Garden Grove City Council
March 28, 2023

INTERNATIONAL
Garden Grove Civic Center CEQA Compliance Proposal – Michael Baker International

20 | Page

16. Indemnification. To t he fullest extent permitted by law, CONSULTANT shall defend, and hold harmlessindemnify CITY and its elective or appointive boards, officers, agents, and employees from any and allthird party claims, liabilities, expenses, or direct damages, including reasonable attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, to the extent arising directly out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of CONSULTANT, CONSULTANT's agents, officers, employees, subcontractors, or independent contractors hired by CONSULTANT in the performance of the Agreement. The only exception to CONSULTANT's responsibility to protect, defend, and hold harmlessindemnify CITY, does not apply to the extent of the is due to the sole negligence, recklessness and/or wrongful conduct of CITY, or any of its elective or appointive boards, officers, agents, or employees.

22. STANDARD OF CARE. The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the care and skill used by members of Consultant’s profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise, in connection with Consultant’s services.

23. LIMITATION OF LIABILITY.

To the fullest extent permitted by law, the CITY agrees to limit CONSULTANT’s liability to the CITY and to all other contractors or subcontractors on the project for any and all injuries, claims, losses, expenses or damages whatsoever arising out of or in any way related to the project or this Agreement from any cause or causes including but not limited to CONSULTANT’s negligent acts, errors, omissions, strict liability, breach of contract, or breach of warranty, such that the total aggregate of liability of CONSULTANT to all those named shall not exceed $50,000 or the total fee for CONSULTANT’s services rendered in the project, whichever is greater. To the extent that this limitation of liability conflicts with any other provision(s) of this Agreement or any Task Orders associated therewith, said provision(s) shall be considered amended to whatever extent required to make such provision(s) consistent with this provision.

24. REUSE OF
WORK PRODUCT. Any reuse of CONSULTANT’s work product without written verification or adaptation by CONSULTANT will be at the CITY’s own risk and without liability or legal exposure to CONSULTANT.

The CITY shall indemnify and hold harmless CONSULTANT from all claims, damages, losses, and expenses, including reasonable attorney’s fees, arising out of or resulting therefrom. Any such verification or adaptation will entitle CONSULTANT to further compensation at rates to be agreed upon by the CITY and CONSULTANT.

25. WAIVER OF CONSEQUENTIAL DAMAGES. In no event shall either CONSULTANT or the CITY have any claim or right against the other, whether in contract, warranty, tort (including negligence), strict liability or otherwise, for any special, indirect, incidental, or consequential damages or any kind or nature whatsoever, such as but not limited to loss of revenue, loss of profits on revenue, loss of customers or contracts, loss of use of equipment or loss of data, work interruption, increased cost of work or cost of any financing, howsoever caused, even if same were reasonably foreseeable.

26. FORCE MAJEURE. I
n no event shall either Party have any claim or right against the other for any failure of performance where such failure of performance is caused by or is the result of causes beyond the reasonable control of the other party due to any occurrence commonly known as a “force majeure,” including, but not limited to:
acts of God; fire, flood, or other natural catastrophe; acts of any governmental body; labor dispute or shortage; national emergency; insurrection; riot; or war.

Michael Baker

INTERNATIONAL

PROFESSIONAL SERVICES AGREEMENT

THIS AGREEMENT is made this day of , 2023, by the CITY OF GARDEN GROVE, a municipal corporation, ("CITY") and MICHAEL BAKER INTERNATIONAL, herein after referred to as “CONSULTANT”.

RECITALS

The following recitals are a substantive part of this Agreement:

1. This Agreement is entered into pursuant to Garden Grove Council Resolution No. XXXX-XX (XXXXX XX, XXXX).

2. CITY desires to utilize the services of CONSULTANT to prepare California Environmental Quality Act (CEQA) compliance documents for the Civic Center Project.

3. CONSULTANT is qualified by virtue of experience, training, education and expertise to accomplish services.

AGREEMENT

THE PARTIES MUTUALLY AGREE AS FOLLOWS:

1. Term and Termination . The term of the agreement shall remain in effect until completion of the services to be provided by CONSULTANT hereunder, unless earlier terminated by CITY as allowed under this Agreement. This agreement may be terminated by the CITY without cause. In such event, the CITY will compensate CONSULTANT for work performed to date in accordance with CONSULTANT’s proposal which is at tached as Attachment “A” and is hereby incorporated by reference. CONSULTANT is required to present evidence to support performed work.

2. Services to be Provided . The services to be performed by CONSULTANT shall consist of tasks as set forth in the Proposal. The Proposal is attached as Attachment A, and is incorporated herein by reference. The Proposal and this Agreement do not guarantee any specific amount of work.

3. Compensation. CONSULTANT shall be compensated as follows:

3.1 AMOUNT. Total Compensation under this agreement shall not exceed (NTE) amount of three-hundred thirty-one thousand fifty -one dollars ($331,051.00), payable in arrears and in accordance with proposal in Attachment “A”.

3.2 Payment. For work under this Agreement, payment shall be made per invoice for work completed. Within 45 days of delivery of goods or

completion of performance of services, CONSULTANT must promptly render an invoice to CITY or payment may be significantly delayed. For extra work not a part of this Agreement, a written authorization by CITY will be required, a nd payment shall be based on schedule included in Proposal (Attachment A).

3.3 Records of Expenses. CONSULTANT shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be mad e available at reasonable times to CITY.

3.4 Termination. CITY and CONSULTANT shall have the right to terminate this agreement, without cause, by giving thirty (30) days written notice of termination. If the Agreement is terminated by CITY, then the provisions of paragr aph 3 would apply to that portion of the work completed. In the event that Consultant materia lly defaults on its obligations under this Agreement, City shall provide written notice of such default to Consulta nt and Consultant shall have no less than ten (10) business days to cure such default. Should Consultant fail to cure within the specified time period, City may terminate this Agreement for cause.

4. Insurance requirements.

4.1 COMMENCEMENT OF WORK . CONSULTANT shall not commence work under this Agreement until all certificates and endorsements have been received and approved by the CITY. All insurance required by this Agreement shall contain a Statement of Obligation on the part of the carrier to notify the CITY of any material change, cancellation, or termination at least thirty (30) days in advance and provide a Waiver of Subrogation in favor of the City.

4.2 WORKERS COMPENSATION INSURANCE . During the duration of this Agreement, CONSULTANT and all subcontractors shall maintain Workers Compensation Insurance in the amount and type required by law, if applicable. The insurer shall waive its rights of subrogation against the CITY, its officers, officials, agents, employees, and volunteers.

4.3 INSURANCE AMOUNTS . CONSULTANT shall maintain the following insurance for the duration of this Agreement:

(a) Commercial general liability in an amount of $2,000,000.00 per occurrence (claims made and modified occurrence policies are not acceptable); Insurance companies must be acceptable to CITY and have a Best’s Guide Rating of A -, Class VII or better, as approved by the CITY.

(b) Automobile liability in an amount of $1,000,000.00 combined single limit (claims made and modified occurrence policies are not
acceptable); Insurance companies must be acceptable to CITY and have a Best’s Guide Rating of A -, Class VII or better, as approved by the CITY.

(c) Professional liability in an amount not less than $2,000,000. Insurance companies must be admitted and lic ensed In California and have a Best’s Guide Rating of A-Class VII or better, as approved by the City. If the policy is written on a “claims made” basis, the policy shall be continued in full force and effect at all times during the term of the agreement, and for a period of three (3) years from the date of the completion of services provided. In the event of termination, cancellation, or material change in the policy, professional/consultant shall obtain continuing insurance coverage for the prior acts or omissions of professional/consultant during the course of performing services under the term of the agreement. The coverage shall be evidenced either by a new policy evidencing no gap in coverage, or by obtaining separate extended “tail” coverage with th e present or new carrier.

An On-Going and Completed Operations Additional Insured Endorsement for the policy under section 4.3 (a) shall designate CITY, it’s officers, officials, employees, agents, and volunteers as additional insureds for liability arising out of work or operations performed by or on behalf of the CONSULTANT. CONSULTANT shall provide to CITY proof of insurance and endorsement forms that conform to CITY’s requirements, as approved by the CITY.

An Additional Insured Endorsement for the p olicy under section 4.3 (b) shall designate CITY, it’s officers, officials, employees, agents, and volunteers as additional insureds for automobiles, owned, leased, hired, or borrowed by the CONSULTANT. CONSULTANT shall provide to CITY proof of insurance and endorsement forms that conform to CITY’s requirements, as approved by the CITY.

For any claims related to this Agreement, CONSULTANT’s insurance coverage shall be primary insurance as respects CITY, its officers, officials, employees, agents, and volu nteers. Any insuran ce or self -insurance maintained by the CITY, its officers, officials, employees, agents, and volunteers shall be excess of the CONSULTANT’s insurance and shall not contribute with it.

5. Non-Liability of Officials and Employees of the C ITY. No official or employee of CITY shall be personally liable to CONSULTANT in the event of any default or breach by CITY, or for any amount which may become due to CONSULTANT.

6. Non-Discrimination. CONSULTANT covenants there shall be no discrimination against any person or group due to race, color, creed, religion, sex, marital status, age, handicap, national origin, or ancestry, in any activity pursuant to this Agreement.

7. Independent Contractor. It is agreed to that CONSULTANT shall act and be an independent contractor and not an agent or employee of the CITY, and shall obtain no rights to any benefits which accrue to CITY'S employees.

8. Compliance with Law. CONSULTANT shall comply with all applicable laws, ordinances, codes, and regulations of the federal, state, and local government.

CONSULTANT shall comply with, and shall be responsible for causing all contractors and subcontractors performing any of the work pursuant to this Agreement to comply with, all applicable fed eral and state labor standards, including, to the extent applicable, the prevailing wage requirements promulgated by the Director of Industrial Relations of the State of California Department of Labor. The City makes no warranty or representation concerning whether any of the work performed pursuant to this Agreement constitutes public works subject to the prevailing wage requirements.

9. Disclosure of Documents. All documents or other information developed or received by CONSULTANT are confidential and s hall not be disclosed without authorization by CITY, unless disclosure is required by law.

10. Conflict of Interest. CONSULTANT shall at all times avoid conflict of interest or appearance of conflict of interest in performance of this Agreement.

11. Notices. All notices shall be personally delivered or mailed to the below listed address, or to such other addresses as may be designated by written notice.

These addresses shall be used for delivery of service of process.

a. (Consultant)
Michael Baker International
Attention: Kristen Bogue
5 Hutton Centre Drive, Suite 500
Santa Ana, CA 92707

b. (Address of CITY) (with a copy to):

City of Garden Grove Garden Grove City Attorney
11222 Acacia Parkway 11222 Acacia Parkway
Garden Grove, CA 92840 Garden Grove, CA 92840

12. Consultant’s Proposal . This Agreement shall include CONSULTANT'S proposal or bid which shall be incorporated herein by reference. In the event of any inconsistency between the terms of the proposal and this Agreement, this Agreement shall govern.

13. Licenses, Permits, and Fees. At its sole expense, CONSULTANT shall obtain a Garden Grove Business License, all permits, and licenses as may be required by this Agreement.

14. Familiarity with Work . By executing this Agreement, CONSULTANT represents that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the facilities, difficulties, and restrictions of the work under this Agreement. Should CONSULTANT discover any latent or unknown conditions materially differing from those inherent in the work or as represented by CITY, it shall promptly inform CITY of this and shall not proceed, exc ept at CONSULTANT'S risk, until written instructions are received from CITY.

15. Reserved.

16. Limitations Upon Subcontracting and Assignment . The experience, knowledge, capability, and reputation of CONSULTANT, its principals and employees were a substantial inducement for CITY to enter into this Agreement. CONSULTANT shall not contract with any other entity to perform the services required without written approval of the CITY. This Agreement may not be assig ned voluntarily or by operation of law, without the prior written approval of CITY. If CONSULTANT is permitted to subcontract any part of this Agreement, CONSULTANT shall be responsible to CITY for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationship between any subcontractor and CITY. All persons engaged in the work will be considered employees of CONSULTANT. CITY will deal directly with and wil l make all payments to CONSULTANT. CITY shall not assign this Agreement in whole or in part without the prior written consent of CONSULTANT.

17. Authority to Execute. The persons executing this Agreement on behalf of the parties warrant that they are du ly authorized to execute this Agreement and that by executing this Agreement, the parties are formally bound.

18. Indemnification. To the fullest extent permitted by law, CONSULTANT shall indemnify CITY and its elective or appointive boards, officers, and employees from third-party claims, liabilities, expenses, or damages of any nature, including reasonable attorneys' fees, for injury or death of any person, or damages, including interference with use of property, to the extent arising directly out of the negligence, recklessness and/or intentional wrongful conduct of CONSULTANT, CONSULTANT's agents, officers, employees, subcontractors, or independent contractors hired by CONSULTANT in the performance of the Agreement. CONSULTANT's responsibility to indemnify CITY does not apply to the extent of the negligence, recklessness and/or wrongful conduct of CITY, or any of its elective or appointive boards, officers, agents, or employees.

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

19. Appropriations. This Agreement is subject to and contingent upon funds being appropriated therefor by the Garden Grove City Council for each fiscal year covered by the term of this Agreement. If such appropriations are not made, this Agreement shall automatically termin ate without penalty to the CITY.

20. Waiver. All waivers of the provisions of this Agreement must be in writing by the appropriate authorities of the CITY and CONSULTANT.

21. California Law. This Agreement shall be construed in accordance with the laws of the State of California. Any action commenced about this Agreement shall be filed in the central branch of the Orange County Superior Court.

22. Preservation of Agreement . Should any provision of this Agreement be found invalid or unenforceable, the decision shall affect only the provision interpreted, and all remaining provisions shall remain enforceable.

23. Standard of Care. The standard of care for all professional services performed or furnished by CONSULTANT under this Agreement will be the ca re and skill used by members of CONSULTANT’s prof ession practicing under similar circumstances at the same time and in the same locality. CONSULTANT makes no w arranties, express or implied, under this Agreement or otherwise, in connection with CONSULTANT’s services.

24. Limitation of Liability . To the fullest extent permitted by law, the CI TY agrees to limit CONSULTANT’s liability to the CITY and to all other contractors or subcontractors on the project fo r any and all injuries, claims, losses, expenses or damages whatsoever arising out of or in any way related to the project or this Agreement from any cause or causes including but not limited to CONSULTANT’s negligent acts, error s, omissions, strict liability, breach of contract, or breach of warranty, s uch that the total aggregate of liabi lity of CONSULTANT to all those named shall not exceed $50,000 or the total fee for CONSULTANT’s services rendered in the project, whichever is greater. To the extent that this limitation of liability conflicts with any other provision(s) of this Agreement or any Task Orders associated therewith, said provision(s) shall be considered amended to whatever extent required to make such provision(s) consistent with this provision.

25. Reuse of Work Product. Any reuse of CONSULTANT’s work product without written verification or adaptation by CONSULTANT will be at the CITY’s own risk and without liability or legal exposure to CONSULTANT . The CITY shall indemnify and hold harmless CONSULTANT from all claims, damages, losses, and expenses, including reasonable attorney’s fees, arising out of or resulting therefrom. Any such verification or adaptation will entitle CONSULTANT to

further compensation at rates to be agreed upon by the CITY and CONSULTANT.

26. Waiver of Consequential Damages. In no event shall either CONSULTANT or the CITY have any claim or right against the other, whether in contract, warranty, tort (including negligence), stri ct liability or otherwise, for any special, indirect, incidental, or consequential damages or any kind or nat ure whatsoever, such as but not limited to loss of revenue, loss of profits on revenue, loss of customers or contracts, loss of use of equipment or loss of data, work interruption, increased cost of work or cost of any financing, howsoever caused, even if same were reasonably foreseeable.

27. Force Majeure. In no event shall either Party have any claim or right against the other for any failure of performance where such failure of performance is caused by or is the result of causes beyond the reasonable control of the other party due to any occurrence commonly known as a “force majeure,” including, but not limited to: acts of God; fire, flood, or other natural catastrophe; acts of any governmental b ody; labor dispute or shortage; national emergency; insurrection; riot; or war.

\ \ \ \

(Agreement Signature Block on Next Page)

IN WITNESS THEREOF, these parties have executed this Agreement on the day and year shown below.

Date: _____________ "CITY"

CITY OF GARDEN GROVE

By: ___________________________
City Manager
ATTESTED:

____________________________
City Clerk

Date: _______________________
"CONSULTANT"

MICHAEL BAKER INTERNATIONAL

By: ________________________________

Name: ______________________________

Title: _______________________________

Date: _______________________________

Tax ID No. ___________________________

Expiration Date: ______________________

If CONSULTANT is a corporation, a Corporate
Resolution and/or Corporate Seal is required.

If a partnership, Statement of Partnership
must be submitted to CITY.

APPROVED AS TO FORM:

____________________________
Garden Grove City Attorney

____________________________
Date

Agenda Item - 4.b.

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM
To: Lisa L. Kim From: John Montanchez
Dept.: City Manager Dept.: Community Services
Subject: Award a contract for the
Civic Center Bridge and
Landscape
Renovation Project IFB No.

S-1302-A to RG General
Engineering, Inc. (Cost:
$361,324) (Action Item)
Date: 3/28/2023

OBJECTIVE
To request that the City Council award a contract for the Civic Center Bridge and Landscape Renovation Project IFB No. S-1302-A to RG General Engineering, Inc.

BACKGROUND
On February 3, 2023, pursuant to Municipal Code Section 2.50.100, staff solicited bids to rebid the Civic Center Bridge and Landscape Project IFB No. S-1302-A.

The project includes new walkways on both the west and east sides of the Community Meeting Center. These improvements are needed and will also address ADA accessibility, drainage of runoff water from the Community Meeting Center and installation of low maintenance plant material. The improvements will include the following:

Demolition of areas where previous bridges were located; Grading and drainage construction that includes irrigation system repairs and replacement on both sides of the building;
Paths of travel to be ADA compliant;
On the west side of the building, a new bridge façade with grouted cobblestone, decomposed granite and low maintenance landscaping; including the removal & planting of new trees, brush and plants; and
On the east side of the building, the area will be graded and leveled for a new walking path using the same path of travel.

DISCUSSION
On March 6, 2023, nine (9) bids were received and opened by the City Clerk's office

• •
•
•
•
at 11:00 a.m. Staff reviewed the bid documents submitted by the lowest qualified contractor, RG General Engineering, Inc., with a total bid of $356,386, and the bid alternate item additional cost of $4,938 for invasive tree removal and replanting, for the project total bid amount of $361,324. This total bid amount is within the project budget. The licenses and references of the contractor have been reviewed and verified by staff, and all other documentation is in order.

FINANCIAL IMPACT
There is no financial impact to the City’s General Fund. This improvement is included in the Community Services Capital Improvement budget and is funded by Park Fee funds.

RECOMMENDATION
It is recommended that the City Council:

Award a contract for the Civic Center Bridge and Landscape Renovation Project IFB No. S-1302-A, in the amount of $361,324, to RG General Engineering, Inc.; and

Authorize the City Manager to execute the agreement on behalf of the City, and make minor modifications as appropriate.

By: Janet Pelayo
Community Services Manager
ATTACHMENTS:

Description Upload Date Type File Name
Construction
Agreement - RG
General Engineering,
Inc.
3/20/2023 Agreement CONSTRUCTION_AGREEMENT_03.28.23.docx Plans 3/20/2023 Backup Material Plans.pdf

•
•
1 CONSTRUCTION AGREEMENT

THIS AGREEMENT is made this day of , 202 3 by the CITY OF GARDEN GROVE, a municipal corporation, ("CITY"), and RG General Engineering, Inc., hereinafter referred to as ("CONTRACTOR").

CITY desires to utilize the services of CONTRACTOR to furnish material, equipment, and labor for the CIVIC CENTER BRIDGE AND LANDSCAPE RENOVATION, CITY IFB NO. S-1302-A.

CONTRACTOR is qualified by virtue of experience, training, education, and expertise to accomplish services.

WHEREAS, CITY has solicited bids for a capital improvement project, hereinafter referred to as “PROJECT," more fully described as CIVIC CENTER BRIDGE AND LANDSCAPE RENVATION, IFB NO.S-1302-A , in the City of Garden Grove; and

CONTRACTOR has been selected to perform said services,

NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged, the parties covenant and agree as follows:

1. STATEMENT OF WORK ACCEPTANCE OF RISK
CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, service s and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner.

CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CI TY, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal.

2. ACCEPTANCE OF CONDITIONS OF WORK PLANS AND SPECIFICATIONS

CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as defined below in this Section), the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its thorough investigation of all such matters and is relying in no way upon any opinions or representations of CITY.

It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same we re set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement.

"Contract Documents" as defined herein mean and include:

A. This Agreement;

2 B. Bonds covering the work herein agreed upon;
C. The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the Department of Community Services of CITY (hereinafter referred to as "DCS"), and CONTRACTOR shall not attempt to resolve or adjust the discrepancy without the decision of DCS, save only at its own risk and expense.

Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of the bid or proposal which is in conflict herewith.

3. COMPENSATION

CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed Three Hundred and Sixty One Thousand Three Hundred Twenty Four Dollars, $361,324.00, as set forth in the Contract Documents, to be paid as provided in this Agreement.

4. COMMENCEMENT OF PROJECT

CONTRACTOR agrees to commence the PROJECT within ten (10) working days after the Notice to Proceed is issued and diligently prosecute the PROJECT to completion within Ninety (90) working days from the day the Notice to Proceed is issued by DCS excluding delays provided for in this Agreement.

5. TIME OF THE ESSENCE

The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents.

CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents. CONTRA CTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this A greement. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contrac tors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises.

6. CHANGES

CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing by DCS. CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as DCS may require in writing. Under no condition shall CONTRACTOR make any changes without the prior written order or acceptance of DCS, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by DCS.

3 When directed to change the work, CONTRACTOR shall submit immediately to DCS a written cost proposal reflecting the effect of the change. Should DCS not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by DCS and the proper cost thereof shall be negotiated by the parties up on cost and pricing data submitted by CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the Agreement price will be adjusted upward or downward accordingly.

7. NOTICE TO PROCEED

No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability.

8. BONDS

CONTRACTOR shall, prior to entering into performance of this Agreement, furnish a performance bond, on the CITY's bond form in the amount of one hundred percent (100%) of the Contract price, to guarantee the faithful performance of the work, and a payment bond, on the CITY's form in the amount of one hundred percent (100%) of the Contract price, to guarantee payment of all claims for labor and materials furnished. Bonds submitted on any form other than the CITY's form will be rejected. The required bonds shall be from a surety licensed to do business in the State of California and with a current A.M. Best's rating of A-, VII. This Contract shall not become effective until such bonds are supplied and approved by the CITY.

In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final Agreement price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion.

9. WARRANTIES

The CONTRACTOR agrees to perform all work under this Contract in accordance with the CITY’s designs, drawings and specifications.

The CONTRACTOR guarantees for a period of one (1) year from the date of the notice of completion of the work that the completed work is free from all defects due to faulty materials, equipment or workmanship and that he shall promptly make whatever adjustments or corrections which may be necessary to cure any defects, including repairs or any damage to other parts of the system resulting from such defec ts. The CITY shall promptly give notice to the CONTRACTOR of observed defects. In the event that the CONTRACTOR fails to make adjustments, repairs, corrections or other work made necessary by such defects, the CITY may do so and charge the CONTRACTOR the cost incurred. The performance bond shall remain in full force and effect through the guarantee period.

The CONTRACTOR'S obligations under this clause are in addition to the CONTRACTOR'S other express or implied assurances of this Contract or state law and in no way diminish any other rights that the CITY may have against the CONTRACTOR for faulty materials, equipment or work.

10. INDEPENDENT CONTRACTOR

It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payrol l deductions for

4 CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services performed hereunder.

11. LIQUIDATED DAMAGES/DELAYS

It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of One Thousand Dollars ($1,000.00) per each calendar days delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay these damages herein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder.

CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes.

CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless DCS shall grant a further period of time), notify DCS in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and the decision of DCS shall be conclusive on the parties hereto.

Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay.

No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR.

12. DEMANDS FOR ADDITIONAL TIME OR MONEY
A. Definitions.
(1) "Change Order" means a document signed by the CONTRACTOR and CITY which authorizes an addition, deletion or revision in the work, or an adjustment in the Compensation under Section 3, or the Completion Time specified at Section 4. (2) "Demand" means a written demand for a Change Order by the CONTRACTOR for any of the following:
(a) A time extension;
(b) Payment of money or damages arising from work done by, or on behalf of, the CONTRACTOR pursuant to this Agreement and payment of which is not expressly permitted pursuant to Section 3 of this Agreement;

5 (c) Payment of an amount the CITY disputes;
(d) Any disputes and other matters relating to the acceptability of the work performed or the interpretation of the Contract Documents; (e) A request for a time extension or additional payment based upon differing site conditions, such as subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents, or unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the PROJECT; or
(f) A request for a time extension or additional payment based upon acts of neglect by CITY or due to fires, floods, labor disputes, epidemics, abnormal weather conditions or acts of God.

B. A Demand for a time extension or payment of money or damages may only be granted by a Change Order.

C. No Change Order may be granted except where the Contractor has submitted a Demand to the DCS (or his or her written designee). All Demands shall be submitted promptly, but in no event later than thirty (30) days afte r the occurrence of the event giving rise to the Demand. The Demand shall be in writing and include all documents necessary to substantiate the Demand. The DCS shall act on the Demand within fifteen (15) days after receipt, including by requesting additional information from the CONTRACTOR to determine whether to approve the Change Order the Demand seeks. The DCS shall act on the Demand within fifteen (15) days after receipt of the additional information or within a period of time no greater than the time t he CONTRACTOR took to produce the additional information requested, whichever is greater.

D. Notwithstanding the thirty (30) days to submit a Demand under Subparagraph C, in the case of differing or unknown site conditions, immediately upon encountering the c onditions, CONTRACTOR shall notify the DCS in writing of the conditions, so that the CITY may promptly investigate the conditions.

E. If the CONTRACTOR disputes the DCS's written response on the Demand, or the CITY fails to respond within the time prescribed, the CONTRACTOR may so notify the Community Services Director in writing, either within fifteen (15) days of receipt of the Community Services Director's response or within fifteen (15) days of the DCS's failure to respond within the time prescribed, respectively, and request an informal conference to meet and confer for settlement of the Demand.

Upon the CONTRACTOR's request, the DCS shall schedule a meet and confer conference within thirty (30) days to seek to resolve.

F. CITY and CONTRACTOR shall execute appropriate Change Orders covering changes to the time or price by executing the Change Order by mutual agreement. If the CITY and CONTRACTOR are unable to reach a mutual agreement, then the City Project Manager shall issue a written decision on the claim within a reasonable time.

G. Following the meet and confer conference, if the Demand remains in dispute, the CONTRACTOR may file a claim with the City as provided in Chapter I (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Pa rt 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 the time the CONTRACTOR submits his or her Demand until the Demand is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process.

13. VARIATIONS IN ESTIMATED QUANTITIES

The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of Agreement items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section. DCS may, at its sole discretion, when Page 135 of 346 6 warranted by the fac ts and circumstances, order an equitable adjustment, upwards or downwards, in payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion, DCS shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant.

14. PROGRESS PAYMENTS

Each month DCS will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, five percent (5%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR.

When CONTRACTOR has, in the judgment of DCS, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if DCS finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT, as determined in its sole discretion by DCS, less all previous payments and less all previous retained amounts.

CITY's final payment to CONTRACTOR, if unencumbered, or any part thereof unencumbered, shall be made thirty (30) days after the acceptance of the work and the filing of a Notice of Completion by CITY.

Provided, however, that in the event of a dispute between CITY and CONTRACTOR, CITY may withhold from the final payment an amount not to exceed 150 percent of the value of any disputed amount of work. Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by DCS, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as an acceptance of any part of the work.

15. WITHHELD CONTRACT FUNDS SUBSTITUTION OF SECURITIES

At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement.

16. AFFIDAVITS OF SATISFACTION OF CLAIMS

After the completion of the work contempl ated by this Agreement, CONTRACTOR shall file with DCS its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California.

17. WAIVER OF CLAIMS

The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement.

7 18. RISK AND INDEMNIFICATION

All work covered by this Contract done at the site of construction or in preparing or delivering materials to the site shall be at the risk of CONTRACTOR alone. CONTRACTOR agrees to save, indemnify and keep the CITY, its Officers, Agents, Employees, Engineers, and Consultants for this Contract, and all public agencies from whom permits will be obtained and their directors, Officers, Agents and Employees harmless against any and all liability, claims, judgments, costs and demands, including demands arising from injuries or death of persons (CONTRACTOR'S employees included) and damage to property, arising directly or indirectly out of the obligations herein undertaken or out of the operations conducted by CONTRACTOR, save and except claims or litigation arising through the active negligence or willful misconduct of CITY and will make good to reimburse CITY for any expenditures, including reasonable attorneys' fees CITY may incur by reason of such matters, and if requested by CITY, will defend any such suits at the sole cost and expense of CONTRACTOR.

19. INSURANCE

19.1 COMMENCEMENT OF WORK. CONTRACTOR shall not commence work under this Agreement until all certificates and endorsements have been received and approved by the CITY. All insurance required by this Agreement shall contain a statement of obligation on the part of the carrier to notify the city of any material change, cancellation, or termination at least thirty (30) days in advance. A waiver of subrogation shall be provided by the insurer for each policy waiving subrogation against CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, Claims made and modified occurrence policies shall not be accepted for any policy. All Subcontractors shall be required to provide and maintain the same insurances as required of CONTRACTOR under this contract. CONTRACTOR shall be required to collect and maintain all required insurances from all Subcontractors.

19.2 CONTRACTOR is a ware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workers’ Compensation or undertake self -insurance in accordance with the provisions of that Code, and will comply with such provisio ns before commencing the performance of the work of this Contract.

19.3 CONTRACTOR and all Subcontractors shall carry workers' compensation insurance for the protection of its employees during the progress of the work. The insurer shall waive its rights of subrogation against the CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, and shall issue a waiver of subrogation.

19.4 Before CONTRACTOR performs any work at, or prepares or delivers materials to, the site of construction, CONTRACTOR shall furnish:

Additional Insured Endorsements, ongoing and products-completed operations, for the Commercial General Liability policy, including mobile equipment and not excluding XCU. Endorsements shall designate CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insured’s for liability arising out of work or operations performed by or on behalf of the CONTRACTOR. CONTRACTOR shall provide to CITY proof of ins urance and endorsement forms (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 2010, CG 2026, CG 20 33, or CG 20 38; and CG 2037) that conform to CITY’s requirements, as approved by the CITY. ( Claims made and modified occurrence

8 policies are not acceptable; Insurance companies must be acceptable to CITY and have a minimum A.M. Best Guide rating of A-, class VII or better, as approved by CITY).

An Additional Insured Endorsement for an Automobile Liability policy and shall designate CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insured’s for automobiles owned, leased, hired, or borrowed by the CONTRACTOR. CONTRACTOR shall provide to CITY proof of insurance, as approved by the CITY. ( Claims made and modified occurrence policies are not acceptable; Insurance companies must be acceptable to CITY and have a minimum A.M. Best Guide rating of A-, class VII or better, as approved by CITY).

A Loss Payee Endorsement for the Course of Construction policy designating the City of Garden Grove as Loss Payee. (Claims made and modified occurrence policies are not acceptable; Insurance companies must be acceptable to CITY and have a minimum A.M. Best Guide rating of A-, class VII or better, as approved by CITY).

In the event any of CONTRACTOR’S underlying policies do not meet policy limits as required here in, CONTRACTOR shall provide the schedule of underlying polices for a follows form excess liability policy, state that the excess policy follows form on the insurance certificate, and an additional insured endorsement for the excess liability policy designating CITY, it s officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insured’s. (Claims made and modified occurrence policies are not acceptable; Insurance companies must be acceptable to CITY and have a minimum A.M. Best Guide rating of A-, class VII or better, as approved by CITY).

For any claims related to this Project, the CONTRACTOR’s insurance coverage shall be primary insurance as respects CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY . Any insurance or self -insurance maintained by the CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permit s will be obtained and their directors, officers, agents, and employees, as determined by the CITY, shall be excess of the CONTRACTOR’s insurance and not contribute with it.

