Agenda packet, regular meeting — Buena Park City Council, January 9, 2024 (part 2 of 3)

CITY OF BUENA PARK
Department of Public Works

Amendment No. 1 to Agreement No. 23-01

PROJECT NAME: Professional Engineering Services for Orangethorpe Avenue Rehabilitation Project

SCOPE OF WORK: Provide design services for the rehabilitation of Orangethorpe Avenue

CONSULTANT: Willdan Engineering
2401 E. Katella Ave., Suite 300
Anaheim, CA 92806

This Amendment No. 1 to Agreement No. 2 3-01 is dated January 09, 2024 and is between the City of Buena Park, a California municipal corporation (“City”) and Willdan Engineering (“Consultant”).

RECITALS

Whereas, the City and Consultant entered into Agreement No. 23-01 dated January 24, 20 23 (“Agreement”), under which Consultant provided design services for the Orangethorpe Avenue Rehabilitation (“Project”).

Whereas, the City and the Consultant desire to further amend the Agreement to exercise the City’s option to modify the scope and compensation amount of the Agreement.

Now therefore, the parties agree as follows:

1. Section “2.0 – SCOPE OF SERVICES” of the Agreement is hereby amended to add a new paragraph that reads as follows:

“The CONSULTANT shall perform during the term of this Amendment No. 1 , those services set forth in the SCOPE OF WORK dated January 24, 2023, attached hereto as Exhibit “ A” (coll ectively, the “Services”), all to the CITY’s reasonable satisfaction. The CONSULTANT shall commence performance of the Services upon receipt of a written notice from the Designated Official authorizing the CONSULTANT to proceed, and only to the extent of such authorization. The CITY may, from time to time, request changes in the scope of services of the CONSULTANT to be performed under this Agreement. Such changes shall be in the form of a written amendment to this Agreement signed by both Parties and shall include any additional compensation agreed to by the Parties.”

2. Section “4.0 -- TERM” of the Agreement is hereby amended to add a new paragraph that reads as follows:

“The term of Amendment No. 1 shall commence on January 24, 2023, and shall remain in full force and effect until January 31, 2024, unless sooner terminated as provided in Section 10 of this Agreement.”

Page 2 of 2 ends

3. Section 5.0 – COMPENSATION” of the Agreement is hereby amended to add a new paragraph that reads as follows:

“Subject to the maximum compensation amount hereafter provided, the CITY shall compensate the CONSULTANT for the term of this Amendment No. 1 based on the hourly rates set forth in the CONSULTANT’S PROPOSAL , dated January 24, 2023, attached hereto as Exhibit “ A.” The maximum, “NOT -TO-EXCEED” compensation amount, including reimbursement for expenses, if any, that the CONSULTANT is entitled to receive pursuant to this Amendment No. 1 is $6,121. No claims or additional compensation shall be allowed unless authorized in advance by the CITY in writing. Any additional work or expenses authorized by the CITY shall be compensated at the rates set forth in Exhibit D , or, if not specified, at a rate agreed to by the Parties. The CITY shall make payment for additional services and expenses in accordance with Section 6.0 of this Agreement.”

4. All other terms and provisions of said Agreement shall remain in full force and effect.

CITY OF BUENA PARK Willdan Engineering
A California Municipal Corporation Name of Business

BY:

Aaron France, City Manager Vanessa Munoz, President/Director

ATTEST:

BY:

Adria M. Jimenez, City Clerk

APPROVE AS TO FORM:

BY:

Christopher Cardinale, City Attorney

City of Buena Park
City Council Regular Meeting Agenda Report

APPROVE BUDGET TRANSFERS FOR THE PEAK PARK AND BOISSERANCE PARK POOL IMPROVEMENTS, A

CONSTRUCTION CHANGE ORDER, AND AN AMENDMENT WITH PACIFIC CIVIL ENGINEERING Meeting
Tuesday, January 9, 2024, 5:00 PM
Agenda Group
CONSENT CALENDAR Item: 4F
Presented By
Hysun Lee, Assistant Engineer
Prepared By
Mina Mikhael, Director of Public Works/City Engineer
Approved By
Aaron France, City Manager

RECOMMENDED ACTION
1) Approve a budget transfer of $21,790 from the Park and Recreation Master Plan Project account to the Peak Park and Boisseranc Park Pool Improvements Project account; 2) Approve a budget amendment of $200,000 from the undesignated General Fund Reserves to the Peak Park and Boisseranc Park Pool Improvements Project account; 3) Approve Change Order No. 3 in an amount of $115,549.47; 4) Authorize the Purchasing Manager to add additional funds in the amount of $200,000 to the existing Purchase Order with MBC Enterprises, Inc.; 5) Approve Amendment No. 2 to the Professional Services Agreement with Pacific Advanced Civil Engineering in the amount of $21,790; 6) Authorize the City Manager and City Attorney to make any necessary, non-monetary changes to the amendment; and 7) Authorize the City Manager and City Clerk to execute the amendment.

PREVIOUS CITY COUNCIL ACTION
On February 14, 2023, the City Council approved an agreement with Pacific Advanced Civil Engineering in the amount of $86,920 for design services for the Peak Park and Boisseranc Park Pool Improvements. On June 7, 2023, the City Manager approved Amendment No. 1 in the amount of $45,790. This amount was funded by Project Account No. 32-9806-290163, which utilized a combination of General Fund and ARPA Grant funds.

Subsequently, on August 21, 2023, the City Council authorized the Public Works Department to execute an agreement with MBC Enterprises in the amount of $2,207,748.79 for the construction of the Peak Park and Boisseranc Park Pool Improvements Project. Associated cost for the construction of this project in the amount of $2,099,648.79 (Construction Contingency of 4.7% or $100,000 and Administration of the Community Workforce Agreement (CWA) of $8,100) was allocated to the project account (No. 32-9806-290163) from the General Fund. On September 12, 2023, the City Council approved Change Order No. 1 in the amount of $120,000, to increase the total value of the contract awarded to MBC Enterprises and authorized a budget transfer from the undesignated General Fund Reserve.

DISCUSSION
Attachments
MBC Enterprises Change Order Proposal No 3.pdf
Pacific Advanced Civil Engineering Executed.pdf
Pacific Advance Civil Engineering Amendment No. 1 Executed.pdf Pacific Advanced Civil Engineering Amendment No. 2.pdf
During the current construction phase of this project, several unexpected obstacles related to the site condition were encountered. On December 13, 2023, Change Order No. 2 was received and approved in the amount of $50,679.93. This change order included removal and re-installation of the permanent fence, installation of the low curb planter/stem wall under the fence on the east side of Peak Park and Boisseranc Park, and removal and re-installation of conflicting waterlines to a deeper depth.

On December 19, 2023, MBC Enterprises provided Change Order No. 3 (Att. 1) for an amount of $115,549.47 to include the removal and application of the pool plaster beyond what the design plan called for. There were no as-builts for the existing pool; therefore, an assumption was made based on typical standards in the industry regarding the existing plaster thickness. As demolition was underway, the thickness of the plaster varied across the pool shell requiring additional demolition and plaster material. This Change Order allowed the design team to observe the concrete pool shell and mitigate any cracks or leaks prior to applying the new plaster material.

All of these Change Orders incurred additional design services from the project designer, Pacific Advanced Civil Engineering.

These services require an increase in the contract by a not-to-exceed amount of $20,340. However, staff recommends adding a total of $21,790 as an additional buffer. This change would increase the previous contract amount from $132,710 to $154,500.

For the project to move forward without further delays, budget transfers of $21,790 from the Park and Recreation Master Plan Project account and $200,000 from the undesignated General Fund Reserve will be required to implement the discovered and future anticipated design changes. This transfer would increase the original project contingency amount of $100,000 to $300,000.

BUDGET IMPACT
An amount of $21,790 will be transferred from the Park and Recreation Master Plan Project account (32-9806-290162) to the Peak Park and Boisseranc Park Pool Improvements Project account (32-9806-290163).

An amount of $200,000 will be transferred from the undesignated General Fund reserve to the Peak Park and Boisseranc Park Pool Improvements Project account (32-9806-290163).

DATE:

REFERENCE: RFI 26
PROJECT: Peak Park & Boisseranc Park Pool Renovation
PROJECT NO.: 0147
TO: City of Buena Park
FROM:

ESTIMATOR:

Description of Work:

Subtier/Subcontractor's Cost (Material, Labor, Equipment; Includes Subtier / Subcontractor's Overhead & Profit ) 91,046.00$
-$
Subtotal A 91,046.00$
General Contactor's Cost (Material, Labor, Equipment)
-$
-$
15,268.80$
Subtotal B 15,268.80$
1,040.00$
Subtotal C 1,040.00$
General Contractor's Overhead and Profit
Overhead & Profit 5% of Subtotal A 4,552.30$
Overhead & Profit 15% of Subtotals B 2,290.32$
Overhead & Profit 20% of Subtotals C 208.00$ Subtotal D 7,050.62$ Bond 1.00 % of Subtotals A+B+C+D Subtotal E 1,144.05$
Grand Total (A+B+C+D+E) Total 115,549.47$
X The proposed change would increase the Final Completion Date by working days.

The proposed change does NOT affect the Final Completion Date required by the Contract.

X
Note:

The undersigned Contractor approves the foregoing as to the changes, if any, to the Contract Price specified for each item, and as to the extension of time allowed, if any, for completion of the entire Work as stated herein, and agrees to furnish all labor, materials, and service, and perform all work necessary to complete any additional work specified for the consideration stated herein. Submission of sums which have no basis in fact or which Contractor knows are false are at the sole risk of Contractor and may be a violation of the False Claims Act set forth under Government Code section 12650 et seq. It is understood that the changes herein to the Contract shall only be effective when approved by the governing board of the District.

It is expressly understood that the value of the extra Work or changes expressly includes any and all of the Contractor's costs and expenses, direct and indirect, resulting from additional time required on the Project or resulting from delay to the Project. Contractor is not entitled to separately recover amounts for overhead or other indirect costs. Any costs, expenses, damages, or time extensions not included are deemed waived. “MBC Enterprises Inc. is preserving any and all rights as to the recovery of damages pursuing to and under section 7102 of the public contract code.”
12 Other Items and Expenditures
Additive change order proposal to furnish material, labor, and equipment to remove the existing plaster at Peak Park to the concrete shell surface as per the response to RFI #26 (attached). The existing plaster has been demo’d 1/2" per the drawings leaving areas in the pool with thickened plaster surface still in place which was unforeseen at bid time which will affect the warranty of the new plaster system. This proposal includes full demo of the interior pool to the concrete surface and additional plaster material (up to 1/2" thickness) on top of the 1/2" thickness per the plans.

Labor
This change order proposal excludes the following: a) Permits, fees, inspections, plans, shop drawings, surveying, site fencing, swpps, barricades, traffic control, flagging, erosion control and dust control b) Overtime, inspections c) Liquidated damages of any kind d) Shoring work of any kind e) Removal or relocation of existing subterranean rock f) Removal of excess spoils offsite g) Removal of hazardous materials or existing soil contamination, or remediation thereof h) Removal, relocation or replacement of any existing utility, power line, structures, sidewalks, curbs, gutters and/or landscaping either above or below ground which may interfere with the installation of our work, whether or not depicted on any contract documents i) Water, power, trash dumpster and sanitation j) Any additional items or services not explicitly delineated within “Pricing Includes” above, and/or any item beyond the “limits of the commercial pool”, as specified k) Any plan check or permit fees issued by the City and paid by MBC Enterprises for plan revisions will be reimbursed by the client l) Unforeseen conditions, warranty of existing conditions, anything not specifically mentioned in this change order proposal.

Peak Park & Boisseranc Park Pool Renovation

CHANGE ORDER PROPOSAL
December 19, 2023
005
This Change Order Proposal is effective for 15 calendar days.

Material (including taxes 9.25%)
Equipment
Rudy Sultan
The following is an itemized quotation regarding proposed modification to the contract documents California Waters
MBC Enterprises Inc.

DATE: PROJECT NO.:

PROJECT: COP NO: REF:

COMPANY ESTIMATOR:

ESTIMATED COST:

Quantity Unit Price Total Days hours/day cost/hour Total Daily Rate Days Total

SUBCONTRACTOR'S COST
Subcontractor 91,046.00
California Waters 91,046.00
Sub-Tier
SUBCONTRACTORS TOTALS 91,046.00

CONTRACTOR'S COST
Material:

Labor: 1,040.00 1,040.00
Project Engineer 16 65.00 1,040.00
Equipment:

Other Items and Expenditures 15,268.80
Extended Overhead Cost 12 1,272.40 15,268.80
Taxes on Material (9.25%):
208.00
2,290.32
4,552.30
1,144.05
Construction Duration: 12 WORKING DAYS
115,549.47
Schedule:

TOTAL
0147
OH&P Labor Equipment
Overhead & Profit of Contractor's Labor (20% O.H.&P.)
Peak Park & Boisseranc Park Pool Renovation
Item
No. Description Lump Sum
December 19, 2023
MBC Enterprises Inc.

Material TOTAL
Overhead & Profit of Contractor's Equipment (15% O.H.&P.) Overhead & Profit of Subcontractor's Cost (5% O.H.&P.) Bond (1 % O.H.&P.)
Overhead & Profit of Other Items and Expenditures (15% O.H.&P.) 005 RFI 26
115,549.47$
Subtotal
Overhead & Profit of Contractor's Material (15% O.H.&P.) Page: 2 of 2
Site Overhead
per Month
Container 250.00$
Fuel 800.00$
Superintendent 9,546.00$
Total 10,596.00$
Office Overhead
Office Rent 4,153.00$
Office Utilities 808.00$
Workers Comp Insurance 457.00$
Office Employee Salaries 24,286.00$
Total Office Overhead 29,704.00$
Two Concurrent Projects 14,852.00$
Site Overhead + Office Overhead 25,448.00$ per Month $ 25,448.00/20 Working Days 1,272.40$ per Working day

23311 E. La Palma Ave. | Yorba Linda, CA 92887 | 949.528.0900 | californiawaters.com | CA Lic#958960

CHANGE ORDER REQUEST (COR)

DESCRIPTION OF WORK:

At Peak Park pool response to MBCE RFI 026 Evan Chen has requested completely removing the existing plaster to the concrete surface. Current onsite conditions removed ½” of plaster leaving areas in the pool with thickened plaster surface still in place.

Pricing includes full demo of the interior pool to the concrete surface and add’l material required.

THIS CHANGE ORDER TOTAL: $91,046

TIME EXTENSION: CONTRACT TIME WILL BE INCREASED BY THIS CHANGE ORDER 12 DAY(S).

THIS CHANGE ORDER REQUEST EXCLUDES THE FOLLOWING:
a) Permits, fees, inspections, plans, shop drawings, surveying, site fencing, swpps, barricades, traffic control, flagging, erosion control and dust control. b) Bid, performance, labor, material, completion or other types of bonds, including cost(s) to obtain such bonds. c) Liquidated damages of any kind.
d) Shoring work of any kind.
e) Removal or relocation of existing subterranean rock. f) Removal of excess spoils offsite.
g) Removal of hazardous materials or existing soil contamination, or remediation thereof. h) Removal, relocation or replacement of any existing utility, power line, structures, sidewalks, curbs, gutters and/or landscaping either above or below ground which may interfere with the installation of our work, whether or not depicted on any contract documents. i) Water, power, trash dumpster and sanitation.
j) Any additional items or services not explicitly delineated within “Pricing Includes” above, and/or any item beyond the “limits of the commercial pool”, as specified.
k) Any plan check or permit fees issued by the City and paid by California Waters for plan revisions will be reimbursed by the client.

WE WILL NOT PROCEED WITH THE ABOVE CHANGE ORDER REQUEST UNTIL DIRECTED IN WRITING TO DO SO.

VANESSA BERNAL
Project Manager | California Waters
o 949.528.0900 x 130 | C 714.421.6010
[email protected]
2311 E. La Palma Ave. | Yorba Linda, CA 92887
we bring water to life | californiawaters.com

TO: Joseph Kim DATE: 12/12/2023
COMPANY: MBC Enterprises, Inc. COR #: 001
EMAIL: [email protected] CAW PROJECT #: 23070
PHONE #: (714) 707-9002 PROJECT NAME: Peak Park & Boisseranc Park Pool Improvements Project

CHANGE ORDER WORKSHEET
COMPANY: DATE: 12/14/2023
MBC Enterprises, Inc. COR #: 001
16601 Gothard Street, Suite #G CAW PROJECT #: 23070
Huntington Beach, CA 92647 PROJECT NAME:

SUBCONTRACTOR
Subcontractor Net Price Total
-$ - $
-$ - $
-$ - $

SUBCONTRACTOR SUMMARY
SUBCONTRACTOR SUB-TOTAL -$

MATERIAL
Material Description Qt y Net Price Total
Cimsa White Cement Plaster - Up to 1/2" additional
thickness (material only) 1 18,666.00$ 18,666.00 $ -$ - $
-$ - $
-$ - $

MATERIAL SUMMARY
MATERIAL SUB-TOTAL 18,666.00$
SALES TAX Tax 7.75% 1,446.62$

EQUIPMENT RENTAL
Equipment Rental Description Qt y Days Rate Misc. / Fuel Total Demo Equipment Rental - Air Compressor 2 2 1,770.00 $ 800.00 $ 7,880.00$ Rivet Buster 7 2 171.00 $ - $ 2,394.00$ EDCO Low Boy 1 2 1,650.00 $ - $ 3,300.00$ -$ - $ - $
-$ - $ - $

EQUIPMENT RENTAL SUMMARY
EQUIPMENT RENTAL SUB-TOTAL 13,574.00$
LABOR
Labor Classification Qt y Labor Hours Labor Rate Other Total Labor Price Laborer (Group 3) 1 464 97.29 $ - $ 45,140.70$ Cement Mason 99.89 $ - $ - $
Inside Wireman 112.62 $ - $ - $
Plasterer 100.03$ - $ - $
Industrial Pipefitter 119.27$ - $ - $ Landscape Irrigation Pipefitter 94.36 $ - $ - $ Tile Finisher 68.43$ - $ - $
Tile Layer 95.24$ - $ - $

LABOR SUMMARY
LABOR SUB-TOTAL 45,140.70$

PCO PRICING SUMMARY
SUBCONTRACTOR TOTAL -$
SUBCONTRACTOR MARKUP 0.00% - $
MATERIAL TOTAL 20,112.62$
MATERIAL MARKUP 10.00% 2 ,011.26$
EQUIPMENT RENTAL TOTAL 13,574.00$
EQUIPMENT RENTAL MARKUP 10.00% 1 ,357.40$
LABOR TOTAL 45,140.70$
LABOR MARKUP 10.00% 4 ,514.07$
SUB-TOTAL(1) 86,710.05$
OVERHEAD & PROFIT 5.00% 4 ,335.50$
CHANGE ORDER GRAND TOTAL 91,046$
NOTES:

Version 1.2
This is on top of the 1/2"
Peak Park & Boisseranc Park Pool
Improvements Project
Notes
Scope of Services Performed
California Waters | 23311 E. La Palma Avenue, Yorba Linda, CA 92887 | Office: (949) 528-0900 | Fax: (949) 528-0910 | www.californiawaters.com Project Name: RFI Number:

Contract No.: Date:

Subject:

Issued To:
(Construction Manager)
Drawing Number Detail Specification Section Due Date
Request:

Request Issued by:

Joseph Kim 11/30/23
Contractor's Signature Name (Printed) Date
Response:

Response Issued by:

Signature Name (Printed) Date
026
Hysun Lee
Peak Park and Boisseranc Park Pool Improvements
11/30/2023Project NO. 265, Bid No. 2024-01
Referring to the Response of RFI #14
12/5/2023
Joseph Kim
Referring to the response to RFI #14, MBC’s plastering subcontractor reviewed the site conditions and stated that without removing the existing plaster to the pool shell that they could not warranty the installation of the new plaster. There are also concerns that without removing the plaster to the pool shell, it is not possible to see if there are any cracks in the pool shell that need to be repaired before plastering. Please advise how to proceed. Please note this RFI may incur an additional cost and time to the contract.