19.5 Before CONTRACTOR performs any work at, or prepares or delivers materials to, the site of construction, CONTRACTOR shall furnish:

CONTRACTOR shall maintain all of the foregoing insurance coverage in force until the work under this Contract is fully completed. The requirement for carrying the foregoing insurance shall not derogate from the provisions for indemnification of CITY by CONTRACTOR under this Contract. Notwithstanding nor diminishing the obligations of CONTRACTOR with respect to the foregoing, CONTRACTOR shall subscribe for and maintain in full force and effect during the life of this Contract, the following insurance in amounts not less than the amounts specified and issued by a company admitted and licensed in California and having a Best's Guide Rating of A -Class VII or better (claims made and modified occurrence policies are not acceptable):

9 Workers’ Compensation As required by the State of
California.

Employer’s Liability

Not less than $1,000,000 per
accident for bodily injury or disease.

Commercial General Liability
(including on-going operations, products
- completed operations, and mobile
equipment, and not excluding XCU)

Not less than $5,000,000 per
occurrence for bodily injury,
personal injury and property
damage.

Automobile Liability, for all automobiles
including non-owned and hired vehicles

Not less than $2,000,000 combined
single limit for bodily injury and
property damage.

Professional Liability

Not less than $1,000,000 per
occurrence for errors and omissions.

Course of Construction

Completed value of the project with
no coinsurance penalty provisions.

Follows Form Excess Liability

Required for any underlying policy
that does not meet the underlying
policy limits required herein.

If contractor maintains higher insurance limits than the minimums shown above, CONTRACTOR shall provide coverage for the higher limits otherwise maintained by the CONTRACTOR.

CITY or its representatives shall at all times have the right to inspect and receive a certified copy of all said policies of insurance, including certificates and endorsements at CONTRACTORS sole cost and expense. CONTRACTOR shall pay the premiums on the insurance hereinabove required.

20. CALIFORNIA PREVAILING WAGE LAW AND FEDERAL DAVIS-BACON ACT.

A. General Prevailing Rate. CITY has ascertained CONTRACTOR shall comply with all applicable requirements of Division 2, Part 7, Chapter 1 of the California Labor Code and all applicable federal requirements respecting the payment of prevailing wages. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the prevailing wage rates determined by the Director of the Department of Industrial Relations (DIR) for similar classifications of labor, the CONTRACTOR and its Subcontractors shall pay not less than the higher wage rate. The DIR will not accept lower State wage rates not specifically included in the Federal minimum wage determinations.

This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal Wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the CONTRACTOR and Subcontractors, the CONTRACTOR and its Subcontractors shall pay not less than the Federal Minimum wage rate which most closely approximates the duties of the employees in question."

10 B. Forfeiture for Violation. CONTRACTOR shall, as a penalty to the CITY, forfeit one hundred dollars ($100.00) for each calendar day or portion thereof for each worker paid (either by the CONTRACTOR or any subcontractor under it) less than the prevailing rate of per diem wages as set by the Director of Industrial Relations, in accordance with Sections 1770 1780 of the California Labor Code for the work provided for in this Contract, all in accordance with Section 1775 of the Labor Code of the State of California.

C. Apprentices. Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California, regarding the employment of apprentices is applicable to this Contract and the CONTRACTOR shall comply therewith; provided, however, that this requirement shall not apply if and/or to the extent that the Contract of the general CONTRACTOR, or the contracts of specialty contractors not bidding for work through a general or prime contractor involve less than thirty thousand dollars ($30,000.00).

D. Workday. In the performance of this Contract, not more than eight (8) hours shall constitute a day's work, and CONTRACTOR shall not require more than eight (8) hours of labor in a day from any person employed by him hereunder except as provided in paragraph (5.14.2) abo ve.

CONTRACTOR shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 et seq.) of the Labor Code of the State of California and shall forfeit to the CITY as a penalty, the sum of twenty five Dollars ($25.00) for each worker employed in the execution of this Contract by CONTRACTOR or any subcontractor for each calendar day during which any worker is required or permitted to labor more than eight (8) hours in any one
E. Calendar day and forty (40) hours in any one week in violation of said Article.

CONTRACTOR shall keep an accurate record showing the name and actual hours worked each calendar day and each calendar week by each worker employed by CONTRACTOR in connection with the Project.

F. Record of Wages: Inspection. CONTRACTOR agrees to maintain accurate payroll records showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed by it in connection with the Project and agrees to require that each of its subcontractors does the same. The applicable CONTRACTOR or subcontractor or its agent having authority over such matters shall certify all payroll records as accurate. CONTRACTOR further agrees that its payroll records and those of its subcontractors shall be available to the employee or employee's representative, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards and shall comply with all of the p rovisions of Labor Code Section 1776, in general. CONTRACTOR shall comply with all of the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code section 1771.4(a)(3). The CONTRACTOR shall s ubmit copies of certified payroll reports and cancelled checks for labors, every two weeks to the Project Manager. Certified payroll and cancelled checks submittals are due one month after start of construction and every two weeks thereafter. If the cer tified payroll and cancelled checks are not submitted, the CONTRACTOR will be notified that compliance is required within five (5) working days or contract work must cease. The CITY will not be responsible for any delay or acceleration charges or any incurred costs or damages as a result of the work stoppage due to CONTRACTOR’s failure to comply. Work shall be ceased in an orderly, safe fashion with all vehicle access restored. Should this not occur, CITY will correct the deficiencies and deduct the cost from funds due to the CONTRACTOR.

In addition, no progress payment shall be made until the copies of certified payroll reports and cancelled checks are submitted.

G. Contractor Registration. CONTRACTOR and its subcontractors must be registered with the California Department of Industrial Relations pursuant to Labor Code Section 1725.5.

This Agreement shall not be effective until CONTRACTOR provides proof of registration to the CITY.

H. Posting of Job Site Notices. CONTRACTOR shall comply with the job site notices posting requirements established by the Labor Commissioner pursuant to Title 8, California Code of Regulations Section 16461(e) or other regulation promulgated pursuant to Labor Code Section 1771.4(a) (2).

11 I. Notice of DIR Compliance Monitoring and Enforcem ent. Pursuant to Labor Code Section 1771.4, this Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations.

21. TERMINATION

This Contract may be terminated in whole or in part in writing by the CITY for its convenience, provided that the CONTRACTOR is given (1) not less than ten (10) calendar days written notice (delivered by certified mail, return receipt requested) of intent to terminate, and (2) an opportunity for consultation with the terminating party prior to termination.

If termination for default or convenience is effected by the CITY, an equitable adjustment in the price provided for in this Contract shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other work, and (2) any payment due to the CONTRACTOR at the time of termination may be adjusted to cover any additional costs to the CITY because of the CONTRACTOR'S default.

Upon receipt of a termination action, the CONTRACTOR shall (1) promptly discontinue all affected work (unless the notice directs otherwise), and (2) deliver or otherwise make available to the CITY all data, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumul ated by the CONTRACTOR in performing this Contract whether completed or in process.

Upon termination, the CITY may take over the work and may award another party an agreement to complete the work under this Contract.

22. DISPOSITION OF PLANS ESTIMATES AND OTHER DOCUMENTS

CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaini ng to this Agreement shall be delivered to CITY and become its sole property at no further cost.

23. NONASSIGNABILITY

CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, wit hout the prior written consent of CITY and the surety.

24. CITY EMPLOYEES AND OFFICIALS

CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the California Government Code.

25. STOP NOTICES• RECOVERY OF ADMINISTRATIVE COSTS

CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR.

CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop No tice filed in excess of two (2), regardless of whether or not CITY is named in an action to enforce such stop notices.

CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement.

12 26. NOTICES

Any notices, certificates, or other communications hereunder shall be given either by personal delivery or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses sp ecified below; provided that CITY and CONTRACTOR, by notice given hereunder, may designate different addresses to which subsequent notices, certificates or other communications will be sent:

TO CITY: TO CONTRACTOR:

City of Garden Grove RG General Engineering, Inc.

ATTN: Janet Pelayo ATTN: Richard Gonzales
11222 Acacia Parkway 3594 Bluff Street
Garden Grove, CA 92840 Norco, CA 92860
(714) 741-5200 Phone (951) 963-4268
(714) 741-5579 Fax [email protected]

27. SECTION HEADINGS

The titles, captions, section, paragraph, and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters inclu ded or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement.

28. IMMIGRATION

CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of the Immigration Reform and Control Act of 1978 (8 USC Section 1324a) regarding employment verification.

29. ATTORNEY'S FEES

If any action at law or in equity is necessary to enforce or interpret the terms of this Contract, each shall bear its own attorneys' fees, costs and necessary disbursements. Notwithstanding the foregoing, if any action is brought against the CONTRAC TOR or any subcontractor to enforce a Stop Notice or Notice to Withhold, which named the CITY as a party to said action, the CITY shall be entitled to reasonable attorneys' fees, costs and necessary disbursements arising out of the defense of such action by the CITY. The CITY shall be entitled to deduct its costs for any Stop Notice filed, whether court action is involved or not.

30. INTERPRETATION OF THIS AGREEMENT

The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law.

13 31. GOVERNING LAW

This Agreement shall be governed and construed in accordance with the laws of the State of California and venue shall be in Orange County.

32. DUPLICATE ORIGINAL

The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it.

33. CONSENT

Where CITYs consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event.

34. CALIFORNIA FAIR EMPLOYMENT AND HOUSING ACT

CONTRACTOR agrees to comply with all requirements and utilize fair employment practices in accordance with California Government Code Sections 12900 et seq.

35. SIGNATORIES

Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, in fact, held by the signatory or is withdrawn.

36. ENTIRETY

The foregoing set forth the entire Agreement between the parties. No waiver or modification of this Agreement shall be valid unless in writing duly executed by both parties.

The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiations, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The pa rties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement.

FAITHFUL PERFORMANCE BOND
Bond No.

Premium

NOTICE: TO WHOM IT MAY CONCERN: those we, ,
,
as Principal, and
as Surety, are held and firmly bound unto the City of Garden Grove, (CITY) in the sum of

Lawful money of the United States, for the payment of which we bind heirs, our executors, administrators, successors, and ourselves jointly and severally.

That the Surety's office is located at ,
telephone no. ; the Surety is licensed to do business in the State of California; and the California Insurance Agent's License No., address, and telephone no. are as follows:

License No.:

Address:

Telephone No.:

That the following clause must be completed if, in fact, a non-resident agent for the Surety is a party to the transaction:

Name of non-resident agent:

Non-resident agent's office address:

Telephone No.:

THE CONDITION OF THIS OBLIGATION IS SUCH, that:

1. The Principal has agreed entered into a contract attached hereto, dated the day of , 2023 with the CITY OF GARDEN GROVE for CIVIC CENTER BRIDGE AND LANDSCAPE RENOVATION, IFB NO. S-1302-A.

2. If the Principal shall well and truly perform, or cause to be performed, each and all of the requirements and obligations of the contract to be performed by the Principal, as set forth in the contract, then this bond shall be null and void; otherwise, it shall remain in full force and effect. In the event that suit is instituted to recover on this bond, the Surety will pay reasonable attorneys' fees.

3. Further, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of work performed shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alteration, or modification of the contract documents, or of work to be performed.

15 FAITHFUL PERFORMANCE BOND (Continues)

Executed this day of , 20___

Principal Principal

By:

Surety

By:

Attorney-in-Fact

California Resident Agent

By:

Non-resident Agent - Attorney-in-Fact

STATE OF CALIFORNIA )
)
COUNTY OF ) ss.

On this day of , 20 , before me, a Notary Public in and for said County, residing therein, duly commissioned and sworn, personally appeared known to me to be the Attorney-in-Fact of the , of (Corporation)
, and acknowledged that it executed the attached bond to the (State)
City of Garden Grove as such Attorney-in-Fact and as the free act and deed of the corporation, and that the bond was executed on behalf of the corporation by authority of its Board of Directors.

IN WITNESS WHEREOF, I have herewith set my hand and affixed my Official Seal, the day and year in this certificate first above written.

(Acknowledgment by Non -
resident Agent as Attorney-
in-Fact must be attached.)
Notary Public in and for said County and State
My Commission expires:

LABOR AND MATERIAL BOND
Bond No.

Premium
NOTICE: TO WHOM IT MAY CONCERN: those we,
,
as Principal, and , as Surety,
are held and firmly bound unto the City of Garden Grove, California ("CITY") in the sum of ____ Dollars ($ ), lawful money of the United States, for the payment of the sum, we bind heirs, our executors, administrators, successors, and ourselves jointly and severally.

That the Surety's office is located at ,
telephone no. ; the Surety is licensed to do business in the State of California; and the California Insurance Agent's License No., address, and telephone no. are as follows:

License No.:

Address:

Telephone No.:

That the following clause must be completed if, in fact, a non-resident agent for the Surety is a party to the transaction:

Name of non-resident agent:

Non-resident agent's office address:

Telephone No.:

THE CONDITION OF THIS OBLIGATION IS SUCH, that:

1. The Principal has entered into a contract attached hereto, dated day of ________________, 2023, with the CITY OF GARDEN GROVE for CIVIC CENTER BRIDGE AND LANDSCAPE RENOVATION, CITY PROJECT NO.S-1302-A

2. If the Principal, its heirs, executors, administrators, successo rs, or assigns, or subcontractors, shall fail to pay for any materials, provisions, provender, or other supplies or teams, implements, or machinery used in, upon, for, or about, the performance of the improvement, or for any work or labor thereon of any ki nd, or for amounts due under the Unemployment Insurance Code with respect to work or labor, and provided that the claimant shall have complied with the provision of the code, the Surety or Sureties will pay for same in the amount not exceeding the sum specified in this bond; otherwise, the above obligation shall be void. In case suit is brought upon this bond, the Surety will pay reasonable attorneys' fees.

3. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents, or of work performed, shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alteration, or modification of the contract documents, or of work to be performed.

17 LABOR AND MATERIAL BOND (Continues)

4. This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to the claims under Civil Code 3181 et seq., so as to give a right of action to them or their assignees in any suit brought upon this bond.

Executed this day of , 20 .

Principal Principal

By:

Surety

By:

Attorney-in-Fact

California Resident Agent

By:

Non-resident Agent - Attorney-in-Fact

STATE OF CALIFORNIA )
)
COUNTY OF ) ss.

On this day of , 20 , before me, a Notary Public in and for said County and State, personally appeared
known to me to be the Attorney-in-Fact of
the , of (Corporation)
, and acknowledged that it executed the attached bond to the (State)
City of Garden Grove as such Attorney-in-Fact and as the free act and deed of the corporation, and that the bond was executed on behalf of the corporation by authority of its Board of Directors.

IN WITNESS WHEREOF, I have herewith set my hand and affixed my Official Seal, the day and year in this certificate first above written.

(Acknowledgment by Non -
resident Agent as Attorney -
in-Fact must be attached.)
Notary Public in and for said County and State
My Commission expires:

18 ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between whose address is ,
hereinafter called "owner", ,
whose address is ,
hereinafter called "contractor", ,
and , whose address
is ,
hereinafter called "escrow agent."
For the consideration hereinafter set forth, the owner, contractor, and escrow agent agree as follows:
(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, the con tractor has the option to deposit securities with the escrow agent as a substitute for retention earnings required to be withheld by the owner pursuant to the construction contract entered into between the owner and contractor for in the amount of
_ dated (hereafter referred to as the "contract"). Alternatively, on written request of the contractor, the owner shall make payments of the retention earnings directly to the escrow agent. When the contractor deposits the securities as a substitute for the contract earnings, the escrow agent shall notify the owner within ten days of the deposit. The market value of the securities at the time of the substitution shall be at leas t equal to the cash amount then required to be withheld as retention under the terms of the contract between the owner and contractor. Securities shall be held in the name of the, and shall designate the contractor as the beneficial owner.
(2) The owner shall make progress payments to the contractor for those funds which otherwise would be withheld from progress payments pursuant to the contract provision, provided that the escrow agent holds securities in the form and amount specified above. (3) When the owner makes payment of retentions earned directly to the escrow agent, the escrow agent shall hold them for the benefit of the contractor until such time as the escrow created under this contract is terminated. The contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the owner pays the escrow agent directly.
(4) The contractor shall be responsible for paying a ll fees for the expenses incurred by the escrow agent in administering the escrow account. These expenses and payment terms shall be determined by the contractor and escrow agent. (5) The interest earned on the securities or the money market accounts held in escrow and all interest on the interest shall be the sole account of contractor and shall be subject to withdrawal by contractor at any time and from time to time without notice to the owner. (6) The contractor shall have the right to withdraw all or any part of the principal in the escrow account only by written notice to the escrow agent accompanied by written authorization from the owner to the escrow agent that the owner consents to the withdrawal of the amount sought to be withdrawn by contractor.

19 (7) The owner shall have a right to draw upon the securities in the event of default by the contractor. Upon two days' written notice to the escrow agent from the owner of the default, the escrow agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the owner.
(8) Upon receipt of written notification from the owner certifying that the contract is final and complete, and that the contractor has complied with all requirements and procedures applicable to the contract, the escr ow agent shall release to the contractor all securities and interest on deposit less escrow fees and charges of the escrow account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payment of fees and charges.
(9) The escrow agent shall rely on the written notifications from the owner and the contractor pursuant to Sections (1) to (8), inclusive, of this agreement and the owner and contractor shall hold the escrow agent harmless from the escrow agent's release, conversion, and disbursement of the securities and interest as set forth above. (10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the owner and on behalf of the contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

On behalf of the owner: On behalf of the contractor:

On behalf of the owner: On behalf of the contractor:

Title Title

Name Name

Signature Signature

Address Address

20 On behalf of the escrow agent:

Title Title

Name Name

Signature Signature

Address Address

At the time the escrow account is opened, the owner and contractor shall deliver to the escrow agent a fully executed counterpart of this Agreement.

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

Owner/Contractor Dated:

Title/Title

Approved as to Form
City Attorney

NATIONAL POLL UT ANT DISCHARGE

ELIMINATION SYSTEM (NPDES) NOTES

1. IN CASE OF EMERGENCY CALL -------------­

AT WORK PHONE NUMBER

OR HOME PHONE NUMBER

2. SEDIMENT FROM AREA DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE

RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND

SEDIMENT CONTROLS, TO INCLUDE STRUCTURAL AND NON- STRUCTURAL BEST

MANAGEMENT PRACTICES (BMPS) TO MAXIMIZE EXTENT PRACTICABLE

3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE

SEDIMENT TRANSPORT TO THE STREET DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, TRACKING OR WIND.

4. ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BE MADE AWARE OF BMPS FOR CONSTRUCTION SITE AND STAGING AREAS.

5. AT THE END OF EACH WORKING DAY ALL CONSTRUCTION DEBRIS AND

WASTER MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH RECYCLE BINS AND REMOVED OFFSITE.

6. THE CONSTRUCTION SITE SHALL BE MAINTAINED WITH BMPS IN PLACE FOR ALL STORM EVENTS AND ANTICIPATED STORM EVENTS. THIS WILL INSURE CONSTRUCTION RELATED POLLUTANTS DO NOT TRAVEL OFF SITE.

7. EQUIPMENT AND WORKERS SHALL BE MADE AVAILABLE FOR EMERGENCIES DURING RAIN OR WIND EVENTS. NECESSARY MATERIALS SHALL BE AVAILABLE

ON SITE AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID

DEPLOYMENT AND CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS

IMMINENT

8. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 DAY FORECAST PROBABILITY OF RAIN IS 40%

9. ALL NON-STORM WATER DISCHARGES MUST BE IN ACCORDANCE WITH ALL APPLICABLE LAWS, REGULATIONS AND ORDINANCES. DISCHARGES OF NON-STORM WATER CAN NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; THREATEN TO CAUSE POLLUTION,

CONTAMINATION, OR NUISANCE, OR CONTAIN A HAZARDOUS SUBSTANCE IN THE QUANTITY REPORTABLE UNDER40 CFR 117 AND 302.

10. POTENTIAL POLLUTANTS INCLUDE BUT NOT LIMITED TO: SOLID OR LIQUID

CHEMICAL SPILLS, WASTES FROM PAINT, STAINS, SEALANTS, PESTICIDES, HERBICIDES, LUBRICANTS, HYDRAULIC, BATTERY OR RADIATOR FLUIDS.

VEHICLE AND EQUIPMENT WASH WATER, ENGINE AND EQUIPMENT STEAM

CLEANING WATER, CHEMICAL DEGREASERS AND CONCRETE WASH WATER, TRASH DEBRIS AND FLOATING WASTES.

11.DISPOSAL OF HAZARDOUS WASTES SHALL BE SPECIFIED ON SITE, IN SEALED

CONTAINERS, STORED IN SECONDARY CONTAINED AREAS AND PROTECTED

FROM STORM WATER, WASTES AND TO BE DISPOSED IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

12. DEWATERING OF CONTAMINATED GROUND WATER OR DISCHARGE OF CONTAMINATED SOIL IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUND WATER REQUIRES A NPDES PERMIT.

13. CONSTRUCTION SITE PERIMETERS MUST BE GRADED TO DRAIN AWAY FROM

THE FACE OF CURB, BUILDING AND SIDEWALKS AT THE END OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARDS LOW POINT AREA AND PIPE INLET DRAINS.

14. EROSION CONTROLS SHALL BE INSPECTED TO INSURE THAT ALL BMPS ARE

IMPLEMENTED IN ACCORDANCE WITH APPROVED PLANS

15. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT

PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDMENT OF WATER CREATES A HAZARDOUS CONDITION.

GENERAL NOTES

GENERAL CONDITIONS

1. ALL WORK SHALL CONFORM TO THE CITY OF GARDEN GROVE STANDARD PLANS AND SPECIFICATIONS, AS WELL AS THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION.

2. COMPACTION TESTING OF THE NATIVE SOIL MATERIAL. AGGREGATE BASE AND CONCRETE BASE SHALL BE COMPACTED TO 90% IN LONGITUDINAL AND TRANSVERSE TRENCHES. ALL COMPACTED FILLED TRENCHES SHALL BE APPROVED BY THE CITY REPRESENTATIVE PRIOR TO NEXT STAGE OF WORK.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING

UTILITY LINES, UTILITY BOXES AND INFRASTRUCTURE AND SHALL BEAR THE EXPENSE FOR REPAIR AND/ OR REPLACEMENT "IN KIND" TO ALL UTILITIES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

HARDSCAPE AND SOFTSCAPE AND SHALL BEAR THE EXPENSE FOR
REPLACEMENT "IN KIND" TO ALL EXISTING SAID FACILITIES.CONTACT CITY REPRESENTATIVE 48 HOURS PRIOR TO EXCAVATION ON THE PROJECT SITE.

5. ALL EXISTING AND NEW CONCRETE SIDEWALK PAVING WITHIN SCOPE OF

WORK AREAS SHALL BE CLEANED BY MEANS OF HIGH PRESSURE WASHING PRIOR TO ACCEPTANCE BY THE CITY REPRESENTATIVE.

6. CONTRACTOR SHALL SUBMIT A CERTIFICATE OF INSURANCE FOR WORKER'S COMPENSATION, GENERAL LIABILITY AND AUTOMOBILE LIABILITY. GENERAL

LIABILITY AND AUTOMOBILE LIABILITY SHALL EACH BE IN THE AMOUNT PER CITY

OF GARDEN GROVE REQUEST AND THE GENERAL LIABILITY MUST INCLUDE AN

ENDORSEMENT DESIGNATING THE CITY OF GARDEN GROVE AS ADDITIONAL INSURED.

ATTENTION
All utllltles shown In this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utlllty agencies and to avoid damaging
existing utllltles during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133

CITY OF GARDEN GROVE

COMMUNITY MEETING CENTER & COUNCIL CHAMBER

BRIDGE & LANDSCAPE RENOVATION PROJECT
13100 STANFORD AVENUE GARDEN GROVE, CA. 92840
PROJECT SCOPE OF WORK CONSIST OF:

DEMOLITION, GRADING AND DRAINAGE CONSTRUCTION,IRRIGATION AND

PLANTING ON THE WEST AND EAST SIDES OF THE COMMUNITY MEETING

CENTER & COUNCIL CHAMBER BUILDING

SITE AREAS
DATE: FEBRUARY 06, 2022
PREPARED FOR: PREPARED BY:

SHEET INDEX

DESCRIPTION

LANDSCAPE

TITLE SHEET

TOPOGRAPHIC SURVEY

DEMOLITION PLAN

DRAINAGE PLAN

CONSTRUCTION PLAN

MATERIALS & LAYOUT PLAN

IRRIGATION PLAN

PLANTING PLAN

CONSTRUCTION DETAILS

IRRIGATION DETAILS

PLANTING DETAILS

PLANTING IMAGERY

STRUCTURAL

STRUCTURAL NOTES

BRIDGE PLAN

BRIDGE DETAILS

SPECIFICATIONS ARE IN
8 1/2" X 11" BOOKLET FORM

SHEET NUMBER
L-0
L-0.0
L - 1 & L-2
L-3 & L-4
L- 5 & L-6
L- 7 & L-8
L-9
LO - 1.1, LD1 .2 & LD-2
10-1
PD-1
PD-2
SN
S-1
SD-1
STRUCTURAL ENGINEER CONSULTANT:

CITY OF GARDEN GROVE
CONTACT: JANET PELAYO
(714)-741-5215

RMA INTERNATIONAL
CONTACT: ROBERT MCMAHON
(562)-618-9119
GEOQUAKE INC.

CONTACT: ZAHERYAZEJI, P.E.
(714 )-941-9764

NOTES TO THE CONTRACTOR

1. THE CONTRACTOR IS REQUIRED TO PULL ALL PERMITS FROM BUILDING AND SAFETY. THE CITY WILL PAY FOR THE COSTS OF THE PERMITS.

2. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF ALL SUBMITTALS AND SHOP

DRAWINGS TO THE CITY FOR APPROVAL WITHIN TEN WORKING DAYS FOLLOWING THE AWARD OF CONTRACT.

3. THE CONTRACTOR SHALL ORDER AND SCHEDULE THE DELIVERY OF ALL

MATERIAL AND EQUIPMENT TO INSURE THAT THERE ARE NO DELAYS OR PERIODS OF INACTIVITY DURING THE CONSTRUCTION PHASE.

4. A TEMPORARY 6' HIGH CHAIN LINK FENCE WITH GREEN WIND SCREEN SHALL BE INSTALLED AROUND THE PERIMETER OF THE PROJECT SITE. THE COST

FOR THE FENCE AND SCREEN SHALL BE DISTRIBUTED AMONG THE VARIOUS BID ITEMS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

5. ALL EXISTING AND NEW CONCRETE SIDEWALK PAVING WITHIN SCOPE OF

WORK AREAS SHALL BE CLEANED BY MEANS OF HIGH PRESSURE WASHING PRIOR TO ACCEPTANCE BY THE CITY REPRESENTATIVE.

EMAIL: [email protected] EMAIL: [email protected]

VICINITY MAP

NOTTO SCALE

UTILITY

SOUTHERN CALIFORNIA EDISON

THE GAS COMPANY
AT&T
O.C.TA.

TIME WARNER COMMUNICATIONS
COUNTY SANITATION DISTRICT OF O.C.

VERIZON

CHEVRON PIP LINE COMPANY

CRIMSON PIPE LINE

6. THE COLORED CONCRETE PAVING ON THE BRIDGE IS A SPECIALTY ITEM. THE

BOMANITE MANUFACTURER IMPRINT STAMP TOOL IDENTIFIED ON THE PLANS

SHALL BE PROVIDED TO DO THE WORK AND NO SUBSTITUTIONS WILL BE ALLOWED.

7. CONTRACTOR IS RESPONSIBLE AND SHALL NOTIFY UNDERGROUND UTILITIES AT (800)-422-3133 TO IDENTIFY AND LABEL MARK ALL ABOVE AND BELOW GROUND UTILITIES WITHIN THE PROJECT SCOPE AREAS. PRIOR TO FINAL

PROJECT ACCEPTANCE BY THE CITY REPRESENTATIVE CONTRACTOR SHALL REMOVE ALL SPRAY PAINTED MARKINGS WITH HIGH PRESSURE WASHING.

8. IF ANY UTILITIES ARE FOUND WITHIN THE SCOPE OF WORK AREA

CONTRACTOR TO POTHOLE BY HAND AND LOCATE ALL LINES BEFORE PROCEEOING. CITY REPRESENTATIVE SHALL NOTIFIED IMMEDIATELY.

THE COST FOR DOING THIS SHALL BE DISTRIBUTED AMONG THE VARIOUS BID ITEMS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

9. TO ENSURE PROPER BONDING, THE NSR LEDGE STONE PANELS AND

PRECAST CONCRETE PEDESTAL CAPS MUST BE THOROUGHLY WASHED AND

RINSED OFF WITH CLEAN WATER BEFORE APPLYING THE MORTAR, SEALER AND ANTI GRAFFITI PRODUCTS .

CONTACT PERSON

CECILIA CAMPOS

DON AMADOR

YVETTE GARAFANO

MARK SELLINGER

JOHN LO

WENDY ALLISON

LEOESTOYU

ALSUPER

DAN COBURN
EMAIL: [email protected]
PHONE NO.
(714 )-973-5445
(714 )-634-3039
(714 )-666-5692
(714 )-530-6060
(714)-903-8213
(714 )-593-7880
(714 )-357-67 48
(310)-669-4014
(562)-285-4156

NO REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

TITLE SHEET
RMA INTERNATIONAL ROBERT MCMAHON CA# 3463

LANDSCAPE ARCHITECTURE & PLANNING PROJECT LANDSCAPE ARCHITECT RCENO, 3153RDSTREETSUITEN --==~~======----==~---~~---I
HUNTINGTON BEACH, CA 92648
P (562) 616-9119 EMAIL: [email protected] RJM 0~21-22 L-0

TOPOGRAPHICAL SURVEY
13100 STANFORD ROAD GARDEN GROVE CA
APN: 090-154-58
N:2232126.29
E:6O49812.O7

98. 67
~i
~I
ti
(/)I
N 89°51'16"W 662.66' TRACTN0.'29 ~
------------------------- - --- - - ------- - - - - - - ----- - --T--- r - sTANFORoAvENuE ------- ----------------------------------- - I
I
I
I
I
I - - - - - - - , - _, _ - T - - - - - T - - - - - - i-

FLOOR EL
+ <rs:94.70>
i I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
1-J-w ,O
W IW er: z
f--- ,0
(J) IO :r:Z
1- ,<(
x la:i U)~
I
I I
_I
(~~;k l
L __ _ - - - - - -----ii!IT-~ iiJi:ill e 'H,'5'4 )
I
<' S•'H55)
I
I
I
I
TRACT NO. 329
I
+,J ,. .. ,, I
' <E ... , D ~i __ .'.;;:!'~'i-
N:223O768 .79
I
E:6O49748.26
(EL=9347)
- - - - - - -1- - - - - - T - - - - - 7
I
I
I
I
I
I
I
I
I
<rs•••"' ASPtw.T f r
lf----·•_>£11-+~~l~2, I
,\SPIW.T
P.wEMOIT
I
I
I
I
I
I
I
I
I
I
I
I
_J
I
I
I
I
I
I
GARDEN GROVE k l _ffe ~ ~ -- •• ~ , I I
~
I
I
I
I
I
I

GRAPHIC SCALE
20' 10' 20'
,....,
FEET
LEGEND
A.P. _ ANG/.£ EJ)!!ir _ ~ GATE: _ _ _
£P. ENO POINT !jl GV GAS VAL 1£
CB
'V\; ~TCHAK B"~u 6, HANO/C).P PARKING
- ~" ---PROPOITY UNE
-·- · - CDITER UN€
If_ CENTDl UNE
- X- X- X-CHAfN LINK = CE
CT:;;] CONCRITF PA 1£M£Nr
• FOIJNO MONUMENT
eoJ. DRAIN INl..fT
~ El£C111/C PUU BOX

EC ELECTRIC CABINET
GM GAS IETE:R
(NG) NA TUR AL GROUND
(XXX.X) GROIJNO ElEVA TION
(i) fil€ PUON€ AIANUOL€
............,s11\'fcr uGHr
* UGHr s rANOARD
=-=llfl POMER POL£
>---GUY ftfRE

RETA/N/NG/CONCRUE WALL
---RHA/NING/9'-0CK WALL
BR/Cl< WALL
SCIIEEN/BLOCK/lll?OO/WALL
IEL•'5'5) ~ ,,, GRASS •• ...___ ----- .____ +-"'4
i / 'ti '-{'. ,,, Ci' \ '-.. I .o_,.

G ,; / \\_ ' sa'~ t . ve•>87 if
I ~' ·,t +-"'°' "'
"'~'~ --._ a +.•'" ~ .~ ~ GRASS
' '- +i-~i, --- 91 -I~ ; 1
I
~ ::,_""' , • .,,_,,.,, _,
-\•7'.10)
C£C•95.t2> >
.71)
% •
.. _:=--~ W<DSCAPE<.>~
O 4P. GUARD POST +Et"~ -- ~ .,.,~ I
___,,f__ = Of' PAl£/,/EI/T 1r;:.._;;=--=;;;.,..;;=.=;;;_;=,..;;;;;;;..=;...;;;:;;;..=;_;;;~.:;;:;::;.•£:,::;_;;=-=::...;=~=:.~wj~~m~m~wj~~~wiim~~~~wj~~m~mm~~~~~~~~~~~r.:::;...-::;:;.,,;;:~ -~ -;;....-;-:-;;.:.;;-: -~-: -~ -;;: - - SQ.FT. SQUARE FEET
TE: TRASH ENCLOSURE
O TR«
~ TREEPINE
* TREE PAL/I
SIGN
83,.,
---0--l>-<>-IIOOD =CE
-o-<>--o- '/IRE FENCE

BENCH MARK
ORANGE COUNTY SURVEY 8ENCHHARK GG·127
FOUND 2 3 /4" BRONZE CITY OF GARDEN GROVE BENCHMARK DISK. SETlNCONCRITT 0.1FT BB.OW FINISt-ED SURFACE. M.'.)f'(.JNENT IS LOCATED IN 'Tl-IE NORTHEAST CO RNER OF THE INTERSECTION OF I.AJW>50t~ AVE. ANO NINTH ST. 2"1 fT., EAST Of THE 9.C,R, ANO 1.7 FT.

NC)RTH0FTHEOJRBFACE. El:99.663F£ET

I SURVEYOR'S NOTE
lHIS IS NOT A BOUNDMY SUfl\lEY. BOUNDMY SHOWN HERON IS
COMPILED FROM FOUND MONUMENTS ANO AVAII.Alll.E PUBLIC RECOROS.

DATE:
~
I
I
I
I
~r=.,,,
RAYR. ZEOOLLARI
LS I 8346
EXPERf,.TlON DATE: 12/31/2021
DELTA

SURVEYING AND MAPPING
39305 SALINAS DRIVE MURRIETA CA 92563
Phone: 951- 764 - 0158 Fox: 951 - 816- 3235
JOB NO. 21233
09/13/2021 SHEET 1 OF 1
L-0.0

2.40)
•
ADA

PARKING
STALL
#1
6 6
ADA

PARKING
STALL
#3
+
... ..!

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utility agencies and to awid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
• •
+ I
ADA
I

I PARKING
STALL
#2
I I
6 r
(E) DRIVEWAY
+ 13
(E) PARKING LOT
(E) ADA
• RAMP !~====c:,t1··
••
;
---- __ I

LIMIT OF WORK

MID POINT
•• •••
OF CURVE----""
-····
-----1~---­
(E) GRASS
+
(E) TYPICAL

CONCRETE

COLUMNS TO REMAIN
(PROTECT IN PLACE)
+
+

LIMIT OF WORK
___ _, 4 <-----
PA
~

I (E) GRASS
/
PA / -----10e----
[,·
//
/!
(E) CONCRETE

PAVING TO REMAIN
(PROTECT IN PLACE)~
5 ~
~ ~ a: 0
O:::!
:s: ::::>
IL Ol
Q IL
I- 0 -w
~(.)
...J <(
IL

TSIDE I

BUILDING
~ .... •
.±~/-\
0 0
0 0
0 ~
8 B
@]
@]
~
~
~
@]
~
de,

DEMOLITION NOTES
REMOVE AND DISPOSE OFFSITE EXISTING (4) FOUR CONCRETE
BRIDGE PEDESTALS AND CONCRETE ABUTMENTS WITH FOOTINGS.

SAWCUT AND REMOVE TO NEAREST CONTROL JOINT.
(EASTSIDE ONLY)

REMOVE AND DISPOSE OFFSITE EXISTING CONCRETE PAVING AND

FAUX ROCK BOULDERS
REMOVE AND DISPOSE OFFSITE EXISTING (2)TWO
(LQ)- LIQUIDAMBER TREES AND ENTIRE ROOT SYSTEMS
BID ALTERNATE: REMOVE AND DISPOSE EXISTING (6) SIX
(LQ)- LIQUIDAMBER TREES AND ENTIRE ROOT SYSTEMS

REMOVE AND DISPOSE OFFSITE EXISTING SHRUB PLANTINGS

AND ENTIRE ROOT SYSTEMS AND EXISTING PLASTIC MOW CURB
EDGING.

REMOVE AND AND DISPOSE OFFSITE EXISTING GRASS
AND ROOT SYSTEMS AND GRAVEL ROCKS.

EXISTING CONCRETE PAVING TO REMAIN. PROTECT IN PLACE.

EXISTING BOULDERS SALVAGE FOR USE TO BE RELOCATED

IN FIELD BY LANDSCAPE ARCHITECT
EXISTING (4) FOUR CONCRETE BRIDGE PEDESTALS, TO REMAIN, PROTECT IN PLACE FOR USE. (WESTSIDE ONLY)

EXISTING LIGHT POLE FIXTURE AND ELECTRICAL JUNCTION BOX TO REMAIN, PROTECT IN PLACE.

EXISTING TREE TO REMAIN, PROTECT IN PLACE
EXISTING GRASS & PLANTING AREA TO REMAIN.

PROTECT IN PLACE.

EXISTING (1) REDBUD TREE AND AGAPANTHUS SHRUBS TO BE
SAVED AND SALVAGED FOR USE. SEE PLANTING PLAN.

EXISTING CONCRETE CURB. PROTECT IN PLACE.

EXISTING ASPHALT PAVING TO REMAIN, PROTECT IN PLACE.

EXISTING UNDERGROUND ELECTRICAL UTILITY BOX TO REMAIN,
PROTECT IN PLACE.

EXISTING IRRIGATION IN GROUND REMOTE CONTROL VALVE BOX TO BE MODIFIED SEE IRRIGATION PLAN.

EXISTING SIGNAGE TO REMAIN, PROTECT IN PLACE.

EXISTING TRASH RECEPTACLE AND POTTERY, SAVAGE FOR USE

EXISTING SEAT BENCH, PROTECT AND SALVAGE FOR USE

NO REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

DEMOLITION PLAN
Scale 1/8"=1'-0"
Graphic Scale RMAINTERNATIONAL ROBERT MCMAHON CA#3463
0 8' 16' LANDSCAPE3!~~0H~JR~~J~~~ N& PLANNING 1-,-AAw~,.-" ----'"'""o""',ec"'n=AN'"CAPE=ARce,CH"'"'cec"'----""""CE""NO.'-r-------"""------1 HUNTINGTON BEACH, CA 92648
P (562) 618-9119 EMAIL: [email protected] RJM 02-06-22 L-1

+
+
ADA
+PARKING
r1i STALL
v #1
+
(E) PARKING LOT
t
ADA I
+ PARKIN I
ADA

PARKING
STALL
#3

DEMOLITION NOTES
REMOVE AND DISPOSE OFFSITE EXISTING (4) FOUR CONCRETE
BRIDGE PEDESTALS AND CONCRETE ABUTMENTS WITH FOOTINGS.

SAWCUT AND REMOVE TO NEAREST CONTROL JOINT.
(EASTSIDE ONLY)

REMOVE AND DISPOSE OFFSITE EXISTING CONCRETE PAVING AND

FAUX ROCK BOULDERS

BUILDING
13 CJ-S1~LL
t :===============-+-_-_-_-_-_-_-_-_-_-_-_-+
REMOVE AND DISPOSE OFFSITE EXISTING (2)TWO
(LQ)- LIQUIDAMBER TREES AND ENTIRE ROOT SYSTEMS
~
ACCESSIBLE •
PATH OF TRAVEL:••••••?
•
~
~IE_A_S-TS_I_D_E~I ~ § /. :;;~~~~~VEL ~~~~~~~~~e;i~,:--~ ~ !::: "• • • • • • • • • • • • • • • • • / (PROTECT IN PLACE)~ ~ri'.)V----=
NOTES:

1. CONTRACTOR SHALL REMOVE AND DISPOSE OFFSITE EXISTING IRRIGATION LATERAL LINES AND POPUP SPRAY HEADS.

EXISTING 2" DIAMETER MAINLINE SHALL REMAIN IN PLACE.

EXISTING INLINE REMOTE CONTROL VALVES/ BOXES SHALL BE
MODIFIED. WIRING FOR VALVES SHALL REMAIN IN PLACE FOR USE, REFER TO IRRIGATION PLAN FOR ADDITIONAL NOTES.

2. CONTRACTOR SHALL CLEAR EXCAVATE, REMOVE AND DISPOSE

EXISTING SOIL, GRAVEL, BOULDERS, CONCRETE AND ALL
OBSTRUCTIONS OFFSITE. SEE DRAINAGE PLAN FOR NEW PROPOSED GRADE ELEVATIONS.

3. CONTRACTOR SHALL CLEAR EXCAVATE, REMOVE AND DISPOSE

OFFSITE EXISTING TREES, SHRUBS, GRASS AND ENTIRE ROOT

SYSTEMS

4. ALL EXISTING POTABLE WATER, STORM DRAINS, SEWER,
ELECTRICAL UTILITIES AND BOXES SHALL BE PROTECTED IN PLACE.

CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND/ OR
REPAIR "IN KIND" ALL DAMAGED UTILITIES THROUGHOUT THE
CONSTRUCTION PERIOD.

5. CONTRACTOR SHALL TAKE ALL MEASURES TO PROTECT THE

BUILDING GLASS PANELS THROUGHOUT THE ENTIRE

CONSTRUCTION PERIOD
+

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utility agencies and to awid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
--------<8'--+-­
(E) GRASS
(E)
DOOR
CJ
~ ~ a: 0
O:::!
~ :::>
LL Ill
Q LL
I- 0 -w ~o
...J <(
LL
I
--~81---­
(E) GRASS .··•••· ...

I
/ ·, •.. , _____ ___
/ ,t
I ~=t-
~--, __
6 11 +
~
-------,8t---­
(E) GRASS -jt-
',,"
·,,,
·---,,,
~~~~ ~~:g;:iNAGE PU\~--
~ --- FOR NEW MODIFIED
0 '•·--.CONTOURING
........... ± -- +
-----
-------.......... _~
+
(E) PARKING LOT
--------<EJ'----
/,/'
\+
·----,,..._
ADA
PARKIN
STALL
#5
+
+
0 0
0 0
0 ~
8 B
@]
@]
~
~
~
@]
@]
®
BID ALTERNATE: REMOVE AND DISPOSE EXISTING (6) SIX
(LQ)- LIQUIDAMBER TREES AND ENTIRE ROOT SYSTEMS

REMOVE AND DISPOSE OFFSITE EXISTING SHRUB PLANTINGS

AND ENTIRE ROOT SYSTEMS AND EXISTING PLASTIC MOW CURB
EDGING.

REMOVE AND AND DISPOSE OFFSITE EXISTING GRASS
AND ROOT SYSTEMS AND GRAVEL ROCKS.

EXISTING CONCRETE PAVING TO REMAIN. PROTECT IN PLACE.

EXISTING BOULDERS SALVAGE FOR USE TO BE RELOCATED

IN FIELD BY LANDSCAPE ARCHITECT
EXISTING (4) FOUR CONCRETE BRIDGE PEDESTALS, TO REMAIN, PROTECT IN PLACE FOR USE. (WESTSIDE ONLY)

EXISTING LIGHT POLE FIXTURE AND ELECTRICAL JUNCTION BOX TO REMAIN, PROTECT IN PLACE.

EXISTING TREE TO REMAIN, PROTECT IN PLACE
EXISTING GRASS & PLANTING AREA TO REMAIN.

PROTECT IN PLACE.

EXISTING (1) REDBUD TREE AND AGAPANTHUS SHRUBS TO BE
SAVED AND SALVAGED FOR USE. SEE PLANTING PLAN.

EXISTING CONCRETE CURB. PROTECT IN PLACE.

EXISTING ASPHALT PAVING TO REMAIN, PROTECT IN PLACE.

EXISTING UNDERGROUND ELECTRICAL UTILITY BOX TO REMAIN,
PROTECT IN PLACE.

EXISTING IRRIGATION IN GROUND REMOTE CONTROL VALVE BOX TO BE MODIFIED SEE IRRIGATION PLAN.

EXISTING SIGNAGE TO REMAIN, PROTECT IN PLACE.

EXISTING TRASH RECEPTACLE AND POTTERY, SAVAGE FOR USE

EXISTING SEAT BENCH, PROTECT AND SALVAGE FOR USE

NO REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

DEMOLITION PLAN
Scale 1/8"=1'-0"
Graphic Scale
0 8' 16'
RMAINTERNATIONAL ROBERT MCMAHON CA#3463
LANDSCAPE3!~~0H~JR~~J~~~ N& PLANNING 1-,-AAw~,.-" ........c"'=o"='°'="'"='"=CAPE=ARC=H"'="''-------""=CE=NO.'-r------"""----1 HUNTINGTON BEACH, CA 92648
P (562) 618-9119 EMAIL: [email protected] RJM 02-06-22 L-2

ASPHALT

PAVEMENT
~'~
ADA

PARKING
STALL
ADA i
PARKIN¢
STALL/
#3
/ CONCRETE
_V-GUTTER
#4 I
---- ----+ --- --------- -------------

ATTENTION

ASPHALT

PAVEMENT
All utilities shown in this plan are based on
available records. It shall be the sole responslblllty
of the contractor to verify existing utilities by
contacting utility agencies and to avoid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
~
~
2: a:
0 C!J
z
55 ~ (TC93.06)
{FS 92.66

EROSION CONTROL
MEASURES:

CONTRACTOR SHALL

PLACE GRAVEL BAGS
(2' HIGH) AND 9" DIA.

STRAW WATTLE ON
INTERIOR OF SCOPE 0
• WORK AREA DURING

THE CONSTRUCTION
PERIODj !
+ - --------- -------- ------ '

ASPHALT

PAVEMENT

EXISTING

PARKING
STALL
~
~
(E) DRIVEWAY
,.,-----......_
~~R:: I
~ (
••••••••• ~~-.sl".

FS 93.20) {F
(TYP).1' X 6'

BELOW GRADE

FRENCH DRAIN
SEE DETAIL:
♦ \_CONCRETE { L ':::._1_-_--:,'i..__~_~-Y'------'v A.,..._ 11 _ COLUMN PROTECT IN (FS 95.26~
PLACE~ - ♦
COLUMN
•
COLUMN
NOTE:

DECOMPOSED GRANITE

PATHWAY NOT TO
EXCEED 4% SLOPE

GRADIENT (TYPICAL)
EROSION CONTROL MEASURES:

CONTRACTOR SHALL PLACE GRAVEL BAGS
(2' HIGH) AND 9" DIA. STRAW WATTLE ON

INTERIOR OF SCOPE OF WORK AREA
DURING THE CONSTRUCTION PERIOD.
oil
_ffiOB-31-22
>- ff)
a: a: NOTE: MAXIMUM 5% SLOPE IN DIRECTION
I- 0
Zo
UJ 0
PEDESTRIAN OF PATH TRAVEL AND 2% CROSS

SLOPE AND NO VERTICAL RISES HIGHER THAN
~ I­
<( -
1/4" FOR ALL SIDEWALKS/ WALKWAYS (TYPICAL).
:d5

MAINTAIN PEDESTRIAN

PATH OF TRAVEL

FROM PARKING LOT

TO BUILDING ENTRY
(TYPICAL) (V) EXISTING IRRIGATION

REMOTE CONTROL VALVE
(SEE IRRIGATION PLAN)
o\oCB
~- ----JF'G 93.70)
f,.. ----(TYPICAL) MAINTAIN
)ll( ~ C!J POSITIVE DRAINAGE
PD MIN. ~ FLOW AWAY BUILDING
"' ...J ~s
)ll( ~ ID
PDU
!WESTSIDE I
•--.____ (FG 93.70)
--;;;~ m ii=!:;~:i=f~'-=~:::--::-fru~(UNDER BRIDGE) -(2) NEW AREA DRAINS WITH 6" DIAMETER SCH 40 DRAIN PIPES SLOPE 1%
GRADIENT MINIMUM. CONNECT TO PIPE DRAIN
SEE DETAIL SHEET L-4.
a:
~o
!!:!.,Q
0 - { E:-C.ac.9.4_,61)
',
',,
GRASS
~ ·,., .... , ..... ,_
-,~ ', __ 1j~f>'!> WROL
Scale 1/8"=1'-0"
Graphic Scale
0 8' 16'
FE
315 3 HIJ SIHC:J::I SUIII:: N
HUNTINGTON BEACH. CA 926-48
LEGEND
~ EXISTING CONTOUR
~ PROPOSED CONTOUR
(FS 0.00) EXISTING FINISH SURFACE
FS 0.00 PROPOSED FINISH SURFACE
(FG 0.00) EXISTING FINISH GRADE
FG 0,00 PROPOSED FINISH GRADE
--'¾-- FLOWLINE

PA PLANTING AREA

HP HIGH POINT
=
6" DIAMETER SCH40

DRAINLINE PIPE
AD
121 LANDSCAPE AREA DRAIN
SEE DETAIL SHEET L-4

PD)S( GRAVEL SUMP I PIPE DRAIN
SEE DETAIL 3 SHEET LD-2
~ FRENCH DRAIN WITH

PERFORATED PIPE DRAIN LINE
SEE DETAIL SHEET L-4

DG DECOMPOSED GRANITE

CB COBBLESTONE

LT LIGHT POLE

GENERAL GRADING NOTES

1. CONTRACTOR TO VERIFY GRADES AND NOTIFY LANDSCAPE

ARCHITECT OF ANY DISCREPANCIES PRIOR TO STAAT OF GRADING WORK

2. ALL EXISTING FINISH SURFACE MID FINISH GRADES SHOWl'IARE PER

TOPOGRAPHIC SURVEY PLAN

3. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING

SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE.

4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIPf ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUClURES, /IND FINISH FLOOR ELEVATIONS WITH THE CITY REPRESENTATIVE.

NOTIPf THE LANDSCAPE ARCHITECT IMMEDIATELY UPON ANY
DISCREPJ\NCIES.

5. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 2-1/2" BELOW

ADJACENT PAVING SURFACE UNLESS OOTED OTHERWISE IN
CONSTRUCTION DETALS.

6. PRIOR TO FINISH GRADE OPERATIONS CONTRACTOR FURNISH AND

INSTALL CLASS A TOPSOIL PLANTER MIXAND SOIL AMENDMENTS

UNIFORMLY THROUGHOUT ALL PLANTER AND GRASS AREAS BY MEANS ROTOTILL TO A DEPTH PER THE SOILS REPORT.
1 08-31-22 CITY COMMENTS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

GRADING & DRAINAGE PLAN
P (562)618--9119 EMAIL: rmalandscape@gm:iil.com RJM 08-31-22 L-3

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responslblllty
of the contractor to verify existing utilities by
contacting utility agencies and to avoid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
+
:4)
~
>- en a: a:

I- 0 Zo
W,:i
~ I­
<( -
~ rj JO-------><

CJ BENCH

MAINTAIN PEDESTRIAN

PATH OF TRAVEL

FROM PARKING LOT

TO BUILDING ENTRY

BUILDING

IEASTSIDE
(FG 94.50)
CJ
z
i5
...J
s cc
I
EXISTING GRASS 2% r---..__
TO REMAIN ----c,---
PROTECT IN PLAC...._ __ __,_MIN.
(FG 94.37)

MAINTAIN

POSITIVE DRAINAGE

FLOW AWAY BUIDLING
~ MIN.

GRASS \._EXISTING
SIDEWALK~

LIGHT POLE
(FS 94.25)

PEDESTRIAN

PATH OF TRAVEL
(FS 94.29)
r EXISTIN
4:1 MAX. GRASS TO

RADIE NT REMAIN

PROTECT IN
(~ PLACE
I ~;:s +
.,
"
(E) SPORT COURT

TO REMAIN
(PROTECT IN PLACE)
.&_08-31-22
NOTE: MAXIMUM 5% SLOPE IN DIRECTION
PEDESTRIAN OF PATH TRAVEL AND 2% CROSS

SLOPE AND NO VERTICAL RISES HIGHER THAN
LANDSCAPE 1/4" FOR ALL SIDEWALKS/ WALKWAYS (TYPICAL).

WALL
SIGN
GRASS
(E) PARKING LOT
ADA
PARKIN
STALL
#4

CONCRETE
®wv
'I

94.40 V T
ADA
PARKIN
STALL
#5
r EXISTING _/

SIDEWALK
LEGEND
~ EXISTING CONTOUR
~ PROPOSED CONTOUR
(FS 0.00) EXISTING FINISH SURFACE
FS 0.00 PROPOSED FINISH SURFACE
(FG 0.00) EXISTING FINISH GRADE
FG 0.00 PROPOSED FINISH GRADE
--

FLOWLINE

PA PLANTING AREA

HP HIGH POINT
=
6" DIAMETER SCH40

DRAINLINE PIPE
AD
!QI LANDSCAPE AREA DRAIN
SEE DETAIL SHEET L-4
PD)!( GRAVEL SUMP/ PIPE DRAIN
SEE DETAIL 3 SHEET LD-2
~ FRENCH DRAIN WITH

PERFORATED PIPE DRAIN LINE
SEE DETAIL SHEET L-4

DG DECOMPOSED GRANITE

CB COBBLESTONE

LT LIGHT POLE
6" MIN. COVERAGE TOPSOIL
6" DIA. FRENCH DRAIN
PERFORATION @ BOTTOM-----i-~;,;l\Ji._, l.~IC. •
i" DIA. CRUSHED ROCl<i'----~
-~~~=
FILTER CLOTH LAP 12" @ TO
l 12" l
'l 'l
FRENCH DRAIN AND PERFORATED PIPE DETAIL N.T.S.

SLOPE2% Ml
~I
SLOPE 1% MIN. ,,-~s-,-------,
r---- NOS #90 SPEE-D-BASIN' 6" GRATE
(GREEN) SHRUB PLANTING AREAS
(GRAY) IN COBBLESTONE AREA
~--- FINISH GRADE - SLOPE TO

DRAIN SEE DRAINAGE PLAN
-~~---SCH 40 6" DIAMETER RISER
f=-"=~===1+----sCH 40 6" PIPE DRAIN AWAY
FROM BUILDING TO LOW POINT ~--,Ti=:rL-~=~­
ON SITE (SEE PLAN) =ITT=ffi=JTT=
W~ill~ ---'SPEE-D-DRAIN' NOS
6" SINGLE OUTLET NOS
6" DOUBLE OUTLET
AREA DRAIN DETAIL N.T.S.

Scale 1/8"=1 '-0"
Graphic Scale
0 8' 16'
1 08-31-22 CITY COMMENTS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

GRADING & DRAINAGE PLAN & DETAILS
RMA INTERNATIONAL ,.a.,..oB""E"-'AT.-Mc,...M.,.AH..,.D..,_N --------"'CA"-'#~34=63~----- LANDSCAP~,~~~~i;;lc?(~~~ N& PLANNING 1-----~'='o=Jm=L<=N=osc="='"'°;=='"='°'~--~'°'="occ.,. ---~~----., HUNTINGTON BEACH, CA 926-48
P (562) 61!!-9119 EMAIL: [email protected] RJM 08-31-22 L-4

ADA

PARKING
STALL
#1
---+

ASPHALT

PAVEMENT
• •
•
• • •
ADA

PARKING
STALL
#2
•--.. ---+ ------ ---• • • •• '9a • • /::> C.t-.
• • • -;(/ll '"iS'
t
Y GRID SHOWN IS 10' o.c.7\
X GRID SHOWN IS 1 O' O.C .

ASPHALT

PAVEMENT D
. 7·· At o'/,t-, • • • • • • • • • • • O,c:- <J'<.t-.
. .. ~-'' J f--+-- -----==H------fi
• ·-~t,,,,
6 ··-~
ADA / ••• ' .

PARKIN~ •••
STALL/
#4

POINT OF

BEGINNING

FACE OF CURB

EXISTING

PARKING
STALL
10'

TYPICAL
----+ ----

CONCRETE

V-GUTTER
------ -+ -

ASPHALT

PAVEMENT
GRASS
♦ CONCRETE
COLUMN
~
COLUMN
COLUMN
•
FLUSH

TYPICAL
SPEED
DOWEL
1000
B D
LIMITOFWORK ~
(E} CONTROL JOINT

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utility agencies and to awid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133

LAYOUT OF PLANTER AREAS

AROUND EXISTING PINE TREES

SHALL BE APPROVED BY CITY

REPRESENTATIVE
c6
>- Cl)
a: a:

I- 0
Zo WO
~ I-
<( -
~ Ci'.]
~ ;...

BUILDING
lwESTSIDE I
\ LIMIT OF WORK
' (E} CONTROL JOINT
(~
GRASS
~
0 0
0 0
0 0
0 ®
®

CONSTRUCTION CALLOUTS
(WESTSIDE BRIDGE LOCATION)

CONSTRUCT NEW BRIDGE WITH STEEL BEAMS, CONCRETE PAVING,

STEEL RAILINGS AND HANDRAILS AND STONE VENEER CLADDING ON (4) EXISTING CONCRETE PEDESTALS.

SEE DETAILS ON SHEETS LD-1.1 & LD1.2. SEE STRUCTURAL DETAILS. (WESTSIDE BRIDGE LOCATION)
CONSTRUCT NEW 6" THICK INTEGRAL & WOOD BOARDWALK PLANK

TEXTURED CONCRETE PAVING WITH STEEL REINFORCEMENT
SEE DETAIL, SHEET LD-1. AND DETAIL 1, SHEET LD-2.SEE

STRUCTURAL DETAILS
(EASTSIDE OLD BRIDGE LOCATION)
CONSTRUCT NEW 4" THICK INTEGRAL COLORED CONCRETE PAVING WITH TOPCAST # 3 FINISH AND WITH STEEL REINFORCEMENT
SEE DETAIL 1, SHEET LD-2.

CONSTRUCT NEW 4" THICK INTEGRAL COLORED CONCRETE PAVING WITH TOPCAST # 3 FINISH AND WITH STEEL REINFORCEMENT
SEE DETAIL 1, SHEET LD-2.

FURNISH AND INSTALL 3" THICK DECOMPOSED GRANITE PAVING
WITH 6 MIL WEED BARRIER AND STEEL METAL EDGING.(ALL SIDES ADJACENT TO PLANTER AREAS). SEE DETAIL 2, SHEET LD-2.

FURNISH AND INSTALL 3" TO 5" DIAMETER GROUTED MEXICAN BEACH

PEBBLE MIXED COLOR COBBLESTONE OVER INTEGRAL COLORED
CONCRETE BASE. SEE DETAIL 5, SHEET LD-2.

FURNISH AND INSTALL (B) REAL ROCK APACHE SUNSET BOULDERS BOULDERS (QTY. 18) 2'-0 TO 3'-0" DIAMETER AVAILABLE AT:

SOUTHWEST BOULDERS (714)-882-1010 SEE DETAIL 4, DETAIL LD-2.

FURNISH AND INSTALL STEEL METAL EDGING WITH GROUND
STAKES. NOTE: INSTALL EDGING ALONG (ALL BOARDER EDGES)
OF DECOMPOSED GRANITE PATHWAY) SEE DETAIL 3 SHEET PD-1.

FURNISH AND INSTALL (8) 8" DIAMETER DRAINAGE STANDPIPE
WITH GRAY AREA DRAIN CAP. SEE DETAIL 3, SHEET LD-2

PA- TYPICAL PLANTER AREA WITH NEW TOPSOIL AND SOIL

AMENDMENTS AND BARK MULCH SEE PLANTING PLAN SHEET

1. ALL DIMENSIONS ARE TAKEN FROM FACE OF BUILDING

WALLS OR EDGE OF PAVING, UNLESS OTHERWISE NOTED
ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE

LINE AND ALL RADII AND CURVES ARE TO HAVE CONTINUOUS

AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR
BENDS.

2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE APPROVED

BY CITY REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR
TO POURING.

3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES BY

MEANS OF STAKING AND MARKING PRIOR TO CONSTRUCTION
AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED.

4. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES SHOWN

ON IRRIGATION PLAN, CONSTRUCTION PLANS AND LIGHTING PLAN PRIOR TO INSTALLATION OF PAVING.

5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM
TO LOCAL CODES.

6. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING
CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK.

LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY
OF ANY DISCREPANCIES OR DEFICIENCIES.

7. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE

CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE
MATERIALS.

NO
LEGEND

SYMBOL DESCRIPTION
~
(±)
R
PA

CENTER OF RADIUS
RADIUS
7 PLANTER AREA
ALIGN
EJ
5,1
P.O.B.
11 EXPANSION JOINT
(FULL DEPTH)

CONTROL JOINT

POINT OF BEGINNING

SPEED DOWEL (TO EXISTING

PAVING)
DG· STABILIZED DECOMPOSED
GRANITE SEE DETAIL 2, SHEET LD-2

CB- GROUTED COBBLESTONE
SEE DETAIL 5, SHEET LD-2

LT- LIGHT POLE

REVISIONS

CITY OF GARDEN GROVE

8. THE DRAWINGS AND SPECIFICATIONS REPRESENT
THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY
SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING
Scale 1/8"=1'-0"
Graphic Scale
0 8' 16'

CONSTRUCTION MATERIALS
& LAYOUT PLAN
RMAINTERNATIONAL ROBERT MCMAHON CA#3463
LANDSCAPE3!~~0H~JR~~J~~~ N& PLANNING o-------~"'=o"='°'~"'"='=sCAPE~ARFC=H"'=cr~--~"=CE=NOc..,. ---~~------o HUNTINGTON BEACH, CA 92648
P (562) 618-9119 EMAIL: [email protected] RJM 02-06-22 L-5

RASS

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utility agencies and to awid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
+
+ ~REE / i
V 6f4 - ~ IKE + ADA +

RACK PARKING
STALL
6 #2 I
I
\
+ +
~
CESSIBLE •
TH OFTRAVEL:••••••~
•
(E) PARKING LOT
cO
>- (J)
a: a:

I- 0
Zo WO
+

ACCESSIBLE
/. PATH OF TRAVEL ~
"·················✓ ~ I­
<( -
~ ~ x-----
I
EXIST.CONCRETE

WALK TO REMAIN
GRASS

BUILDING

IEASTSIDE GRASS
GRASS

TYPICAL
SPEED
DOWEL
,//
/'

TYPICAL
SP'EED
DOWEL, ..........

GRASS
0 E
GRASS
®wv
GRASS
■
.13)
C=94.12)
668
<EC=94.07)
EC
EXIST.WALK

TO REMAIN
GRASS -...... ____ .. ________________________ _
<ECf~;.i9'r----- n;, V
+
icoNCRETE
6J7
<EC=94.00)
. E C
//
l

CONCRETE CONSTRUCTION CALLOUTS V-GUTTER
0 ~
Scale 1/8"=1'-0"
Graphic Scale
0 8' 16'
(EASTSIDE OLD BRIDGE LOCATION)
CONSTRUCT NEW 4" THICK INTEGRAL COLORED CONCRETE PAVING WITH TOPCAST # 3 FINISH AND WITH STEEL REINFORCEMENT
SEE DETAIL 1, SHEET LD-2 .

NO
LEGEND

SYMBOL DESCRIPTION
(±) CENTER OF RADIUS

R RADIUS

PA PLANTER AREA
~ ~ ALIGN

EJ EXPANSION JOINT
(FULL DEPTH)

5.! CONTROL JOINT
P.O.B .

POINT OF BEGINNING
11 SPEED DOWEL (TO EXISTING

PAVING)

DG- STABILIZED DECOMPOSED
GRANITE SEE DETAIL 2, SHEET LD-2

CB- GROUTED COBBLESTONE
SEE DETAIL 5, SHEET LD-2

LT- LIGHT POLE

REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

CONSTRUCTION MATERIALS
& LAYOUT PLAN
RMAINTERNATIONAL ROBERT MCMAHON CA#3463
LANDSCAPE3!~~0H~JR~~J~~~ N& PLANNING 1-,-AAw~,-,c--""'"'oa""ec'-'nAN:,:,O"'SCAPC=AR~C"'HTI'""CT'----------'""""'"""o=,. ------"""-----I HUNTINGTON BEACH, CA 92648
P (562) 618-9119 EMAIL: [email protected] RJM 02-06-22 L-6

:TE
NOTE:

SCOPE OF WORK AREA

REMOVE ALL

LATERAL LINES AND

SAVAGE POP UP HEADS
(DELIVER TO CITY
. MAINTENANCE STAFF)
NOTE: CONTRACTOR TO ENSURE

ALL WIRING FOR REMOTE

CONTROL VALVES IS CONNECTED

AND PROGRAMMED TO EXISTING

TIME CLOCK CONTROLLER
1000
B D
EXISTING 2" MAINLINE TO REMAIN

FOR USE (VERIFY LOCATION IN FIELD)
(EXIST.- 1 A) (NEW- 1 A)

EXISTING

PARKING
STALL
~ , ~" 1 ,, /(EXISTING) REMOVE AND REPLACE
~ ~W- 1 . 1 112 WITH NEW 1 ~" REMOTE CONTROL
~~ 7 2Ji~., VALVEANDNEWPRESSURE

EXISTING

PARKING
STALL
',,\., //,
EXl~TING

SIDEWALK
~ ,_ - ~ l_ _ . / REGULATOR WITH FILTER
~ ~-----,--------,
ZONE1
2200 SQ.FT.
~ " TREE
(TYP.)
3" SLEEVE

EXISTING

SIDEWALK

BUILDING

ENTRY /EXIT
(EXIST.- 18B) (NEW- 18B)
18 /,..,~+---ZONE 2 1 1/2"
2085 SQ.FT. 25
/r-Rtv,)'fr';,.,,.4,,1,•~;;....---+--(EXISTING) REMOVE AND REPLACE WITH NEW 1 ~" REMOTE CONTROL

VALVE AND NEW PRESSURE

REGULATOR WITH FILTER
/a,-.,<+----+--EXISTING 2" MAINLINE
(VERIFY LOCATION IN FIELD)

CB) GROUTED

COBBLESTONE
: ~R;--___ _,_(DG)
__±__ DECOMPOSED
(TYPICAL)

GRANITE
(TYPICAL)-----:/i/~}v'f;i
NOTE:

FOR ALL NEW AND EXISTING TREES

WRAP DRIP TUBING AROUND TREE ROOT
BASE (3X'S) THREE TIMES. KEEP 12"

AWAY FROM TREE TRUNK (TYPICAL)

CUT AND CAP
(E) LATERAL
1"

BUILDING
!WESTSIDE I
iai----+---NOTE: (TYPICAL)
INSTALL NEW SCH 40 SLEEVE

FOR MAINLINE WHERE NEW

COBBLESTONE IS BEING INSTALLED
(E)
DOOR
C\I , TO REMAIN FOR USE :+ 1j~~·
·c:1XISTING MAINLINE lo'
/ E!!ii (VERIFY IN FIEU:~ LOCATION) -- ~
LEGEND

HYDROZONES FOR NEW SHRUB AREAS AND AROUND EXISTING

AND ALL NEW TREE(S) TRUNK BASE
MANUFACTURER: RAINBIRD XFS0612500-XFS SUB-SURFACE
DRIPLINE WITH COPPER SHIELD 0.6 GPH, 12" SPACING
1/2" DRIP DISTRIBUTION TUBING WITH 12" O.C. SPACING. USE

RAINBIRD DRIP COMPRESSION FITTINGS AND ACCESSORIES FOR
ALL CONNECTIONS. DRIP TUBING TO BE INSTALLED 2" (INCHES) BELOW GRADE. REFER TO DETAILS N, 0, P, Q & R SHEET ID-1 FOR

LOCATIONS AT EACH DRIP CIRCUIT
ZONE1 ZONE2
SYMBOL
~
Lo

MANUFACTURER/MODEUDESCRIPTION
RAINBIRD 1812- PRS TURF HIGH POP-UP 180°
PSl-20 GPM-1.5 RADIUS-14 FT NOZZLE-15 H
SEE DETAIL B SHEET ID-1
RAINBIRD 1812- PRS TURF HIGH POP-UP 90°
PSl-20 GPM-0.8 RADIUS-14 FT NOZZLE-15 Q
SEE DETAIL B SHEET ID-1
(EXISTING) - SUPERIOR 950 1" REMOTE CONTROL

VALVE ASSEMBLY ( REMOVE AND INSTALL NEW)
SUPERIOR 950 1 ~" REMOTE CONTROL VALVE WITH

NEW RAINBIRD RBY INLINE DRIP PRESSURE REGULATOR (PR)

AND FILTER COMBINATION
MODEL: XCZ-150-LCS· 1 l" SIZE WITH NEW JUMBO VALVE BOX
AND GREEN LOCKING COVER. SEE DETAIL-A & E SHEET-ID-1.

INSTALL IN SHRUB PLANTING AREAS (ONLY)
(HI) HUNTER INDUSTRIES ECO INDICATOR 6" POPUP CONNECT
TO SCH40 LATERAL LINE AT END OF EACH DRIP SYSTEM ZONE.

RAINBIRD FLUSH VALVE (FV): PLASTIC BALL VALVE AND

AIR RELIEF (AR) WITH GREEN VALVE BOX

AND LOCKING COVER LOCATE AT END OF EACH DRIP SYSTEM ZONE SEE DETAIL C SHEET ID-1
(EXISTING) IRRIGATION MAINLINE: 2" DIAMETER
PVC SCHEDULE 40, SEE DETAIL F SHEET ID-1
NEW- IRRIGATION LATERAL LINE: SCHEDULE 40 IRRIGATION
PIPE. SIZES ARE INDICATED ON THE PLAN. (MINIMUM SIZE i") BURY 18" MIN. BELOW FINISH GRADE SEE DETAIL-F, SHEET ID-1 NEW- PIPE SLEEVE: PVC SCHEDULE 40
TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE

SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING

AND THEIR RELATED COUPLINGS TO EASILY SLIDE
THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18

INCHES BEYOND EDGES OF PAVING OR
CONSTRUCTION. BURY 24" MIN, BELOW PAVING,
SEE DETAIL F SHEET ID-1.

NO REVISIONS

CITY OF GARDEN GROVE
r-NEW

LINE FROM REMOTE
CONTROL VALVE# 20 f Jr~T G~SS / / -

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utility agencies and to awid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
/ CONCRETE/
PAVING_/
~-
dD
Scale 1/8"=1'-0"
Graphic Scale
0 8' 16'
315 3 RD STREET SUITE N
HUNTINGTON BEACH, CA 92648

IRRIGATION PLAN
P (562) 618-9119 EMAIL: [email protected] RJM 02-06-22 L-7

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utility agencies and to awid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
+
,,,,,,---
s
142
ll+~--------~e

BUILDING

ENTRY /EXIT

CJ BENCH I
,,.-3/4"
EO(
(EXIST- #1) 1a9:

REMOTE
I
~~~Tt_O_L_.___ r, 3/4"
GRA,i SS
ECX