REQUEST FOR INFORMATION (RFI)
As previously discussed, if the plastering subcontractor cannot warranty the installation of the new plaster without completely removing the existing plaster, then all of the plaster will need to be removed.

Evan Chen
Evan Chen
12/01/23
Project Name: RFI Number:

Contract No.: Date:

Subject:

Issued To:
(Construction Manager)
Drawing Number Detail Specification Section Due Date
Request:

Request Issued by:

Joseph Kim 11/17/23
Contractor's Signature Name (Printed) Date
Response:

Response Issued by:

Signature Name (Printed) Date
11/22/2023
Joseph Kim
Per our meeting with the City and Engineer today, please advise what the existing plaster material is and if the new plaster can be applied and bonded to the roughened surface of the existing plaster (see attached photos) as reviewed in the field today.
014
Hysun Lee
Peak Park and Boisseranc Park Pool Improvements
11/17/2023Project NO. 265, Bid No. 2024-01
Existing Plaster Material

REQUEST FOR INFORMATION (RFI)
There is no record of the existing plaster material. Although it is acceptable to PACE to not demolish the plaster all the way to the pool shell, it shall need to be confirmed with the pool/plaster contractor that they can warranty the bonding of the new and old plaster.

It is recommended by PACE to roughen the existing plaster as much as possible, and to apply a bond coat (i.e. SGM Bond Kote or approved equal) between the old and new plaster. It shall need to be confirmed with the pool/plaster contractor that this would be warrantied as well.

Although it is acceptable to not demo the plaster all the way to the pool shell, it is important to determine the location of the previous pool lights that were patched up. It is recommended to use the existing light locations for the new underwater lights, as these locations should have a thickened wall to receive the lights.

Evan Chen
11/20/23
Evan Chen

Buena Park Municipal and Boisseranc Park Pools Section 13 11 19 Buena Park, California Pool Plaster Renovation

POOL PLASTER RENOVATION
13 11 19 - 3

2. Do not proceed with installation in areas of the discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Agency and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive the Work.

3.05 INSTALLATION OF SWIMMING POOL PLASTER CEMENT

A. Completion of Other Work: Do not commence plastering of swimming pool until all concrete deck areas, landscaping and other construction adjacent to the swimming pool are complete and all construction equipment used for those portions of the work have been moved from the immediate area.

B. Preparation

1. Do not apply plaster over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to the formation of a durable plaster finish.

2. Consult with manufacturer on application to specific surfaces being treated. Follow manufacturer's recommendation for curing of concrete/gunite surfaces before application of plaster.

3. Protect decking, deck equipment, gratings, fittings, and other items by suitable covering or masking.

4. Mask or remove all hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place not to receive pool plaster. Following completion of plaster for each space or area remove the masking. Re-install all removed items utilizing workers skilled in the trades involved.

5. Pool shell cracks shall be filled per Section 13 11 20 – Epoxy Injection.

C. Application

1. Plaster Thickness: Plaster Thickness shall be ½-inch thick (minimum).

2. Float the plaster to a uniform plane and trowel to a smooth, dense, impervious surface using extreme care to avoid stains.

3. Take special care in finishing around pool fittings, making sure to mask off or plug openings so as not to fill such openings with excess plaster. Be certain to completely enclose pool fittings with plaster to ensure a leak-proof seal around pipes, fittings, lights, anchors, etc.

4. Accurately interface with the finish planes of items installed by other trades.

3.06 CURING

A. Preparation: Anticipate the need for a required equipment and have all such equipment immediately available for use upon completion of swimming pool plastering.

B. Swimming Pool Filling

PAGE 1 OF 13

PROFESSIONAL SERVICES AGREEMENT
NO. 23-04

DATE: 02/14/2023

PROJECT: Peak Park and Boisseranc Park Pool Improvements Project

PARTIES TO THE AGREEMENT:
“CITY” The CITY OF BUENA PARK, a California municipal corpora tion

Designated Official: Name: Mina Mikhael
Title: Director of Public Works/City Engineer
Telephone: (714) 562-3672

Mailing Address: 6650 Beach Boulevard
P.O. Box 5009
Buena Park, CA 90622-5009

THE CONSULTANT Pacific Advanced Civil Engineering, Inc.

Name of Business

Representative: Name: Zirang Song, MS, PE
T i t l e : Vice President
Telephone: (714) 514-8824
Address:

Mailing Address: 17250 Newhope Street, Suite 200
Fountain Valley, CA 92708

TERM OF SERVICE:

Commencement Date: 02/14/2023
Completion Date: 03/31/2024
CONTRACT AMOUNT: $86,920

APPROVED BY: ( ) City Council ( X ) City Manager ( ) Director of Public Works

THIS AGREEMENT MUST BE FIRST EXECUTED BY THE CONSULTANT OR ITS

REPRESENTATIVE AND APPROVED AS TO FORM BY THE CITY ATTORNEY BEFORE THE AGREEMENT MAY BE EXECUTED ON BEHALF OF THE CITY OF BUENA PARK.

PAGE 2 OF 13

This Professional Services Agreement (“Agreement”) is dated February 14, 2023, and is between Pacific Advanced Civil Engineering, Inc. , a California corporation, (the "CONSULTANT") and the CITY OF BUENA PARK, a California municipa l corporation (the "CITY"). The CONSULTANT and the CITY are sometimes referred to herein collectively as the “Parties” and singularly as “Party”.

R E C I T A L S
A. The CITY desires to enter into this Agreement with CONSULT ANT as an independent contractor to perform the following services: Professional Design Engineering Services for the Peak Park and Boisseranc Park Pool Improvments Project (collectively, the “Project”).

B. The CONSULTANT is fully qualified to perform the tasks neces sary for this Project by virtue of its experience and the training, education and exp ertise of its principals and employees.

The Parties therefore agree as follows:

1.0 EMPLOYMENT OF CONSULTANT. The CITY shall engage the CONSULTANT and the CONSULTANT shall perform the services required under this Agreement.

2.0 SCOPE OF SERVICES. The CONSULTANT shall perform during the term of this Agreement, those services set forth in the REQUEST FOR PROPOSAL attached hereto as Exhibit "A" (collectively, the “Services”), all to CITY’s reasonable satisfaction. The CONSULTANT shall commence performance of the Services upon receipt of a written notice from the Designated Official authorizing the CONSULTANT to proceed, and only to the extent of such authorization.

The CITY may, from time to time, request changes in the scope of services of the CONSULTANT to be performed under this Agreement. Such changes shall be in the form of a written amendment to this Agreement signed by both Parties and shall include any additional compensation agreed to by the Parties.

3.0 TIME OF PERFORMANCE. The CONSULTANT shall commence performance of the Services immediately upon receipt of a written notice from the Designated Official and shall perform the Services in a timely, diligent manner in accordance with the Schedule of Performance included in Exhibit A.

4.0 TERM. The term of this Agreement shall commence on February 14, 2023, and shall remain in full force and effect until March 31, 2024, unless sooner terminated as provided in Section 10 of this Agreement.

5.0 COMPENSATION. [IF COMPENSATION IS BASED ON AN HOURLY RATE, USE THE FOLLOWING LANGUAGE: As full and complete compensation for CONSULTANT’s services provided under this Agreement, CITY shall pay CONSULTA NT the total “NOT-TO- EXCEED” amount of $86,920, as set forth in the CONSULTANT’s PROPOSAL, attached hereto as Exhibit “A.” No claims for additional compensation shall be allowed unless authorized in advance by the CITY in writing. Any additional work or expenses authorized by the CITY shall be compensated at the rates set forth in Exhibit A, or, if not spe cified, at a rate agreed to by the Parties. The CITY shall make payment for additional services and expenses in accordance with Section 6.0 of this Agreement.

PAGE 3 OF 13

6.0 PAYMENT. Each month, the CONSULTANT shall submit invoices to the CITY for the services performed and any authorized reimbursable expenses incurred. The invoices shall describe in detail the services rendered during each day of the period, and shall show the days worked, personnel performing the services, number of hours work ed, the hourly rates charged, milestone achievements, and, if applicable, reimbursable expenses incurred. The CONSULTANT shall remit the invoices to the address for the CITY specified on page one of this Agreement. The CITY shall review all invoices and notify the CONSULTANT in wri ting within ten (10) business days of any disputed amounts. The CITY shall pay all undispute d portions of the invoice within thirty (30) calendar days after receipt, up to the maximum comp ensation amount set forth in Section 5.0 of this Agreement. The CITY shall not withhold federal or state payroll or other taxes, or make deductions, from payments made to the CONSULTANT.

7.0 STANDARD OF SKILL. The CONSULTANT warrants that it possesses the professional expertise necessary to perform the Services. The C ITY relies upon the skill of the CONSULTANT, and the CONSULTANT's staff, if any, to do and perform the Services in a skillful, competent, and professional manner, and the CONSULTANT and CONS ULTANT’s staff, shall perform the Services in such manner. The CONSULTANT shall, at all times, meet or exceed any and all applicable professional standards of care. The acceptance of the CONSULTANT's work by the CITY shall not operate as a release of the CONSULTANT from such standard of care and workmanship.

8.0 INDEPENDENT CONTRACTOR. The CONSULTANT is retained by the CITY only to the extent set forth in this Agreement, and the CONSULT ANT's relationship to the CITY is that of an independent contractor. The CONSULTANT shall be free to dispose of all portions of the CONSULTANT's time and activities that the CONSULTANT is not obligated to devote to the CITY in such a manner, and to such persons, firms or corpor ations, as the CONSULTANT sees fit except as expressly provided in this Agreement. Neithe r the CITY nor any of its agents shall have control over the conduct of the CONSULTANT or any of the CONSULTANT's employees, except as set forth in this Agreement. The CONSULTANT shall not have the status of an employee under this Agreement, or be entitled to participate in any insurance, medical care, vacation, sick leave or other benefits provided for the CITY's officers or employees. The CONSULTANT shall have no power to incur any debt, obligation or liability on behalf of the CITY or otherwise act on behalf of the CITY as an agent. The CONSULTANT shall not, at any time, or in any manner, represent that it or any of its agents or employ ees are in any manner agents or employees of the CITY. The CONSULTANT shall pay all required taxes on amounts paid to the CONSULTANT under this Agreement, and indemnify and hold the CIT Y harmless from any and all taxes, assessments, penalties and interest asserted against the CITY by reason of the independent contractor relationship created by this Agreement. The CONSULTANT shall fully comply with applicable workers’ compensation laws regarding the CONSULTANT and the CONSULTANT’s employees. The CONSULTANT shall indemnify and hol d the CITY harmless from any failure of the CONSULTANT to comply with applicable wo rkers’ compensation laws.

The CITY may offset against the amount of any compensation due to the CONSULTANT under this Agreement any amount due to the CITY from the CONSULTANT a s a result of the CONSULTANT’s failure to promptly pay to the CITY any reimbursement or indemnification arising under this Section 8.0.

9.0 INDEMNIFICATION. The CONSULTANT and the CITY agree that the CITY, its employees, agents and officials should, to the fullest extent p ermitted by law, be fully protected from any loss, injury, damage, claim, liability, lawsuit, cost, expense, attorneys fees, litigation costs, defense costs, court costs or any other cost arising out of or in any way related to the performance of this Agreement. Accordingly, the provisions of this indemnity provision are

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intended by the Parties to be interpreted and construed to prov ide the fullest protection possible under the law to the CITY and the Indemnitees. The CONSULTANT acknowledges that the CITY would not have entered into this Agreement in the absence of th e commitment of the CONSULTANT to indemnify and protect the CITY and the Indemnitee s, as set forth in this Agreement.

9.1 Indemnity for COVID-19: As between the CONSULTANT and the CITY, the CONSULTANT expressly assumes any and all risks associ ated with providing these contract services in context of the COVID-19 pandemic, and the CONSULTANT’S indemnification obligations hereunder expressly include any and all claims loss , injury, damage, claim, liability, lawsuit, cost, expense, attorneys’ fees, litigation costs, defe nse costs, court costs or any other cost arising out of or in any way related to COVID-19 or any va riants and the CONSULTANT’S services under this Agreement.

9.2 Indemnity for Design Professional Services. To the fullest extent permitted by law, the CONSULTANT shall, at its sole cost and expense, ind emnify and hold harmless the CITY, its elected officials, officers, attorneys, agents, emplo yees, designated volunteers, successors, assigns and those CITY agents serving as independen t contractors in the role of CITY officials (collectively “Indemnitees” in this Section 9.0) , from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, judgments, penalties, liens, and losses of any nature whatsoeve r, including fees of accountants and other professionals, and all costs associated therewith, and reimbursement of attorneys’ fees and costs of defense (collectively “Claims”), whether actual, a lleged or threatened, which arise out of, pertain to, or relate to, in whole or in part, the negligence, recklessness or willful misconduct of the CONSULTANT, or its officers, agents, servants, employees, subcontractors, contractors or their officers, agents, servants or employees (or any entity or individual that the CONSULTANT shall bear the legal liability thereof) in the performance of design professional services under this Agreement by a “design professional,” as the term is defined un der California Civil Code § 2782.8(c)(2). Not withstanding the foregoing, this indemnity clause shall apply solely to the extent any such liabilities, claims, damages, losses, costs, expenses, injuries, causes of action, or judgments are caused by the negligent acts, errors or omissions of CONSULTANT, its agents or employees, or anyone for whom the CONSULTANT is legally liable, arising out of the performance of this Agreement”.

9.3 Indemnity. To the fullest extent permitted by law, the CONSULTANT shall, at its sole cost and expense, protect, defend, hold harmless an d indemnify the CITY, its elected officials, officers, attorneys, agents, employees, designated volunteers, successors, assigns and those CITY agents serving as independent contractors in the rol e of CITY officials (collectively “Indemnitees” in this Section 9.0) from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, judgments, penalties, liens and losses of any nature whatsoever, including fees of accountants, attorneys and other professionals, and all costs associated therewith, and the payment of all conseque ntial damages (collectively “Claims”), in law or equity, whether actual, alleged or threatened, which arise out of, pertain to, or relate to the acts or omissions, or willful misconduct, of the CONSULTANT, or its officers, agents, servants, employees, subcontractors, materialmen, suppliers, or contractors, or their officers, agents, servants or employees (or any entity or individual that the CONSULTANT shall bear the legal liability thereof) in the performance of this Agreement, including the Indemnitees’ active or passive negligence, except for Claims arising from the sole neg ligence or willful misconduct of Indemnitees, as determined by final arbitration or court decisi on or by the agreement of the Parties. Not withstanding the foregoing, this indemnity clause shall apply solely to the extent any such liabilities, claims, damages, losses, costs, expenses, injuries, causes of action, or judgments

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are caused by the negligent acts, errors or omissions of CONSULTANT, its agents or employees, or anyone for whom the CONSULTANT is legally liable, arising ou t of the performance of this Agreement”.

9.4 Other Indemnities. Other than in the performance of professional services, and to the fullest extent permitted by law, CONSULTANT shall, at its sole cost and expense, to protect, defend, hold harmless and indemnify the Indemnitees from and ag ainst any and all damages, costs, expenses, liabilities, claims, demands, causes of action , proceedings, judgments, penalties, liens and losses of any nature whatsoever, including fees of accountants, attorneys and other professionals, and all costs associated therewith, and the payment of all consequential damages (collectively “Damages”), in law or equity, whether actual, alleged or threatened, which arise out of, pertain to, or relate to the acts or omissions of CONSULTANT, its officers, agents, servants, employees, subcontractors, materialmen, suppliers, or contractors, or their officers, agents, servants or employees (or any entity or individual that CONSULTANT shall bear the legal liability thereof) in the performance of this Agreement, including the Indemnitees’ active or passive negligence, except for Damages arising from the sole negligence or willful misconduct of the Indemnitees, as determined by final arbitration or court decisi on or by the agreement of the Parties. CONSULTANT shall defend the Indemnitees in any action or actions filed in connection with any Damages with counsel of the Indemnitees’ choice, and shall pay all costs and expenses, including all attorneys’ fees and experts’ costs actually incurred in connection with such defense.

CONSULTANT shall reimburse the Indemnitees for any and all legal expenses and costs incurred by the Indemnitees in connection therewith.

9.5 The obligations of the CONSULTANT under this or any other provi sion of this Agreement shall not be limited by the provisions of any workers’ compensation act or similar act.

The CONSULTANT expressly waives any statutory immunity under su ch statutes or laws as to the Indemnitees. The CONSULTANT’s indemnity obligation set forth in this Section 9.0 shall not be limited by the limits of any policies of insurance required or provided by the CONSULTANT pursuant to this Agreement.

9.6 The CONSULTANT’s covenant under this Section 9.0 shall survive the expiration or termination of this Agreement.

10.0 TERMINATION OF AGREEMENT. The CITY may terminate this Agreement at any time during the term of the Agreement by giving the CONSULT ANT not less than thirty (30) calendar days’ prior written notice. The CONSULTANT may only t erminate this Agreement for cause, and by giving the CITY prior notice in writing with a re asonable opportunity to cure any purported default. If the Agreement is terminated by the CITY, and provided CONSULTANT is not then in breach, the CONSULTANT shall be paid for services satisfactorily rendered to the last working day the Agreement is in effect, and the CONSULTANT shall have no other claim against the CITY by reason of such termination. This Agreement may be extended beyond the term only by the written agreement of both Parties prior to the expiration of the term of the Agreement.

11.0 SAFETY REQUIREMENTS. All work performed under this Agreement shall be performed in such a manner as to provide safety to the public a nd to meet or exceed the safety standards outlined by CAL OSHA. The CITY may issue restraint or cease and desist orders to the CONSULTANT when unsafe or harmful acts are observed or repo rted relative to the performance of the Services. The CONSULTANT shall maintain the work sites free of hazards to persons and property resulting from its operations. The CONSULT ANT shall immediately report to the CITY any hazardous condition noted by the CONSULTANT.

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12.0 MANDATORY INSURANCE. The CONSULTANT shall maintain the following insurance coverage throughout the term of this Agreement, and, upon the CITY’s request, the CONSULTANT shall provide the CITY with evidence of such coverage, which may include visual inspection of all policies, copies of declarations page, endors ements signed by an authorized representative of the underwriting company, or certificates of insurance. Insurance coverage shall be provided in the forms and coverage amounts set forth in this Section 12.0.

12.1 Minimum Scope of Insurance. The CONSULTANT shall maintain policies with coverage at least as broad as:
(a) Insurance Services Office Commercial General Liability insu rance (occurrence Form Number CG 00 01).
(b) Automobile Liability insurance with coverage at least as br oad as Insurance Services Office Form Number CA 0001 covering “Any Auto” (Symbol 1). (c) Workers Compensation insurance as required by the State of California, and Employer's Liability insurance.
(d) Professional Liability Insurance.

12.2 Minimum Limits of Insurance. The CONSULTANT shall maintain insurance coverage limits not less than:
(a) General Liability: $2,000,000 per occurrence for bodily inj ury, personal injury, and property damage. If Commercial General Liability I nsurance or other form with a general aggregate limit is used, either the general aggregate l imit shall apply separately to this Project/location or the general aggregate limit shall be twice the required occurrence limit, and shall contain specific language creating a duty to defend against any suit seeking damages. (b) Automobile Liability: $1,000,000 per accident for bodily in jury and property damage.
(c) Employer's Liability: $1,000,000 per accident for bodily in jury or disease. (d) Professional liability: $2,000,000 per claim, with an extended reporting period of not less than two years.

12.3 Deductibles and Self-insured Retentions: Any deductibles or self-insured retentions must be declared to and approved by the CITY prior to the CONSULTANT commencing any work under this Agreement. At the CITY’s option, either: ( i) the insurer shall reduce or eliminate the deductibles or self–insured retentions with respect to the CITY, its elected officials, officers, attorneys, agents, employees and designated volunteers; or (ii) the CONSULTANT shall provide a bond or other financial guarantee, satisfactory to th e CITY, guaranteeing payment of losses and related investigations, claim administration and defense expenses.

12.4 Required Endorsements. Each insurance policy required by this Section 12.0 shall be endorsed as follows:
(a) Except with respect to any employer’s liability or professi onal liability/errors and omission liability policies required by this Section 12.0, the CITY, its elected officials, officers,

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attorneys, agents, employees, independent contractors serving i n the role of city officials and designated volunteers shall be named as additional insureds (co llectively, “Additional Insureds” sometimes hereafter in this Section 12.0).
(b) Additional Insured Endorsements shall not:
(1) Be limited to “Ongoing Operations”;
(2) Exclude “Contractual Operations”;
(3) Restrict coverage to the “Sole” liability of the CONSULTANT ; or (4) Contain any other exclusion contrary to this Agreement. (c) For any claims related to the Project, this Agreement or th e services performed under this Agreement, the CONSULTANT's insurance cove rage shall be primary to any other similar insurance carried by the CITY. Any insurance or self-insurance maintained by the CITY or any of the Additional Insureds, shall be in excess of the CONSULTANT's insurance and shall not be called upon to contribute with it.
(d) All insurance coverage shall contain a provision that prohi bits cancellation, modification or lapse without thirty (30) calendar days' prior written notice from insurer to the CITY.

The notice shall be provided via certified mail, return receipt requested. The CONSULTANT shall require its insurer to modify the applicable policy and all cer tificates of insurance to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. (e) Each policy shall be endorsed to state that the insurer wai ves the right of subrogation against the CITY and its officers, employees, agent s, independent contractors serving in the role of city officials and designated volunteers.

12.5 Other Insurance Provisions. The CONSULTANT and the CITY further agree as follows:
(a) All insurance coverage and limits provided pursuant to this Agreement shall apply to the full extent of the policies involved, available or applicable. Nothing contained in this Agreement or any other agreement relating to the CITY or its op erations limits the application of the insurance coverage.
(b) Requirements of specific coverage features or limits contai ned in this Section 12.0 are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific r eference to a given coverage feature is for purposes of clarification only and is not intended by any Party to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. (c) All insurance coverage shall cover the CONSULTANT’s operati ons pursuant to the terms of this Agreement.
(d) Any actual or alleged failure on the part of the CITY or an y other additional insured under these requirements to obtain proof of insurance r equired under this Agreement in

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no way waives any right or remedy of the CITY or any additional insured, in this or any other regard.
(e) In the event any policy of insurance required under this Ag reement does not comply with these requirements or is canceled and not repla ced, the CITY has the right, but not the duty, to obtain the insurance it deems necessary and th e CONSULTANT shall promptly reimburse to the CITY any premium paid by the CITY.
(f) The CONSULTANT shall provide immediate notice to the CITY o f any claim or loss against the CONSULTANT that includes the CITY or any of the Additional Insureds as a defendant. The CITY assumes no obligation or liability from the notice. The CITY shall have the right, but not the duty, to monitor the handling of the claim o r claims if they are likely to involve the CITY.

12.6 Acceptability of Insurers. All insurance coverage required by this Section 12.0 shall be written by insurers admitted to conduct business in th e State of California by the Department of Insurance and rated “A:VIII” in the most recent A.M. Best's Insurance Rating Guide.

12.7 Verification of Coverage. The CONSULTANT shall furnish the CITY with evidence of the insurance required by this Section 12.0, satisf actory to the CITY. The evidence shall consist of original certificates of insurance and amendat ory endorsements, including an additional insured endorsement. The endorsements shall be on f orms provided by the CITY or on such other forms approved by the CITY in writing, and amende d to conform to the CITY's requirements. The CONSULTANT shall file all certificates of in surance and fully executed endorsements with the CITY before commencing performance of the Services. Thereafter, the CONSULTANT shall provide proof that the policies of insurance r equired under this Agreement and expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. The CONSULTANT shall fur nish such proof to the CITY prior to the expiration of the affected coverages. The CITY may require complete, certified copies of all required insurance policies, including endorsements effe cting the coverage required by these specifications at any time. The CONSULTANT shall provide complete copies of policies to the CITY upon request.

12.8 Subcontractors. The CONSULTANT shall include all subcontractors, or any other party involved in the performance of the Services, as ins ureds under its policies or shall require subcontractors or any other party involved in the Proje ct by the CONSULTANT to carry the same insurance as required in this Section 12.0. The CONSULTANT shall obtain certificates evidencing the coverage and make reasonable efforts to ensure that the coverage is provided as required in this Section 12.0. The CONSULTANT shall require th at no contract used by any subcontractor, or contract the CONSULTANT enters into on behalf of the CITY, shall reserve the right to charge back to the CITY the cost of insurance required by this Agreement. The CONSULTANT shall, upon request, submit to the CITY for review, all agreements with subcontractors or others with whom the CONSULTANT contracts with on behalf of the CITY, and all certificates of insurance obtained in compliance with this Section 12.8. The CITY’s failure to request copies of the documents shall not impose any liability on the CITY, or its employees, or be deemed a waiver of any of the CITY’s rights.

13.0 WORK PRODUCT.

13.1 Deliverables. The CONSULTANT shall, in such time and in such form as the CITY may require, furnish reports concerning the status of serv ices required under this

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Agreement. The CONSULTANT shall, upon request by the CITY and upon completion or termination of this Agreement, deliver to the CITY all material furnished to the CONSULTANT by the CITY.

13.2 Ownership.

(a) All draft and final reports, docume nts and other written material, and any and all images, ideas, concepts, designs including website designs, source code, object code, electronic data and files or other media whatsoever, created or developed by the CONSULTANT in the performance of this Agreement (collectively, “Work Produ ct”) shall be considered to be “works made for hire” for the benefit of the CITY. All Work Pr oduct and any and all intellectual property rights arising from their creation, including all copy rights and other proprietary rights, shall be and remain the property of CITY without restriction or limitation upon their use, duplication or dissemination by the CITY upon final payment being made. Th e CONSULTANT shall not obtain or attempt to obtain copyright protection as to any of the Work Product.

(b) The CONSULTANT hereby assigns to th e CITY all rights of ownership to the Work Product, including any and all related intellectual property and proprietary rights that are not otherwise vested in the CITY pursuant to subsection (a) above.

(c) The CONSULTANT warrants and represents that it has secured all necessary licenses, consents or approvals necessary to the production of the Work Product, and that upon final payment, the CITY shall have full legal title to the Work Product, and full legal authority and the right to use and reproduce the Work Product for any purpose . The CONSULTANT shall defend, indemnify and hold the CITY, and its elected officials, officers, employees, servants, attorneys, designated volunteers and agents serving as independent contractors in the role of city officials, harmless from any loss, claim or liability in any way related to a claim that the CITY’s use of any of the Work Product is violating federal, state or local laws, or any contractual provisions, or any rights or laws relating to trade names, licenses, franch ises, copyrights, patents or other means of protecting intellectual property rights or interests i n products, ideas or inventions.

Consultant shall bear all costs arising from the use of patente d, copyrighted, trade secret or trademarked documents, materials, equipment, devices or process es in connection with its provision of the Work Product produced under this Agreement. I n the event any the use of any of the Work Product or other deliverables hereunder by the CITY is held to constitute an infringement and the use of any of the same is enjoined, CONSUL TANT, at its expense, shall:
(a) secure for the CITY the right to continue using the Work Pr oduct and other deliverables by suspension of any injunction, or by procuring a license or licenses for the CITY; or (b) modify the Work Product and other deliverables so that they become non-inf ringing while remaining in compliance with the requirements of this Agreement. The CONSULTANT’s covenants under this Section 13.2 shall survive the expiration or termination of this Agreement.

13.3 Confidentiality. Except as otherwise required by law, the CONSULTANT shall not disclose, publish or authorize others to disclose or publis h, design data, drawings, specifications, reports or other information pertaining to the Project assigned to the CONSULTANT by the CITY or other information to which the CONSUL TANT has had access during the term of this Agreement without the Designated Offici al’s prior written approval.

CONSULTANT’s covenant under this Section 13.3 shall survive the expiration or termination of this Agreement.

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13.4 Records. The CONSULTANT shall maintain complete and accurate records with respect to sales, costs, expenses, receipts and other such information relating to the Services, as required by the CITY or the Designated Official. The CONSULTAN T shall maintain adequate records on services provided in sufficient detail to permit an evaluation of the Services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. At all times dur ing regular business hours, the CONSULTANT shall provide access to such books and records to the Designated Official, or his or her designees, and shall give the Designated Official, or hi s or her designees, the right to examine and audit such books and records and to make transcripts as necessary, and shall allow inspection of all work, data, documents, proceedings and activities related to this Agreement.

14.0 ASSIGNMENT AND SUBCONTRACTING. This Agreement is personal to the CONSULTANT, and the CITY has entered this Agreement in reliance on the CONSULTANT’s skill, competence and experience. The CONSULTANT shall not ass ign any of its rights or delegate any of its duties under this Agreement, either in whole or in part, without the CITY’s prior written consent, by and through the Designated Official. The CITY’s consent to an assignment of rights under this Agreement shall not release the CONSULTANT fr om any of its obligations or alter any of its obligations to be performed under this Agreement. Any attempt at assignment or delegation by the CONSULTANT in violation of this Section 14.0 shall be void and of no effect and shall entitle the CITY to immediately terminate this Agreem ent for cause. The CONSULTANT's services under to this Agreement shall be provided by the Representative or directly under the supervision of the Representative and the CO NSULTANT shall not assign another to supervise the CONSULTANT's performance of this Agreement without the CITY’s prior written approval, by and through the Designated Official. As u sed in this Section 14.0, “assignment” and “delegation” means any sale, gift, pledge, hypothecation, encumbrance or other transfer of all or any portion of the rights, obligations or liabilities in or arising from this Agreement to any person or entity, whether by operation of law or otherwise, and regardless of the legal form of the transaction in which the attempted transfer occurs. The CONSULTANT shall not subcontract any performance required under this Agreement witho ut the CITY’s prior written consent.

15.0 MISCELLANEOUS TERMS.

15.1 Nuisance. The CONSULTANT shall not maintain, commit or permit the maintenance or commission of any nuisance in connection with the performance of services under this Agreement.

15.2 Permits and Licenses. The CONSULTANT, at its sole expense, shall obtain and maintain during the term of this Agreement, all appropriate permits, licenses, and certificates that may be required in connection with the performance of services under this Agreement.

15.3 Conflicts of Interest. The CONSULTANT shall comply with all applicable federal, state and local conflict of Interest laws, including the Politi cal Reform Act (Cal. Gov. Code, § 81000 et seq. ) and California Government Code Section 1090. During the term of this Agreement, the CONSULTANT may perform similar services for othe r clients, but the CONSULTANT and its officers, employees, associates and subconsultants shall not, without the City Manager’s prior written approval , perform work for anothe r person or entity for whom the CONSULTANT is not currently performing work that would require the CONSULTANT, or one of its officers, employees, associates or subconsultants, to absta in from a decision under this Agreement pursuant to a conflict of interest statute.

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15.4 Waiver. No delay or omission to exercise any right, power or remedy accruing to the CITY under this Agreement shall impair any right, power or remedy of the CITY, nor shall it be construed as a waiver of, or consent to, any breach or default. No waiver by the CITY of any breach, any failure of a condition, or any right or remedy unde r this Agreement shall be: (1) effective unless it is in writing and signed by the Party makin g the waiver; (2) deemed to be a waiver of, or consent to, any other breach, failure of a condition, or right or remedy; or (3) deemed to constitute a continuing waiver unless the writing expressly so states.

15.5 Accomplishment of Project. The CONSULTANT shall commence, carry on and complete its assignments with all practicable dispatch, in a so und, economical, and efficient manner in accordance with all applicable laws and generally acc epted industry and applicable professional standards.

15.6 Captions for Convenience Only. The titles of the sections, subsections and paragraphs set forth in this Agreement are inserted for convenience and reference only and shall be disregarded in construing or interpreting any of the provisions of this Agreement and the rights or obligations of the Parties to this Agreement.

15.7 Word Usage. Unless the context clearly requires otherwise, (a) the word “ shall” is mandatory and “may” is permissive; (b) “or” is not exclusive ; and (c) “includes” or “including” are not limiting.

15.8 Notices. Any notice, consent, request, demand, bill, invoice, report o r other communication required or permitted under this Agreement shall be given in writing to the person at the addresses specified on first page of this Agreement and deemed effective: (a) on personal delivery, (b) on confirmed delivery by courier service during the CONSULTANT’s and the CITY’s regular business hours, or (c) three business days after deposit in the United States mail, by first class mail, postage prepaid. Either Party may change the speci fied person or address at which it is to receive notices by advising the other Party in writing.

15.9 No Third Party Beneficiaries. This Agreement is made solely for the benefit of the Parties to this Agreement and their respective successors and assigns, and no other person or entity may have or acquire a right by virtue of this Agreement.

15.10 When Rights and Remedies Not Waived. In no event shall the making by the CITY of any payment to the CONSULTANT constitute or be construe d as a waiver by the CITY of any breach of covenant, or any default that may then exist, on the part of the CONSULTANT, and the making of any such payment by the CITY while any such b reach or default shall exist shall in no way impair or prejudice any right or remedy available to the CITY with regard to such breach or default.

15.11 Cost of Litigation. If any legal action is necessary to enforce any provision of this Agreement or for damages by reason of an alleged breach of any provisions of this Agreement (whether in contract, tort or both), the prevailing Party shall be entitled to receive from the losing Party all attorneys’ fees, costs and expenses in such amount as the courts may determine to be reasonable. In awarding the cost of litigation, the court shal l not be bound by any court fee schedule, but shall, if it is in the interest of justice to do so, award the full amount of costs, expenses and attorneys' fees paid or incurred in good faith.

15.12 Compliance with Laws. In the performance of the work required by this Agreement, the CONSULTANT shall abide by and conform with and t o any and all applicable

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laws of the United States and the State of California, and with the CITY's Municipal Code, ordinances, regulations and policies. Further, this Agreement may call for services that, in whole or in part, constitute “public works” as defined in the California Labor Code. Therefore, as to those services that are “public works,” the CONSULTANT shall comply i n all respects with the all applicable provisions of the California Labor Code, including those set forth in Exhibit C, attached hereto.

15.13 Severability. If any part, term or provision of this Agreement shall be held illegal, unenforceable or in conflict with any law of a federal, state, or local government having jurisdiction over this Agreement, the validity of the remaining portions or provisions shall not be affected by such holding.

15.14 Governing Law. The terms of this Agreement, and any dispute arising from the relationship between the Parties to this Agreement, shall be go verned by and construed in accordance with the laws of the State of California, without re gard for its conflicts of laws principles, except that any rule of construction to the effect that ambiguities are to be resolved against the drafting party shall not be applied in interpreting this Agreement. Any dispute that arises under or relates to this Agreement (whether contract, to rt or both) shall be resolved in superior or federal court with geographic jurisdiction over the City of Buena Park.

15.15 Integrated Agreement and Modificaiton of Agreement. This Agreement, and all exhibits referred to in this Agreement, constitutes the final, complete and exclusive statement of the terms of the agreement between the CITY and the CONSULTA NT with respect to the subject matter of this Agreement. This Agreement supersedes all prior or contemporaneous oral or written negotiations, representations or agreements of the P arties. No verbal agreement or implied covenant shall be held to vary the provisions of this A greement. No Party has been induced to enter into this Agreement by, nor is any Party relying on, any representation or warranty except those expressly set forth in this Agreement. This Agree ment may be modified only by a writing signed by both Parties.

15.16 Authority to Bind Parties. Each of the undersigned hereby represents that he or she has the authority to execute this Agreement on behalf of his or her contracting Party.

15.17 Exhibits; Precedence. All documents referenced as exhibits in this Agreement are hereby incorporated into this Agreement by this reference. In the event of any inconsistency between the express provisions of this Agreement and any provision of an exhibit, the provisions of this Agreement, then the CITY’s request for proposals, if any, shall prevail.

15.18 Time of the Essence. Time is of the essence in respect to all provisions of this Agreement that specify a time for performance.

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In recognition of the obligations stated in this Agreement, the Parties have executed this Agreement on the date indicated above.

CITY OF BUENA PARK

a California municipal corporation
CONSULTANT*

Pacific Advanced Civil Engineering, Inc.

Name of Business

Signature

Name: Aaron France Name: Mark Krebs, P.E.

Title:

City Manager

Title:

President

Signature

Name: Zirang Song, M.S., P.E.

Title:

Vice President/ Recreational
Water Division Manager

* Please note, two signatures required for corporations pursuant to California Corporations Code Section 313, unless corporate documents provi ded to the City authorize only one person to sign this Agreement on behalf of the corporation.

ATTEST:
(SEAL)

_____________________________________
Adria M. Jimenez, MMC, City Clerk

APPROVED AS TO FORM:

_____________________________________
Christopher G. Cardinale, City Attorney

EXHIBIT 'A'

Zirang Song, MS, PE
Vice President – Recreational Water Division
Zi
Vi
mobile: 714-514-8824 oﬃce: 714-481-7212 e-mail: [email protected] 17250 Newhope Street, Suite 200 | Fountain Valley, CA 92708 | 714-481-7300 - www.pacewater.com Dear Annie Singhal,
The Peak Park Pool and Boisseranc Park Pool are owned, operated and maintained by the City of Buena Park and are used throughout the community. Therefore, it is critical to the City that the facility is maintained for reliable operation. PACE understands the City desires to upgrade these pools following the recommendations of a recent assessment to best support continuous operation of the facility. The enclosed proposal has been developed to provide the City with expedient and thorough engineering design services to ensure minimal facility downtime and maximum lifespan of the pool facilities.

As Project Manager, I have more than 30 years of experience designing aquatic facilities, more than 20 years of tenure with PACE and I will be the main point of contact for the entire duration of the project eﬀort. Our enclosed proposal has been prepared closely following the guidelines of the RFP document dated January 11, 2023. We look forward to serving as an extension of City staﬀ to successfully execute this project eﬀort with you.

Sincerely,

ADDENDUM
ACKNOWLEDGMENT:

PACE acknowledges both
Addendum #1 and #2
that were sent via email.