BUILDING

IEASTSIDE

MODIFY EXISTING (E)

LATERAL LINES &

POP UP SPRAY HEADS
FOR 100% FULL

HEAD TO HEAD

COVERAGE

IN TURF AREA
1 a9
1~··
E ()(
180!
r3/4"
E90 I
r·------·
GRASS
--------
---.... _ -------,,,
TREE
+
0 E

CONCRETE GRASS
GRASS
r3/4"
ECK
80:r3/4"
(EXIST- #8)
REMOTE

CONTROL
. .VALVE
(TYPICAL)

INSTALL NEW
'~ 0 /
MODIF,Y EXISTINCt(iJ

LA TERAL-UNES -&
_,,/
____ ,----
GRASS
-• .___ LATERAL LINES &
NE~ HUNTER 1-40

POPURHOTORS

AND TIE INTO

EXISTING SYSTEM
3/4"
1 ~o __ &:.
(E) SPORT COURT

TO REMAIN
(PROTECT IN PLACE)
'<.__(EXIST- #12)
REMOTE

CONTROL
VALVE

POP UP SPRAY HEADS
FOR 100% FULL

HEAD TO HEAD
--- "COVERA~E
IN TURF AREA __
GRASS
--• --••••• -• ---•• -• ··-----------------
+
+
®wv
■

ASPHALT

PAVEMENT
+
/coNCRETE
/
dD
Scale 1/8"=1'-0"
Graphic Scale
0 8' 16'
LEGEND

HYDROZONES FOR NEW SHRUB AREAS AND AROUND EXISTING
SYMBOL
~
Lo

MANUFACTURER/MODEUDESCRIPTION
RAINBIRD 1812- PRS TURF HIGH POP-UP 180°
PSl-20 GPM-1.5 RADIUS-14 FT NOZZLE-15 H
SEE DETAIL B SHEET ID-1
RAINBIRD 1812- PRS TURF HIGH POP-UP 90°
PSl-20 GPM-0.8 RADIUS-14 FT NOZZLE-15 Q
SEE DETAIL B SHEET ID-1
NEW- IRRIGATION LATERAL LINE: SCHEDULE 40 IRRIGATION
PIPE. SIZES ARE INDICATED ON THE PLAN. (MINIMUM SIZE¾") BURY 18" MIN. BELOW FINISH GRADE SEE DETAIL-F, SHEET ID-1 NEW- PIPE SLEEVE: PVC SCHEDULE 40
TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE

SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING

AND THEIR RELATED COUPLINGS TO EASILY SLIDE
THROUGH SLEEVING MATERIAL EXTEND SLEEVES 18

INCHES BEYOND EDGES OF PAYING OR
CONSTRUCTION. BURY 24" MIN. BELOW PAYING.

SEE DETAIL F SHEET ID-1.

NO REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

IRRIGATION PLAN
RMAINTERNATIONAL ROBERT MCMAHON CA#3463
LANDSCAPE ARCHITECTURE & PLANNING 1-~---'"'"'o"'"'°ec'ce"'"ee'"""CAPE=AReeCH"'"'"""''-------"""CE"-"N""O.~---=---I 315 3 RD STREET SUITE N DRAWN BY:

HUNTINGTON BEACH, CA 92648
P (562) 618-9119 EMAIL: [email protected] RJM 02-06-22 L-8

ASPHALT

PAVEMENT
NOTE:

ALL PLANTER AREAS
TO RECEIVE 3" THICK

FOREST FLOOR

BARK MULCH

EXISTING

PARKING
STALL
1\
~--,-~--)--------------=--=---- _- _- _- _- _- _- _- _-+-.---_-_- _-__ -___ - _- _ -__ - _-_-_ -___ - _-__ - _-+.----_-__ -___ -_-__ -----✓ ___ J

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utility agencies and to awid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133

ASPHALT

PAVEMENT
--

EXISTING
GRASS

PROTECT /
IN PLACE_/
• COLUMN
♦ CONCRETE

COLUMN PAVING
~ GRASS COLUMN
COLUMN
•

PLANTING LEGEND
TREE

SYMBOL BOTANICAL NAME COMMON NAME SIZE
0 CHITALPA "TASHKENDENSIS" CHITALPA 24" BOX STD.
®

CERCIDIUMX DESERT MUSEUM
'DESERT MUSEUM' PALO VERDE 24" BOX STD.
©
CERCIS CANADENSIS REDBUD TREE (RELOCATED}

EXISTING SIDE WALK

LT) TYPICAL

LIGHT POLE
ocl
>- (/) a: a:

I- 0
Zo Wo
~ 1-
<C -~ (il
~-------------,

EXISTING

AGAPANTHUS SHRUBS & REDBUD

TREE SHALL BE SALVAGED FOR USE
GRASS

AND LOCATED IN THE FIELD BY THE

LANDSCAPE ARCHITECT

CONCRETE
PAVING
SHRUBS
QTY. SYMBOL BOTANICAL NAME COMMON NAME
0 ACHILLEA MILLEFOLIUM MOONSHINE YARROW
'MOONSHINE'
®

ANIGOZANTHOS KANGAROO PAW

FLAVIDUS YELLOW AND RED MIX
0 CALANDRINA SPECTABILIS JA:Z.Z TIME JADE
0 CALLISTEMON CITRINUS LITTLE JOHN BOTTl.EBRUSH
0 CHONDROPETALUM DWARF CAMPO RUSH
®

DIANELLA TASMANICA WHITE STRIPED

VARIEGATED FLAX LILY
0 LANT ANA MONTEVIDENSIS WHITE LANTANA
'ALBA'
®

PEROVSKIA 'DEMIN N LACE' RUSSIAN SAGE
®

POL YGALA MYRTIFOLIA DWARF SWEET PEA
®

SENECIO SERPENS BLUE CHALKSTICKS
DWARF
SIZE
1g
5g
5g
5g
1g
5g
5g
5g
5g
6" POTS
k"--t-(V) TYPICAL
QTY.
10 12
10 20
14 24
11 68

IRRIGATION

VALVE BOX

BUILDING
!WESTSIDE I
(CB) TYPICAL

COBBLESTONE
I I

EXISTING
GRASS

BUILDING
IEASTSIDE !
EXIST.CONCRETE

WALK TO REMAIN
WALL
SIGN

EXISTING GRASS

TO REMAIN
PROTECT IN PLACE--+--GRA

NEW SODDED
GN-1 BERMUDA
GRASS (665 SF.)
FROM: PACIFIC

SOD FARMS
·,,',.,__ ///,/
'-,

EXISTING
SIDEWALK ~.,..---.-------'I~-'.