February 1st, 2023
Annie Singhal Assistant Engineer
City of Buena Park - Public Works Department
6650 Beach Boulevard, Buena Park, CA 90621 | (714) 562-3691 | [email protected] Re: Professional Engineering Design Services Proposal for The City of Buena Park Peak Park and Boisseranc Park Pool Improvements Project Experience on well over 100 of pool projects leading to vast understanding of various alternatives for renovations including plaster considerations based on pool code requirements, initial construction costs, lifespan and long term costs, tolerance for pool water chemistry conditions, and all current codes and ADA requirements, etc.

Recent and extensive experience with re-plastering aquatic facilities which will lead to accurate scheduling, sequencing of construction to minimize the facility shut-down duration and accurate construction cost estimating.

Strong reputation and relationship with the OC Health Care Agency with deep understanding of requirements and design considerations. Our team has been complimented multiple times for completeness and thoroughness of submittal packages. “True” design/build background ensuring we provide accurate construction timelines and cost estimates, as well as constructability of designs with our in-house construction expert review process.

Pooling of technical resources within project team that includes engineering highly focused in aquatic systems, as well as complex water and sewer infrastructure leading to a broader understanding of the principles of hydraulic, mechanical and treatment systems.

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT

COVER LETTER

SCOPE OF WORK
Project Understanding ................................................................................................... 1 Methodology .................................................................................................................. 3 Scope of Work ................................................................................................................. 4 CONSULTANT'S REPRESENTATIVE ......................................... 6

PROJECT TEAM
About PACE ..................................................................................................................... 7 Unique Qualifications ..................................................................................................... 9 Organization Chart ....................................................................................................... 10 Team Member Qualifications ....................................................................................... 10 Resumes ....................................................................................................................... 14 Team Hours ................................................................................................................... 39 REFERENCES ............................................................................................. 40 SCHEDULE .................................................................................................... 45 CONSTRUCTION BUDGET ............................................................. 46 DESIGN BUDGET ............................................. Separate Sealed Envelope SUBCONSULTANTS ................................................................................... 47

SCOPE OF WORK

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PROJECT UNDERSTANDING
The City of Buena Park needs consulting services for the two existing swimming pools located in neighborhood parks -Peak Park Pool and Boisseranc Park Pool. Due to the deteriorated conditions of the existing pool deck and pool plaster, The Peak Park Pool will need pool deck placement, pool surface re-plastering and other renovation design items as listed in the scope of work below. The Boisseranc Park Pool will not need re-plastering since this was completed recently, but a pool deck replacement and equipment room changes are required, as listed below.

Based on the RFP and further clariﬁcation through communication with the City and following the newly implemented OC Health Care Agency (OC Health) submittal process and check list, the scope of work has been deﬁned below. This list of task items should ensure the eﬃcient completion and OC Health approval of the renovation plans.
• Demolition plans for the pool plater, pool deck and shading structures • Remove existing diving boards and re-install, if possible • Repair for all structural damages on pool shell
• Pool interior plaster surface, expansion joints
• All pool tiles and depth markers
• New underwater lights and new wiring/ conduits/transformers/ connection to existing electrical panel (there is existing pool deck lighting and it is not included in this scope of work)
• New concrete deck/coping with slot drains. Depending on slope and existing grades, more than one slot drain may be required. The new deck will also have all necessary anchor ﬁttings for deck equipment. • Add new planters/landscape at existing shade structure areas • New Americans with disabilities act (ADA) compliant pool lift chairs • Items listed in the pool renovation guidelines issued by the OC Health • Demolition plans for the pool coping, pool deck and pool fence / gates • Remove existing water slide and install a new slide
• All pool depth markers on deck and on pool wall
• Replace underwater lights and connection to existing electrical J-boxes (there is no pool deck lighting and it is not included in this scope of work)
• New concrete deck/coping with slot drains to be connected to park storm drain system. The new deck will also have all necessary anchor ﬁttings for deck equipment.
• New Americans with Disabilities Act (ADA) compliant pool lift chairs • New 8-feet high wrought iron fence and gates
• Install cages around existing utilities (i.e. gas and water piping) • Move chemical storage to existing shed next door
• Add a new pump to make the pool ﬁltration system a dual pump system
• Electrical panel to be moved outside the mechanical room • Existing corroded electrical panel to be replaced, if necessary • Updating ADA compliant shower to use the ones that have multiple heads and foot operation
• Items listed in the pool renovation guidelines issued by the OC Heath Project Understanding
PEAK PARK POOL DESIGN SCOPE INCLUDES:

BOISSERANC PARK POOL DESIGN SCOPE INCLUDE:

The project scope also includes a geotechnical investigation and site survey. We provided a budgetary estimate for the geotechnical and survey work.

City and Consultant will discuss the need for these scope items during the initial design, and the scope and fee may require adjustment at that time. A Pool Remodel Permit from Orange Health will be required for the pool resurfacing. It will be part of the design consultant's scope to prepare all required documents to meet the OC Health and City plan review requirements and assist the City in obtaining all necessary permits and approvals.

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PACE will manage and coordinate the design process and research and collect all data necessary for the successful completion of this project. PACE will also help the City secure the OC Health permits, and any other agency permits needed. PACE understands that use of the pools will be in high demand, so the design will need to consider the project duration, construction timing and pool startup time requirements.

Draw from past project experience from newly designed and permitted pool renovation designs within Orange County.

Project challenges includes:
• Project cost control
• Existing pool shell structure condition not visible before pool plaster removal
• Short construction schedule to minimize the disturbance of the facility normal usage
• Noise and dust generated during construction should be controlled to minimize the impact on the nearby residents
• Coordinate closely with the City of Buena Park to understand the project limits and constraints.
• Conﬁrm and ﬁnalize the working schedule with the City. • Conduct project site inspections before the start of design to identify items to be removed and replaced inside and outside the pool. • Engage a building architect and structural consultant for the building code and ADA compliance review and structural inspection of the existing pool shell after the existing pool plaster removal. Auxiliary facility improvement and structural repair design will be provided if any are identiﬁed.
• If required by the City, PACE will perform a pan evaporation test on-site before draining water to determine if the pool is losing water through seepage. The test will require that the pool not get used and is not operated with recirculation or ﬁlling water.
• Check the existing pool system against current codes to ensure code compliance and permit approval. Areas of review will include VGB compliance, ADA compliance, and pool depth markers.
• Replace existing lights and add new lights with new energy-eﬃcient LED pool lights.
• We understand the City may use conventional white marble dust plaster for the pool. We suggest conducting a comparison study for the pool resurface options so the City can make a ﬁnal decision based on thorough research and analysis information such as initial installation costs, lifespan, visual appearance, pool startup costs and startup time, resistance to harsh pool chemistry conditions, and lifetime costs. PACE will prepare such a study for the City to review and select the pool resurface option. This task will be oﬀered as Optional Services in the event that the City is already set on using white marble dust.
• Prepare initial and ﬁnal pool deck replacement and pool resurface construction plans and details using AutoCAD for permit submittal, project bidding, and construction.
• Prepare initial and ﬁnal project speciﬁcations and probable construction costs for the proposed construction items. • Assist the City during project bidding and construction for submittal reviews, answer project questions and prepare as-built plans based on contractor's mark-up records. PACE is well-versed in construction- related services and has full-time staﬀ members who specialize in construction management for water feature projects. Our experience in design-build and general construction of water features will have direct application to our construction services. With our oﬃce located in Orange County, less than 30 miles from the project site, we will be able to quickly respond to speciﬁc needs at the project site and will have staﬀ members on average 24 hours/week during the key pool construction period.

Project Challenges
Key Project Eﬀorts
To ensure a successful pool deck replacement and pool re-plastering project for the two pools, PACE shall implement the following approaches during the design process:

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METHODOLOGY
Coordinate and communicate with the City staﬀ closely to understand the project requirements, expectations, constraints, and limitations.

Regular meetings with the project team - attend onsite meetings, online meetings or phone calls. Our oﬃce is conveniently located in Fountain Valley - 25 minutes away from the project site or City of Buena Park.

Engage building architect and structural sub-consultant to perform specialty tasks.

Work with pool contractors to develop accurate and current construction cost, duration and material supply estimates.

Provide the City with products and construction methods information for making decisions.

Conduct testing to determine the existing pool water tightness, if required.

Assist the City with OC Health Care Agency Pool Remodel Permit submittal. With our extensive public pool design experience within Orange County and the City of Buena Park, we are conﬁdent that we understand and can comply with the permitting guidelines set by the County and local agencies.

Assist the City with construction administration and during project bidding.

Coordinate and Communicate
Regular Meetings
Engage
Work with Pool Contractors
Products and Construction Methods Information
Conduct Testing
Assist the City with OC Health Care Agency Pool Remodel Permit Assist the City with Construction Administration

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SCOPE OF WORK
C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT

1. A project kick-oﬀ meeting with the City of Buena Park will take place to discuss the overall project schedule and important design items.

Key project milestones and meetings required will be established and scheduled.

2. During the initial design phase, PACE shall conduct a site inspection to gather the following information on the existing pools on-site:
• Verify existing pool dimensions and components.
• Determine existing components and limits to be removed and replaced.
• List items that need further evaluation during the project.

3. The existing facility will be compared to the most current building codes, ADA, and current pool codes to determine compliance. The most recent California Building Code was updated in 2019. We anticipate that any renovations conducted on the facility will result in OC Health Care Agency code compliance veriﬁcation.

4. Details will be coordinated with the City regarding all renovation components, including pool deck replacement limits, depth markers, waterline tiles, depth lane tiles, handrails, pool inlets, main drain covers, underwater lights, grab rails, recess steps, and pool plaster.

5. Two (2) coordination meetings are anticipated during the Design. Other informal meetings will take place during this time, as required, and are included.

6. 65% Design Deliverables:
• Preliminary pool demolition plans identifying items to be demolished and items to be protected in place.
• Preliminary new pool deck and pool plaster plans with most of the replaced pool components.

1. Key design items will be coordinated with the City and project team.

Comments from the Schematic Design submittal review will be incorporated.

2. Construction material options will be identiﬁed and PACE will assist the City in selection of preferred options.

3. The ﬁnal design will be developed and will include the following items:
• Demolition plans identifying pool components to be removed and replaced, and items to be protected in place.
• Demolition details.
• Proposed construction plans with proposed pools components. • Construction details including gutter grates, depth markers, waterline tiles, lap lane tiles, end wall target tiles, lane line anchors, handrails, pool inlets, main drain covers, underwater lights, grab rails, and recess steps.

4. Technical engineering speciﬁcations will be developed for new components and pool ﬁnish materials.

5. One (1) submittal is anticipated during this phase of design. The plans will be stamped and signed by a registered Civil engineer, Electrical Engineer, Structural Engineer and licensed Architect in the state of California on respective plan sheets.

6. An engineer's opinion on probable construction cost will be developed at the end of this phase.

7. One (1) meeting is anticipated in the construction document phase.

Other informal meetings will take place during the design, as required and is included.

Task 01 – 65% Design Phase Drawings
Task 02 – 95% Design Drawings

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1. Review the comments for 95% design plans and speciﬁcations.

Coordinate and clarify design items with the City if required.

2. Update the design plans and speciﬁcations to ﬁnal design level, to be used for project bidding.

3. One (1) submittal is anticipated during this phase of design. The plans will be stamped and signed by a registered Civil engineer, Electrical Engineer, Structural Engineer and licensed Architect in the state of California on respective plan sheets.

4. An engineer's opinion on probable construction cost will be developed at the end of this phase.

5. One (1) meeting is anticipated in the construction document phase.

Other informal meetings will take place during the design, as required and is included.

1. Pool permit submittal documents will be prepared, including coordination and collection of all required documents, ﬁlling out the application forms, and preparing the pool remodel permit package for the City to submit to reviewing agencies including OC health Care, local Fire Department and local Building and Safety.

2. If required, documents will be provided, and coordination support will be performed for submittal to the City of Buena Park Building and Safety for ADA compliance review.

3. PACE shall provide additional documentation as required based on the comments received through the permitting process. NOTE: PACE will prepare documents, but it is assumed the City is responsible for all necessary County and City submittal and direct payment of all permit submittal / review fees. Review fees are not included in this scope.

1. PACE shall provide the following during project bidding:
a. Assist the City for bid document preparation including bid schedule
b. Attend pre-bid meeting.
c. Respond to requests for information during the bidding phase. d. Prepare any plan and speciﬁcations corrections, as required.

2. One (1) meeting is anticipated in the construction document phase.

Other informal meetings will take place during the design, as required and is included.

3. Shop drawing submittals by the chosen contractor will be reviewed for conformance with the construction documents.

4. Construction documents will be clariﬁed, if required. Contractor requests for information (RFI) will be addressed, and submittals will be reviewed and approved. 10 RFI's and 20 submittals are anticipated and budgeted for this task.

5. A structural engineer will inspect the existing pool structure after plaster removal to determine pool structural integrity. If the structure needs to be repaired, structural improvement recommendations will be provided.

6. Two (2) site visits will be conducted during construction for review of construction progress. Construction site visits will coincide with post demolition inspection, and post-plaster inspection.

7. A ﬁnal on-site review of construction will be conducted a completion punch list report will be developed. The punch list will be created one time. The City is responsible for follow through of items on the punch list.

8. Final as-built drawings will be completed based on contractor's construction markup records.

Task 03 – Final 100% Design Drawings
Task 05 – Permitting
Task 06 – Bidding and Construction Support

CONSULTANT’S REPRESENTATIVE

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT CONSULTANT'S REPRESENTATIVE // 6

CONSULTANT'S

REPRESENTATIVE
As the Project Manager, Zirang Song will serve as the primary representative for this project and will remain in charge of all duties from contract negotiation through completion. Mr. Song has civil design/engineering experience spanning back to 1990. From concept to ﬁnal design and speciﬁcations, his areas of expertise include all areas of water infrastructure including swimming pool ﬁltration system design, lake system design, water storage, water feature/fountain design, pump station design, water conveyance, and construction management. He has speciﬁc water feature expertise in concept design, site grading, mechanical engineering design of aquatic facilities, electronic controls, telemetry, advanced disinfection systems and hydraulics. Other responsibilities include construction support and coordination.

As the Principal / QA/QC, Mark Krebs will serve as the alternate representative for this project. Mr. Krebs has engineering and construction experience speciﬁc to water resources spanning back to 1988 with both public and private sector projects. His project design and construction experience includes all phases of infrastructure, grading, drainage, stormwater treatment, roadway, water, sewer, reclaimed water, storage, distribution, wetland evaluation and mitigation, and a wide range of stormwater quality experience including manmade lake treatment BMP’s, and TMDL source control.

He has highly specialized background in recreational pools and water play areas, water feature engineering, including both small and large-scale manmade lakes, formal fountains, streams, and waterfalls. In addition to the responsibility of being an oﬃcer of the company and President of PACE, Mr. Krebs maintains role as Principal/Sr. Project Manager and the lead design engineer on numerous water resource projects. Moreover, with his knowledge of operational and maintenance requirements of aquatic facilities, he imparts ﬁeld technical support and construction administration services for water feature projects.

Primary Representative
Alternate Representative
Zirang Song, MS, PE
Project Manager - Vice President / Recreational Water Division Manager D (714) 481-7212 | C (714) 514-8824
[email protected]
CA Licensed PE: 69315

Mark Krebs, PE
Principal / QA/QC
D (714) 481-7201 | C (714) 514-8822
[email protected]
CA Licensed PE: 049292

PROJECT TEAM

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ABOUT PACE
Creativity, innovation and advanced knowledge of water resources are cornerstones of our services leading to aesthetic, environmentally sustainable, and practical engineering solutions.

Pacific Advanced Civil Engineering, Inc. (PACE) is a specialized civil engineering ﬁrm formed in 1987 oﬀering advanced water resource services worldwide. With over 35 years of experience, we oﬀer a wide range of engineering services related to water, wastewater, stormwater management and water resource permitting and regulatory compliance to ensure projects are both economically viable and environmentally sustainable. Our engineering approach focuses on maximizing value by creating multi-use infrastructure systems, cost-eﬀective phasing strategies and systems that include environmental, aesthetic and recreation uses. PACE staﬀ members include licensed professional engineers with PhDs, university instructors and policy-makers in the water resource arena. • Valid California Professional Architect License: Our subconsultant, Khanh Doan with Square [1] Architecture, contains a valid California Professional Architect License ( license no. C-68045). • Valid City of Buena Park business license (if selected): If selected, we will obtain a valid City of Buena Park business license. • Satisfactory completion of a minimum of three (3) Pool Improvement Projects or similar, and provide references:

Within our proposal under the references section, we listed four relevant pool projects and provided references for each. • Understanding of all aspects of pool design including but not limited to architectural, structural, mechanical, electrical etc: We have reviewed the RFP and developed a strong understanding of all aspects of the pool design as described in our scope of work.
• Ability to provide deliverables consistent with the latest City-adopted formats: At project kick-oﬀ we will conﬁrm a clear understanding of what the latest City-adopted formats entail and are able to provide consistent deliverables for this project. • Familiarity with City of Buena Park standards, provisions, and practices: We will strictly follow City design guidelines and practices described in the RFP and supplied by the City.

MINIMUM QUALIFICATIONS

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GEOGRAPHIC INFORMATION SYSTEMS (GIS) ENVIRONMENTAL WATER LABORATORYINSTRUMENTATION AND CONTROLS The PACE team brings very specialized expertise and extensive experience on swimming pool design that enables us to address the project objectives with comprehensive understanding of the cause and eﬀect relationships of the activities that take place over time. The team is comprised of pool experts and water resource civil engineers.
• Lake Systems / Water Features / Pools
• Lake / River / Wetland Restoration
• Water Quality Management
• Water and Wastewater Treatment
• Potable Water Storage and Distribution
• Reclaimed Water Storage and Distribution
• Stormwater Management
• River Engineering
• Floodplain Mapping
• Watershed Analysis / Planning
• GIS Water Resource Applications
• Swim Lagoons
• Alternate Edge Conditions
(Knife dge, Firm Flow, Skimmer, Gutter)
• Pool Structure
(On Podium, Rooftop, On Grade)
• Utility Coordination
(Power, Water, Sewer, Gas, Hot Water Loop)
• Finish Materials
• Signage Coordination
• Code Review
• Equipment Layout
(Space Requirements, Pipeline
Coordination)
• Water Treatment (UV , Salt Water Systems, PH
Control, C0 2 Systems, Disinfection Syst ems)
• Controls
• Concept
• Layout
• Water Chemistry Control
• Pool / Spa Water Treatment Systems
• Pool / Spa Filtration / Recirculation System
• Pool Structure, Finish, Fittings, Cover and
Accessories
• Health and Safety Considerations
• Hazardous Material (pool chemicals)
Storage Application
AS A WATER RESOURCE SPECIALTY-ENGINEERING FIRM , PACE’S SPECIALIZED AREAS OF EXPERTISE INCLUDE:

THE PACE TEAM BRINGS EXTENSIVE POOL DESIGN, WHICH INCLUDE THE FOLLOWING AREAS:

AS PART OF THE POOL SYSTEMS DESIGN, WE APPLY INNOVATION AND CREATIVITY TO ADDRESS:

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT PROJECT TEAM // 9
Experience on well over 100 pool projectshas developed our vast understanding of various alternatives for renovations including plaster considerations based on pool code requirements, initial construction costs, lifespan and long term costs, tolerance for pool water chemistry conditions, and all current codes and ADA requirements, etc.

Recent and extensive experience with re-plastering aquatic facilities including City of Irvine William Woollett Jr. Aquatic Center which will lead to accurate scheduling, sequencing of construction to minimize the facility shut-down duration and accurate construction cost estimating. “True” design/build background ensuring we provide accurate construction timelines and cost estimates, as well as constructability of designs with our in-house construction expert review process.

Unique Qualiﬁcations
EXPERIENCE WELL OVER 100 OF POOL PROJECTS EACH YEAR

RECENT AND EXTENSIVE EXPERIENCE WITH RE-PLASTERING AQUATIC FACILITIES “TRUE” DESIGN/BUILD BACKGROUND

STRONG REPUTATION AND RELATIONSHIP WITH THE OC HEALTH CARE AGENCY

POOLING OF TECHNICAL RESOURCES WITHIN PROJECT TEAM

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT PROJECT TEAM // 10
subconsultants
Project Coordinator
Principal / QA/QC
Project Engineer
CAD Designer
Design Engineer
Binh Le, EIT
Ryan Ching
Evan Chen, EIT
Structural Engineer
Alexandros Blestos, SE 1
Geotehcnical Engineer
Alva Alvappillai, PhD, PE, GE 2
Jerry Huang, PhD, PE, GE, QSD/QSP 2 Surveyor
David Mackey, PLS 3
Christine Huch
Mark Krebs, PE
Architect
Khanh Doan 4
Project Manager
Zirang Song, MS, PE

1. Spire Structural Engineering, Inc.

2. American Geotech

3. Huitt-Zollars

4. Square [1] Design Group
Zi

ZIRANG SONG,
MS, PE
Project Manager
32 years
MS International Construction
Management, Nanyang
Technological University,
Singapore
BS Mechanical Engineering,
Harbin Institute of Technology,
China
PE – CA: 69315
• Swimming pool ﬁltration
system design and
construction management
• Water infrastructure
• Pump station design
• Water conveyance
• Water storage
• Lake system design
• Water feature / fountain
design and construction
management
• Construction support and
coordination
• William Woollett Jr. Aquatic Center Pool Re-Plastering Project – Irvine, CA
• Disneyland Hotel Pool Renovation – Anaheim, CA
• Yountville Community Pool Evaluation – Yountville, CA • Spectrum Park Pools (Madison, Logan, and Bryant) – Irvine, CA • Pavilion Park Pools – Irvine, CA
• City of Santa Ana Memorial Pool Renovation – Santa Ana, CA • Canyon Club at Crystal Cove Pools and Spa – Newport Beach, CA • Pelican Hill Resort Aquatic Facilities – Newport Coast, CA • Belle Haven Aquatic Facility – Menlo Park, CA
• Northstar Highlands Ritz-Carlton – Truckee, CA
PACE

ORGANIZATION CHART

TEAM MEMBER QUALIFICATIONS
Name and Role
Experience, Education, &
Professional Registration Expertise Areas Related Project Experience

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MARK KREBS,
PE
Principal / QA/QC

BINH LE, EIT
Project Engineer
31 years
BS Civil Engineering University
of Kentucky (cum lade)a
PE – CA: 49292
8 years
BS Civil Engineer
University of California,
Fullerton
EIT – CA: 153895
• Water features:
» pools/spas
» water play areas
» fountains
» entry features
• Water quality
• treatment / advanced
disinfection systems and
hydraulics
• •Mechanical equipment for
water features
• PS&E’s
• Constructability / value
engineering
• QA/QC
• Pools and spas
• Entry features
• Fountain
• Interactive water features
• Technical memos
• Design memos
• Construction documents
• Detailed technical
speciﬁcation
• Disneyland Hotel Courtyard Aquatic Features Improvements – Anaheim, CA
• San Diego Marriott Hotel Recreation Center Pools, Water Play Area, and Fountains Renovation – San Diego, CA
• Pelican Hills Resort Pools and Spas – Newport Coast, CA • Sheraton Wild Horse Pass Resort River Water Features & Pool – Chandler, AZ
• Santa Ana Memorial Pool and Civic Center Fountain Renovation – Santa Ana, CA
• Point Hilton at Squaw Peak Water Park – Phoenix, AZ
• William Woollett Jr. Aquatic Center Pool Re-Plastering Project – Irvine, CA
• La Mirage Pool Facilities – San Diego, CA
• Hotel Del Coronado Pool Renovation – Coronado, CA
• The Irvine Company Spa, Pool and Wading Pool – Irvine, CA • New Century Plaza Pool – Los Angeles, CA
• One Beverly Hills Pools – Beverly Hills, CA
• Rolling Hills Club House Pool, Spa, and fountains – Rancho Palos Verdes, CA
• Ivy Station Hotel and Residences Pools, Spa, and Water Features – Culver City, CA
• Town and Country Resort Renovation – Mission Valley, CA • Four Seasons Calistoga Hotel Pool & Spa – Calistoga, CA • Parcel L2 Pool and spa – Washington DC
• Monterey Park Towne Centre – Monterey Park, CA

RYAN CHING
CAD Designer
17 years
BS Computer Science
Coursework, Ama Computer
College, Philippines
Computer Science Transfer
Program Coursework, Cypress
College, Cypress CA
• Pools and spas
• Water features
• Fountains
• Manmade lakes
• CAD production
• CAD management for
exhibits, sketch design
concept, and construction
documents
• Quality check plan sets
• William Woollett Jr. Aquatic Center Pool Re-Plastering Project – Irvine, CA
• La Mirage Pool Renovation – San Diego, CA
• Disneyland Hotel Pool Renovation – Anaheim, CA
• Hotel Del Coronado Pool Renovation – Coronado, CA
• One Beverly Hills Pools – Beverly Hills, CA
• New Century Plaza Pool – Los Angeles, CA
• Ivy Station Hotel and Residences Pools, Spa, and Water Features – Culver City, CA
• Bradbury Residence Swimming Pools – Culver, City, CA
• Rolling Hills Club House Pool, Spa, and fountains – Rancho Palos Verdes, CA
• Lake Forest Community Association Swim Lagoon Renovations – Lake Forest, CA
• Town and Country Resort Renovation – Mission Valley, CA • Four Seasons Calistoga Hotel Pool & Spa – Calistoga, CA Name and Role
Experience, Education, &
Professional Registration Expertise Areas Related Project Experience

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SPIRE STRUCTURAL ENGINEERING

AMERICAN GEOTECHNICAL

ALEXANDROS

BLETSOS, SE
Structural Engineer

ARUMUGAM
(ALVA)

ALVAPPILLAI,
PhD, PE, GE
Geotechnical
Engineer

FEI-CHIU
(JERRY) HUANG,
PhD, PE, GE,

QSD/QSP
Geotechnical
Engineer
20 years
MS Civil Engineering (Structural),
California State University,
Sacramento
BS Civil Engineering (Structural),
University of California, Davis
SE – CA: S5659
PE – CA: C68288
22 years
PhD Geotechnical Engineering, University of Oklahoma
Norman, Oklahoma
M.Eng. Structural Engineering,Asian Institute of Technology Bangkok, Thailand
BS Civil Engineering,University of Peradeniya
Sri Lanka
CA – PE: C053887CA – GE: G.E.2504
27 years
PhD Geotechnical,
Northwestern University
Evanston, Illinois
MS Civil and Environmental
Engineering, Geotechnical,
Utah State University
Logan, Utah
BS Civil Engineering,
Tamkang University
Taipei, Taiwan, R.O.C.

CA – PE: C55670
CA – GE: GE2601
CA – Governor’s Oﬃce of
Emergency Services (OES),
Post-Disaster Safety
Assessment Program (SAP)
Evaluator: SAP63537
CASQA QSD and
QSP: 20136
• Structure Analysis
• Utilizing computer
modeling applications:

SAP2000, ETABS, and
RISA3D, REVIT
• Geotechnical investigations
for residential, commercial,
and public works projects
• Landslide and slope
stability investigations
• Geotechnical investigations
and recommendations for
water reservoirs
• Pavement investigation
and design
• Foundation design for
building and other
improvements
• Geotechnical services
during construction
• Geotechnical investigations
for residential, commercial,
and public works projects
• Landslide and slope
stability investigations
• Geotechnical investigations
and recommendations for
water reservoirs
• Pavement investigation
and design
• Foundation design for
building and other
improvements
• Geotechnical services
during construction
• Hoag Dialysis Center – Newport Beach, CA
• Kaiser Permanente Medical Center – Baldwin Park, CA
• Kaiser Permanente Medical Oﬃce Building - Montebello, CA • Farrell’s Ice Cream Parlor & Restaurant – Brea, CA
• San Diego Taz Exhibit – San Diego, CA
• William Woollett Jr. Aquatic Center Pool Re-plastering Project – Irvine, CA
• City of La Mirada Existing City hall Fountain Renovation – La Mirada, CA
• Belle Haven Aquatic Center Design – City of Menlo Park, CA • Orchards Hills PA1 N4 Park 1 pool design
– Irvine, CA
• Renovation of the Ornamental Lakes at Tewinkle Park – Costa Mesa, CA
• LA Rivera Country Club Irrigation Storage Tank– Palisades, CA • Saddleback College McKinney Theater building – Mission Viejo, CA • Water reservoir for Marygold Mutual water company –
Bloomington, CA
• City of Fountain Valley sewer improvement project
• City of Compton pavement rehabilitation project
• Foundation design for City of Delano Weigh Station
• Foundation design for Conejo and Castaic truck scales • Renovation of the Ornamental Lakes at Tewinkle Park – Costa Mesa, CA
• LA Rivera Country Club Irrigation Storage Tank– Palisades, CA • Saddleback College McKinney Theater building – Mission Viejo, CA • Water reservoir for Marygold Mutual water company –
Bloomington, CA
• City of Fountain Valley sewer improvement project
• City of Compton pavement rehabilitation project
• Foundation design for City of Delano Weigh Station
• Foundation design for Conejo and Castaic truck scales Name and Role
Experience, Education, &
Professional Registration Expertise Areas Related Project Experience

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT PROJECT TEAM // 13

HUITT-ZOLLARS
SQUARE [1] DESIGN GROUP

DAVID MACKEY ,
PLS
ROW and Surveying

KHANH DOAN
Project Architect
23 years
BS Civil Engineering, Surveying
Engineering Option – California
State Polytechnic University
Pomona
PLS – CA: 8912
28 years
BA, California State Polytechnic
University, Pomona
• AL TA/ACSM land title
surveys
• Topographic surveys
• Subdivions maps
• Boundary analysis
• Construction surveying
docs
• Building Layout and design
concepts
• Code Compliance
• Building aesthetics
• Colors & Materials
• Speciﬁcations
• Sustainability & high-
• • Balboa Island Topography – Newport Beach, CA
• • OC River Walk – Anaheim, CA
• • Gobernadora Multipurpose Basin – Orange County, CA
• • OCSD PS2 City Water Pump Stations – Orange County, CA • • Oso Creek Barrier Legals and Plats – Mission Viejo, CA • • Oso Creek Barrier Mod – Mission Viejo, CA
• • Carbon Canyon Aerial and Field Topo – Brea, CA
• • Talbert Lakes Topographic Survey – Huntington Beach, CA • Topographic Survey – Costa Mesa, CA – ROW and Surveying • University of California Topographic surveying for over 30 surveys at various locations on campus – Irvine, CA - ROW and Surveying • Wishing Tree Park Surveying – Torrance, CA - ROW and Surveying • Long Beach Gateway – Long Beach, CA - ROW and Surveying • RSCCD Campus Entrance Improvements at Santiago Canyon - ROW and Surveying
• Canyon Springs High School- Aquatics Center – Moreno Valley, CA • Newport Coast Community Center – Newport Coast, CA
• Lift Station and Beach Access Stairs Project – Laguna Beach, CA • West County Wastewater District (WCW) Plant Energy
Upgrades – Richmond, CA
• Escalon WWTP Expansion Study - Escalon, CA
• Sarival Water Reclamation Facility Conceptual Design Report – Goodyear, AZ
Name and Role
Experience, Education, &
Professional Registration Expertise Areas Related Project Experience

ZIRANG SONG, MS, PE

PROJECT MANAGER
Zirang Song has civil design/eng ineering experience spanning ba ck to 1990. From concept to final design and specifications, his areas of expe rtise include all areas of water infrastructure including swimming pool filtration system desi gn, lake system design, water storage, water feature/fountain desi gn, pump station design, water conveyance, and construction management. He has specific water feature expertise in concept design, site grading, mechanical engineering design of aquatic facilitie s, electronic controls , telemetry, advanced disinfection systems and hydraulics. Other resp onsibilities include construction support and coordination.

William Woollett Jr. Aquatic Center Pool Re-plastering Project – Irvine, CA The William Woollett Jr. Aquatic Center (Aquatic Center) is a swimming facility comprised of three pools, one Olympic size (50 meters x 25 yards) competition pool, one Olympic size (50 meters x 25 yards) diving pool and one instruct ional pool (25 meters x 25 yards). The City of Irvine needed the Aquatic Center pools to be re-plastered due to the lifespan of the existing pool plaster. Mr. Song served as the Project Manager for the design of the new pool surfaces and related waterline tiles, lane line tiles, target tiles, grates and fittings, that will last for a long period of time under different pool chemistry conditions. The design met competition pool requirements and the current State and County pool codes, as well as the current ADA standards. PACE provided the City with pool surface options benefits and drawbacks such as initial installation cost, material lifespan, pool star tup requirements, pool operation chemistry conditions, and selected the most suitable option achieving long term cost saving. PACE also prepared all required documents and a Pool Remodel to meet the County and City plan review requirements and assisted the City to obtain all necessary permits and approvals.

City of Santa Ana Memorial Pool Renovation – Santa Ana, CA Mr. Song was the Sr. Project Engineer for the Santa Ana Pool renovation project. He performed an assessment and developed engineering plans a nd specifications to renovate the 167-foot x 65-foot 50-year old pool system that services the local community in Santa Ana. The resulting solutions will meet current health and building codes and will reduce the City’s operations and maintenance costs.

Disneyland Hotel Pool Renovation – Anaheim, CA
As the Sr. Project Engineer, Mr. Song provided the engineering design for all the aquatic components of the Disneyland Hotel Courtyard Improvements project including the renovation of the Neverland Pool, design of the new North spa (200 square feet), South spa (200 square feet), Arroyo Pool (approximately 3500 square fe et), and the addition of a 4,000 square foot water play area called the Magical Springs Pool. The Magical Springs Pool has an 8' deep activity pool with water play components including geysers, pop jets, fountains, water pyrotechnics, four water slides and water slide structure including manmade rockwork that forms the base of the twenty-four-foot-high water slide. There were strict requirements for the operation of this new facility that went above and bey ond that of current code requirements. Given extensive existing infrastructure at the hotel, the use of Civil 3D and BIM modeling supported the design process and difficult utility coordination that was needed by identifying and resolving potential conflicts with the renovation design components.

Yountville Community Pool Evaluation – Yountville, CA
Mr. Song served as the Project Manager to provide engineering design services for the Yountville Community Pools – Children’s Pool pr oject. This project included the design and construction evaluation of the Children’s Pool with Zero Edge Entry and well as the design of the water features within the pool including one dew drop feature, one spout feature and one bubbler feature.

Spectrum Pool Design Specifications – Irvine, CA
Mr. Song assisted in the preparation of pool pe rformance design specifications for the pool contractors within the Irvine Company Apartment Communities to follow on all new pool

EDUCATION
M.S. / International Construction
Management, Nanyang
Technological University,
Singapore,
2000
B.S. / Mechanical Engineering,
Harbin Institute of Technology
China, 1983

YEARS OF EXPERIENCE
33+ Years
Joined PACE in 2000

REGISTRATIONS
Professional Engineer / CA
2005 / 69315

ZIRANG SONG, MS, PE

PROJECT MANAGER
- 2 -
construction projects. PACE provided the coordination with the design/build team to determine site requirements and constraints as well as performance specifications for the three different areas of Spec trum Park including Bryant, Logan , and Madison. The Madison pools and spas include a 3,050 square foot hourglass shaped pool with (2) 97 square foot spas. The Logan pools and spas include a 2,700 s quare foot oval shaped pool with (2) 95 square foot spas. The Bryant Pool is 4,875 square feet, with a 144 square foot wading pool and spa.

Canyon Club at Crystal Cove Pools and Spa – Newport Beach, CA The recreational pool project consists of one 75’ x 45’ junior Olympic competition pool, a 250 square foot wading pool, an 8-pe rson spa, and a 50 square foot bronze urn fountain located at the entrance to the pool area. Mr. Song was the Project Engineer, responsib le for the pool layout and mechanical pump station design.

Pavilion Park Pools – Irvine, CA
PACE was retained by the Valley Crest Design Group to provide design serves for The Irvine Company Pavilion Park Pools and Spa project. Mr. Song served as the Sr. Project Engineer to design on e five-lane Jr. Olympic swimming pool at 3,400 square foot, on e wading pool at 150 square foot, one spa at 150 square foot, and a mechanical equipment room. All of the pools are skimmer type with typical pool coping edge.

Sheraton Wild Horse Pass River Re-creation, Pools, Spas and Waterslide – Chandler, AZ Mr. Song served as Project Engineer responsible for the design of the resort’s pool and spa feature designs. He also designed a 1.5-mile long river re-creation that interweaved with the pool area and a signature rock formation and waterfall, which spans three floors in the hotel’s main bar area. The pool features included a 5,000 square foot Main Pool, a 3,600 square foot sports pool, a 15-foot-high windin g water slide, a splash pool, kiddy pool and two spas. Mr. Song was also responsible for the pool hydraulic system, filtration system, and water treatment system. The main pool featured a sand beach sloped entry that was later redesigned with Mr. Song’s assistance to eliminate the sand and prevent filtration clogging.

Westin Monache Pool and Spas – Mammoth Lakes, CA
Responsible for the design as Project Manager, Mr. Song designed the freeform 2,000 square foot outdoor pool and two large spas at 250 square foot and 800 square foot with multiple jets for each seat positions.

Westin Riverfront Pool and Spas – Avon, CO
Mr. Song provided design servic es for the pool and spas for this resort. The design for the 1,650 square foot three lane outdoo r lap pool features a salt water disinfection system. He also provided desi gn for the three rectangular shape d spas each 160 square foot w ith an infinity edge facing the adjacent to the river. The spas have temperature set differently than one another.

Pelican Hill Recreation Center Pools and Spas – Newport Coast, CA As Project Manager, Mr. Song’s responsibilities include pool layout and design, pool filtration system, and mechanical equipment. The Inn area contains an 8,200 square foot level deck salt water pool, a 900 square foot spa pool, and a 200 square foot spa. In the recreation area there is a 5,000 square foot skimmer salt water pool, a 250 square foot wading pool, and a 6-person spa. A significant aspect o f this particular project is the salt water disinfection system. This type of pool is noteworthy primarily due to its lower maintenance costs.

Terranea Resort Pools, Spas and Water Features – Rancho Palos Verdes, CA Mr. Song led the design team for all of the aquatic components in this new Southern California coastal resort. Aquatic components include a 4,500 square foot freeform pool featuring a saltwater disinfection system, a water 120 foot by 20 foot waterslide and plunge pool, a 16 foot by 60 foot two lane lap pool, two 200 foot spas and one in teractive waterplay fountain with 25 jets and color changing lig hts with a fogging effect. Mr. Song was also part of the design team for the resort day spa’s two hot tubs, two cold plunge pools and one 24’ x 75’ lap pool with three lanes for swimming. Addition ally, the golf course features two golf course irrigation / stormwater quality lake s totaling 1.5 acres.