W SODDED '"' //
G~~~~~~ui:.l ,l' ~E~ isT1NG __ -'
--._FROM: PACIFIC GRASS TO

SOD FARMS REMAIN
+
GRASS
./
_ "', _ __ ___ PROTECT IN
- - ---. ~ LACE
·---..
,,,,/
,,,.,..,-
///
--
-·-··-·------- .... ______ - - - - ··--------... +
~~~~z;1:~~:~NE .. ~Asr-siDETGNb Y) V
\JL)Scale 1 "= 1 O'

GENERAL PLANTING NOTES

1. MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK.

2. VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED.

3. FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND SODDED GRASS. BE RESPONSIBLE AND PAY FOR:

PLANTING OF ALL PLANT MATERIALS: THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE.

4. FURNISH AND INSTALL 3" THICK COVER OF FOREST FLOOR FROM AGUINAGA GREEN (949)-786-9558

5. CONTRACTOR SHALL FURNISH PHOTOGRAPHS OF PLANT MATERIAL FOR APPROVAL PRIOR TO DELIVERY ONSITE. ALL PLANTS SHALL BE FULL IN THE CONTAINER AND MATCHING HEIGHT AND WIDTH WITH NO DEAD WOOD. SEE PLANT IMAGERY SHEET (INCLUDED) AS REPRESENTATION FOR SIZE AND QUALITY. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AND/ OR REJECTION BY THE LANDSCAPE ARCHITECT AND/ OR CITY REPRESENTATIVE PRIOR TO INSTALLATION.

6. ALL PLANT MATERIAL SHALL BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT OR CITY REPRESENTATIVE.

7. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE LANDSCAPE ARCHITECT UPON COMPLETION.

8. CONTRACTOR SHALL PROVIDE A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF PLANT MATERIALS.

9. THIRTY (30) DAYS AFTER INSTALLATION ALL LANDSCAPE SHALL BE FERTILIZED WITH BEST FERTILIZER COMPANY 16-6-8 OR APPROVED EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS.

10. FERTILIZER TABLETS SHALL BE AGRIFORM, 21 GRAM TABLETS (20-10-5) IN QUANTITIES N3 FOLLOWS:
1 GALLON SHRUBS - 1
5 GALLON SHRUBS - 3
BOXED TREES - 1 PER 4" OF BOX SIZE
PLACE TABLETS AT HALF THE DEPTH OF THE ROOTBALL.

11. FOR ALL NEW TREES. REMOVE NURSERY ST AKES AND INSTALL NEW WOOD STAKES AND SECURE PER TREE PLANTING DETAIL SHOWN SHEET PD-1.

12. RELOCATED REDBUD TREE AND AGAPANTHUS SHRUBS; APPLY LIQUINOX 6128 WESTERN STATES B-1 ROOT INHIBITOR AT THE RATE PER MANUFACTURERS RECOMMENDATIONS.

NO REVISIONS

CITY OF GARDEN GROVE
dD

WEST SIDE (ONLY)
Scale 1/8"=1 '-0"
Graphic Scale
0 8' 16'
315 3 RD STREET SUITE N
HUNTINGTON BEACH, CA 92648

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

PLANTING PLAN
P (562) 618-9119 EMAIL: [email protected] RJM 02-06-22 L-9

21'

BRIDGE SPAN
1 NEW FINISH GRADE ~~1.0)
SEE DRAINAGE PLAN ---:;'\ (1.50)
;f\~(OJ
lcoBBLESTONE
(SEE CONSTRUCTION PLAN) l ~
~ffi~
_.,,,,-NEW FINISH GRADE
/ SEE DRAINAGE PLAN
(0) (1.0) (1.50) (2.0) (TYPICAL)
/

NEW PRECAST

CONCRETE CAPS

BOMANITE CONCRETE

WOOD PLANK STAMP

NSR DESERT STONE

DRESSED PANELS

ATTENTION
All utllltles shown In this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utlllty agencies and to avoid damaging
existing utllltles during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
~1.--, ANGLEIIFLAT•

PEDESTAL
~ -(EXISTING)
, ~ CONCRETE
g> ~ WALK___.
ll"l LU
_J
0 2'-8"
I~
81 THIS
SHEET
vi ~ -o
--NEW TEXTURED ~ [i

COLORED CONCRETE
-
I
I I
~
--NEW METAL POST &

RAILINGS (BOTH SIDES)

ON FLAT TOP AND

ANGLE TOP SECTIONS
• FLATI IANGLEII ~1

PEDESTAL
l(4)-(EXISTING)

CONCRETE PEDESTALS

W/ NEW STONE VENEER
(EXISTING)
-CONCRETE WALK___.
' ' ' ,-

PEDESTAL PEDESTAL
IFLAT___..-~~-~~-----~~~---..--~~~~~---~-~~-~ .-- FLATIIANGLEII NEW FINISH G~.~~DE?) SEE DRAINAGE PLAN
(2.0) (0)
(1.50)
(1.0)
~
(EXISTING) 8" WIDE

CONCRETE PEDESTAL

SEE PROPOSED
SECTION ------1► '.\I

SLOPED WALL
----~~+~=~~-
C1
THIS
SHEET
LU
□
(!) 5 \
~ LU
vi ~
(SEE CONSTRUCTION PLAN) l ~ g
LL LL
lcoBBLESTONE
14" CAP
12" STONE FACE
7 r

NEWPRECAST
CONCRETE CAP ---~f7

ADD CMU BLOCK

TO EXISTING CONCRETE

PEDESTAL AND INSTALL
NEW STONE VENEER-..L._--<I;;

END OF WALL RAISE
VERTICAL 4" FROM F.S.

PROPOSED
(0) t~1.50)\~ 1.0) (2~NEW FINISH GRADE

SEE DRAINAGE PLAN
@PROPOSED PLAN VIEW

CONCRETE WALK
--------------------------------________ ::.....

FINISH GRADE ~----:.~
SEE DRAINAG,.,E""'""":;._..;;;;.,-------1-- ...... --1-•--------.;;::,,,--­ (EXISTING)

FINISH GRADE

CONCRETE

ABUTMENT WALL
(BEYOND) TO REMAIN

PLAN NEW COLORED

AND TEXTURED

CONCRETE PAVING

OPEN VOID

BELOW BRIDGE

SEE BRIDGE SECTION
SHEET LD-2
@ (EXISTING) SECTION
2'-8"

PEDESTAL
1R" I tcAPtr
~ ~sS 1c tii Ii: 'l,,r:,,/? ..
"'LJ.J w .

CONCRETE @ ;; .· •••
WALK a.
10'-6"

COLUMN TO POST CENTER
EQUAL

POSTTO POST
CENTER
21'

BRIDGE SPAN

NEW METAL HANDRAIL
(BEYOND)

NEW METAL RAILS

EW METAL POST
@PROPOSED SECTION
o::;;,E1--+--CONCRETEPEDESTAL

W/ NEW STONE VENEER

ALL SIDES & FACE

CONCRETE WALK
@ PROPOSED ELEVATION

CONSTRUCTION NOTES

1. FURNISH AND INSTALL STONE VENEER INTERLOCKING PANELS (ALL EXPOSED FACE AND CORNERS) ON (4) FOUR PEDESTALS:

NSR DESERT STONE DRESSED INTERLOCKING PANELS 6" H X 24" L.

PART NO: QRTDESGLDPANELDR
WITH DRESSED DOGEAR CORNERS.

PART NO:QRTDESGLDDOGEARDR
AVAILABLE AT: THOMPSON BUILDING MATERIALS (714)-998-9337

2. ALL STONE VENEER INTERLOCKING PANEL FACE AND CORNERS SHALL HAVE FLUSH BUTT JOINTS.ANCHOR SECURE ALL STONE WITH LATICRETE MANUFACTURER ADHESIVE. APPLY PER

MANUFACTURERS SPECIFICATION

3. ALL EXPOSED STONE AND PRECAST CONCRETE PEDESTAL CAPS SHALL RECEIVE (3) THREE COATS OF ZERO GLOSS VANDLGUARD

MANUFACTURER ANTO-GRAFITTI COAT APPLICATIONS WITH A
MICRO-SEAL WATER REPELLENT APPLICATION FOR A (5) FIVE YEAR MATERIAL WARRANTY PROTECTION (630}-675-4509

4. FURNISH AND INSTALL PRECAST COLORED CONCRETE CAPS

FOR EXISTING CONCRETE PEDESTALS
SIZES (FLATTOP CAP) 15" L X 12" W &
(ANGLE CAP) 26" L X 12" W X 2" THICK
WITH EASED EDGES WC-200 SERIES.

COLOR: #37 BUFF/ BROWN AVAILABLE AT: PACIFIC STONE
(714}-836-5757 SEE DETAIL THIS SHEET.

5. FABRICATE AND INSTALL HSS TUBULAR STEEL METAL BEAMS PER STRUCTURAL ENGINEER PLAN. PAINT COLOR TO MATCH METAL
RAILINGS AND POST.COLOR: RAL 8019 GRAY BROWN

6.FABRICATE AND INSTALL AND ALL METAL RAILINGS, POSTS,
ANCHOR PLATES AND FASTENING/ ANCHORING DEVICES.

ALL METAL STEEL SHALL BE PER STRUCTURAL PLAN.

ALL EXPOSED METAL SHALL BE PRIMED AND POWDER COATED
COLOR: RAL 8019 GRAY BROWN

7. CONSTRUCT NEW 6" THICK INTEGRAL COLORED CONCRETE

PAVING, WITH COLOR RELEASING AGENT WITH STEEL
REINFORCEMENT.

INTEGRAL COLOR: EASTERN TAN 61222
CONCRETE RELEASING COLOR: MESA BEIGE
FINISH: BOMANITE IMPRINT SYSTEMS TEXTURED BOARDWALK
PATTERN 11.5" (INCH) WIDE PLANK. SEE DETAIL 1, SHEET LD-1.

8. FURNISH AND INSTALL ON ALL NEW CONCRETE PAVING
(2) TWO COATS WATER BASED PENETRATING SEALER WITH
PROSOCO MANUFACTURER. MODEL: CONSOLIDECK SB APPLY PER

MANUFACTURERS RECOMMENDATIONS

9. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF METAL

BEAMS, RAILINGS, POSTS AND HANDRAILS AND SUBMIT TO CITY

REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION AND DELIVERY ON SITE.

10. ALL EXPOSED METAL RAILINGS SHALL HAVE SMOOTH EDGES

11. METAL HAND RAILS SHALL BE CONTINUOUS AND FREE FROM

INTERRUPTIONS

NO REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

BRIDGE DETAILS
RMA INTERNATIONAL 1,R=O=BE=RT~M=C=MA~H=ON~--~---~C=A~#~3463~-----

LANDSCAPE ARCHITECTURE & PLANNING PROJECT LANDSCAPE ARCHITECT RCENO, 3153RDSTREETSUITEN --=~-~=="""ii="~---~=.----~~---1
HUNTINGTON BEACH, CA 92648
P (562) 616-9119 EMAIL: rmalandsC!lpe(@grnail.com RJM 03-21-22 LD-1.1

ATTENTION
All utllltles shown In this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utlllty agencies and to avoid damaging
existing utllltles during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133

PRECAST CONCRETE CAP

BULL NOSE EASED EDGE
AVAILABLE AT: PACIFIC
STONE COLOR: # 37
TEXTURE: LIGHT SAND
-~11----(-ADD (1) COURSE
8" HIGH CMU BLOCK
,,,..~cfil.,=si---(2) # 4 VERT. 12" LONG

REBAR SECURE AND EPOXY

TO EXISTING WALL
llii'--:""'-,,1\-=¥'-'!li! .-+-NSR DESERT STONE DRESSED

LEDGESTONE PANELS AND
CORNERS. INSTALL STONE VENEER

WITH BUTT JOINTS (ALL SIDES)
---r!l::c=i-EXISTING BRIDGE
STONE

VENEER DETAIL
N.T.S.

CONCRETE PEDESTAL

ANCHOR SECURE ALL STONE

AND CAP WITH LATICRETE

MANUFACTURER ADHESIVE
NOTE: ALL STONE CUTS TO HAVE

SMOOTH EDGES
7 (DcoNCRETE

PEDESTAL

WITH STONE I
VENEER(BEYOND)-----:-
1 I

ABUTMENT WALL
INSTALL 1' WIDE NSR

STONE PANEL WITH

CORNER (BOTH SIDES)
7'-5"

CONCRETE PAVING

CENTER METAL RAIL ON EXISTING

CONCRETE PEDESTAL
5'-9"

COLUMN TO COLUMN

1.5" DIA. CONTINUOUS

HANDRAIL (BOTH SIDES)

SEE STRUCTURAL
DETAILS a.
~t=~t✓==~=~~===~NcJ
"'· a::

ONTINUOUS

BOTH SIDES
I
I I
I
I
I
I
I
I
I
I
I
0 PROPOSED SECTION
...J
(.)
...J
(0 ~
"'LJ.J
0 LJ.J
a.

GRADE

CALLOUTS
0 INSTALL NSR DESERT STONE

DRESSED PANELS WITH CORNERS

WITH BUTT JOINTS ON ALL EXPOSED
SURFACES FOR (4) PEDESTALS AND

CONCRETE ABUTMENT WALLS AS
SHOWN
0 CONSTRUCT 4" THICK P.C.C.

INTEGRAL COLORED CONCRETE

PAVING WITH COLOR RELEASING

AGENT FOR BRIDGE WALKWAY
FINISH: BOMANITE IMPRINT STAMP
WOOD PLANK.
0 INSTALL 1/4" EXPANSION JOINT,TO BE

FULL DEPTH FOAM AND COLOR
CAULKING TO MATCH PAVING.
(INSTALL AT BOTH ENDS AND

MID POINT OF BRIDGE)
0 FABRICATE AND INSTALL ALL METAL

BRIDGE RAILINGS, POST AND BASE

CAPS AND ANCHORING DEVICES

PER STRUCTURAL PLAN
(TYPICAL) POWDER COAT PAINT
COLOR TO BE: RAL 8019
GREY/ BROWN.
0 FABRICATE AND INSTALL 1.5"

DIAMETER CONTINUOUS METAL ADA
COMPLIANT HANDRAIL. INSTALL 34"

ABOVE FINISH SURFACE BOTH SIDES
SEE STRUCTURAL ENGINEER PLAN.
(TYPICAL) POWDER COAT PAINT
COLOR TO BE: RAL 8019
GREY/ BROWN.
© FABRICATE AND INSTALL (2) METAL

BEAMS AND METAL SUPPORT POSTS

BETWEEN CONCRETE ABUTMENT
WALLS PER STRUCTURAL PLAN.
(TYPICAL) POWDER COAT PAINT
COLOR TO BE: RAL 8019
GREY/ BROWN.
0 INSTALL 2" THICK PRECAST
CONCRETE CAPS ON (4) FOUR

EXISTING PEDESTALS AS SHOWN
ON ELEVATION. WC-200 SERIES
AVAILABLE AT: PACIFIC STONE

MANUFACTURER

REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

BRIDGE DETAILS
LANDSCA:EM:~~~~:E~T~~~~LPLANNINGl-l-"'c=RO:B:E:RT~M=C~~';A;~~;!;';'-"cc';os;CA,caes,ARC~~"IT;me,=========~~;A;,~=-3463~========~"'=====--I 315 3 RD STREET SUITE N
HUNTINGTON BEACH, CA 92648
P (562) 616-9119 EMAIL: [email protected] RJM 0~21-22 LD-1.2

G) :~T~~~~ii~~~~~~~~g~~~~~~~RETE ~f·
PAVING WITH THICKENED EDGE. SEE ~

PLAN FOR LOCATIONS
@ 3/16" WIDE SAW-CUT SAW CUT LINE

TO ONE QUARTER DEPTH OF CONCRETE
SLAB
@ STEEL REINFORCEMENT
# 4 REBAR@ 18" 0.C. BOTH WAYS
@ j~;•N~~~~~~~j~~~~:i~ ~;:~N;~~N
EW FINISH GRADE 3"

AT PLANTER AREAS AND

2.5" AT TURF AREAS
COLOR CAULKING TO MATCH PAVING. SAWCUT JOINT EXPANSION JOINT 4 @ ~:~J~~~::~1~L~GR~~~~~TE BASE
@ COMPACTED SUB-GRADE TO 90%
(j) THICKENED EDGE (TYP.) ALL SLABS.
@ INSTALL SIKA MANUFACTURER
'GREENSTREAK' SPEED DOWEL
5/8" X 12" LENGTH @24" O.C.

NOTE:

SCORE LINE AND EXPANSION JOINTS

EXISTING

CONCRETE

SEE PLAN SHEET FOR LAYOUT LOCATIONS

CONCRETE FINISHES
(BRIDGE) NEW CONCRETE PAVING
FINISH SHALL BE: BOMANITE WOOD

PLANK BOARDWALK
(SIDEWALKS)-NEW CONCRETE PAVING
FINISH SHALL BE: TOPCAST # 3

NOTES FOR NEW & EXISTING CONCRETE
A. ALL NEW CONCRETE PAVING

SURFACES SHALL BE SLIP RESISTANT,
FINISH PER PLAN.

B. (NEW CONCRETE): CONTRACTOR

SHALL HIGH PRESSURE WASH AND ALL

CONCRETE PAVING AFTER CURE PERIOD
(EXISTING CONCRETE): SHALL BE HIGH

PRESSURE WASHED PRIOR TO

INSTALLATION OF PLANT MATERIALS

DIMENSION

OF BOULDER
0 ~'U6~~~/~•i; ~~~c;:: 1~E.::i~~~ 6~~~ELOCATED BOULDER

SEE CONSTRUCTION PLAN FOR LOCATIONS
0 FINISH GRADE
0 COMPACTED SUB-GRADE @ 90%
C. (NEW CONCRETE):CONTRACTOR SHALL
FURNISH AND APPLY (2) TWO COATS
WATER BASED PENETRATING SEALER.

MANUFACTURER:PROSOCO
MODEL: CONSOLIDECK SB APPLY PER

MANUFACTURER'S RECOMMENDATIONS
D. IN ORDER TO DEMONSTRATE

COMPETENCY, THE CONTRACTOR SHALL
POUR A 2' X 2' COLORED & TEXTURED

SAMPLES (BRIDGE AND WALKS) FOR CITY

REVIEW AND APPROVAL PRIOR TO WORK

BOULDER DETAIL
SCALE: 1/2 "= 1'

APACHE SUNSET BOULDERS AVAILABLE AT SOUTHWEST SUPPLY
(714)-882-1010 SEE CONSTRUCTION PLAN FOR LOCATION AND QUANITY.

ATTENTION
All utllltles shown In this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utlllty agencies and to avoid damaging
existing utllltles during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
NOTE: ALL BOULDERS SHALL BE PLACED IN FIELD

UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT
G)
@
0 ~~~~~t~~A<ri?L~rtiiii6~gg~l~ ~~~r~tTRACIL
FROM GAIL MATERIALS PHONE (951)-667-6106
COLOR: CALIFORNIA GOLD
@ FINISH GRADE
@ ~~~1E ~i6~~;~E i~~~~::~~EA
(NO HEADER ADJACENT TO PAVING)
0) ::~~~~~~L ';,~~UND STAKE MIN. 12" LONG
@ 3" THICK CAB COMPACTED SUB-BASE TO 90%
@ COMPACTED SUB-GRADE TO 90%
(J) 6 MIL VAPOR BARRIER

SEE PLAN FOR LAYOUT
NOTES:

1. BLEND STABILIZER (CAS)AT THE RATE OF 10 LBS. OF STABILIZER PER TON OF CRUSHED AGGREGATE SCREENINGS.

2. APPLY ATTHE SPECIFIED DEPTH: 3" COMPACTED DEPTH-1 TON PER 100 SQ. FT.

3. CRUSHED AGGREGATE SCREENINGS (CAS) TO BE MIXED
THOROUGHLY AND UNIFORMLY WITH A CEMENT MIXER.
-4. 3/8" CRUSHED AGGREGATE SCREENINGS

5. COLOR TO BE: CALIFORNIA GOLD
3 1/2" THICK (MINIMUM) NATURAL

GRAY CONCRETE SUB-BASE
10 X 10 WELDED WIRE STEEL

REINFORCEMENT BOTH WAYS
CENTERED IN SLAB.
90% COMPACTED SUB-GRADE
3" TO 5" DIAMETER ROUND

ROCK COBBLESTONE

GROUT IN PLACE ALL STONES
STONE SPACING 1" GAP MAX.

WITH 85% OF GROUT COVERAGE
GROUT COLOR: LATICRETE
PERMACOLOR #56 DESERT KHAKI
3 PLAN DETAIL

NOTTO SCALE

FOR ILLUSTRATIVE

PURPOSES ONLY

HAND PLACE ROCK ON CONCRETE BED

WITH REQUIRED EXPOSURE AND
I ~ SIMILAR PATTERN

IS TO BE USED
i i MAX. CONCRETE

GAP BETWEEN ROCKS

TOP OF COBBLESTONE
TO BE 1" TO 2" BELOW

FINISH GRADE

FINISH GRADE
1" TO 2" BELOW FINISH GRADE

WIRE BRUSH CLEAN FINISH JOINTS
BETWEEN ALL ROCKS.

COBBLESTONE ROCK:

MEXICAN BEACH PEBBLE MIX COLOR
3" TO 5" DIAMETER
AVAILABLE AT: SOUTHWEST STONE
SUPPLY (714)-882-1010
®

GROUTED COBBLESTONE
SCALE: 1/2 "= 1'
8" DIAMETER X 3' LONG r COBBLESTONE ----,f
SCH 40 PIPE WITH SEE PLAN FOR I

PERFORATED HOLES LAYOUT

WITH NOS GRAY
MIN 3" MAX 5" DIAMETER GROUTED

MEXICAN BEACH MIX COBBLESTONE
SEE DETAIL THIS SHEET.

AREA DRAIN CAP-------

FINISH GRADE

COMPACTED

SUB-GRADE
TO 90%-------
j" DIAMETER CRUSHED

AGGREGATE BASE GRAVEL SUMP
(SEE PLAN FOR LOCATIONS)
COMPACTT085%-----
3~" THICK (MINIMUM) CONCRETE
SUB-BASE WITH 10 X 10 WELDED

WIRE STEEL REINFORCEMENT
(BOTH WAYS-CENTERED IN SLAB)
NOTE: INSTALL COBBLESTONE PER DETAIL

THIS SHEET AND SPECIFICATIONS
A. ROCK SIZES UNLESS OTHERWISE
SPECIFIED SHALL BE: COBBLESTONES:

MAX. 3" TO MIN. 5", NO MORE THAN 50%
OF ANY ONE SIZE.

B. A SAMPLE MOCKUP AREA, MIN. 4' X4' FT.

SHALL BE APPROVED BY THE CITY

REPRESENTATIVE PRIOR TO

PROCEEDING WITH THE REMAINING
ROCK WORK.

C. FINAL RESTING POSITION OF ALL ROCKS

SHALL BE APPROVED BY THE CITY

REPRESENTATIVE
D. ROCKS SHALL BE SMOOTH, ROUNDED,

FREE OF OBJECTIONABLE

DISFIGURATIONS AND IRON CONTENT AS

APPROVED BY THE CITY
REPRESENTATIVE.

E. CONCRETE SUB-BASE SHALL BE PER
CITY STANDARD, 3 1/2" INCH SLUMP
CONCRETE.

F. GROUT COLOR TO BE:

LATICRETE # 56 DESERT KHAKI

WIRE BRUSH ALL JOINTS AFTER THE
INSTALLATION OF THE ROCKS. CLEAN

THE RESIDUE FROM SURFACES OF
ROCKS.

G. NO JOINTS GREATER THAN 1.0" BETWEEN
ROCKS WILL BE ACCEPTABLE.

MEXICAN BEACH PEBBLE STONE MIX
SIZES: 3" TO 5" DIAMETER

REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

LANDSCAPE DETAILS
RMA INTERNATIONAL ROBERT MCMAHON CA# 3463
LANDSCAP~ 1~~~~1~~~~~~ & PLANNINGl:::'.'.'.:=:".';eso;,;'.ec;-~L<::;,;:o;:sCA;ae;:;ARC~;i"";m;:::========::;=;'.;;,o~. ~=======::;;:;:====--I HUNTINGTON BEACH, CA 92648
P (562) 616-9119 EMAIL: [email protected] RJM 0~21-22 LD-2

PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH T-COVER
AND CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. INSTALL
BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.

HEAT BRAND 'RCV" AND CONTROL STATION# ONTO LID.

BRICK SUPPORTS,
4 REQUIRED
LASCO #896 PVC UNION

SLIP X MIPT, SIZE PER RCV,
2 REQUIRED FOR ASSEMBLY

ELECTRIC REMOTE CONTROL

VALVE, SEE LEGEND FOR TYPE

SPARE CONTROL WIRE, LOOP
48" LENGTH INTO EACH RCV BOX

FINISHED GRADE

IN SHRUB AREAS
24" WIRE LOOPS AND
3M DBY-6 WATERPROOF

WIRE CONNECTORS
SCH. 80 PVC SLIP
90 DEGREE ELL
SCH. 40 PVC PIPE OR
SCH. 80 T.O.E. NIPPLE
WITH D.I. SERVICE TEE

TAPE WIRES TO PIPE
SCH. 80 PVC SLIP TEE

OR LEEMCO DUCTILE

IRON BBT SERVICE TEE

FOR USE ON BELL AND

GASKET MAINLINE PIPE
3/4' CRUSHED GRAVEL,
4" MINIMUM DEPTH
'-----LANDSCAPE FABRIC TO

COVER BOTTOM AND ALL

SIDES OF VALVE BOX
A

DRIP REMOTE CONTROL VALVE AND 'Y 'FILTER DETAIL
E

NOTTO SCALE
STEP 1: STRIP WIRES 1/2" FROM ENDS.

STEP 2: APPLY SCOTCHLOK Y

SPRING CONNECTOR IN

A CLOCKWISE
DIRECTION.

STEP 3: INSERT SPLICE TO BOTTOM OF c:4J££::1i
GEL-FILLED TUBE. CHECK TO MAKE

SURE CONNECTOR HAS BEEN

PUSHED PAST LOCKING FINGERS

AND IS SEATED AT BOTTOM OF
TUBE.

STEP 4: POSITION WIRES IN WIRE

CHANNELS AND CLOSE
INSULATOR TUBE COVER.

NOTE: MAXIMUM WIRE SIZES

PER CONNECTOR ARE
THREE# 14'S OR TW0#12'S.

WIRE CONNECTION DETAIL

NOTTO SCALE
24"

FINISH GRADE
18"
6"MIN.

CURB,

WALK OR
HEADER­
BOARD
J-t"i'!i"'ffl--pRESSURE LINE
---~R,;,e;..d (MAIN OR SLEEVE)

DIRECT BURIAL LOW

VOLTAGE VALVE

CONTROL WIRES
NOTES:

1. TRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECIFICATIONS.

2. MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 90%.

3. BUNDLE CONTROL WIRES TOGETHER AND TAPE AT 10' INTERVALS.

4. 4" MIN. HORIZONTAL DISTANCE BETWEEN PIPES IN COMMON TRENCH.

H

IRRIGATION LINE TRENCHING

NOTTO SCALE

ATTENTION
All utllltles shown In this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utlllty agencies and to avoid damaging
existing utllltles during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
SIDEWALK, CURB, ETC.
12' HIGH POP-UP SPRAY HEAD
ADJUST TO l" ABOVE

FINISH GRADE ONCE

PLANTS BECOMES
ESTABLISHED.

FINISH GRADE.

PVC SCH. 80 NIPPLE; LENGTH AS
REQUIRED.

MARLEX STREET ELL.

PVC SCH. 40 ELL.
6" PVC SCH. 80 NIPPLE.

PVC LATERAL LINE.

PVC LATERAL LINE FITTING.

MARLEX STREET ELL.
0 TURF POP-UP HEAD DETAIL

NOTTO SCALE

REMOTE CONTROL VALVE WITH

DISC FILTER AND PRESSURE

REDUCER

RAINBIRD START CONNECTION

MALE ADAPTER AND TEE

PVC OR POLY EXHAUST HEADER

PERIMETER LATERALS
2' TO 4" FROM EDGE

RAINBIRD DRIPLINE

BLANK RAINBIRD DRIPLINE
(CENTERED ON MOUND OR BERM)

AREA PERIMETER
I'--<++---- AIR/ VACUUM RELIEF VALVE (PLUMBED

TO RAINBIRD RW AT EACH HIGH POINT)

F DRIP CIRCUIT LAYOUT- END FEED DETAIL

NOTTO SCALE

DRIPLINE BLANK LATERAL

WITH RAINBIRD CONNECTION FITTINGS TO
DRIPLINE LATERALS~
---------

DRIPLINE BLANK LATERAL---

AIRNACUUM RELIEF VALVE--
PVC LATERAL-----_J I
CONNECTION TO PVC LATERAL~

SEE LEGEND FOR TYPE

PVC HEADER

SIZE PER PLAN
-~•''....
- FLUSH VALVC
IN-LINE TUBING IN ROWS 12 INCHES ON
/ CENTERONLEVELGROUND.---
--□RIP RCV ASSEMBLY

INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN.

RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM.

ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY

NEED TO BE INSTALLED PER SECTION

DRIPLINE CONNECTION (PLAN VIEW)

NOTTO SCALE
G
J
~---- BALL FLUSH VAL VE WITH BRASS HOSE ADAPTER

SEE LEGEND FOR SPECIFICATION
~---PLASTIC ROUND VALVE BOX WITH BOLT DOWN
COVER, USE STAINLESS BOLT, NUT, AND WASHER.

HEAT BRAND "FV" ONTO LID.

FINISHED GRADE IN SHRUB AREAS
SCH 80 PVC NIPPLE 3/4'
x LENGTH AS REQUIRED
~------ LANDSCAPE FABRIC
~-------3/4" ROCK, 1 CUBIC FT.
~--------- PVCSxTELL
~---------- #4 x30" REBAR STAKE
SECTION VIEW - N.T.S.
1: 1" ABOVE FINISH GRADE.

2. NA TlVE SOIL PER
SPECIFICATIONS.

3. FINISH GRADE.

4. NETAFIM OL2000AIRNACUUM

7. 1l2"SCH80PVCNIPPLE
(LE~T H AS REQUIRED).

8. BRICK SUPPORTS (2
COMMON BRICKS REQUIRED).
9 PEA GRAVEL SUMP (6' DEEP).

RELIEF VAl.VE (YD-500-34). \0. PVC ELL (SxT) WITH 111'

5. 112' PVC COUPLING (TxT).

6. 6" ROU'IIO PLASTIC VALVE
BOX. HEAT BRAND ".AR"ON
LID IN 1" HIGH CHARACTERS.

THREADED ounET.

11. PVC PIPING.

NOTE:

USE ONE Al~ELIE F VALVE FOR EVERY 7 Gf'M PER ZONE.

LOCATE AT HIGH POINTS. REFER TO NETAFIM
PUBLICATION FOR SPECIFICATIONS.
(";:\ DRIP FLUSH VALVE ~--N-OT-T~O_S_C_A_L_E _________________ _ SECTION/ELEVATION

REMOTE CONTROL VA

WITH DISC FILTER AND

PRESSURE REDUCER
D

RAINBIRD START

CONNECTION MALE ADAPTER

RAINBIRD DRIPLINE

EXHAUST HEADER

BLANK DRIPLINE CENTERED

ON MOUND OR BEAM

RAINBIRD TEE

NOT TO SCALE
NOTES:
"i':""i'NST'ALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

2. DO NOT SCALE DRAWINGS.

3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADde:ails.com/info REFERENCE NUMBER 065"168q.

DRIP CIRCUIT AIR VACUUM RELIEF VALVE DETAIL

NOTTO SCALE
DRIP CIRCUIT NOTES:

1. SUB- SURFACE DRIPLINE SHALL BE
INSTALLED 2" (INCHES) BELOW FINISH
GRADE AND COVER WITH 3" BARK
MULCH.

2. ALL PVC LATERALS LINES, INCLUDING

PVC FEED LINES SHALL BE
INSTALLED 18" BELOW GRADE.

3. INSTALL FLUSH AND AIR RELIEF
VALVES AS SPECIFIED IN DETAILS.

4. SEE IRRIGATION LEGEND FOR
TUBING SPECIFICATIONS.

AIR/VACUUM RELIEF VALVE
(PLUMBED TO RAINBIRD TUBING

AT EACH HIGH POINT)

5. SEE NOTES AT EACH DRIP DETAIL
FOR ADDITIONAL REQUIREMENTS.

AREA PERIMETER
----- SUPPLY HEADER

RAINBIRD DRIP TUBING MAXIMUM LENGTH OF RUN CHART
Performance Specificat ions (continued)
Maximum length of run
DRIP CIRCUIT ODD SHAPE LAYOUT- END FEED DETAIL - R GP-2I2 -XX :

NOTTO SCALE

FINISH GRADE
~
2" SOIL COVERAGE
DEPTH
I

SUB GRADE
~------~--------- SEE PL.ANS FOR

RAINBIRD DRIPLINE
K
250' @ 15 ps; (76m @ 1,03 Bar)
360' @25 ps; (1 l Om @ 1,72 Bar)
400' @ 30 ps; (122m @ 2,07 Bar)
460' @40 psi (140m @ 2.76 Bar)

DRIP CIRCUIT MAXIMUM TUBING LENGTH CHART

NOTTO SCALE

REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

IRRIGATION DETAILS

DRIP CIRCUIT FEED MANIFOLD CONNECTION DETAIL

NOTTO SCALE
RMA INTERNATIONAL l~RO~B~E~R~T~M~CM~A~H~O~N~---,------~C~A~#~3463=~-------

LANDSCAPE ARCHITECTURE & PLANNING PROJECT LANDSCAPE ARCHITECT RCENO, 3153 RDSTREETSUITEN --==~-=====cc=~----==~---~=-----1
HUNTINGTON BEACH, CA 92648
P (562) 616-9119 EMAIL: rmalandsC!lpe(@grnail.com RJM 03-21-22 ID-1

0 , 0
"' .o
c5 "': .. Cl,; •
0 5' ....
3-5 X DIAMETER OF ROOT BALL

AERATE AND LOOSEN SOIL

TREE PLANTING

ATTENTION
All utilities shown in this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utility agencies and to awid damaging
existing utilities during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133
2 CD ~~~~~ETilR~6L~~ / t!'.v!.~~~~I~~~2

PLACE TOP TIE IN CANOPY PROTECT
BRANCHES FROM DAMAGE.
@ 2" OIA. X 10' MIN. TREATED LODGEPOLE
PINE STAKE (3" DIA. OR 3 GALVANIZED
STAKES FOR 36" BOX TREES OR GREATER)
@ ROOTBALL - 2" ABOVE FINISHED GRADE,

TOP ROOT FLARE SHALL BE VISIBLE
© [E~~ t't~~iD,~~ gc~R MJFLi~ut~IA
NO LAWN OR SHRUBS IN 4' DIA. ZONE
® TEMPORARY 3" WATERING BASIN
® :~rs~~~X~~~ci°N ~~~ SS~~L

REPORT DIRECTS AMENDMENTS
0 ~~l~~~~B~~r'i':~i _OIL, FOOTTAMP
® REMOVE NURSERY STAKE

IMMEDIATELY AFTER PLANTING
® FINISH GRADE
NOTES:

1. STAKES SHALL NOT PIERCE ROOTBALL &
SHALL EXTEND INTO UNDISTURBED SOIL.

2. PLACE FLEXIBLE TREE TIES ACCORDING
TO MANUFACTURER'S RECOMMENDATIONS.

3. ALL EXCESS SOIL SHALL BE REMOVED

FROM THE TOP OF THE ROOT BALL

EXPOSING THE ROOT FLARE

4. ROOT PRUNE 1/2" OFF ALL SIDES OF
ROOT BALL WITH A SHARP KNIFE.
<(­
CllI
l-1-0a. ow
a::: □-+------++ -H-.,....,.i,.,;=;='7"7..,Z~d
= _/
~ -+------+--~ ..,....,..,...,..,.,_+,'
-

LEGEND SECTION

1. 1,5 OR 15 GAL SHRUB

2. WATER BASIN 3" MIN. DEPTH

3. FINISH GRADE

4. AMENDED BACKFILL - PER SOILS REPORT

5. PLANT TABLET - PER SOILS REPORT

6. EXISTING SOIL

7. ROOT BALL
8 COMPACTED SOIL BACKFILL MIX. (PER SOILS REPORT)

9. VERTICAL MULCH DRAIN HOLE (3"0. X 1' DEPTH)
FILLED W/ COMPACTED SOIL BACKFILL MIX.

SHRUB PLANTING DETAIL
NOTES:

NEW PLANTER AREA-----..
(SEE PLAN)

1. INSTALLATION TO BE COMPLETED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. STEEL GROUNDING STAKES ARE 12" LONG

AND ARE INCLUDED WITH EACH EDGING SECTION

THAT SLIDE INTO POCKETS, ALLOWING IT TO BE

SECURELY ANCHORED INTO THE GROUND

SIZE PRODUCT
SURE-LOG SURE EDGE 3/16" X 51/2"
'COMPACT GRADE

ADJACENT TO
EDGING 85% TO

AVOID SETTLING

PACKAGE
10 PIECES
(160 LINEAR FEET)

PER BOX
COLOR

MILL FINISH
BLACK

ALUMINUM LANDSCAPE EDGING NOTTO SCALE

NO REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

PLANTING & METAL EDGING DETAILS
RMAINTERNATIONAL ROBERT MCMAHON CA#3463
LANDSCAPE ARCHITECTURE & PLANNING 1-~----""'"'o""'°"''-""'"""'""sCAPE=,;.AR,ecCH"""'"'-cr'------'""'CE!c.!NecO·c,------""=----I 315 3 RD STREET SUITE N DRAWN BY:

HUNTINGTON BEACH, CA 92648
P (562) 618-9119 EMAIL: [email protected] RJM 03-21-22 PD-1

RUSSIAN SAGE

CALLISTEMON CITRINUS

ATTENTION
All utllltles shown In this plan are based on
available records. It shall be the sole responsibility
of the contractor to verify existing utilities by
contacting utlllty agencies and to avoid damaging
existing utllltles during excavation.

FOR UNDERGROUND SERVICE ALERT CALL:
1-800-422-4133

WHITE LANTANA

GROUNDCOVER

SENECIO SERPENS

GROUNDCOVER

POL YGALA MYRTIFOLIA

DWARF SWEET PEA

CHONDROPETALUM

CAMPO DWARF

STABILIZED DECOMPOSED

GRANITE

APACHE BOULDERS

DIANELLA TASMANICA

WHITE STRIPED FLAX LILY

DIANELLA CASSA BLUE

CASSA BLUE FLAX LILY

ANIGOZANTHOS YELLOW
& RED KANGAROO PAW

REVISIONS

CITY OF GARDEN GROVE

BRIDGE AND LANDSCAPE RENOVATION PROJECT

CIVIC CENTER BUILDING

PLANT PALETTE IMAGERY
PD-2

1 I GENERAL REQUIREMENTS m

1. Work performed shall comply with the following:

2. These General Requirements unless othe~ise noted on plans or specifications.

3. Building Code - MSHTO 2018, CBC 2019, ACI 380-14, AISC-360

4. All applicable local, State and Federal Codes, Ordinances, Lows, regula­ tions and Protective Covenants governing the site of work.

5. Standard Specifications of ASTM cs noted herein end cs required by the Building Code.

6. All work need to be performed by qualified and experience contractors familiar with this type of project.

7. In case of conflict, the more stringent requirement shall govern.

8. On site Verification of all dimensions and conditions shall be the respon­ sibility of the contractor and sub-contractors. Noted dimensions toke pre­ cedent over scale of drawings.

9. Engineer or architect of record is to be notified immediately by the con­ tractor should any question arise or any discrepancies be found pertaining to the working drawings and/or specifications.

10. No deviations from these requirements and structural details shall be mode without the written approval of Engineer of Record.

Approval by the inspector does not constitute authority to deviate from plans or specifications.

11. The design, adequacy, and safety of erection bracing, sharing, t emporary supports, etc., is the sole responsibility of the contractor, and has not been considered by the architect or engineer. The contractor is responsible for the stability of the structure prior to the application of ell sheer walls, roof and floor diaphragms, and finish materials. The contractor shall provide the necessary bracing to provide stability prior to the application of the afore­ mentioned materials. Observation visits to the site by the architect or engineer of record shell not imply the assumption of any responsibility in this regard.

The builder has requested, contracted with and is compensating Engineer of Record for the limited services of providing the
minimum structural drawings required, when combined with the other builders consultants drawings, lo obtain a building permit for this project.

These drawings are not intended to, nor do they, detail all conditions, identify all materials, or define or limit the scape of work required ta complete the project. The builder has requested, accepts, and represents that the he will select ell materials end manufactures, qualify and select all and installers, direct ell ways and means of construction, end provide ell subcontractors additional information. above and beyond these drawings, required to complete the project in conformance with oli governing agencies and the work will meet or exceed accepted industry standards.

12. Special inspection per Building Code chapter-17 required & applies to the types of work indicated on plans or details.

13. Upon completion of above by the engineer & prior to start of construction, contractor is responsible to check all dimensions, coordinate with the work of architectural, mechanical & other trades to ensure compliance with his/her requirements.
1 STRUCTURAL STEEL m

GENERAL

1. All structural steel materials and construction shall conform to the require­ ments specified in Building Code, Chapter 22 & Reference.

MATERIALS

2. Steel shall be primed with a rust resistance primer & should conform to ASTM A36 (fy;36 ksi} as a minimum, unless o therwise noted. All W shapes to be ASTM A992. (fy;50 ksi)

3. Steel pipe shall conform to ASTM A53, Grode B (Fy;36 ksi).

4. Structural tubing shell conform, to ASTM A500, Grode B (Fy; 46 KSI}.

5. Ali structural welding procedures end materials shall conform to Building Code chapter-19 of CBC 2013. All welding shell be by the shield metal arc welding process or the submerged ore welding process using E70XX-low hydrogen electrodes, unless otherwise noted.

6. Ali bolts for connections of steel members shall conform to Building Code, Chapter 19 & ASTM A325N, unless otherwise noted. Holes for bolts should be drilled or punched & shall be 1 / 16" larger t han bolt diameter.

WELDS

7. Ali shop welding and fabrication must be done in a shop certified by AISC Quality Certification Program ond approved by t he Building Officia l.

Ali field welding must be performed by a certified welder and c special inspector shall continuously inspect all structural field welding. Bath shall be approved by the Building Official.

8. When welds from web doubler plates or continuity plates occur i n the "k-areo' of rolled s teel columns, the 'k-o reo' adjacent to the welds shell be inspected after fabrication by using approved nondestructive methods conforming to AWS-D1 .1.

9. Ali NOT inspector shell be qualified as en ASNT l evel II certified technician.

10. Ali filler (weld) metal shell have minimum CVN of 20 ft- lbs O - 20' F end 40 ft-lbs O 70' F.

11. The contractor shell submit ell Welding Procedure Specifications (WPSs) to be used by contractor on the project. For WPSs that are not pre qualified per AWS D1 .1, the Supporting Procedure Qualification Record (POR) shall also be submitted with the WPS. The contractor shall also submit the manufacturer's product data sheets for oil welding material ta be used. The dote sheets shell describe the product, limitations of use, recommended welding parameters, ond storage and exposure requirements, including baking end rebaking, if applicable.

Welding Procedure Specifications ( WPSs) shall be categorized by and specify the following items:
- Steel specifications and grades to be welded,
- Thickness range of materiel to be joined,
- Type of joint,
- Type of weld (groove, fillet, plug, slot),
- Size of weld, e nd
- Position of welding.

Deviation from the preceding procedures may be made, provided the contractor submits in writing on alternate sequence that is approved by the Engineer and Building Official prior to fabrication.

I i REINFORCED CONCRETE

GENERAL
I . All reinforced concrete materials ond construction shall conform to Building Code, chapter 19.

MATERIALS

2. Cement shall conform to S ection 1903 of Building Code and s hall correspond to that on w hich the selection of concrete proportions were based.

3. Concrete aggregat es shall conform to Building Code Section 1903A.6

4. Reinforcing steel shall conform to ASTM A6 15. Grade 40 for sizes #3 and #4 end grade 60 for sizes #5 end larger.

Dowels shall be equal in size and spacing.

5. Refer to section 1 904 of B uilding Code for special exposure conditions a s r equired by soils e ngineer & see corrosion engineer"s recommendations for concrete exposed to corrosion.

STRENGTH

6. Min. f c ; 4,500 psi, 2 6 days end max water/ cement ratio of .45.

7. Special inspection i s required for concrete with fc > 2500 psi.

6. All reinforcing, dowels, holdowns, ond other inserts s hell be secured in position and approved by the local building official prior to the p ouring of any concrete.

9. Min. concrete cover for reinforcing:
a- Concrete, placed against earth not formed
b- Concrete formed or troweled
c- Walls end curbs
d- Slob on grade
- 3•
- 2"
- 1 1/2"
- at center

10. Admixtures in concrete mix. containing calcium chlorides shall not be used.

11. Concrete shall be to the strength and slY!IlP as ~ecified per structural design qnd c onsist of Portland cement ASTM C-1 50 Ty~• "I per soils engineer s \ecammendations and Building Code section 1 904.3 tACI 318 section 4 .3 when concrete is exposed"" to sulfate containing solutions and aggregates per ASTM C- 33, water ta be clean and potable.

12. Pl~e ment shall behin1 one cantinuQ1us .oPe1ration unless otherwise s pecified ani\.l sI3b surface J al be c ured wI :h Hlln ;l comrio~nd or eiual or ott,er tr1p1i2~. s in accor o nce with g ood construe ion p ac ices at ontractor s 13 The bottoms of footing excavations shall be level, clean and free of loose • ~!\;e~gl c':'.t;'"~ ~r ~he~rl co; g,r;t~ i~l ~11'e.a:arv~~. -~~~ "Y~svr~I J>e filled, approve~ 1:iy the fofff e6q,nee:" !lack /iii •~~ell not b e placea" unOr suppart,ng foundations, walls a nd slOb have attained sufficient strength to support lolercl soil pressure.

14. Concr~te P,lacement shall be monolithic in one c ontinuous operation uniformly pieced ani::l must be vibrated OIJd well consolidated unless s hown otherwise on plans. F"or non-mon o pour lnon-mQno P.OU( is defjned by ACI O!i t;p when 1st. & Znd. pour con not ,,be vibrated together/, use ff4 dowels ct 24 a.c. min. 16 i nto s lab end 12 into 1st. pour.
15• ~; ti ~i~~mf~~\1~~~r l6::,-~~~r~~~gen"din~ubs~~~e s~~illls c~~p~ 0 ~ia,t'1 s~t~~~~rt°f
recommendations.

16. Finish grade around the perimeter of slob shall be constructed such that rain anC irrigation water Is drained away from the slob. 17 Foundation drawings prepared by Engineer of Record
• reflect the structural requirements r efer t o a rchitectural plans for dimensions depressions, slope shelves patios, stoops and porches not shown. 1 B. Accuracy of ttie dimensions and final fit of the building s hall be reviewed by the a rchitect and the c ontractor prior to construction.

SPECIAL INSPECTION
""'""
INm:JllN
l~ loffl, SlltUCTUIW. IEUJNG
11/5 01.1
Tobia 170!1A.2.1 :Ha:~PI.AltBDI.TSAT Slffi.al!J MN
1707.J
1707.4
1705.4
El'OXY

S'ISIEII
l!&ECTDI OF IIISTAU.AlllN PIIXEilllE
il APA..r.m>N FOR EFOXY SYSTDI,
CONCH SPECw.. IISPECOON REQUIRED FDR
Tele f;w.; C0NCl<ET[ MR fu
0 •2'00
OONCR£1E REIN~ S'lm... PIJCEIDT.

Tale 170ft\,;
1 DEFERRED APPROVAL m
CONTIJllUS "1IOIJIC
"""""
X
SEE Pl.AN D£TM.S AT
Sim. COLIJMNS W
Nil B\SE P!.11.

X
SEE :iJfflJCJl.M.CEfAIL
""Ol.TSl'ES
REFER 10 D.s RIPOIU
X "",...,.,,,
"5l'ECIDIS
REFER 10 MIUf.cnJRER
X WH.W. a: IC80 REPORTS
~ REQUIEDlS RlR
.w,s CF lltHCTDN..

SEI SfRUClUW. Pl.ANS
X FOR QaED
""""'°"
OC15D WY NOR l.f5S FMRCATE SPECIIIN AT
MN EACH 500CI Sf SI.AB ml: FRESH OONCIEl'I
5 """'·
X

1. Elements of structure that are marked "by others" shall be excluded from this work permit.

2. General c9ntr11.cto~ :/f~' fi[t subrTJitt s';fJ'~?te drowi~ s far thII, abo) e gL'\rn~nJs offici~I: rg thgir re~r.;•~w~ 8ppr~vipp rove ' then SU m,t O the

3. fJtyd~jP,J',c~~c~p"t r~~a~e obtained prior to installation of element subjected

DESIGN CRITERIA
1 . D ESIGN LOADS:

DEAD LOAD ; 50psf
LIVE LOAD ; 1 OOpsf
WIND UPLIFT LOAD ; 20psf

GUARDRAIL LOAD
20plf & 200-lbs CONCENTRATED
Exterior Well Dead l oad; 15psf
Interior Wall Deed Load; 10psf

2. SEISMIC FACTORS
Ss; 1.369g
S1 ; Q,485
Fc; 1,2
Fv;1, 5
Cs ; 0.5 (assumed worst condition)

3. Wind Speed: 11 0
Wind Exposure: C

4. Soils Bearing Capacity ; 1 OOOpsf.

SHEET INDEX
SN STRUCTURAL NOTES & SPECIFlCA TIONS
S-1 - BRIDGE STRUCTURAL PLAN
SD1 - STRUCTURAL DETAILS
9~0 N.TUSTIN AVENUE , SUITE lJl
ANAHEIM HrU.S,CA 92807
Plmnc (800) 175- ~098
Fu: (8~~) 886-9JJ.Z
WWWOEOQUAKE .NET
The plans and cont 81"1ta l'lereln
ore the property of GEOQUA.KE
INC. A.ny cop)fn9. reproducUon
or redlstrbutton Is expressly
prohibited without prior conu nt
of the GEOQUAKE. INC.

REVISIONS:

PRll.ICT:

PEDESTRIAN
BRIDGE
ADDRESS:

CMC CENlER

GARDEN GROVE

CALIFORNIA
SHEET:

STRUCTURAL NOTE'S
DATE: 2/ 14/2022
JR
PRD.ICT NO:
22-5089ST
SHEET 00.
l of 3 SN

,-- -:-- - ~ d.7
I • I
, I
)I
n:- ,., I l r I I
I ., I
I I~
I I
I I
TYP.

L_ __J
1 S01

I I I I
SCALE
#3 BENT AROUND
r

AT EACH
VERT. STEEL MEMBER
I~ I/ I I I I I I I I - I

I I / I
I/
I
I I '---1,,
1 /2" 1 • - o"
1 ,-------
'
TYP.

ELEVATION
SCALE 1 " 1'-0"
I I
I I
TYP.

I I
I
I ~ I 1"' I - I
I • • · > 1
1 • ~· ~~=====!,/
~~I ~ _ • .:_ - _J
1r t.-,.-.l
lj
A ~ 'I
I f '-
I . . •. .• .

I • I
~~ ~ - · .:_ _ _J
NOTE:

REFER TO LANDSCAPE ARCHITECTURAL PLANS FOR

ACTUAL DIMENSIONS INCLUDING LENGTH WIDTH AND
HEIGHTS.
9~0 N.TUSTIN AVENUE, SUITE l Jl
ANAHEI11 Hlll.5, CA 92807
Plume: (800) Z.7'-!!098
Pu: (8,~)886-9JJl.