Ritz-Carlton Pool and Spas, Lake Tahoe – Truckee, CA
Mr. Song provided design services for the Ritz-Carlton located in Truckee, California. Design services included the following: two circular spas with 12’ diameter and 8’ diameter respectively, one pool 2,300 square feet, one rectangular spa 250 square feet, and one rectangular spa 210 square feet.

Grand Residence Marriott Pool and Spa – Keystone, CO
Mr. Song served as Project Manager for the pool and spa design at this resort featuring a 1,150 square foot rectangular salt water pool with 8 spray jets lining the length at both sides shooting in an arch formation into the pool. The large, 840 square foot rectangula r spa features a 9 foot wide and 3 feet high waterfall that cascades through a scupper down a smooth wall. The spa also includes a seat island in its center. The pool and spa both have a controlled automatic cover.

MARK E. KREBS, PE

PRINCIPAL / QA/QC
Mr. Krebs has engineering and construction experience specific to water resources spanning back to 1988 with both public and private sector projects. His project design and construction experience includes all phases of infrastructur e, grading, drainage, stormwater treatment, roadway, water, sewer, reclaimed water, storage, distribution, wetland evaluation and mitigation, and a wide range of stormwater quality experie nce including manmade lake treatment BMP’s, and TMDL source control. He has highly specialized background in recreational pools and water play areas, water feature engineering, including both small and large-scale manmade lakes, formal fountains, streams, and waterfalls. In addit ion to the responsibility of being an officer of the company and President of PACE, Mr. Krebs maintains role as Principal/Sr. Project Manager and the lead design engineer on numerous water resource projects. Moreover, with his knowledge of operational and maintenance requirem ents of aquatic facilities, he imparts field technical support and construction administration services for water feature projects.

Disneyland Hotel Courty ard Aquatic Facility & Water Pl ay Area Renovation – Anaheim, CA
Mr. Krebs served as Principal / QA/QC overseei ng the design effort for of all the aquatic components for this project incl uding the renovation of the Neve rland Pool, design of the new North spa (200 sf), South spa (200 sf), Arroyo Pool (approximately 3,500 sf), and the addition of a 4,000 sf water play area called the Magical Springs Pool. The Magical Springs Pool has an 8” deep activity pool with water play components including geysers, pop jets, fountains, water pyrotechnics, four water slides and water slide structure including manmade rockwork that forms the base of the 24’ high water slide. The design involved careful planning and design execution to incorporate new equipment within the incred ibly tight equipment ro om footprint and to coordinate with many other utilities and infrastructure on the site.

San Diego Marriott Hotel Recreation Center Renovation – San Diego, CA Mr. Krebs served as Principal / QA/QC for the design of aquatic fa cilities at the Marriott Resort Recreation Center in San Diego. Mr. Sim prov ided renovation of a 3,400-sf swimming pool, 1,600-sf slide pool, and a 175-sf spa. He also provided engineering and mechanical design of a new 95 sf spa, two water walls, a waterplay area, and an outdoor water feature.

Pelican Hill Resort Pools - Newport Coast, CA
Mr. Krebs served as Principal / QA/QC to provide civil, mechanical and electrical engineering design for the Villa Recreation Center and In n area pools and spas at the Pelican Hills Development. PACE designed the pools, which were all skimmer pools with a typical pool coping edge, in the Villas Recreation Center and Inn Area. The Inn Area swimming pools have a surge tank (rim flow pool edge). Additionally, PACE performed an evaluation of disinfection systems alternatives, including saltwater treatment.

Sheraton Wild Horse Pass Resort - Chandler, AZ
As Principal, Mr. Krebs led the design efforts for the six separate pools that appear to seamlessly blend into the adjacent man-made 1.5 mile long river feature to pay homage to the roots of the Gila River Indian community. Situated along the west side of the resort is a 5,000 SF Main Pool with a faux sand sloped entry, a 3,600 SF sports pool, a 15 foot high winding water slide, a splash pool, kiddy pool and two spas. PACE al so designed a signature rock formation and waterfall, which spans three floors in the hotel’s main bar area, and sign ifies the origination of the river re-creation.

Santa Ana Memorial Pool and Civic Center Fountain Renovation – Santa Ana, CA Mr. Krebs served as Principal / QA/QC for assessment consulting services and engineering design services for the rehabilitation of th e Memorial and Civic Center Fountain #1. An assessment was performed on Fountain #1 evaluating waterproofing, nozzles, piping, chemistry control and delivery, pump, filtration, materi als and lighting and im provement plans were developed to rehabilitate the fo untain equipment and enhance the aesthetics of the fountain’s shell. The 167' x 65' pool system originally co nstructed in 1961 develo ped operational issues and increased maintenance costs resulting from cracking, leaks, and black algae. PACE oversaw a thorough assessment of the existing system and determined the minimum level of action necessary to rectify the pool's issues and reduce the City's operational and maintenance

EDUCATION
B.S. / Civil Engineering
(cum laude)
Structures & Hydraulics, University of
Kentucky, 1988

YEARS OF EXPERIENCE
36 Years
Joined PACE in 1989
With others over 2 years

REGISTRATIONS
Professional Engineer / AZ
1993 / 27388
Professional Engineer / CA
1992 / 049292
Professional Engineer / CO
2000 / 34093
Professional Engineer / KY
1993 / 17891
Professional Engineer / NV
1994 / 10587
Professional Engineer / NM
1997 / 13635
Professional Engineer / UT
1996 / 32137

AFFILIATIONS
American Concrete Institute,
ACI 230, Soil Cement Committee
Chairman
American Society of Civil Engineers
(ASCE)
American Water Works Association
(AWWA)
Floodplain
Management Association (FMA)
Water Environment
Federation (WEF)
Tau Beta Pi, Chi Epsilon
Eagle Scout - Boy Scouts of America

MARK E. KREBS, PE

PRINCIPAL / QA/QC
- 2 -
cost. The evaluation included an audit of equipment and operations to ensure current Health Department and California Building codes were met, and determined that the mechanical pumping system was out of compliance. Final recommendations and design services were performed to repair the pool shell including waterp roofing, plaster, fittings, lighting, and tile.

Decking renovations were also recommended and the pumping system was redesigned to comply with current Health Department codes including a new pump as well as repair of cracks in the pump station room. A ch emical storage room was also designed to provide proper ventilation.

Point Hilton at Squaw Peak Aquatic Facilities – Phoenix, AZ Mr. Krebs served as project manager responsible for executing a bold vision to transform the Point Hilton’s outdoor space into a destination oasis. The water park designed boasts swimming pools, waterfalls, a lazy river for tubers, a sp a, “tad pool”, and a water slide. PACE was responsible for all water feature designs incorporating the natural rock formation which has been the centerpiece for the area since the resort op ened in 1977. These designs consisted of a 5,000 square foot free form swimming pool with free falling waterfalls crashing into it. A 2,000 square foot sport pool capable of having 2 wa ter volleyball courts an d also water basketball courts. A 90 square foot spa. A 250 square foot wading pool for the younger children. A 135 linear foot water slide dropping 18 vertical feet into a 300 square foot pool at the bottom. And the main attraction is the quarter mile long lazy river, “Rio Rico” ride which goes around the natural rock formation.

Long Beach Aquarium of the Pacific Wave Fountain Rehabilitation – Long Beach, CA Mr. Krebs served as Principal and provided re novation design concep ts and oversaw quality control of plans developed for the rehabilitation of the wave fountain at the entrance to the Long Beach Aquarium to restore operation to the orig inal design intent. Operational issues including mechanical, electrical, controls and structural issues associated with the operation of the fountain were addressed with a phased plan for implementation to align with available budget for the renovation. The first phase resolves the pressure issues of the fountain by adding more pressure relief devices. It also includes structural re-design of the equipment supports in the pump station since supports were inadequate to handle the pressures on the pipelines which caused the flooding in the pump station. The electrical controls were also revised to provide human interface and DMX controllers to facilitate the programming of the fountains using current technology. The electrical panels were relo cated in the pump station to provide a safer environment during maintenance operations by staff.

Louisville Waterfront Park Water Features – Louisville, KY Mr. Krebs served as Project Manager, leading th e design of engaging water features brought to life by 19 pumps, 112 valves and over 220 lights. Water cascades from pool to pool over descending limestone steps that lead to the Ohio River. Water cannons shoot 15-foot high arches over five pedestrian bridges. To ensure the intended water feature effects were realized, physical modeling of the fog-effect desired from the fountains was constructed, as well as the water cannons to ensure the ideal shape and reach of the cannons.

Thanksgiving Point 50-Foot Tall Waterfall – Lehi, UT
Mr. Krebs served as Project Manager leading the design of a signature feature for the development a set of waterfalls dropping 40,000 gallons per minute over 50 feet and creating the backdrop for an outdoor amphitheater. The Thanksgiving Point water feature utilizes over 42,000 square feet of glass fiber reinforced co ncrete (GFRC) man-made rock installed in a 500-foot long formation that ranges in height from 25 to 50 feet. PA CE also provided design for the 65 MGD pump station for the water features.

PUBLICATIONS
Soil-Cement Stands the Test of Near
Record Breaking Rainfall in Southern
California –
Soil Cement Solutions

Flood and Environmental Protection –
Portland Cement Association

American Concrete Institute Report on
Soil Cement

LA County Approves Soil Cement for
Innovative Flood Protection – Land
and Water

Design of Fish Passage Mitigation
Measures for Flood Control Channels

Integrating Urban Design into Flood
Protection Facilities

Streambank Stabilization with Geogrid
System.

Levee Design for Flood Protection on
Alluvial Fans

Design of Channel Flow Diversion
Facilities for Habitat Irrigation

PATENTS RECEIVED
6,132,614
Modular Wastewater
Treatment System

6,168,349
System for Lining a
Bank of a Waterway

BINH LE, EIT

PROJECT ENGINEER
Binh Le has civil engineering experience span ning back to 2014. His hands-on experience includes pools, spas, interactive water features, entry features, and fountains. In addition to designing complex water feature systems, Mr. Le provides coordination on all levels of plan set development including coordination with Ar chitecture, MEP, Landscape Architecture, Structural Engineers, Geotechnical Engineers and other discipline. He also provides technical memos, design memos, construction documents, and detailed technical specification for all water feature projects. His pool and spa expertise extends into all aspects of pool design for ground and high rise buildings including pool edge, filtration systems, disinfection systems, temperature systems, high pressure pumps, light ing, and field inspection to work within the desired location.

William Woollett Jr. Aquatic Center Pool Re-plastering Project – Irvine, CA The William Woollett Jr. Aquatic Center (Aquatic Center) is a swimming facility comprised of three pools, one Olympic size (50 meters x 25 yards) competition pool, one Olympic size (50 meters x 25 yards) diving pool and one instructional pool (25 meters x 25 yards). The City of Irvine needed the Aquatic Center pools to be re-plastered due to the lifespan of the existing pool plaster. Mr. Le served as the Project Engineer for the design of the new pool surfaces and related waterline tiles, lane line tiles, target tiles, grates and fittings, that will last for a long period of time under different pool chemistry conditions. The design met competition pool requirements and the current State and County pool codes, as well as the current ADA standards. PACE provided the City with pool surface options benefits and drawbacks such as initial installation cost, material lifespan, pool startup requirements, pool operation chemistry conditions, and selected the most suitable option achieving long term cost saving. PACE also prepared all required documents and a Pool Remodel to meet the County and City plan review requirements and assisted the City to obtain all necessary permits and approvals.

La Mirage Pool Facilities Renovation – San Diego, CA
Mr. Le served as the Design Engineer for the aquatic consulting services provided for six different bodies of water for an existing apartment community for The Irvine Company including a new 4,720 square foot lap pool including new construction, and renovation design services for an existing 4,790 square foot small pool renovation, an existing 1,477 square foot big pool, and three (3) existing spas, each between 71-75 square feet, with each being a skimmer style with plaster finish.

Pechanga Resort & Casino Pool Remodel – Temecula, CA
Mr. Le served as the Design Engineer for the renovation plan for the existing Pool ‘D’ Area for Pechanga Resort. The existing spa ‘D1’ and spray ground abjection to pool ‘D’ were removed to be used as a new area for pool ‘D’. Pool ‘D’ was extended to 3,000 square feet and was remodeled with new pool components and a plaster finish. This project was expedited to meet the schedule’s short time frame.

Hotel Del Coronado Pool Renovation – Coronado, CA
As the Design Engineer, Mr. Le made renovations for the existing pool and spa area at Hotel Del Coronado and replaced an existing water feature with a wading pool. PACE also designed a new equipment room complete with all mechanical equipment for the water features.

Orchard Hills’s Orchard Terrace Park, Orchard Vista Park, PA1 Neighborhood 3 Park 1, and PA1 Neighborhood 3 Park 2 – Irvine, CA
Mr. Le served as the Design Engineer to desi gn multiple aquatic facilities for the Irvine Company at Orchard Hills including one Jr. Olympic pool, three lap pools, four spas, and three wading pools.

Eastwood Village’s Eucalyptus Park and Mosaic Park – Irvine, CA Mr. Le served as the Design Engineer to desi gn two Jr. Olympic pools, two spas, and two wading pools for the Irvine Company at Eastwood Village.

EDUCATION
Bachelor of Science – Civil Engineer
University of California, Fullerton

YEARS OF EXPERIENCE
9 years
Joined PACE in 2014

REGISTRATIONS
EIT
Certificate No. 153895

BINH LE, EIT

PROJECT ENGINEER
- 2 -
Cypress Village’s Arbor Park – Irvine, CA
Mr. Le served as the Design Engineer to design a lap pool and spa for the Irvine Company at Cypress Village’s Arbor Park.

Portola Springs’s Orchard View Park, Center Terrace Park, Village Square Park, Greenfield Park, and Plateau Park – Irvine, CA Mr. Le served as the Design Engineer to design multiple aquatic facilities for the Irvine Company at Portola Springs including four lap pools, three Jr. Olympic pools, seven spas, and four wading pools.

New Century Plaza Pool – Los Angeles, CA
PACE designed multiple water features per building and safety code for the restoration of the Century Plaza Hotel and Residencies. The newly renovated hotel added two new 46 story towers in addition to the original hotel. PACE designed two 504 square foot infini ty edge pools and one spa on the hotel rooftop, two 900 square foot sk immer pools and two spas on the amenity deck, and six 230 square foot infinity edge residential pools with three of those pools on the North tower, and three on the South tower. Mr. Le used his ext ensive knowledge of the Myrtha Pool Technology to install the Myrtha system for the design of these water features, which is a custom manufactured product based on the process of using hot calendaring rigid PVC sheets to modular stainless steel self-supporting panels, creating an ideal waterproof system for high rise buildings.

One Beverly Hills – Beverly Hills, CA
Mr. Le designed two pools on podium for One Beverly Hills. The 1, 200 square foot pool for the North Tower and a 2250 square foot pool for the South Tower are composed of stainless steel walls lined with PVC to reduce the weight on the structure and provide superior water holding capability compared to traditionally constructed pools. He applied his Myrtha pool knowledge to these two pools includi ng a soft padding structural foam lines the floor of each pool for extra safety, comfort, and ex tended waterproofing. Mr. Le also utilized a stainless steel heat exchanger for these pool systems to heat the water providing the most environmentally friendly way to keep the pool at comfortable water temperatures.

Rolling Hills Club House Aquatic Facilities – Rancho Palos Verdes, CA As the Design Engineer, Mr. Le designed a 6 lane lap pool, a zero edge kids wading pool, and a 250 square foot spa. Additionall y, he designed one wade fountain with scuppers and an interactive fountain.

Ivy Station Hotel and Residences Aquatic Facilities – Culver City, CA As the Design Engineer, Mr. Le designed multiple water features for Ivy Station’s landscape architecture located on a 5.2 acre flat. The water features include one 542 square foot pool and one spa partially flushed and part raised for the residential/apartment area, one 600 square foot infinity edge pool for the hote l on the roof level with a stainless steel shell, and four different fountains. Thes e four natural looking fountains include a boulder water feature that produces relaxing white water sounds, a cascading fountain, a runnel, and a unique spray ground that works in conjunction with a spillway water feature.

Town and Country Resort Renovation Aquatic Facilities – Mission Valley, CA PACE made renovations and designed new aquatic components to the Town and Country Resort Pool area including a resort main pool at 4,055 square foot with beach entry pool, spas with one raised edge, a slide splash pool, water slide coordination, and a wading pool for kids. Mr. Le served as the Design Engineer for this project and provided coordination with the design team. Mr. Le also provide d coordination and field support for services during construction.

Four Season Resort and Residences Napa Valley Aquatic Facilities – Calistoga, CA Mr. Le served as the Design Engineer for four in-ground skimmer pools including a zero-edge entry family pool and infinity edge adult pool in the pool building, a partially raised an d partially flushed residential pool in the residence area, and a presidential pool located in the villas. Three structural spas were also designed by Mr. Le including an adult spa and family spa in the pool building, both containing wall emitters, and a main spa in the spa garden. He also designed tw o fountains in the lodge area, tw o steam decks in the spa garden , and two boulder water features in the spa garden to add to the Hotel’s modern look.

Parcel L2 Pool and Spa – Washington, DC
PACE designed a rooftop concrete pool at 350 square feet, a 120 square foot stai nless steel spa using Myrtha technology with a raised edge, and a 40 square foot cold plunge using stainless steel by My rtha technology with a water temperature of 50-50 F for Parce l L2 in Washington DC. Mr. Le served as the Design Engineer and designed the Myrtha Stainle ss Steel Pool Technology for the spa and col d plunge.

Monterey Park Towne Centre – Monterey Park, CA
Mr. Le served as the Design Engineer to de sign a 1,200 square foot main pool and a 15 0 square foot spa in the Monterey Park Tow ne Centre.

RYAN CHING

CAD DESIGNER
Ryan Ching has over 18 years of experience designing pools, spas, water features, fountains, and lakes and is responsible for the overall CAD production of the Recreational Water Division.

From project start (exhibits, sketch design co ncept) to finish (construction documents), he manages all CAD related tasks while implementing and maintaining CAD design standards and procedures. He works closely with project managers and engineers throughout the entire design process and conducts quality check plan sets, making sure the design conforms to company standards before submit ting to the client. Additional ly, he provides guidance and direction to the CAD team to ensure operational and technical excellence.

William Woollett Jr. Aquatic Center Pool Re-plastering Project – Irvine, CA The William Woollett Jr. Aquatic Center (Aquatic Center) is a swimming facility comprised of three pools, one Olympic size (50 meters x 25 yards) competition pool, one Olympic size (50 meters x 25 yards) diving pool and one instructional pool (25 meters x 25 yards). The City of Irvine needed the Aquatic Center pools to be re-plastered due to the lifespan of the existing pool plaster. Mr. Ching served as the CAD Designer for the design of the new pool surfaces and related waterline tiles, lane line tiles, target tiles, grates and fittings, that will last for a long period of time under different pool chemistry conditions. The design met competition pool requirements and the current State and County pool codes, as well as the current ADA standards. PACE provided the City with pool surface options benefits and drawbacks such as initial installation cost, material lifespan, pool startup requirements, pool operation chemistry conditions, and selected the most suitable option achieving long term cost saving. PACE also prepared all required documents and a Pool Remodel to meet the County and City plan review requirements and assisted the City to obtain all necessary permits and approvals.

La Mirage Pool Renovation – San Diego, CA
Mr. Ching served as the CAD Desi gner for the aquatic consultin g services provided for six different bodies of water for an existing apartment community for The Irvine Company including a new 4,720 square foot lap pool including new construction, an existing 4,790 square foot small pool, an existing 1,477 square foot big pool, and three (3) existing spas, each between 71-75 square feet, with each being a skimmer style with plaster finish.

Disneyland Hotel Pool Renovation – Anaheim, CA
As the CAD Designer, Mr. Ching provided the CA D production for all the aquatic components of the Disneyland Hotel Courtyard Improvemen ts project including the renovation of the Neverland Pool, design of the new North spa (200 square feet), South spa (200 square feet), Arroyo Pool (approximately 3500 square feet), and the addition of a 4,000 square foot water play area called the Magical Springs Pool. The Magical Springs Pool has an 8' deep activity pool with water play components including geys ers, pop jets, fountains, water pyrotechnics, four water slides and water slide structure including manmade rockwork that forms the base of the twenty-four-foot-high water slide. Given exte nsive existing infrastructure at the hotel, the use of Civil 3D and BIM modeling supported the design process and difficult utility coordination that was needed by identifying and resolving po tential conflicts with the renovation design components.

Pechanga Resort & Casino Pool Remodel – Temecula, CA
Mr. Ching served as the CAD Designer for the renovation plan for the existing Pool ‘D’ Area for Pechanga Resort. The existing spa ‘D1’ and spray ground abjection to pool ‘D’ were removed to be used as a new area for pool ‘D’. Pool ‘D’ was extended to 3,000 square feet and was remodeled with new pool components and a plaster finish.

Hotel Del Coronado Pool Renovation – Coronado, CA
Mr. Ching served as the CAD Designer for the r enovation made to the existing pool and spa area at Hotel Del Coronado and the replacement of an existing water feature with a wading pool. PACE also designed a new equipment room complete with all mechanical equipment for the water features.

EDUCATION
B.S. / Computer Science Coursework
Ama Computer College, Philippines
(2000-2003)

Computer Science Transfer Program
Coursework
Cypress College, Cypress CA (2004)

YEARS OF EXPERIENCE
18+ Years
Joined PACE in 2005

REGISTRATIONS
Certified Aquatic Facility Operator
(2018)

AFFILIATIONS
National Recreation and Park
Association

RYAN CHING

CAD DESIGNER
- 2 -
Orchard Hills’s Orchard Terrace Park, Orchard Vista Park, PA1 Neighborhood 3 Park 1, and PA1 Neighborhood 3 Park 2 – Irvine, CA
Mr. Ching served as the CAD Designer for the design of multiple aquatic facilities for the Irvine Company at Orchard Hills incl uding one Jr. Olympic pool, three lap pools, four spas, and three wading pools.

Eastwood Village’s Eucalyptus Park and Mosaic Park – Irvine, CA Mr. Ching served as the CAD Designer for the design of two Jr. Olympic pools, two spas, and two wading pools for the Irvine Company at Eastwood Village.

Stonegate’s Mockingbird Park and Swallows Park – Irvine, CA Mr. Ching served as the CAD Designer for the design of multiple aquatic facilities for the Irvine Company at Stonegate includin g two Jr.

Olympic pools, two spas, and two wading pools.

Cypress Village’s Arbor Park – Irvine, CA
Mr. Ching served as the CAD Designer for the design of a lap pool and spa for the Irvine Company at Cypress Village’s Arbor Park.

Portola Springs’s Orchard View Park, Center Terrace Park, Tomato Springs park, Valley Vist a Park, Village Square Park, Greenfield Park, and Plateau Park – Irvine, CA
Mr. Ching served as the CAD Designer for the design of multiple aquatic facilities for the Irvine Company at Portola Springs including four lap pools, three Jr. Olympic pools, seven spas, and four wading pools.

One Beverly Hills Pools – Beverly Hills, CA
As the CAD Designer, Mr. Ching provided the CAD production for the two pools that PACE designed on podium for One Beverly Hills. The 1200 square foot pool for the North tower and a 2250 square foot pool for the South tower are composed of stainless steel walls lined with PVC to reduce the weight on the structure and provide superior water holding capability compared to traditionally constructed pools.

Ivy Station Hotel and Residences Pools, Spa, and Water Features – Culver City, CA As the CAD Designer, Mr. Ching provided the CAD production for multiple water features for Ivy Station’s landscape architecture located on a 5.2 acre flat. The water features include one 542 square fo ot pool and one spa partially flushed and part raised for the residential/apartment area, one 600 square foot infinity edge pool for the hotel on the roof level with a stainless steel shell , and four different fountains. These four natural looking fountains include a boulder water feature that produces relaxing white water so unds, a cascading fountain, a runnel, and a unique spray ground that works in conjunction with a spillway water feature.

Bradbury Residence Swimming Pools – Culver City, CA
Mr. Ching served as the CAD Designer for the pool, spa, and mech anical equipment room that were designed by PACE for a resident ial project in Culver City, CA.

Rolling Hills Club House Pool, Spa, and Fountains – Rancho Palos Verdes, CA Mr. Ching served as the CAD Designer for a 6 lane lap pool, a zero edge kids wading pool, and a 250 square foot spa. Additionally, PACE designed one wade fountain with scuppers and an interactive fountain.

Lake Forest Community Association Swim Lagoon Renovations – Lake Forest, CA PACE was contracted to perform the conceptual design, design deve lopment plans and construction do cuments to reno vate the swim lagoon for the Lake Forest Community Association. The existing sw im lagoon had severe water quality issues and was closed by th e Orange County Health Care Agency due to issu es related to clarity. Mr. Ching served as the CAD Designer for the design of the n ew 400,000 gallon, 20,000 square foot swim lagoon, which provides sand beach areas simulating a natural swimming environment. The pool water quality is significantly improved by the new design and has been commended by the Orange County Health Agency. The design is maintenance-friendly and required innovative design to work with existing conditions. Also, the design of the beach shoreline p revents algae growth in the sand media by allowing disinfected water to be circulated through the sand.

26461 Rancho Parkway South, Lake Forest, CA 92630 Tel: 949.916. 3440 Fax: 949.916.3445 www.spirestructures.com

Resume of Experience

Alexandros Bletsos, SE
Principal

Education:

Master of Science, 2001 Bachelor of Science, 2000
California State University, Sacramento University of Californi a, Davis Major: Civil Engineering (Structural) Major: Civil Engineering (Structural)

Registration:

Registered Structural Engineer, License S5659 (CA)
Registered Professional Engineer in Civil Engineering, License C68288 (CA)

Work Experience:

Spire Structural Engineering Inc. 2012-Present
Laguna Hills, CA Principal
Principal of the company responsible for managing a group of engineers and drafters on a wide range of projects. Responsible for the entire project cycle from writing proposal, structural design, getting the project through plan check, and the construction phase. Projects include equipment anchorage for hospitals, tenant improvements, and structural analysis of the structure of specific equipment. The majority of the projects fall under OSHPD jurisdictions.

John A. Martin & Associates 2004- 2012
Los Angeles, CA Senior Project Engineer
Senior project engineer for a wide range of projects that include new design (commercial and public), retrofits, equipment anchorage, and non-linear analysis. The list of projects encompasses a diverse array including office buildings, schools, hospitals, and commercial. Projects covered all types of materials and structural systems. Several of the projects worked on were under DSA and OSHPD jurisdictions.

ABS Consulting (formerly EQE International) 2002-2004
Irvine, CA Design Engineer
Design engineer that designed and detailed seismic retrofits for several concrete tilt up retrofits.

Performed calculations and detailed drawings for several interior remodels. Designed anchorage for electrical, mechanical, and medical equipment. Developed response spectra for several concrete vaults using the soil structure interaction program SASSI.

26461 Rancho Parkway South, Lake Forest, CA 92630 Tel: 949.916. 3440 Fax: 949.916.3445 www.spirestructures.com

Project Experience (Spire Structural Engineering Inc.):

Orchard Hills – Orchard Terrace Park, Orchard Vista Park, PA1 Neighborhood 3 Park 1, and PA1 Neighborhood 3 Park 2, Irvine, CA: structural engineering services for Jr. Olympic pool, lap pools, spas, and wading pools.

Eastwood Village – Eucalyptus Park and Mosaic Park, Irvine, CA: structural engineering services for Jr. Olympic pools, spas, and wading pools.

Stonegate – Mockingbird Park and Swallows Park, Irvine, CA: structural engineering services for Jr. Olympic pools, spas, and wading pools.

Cypress Village – Arbor Park, Irvine, CA: structural engineering services for lap pool and spa.

Portola Springs – Orchard View Park, Center Terrace Park, Tomato Springs park, Valley Vista Park, Village Square Park, Greenfield Park, and Plateau Park, Irvine, CA: structural engineering services for lap pools, Jr. Olympic pools, spas, and wading pools.

Pechanga Resort & Casino Pool Remodel, Temecula, CA: structural engineering services for pool remodel.

Town and Country Resort Renovation Aquatic Facilities, Mission Valley, CA: structural engineering services for main pool, wading pool, and spas.

Ivy Station Hotel and Residences Aquatic Facilities, Culver City, CA: structural engineering services for pools, spa, and fountains.

Four Seasons Calistoga Hotel Pool & Spa, Calistoga, CA: structural engineering services for pools and spas.

Hoag Dialysis Center, Newport Beach, CA: equipment anchorage, tenant improvement, and canopy design.

Kaiser Permanente Medical Center, Baldwin Park, CA: MRI and chiller anchorage, tenant improvement, and coordination of MRI magnet removal.

Kaiser Permanente Medical Office Building, Montebello, CA: UPS, storage rack, electrical anchorage.

Farrell’s Ice Cream Parlor & Restaurant, Brea, CA: tenant improvement of existing building.

San Diego Taz Exhibit, San Diego, CA: seven “tree like” structures for housing birds.

Project Experience (John A. Martin & Associates):
650 Newport Center Drive, Newport Beach, CA: 18-story steel SMF above grade (414,000 sq. ft). 2900 Main, Irvine, CA: 12-story steel SMF above grade.

Tom Bradley International Terminal Loading Docks at LAX, Los Angeles, CA: two-story steel SMF above grade.

Valley Region Middle School #3, Sun Valley, CA: 3-two story steel SCBF buildings (48,000 sq. ft). 9201 W. Sunset Blvd. Parking Garage, Hollywood, CA: one story steel SCBF garage.

Rosedale Multipurpose Building, Rosedale, CA: one story wood building.

Cross Cultural Center at UC Irvine, Irvine, CA: two story wood building.

Rosamond Fire Station No. 15, Rosamond, CA: one story wood building.

San Marcos High School (buildings B and C), San Marcos, CA: two story concrete tilt-up buildings.

Gilroy Public Library, Gilroy, CA: two story concrete shear wall building.

26461 Rancho Parkway South, Lake Forest, CA 92630 Tel: 949.916. 3440 Fax: 949.916.3445 www.spirestructures.com

3300 Wilshire, Los Angeles, CA: 11-story concrete shear wall above grade.

Project Experience (ABS Consulting):

Watson Land Company, Carson, CA: one story concrete tilt-up seismic retrofits (multiple buildings).

Newport Beach’s Back Bay, Newport Beach, CA: 3 - one story wood buildings.

California State Prison, Sacramento, CA: renovation of the gymnasium and work center.

Professional Organizations:

Structural Engineers Association of Southern California (SEAOSC)

STATEMENT OF QUALIFICATIONS | FIRM

NAME OF FIRM

SQUARE [1] Design Group
10451 Samoa Drive
Huntington Beach, CA 92646
T 560.900.5862
www.SQ1DesignGroup.com
Partnership / Firm Type
A258769 / License Number
90-0510716 / dĂǆ/ĚĞŶƚŝĮĐĂƚŝŽŶEƵŵďĞƌ

EXECUTIVE SUMMARY

SQUARE [1] Design Group is a small, local, emerging enterprise based in Orange County; yet brings broad personal experiencein Water Treatment project design and construction. Our ƐƚĂĨĨƐŽĨŚŝŐŚůǇƋƵĂůŝĮĞĚŝŶĚŝǀŝĚƵĂůƐŚĂǀĞ been involved in all aspects of new buildings and renovation projects, utility and infrastructure upgrades.

We are familiar ǁŝƚŚƚŚĞƚĂƐŬƐƌĞƋƵŝƌĞĚƚŽĨƵůĮ ll the scope of work related to the design, agency processing, and construction of Water Treatment projects. You can be assured w e can effectively and efficiently manage your ƉƌŽũĞĐƚƐĨƌŽŵƐƚĂƌƚƚŽĮnish.

SERVICES

Basic services provided by SQUARE [1] Design Group include all typical project phases. These are SchematicDesign, including Existing Facility Surveys, Design Development, Construction Documents (prepared with 3D Modeling), Agency Submittals and Representation, Bid Representation, ConstructionAdministration, Project Closeout including Agency Certification. Cost Estimating is provided at appropriate intervals as required for budget coordination, funding applications, bidanalysis, and change order negotiation.

STAFF

SQUARE [1] Design Group is a passionate and dedicated team, built around the minds ofinnovative professionals. With a creative vision for architectural design, research, and development, SQUARE [1] Design Group has extended its outstanding service to clients of all industries, relying upon the strikingdepth of skills, experience, and knowledge of many talented individuals.

Partners of the firm, Khanh Doan , and Jack Wilinski have worked continuously with cities throughout Southern California and Arizona in realizing award winning solutions to client needs.

JACK WILINSKI, AIA,Partner, will be an architect of record and an active participant in the design process. He will provide the continuity to direct detailed project development w ith the architectural and engineering team members as plans and specifications proceed. His close working relationship with local agencies provides a strong link to the emerging issues constantly facing public clients as they look to improve and expand their facilities. Mr.

Wilinski is committed to providing the type of personal service that has led to a continuing relationship with all of our public clients over many years.

KHANH DOAN,will serve as the Senior Designer of your proposed p roject. He currently directs the firm’s design direction.He will administer the architectural design te am, and serves as the point-of-contact. Mr.

Doan brings extensive personal experience in Public, Municipal and Education project design and construction. His proactive approach, responsiveness to client needs, and talent to lead problem-solving staff result in successful projects running smoothly, staying o n schedule, and being delivered under budget.

EDUCATION

STATEMENT OF QUALIFICATIONS | FIRM

x Bachelor of Architecture/ California State Polytechnic University /Pomona, CA.

SELECT PROJECT EXPERIENCE

Modernization & New Construction of over 50 Water Treatment Facilities located in California and Arizona. Scope of work includes site analysis (ADA path of travel), California Building Code Compliance, design documents that illustrate refinement of design, form, character and appearance of the building, design water laboratory to support testing and analyzing wastewater treatment, design of HVAC syst em and provide Title 24 Energy Compliance Analysis.

RELATED PROJECTS EXPERIENCE

CANYON SPRINGS HIGH SCHOOL AQUATICS CENTER
Moreno Valley, CALIFORNIA

NEWPORT COAST COMMUNITY CENTER
Newport Coast, CALIFORNIA

SANTA MONICA SUSTAINABLE WATER INFRASTRUCTURE PROJECT
Santa Monica, CALIFORNIA

MOUNTAIN HOUSE WATER RECYCLING FACILITY / Phase III Expansion Tracy, CALIFORNIA

EARVIN MAGIC JOHNSON PARK WATER TREATMENT PLANT / City of Los Angeles Los Angeles, CALIFORNIA

PACIFIC GROVE WATER RECLAMATION FACILITY /City of Pacific Grove Pacific Grove, CALIFORNIA

REDONDO BEACH – RINDGE PUMP STATION /City of Redondo Beach Redondo Beach, CALIFORNIA

VISTA CANYON WATER RECYCLING FACTORY /City of Santa Clarita Santa Clarita, CALIFORNIA

SHOW LOW WASTE WATER TREATMENT PLANT / City of Show Low Show Low, ARIZONA

LATHROP CONSOLIDATED TREATMENT FACILITY / City of Lathrop Lathrop, CALIFORNIA

FRIANT RANCH WATER RECYCLING FACILITY / City of Friant
Fresno, CALIFORNIA

SANTA PAULA Water Treatment Facility
City of Santa Paula, CALIFORNIA

ASANTE SPA-2 Water Treatment Facility
Surprise, ARIZONA

RESUMES / David Mackey 1

David
Mackey, PLS

EDUCATION
BS, Civil Engineering, Cal Poly Pomona

YEARS OF EXPERIENCE
22 years
Huitt-Zollars

REGISTRATIONS
Professional Land Surveyor (PLS 8912)

David Mackey has 22 years of experience in the preparation of Tract Maps, Parcel Maps, Records of Survey, Right-of-Way maps, Legal Descriptions, ALTA Surveys and Lot Line Adjustments. He has been involved in numerous rehabilitation projects for parks, streets and intersections using conventional survey, GPS survey and scanning. David coordinates field crews, processing field work and delivers final CAD product and has extensive survey experience in Southern California.

RELATED EXPREIENCE
Wishing Tree Park – Torrance, CA
As Project Surveyor, Mr. Mackey was responsible for field coordinating for wishing tree park project. This included coordination of office and field staff of the topographic survey and final delivery. Field survey included all hardscape features, water features, utilities, trees and surrounding walls. Office work included reviewing the Preliminary Title Report, establishing the property boundary, plotting easements and the field coordination of the topographic survey.

RELATED EXPREIENCE
Pacific Electric Bike Trail – Upland, CA
As Project Surveyor, Mr. Mackey was responsible for field coordinating for the bike trail project. This included coordination of office and field staff of the topographic survey and final delivery. Field survey included 50 foot sections along trail, all hardscape features, utilities, trees, HCR and other trail features (trail length 2,500 feet). Office work included preparing a final topo in CAD that included features and contours.

Project
Manager

Arumugam (Alva) Alvappillai, Ph.D., PE, GE
Principal Engineer / Partner

EDUCATION
Ph.D. Geotechnical Engineering, 1992
University of Oklahoma
Norman, Oklahoma
M. Eng. Structural Engineering, 1988
Asian Institute of Technology
Bangkok, Thailand
B.S. Civil Engineering, 1984
University of Peradeniya
Sri Lanka

PROFESSIONAL REGISTRATIONS
State of California, Registered Civil Engineer, No. C053887 State of California, Registered Geotechnical Engineer, No. G.E.2504

PROFESSIONAL INVOLVEMENT
Member, American Society of Civil Engineers
Member, Chi Epsilon, National Honor Society for Civil Engineers

RELEVANT EXPERIENCE
Dr. Alvappillai has more than 20 years’ experience managing and working on various civil public works projects and geotechnical engineering projects in souther n California. He also has experience in structural analysis and design, particularly in t he area of foundation engineering.

Alva’s primary responsibilities include project management, sei smic hazard assessments, project planning/scoping, planning of field investigations, analytical and computer analysis of a wide range of projects, budget management, and report writing. Geotechnica l experience includes projects related to settlement and expansive soils, foundation engineeri ng, slope stability, landslide and earthquake engineering. Dr. Alvappillai has also performed third party geotechnical rep ort review and structural plan review services for the City of San Dimas as well as for the City of Anaheim.

During his career, Dr. Arumugam Alvappillai, Ph.D. has undertaken the following relevant projects:

REPRESENTATIVE PROJECTS
Design Phase
City of Irvine – Yale Avenue Pavement Rehabilitation Project - Principal Engineer American Geotechnical performed a Falling Weight Deflectometer survey of 5,900 feet of existing roadway and advanced subsurface soil testing for pavement design alternatives.