WWW.OEOQUAKE.NET
Tha plons and con t ant11 herein
are t he proper ty of GEOQUAKE
INC. Any copying. rep rc duetion
or redi11tributicn is expressly
proh ibited without prior consen t
of the GEOQUAKE INC.

REVISIONS:

PRO.ECT:

PEDESTRIAN
BRIDGE
>Jlm S:

CMC CENlER

GARDEN GROYE

CALIFORNIA
SIEET:

STRUCTURAL PLAN
DATE; 2-14-2022
DRAl!N:

JR
PROlCT NO:
22-5089ST
SHEET NO.
2 of 3 S-1

HSS4X3X1/4
TOP CORD - - ----..jl
BOTH SIDES >---+t-~
lYP.

HSS4X3X1/4 VERTICAL
& DIAGONAL MEMBERS
TYP.

BOTH SIDES >-----,=,---,,
lYP. 1/B"
BOTH SIDES >--""TI--~ lYP.
1-1/2"0 ROUND

HANDRAIL
3/4"o STUD BOLTS
024"0.c.
4" CONC. SLAB W/#5 0
B"o.c . (SHORT SPAN)
ANO r 012"0 .c. (LONG
SPAN

NOT TO SCALE
1-1 / 2"0 ROUND

HANDRAIL
1 -~IPE LOCATED

ABOVE AT EVERY
VERT. MEMBER
HSS4X3X!

VERTICAL MEMBERS
TYP.

NOT TO SCALE

GALVANIZED
HSS4X3X¾
11£RTICAL ME BERS
TYP.

I,
ii

BASE PLATE
'),.
3/4" o STUD BOLTS
C24"o .c.
-I! ' .
1·
1;
GALVA~I
HSS4iil X
4" CONC. SLAB W/#5 0
B"o.c. (SHORT SPAN)
AND #4 012"0.c. (LONG
SPAN)
COLUM~ __,.,.,~--- GALVANIZED
EACH s·x12·x•" THICK
ALT. EN STEEL P1.A TE
COLUM!-1 W/ (2lfoX12" ANCHOR
MIN. 3 C !'1=4'#=~ ~:;;, Bbl TS

AROUND ,
24"X24"X24'0EEP f 1-1 I-
FOOTING w/(3J,s A - ==-- • ;""T! mL~~1.i..

BOTTOhA EACH WAY •1 -,L ~u:
1 1
~ ~ I MIN. 5ft TO DA)1JG~T I:-'.-
HSS4X3X1/-4-

TOP CORD
lYP.

BOTH SIDES
HSS4X3X1/4 VERTICAL
& DIAGONAL MEMBERS
TYP.

NOT TO SCALE
#3 BENT AROUND

AT EACH
VERT. STEEL MEMBER

NOT TO SCALE
4" CONC. SLAB W/#5 0
B"o.c. (SHORT SPAN)
AND 14 012"0.c. (LONG
SPAN)
HSS+X3X1 / 4 VERTICAL
& DIAGONAL MEMBERS
TYP.

BOTH SIDES >----n---'
lYP.
lYP.

BOTH SIDES
HSS8X3X3/8

BOTTOM CORD
1-1 / 2"0 ROUND

HANDRAIL
1 "oPIPE LOCATED

ABOVE AT EVERY
VERT. MEMBER
HSS4X3X1/ + VERTICAL
& DIAGONAL MEMBERS
TYP.

NOT TO SCALE
HSS4X3X!

VERTICAL MEMBERS
TYP.
#3 BENT AROUND

AT EACH
4" CONC. SLAB W/Y., 0
B"o.c. (SHORT SPAN)
AND #4 012"0 .c. (LONG
SPAN)
VERT. STEEL MEMBER

NOT TO SCALE
9SO N.TUSTIN AVENUE, SlTITE 13l
ANAHEThl HfUS,CA92807
PhQllC: (800) zn.,098
Fax: {85~) 886-9JJZ
WWW.OEOQUAKE.NET
The pion• and eontente her.I n
ere the property of GEOQUAKE
INC. Any copying, reproduction
or redist ribution is e,cpreuly
prohlbft ~ without prior cor, .. nt
of th e CEOQUAKE INC.

REVISION S:

PRO.Eel:

PmESTRIAN
BRIDGE
ADORES~

CMC CENTER

GARDEN GROVE

CALIFORNIA
SHEET:

STRUCTURAL DETAILS
2-14-2022
DRA\\lt
JR
PRO.ECT NO:
22-5089ST
SllET NO.
3 01 3 SD1
Agenda Item - 4.c.

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM
To: Lisa L. Kim From: William E. Murray
Dept.: City Manager Dept.: Public Works
Subject: Award of contracts for on-
call professional geotechnical
services for capital
improvement projects to:

Associated Soils
Engineering; GMU
Geotechnical; and Geocon
West. (Cost: $400,000 each
contract) (Action Item)
Date: 3/28/2023

OBJECTIVE
To request that City Council award on-call professional geotechnical services for capital improvement projects to: Associated Soils Engineering; GMU Geotechnical; and Geocon West.

BACKGROUND
The City of Garden Grove has various divisions requiring geotechnical services, such as Streets & Storms Drains, Water, and the Sanitary District. Historically, however, the primary demand for geotechnical services has come from the capital projects section. There is a need for geotechnical fieldwork, analysis, reports and studies, materials testing and acceptance, quality assurance testing, and independent analysis of civil engineering designs.

Currently, the City of Garden Grove has neither geotechnical staff nor a laboratory, and therefore needs to engage the services of consultants to meet the various geotechnical needs of capital project design and construction.

DISCUSSION
Staff sent out five (5) requests for proposals to geotechnical firms for on-call geotechnical services and all five (5) consultants submitted a proposal. Staff reviewed the qualifications, work experience and references and found that of Associated Soils Engineering, Inc., Geocon West, Inc., and GMU Geotechnical, Inc., were evaluated as best proposals in responding to the City’s request for proposal.

Five (5) proposals were received and found to be responsive. Proposals were rated based on experience, proposed workplan, and work schedule. Bidding vendors and their corresponding scores are listed below.

Proposal Scoring
Company Name Rater 1 Rater 2 Rater 3 Rater 4 Total Score Harrington Geotechnical 140 133 128 150 551
Petra Geosciences 166 145 142 153 606
Associated Soils 169 173 180 186 708
Geocon West 169 156 161 170 656
GMU Geotechnical Services 169 163 176 183 691

Selected vendor proposals are attached for Council consideration.

FINANCIAL IMPACT
There is no financial impact to the General Fund. Each agreement will be established for a 3-year period in the amount, not to exceed, of $400,000 each, with two (2) one-year options at $150,000 per year. Funding for these services will come from the various funds used by Capital Projects and other divisions that require geotechnical services.

RECOMMENDATION
It is recommended that the City Council:

Award on-call professional geotechnical services for capital improvement projects to:

Associated Soils Engineering; GMU Geotechnical; and Geocon West, in the amount of $400,000 per contract;

Approve two one year option agreements in the amount of $150,000 per year for each contract; and

Authorize the City Manager to execute the contracts, including option year agreements, on behalf of the City, and to make minor modifications as necessary.

By: Mark Uphus, P.E., Sr. Civil Engineer
ATTACHMENTS:

Description Upload Date Type File Name
Attachment 1:

Associated Soils
Engineering, Inc.

Proposal
3/9/2023 Backup Material Attachment_1_Associated_Soils_Engineering_Inc_Proposal.pdf Attachment 2:

GMU
Geotechnical,
Inc. Proposal
3/9/2023 Backup Material Attachment_2_GMU_Geotechnical_Inc_Proposal.pdf

•
•
•
Attachment 3:

Geocon West,
Inc. Proposal
3/9/2023 Backup Material Attachment_3_Geocon_West_Inc_Proposal.pdf Attachment 4:

Associates Soils
Engineering, Inc.

Agreement
3/20/2023 Agreement Attachment_4_Associated_Soils_Engineering_Inc_Agreement_3- 20-2023.pdf
Attachment 5:

GMU
Geotechnical,
Inc. Agreement
3/20/2023 Agreement Attachment_5_GMU_Geotechnical_Inc_Agreement_3-20- 2023.pdf
Attachment 6:

Geocon West,
Inc. Agreement
3/20/2023 Agreement Attachment_6_Geocon_West_Inc_Agreement_3-20-2023.pdf

J
D
D
D
D
D
J
J
J
J
J
J

PROPOSAL FOR

ON-CALL GEOTECHNICAL SERVICES
Prepared for

THE CITY OF GARDEN GROVE
11222 ACACIA PARKWAY
GARDEN GROVE, CALIFORNIA 92842
Attention: Mr. Mark Uphus
Senior Civil Engineer
Submitted By:

ASSOCIATED SOILS ENGINEERING, INC.
2860 Walnut Avenue
Signal Hill, California 90755
(562) 426-7990 Phone
(562) 426-1842 Fax
www.associatedsoils.com
February 2, 2023

D
D
D
D
D
D
D
D
D
D
D
D
D
D­
D
D
D
D
& ~ ~
~
~
2860 WALNUT AVE. -SIGNAL HILL. CALIF. 90755 • PHONE 562/426-7990 · FAX 562/426· I 842 SOILS ENGINEERING, INC.

Consulting Geotechnical Engineers
City of Garden Grove
11222 Acacia Parkway
Garden Grove, California 92842
Attention: Mr. Mark Uphus
Senior Civil Engineer
Proposal for On-Call Geotechnical Services
City of Garden Grove, California
Ladies and Gentlemen:

February 2, 2023
Proposal No. P23-005
In response to the Request for Proposal for On-Call Geotechnical Services {RFP), dated January 9, 2023, Associated Soils Engineering, Inc., is pleased to submit the attached Proposal for your consideration.

Associated Soils Engineering, Inc. {ASE) has provided geotechnical and engineering geologic investigation, design, materials testing and construction testing services for nearly four decades in Southern California and can use the vast experience, information and data gathered over the years to provide quick and cost-effective geotechnical solutions to your project. Our in-house laboratory is certified by The State of California Department of Transportation {Caltrans), AASHTO/CCRL and AMRL (Hot Mix Asphalt, Aggregate, Soil, & Portland Cement Concrete), the State of California Division of State Architect {DSA) and the City of Los Angeles. ASE is Certified as a SBE with the City of Long Beach and as a SLBE with the City of Los Angeles.

ASE will provide exemplary engineering and geologic field exploratory and testing services. Our company will be 1) sensitive and responsive to directions from the City of Garden Grove (City) representative, 2) honest, forthright, and clear in billing and invoicing the City, and 3) dependable with respect to the execution of all project tasks.

Associated Soils Engineering, Inc. has carefully assembled a highly qualified team with the expertise, which allows us to offer a broad spectrum of geotechnical engineering, field exploration and laboratory testing services. ASE has the personnel and experience to provide the geotech nical services described in the Scope of Services of the RFP.

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
0 Our team has completed numerous projects for various municipalities (including Garden Grove) within southern California. All of these projects were performed in accordance with relevant federal, state and local codes and requirements pertaining to resident engineering design, laboratory testing, construction inspection, and specialty materials inspection and testing.

Associated Soils Engineering, Inc. is qualified to provide any Geotechnical Engineering, Engineering Geology and/or Materials Testing Services that the City may require. A copy of our Professional Fee Schedule for this project is included under separate cover. This Proposal and accompanying Fee Schedule are valid for at least through the end of the 2014 calendar year.

If there are any questions regarding this Statement of Qualifications, or if you desire additional information or clarification, please do not hesitate to call the undersigned at (562) 426-7990.

Respectfully Submitted,
ASSOCIATED SOILS ENGIN ERING, INC.
. (Ted) Riddell
President, Principal Engineering Geologist
City's Point-of-Contact
D #lh.

D ~~
SOILS ENGINEERING, INC.

D
D
D
D
D
D
D
D
D
0 D
D
D
D
0 D
D

TABLE OF CONTENTS
Section

1.0 EXECUTIVE SUMMARY ......................................................................................................... 1 Overview ......................................................................................................................................... 1 Firm's Background Information .................................................................................................... 1 2 .. 0 EXPERIENCE ................................................... , ............................................................................................................. 2 Local, State & CBC Standards Experience .................................................................................... 3

3.0 PERSONNEL .................................................. , .......................................................................................................................... 3 Executive, Project Management, & Accounting ......................................................................... 3 Project Billing ................................................................................................................................. 4 Key Personnel ................................................................................................................................ 4 Technical Management ................................................................................................................. 4 Preliminary Geotechnical Investigations & Testing ...................................................................... 5 Seismic Studies ....................................................................................................................... 7 Evaluation of Excavation ............................................................................................................... 7 Evaluation of Imported Material ................................................................................................... 7 Evaluation of Compaction Procedures ......................................................................................... 8 Testing of Compaction, Moisture Content, etc ............................................................................ 8 Special Inspection Services ............................................................................................................ 9 Laboratory Testing ....................................................................................................................... 9 Report Preparation ...................................................................................................................... 10 Subcontractors ............................................................................................................................ 10

4.0 FIRM RESOURCES/ CAPABILITIES ....................................................................................... 10 Current Workload ........................................................................................................................ 10 Insurance ....................................................................................................................................... 11 Contact Information .................................................................................................................... 11 Corporate Information ................................................................................................................. 11

APPENDIX A -PROFESSIONAL FEE SCHEDULE

APPENDIX B -RESUMES OF KEY PERSONNEL
□ ,~
D ~~
SOILS ENGINEERING. INC.

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
R
City of Garden Grove -Geotechnical Services

1.0 EXECUTIVE SUMMARY
Overview
ASE P23-005
The City of Garden Grove is seeking the services of a highly qualified firm having extensive experience in the field of geotechnical observation & testing, laboratory testing and material testing services in conformance with State and Federal laws and regulations. These services would be for "On-Call" services during ongoing and future construction within the City over the next three years.

ASE has the relevant firm experience and licensed team members to perform any geotechnical consulting services necessary in the City. Our staff has a sound understanding of public works and engineering practices, and the ability to translate technical knowledge into project design and comply with related guidelines and regulations. We will provide assurance that materials and workmanship incorporated into each project are in conformance with contract specifications. Therefore, only qualified engineers (RCE, RGE), geologists (PG, CEG} and engineering technicians (Caltrans Certified) using properly calibrated equipment will perform acceptance tests on materials incorporated into the projects.

Firm's Background Information (Company's History)
The firm of Associated Soils Engineering, Inc. (ASE), a California Corporation, was incorporated in 1974, in the State of California. ASE, headquartered in Signal Hill, California, has been in business for nearly 50 years providing services to many municipalities, school districts, as well as private industry throughout Southern California. These facilities are considered among the best in Southern Cal~fornia providing testing services for many competitors as well as for the in-house clients. ASE's in-house laboratory has been certifled by the State of California Department of Transportation (caltrans -RSP #31) and accepted by Division of State Architect (DSA) under the Laboratory Evaluation and Acceptance program (LEA 224), as well as AASHTO/CCRL and AMRL (Hot Mix Asphalt, Aggregate, Soil, & Portland Cement Concrete} and the City of Los Angeles.

Associated Soils Engineering, Inc. has a commitment to provide Geotechnical Engineering and soils and materials testing services with a high degree of professional excellence and proficiency. We strive to offer our clients individual attention and provide innovative solutions at a competitive cost, from our headquarters, located in Signal Hill, California. ASE has provided geotechnical design, material testing, and construction testing services for four decades in Southern California and can use the vast experience, information and data gathered over the years to provide quick and cost-effective geotechnical solutions to your project. ASE currently has 14 employees that work directly out of our headquarters in Signal 6) ,. Hill, California. Our staff includes the following professional technical staff recognized by the D
~
SOILS ENGINEERING, INC. -1 -

J
]
]
D
J
J
J
]
LJ
]
J
J
D
City of Garden Grove -Geotechnical Services ASE P23-005 State of California: two Certified Engineering Geologists; one Registered Geotechnical Engineer; one Registered Civil Engineer; and one Engineer-In-Training. Each of our technicians is certified by Caltrans for a variety of field testing. Our business hours are Monday through Friday, 7:00 am to 5:00 pm, but personnel are available 24/7 by previous arrangement. ASE is legally permitted and licensed to conduct business in the State of California for the services offered. ASE is recognized and certified by the City of long Beach as a Small Business Enterprise (SBE) and the City of Los Angeles as a Small Local Business Enterprise (SLBE).

2.0 EXPERIENCE
ASE has worked for many years for the City of Garden Grove performing exactly the types of geotechnical services outlined in the RFP.

The following is a list of various recent and current clients requmng similar services performed. Our clients are our best testimonials, and we encourage the City to call upon them for a reference on our performance.

Caltrans Highway US 101-Ventura
Shoulder Operations
Full Depth Reclamation Design & Construction
(Geotechnical Investigation, FDR-C Design (2021) and
Observation & Testing During Construction (2021-
2022))
Caltrans Interstate 10 -Beaumont to Cabazon
Freeway expansion
Full Depth Reclamation Design & Construction
(Geotechnical Investigation, FDR-C Design (2020) and
Observation & Testing During Construction (2020)}
San Marcos Creek District
Two Bridges Project
Independent Assurance (IA)
(Soils, Concrete and Asphalt Testing-Ongoing)
Street and Utility Replacement/Rehabilitation -
Various Projects-Ongoing
(Investigation, Design, Soils, Concrete and Asphalt
Testing)
-2-
Granite Construction
215 Comstock Street
Santa Clara, California 52054
Mr. Carlos Ruvalcaba
{661) 860-0746
Coffman Specialties
9685 Via Excelencia #200
San Diego, California 92126
Mr. Gus Rios
(619) 520-5163
4~Leaf, inc.
2126 Rheem Drive
Pleasanton, California 94588
Mr. Roger Cross
(310) 889-5924
City of Bellflower
16600 Civic Center Drive
Bellflower, °California 90706
Mr. Jerry Stock
(562) 804-1424

J
J
J
]
J
J
]
J
D
J
]
D
J
City of Garden Grove -Geotechnical Services ASE P23-005 Project D
Citywide Pavement Design and Street Rehabilitation
Projects -Ongoing
City of Lakewood, California
5050 N. Clark Avenue
Lakewood, California 90712
Mr. Max Withrow
(562) 866-9771
(Investigation, Soils, Concrete and Asphalt Testing)
Citywide Pavement Design and Street Rehabilitation
Projects -Ongoing
City of Culver City
Public Works Department
9770 Culver Boulevard
Culver City, California 92842
Mr. Hong Wang
(Investigation, Soils, Concrete and Asphalt Testing)

3.0 Utility Rehabilitation Projects -Ongoing
(Soils Testing)
Local, State & CBC Standards Experience
(310) 253-5619
Crescenta Valley Water District
2700 Foothill Blvd.
la Crescenta, California 91214
Mr. David Gould
(818) 248-3925
ASE has performed geotechnical investigations, observation and testing, laboratory testing, special inspections and material testing services in conformance with local, State (CalTrans, DSA, OSHPD & CBC) and Federal laws and regulations for dozens of municipalities throughout southern California. Our management personnel maintain membership in many professional organizations to stay up to date with Standard of Care issues and the latest advances in their relevant fields. These Professional Societies include, but are not limited to: California Geotechnical Engineers Association, American Society of Civil Engineers, Asphalt Pavement Association, Association of Engineering Geologists and Geological Society of America.

PERSONNEL
Executive, Proiect Management, & Accounting
The following key personnel have been assigned to assist the City with any upcoming projects. Our proposed team has the technical expertise and experience that exceeds the minimum requirements outlined in the RFP. ASE's current number of personnel totals 14 employees.

Associated Soils Engineering, Inc. has assembled a very experienced team based entirely out of our Signal Hill, California office. The team will be led by Principal-in-Charge, and Corona del Mar resident, Edward C. (Ted) Riddell, P.G., C.E.G., with support from Lawrence J.D. Chang, P.E., G.E. Both are experienced in field investigation, engineering and geological analysis, and □□ /~ construction management with relevant projects.

SOILS ENGINEERING, INC. -3 -

D
0 D
0 D
0 D
D
D
D
D
D
D
D
D
D
0 D
~
City of Garden Grove-Geotechnical Services ASE P23-005
Other key personnel include John Whitney, P.G., C.E.G., Senior Project Geologist; Torin Ng, E.I.T., Project Engineer. Our Laboratory Manager, Donald Zike has 45 years experience with our company. Our Accounting Department is headed by Chrystel Lim who has over 10 years of accounting experience and over 4 years with our company.

A brief summary of qualifications and relevant experience of key personnel identified is provided in the following pages. Copies of their detailed resumes are located in the attached Appendix B.

Proiect Billing
ASE promises to be honest, forthright, and clear in billing and invoicing. A copy of our current Professional Fee Schedule is enclosed in Appendix A. ASE will maintain the same rates throughout the first year of the contract and through at least the end of the 2019 calendar year.

Kev Personnel
The following key personnel have been assigned to assist the City with any potential projects.

Copies of the detailed resumes of the key personnel can be found in Appendix 8.

Name •Office Years Pr~Jec.t18esppn$ibility Practtcln
Edward C. (Ted) Riddell, P.G., C.E.G ASE 37 President, Principal Geologfst Principal-in-Charge
Lawrence J.D. Chang, R.C.E. ASE 35 Senior Project Engineer John Whitney, P.G., C.E.G ASE 36 Senior Project Geologist Donald Zike ASE 45 Laboratory Manager
Torin Ng, E.I.T. ASE 4 Project Engineer
Craig Weatherholt ASE 36 Senior Engineering Technician
Phoc Nguyen ASE 21 Senior Engineering Technician
John Curtis ASE 15 Senior Engineering Technician
Technical Management
Mr. Riddell, Project Manager or his designated Engineer/Geologist will attend all pre­ construction and construction meetings. He will provide guidance and recommendations to the field staff. The Engineering Technician will implement all of the decisions made during the construction meetings. The field compaction procedures will be evaluated and recommendations made where appropriate. Guidance w111 be provided for the implementation of cost effective construction methods for achieving project milestones. ASE tfJ .. is typically able to staff any project within the City with a minimum 24 hour notice. □ :p SOILS ENGINEERING, INC -4 -

D
0 D
D
D
0 0
D
D
D
D
D
D
D
D
D
D
City of Garden Grove -Geotechnical Services ASE P23-00S Preliminary Geotechnical Investigations & Testing
Associated Soils Engineering, Inc. provides preliminary subsurface investigations both as part of geotechnical engineering projects and as individual engineering geologic projects. These studies include assessments of geologic hazards such as landsliding and faulting, liquefaction, settlement, slope stabllity, excavation characteristics of rock units, and geologic characteristics of subsurface conditions, including downslope soil creep and subsidence.

Prior to start of construction, our field engineer will walk the construction site to obtain a personal knowledge of the work and verify that construction conforms to approved documents. He will inspect all work before it is covered or closed in as other construction work. ASE will provide specific services based on each specific project, if selected to serve the City. The following is a general description of our methodology for the range of services that we provide for typical projects and minimally incorporates the Scope of Services presented in the RFP:
• Supervision of all work by a registered Geotechnical Engineer and/or a Certified Engineering Geologist (depending on the work envisioned by the proposal). • All soil technicians shall be certified by Caltrans for federal or state funded project. • Perform subsurface exploration and analysis, including in-place moisture and density tests, laboratory maximum density and optimum moisture tests, sieve analysis, R-value determination, direct shear tests, consolidation or collapse tests, and other required tests.
• Review of existing geotechnical/geologk maps, reports and any other available related documents.
• Review project plans and specifications through the design process, with consideration of geotechnical issues such as materials testing and suitability. • Provide geotechnical evaluation and recommendations on, including, but not limited to, grading, earthwork, settlement, surface and subsurface drainage, foundation/column/slab design, slope stability, pavement design, trench backfill, retaining wall design, environmental concerns, removal of unsuitable materials, etc.

D ~
• Investigate and analyze existing pavement conditions using pavement coring and soil borings and sampling. Pavement corings and soil and structural pavement sections to be considered for the project. ASE will record the pavement and base thicknesses of each coring and record in-situ soil type, weight, moisture content, relative compaction, etc., at a minimum 2 feet (2') and 5 feet {51) depth, or as recommended by the Geotechnical Engineer supervising the investigation. Boring logs shall be prepared and presented in a report along with all test results and recommendations for replacement ~ n ~
L so~s ENGINEERING, INC. . 5.

D
D
D
D
J
]
J
J
]
J
J
J
]
0 J
J
]
J
City of Garden Grove -Geotechnical Services ASE P23-005 J)
~
~
structural section, overlay thickness, and/or rehabilitative repair strategy.

Consideration for the effect of any overlay recommendations upon the existing street profile, cross section and or highway drainage shall be addressed. • Prepare and submit final geotechnical reports and logs of exploratory borings and results of laboratory testing.
• Prepare and submit scale plans showing locations and identifications of the borings and other required geotechnical information.
• Provide geotechnical support for full-depth reclamation process using the outline attached to the RFP for the Block Cracking Mitigation Procedure. • Maintain proper safety practices and procedures, especially when working street and intersections.
• Prepare and perform all in-place/laboratory tests, sampling, and reports in accordance with Caltrans, FHWA and other applicable agency procedures, policies, regulations, requirements, and formats.
• Perform all duties in a manner that promotes the cost-effective execution and progress of construction on construction projects.
• Provide clear invoices with project name, number, purchase order number, date, limits and work performed.
• Notify Underground Service Alert prior to the start of any subsurface exploration work.

The Consultant shall submit a traffic control plan to the City for review and obtain a permit to operate and conduct explorations within the public right-or-way. • Obtain all necessary permits to enter and perform investigations on private properties from property owners, as required by the City.
• Provide asphalt batch plant inspection involving observation, testing and analysis for asphalt being delivered to Garden Grove jobs. ASE shall verify mix design aggregate gradation, determine binder content and stability values with written report within 48 hours.
• Alert project engineer immediately upon finding test results that fail to comply with material or testing requirements included in the project contract documents. • Provide observation, documentation and recommendations for the processing of in­ place cement treated base via full-depth reclamation. Any matters of concern will be promptly brought to the attention of the project engineer.

SOILS ENGINEERING, INC. - 6 -

0 D
D
D
D
0 D
D
0 D
D
D
D
D
D
D
D
0 ~
~
City of Garden Grove -Geotechnical Services ASE P23-00S Additionally, ASE can provide office and field assistance during bidding and construction periods, if the need for such assistance arises. Associated Solis Engineering, Inc. (ASE) specializes in the application of engineering services to all aspects of various geotechnical evaluations.

Seismic Studies
Members of our staff and consultants team have performed Alquist-Priolo Special Seismic Zone studies for many of the faults in Southern California. These studies enable projects to be designed to accommodate and mitigate the presence of active and potentially active faults on numerous sites, which results in maximum utilization of land while incorporating seismic safety.

These studies provide seismic design criteria for many facilities including high-rise buildings, hospitals, dams,· projects on ground susceptible to liquefaction and projects located on or adjacent to faults. The results of the seismic studies normally yields recommendations for mitigating earthquake hazards.

Evaluation of Excavation
Our engineering technician shall inspect and evaluate excavation of trenches and/or subgrade during any proposed improvements. When warranted, inspections will be supplemented by our Engineering Geologist or Professional Engineer. The objective of the inspection is to ensure that the excavation for the proposed structure has exposed competent material at the bottom. If excavation results in exposure of saturated, incompetent material at the bottom, proper remediation measures will be recommended. The sides of the excavation will be inspected for any seeping water. During field observation, a technician will observe maximum permissible length of open trench, maximum and minimum width of trench, and safe access to trenches, removal and replacement of surface improvements (curbs, sidewalk, driveways, AC pavements etc.) dewatering operations, and bracing excavation.

EvaluaUon of Imported Earth Material to be Used as Fill The assigned engineering technician will collect samples of the proposed fill material and take them to the soils laboratory. Appropriate soil classification tests will be performed to determine whether the fill material meets project specifications. He/she will observe the condition of the imported materials. The presence of rocks, broken concrete, or other solid material that is larger than the specified dimension (generally 4 inches) shall be brought to the knowledge of the contractor for its replacement. The contractor shall be requested to break the clods or hard lumps of earth materials greater than the required dimension before ,fr .. compacting the material in fill.

SOILS ENGINEERING, INC. - 7 -

0 D
0 0
D
D
0 D
D
0 0
0 J
D
D
D
0 D
City of Garden Grove -Geotechnical Services ASE P23-005 Evaluation of Compaction Procedures
The technician shall also evaluate the compaction procedure of backfill of any excavations to ensure that the project specifications have been followed. He/she shall inspect to determine whether the fill material is being placed in horizontal layers and Is compatible to the type of compacting equipment. The compactors used for achieving the right degree of relative compaction may be sheepsfoot rollers, pneumatic-tired rollers, or any other mechanical equipment, compatible to the type of fill materials used for backfilling operations. The field technician will also inspect the moisture content of the fill material in order to ensure that the specified relative compaction is achievable with the inspected moisture content.

Testing of Compaction. Moisture Content. etc.

Our technician shall conduct compaction tests by Sand Cone Testing Method (ASTM 01556) and Nuclear Method (CAL 216/231, ASTM D 2922) to determine the relative compaction.

Generally, a minimum of one compaction test will be conducted at every 300 feet of trench or lane of roadway, and backfill at 2 feet deep intervals depending upon the type of structure.

During the progress of our work, our engineering technician will prepare daily field reports. A copy of these reports will be submitted to the construction manager/resident engineer on a daily basis. The report will include a written summary of the day's activities, a summary of all field-testing preformed, and a listing of outstanding failing tests which have not been reworked/retested. In addition, the location of all field density tests taken during the project wiH be plotted on a set of plans that is maintained by the field technicians on the site. The construction manager will be notified of any concrete breaking results which do not meet the required strength within 24 hours.

Testing time and the associated fees can be minimized by proficient and timely work by the Contractor and by coordination of the Project Manager with the Project Director, City Inspector, County Inspector and our team's Engineers and Technicians. When a larger number of tests are scheduled at one time, greater efficiency can be achieved, resulting in lower over a 11 fees.

ASE assumes and expects that it is the contractor's responsibility to abide by all laws and regulations (CAL-OSHA) in providing for a safe workplace for site personnel. This includes, but is not limited to, providing shoring or other protective means necessary to allow our soils technician to safely perform the required work.

G'~
D
q~
so~s ENGINEERING, INC. -8·

D
0 D
D
D
D
D
D
D
D
D
D
D
D
0 D
D
City of Garden Grove -Geotechnical Services ASE P23-005 Special Inspection Services
Special fnspectlons will be conducted by our inspector to the satisfaction of District officials.

Our special inspectors are qualified in Hot Mix Asphalt (HMA), structural steel, structural welding, structural masonry, batch plant inspection, rebar placement, epoxy anchors or dowel testing and piles installation operations. ASE will observe the work assigned for conformance to the approved design drawings and specifications. Our special inspectors will prepare inspection reports and submit to the City's representative. He/she will notify the Contractor of any discrepancy for correction. A final report, signed by the Engineer, stating the work is performed in conformance with the project specifications shall be submitted to the appropriate manager in charge.

Laboratory Testing
ASE's engineering technician will collect representative soil samples used for fill and backfill; and conduct laboratory testing to determine soil classification, maximum density and optimum moisture content, sand equivalent, and classification of aggregate base materials and bituminous paving mixtures to ensure compliance with the contract specifications and standards. Additionally, ASE has the personnel and experience to provide the laboratory testing and reporting services to comply with the Block Cracking Mitigation Procedure developed by the City and presented as an attachment to the RFP. ASE's In-house laboratory has been accepted by the State of California Department of Transportation (Caltrans) and Division of State Architect (DSA) under the Laboratory Evaluation and Acceptance program (LEA 224), as well as AASHTO/CCRL and AMRL (Hot Mix Asphalt, Aggregate, Soil, & Portland Cement Concrete) and the City of Los Angeles.

Our laboratory meets with applicable ASTM and Caltrans procedures. Some of the Laboratory tests offered include:
• Maximum Density-Optimum Moisture Determinations
• Consolidation Tests
• Direct Shear Tests
• Expansion Index Tests
• Sulfate Content Tests
• Atterberg limits Determinations
• Sand Equivalent Tests
• R-Value Tests
• Sieve Analyses
• Hydrometer Analyses
• Specific Gravity Tests
Permeability Tests
Materials Testing
-9-

D
D
D
D
D
0 D
D
D
D
D
D
0 D
D
D
City of Garden Grove -Geotechnlcal Services ASE P23-005 • Concrete Compression Testing
• CBR Test
• Asphalt Concrete Mix Design by Marshall or Stabilometer Method • Field Density for Compacted Mix
• Extraction of Bituminous Materials
• Ignition Oven Determination of Various Types of Asphalt Binder Contents Report Preparation
At the completion of our services for a given project, ASE will prepare a report that will summarize all of the work preformed on the project. The report will include our observations during construction, results of our field and laboratory testing, and a conclusion as to the project's compliance with the contract plans and specifications. Four (4) copies of the final summary report containing full records and documentation of the geotechnical and field testing work preformed wtll be provided.

Subcontractors
ln the course of Geotechnical Investigations, ASE would often need to hire subcontractors for the boring excavations as well as for traffic control. Drilling companies often utilized by ASE include Choice Drilling, Inc., Martini Drilling, Inc. and Hamilton Drilling, Inc. for hollow stem auger drill rigs and Al-Roy Drilling, lnc. for bucket auger drill rigs. Traffic Control plans and onsite services are generally subcontracted to E-Nor Innovations, Inc. Occasionally it is desired to test soils for contamination. ASE utilizes Advanced Technology laboratories (ELAP No. 1838) for lab testing and SCS Engineers Environmental Consultants if any environmental recommendations are needed.

4.0 FIRM RESOURCES/ CAPABILITIES
ASE is uniquely qualified to provide the geotechnical services outlined in the RFP to the City of Garden Grove. Our team of Engineers and Geologists has over one hundred combined years of experience in all manner of geotechnical engineering, engineering geologic and material testing services. Within the last ten years ASE has provided geotechnical and material testing services on hundreds of municipal projects.

Current Workload
Currently, ASE has on-going and incoming projects of various workloads. ASE is capable of completing these tasks, as well as any incoming City tasks. ASE responds to our client's needs with planning and assigning a management team tailored to meet the specific requirements and deadlines of each project. To accomplish this goal, a project manager is assigned during proposal preparation, will be responsible for the day-to-day project activities and for planning, fr " coordinating, scheduling, and meeting budget requirements. ASE has a commitment to ~
ri i' , I -10 - ~ SOILS ENGINEERING, INC

D
D
D
0 D
0 0
D
C
D
D
0 0
D
0 D
0 City of Garden Grove -Geotechnlcal Services ASE P23-00S iS
provide geotechnical Engineering services with a high degree of professional excellence and proficiency. ASE anticipates over the next 6 to 12 months expanding our personnel, as necessary, to accommodate any increase in workload due to incoming projects from the City.

Insurance
ASE maintains in full force and effect, insurance policies covering General Liability, Automobile Liability, Professional Liability and Worker's Compensation.

Contact Information
I
I Name of Proposed Project Manager Edward C. (Ted) Riddell I ! Name of Firm Associated Soils Engineering, Inc. I
I Address 2860 Walnut Avenue
Signal Hill, California 90755
Office Phone No (562) 426-7990
FAX No (562) 426-1842
I Email [email protected] --
Corporate Information
I Legal Name of Firm Associated Soils Engineering, Inc.

I I Legal Entity California Corporation
I Federal Tax ID No 95-2896496 I
I Company Owner Edward C. (Ted) Riddell
!
ffA 0
,:j
so~s ENGINEERING, INC. -11 -

D
D
D
D
D
D

APPENDIX A
D
D

PROFESSIONAL FEE SCHEDULE
D
D
D
D
D
□
D
D
D
D
~
JJ
~
D
~
SOILS ENGINEERING, INC.

D
D
D
D
D
D
D
D
D
D
0 D
D
D
D
D
D
D
2860 WAI.NUT AVE. -SIGNAL HIU. CA· 90755 • PHONE 55z-42,;..mo -FAX562-426-1842 JANUARY 2023 FEE SCHEDULE
ENGINEERING & TECHNICAL SERVICES (Rate par Test)
Principal Engineer/Geologist
Project Engineer/ GeologtS\
$ 200.00 Cer1Jfied Pile Inspector (Drilec/Orivan/Tieback) $ 130.00 $ 125.00
$ 120.00
$ 95.00
$ 90.00
$ 90.00
$ 90.00
S 650.0D
$ 1BO.OO Registered Deputy Inspector OCC, DSA Ci6es, CounUes etc.) Slaff Engineer/Geologist
Supervising Technician (Lab/Field)
Field Technician
$ 160.00 Registered Deputy Grading lnpsector (ICC, Cities, Counties etc.) $ 13D.00 LaboratoryTechnlcian
$ 95.00 Technical Typist
Field Tecilnician/Oepuly Inspector (Prevailing Wage)
Field Support Services
$ 14 5.00 Technical Illustrator
$ 90.00 Fiekj/lah Assistant
Office Services $ 90.00 Expert Wilness (Preparation & Court-4 hr. min.) Soi-Cement Mix Design and Testing Quote (min. $3,500)
LABORATORY TESTING & CORING SERVICES (Rate Par Test)
ClasslllcaHon & Index Test&
Sand Equivalent (Cal 217 or ASTM D2419)
Attarhsrg Limit (LL&PL per ASTM D431S-D84)
Shrlnkag e Facto~ (ASTM D427)
Sieve Analysis induding Hydro (ASTM 0422)
Sieve Analyals -retained 200 mesh
200 Wash
Moisture Content (ASTM 02216)
Moistura Content & Ory Density-Ring (D2937)
Moisture Content Dry Density-Shelby Tube
Speciiic GraYily-Soi
Direct Shear UU (1 point)
Direct Shear UU (3 points}
Direct Shear CD (3 points)
Unconfined Compression
Residual Shear (3 Shear)
Sulfates
Cliorides
Ph
Resislivlty
Strength Tests
Soil Chemj6IN Tests
CorroslYily Suits (So4, Cl, pH, Resistivity)
Diamond Corin q
2" to 6' Diameter
a" to 9' Diameter
Houdy Charge Porta~to-PortaUStandby Time
Minimum Charge
Compression Tests
Compression Test 6"K12' Cylinders incl Hold (ASTM CJ9) each w/ cert Compression Tes~ 2', 4" ands• Cores (ASTM C42) each
Mortar Ccmpression each
Grout Prism Compression each
Meson ry Prisms (set of 4)
Shotaets Panel (Ind. corlng, capping and breaking up to 4 cores) $ 95.00
$ 200.00
S 150.00
$ 185.00
S 120.00
S 75.00
$ 40.00
$ 60.00
$ 60.00
$ 1BO.OO
$ 120.00
$ 225.00
$ 260.00
$ 290.00
$ 280.00
$ 95.00
$ 95.00
$ 95.00
$ 120.00
$ 340.00
$ 90.00
$ 100.00
S 200.00
$ 380.00
$ 30.00
$ 80.00
$ 45.00
$ 6D.OO
S 200,00
S 350.00
Com paellon l R-Value Tests
Max Oensily/Opt Moisture ASTM D1557 (Method A and B)
Max Densily/Opt Moisture ASTM D 1557 (M alhod C)
Max Density/OpL Moisture California 216
R-Value Natural Soll (Ca! 301 or AS™ 2844)
R-Value Ceman! or Lime treated Soi (Cal 301 or ASTM 284-4) R-Velue Aggragale Base (Cal 301 or ASTM 2844)
CSR (ASTM D1883) • Soil
CBR-Base
Consoljdatlon & Expansion Tests
Consolidation ASTM D2435 (Method A)
Consolidation ASTM D2435 (Methorj B)
Time Rate per Load Increment
Expansion Index (2.5' Diameter Specimen)
Expansion Index (4.0' Diameter Specimen}
Single Load Swen or CoBapse Test
Asphalt Concrete Test,
Mix Design by Marshal or Stabiometer Method
Field Density for Compacted Mix (Ca 306) s 4" diameter each > 4" diameter each
Thickness of Compacted Mix
Theoretical Max. Sp. Gravity & Densily of Bituminous Mixtures (ASTM D 2071)
Extrac:llon of Bitumen Mat,% Oil in m~ (ASTM D2172, Meth. A) Maximum Density Detennination (Cal 304, 2 pt Avg.)
Stability Value {Cal 366) • 3 Points
Extraction of Bttumen Material by Ignition Method
Aggregate & Basa Course Tests
Durability or Aggregate (Cal 229)
Sieve Analysis, Fines On!y(ASTM C136}
Sieve Analysis, Fines & Coarse (ASTM C 136 or (Cal 202 J Cleanness Value CTM '227
Sp. Gravity. Fine aggregate ind.% Aboorption (ASTM C128) Sp. Gravity, Coarse Aggragale inc:l. % Absorption (ASThl C127) Abrasion Resistance-LA Ratffer, 100-500 rav. (AS'TM C131) S 210.00
S 240.00
$ 210.00
$ 325.00
$ 350.aO
$ 350.00
$ 370.00
$ 450.00
$ 220.00
$ 380.00
$ 65.00
$ 145.00
$ 165.00
$ 150.00
Quote
$ 75.00
$ 85.00
$ 50.00
$ 210.0D
$ 190.00
$ 230.00
$ 330.00
$ 260.00
$ 320.00
$ 120.00
$ 170.00
$ 165.00
$ 180.00
$ 180.00
$ 290.00

BASIS OF CHARGES
Regular Hour,; Monday 1o Friday-7:00 AM to 4:00 PM Signature; If client's site suprevisor is not on site to sign the Daily Reports prepared by Overtime Hours: 1.5 times regular rate over 8 hours per day, night shiHs and Saturdays. 2 ASE'S technicians/deputy inspectors prior to lheir departure from site. ASE's lfmes regular rate on Sundays, Holidays and won< days over 12 hours. technicians/deputy inspectors have been instructed to write 'not on site' on all such Minimum Charge: 2-hour minimum for show-up If not cancelled two (2) hours pnor to arrival. 4-hoor minimum if inspeciion is greater than four (4) hours.

Charges for all field work will be romp Ll1e<t on a portaHo-porlal basis and all portaJ-to­ portat technician mileage is billed at $0.80/par m!Je. Field work will be billed on a time and malerial basis unless quoted otherwise.

Advance Notlftcat!on: A minimum 24-hoUI lead lime, excluding week-ends and public holidays, is required from the Cflent ror any fie!d or /aboralory services requested.

On prevaD Ing wage projects, client must provide correct project DIR number when initiates the request for &ervice. In complaince v.ith CA DIR I aw, dien! also needs to provide 72-hour advance no!Jce when scheduflng for field service.

Laboratory TKts: Laboratory test rates listed above exclude time and malarial cost of obtaining the samples. Outside equipmenVser,,ices, if applicable, wil be biled based on ASE's cost plus 15%. Rush laboratory tests wifi require client's written approval for !aboratorv technician overtime rates.
"Rates vaid Um,u~h December 31, 2023
reports. The content and chargeable time presented on such reports will be considered acceptable to Client UNLESS prior ammgement or acknowledeging such reports is made by the client and agreed In by ASE. If ASE's technicians/deputy Inspectors are requested by the client to walVijnd a signator (induding going to another site and/or relllming al another time), the dien1 wm be charged for the time rendere<I by ASE's tecli nicians/deputy inspectors at our regular hourly rates.

Engineering reports (up to 5 copies) sham be billed on a time and material basis with a minimum charge of $60D.00. Additional copies will be furnished ata cost of $0.75 per page, plus S20.00 far bl nding. Any plan/report b 1at requ Ires the sign ing/stamplng of a CA­ registered CNil Engineer or Geotechnica! Engineer will be bmed a milimum of one hour of the current Principal Engineer rate.

Fees charged are for professional and technical services and are due upon )lresenlation. If not paid w~hin lhirty (30) days of invoice, lhey are ~onsidered past due and a finance charge of 1 ½% per month will be added to the unpaid balance (18% annual rate).

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
0~
D so!ENGINEERING, INC.

APPENDIX B

RESUMES OF KEV PERSONNEL

D
D
D
D
D
D
D
D
D
0 D
D
D
D
D
D
D
EDWARD (TED) RIDDELL, P.G., C.E.G

PRESIDENT, PRINCIPAL GEOLOGIST

EDUCATION
B.A., Geological sciences, University of California, Santa Barbara, California, 1985

PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS
Professional Geologist, California,# 5657
Certified Engineering Geologist, California, # 1775

QUALIFICATIONS AND EXPERIENCE
Mr. Riddell has over 35 years of experience in all phases of geotechnical projects. He has managed or worked on projects for public and private sectors including planning, geologic mapping, coordinating, conducting and writing of preliminary investigations, supervision, direction of field personnel and site inspections during grading to final drafting and report writing of completed projects.

Representative geotechnical projects that have been directed or managed by Mr. Riddell include:
• City of Santa Fe Springs, Los Angeles County, California -Project Manager/Engineering Geologist for Pavement Rehabilitation/Reconstruction of 1 O Commercial/Light Industrial Streets, existing pavement evaluation & recommendations for rehabilitation or replacement, visual evaluation of pavements, coordinate AC coring and soil borings, analyze laboratory data, preparation of report including evaluation of subgrade soils, pavement overlays and new pavement sections. • City of Garden Gove, Orange County, California -Project Manager/Engineering Geologist for Pavement Rehabilitation/Reconstruction of 8 City Streets varying from local residential streets to collectors and arterials, existing pavement evaluation & recommendations for rehabilitation or replacement, visual evaluation of l':)avements, coordinate AC coring and soil borings, analyze laboratory data, preparation of report.including evaluation of subgrade soils, pavement overlays and new pavement sections. • City of Seal Beach, Orange County, California -Project Manager/Engineering Geologist for Pavement Rehabilitation/Reconstruction of Beverly Manor Drive, existing pavement evaluation & recommendations for Full Depth Reclamation (FDR), coordinate AC coring and soil borings, analyze laboratory data, preparatiqn of report including evaluation of subgrade soils, pavement overlays and new pavement sections, followed by management of the operations of the geotechnical personnel (field & Lab) during the reclamation and new pavement overlay for the project.
• La Habra, Orange County, California -As project geologist, Mr. Riddell performed a geotechnical investigation for a 400+ acre master planned residential/golf community on a former oil field, followed by management of the operations of the geotechnical personnel during the rough grading of the project.

Duties during grading included field geologic mapping, large ancient landslide complex removals and stabilization, slope stability analyses, in-grading recommendations for remedial grading, and preparation of geotechnical reports and geologic maps.

PROFESSIONAL HISTORY
President, Principal Engineering Geologist, Associated Soils Engineering, Inc., Signal Hill, California Staff and Project Geologist, GeoSoils, Inc., Santa Ana, California

PROFESSIONAL SOCIETIES
Association of Engineering Geologists
D
Calif1Y:nia Geotechnical Engineers Association
AsEvement Association
G "
~
o· so! ENGINEERING, INC.

D
D
0 D
D
D
D
0 0
D
D
D
D
D
D
D
0 LAWRENCE J.D. CHANG, P.E.

VICE PRESIDENT -SENIOR ENGINEER (CA RCE 67987, RGE 2881)

EDUCATION
PhD. Candidate Geotechnical Engineering, Nanyang Technological University, Singapore, 1997 M.S. Geotechnical Engineering, University of California, Davis, 1988 B.S. Civil Engineering, Chung Yuan Christian University, Taiwan, 1983

QUALIFICATIONS ANO EXPERIENCE
• Associated Soils Engineering, Inc. (ASE), Signal Hill, CA -Supervision and management of soils and materials testing laboratory; implementation and enforcement of QC policy; review and certification of QC & QA testing and inspection documents; field inspection, certification and evaluation; roadway pavement design. Management/involvement of extensive public works projects such as City of Cerritos Roadway Rehabilitation Project, City of Hawthorne Municipal Airport Roadway Rehabilitation, Fed Ex-LA Hub Pavement Rehabilitation, City of Bellflower Municipal Improvement Project, Rowland Water District Capital Improvement Project. • Testing Engineers, Santa Ana -Co-ordination & supervision of project implementation & budget, geotechnical site Investigation, engineering analysis & report writing presentation and negotiation of project proposals and contracts with clients. Management/involvement of projects such as Ynez Bridge Widening in Temecula, Santa Clarita Medical Building in Santa Clarita, Marion Knotts Studio/Athletic Field/Parking Structure/Student Residence at Chapman University in Orange, Saugus High School in Santa Clarita, The Crossing Church in Costa Mesa, Fed Ex Ground-L A Hub Pavement Rehabilitation in Los Angeles, Harbor Blvd. Rehabilitation in La Habra, Sewer Main Replacement in Canyon Lake, First American Capital Development in Santa Ana, and Gym Expansion at Biola University in La Mirada. • Synergy World Group ltd., Taiwan -Overall project co-ordination, administrative, personnel and budgetary responsibility of geotechnical and geo-environmental projects in Malaysia and Greater China. Initiation, compilation, presentation and negotiation of project proposals or contracts for residential, commercial, industrial and infrastructure projects. Geotechnical & geo• environmental value engineering study & appraisal. Participation of projects such as TAIPEI 100 Building, Taiwan High-Speed Railroad Project, and North-South Highway Slope Stabilization in Malaysia.
• RoyalHub Pte. Ltd., Singapore -Infrastructure project proposals and planning for government agencies. Township planning & construction in China incorporating advanced geotechnical and gee-environmental engineering features. R&D project leader in re-utilization of recycled industrial wastes for geotechnical application.
• Shin Hwa Cheong Development. Co. Pte. Ltd, Singapore -Overall in charge of planning, design, and construction phases of various commercial and residential projects in Singapore, Malaysia and China. Development of innovative construction method in deep excavation in very soft clay.
• Professional Service Industries, Inc., San Diego -Participation as project engineer in projects such as Denver International Airport, Orange County Juvenile Court and Detention Facility, Camp Pendleton Marine Corp Base, hospitals in Azusa and Thousand Oaks, Hesperia High School in Riverside, golf resort in Rancho Mirage, New Civic Center in Escondido, and San Francisco International Airport Expansion.

D
9 • American Engineering Lab., Inc. San Diego -Participation of on-site drilling, sampling and 4J ogging, pile driving inspection (both land and marine based), caisson drilling inspection, fill earth 0 ompaction testing, laboratory testing result analysis and geotechnical investigation report writing,

0. ~ roundwater percolation sampling & monitoring.

SOILS ENGINEERING, INC.

D
D
D
D
D
D
D
D
D
0 D
D
D
D
D
D
D
D
JOHN R. WHITNEY, P.G., C.E.G

SENIOR PROJECT GEOLOGIST

EDUCATION
B.S., Geology, California Lutheran University
Post-Graduate Studies, California State University, Los Angeles

PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS
Professional Geologist, California, #6661
Certified Engineering Geologist, California, #1929

QUALIFICATIONS AND EXPERIENCE
Mr. Whitney, a registered engineering geologist with over 22 years of professional geotechnical experience, specializes in geotechnical investigations, construction observation and structural distress investigations. He has worked on or managed a wide range of geotechnical projects involving private and public sector clients in Ventura, Los Angeles, Orange, San Bernardino, Riverside, and San Diego Counties. Projects have included residential and commercial development, water tanks, earth dams, and distressed ground stabilization. Mr.

Whitney is regularly involved in development projects from early conceptual stages through final construction stages.
• As soils technician and field, staff and project geologist, observed and tested fill placement, performed geologic observations, provided remedial grading recommendations, managed field personnel, directed materials testing/inspections, and prepared final geotechnical reports. Projects have included residential development, commercial buildings, schools and dams.

Many of these projects have involved earthwork in excess of one million cubic yards each.
• As field, staff and project geologist, managed and performed preliminary geotechnical investigations designed to identify and develop mitigation recommendations for landslides, earthquake faulting, liquefaction, ground settlement, high groundwater tables, and other geologic hazards. The work performed included geologic field mapping, aerial photograph analysis, exploratory excavations (borings and trenches), and geophysical remote sensing; interpretation of field data collected; and the preparation of reports, geologic maps and cross sections. The above work has been performed for single-family residential, large residential tract developments, commercial buildings, schools, hospitals, and public works projects.

I~
D ~~
SOILS ENGINEERING, INC.

D
D
0 D
D
D
D
D
D
0 D
D
D
D
D
D
D
D
JOHN R. WHITNEY, R.G., C.E.G

SENIOR PROJECT GEOLOGIST
QUALIFICATIONS AND EXPERIENCE (continued)
o Performed slope distress investigations, including surficial failures and landslides, to determine cause and recommendations for repair. • Performed structural distress investigations for residential and commercial buildings to determine cause of distress and recommendations for repair.

PROFESSIONAL HISTORY
Senior Project Geologist, Associated Soils Engineering, Inc., Signal Hill Associate Geologist, Petra Geotechnical, Inc., San Diego and Costa Mesa Soils Technician, Staff and Project Geologist, GeoSoils, Inc., Santa Ana

PROFESSIONAL SOCIETIES
Association of Engineering Geologists
South Coast Geologic Society
San Diego Association of Geologists
~~
D
c;'~
S0:S ENGINEERING, INC.

D
0 D
D
D
0 0
0 D
D
0 0
D
□
D
D

TORIN NG, EIT

STAFF ENGINEER

EDUCATION
S.S., Civil Engineering, California State University Long Beach, California, 2019

PROFESSIONAL REGISTRATIONS AND CERTIFICATIONS
Engineer in Training, California, # 165999

QUALIFICATIONS AND EXPERIENCE
Mr. Ng has experience in all phases of geotechnical projects. He has managed or worked on projects for public and private_ sectors including planning, coordinating, conducting and writing of preliminary investigations, field exploration, laboratory testing, engineering analysis, geological and seismic hazard assessment, supervision, direction of field personnel and site inspections during grading to final drafting and report writing of completed projects. Laboratory coordination, documentation, certification.

Representative geotechnical projects that Mr. Ng has participated in include:
o Beaumont/Cabazon, Riverside County, california -Staff Engineer/Field Technician for Pavement Rehabilitation/Reconstruction of Interstate 10 medians from 10/60 interchange to the 10/111 interchange. Soils classification, testing and evaluation of subgrade and pulverized material during preliminary mix design phase. Development, implementation and enforcement of QC policy for FDR-C operations; review and certification of Q~ & QA testing and inspection documents; field inspection, certification and evaluation; coordinate soil borings, analyze laboratory data, preparation of report including evaluation of production pulverized/mixed FDR-C material.

Coordinate/compile/analyze field QC data from production for presentation to Caltrans. • Littlerock Area, Los Angeles County, california -Field Technician for Cement Stabilized Soil (CSS) VECP of State Route 138 expansion from 10/60 interchange to the 10/111 interchange. Soils sampling, classification, testing and evaluation of in-situ basement material. QC field inspection/testing, certification and evaluation; analyze laboratory data, preparation of report including evaluation of field sampled CSS material. Coordinate/compile/analy1e fiel~ QC:Jf_ata. • City of Garden Grove, Or~nge County, California -Staff Engineer/Field Technician for Pavement Rehabilitation/Reconstruction of various neighborhood streets, QA/QC inspections/documentation for AC pulverization, CTB/CSPB operations, HMA paving, laboratory testing, engineering analysis • Pasadena, Los Angeles County, California -Staff Engineer for soils investigation for proposed Fire Station Seismic Retrofit. Coordinate drilling crew for soil sampling, soils classification, testing, analyze laboratory data, preparation of report including foundation recommendations and seismicity.

PROFESSIONAL HISTORY
Staff Engineer, Associated Soils Engineering, Inc., Signal Hill, California 4'fh.
~~
U SOILS ENGINEERING, INC.

0 D
D
D
D
D
D
D
D
D
D
D
□
D
D
D
D
0 DONALD ZIKE

LABORATORY MANAGER

EDUCATION
Lakewood High School-1976
Long Beach City College -General Studies (2 ½ Years)

PROFESSIONAL CERTIFICATIONS
Caltrans Accreditation
AMRL Accreditation
DSA Acceptance (LEA)
CCRL Accreditation
CCRL & AMRL Proficiency Sample Programs
Caltrans Reference Sampling Program
AC! Concrete Strength Tech
Asphalt Pavement Association

PROFESSIONAL EXPERIENCE
1977 to Present
1985 to Present
1978 to 1985
1977to 1978
Associated Soils Engineering, Inc.
laboratory Supervisor: Oversees and performs the physical testing of soils and aggregates for use in designing structural elements for building purposes, asphaltic concrete, PCC; (Pacific Coast Concrete), and ballast material. Responsible for training laboratory technicians in performance of laboratory tests, and keeping up with Caltrans, CCRL and AMRL accreditations.
laboratory Technician: Perform physical testing of soils and aggregates as directed by the laboratory Supervisor. Train in duties of field compaction control technician and asphaltic concrete batch plant inspection and quality control.

Draftsman: Perform all drafting duties -Plot Pia ns, Consolidation and Sieve Analysis Graphs, Slope Stability Sections. Minor clerical duties.

Train in duties of Laboratory Technician
~~
~~ D so~ ENGINEERING, INC

0 D
0 0
D
D
D
D
D
Q
D
0 D
D
D
0 D

CRAIG WEATHERHOLT

SENIOR FIELD TECHNICIAN

PROFESSIONAL CERTIFICATIONS
CAL OSHA 40hr. Certified
Nuclear Gauge Certified
Caltrans Certified
ACI Certified
City of Irvine -Asphalt Certified

PROFESSIONAL EXPERIENCE
1996 -Associated Soils Engineering, In.

Present 2860 Walnut Avenue
1991-
1996
1987-
1990
1979-
1986
Signal Hill, California 90755
Senior Soils Field Technician -Primary job duties -Soil backfill observation and compaction testing (Nuclear Certified), footing inspection, pile inspection, lagging and shoring inspection, asphalt plant inspection, asphalt laydown inspection, commercial grading, utility trench and street compaction testing, Haz Mat certified (40 hour Hazwoper), in-lab soil testing, concrete and slump testing, ACI certified for concrete sampling and testing, SNSF metrotlnk UP/SP trained.

During this time out of necessity I helped with the care of my daughter who has special needs. To help with expenses, worked part-time with several companies listed below:

Robert's Construction Co. -Primary job duties -general labor.

Joe Logan Trucking -Primary job duties -loading & unloading trucks.

Green Meadows Farm Productions -Primary job duties -tour guide.

Geo Solls, Inc.
6634 Valjean Avenue
Van Nuys, California 91406
Senior Soils Technician -Primary job duties -Fill control, compaction testing, hillside grading, report preparation, certified nuclear gauge operator, site inspections for drilling access, footing, caisson, wall and drain inspections.

Soils & Geology, Inc. (Formerty Triad Foundation Engineering) City of Industry, California
Laboratory Manager -Primary job duties -Delegated and distributed work to assistants, scheduled testing, responsible for program completion, logged all paper, ran R-Values, consolidation and shear tests, classified boring samples, took moisture and density calculations.
□ IA 0 SD:: ENGINEERING, INC.

Laboratory and Field Technician -Primary job duties -Fill control and density test (sand cone), concrete sampling -slum test and compression testing, mortar, grout, cinderblock and other core samples, maximum density and expansion indexes, sieves and mechan!cal analysis, permeability tests and liquid limit, sand equivalent test and specific gravity's.

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, P.E
Senior Civil Engineer

CITY OF GARDEN GROVE
11222 Acacia Parkway
P.O. Box 3070
Garden Grove, CA 92842
February 2, 2023
GMU Proposal P-23015
Subject: Proposal to Provide On-Call Geotechnical Services, City of Garden Grove, California
Reference: "Request for Proposal for On-Call Geotechnical Services", dated January 9, 2023
Dear Mr. Uphus:

GMU is pleased to submit our proposal to provide On-Call Geotechnical Services. With over 55 years of experience in the Southern California area and as a small business enterprise (SBE), GMU is able to reliably, efficiently, and effectively provide the scope of work described in the referenced RFP. GMU possesses extensive experience in the design and construction of numerous public works projects including geotechnical/pavement evaluation & design, laboratory testing, and construction observation/testing services.

GMU currently serves as a Geotechnical/Pavement Engineering Consultant and provides services to the Cities of:
• Aliso Viejo
• Chino Hills
• Dana Point
• El Monte
• El Segundo
• Fountain Valley
• Garden Grove
• Irvine
• Laguna Niguel
• Lake Forest
• Mission Viejo
• Newport Beach
• Rancho Santa
Margarita
• San Fernando
• San Juan
Capistrano
• Santa Fe Springs
• Torrance
• Yorba Linda
• Whittier
We also provide on-call services for the County of Orange and the County of Los Angeles.

Our website, www .gmugeo.corn, offers a virtual tour of GMU and an overview of some of GMU 's projects.

We have reviewed the attachments to the RFP, including the sample insurance documents and are prepared to provide insurance information per these requirements. In addition, we have reviewed the Sample Agreement and have the following comments:
23241 Arroyo Vista
Rancho Santa Margarita I CA 92688
949.888.6513 I FX, 949.888.1380 I www.gmugeo.com

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
• Paragraph 2 -Replace "warrants" with "acknowledges."
• Paragraph 19 -Add at end of first paragraph: "Consultant's indemnity and defense obligations set forth above are subject to and to be construed in accordance with the provisions of Civil Code Section 2782.8."
We appreciate the opportunity to provide this proposal and look forward to future opportunities to work with the City of Garden Grove. Please do not hesitate to call if you have any questions regarding this proposal.

Respectfully submitted,
p, M. c., P.
o· ctor of Pavement Enginee
[email protected]
949-546-0017
February 2, 2023 Page2 of21
-
Gregory , M.Sc., E, GE
Preside EO
Princip Engineer
[email protected]
949-546-0080
P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
Table of Contents
Introduction ..................................................................................................................................... 4 General City/Municipality Experience ........................................................................................... 5 Scope of Services ............................................................................................................................ 6 Construction Observation and Testing Services ..................................................................... 6 Geotechnical Engineering for Public Works Projects ............................................................ 7 Pavement Engineering -Rehabilitation and Design ............................................................... 7 Geotechnical and Pavement Laboratory Testing Services .................................................... 10 Structural Engineering for Retaining Structures and Shoring .............................................. 10 Review and/or Forensic Investigations of Retaining Walls/Slope Failures .......................... 11 Review of Slope and Drainage Conditions As Needed ........................................................ 11 Geologic and Geotechnical Site Reconnaissance ................................................................. 11 Independent Review of Geologic Hazard Areas ................................................................... 11 Wall Design Review ............................................................................................................. 12 Personnel ....................................................................................................................................... 12 Staffing and Availability ............................................................................................................... 13 References and Project Profiles .................................................................................................... 14 City of Huntington Beach ..................................................................................................... 14 City of Mission Viejo ............................................................................................................ 15 City of Aliso Viejo ................................................................................................................ 1 7 City of Newport Beach ......................................................................................................... 19 Geotechnical City On-Call Contract References .......................................................................... .21 Proposed Fee Schedule .................................................................................................................. 21 Appendix A-Key Staff Resumes
Appendix B -Certifications
Appendix C -Fee Schedule
February 2, 2023 Page3 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
Introduction
GMU is a Small Business Enterprise (SBE) with over
55 years of experience. Previously known as GMU
Geotechnical, Inc., GMU has established a reputation
for reliability, innovation, accuracy, efficiency, and
excellent service resulting in reduced costs, reduced
man-hours spent on scheduling or project
coordination, and reduced risks for our clients. These
clients choose to maintain long-term relationships with us because of the benefits of our reputation and
experience. Our clients include City, County, and
other public agencies in addition to private owners,
developers, and contractors. Shareholders of GMU
consist of two Engineers and one Geologist who are
active in the daily operations of the company,
including performing and managing geotechnical and
pavement design or construction projects.

GMU is a full-service geotechnical engineering firm offering a variety of geotechnical engineering services as well as a list of specialty services that complement our geotechnical engineering capabilities, outlined as follows:
• Geotechnical Engineering and Engineering Geology
o 4 Registered Geotechnical Engineers and 4 Certified Engineering Geologists, supported by numerous Senior Staff and Staff Engineers and Geologists. o Experience ranging.from master planned communities to landslides to bridges and public works structures to roadways to high rise structures. • Structural Engineering for Retaining Structures and Shoring o Structural and geo-structural designs for conventional retaining walls, soil nail walls, soldier pile walls, and MSE walls.
• Soils and Materials Laboratory Testing
o Certified by County of Orange, Ca/trans, AASHTOIAMRL, DSA • Geotechnical (Soils) Inspection/ Special Inspection
o Geotechnical Engineering technicians dedicated to Public Works-related projects with experience ranging.from 10 to 25 years and Ca/trans-Certified.

February 2, 2023 Page4 of21 P-23015

D
D
D
D
D
D
D
0 D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnica/ Services
o Full range of special inspection capabilities (see Statement of Services). o Most of our geotechnical inspectors possess multi special-inspection capabilities. • Pavement Engineering
o Pavement Engineering group led by Roger Schlierkamp,
MSc., PE, Director of Pavement Engineering.
o Our Pavement Division includes 4 Senior Sta.ff and Staff Pavement Engineers.
• Construction Management and Monitoring
ru11 '-11...,ILI

PAVEMENT

ENGINEERINC
o Group led by Mike Moscrop, MSc., PE, GE, Vice President o Includes: Construction vibration monitoring, construction monitoring, and construction management advisory.
o 30+ year history with monitoring hillside land movement. • Forensic Engineering and Expert Witness Consultation
o 30+ year history of providing forensic engineering and expert witness consultations.
• Geotechnical Instrumentation
GMU is an award-winning firm recognized by ASCE, CELSOC, and CalGeo. Please see our website (www.gmugeo.com/awards) for a summary.

General City/Municipality Experience
GMU and its staff have a long history providing services to Cities and various municipalities throughout Southern California.

Select List of Current City/Municipality Work
• County of Orange -Consistently ranked either the top or one of the top three geotechnical firms in Orange County.
• City of Huntington Beach -G MU is currently providing pavement evaluation services for the 2023 CIP, including arterial roadway segments such as Hamilton, Heil, and Balsa. • City of Mission Viejo -Providing pavement design and construction observation/testing services, including for the City's annual residential slurry seal project, annual arterial rehabilitation project, and geotechnical reviews.
• City of Laguna Niguel -City's geotechnical consultant for over 20 years, including observation and testing services during construction.

February 2, 2023 Page 5 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
• City of Lake Forest -City QA/QC services and consultation on public works projects. • City of Rancho Santa Margarita -City's geotechnical and pavement engineering consultant since 2005 for both reviews and public works projects. • City of Dana Point -Public works projects and pavement engineering/testing. • City of Aliso Viejo -Public works projects and pavement engineering/testing. • City of Garden Grove -City's geotechnical/pavement consultant providing public works design consulting.
• City of Chino Hills -City pavement management planning, and geotechnical services providing both plan check and design level services as well as inspection services. • City of Newport Beach -City geotechnical consultant providing geotechnical design, pavement engineering, pavement testing and inspections, forensic/expert witness consulting, and QA/QC services for major public works projects.

Scope of Services
GMU understands that the City of Garden Grove is seeking various professional consulting services.

A brief overview of our proposed services is summarized as follows. All work is supervised by a registered geotechnical engineer, civil engineer, and/or a registered engineering geologist, depending on the work being performed.

Our duties will be performed in a manner that promotes the cost-effective execution and progress during construction projects.

Clear invoicing will be submitted and will include the following information:
• Project name and identification number;
• Purchase order number;
• Invoice date and work dates; and
• Work performed.

Construction Observation and Testing Services
During construction, GMU's Senior Engineering Technicians (Soil Technicians) will perform field observations and testing of materials being constructed. Soil technicians performing observation, testing, and sampling are certified by Caltrans.

Geotechnical support will be provided during the full-depth reclamation and cement treatment process, including performing the City of Garden Grove's Block Cracking Mitigation Procedures.

Plant technicians will perfonn asphalt concrete plant inspections and materials sampling to verify confonnance of the material with the mix design, and in accordance with the City's Asphalt Batch Plant Inspection Policy.

February 2, 2023 Page 6 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnica/ Services
Proper field safety practices and procedures will be maintaine~ especially when working near streets and intersections.

A sample list of certifications for select technicians that we expect to perform work for this on-call is presented in Appendix C.

Geotechnical Engineering for Public Works Projects
GMU currently provides services to the Cities of Laguna Niguel, Garden Grove, Dana Point, Rancho Santa Margarita, Irvine, Newport Beach, Mission Viejo, Buena Park, Aliso Viejo, Westminster, Torrance, Santa Fe Springs, Chino Hills, and more which have included geotechnical investigation, design, and report services for vertical, horizontal, and underground City capital improvement projects.

These projects range from civic center complexes and pedestrian bridges to lift stations with supporting underground utility pipelines. Evaluations include the review of existing geotechnical maps and reports, initial investigation, lab testing, geotechnical analysis, and report preparation with recommendations for grading, earthwork, settlement, surface and subsurface drainage, foundation/column/slab design, slope stability, pavement design, trench backfill, retaining wall design, environmental concerns, removal of unsuitable materials and more.

Throughout the design process, GMU will review project plans and specifications with consideration of geotechnical issues, such as suitability of existing soils and materials testing.

Pavement Engineering -Rehabilitation and Design
GMU offers specialized technical expertise and experience in performing pavement evaluations and developing cost-effective pavement repair recommendations. GMU's typical approach to pavement evaluation generally consists of the following procedures:
• Visual Pavement Surface Condition Assessment -Identification of pavement distress types, severity levels, and extent in order to assess deterioration mechanisms and develop pavement repair recommendations. GPS-referenced photographs are taken to show representative and/or select pavement surface conditions. • Field Exploration -Investigate and analyze existing pavement conditions through performing pavement corings, soil borings, and sampling. Samples will be logged, including location, depth, material type(s) encountered, visual soil classification, thickness, and more.

Prior to performing field exploration, GMU will obtain necessary permits. Coring and/or boring locations will be marked in the field and Underground Service Alert (Dig Alert) will be notified. Traffic control plans, if required, will be prepared and submitted to the City for review and approval.

February 2, 2023 Page 7 of21 P-23015

D
D
D
D
D
0 D
D
D
D
D
0 D
D
D
D
0 D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
• Non-Destructive Pavement Testing and Analysis
Falling-Weight Deflection Testing
GMU offers in-house non-destructive pavement deflection testing performed in accordance with California Test 356. Deflection testing involves applying an impact load (simulating truck traffic) and measuring the corresponding deflection response. Generally, lower deflection readings indicate a stronger pavement section whereas higher deflection measurements indicate weaker pavement section. Benefits of deflection testing include:
• Allowing the in-place structural capacity to be determined and analyzed. • Identification of potential weak areas that visual surface inspection cannot. • Compared to pavement repair recommendations derived primarily from coring data and subgrade R-value tests, perfonning deflection testing and analysis of deflection data often allows more cost-effective pavement repair recommendations to be developed.

Photo 1: GMU's falling-weight deflectometer in action on a City oflrvine pavement evaluation project (2022).

Ground-Penetrating Radar Testing
GMU offers in-house Ground Penetrating Radar
(GPR) testing services. GPR testing involves
emitting a series of radar waves from an antenna
and into the pavement structure while traveling
at traffic speeds. The data collection will be
carried out using a 2GHz antenna system. This
antenna focuses on the upper 1.5 to 2 feet of the
pavement structure. The GPR system for this
work includes a GSSI SIR-30 radar control and
data acquisition unit, an electronic distance
measuring instrument (DMI), and a high­
resolution differential. RADAN software is used
to analyze the GPR data gathered and estimate
the various materials' dielectric constants and
February 2, 2023 Page 8 of21
Photo 2: GMU's 2GHz and 400Mhz GPR
antennas attached to the rear of the FWD.

P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
identify pavement layer types. The depths to the bottom of each pavement layer is estimated based on round-trip travel time of the GPR signal and an estimated velocity, which are determined by comparing and matching computed GPR depths to the available coring data.
• Laboratory Testing -Laboratory testing will be performed in our Caltrans-certified pavement and soils materials laboratory to evaluate various engineering properties of the collected materials, including R-value, moisture content, in-place density, maximum density and optimum moisture, direct shear, consolidation, sulfate content, soil classification (Atterberg limits and particle size), mix design development tests, and other tests that may be needed to evaluate or characterize the collected materials. • Engineering Analysis -Perform pavement engineering analysis of new and existing pavements in accordance with the California Highway Design Manual or mechanistic empirical methods. GMU will consider construction cost, production rate, and even greenhouse gas emissions in our analysis.
• Pavement Report -The pavement report will present a summary of our work, findings, conclusions, and recommendations, including:
o Scaled plans showing coring or boring locations, project limits, and project location;
o Summary of pavement surface condition assessment (pavement distress types, severity levels, and extent);
o Results of deflection and GPR testing data, if collected; o Logs of subsurface exploration (boring logs or AC coring summary tables); o Results oflaboratory testing;
o Summary of analysis methodology and procedures;
o Pavement repair recommendations including replacement structural section thicknesses, overlay thickness, and/or rehabilitation repair strategy. Typically, at least two repair recommendations are provided (10-and 20-year design lives utilizing traffic indices assumed or provided to us).
o When overlay recommendations are provided ( or other recommendations that may change the surface elevations), there will be consideration given to street profile, cross section, and/or surface drainage.

GMU possesses extensive experience in developing cost-effective pavement repair recommendations, including the following:
• Cold in-place (CIR) or cold central plant recycled (CCPR) asphalt concrete (AC) pavement;
• Cement stabilized pulverized base (CSPB) as part of the pavement structural section; • Cement-or lime-stabilized soils (CSS or LSB) for subgrade stabilization and/or as part of the pavement structural section;
February 2, 2023 Page 9 of21 P-23015

D
D
D
D
D
B
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
• Fiber-reinforced asphalt concrete (FRAC) to improve reflective cracking resistance and/or reduce required AC thickness;
• Rubberized hot-mix asphalt (RHMA or ARHM overlays);
• Geogrid/geotextiles to reduce required aggregate base thickness or to stabilize subgrade conditions; and more.

The procedures described above and our extensive experience in design and construction of these strategies allow us to recommend cost-effective alternative pavement repair strategies. The final report will be signed and stamped by a California registered geotechnical engineer.

Geotechnical and Pavement Laboratory Testing Services
GMU's laboratory is certified by the County of Orange, Caltrans, AMRL, and AASHTO and can provide testing of various construction, soils, and pavement materials for construction or design projects in accordance with the procedures, policies, regulations, requirements, and formats of the given test method. Laboratory testing will be performed to test various construction materials for specification compliance purposes. Additionally, laboratory testing can be performed to evaluate various engineering properties for geotechnical and/or pavement design or investigation projects.

A select list of laboratory tests performed by GMU includes:
• Asphalt binder content
• Testing for backfill material, aggregate
base, sand bedding, etc.
• Compaction testing
• Core density
• Hveem stability
• Wet track abrasion
• R-value
• Maximum dry density and optimum
moisture content
• Corrosion series
• Mix moisture content
• Durability index
• Direct shear
• Atterberg limits
• Consolidation
• Permeability
• Concrete compressive strength
• Sand equivalent
Structural Engineering for Retaining Structures and Shoring GMU provides full design and construction observation services for many types of retaining walls, including MSE walls, soil nail walls, and tieback walls, as well as conventional block walls. Design services include geotechnical and structural calculations and development of plans for bidding.

Offering both structural and geotechnical engineering design services under one roof in-house allows GMU to develop cost-effective retaining wall design services and eliminates the discontinuity and fragmented communication often encountered when structural and geotechnical services are performed by separate companies.

February 2, 2023 Page 10 of21 P-23O15

D
D
D
D
D
□
D
□
D
D
□
□
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnicai Services
Review and/or Forensic Investigations of Retaining Walls/Slope Failures We have provided forensic investigations, engineering services, and third-party review services related to large landslides, retaining wall stability, settlement and subsidence, and many other projects. Slope failures, including landslides, and retaining wall instability has occurred in several of the Cities we consult to, and GMU has provided review and/or forensic investigation for these projects. Select GMU personnel are experienced in deposition and court testimony.

The typical turnaround time varies depending on the size, complexity, and demands of the particular project. GMU will coordinate with the City at the start of the project to discuss a timeline that will meet the City's deadlines.

Review of Slope and Drainage Conditions As Needed
Our geotecbnical engineers and geologists are experienced in analyzing both the static and dynamic stability of existing and proposed slopes, and developing recommendations to stabilize slopes. Analyses are performed using appropriate stability methods and state-of-the-art computer software. Dynamic analytical methods range from pseudo-static analyses to slope deformation analyses.

In addition, our professional staff is experienced in evaluating existing and proposed drainage conditions for adequacy, and are adept at providing recommendations to improve existing drainage conditions as well as planned improvements.

The typical turnaround time varies depending on the size, complexity, and demands of the particular project. GMU will coordinate with the City at the start of the project to discuss a timeline that will meet the City's deadlines.

Geologic and Geotechnical Site Reconnaissance
Our geotechnical engineers and geologists are experienced in providing site reconnaissance for a variety of projects, including capital improvement projects and emergency situations.

Independent Review of Geologic Hazard Areas
Our geologists and geotechnical engineers have extensive experience in detailed review of geologic/geotechnical hazard areas of sites with special considerations such as liquefaction, compressible and collapsible soils, landslides, expansive soils, fill/bedrock transitions, and deep fills. GMU engineers and geologists can perform detailed and comprehensive liquefaction, seismic settlement estimates, and both probabilistic and deterministic ground motion analyses. We utilize state-of-the-art techniques implementing the latest technology (i.e., cone penetration testing, seismic refraction, in-situ energy calibration for SPT testing, etc.). Probabilistic as well as deterministic based analyses can be performed. Our company is uniquely qualified in geotechnical studies and planning for hillside development. Our engineering geologists are very well trained in identifying landslides, assessing their impact on the development, and providing mitigating measures.

February 2, 2023 Page 11 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
We provide both geologic and geotechnical site reconnaissance services to assist in preparing site evaluations, geotechnical analysis, and recommendations for project grading and design.

Wall Design Review
Whether for a capital improvement project or a private project as part of a permit review, GMU can provide review of retaining wall design for all types of walls, including CMU block retaining walls, MSE walls, etc. GMU also has extensive experience in designing retaining walls, particularly those with a geo-structural element.

Personnel
A diverse and wide range of qualified professionals will be assigned to this contract, ranging from principal engineers to engineering technicians. AU services provided to the City of Garden Grove will be overseen by GMU's President/CEO, Mr. Gregory P. Silver, who is both a licensed Civil and Geotechnical Engineer with over 37 years of experience and extensive work with numerous cities throughout Southern California.

Gregory P. Silver, M.Sc .• PE. GE, has extensive experience since 1989 working for numerous Cities serving in the capacity as the City's Geotechnical Engineer. A sampling of these Cities includes Laguna Niguel, Chino Hills, Mission Viejo, Newport Beach, Dana Point, Malibu, Moorpark, Rancho Palos Verdes, Vista, Agoura Hills, Palos Verdes Estates, and Hidden Hills. Mr. Silver's experience with these municipalities includes review work, policy establishment, geotechnical design for City projects, management of inspection and testing for public works projects, landslide disaster response, coordination with FEMA and other state and federal agencies, and legal/forensic representation.

Roger Schlierkamp, M.Sc., PE, has over 13 years of diversified pavement engineering experience and is GMU's Director of Pavement Engineering. For this contract, Mr. Schlierkamp will provide pavement engineering services, including pavement evaluations, design, observation, testing, inspection, and mix design development. Mr. Schlierkamp has provided pavement engineering services for Caltrans, Orange County, Los Angeles County, numerous local municipalities, and more.

Please refer to Appendix A for complete resumes of key staff. In addition, Appendix B includes certifications for field and laboratory personnel.

February 2, 2023 Page 12 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
Staffing and Availability
GMU 's staffing for City of Garden Groves' projects will consist of a diverse team of professionals, ranging from Geotechnical and Pavement Engineers to Engineering Geologists. All services for the City will be provided by GMU employees who are registered professionals. These services will be overseen by Mr. Greg Silver, a licensed Civil and Geotechnical Engineer with over 37 years of experience and extensive work with numerous cities throughout Southern California.

Additional professional support will be provided by Mr. Roger Schlierkamp as noted below.

Both Mr. Silver and Mr. Schlierkamp possess extensive experience managing design services projects on a variety of small to large public works projects. They will manage GMU's crew of professional staff and lab technicians to deliver the geotechnical and pavement engineering services needed on each project. The staff organization chart below illustrates the staff that will be utilized for the City of Garden Grove and their availability. Resumes for GMU' s management team are provided in Appendix A. Note that additional qualified personnel are also available and additional resumes will be provided if needed.

STAFF ORGANIZATIONAL CHART
Project Executive / Primary Contact
GREG SILVER. M.Sc., PE, GE (24/37)*
President/CEO
Principal Engineer
Project Executive
Pavement Engineering
ROGER SCHLIERKAMP, M.Sc., PE (8/13)*
Pavement Engineering Director
Geotechnical Engineering / Geology
LISA BATES, PG, CEG, OSP/OSD (22/27)*
Associate Geologist
Project Manager Project Manager
*Years with GMU/Total years of experience are denoted in parenthesis February 2, 2023 Page 13 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
References and Project Profiles
Project profiles and associated references are provided below. Additional references are available upon request.

City of Huntington Beach
GMU is currently providing pavement evaluation
services for various arterial street segments
within the City of Huntington Beach, including
Hamilton A venue, Heil A venue, and Bolsa
Avenue. GMU's services include:
• Subsurface exploration (coring)
• Laboratory testing
• Deflection testing
• Analysis
• Development of cost-effective pavement
reconstruction recommendations (full­
depth reclamation with cement
treatment.

Summary of Project Information:
• Typical Project Budget: $86,292
• Contract Increase: None
• On-time: Yes
Reference:

Mr. Joe Fuentes
Senior Civil Engineer
714-374-1750 (o)
[email protected]
Photo 3: Coring performed on Hamilton Avenue,
City of Huntington Beach.

Address: 2000 Main Street, 1st Floor, Huntington Beach, CA 92648 February 2, 2023 Page 14 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
City of Mission Viejo
Since 2016, GMU has provided pavement observation and testing services for City of Mission Viejo's annual residential and annual arterial paving projects.

The City's residential roadway network is divided into multiple zones. The City rotates through the zones each year and performs either slurry sealing (using rubberized slurry seal such as RPMS) or a patch and AC overlay repair, depending on the condition of the roadway. For arterial streets, which are scheduled based on condition and funding factors, the City typically performs localized patch repairs and constructs a rubberized asphalt concrete overlay.

For residential and arterial pavement projects, GMU's scope of work typically includes the following:
• During the design phase, GMU will provide feedback on the project's specifications in order to incorporate lessons-learned and challenges faced from the previous year's project.
• Review pavement-related project submittals.
• Attend pre-construction meeting.
• During construction, GMU will coordinate with the City Inspector and schedule GMU's Engineering Teclmician to perform field and/or plant observations and tests of pavement, soils, slurry seal, base, and concrete materials. • At the completion of the project, GMU will prepare a Quality Assurance (QA) final report, summarizing our test results, observations, certifications, and more.

Summary of Project Information:
• Typical Project Budget: $30,000 to $60,000 each year
• Typical Construction Schedule: July to October of each year • Contract Increase: None
• On-time: Yes
February 2, 2023 Page 15 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
References:

Mr. Rich Schlesinger (PM for most residential paving projects) City Engineer
949-470-3079 (o)
RSchlesinger@cityo:fmissionviej o. org
Mr. Randy VanCott
City Inspector (on both residential and arterial paving projects typically) 714-742-7100 (c)
Address: 200 Civic Center Drive, Mission Viejo, CA 92691 Photo 4: GMU performing observation and testing for Mission Viejo's 2020 Residential Paving project.

February 2, 2023 Page 16 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
0 D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
City of Aliso Viejo
Since 2009, GMU has provided pavement evaluation and construction observation & testing services to the City of Aliso Viejo.

GMU's recent relevant projects include:

Citywide Pavement Evaluation Project (design): GMU is currently performing a limited pavement evaluation of the City's entire roadway network, including coring, laboratory testing, and development of conceptual pavement repair recommendations. The City is interested in identifying streets with and without an underlying aggregate base layer beneath the AC section and learning whether or not this impacts pavement performance. The conclusions, findings, and recommendations will help enhance pavement repair strategies for future public works projects for the City of Aliso Viejo.

Summary of Project Information:
• Project Budget: $49,000
• Schedule: 2021 (Phase 1) and 2022 (Phase 2), on-going • Contract Increase: None
• On-time: Yes
Pacific Park from Aliso Viejo Parkway to Aliso Creek Road: GMU provided pavement observation and testing services for this project, including compaction and lab testing of aggregate base beneath reconstructed crosswalk pavers and fiber-reinforced asphalt rubberized overlay (ARHM) material. GMU deployed field and plant technicians for this project and returned samples to our laboratory for various specification compliance tests.

Summary of Project Information:
• Project Budget: $16,000
• Schedule: November 2020 to December 2020
• Contract Increase: None
• On-time: Yes
Windsong, Cedarbrook, and Park Avenue Road (November -December 2020): GMU provided pavement observation and testing services for this project, including compaction and lab testing of fiber-reinforced asphalt concrete (AC) material. GMU deployed field and plant technicians for this project and returned samples to our laboratory for various specification compliance tests.

February 2, 2023 Page 17 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnica/ Services
Summary of Project Information:
• Project Budget: $11,000
• Schedule: November 2020 to December 2020
• Contract Increase: None
• On-time: Yes
References:

February 2, 2023
Mr. Quang Le
Associate Engineer
949-425-2531 ( o)
[email protected]
Mr. Shaun Pelletier
City Engineer
949-425-2533 ( o)
[email protected]
Address: 12 Journey, Suite 100, Aliso Viejo, CA 92656
Photo 5: Coring location C-19 on Enterprise in Aliso Viejo.

Pavement contains alligator cracking, depression, and potholes.

D
D
D
D
D
D
D
D
D
D
0 D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Seniices
City of Newport Beach
Bonita Canyon and Ford Road (design and construction): GMU perfonned a pavement evaluation of Ford Road and Bonita Canyon Drive between Jamboree Road and SR-73 in the City of Newport Beach. An evaluation was performed to assess the existing condition of the roadway and to develop pavement repair recommendations to improve its condition. Information such as the pavements' current surface condition, coring data, deflection testing data, and laboratory testing results were evaluated and analyzed to develop pavement repair recommendations to meet a 20-year design life. Pavement repair recommendations consisted of performing isolated AC repairs at areas containing medium-and high-severity alligator cracking and a mill-and­ overlay with asphalt rubberized hot mix (ARHM) material.

During construction, GMU deployed field and plant technicians for this project and returned samples to our laboratory for various specification compliance tests.

Summary of Project Information:
• Project Budget: $36,000 (design) and $42,000 (construction) • Schedule: March 2019 to August 2020
• Contract Increase: None
• On-time: Yes
Photo 6: Pavement deflection testing being performed at coring location C-2 within an area of medium-severity alligator cracking on Ford Road, Newport Beach.

February 2, 2023 Page 19 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
□
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
Cameo Highlands (construction): GMU deployed field and plant technicians for this project and returned samples to our laboratory for various specification compliance tests. This project faced challenges with unstable subgrade conditions, and GMU provided support to evaluate the unstable conditions and assisted the City in identifying areas of instability for remedial measures.

Summary of Project Information:
• Project Budget: $39,000 (construction)
• Schedule: April 2020 to November 2020
• Contract Increase: None
• On-time: Yes
References:

Mr. Andy Tran
Senior Civil Engineer
949-644-3315
[email protected]
100 Civic Center Drive, Newport Beach, CA 92660
Photo 7: Condition of the pavement within Cameo Highlands, Newport Beach, prior to improvement.

February 2, 2023 Page 20 of21 P-23015

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Mr. Mark Uphus, CITY OF GARDEN GROVE
Proposal for On-Call Geotechnical Services
Geotechnical City On-Call Contract References
City of Laguna Niguel
Contact: Mr. John Morgan, Community Development Services Manager 30111 Crown Valley Parkway
Laguna Niguel, CA 92677
[email protected]
949-362-4332
Project Description: Geotechnical review/plan check services, attendance at applicant and project team meetings, Planning Commission and Council meetings, teleconferences with City Staff on complex projects, emergency services for landslides and slope issues.

Key GMU Staff: Lisa Bates, Greg Silver
City of Chino Hills
Contact: Mr. Winston Ward, Assistant Community Development Director/Building Official 14000 City Center Drive
Chino Hills, CA 91709
[email protected]
909-364-2781
Project Description: Geotechnical review/plan check services, attendance at applicant and project team meetings, Planning Commission and Com1cil meetings, teleconferences with City Staff on complex projects, emergency services for slope issues.

Key GMU Staff: Lisa Bates, Greg Silver
City of Mission Viejo
Contact: Mr. Rich Schlesinger, City Engineer
200 Civic Center
Mission Viejo, CA 92691
rschlesinger@cityofmissi onviej o .org
949-470-3079
Project Description: Geotechnical services for Public Works projects, geotechnical review/plan check services, attendance at applicant and project team meetings, teleconferences with City Staff on complex projects, emergency response services.

Key GMU Staff: Lisa Bates, Greg Silver
Additional references are available upon request.

Proposed Fee Schedule
Our current fee schedule for each position classification required to provide the services described in the scope of work, and all reimbursable fees and expenses, are provided in Appendix C.

February 2, 2023 Page21 of21 P-23015

D
D
D
D
D
D
D
D Appendix A
D Key Staff Resumes
D
D
D
D
D
D
D
I

D '-IITILI
D
D

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
GREGORY SIL VER, M.SC., PE, GE
President/CEO

PROFESSION
Geotechnical Engineer
Civil Engineer

REGISTRATIONS
Registered Civil Engineer,
State of California
Registered Geotechnical Engineer,
State of California
Registered Civil Engineer, State of
Nevada
Registered Civil Engineer, State of
Utah

EDUCATION
M.S. Civil Engineering, California
State University, Long Beach
B.A. Geological Sciences,
University of California, Santa
Barbara, Goleta

PROFESSIONAL AFFILIATIONS
ASCE
ACEC
BIA
CalGeo, Past President
Greg. has over 36 years of progressively responsible
engineering and management experience in a wide variety of geotechnical engineering projects. He has worked
successfully for and with industrial, residential, and
commercial developers, master community planners, and
governmental agencies. He has extensive experience in
landslide evaluation and remediation design, geotechnical instrumentation, residential and commercial development, public works projects, municipality consultation,
mechanically stabilized earth walls, and forensic projects. In addition, he has served as an expert witness in regard to numerous geotechnical issues over the last 25 years. Over the period of 1988 to 1997, Greg was City Geotechnical
Engineer for numerous cities throughout Southern
California. He currently serves as President and Principal Engineer of GMU.

Selected types of projects representative ofMr. Silver's experience are listed below:
• Commercial Development Projects
• High-rise Structures
• Landslides
• Residential Development Projects/Master Planned
Communities
• Major Roadways
• Bridges
• Water Resource Projects
• Dewatering Projects
• Miscellaneous Public Works Projects
• Government/Civic Centers
• Sports Parks
• Mechanically Stabilized Earth (MSE) Walls
• Soil Nail Walls
• Geotechnical Instrumentation
• Tie-back Slope Reinforcement
• Pavement Engineering and Design
• City Geotechnical Engineer/Consultant
• Legal Consultation
• Special Studies
23241 Arroyo Vista, Rancho Santa Margarita, CA 926881 ph: 949.868.6513 I fax: 949.888.1380 I web: www.gmugeo.com

D
0 D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D

GEOTECHNICAL ENGINEERING
COMMERCIAL DEVELOPMENT PROJECTS:
20/40 Pacifica Office Towers -Irvine, CA, Lead Geotechnical Engineer -Two high-rise office buildings and one 5 story parking structure. Design involved foundation systems consisting of driven piles and geopiers.
520 Newport Center Drive Office Tower -Newport Beach, CA: Principal-in~charge -one 20- story high-rise office building and adjacent 6-story parking structure. Design involved mat and spread footing foundation design and analyses, shoring design, and permanent retaining wall design
650 Newport Center Drive Office Tower -Newport Beach, CA: Principal-in-charge -one 20- story high-rise office building and two adjacent multi-story parking structures with up to 2-story subterranean sections. Design included mat foundation design, spread footing design, shoring design, and permanent retaining wall design.
200 Spectrum Center Drive Office Tower -Irvine, CA-Principal-in-charge -21 story office building and one adjacent 6 story parking structures. Design included driven pile foundation design, spread footing design, shoring design, and permanent retaining wall design. 400 Spectrum Center Drive Office Tower-Irvine, CA -Principal-in-charge-one 21 story office building and one adjacent 6-story parking structures with up to 2-story subterranean sections.

Design included mat foundation design, spread footing design, shoring design, and permanent retaining wall design.

Irvine Spectrum Marriott Hotel -Irvine, CA -Irvine CA - Principal-in-charge -one 15 story hotel building with adjacent 2 story event center. Design included mat foundation design, spread footing design, and permanent retaining wall design.

Sand Canyon Business Park -Irvine, CA: Principal-in-charge/Lead Geotechnical Engineer - multi-story campus masonry block buildings on highly expansive soils with associated parking, walkways, etc. Geotechnical design included innovative partial mat/partial conventional slab to minimize expansive soil movements.

Discovery Business Center -Irvine, CA: Principal-in-charge/Lead Geotechnical Engineer - multi-story campus masonry block buildings on highly expansive soils with associated parking, walkways, etc. Geotechnical design included innovative partial mat/partial conventional slab to minimize expansive soil movements.

Capitol Group Office Campus -Irvine, CA: Lead Geotechnical Engineer -Large office campus on highly expansive soils. Project involved geopier and select soil replacement subgrade improvement strategies.

Gregory P. Silver 2

D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Spectrum 5, Spectrum 7, Spectrum 1 -Irvine, CA: Principal Geotechnical Engineering oversight of investigation design and construction.

Bridgepark Plaza. Mercantile East. Mercantile West, and Corporate Terrace -Ladera Ranch, CA: Principal Geotechnical Engineering oversight of investigation design and construction.

University Research Park Office Development -Irvine, CA: Principal Geotechnical Engineering oversight of investigation design and construction.

LANDSLIDES:

Poppy Trail Landslide -Palos Verdes, CA: Lead Engineer and Investigator. Detailed geotechnical engineering analyses of landslide that resulted in damage to an existing home and Poppy Trail Drive. Determined causation and led forensic team to a legal settlement. Developed stabilization plan that involved creating two lots where only had one had existed before to create an economically viable repair. Repair consisted of buttress grading, temporary stabilization measures, deep-seated and surficial geogrid stabilization and MSE walls. GMU performed the geotechnical engineering, civil engineering, structural engineering and construction management for the project..

Philemon Landslide -Dana Point, CA: lead engineer and Investigator. Detailed geotechnical engineering analyses of a deep seated geologically controlled landslide that resulted in the demolition of several homes. Evaluated and determined causation and developed innovative and award winning stabilization plan using high strength aggregate cement slurry. The stabilization approach is documented in a paper published by the ASCE Geo-Institute.

China Cove Slope Stabilization -Newport Beach, CA: Lead engineer and investigator.

Developed aesthetically pleasing soil nail Slope stabilization to mitigate years of surficial slumping and shallow slumping on slope face. Evaluated and determined geotechnical characteristics of the failures, developed the repair methodology and developed complete structural plans for bidding.

Palos Verdes Drive Roadway Stabilization -Palos Verdes, CA: Lead engineer and investigator.

Developed 50 year road stabilization plan to protect roadway from adjacent deep seated landslide movement. Performed geotechnical and structural engineering for the stabilization plan consisting a mut-tier tie-back wall.

Sunset Crossing Landslide -City of Diamond Bar, CA: Lead Engineer and Investigator.

Working with the Slope remediation contractor, the City and several private landowners.

Developed landslide repair for deep seated landslide where several other groups failed. Repair involved using tie-backs and multi-tied slot grading.

Brancato Landslide. Gill Properties, San Jose, CA: Lead Engineer. Provided detailed geotechnical engineering analysis of large, deep-seated landslide including shear strength determination, static and pseudo-static analyses, seismic deformation analyses, and development of geotechnical mitigation schemes.

Gregory P. Silver 3