ARUMUGAM ALVAPPILLAI
2 ALVA ALVAPPILLAI RESUME PUBLIC WORKS JULY 2016
City of Fountain Valley - Sewer Line Repair Project (CivilSource, Inc.) - Principal Engineer/Project Manager
The project consists of replacing portions of existing sewer lines at a total of seven different locations in the City of Fountain Valley. American Geotechnical investigated all seven locations and provided geotechnical recommendations for the design and construction of the replacement sewer pipes. Field investigation consisted of drilling of one boring at each of the proposed sewer replacement locations. Recommendations were provided in a written report and included geotechnical criteria for temporary excavations and pipe design.

City of Stanton - Thunderbird Lane Sewer Improvement Project (CivilSource, Inc.) - Principal Engineer/Project Manager
A geotechnical investigation for the replacement of a portion of a sewer line in the City of Stanton was performed. The field investigation included drilling of two small diameter borings along the alignment of the new sewer line. A written report with the recommendations for temporary excavations, pipeline design and other geotechnical considerations was provided.

East Orange County Water District - Emergency Generator Pad for Water Supply Sidehill Booster Pump - Principal Engineer
Provided geotechnical engineering services for earthwork recommendations and foundation design for a proposed emergency generator pad for an existing sidehill booster pump. The scope of work included geologic reconnaissance of an existing hillside, subsurface exploration, laboratory testing to engineering analysis for development of earthwork recommendations and preparation of foundation and retaining wall design criteria.

El Toro Water District Water Treatment Facility Expansion, Laguna Hills, CA (PACE) - Principal Engineer
Performed geotechnical engineering investigation for earthwork recommendations and foundation design for a proposed treatment facility expansion for above ground water reservoirs.

East Orange County Water District – Seismic Hazard and Slope Stability Analysis of Existing 6 MG Peters Canyon Reservoir – Orange, CA - Principal Engineer Performed engineering geology and geotechnical engineering services for evaluation of geologic and seismic hazards associated with the existing reservoir site and assessment of slope stability under normal soil and catastrophic reservoir failure saturated soil conditions. The scope of work included geologic mapping of existing fill slopes/natural hillside, subsurface exploration, groundwater seepage evaluation, laboratory testing, engineering and induced ground motion analysis and slope stability analysis.

City of Compton - Pavement Rehabilitation/Resurfacing Project (CivilSource, Inc.) - Principal Engineer/Project Manager
A geotechnical investigation was performed to determine the causes of distress to asphalt pavement in several streets throughout the City of Compton and to provide remedial recommendations. The scope of our work included gathering and reviewing available information, drilling of six bodings distributed throughout the area of study, laboratory testing and pavement analysis. Our conclusions and recommendations for various pavement rehabilitation options were provided in a written report.

City of Newport Beach – Heliotrope Avenue Storm Water Improvement Project - Principal Engineer (On-Call Services)
The proposed construction included installation of a below ground, precast concrete tank to a depth of 20 feet below ground surface. American Geotechnical performed a geotechnical investigation of the site and provided recommendations for temporary excavation, shoring and foundation support for the tank.

ARUMUGAM ALVAPPILLAI
3 ALVA ALVAPPILLAI RESUME PUBLIC WORKS JULY 2016
City of Huntington Beach - Well No. 9 Project (PACE) - Principal Engineer A geotechnical investigation for design and construction of a new water filter tank assembly was performed. The investigation included drilling of a deep boring to evaluate the site soil conditions including the potential for earthquake induced liquefaction. A written report with the recommendations for grading, mat foundations, temporary shoring, seismic design, and other geotechnical considerations was provided.

City of Torrance - 186th Street Improvement Project (CivilSource) - Principal Engineer The project consisted of widening of the street as well as design and construction of a subsurface infiltration system to alleviate flooding in the street area. It was proposed that the subsurface infiltration system be installed within the adjacent public park grounds. A geotechnical investigation consisting of one boring in the street and three borings in the adjacent park was performed. The borings in the park were also utilized for percolation testing. A geotechnical report including conclusions and recommendations for street widening and subsurface infiltration system was provided.

City of La Palma - Electronic Billboards, Burger King Parking Lot (CivilSource) - Principal Engineer
A geotechnical investigation for the design and construction of two separate electronic billboards near Freeway 91 was performed. The proposed height of the billboards was up to 90 feet. The investigation included drilling of a deep boring to evaluate the site soil conditions including the potential for earthquake induced liquefaction. A written report with the recommendations for pile foundation, and other geotechnical considerations was provided.

Marygold Mutual Water Company – 2-MGAL Water Reservoir – Principal Engineer Provided geotechnical consulting services for earthwork recommendations and foundation design for a proposed 2-million gallon above ground water reservoir.

Orange County Healthcare Agency - 401 South Tustin Renovation Project - Principal Engineer
The site development consisted of the demolition of the existing buildings and construction of three new single-story buildings, each approximately 7,500 square feet. Other improvements consisted of an approximately 1,000 square foot, single-story maintenance building and a miscellaneous structure to house a generator pad/electrical equipment. Construction also consisted of associated parking, driveways, underground utilities, walls, appurtenances, and other improvements. The scope of work included subsurface exploration of the site and preparation of a geotechnical report. We also provided geotechnical observations and testing services during construction which included compaction testing for fill placement, utility backfill as well as asphalt pavement sections.

City of Rolling Hills Estates - Peter Weber Equestrian Center Facility Renovation/ Expansion – Principal Engineer
American Geotechnical performed an investigation at the City of Rolling Hills Estates Peter Weber Equestrian Center to provide geotechnical and environmental recommendations for the renovation/expansion of existing horse stable facilities. The project site is situated adjacent to and overlying the former Palos Verdes Landfill Complex. Our investigation included sampling and logging of subsurface soils, environmental monitoring and sampling during drilling activities, laboratory testing of selected soil samples. A written report including recommendations for the proposed construction was provided based on the results of the field and laboratory investigation as well as engineering analyses.

ARUMUGAM ALVAPPILLAI
4 ALVA ALVAPPILLAI RESUME PUBLIC WORKS JULY 2016
Construction Phase
Irvine Ranch Water District - East Irvine Zone 1 to 3 Meter Replacement Project, PR 5519, Code 6416 – Principal Engineer
American Geotechnical provided: field and laboratory tests to ensure proper backfill and compaction throughout the project; reviewed contractor’s methods of shoring and bracing of trench excavation; confirmed compaction and suitability of foundation material; recommend over- excavation, and direct removal of unsuitable materials; provided results of tests with evaluations after each series of tests to the District’s resident engineer and provided a summary report which included all work and tests performed.

City of Newport Beach – Corona Del Mar Entry Improvement Project – Principal Engineer Provided material testing, sampling, and inspection services to support construction for the Corona Del Mar Entry Improvements Project. This project consisted of removal and replacement of existing pavement, subgrade preparation for new curb and gutter and access ramps; grinding (cold mill); reconstructing and overlaying portions of roadway; constructing sidewalks, curb and gutter, cross gutter and access ramps. The project location is the south bound lane of Pacific Coast Highway at Begonia Avenue to Carnation Avenue.

City of Newport Beach – 15TH Street/Balboa Blvd Revitalization Project – Principal Engineer American Geotechnical provided material testing, sampling, and inspection services to support construction for the 15th Street/ Balboa Boulevard Revitalization Project. Our scope of work consisted of sampling, laboratory testing, compaction testing of subgrade soil and import soil, PCC and AC lab testing and compaction testing.

City of Newport Beach - Ocean Boulevard and Marguerite Avenue Pavement Reconstruction - Principal Engineer
American Geotechnical provided laboratory testing of subgrade soils for Maximum Density determination, compressive strength testing of Polypropylene fiber reinforced concrete.

Construction support services included subgrade compaction testing and continuous observation sampling and testing for temperature slump and fabricated concrete test cylinders for determination of compressive strength.

Irvine Ranch Water District - Piezometer Automation Project (3 dam locations) - Principal Engineer
Provided an engineering technician for observation and trench compaction testing following installation of vibrating wire piezometer installation at (3) locations: Rattlesnake Canyon Dam; Sand Canyon Dam; Syphon Canyon Dam. We sampled excavated soil at each location and performed laboratory maximum density tests. We also provided an engineering compaction report for each location.

Irvine Ranch Water District - Syphon Reservoir Outlet Structure Rehabilitation Project - Principal Engineer
Provided engineering technicians for sampling and testing soil and structural concrete. Laboratory tests consisted of soil maximum density and concrete compressive strength. We performed compaction testing during backfill of structures and provided engineers compaction report at completion of project.

City of Newport Beach - Residential Street Overlay Program (University Drive, La Vida Drive, Monrovia Ave, 16th St & Production Place) - Principal Engineer Performed observation and testing services for the residential street overlay program (5 streets) in the City of Newport Beach. Work included observation and testing of existing subgrade and base, and material and compaction testing during asphalt concrete placement. The purpose of our effort

ARUMUGAM ALVAPPILLAI
5 ALVA ALVAPPILLAI RESUME PUBLIC WORKS JULY 2016
was to verify that the general contractor’s work was completed in accordance with the project plans, specifications, and code requirements.

City of Newport Beach – Miscellaneous Paving Repair – Bristol Street South, Newport Coast Drive, and Jamboree Road at Coast Highway South – Principal Engineer Provided engineering supervision during construction that included field sampling and testing of subgrade and asphalt concrete. Laboratory testing of soils, aggregate base and asphalt concrete using Caltrans test methods.

City of Irvine – San Diego Creek Channel Improvements – Principal Engineer Provided engineering supervision during construction that included field and laboratory sampling and testing of structural concrete, shotcrete, asphalt concrete and rip rap materials using Caltrans test methods and in accordance with the Irvine QA/QC program, plans and specifications.

City of Torrance – Crenshaw Boulevard Rehabilitation (182nd Street to 190th Street, T-22) – Principal Engineer
American Geotechnical, Inc. provided Independent Assurance Sampling and Testing (IAST) for soil, aggregate base and asphalt concrete including laboratory testing of soil, aggregate and asphalt concrete on this federally funded, major street rehabilitation project.

City of Laguna Woods – El Toro Road Pavement Reconstruction Project (MBA Consulting) - Principal Engineer
Provided geotechnical construction services for this major multi-lane roadway rehabilitation project.

Our laboratory staff analyzed project soils, aggregate base, structural concrete and asphalt concrete materials in our materials testing laboratory; our field technicians provided full-time field observation and compaction testing services during construction to confirm the adequacy of subgrade soil compaction and moisture contents, aggregate base and asphalt concrete placement, access ramp replacement, sidewalk expansion and curb and gutter/median replacement, and we sampled and tested structural concrete for catch basin construction. We also provided specialized pavement services including observations of full depth removal, replacement testing, and ARHM roadway overlays.

City of Los Angeles - Riviera Country Club Underground Irrigation Storage Reservoir and Pump Station (PERC Water Corp) - Principal Engineer
Providing engineering technicians for observation, documentation, field sampling and testing of soil, concrete and asphalt concrete; laboratory testing of construction materials; deputy inspection of concrete reinforcement under the purview of LADBS.

City of El Monte Water Department – VOC – Treatment Plant Wells No. 2A & No. 3. (Civiltec, Inc.) – Principal Engineer
Provided engineering supervision during construction that included field sampling/testing and laboratory testing of subgrade soils, sand bedding, aggregate base, masonry, concrete and asphalt concrete. Project included trench backfill for the pipeline between Wells No. 2A and No. 3 Treatment Plant Wells; over-excavation and compaction of plant foundation areas and testing of structural concrete and masonry materials.

Marygold Mutual Water Company - 2-MGAL Water Reservoir - Construction Materials Testing & Inspection – Principal Engineer
American Geotechnical provided geotechnical engineering materials testing and deputy inspection services for construction of a 2-million gallon above ground water reservoir.

ARUMUGAM ALVAPPILLAI
6 ALVA ALVAPPILLAI RESUME PUBLIC WORKS JULY 2016
Irvine Ranch Water District – Manning and Portola Booster Pump Station Generator Project (PR 11667) – Principal Engineer
Provided engineering supervision during construction that included field sampling/testing and laboratory testing of subgrade soils, sand bedding, aggregate base, concrete and asphalt concrete for the installation of two booster pump stations.

Irvine Ranch Water District - Well 115 Replacement Project - 11627 (3717) – Principal Engineer
The project included the demolition of an existing drinking water well and the drilling and equipping of the replacement well located along the northbound 5 freeway. Provided geotechnical observation, sampling and testing of soil, aggregate base, concrete and asphalt concrete.

Laboratory testing included the engineering properties and suitability of the on-site and imported soil and rock materials utilized during the course of the project. Also maximum density determination of soil and aggregate, sand equivalency and asphalt concrete Hveem Maximum Density.

Irvine Ranch Water District – Randall Street and Lolita Avenue Domestic Water Pipeline Replacement (PR11408) – Principal Engineer
Provided engineering supervision during construction that included geotechnical observations, documentation, material sampling and compaction testing during installation of domestic water line.

Laboratory tests were performed for onsite soil, import sand bedding, aggregate base and asphalt concrete. Compaction tests were performed during trench backfill, aggregate base placement, asphalt base course and wear course.

City of Irvine – Civic Center Fuel Station Underground Storage Tank and Dispenser Island Replacement (CIP 361203) – Principal Engineer
Provided engineering supervision during construction that included field sampling/testing and laboratory material testing for soil, aggregate base and concrete for replacement of underground fuel storage tanks and construction of concrete driveways and dispenser island.

Irvine Ranch Water District - No. 11659 (3913) – Kelvin Avenue Cathodic Protection Project (The Charter Apartment Homes) – Principal Engineer
Provided engineering supervision during construction that included geotechnical consulting services, deputy inspection, and materials testing for soil, and asphalt concrete for multiple waterline laterals.

Fei-chiu (Jerry) Huang, Ph.D., P.E., G.E., QSD/QSP
Principal Engineer

EDUCATION
Bachelor of Science in Civil Engineering

TAMKANG UNIVERSITY
Taipei, Taiwan, R.O.C.

Master of Science in Civil and Environmental Engineering (Geotechnical)

UTAH STATE UNIVERSITY
Logan, Utah
Doctor of Philosophy (Geotechnical)

NORTHWESTERN UNIVERSITY
Evanston, Illinois

PROFESSIONAL REGISTRATIONS
State of California, Professional Engineer in Civil Engineering, No. C55670 State of California, Geotechnical Engineer, No. GE2601
State of California, Governor’s Office of Emergency Services (OES), Post-Disaster Safety Assessment Program (SAP) Evaluator, No. SAP63537
California Stormwater Quality Association (CASQA), Qualified SWPPP Developer (QSD) and Qualified SWPP Practitioner (QSP), Certificate #20136

RELEVANT EXPERIENCE
Dr. Huang has more than 25 years of experience in southern Calif ornia in all aspects of the civil and geotechnical engineering related fields. He has managed many infrastructure and development projects for public sectors and private clients. He has provided civil and geotechnical engineering services for projects ranging from bridges, levees, pipelines, tunnels, shafts, and r einforced concrete box (RCB), shoring/shields, commercial/industrial developments, large planned communities, and single family custom home developments. Dr. Huang has e xtensive experience in project development and construction management throughout southern and northern California areas. His primary duties were focused on project planning and management, site characterization, analysi s and interpretation of subsurface data, static and dynamic design and analysis of shallow and deep foun dations, pavement design, liquefaction analysis, as well as earth retaining and stabilizing structures . He investigated an d mitigated various landslide and slope failure problems. His current duties include d client contact, proposal preparation, planning geotechnical and forensic investigations, engineering data analyses, foundation design and recommendations, project management, as well as report writing. Dr. Huang has involved various types of construction projects including new construction, grading, land slide stabilization, slope repair, levees, tunnels, pipelines, shafts, reinforced concrete box (RCB) and temporary shoring/shields design, etc.

Dr. Huang has more than 25 years of geotechnical forensic investigation experience. He has worked on various construction litigation projects for lawyers, homeowner associations, insurance companies, financial institutions, and major developers in California. He has investigated various foundation problems, and designed treatments including shallow and deep foundation r epairs, retaining structures stabilizations, mechanically-stabilized earth (MSE) retaining wall design and analysis, landslide/slope stabilizations, levee failure investigation, groundwater problems investigation, and pavement rehabilitation.

FEI-CHIU (JERRY) HUANG, PH.D.
2 In addition to his expertise in geotechnical engineering, Dr. Huang also involved in various civil engineering and construction related projects, including but not limited to preparation of precise grading plans, erosion and sediment control plans (ESCP), drainage design, hydrology s tudies and hydraulic structure calculations, sustainable site design, storm water Best Managem ent Practice (BMP) design, Low Impact Design (LID), and Water Quality Management Plan (WQMP). Dr. Hu ang is certified as Qualified SWPPP Developer (QSD) and Qualified SWPPP Practitioner (QSP).

REPRESENTATIVE PROJECTS

City of Newport Beach – Concrete Street Pavement Reconstruction, Anade Avenue, Montero Avenue, and Alvarado Place, Project No. 18R21 – Project Engineer Geotechnical observation and testing services of concrete place ment for proper coverage and consolidation, of reinforcement and placement, trench bottom an d trench backfill for new pipe, concrete cylinders preparation, laboratory testing of soils and concrete . The project encompasses pavement reconstruction and associated curb, gutter, sidewalk, ramp, subdrain, catch basin, and storm drain work for about 160 linear feet of 6 th Street, 510 Linear feet of Anade Avenue, and 543 linear feet o f Montero Avenue, and 518 linear feet of Alvarado Place for a combined 1, 570 linear feet of Portland Cement Concrete (PCC) road reconstruction on 4 surface streets in the Balboa Peninsula area, Newport Beach, California.

City of Newport Beach – Ocean Boulevard and Marguerite A venue Pavement Rehabilitation, Contract No. 5581 – Project Engineer
Prepared final compliance report summarizing the on-call geotec hnical observation and testing services during construction. The projec t encompasses reconstruction of a 7-inch thick polypropylene, fiber- reinforced Portland Cement Concrete (PCC) street pavement, access ramps, curb and gutter, and sidewalk at Ocean Boulevard and Marguerite Avenue in the City of Newport Beach, California.

City of Newport Beach – Camino Shores Community and Dochester Road Street Rehabilitati on – Project Manager
Geotechnical investigation for e valuating various distresses ob served in street asphalt pavement within Camino Shores Community. The inv estigation included subsurface exploration by coring of existing pavement sections and hand-augering of ten (10), 8-inch diameter borings to depth of 5 feet below ground surface, laboratory testing of representative intact and bulk s amples, engineering analyses and pavement design, as well as preparation o f report. Conducted observatio n and testing services during street rehabilitation and prepared final compaction report.

City of Newport Beach – Bayview Heights Drainage Runoff Treatment Project – Project Engineer Geotechnical observation and testing services consists of subgr ade, subgrade sample collection, placement and compaction of soil, laboratory testing, and preparation of final report.

City of Palos Verdes Estates – Removal of Seven Buildings on Palos Verdes Drive West, Palos Verdes Estates, California – Project Engineer
Prepared final compaction report summarizing the geotechnical observation and testing services performed during construction. The project consists of removal of seven b uildings and other improvements on seven properties, minor grading to crea te desired grade elevations, a nd compaction of near-surface materials as well as installation of a drainage system.

City of Poway – FY12/13 Reline/Replace Sewer Pipelines: Tierra Bonita Road, Ol ive Tree Lane, and Allbrook Drive – Project Engineer
Prepared final compaction report summarizing the geotechnical observation and testing services performed during construction. The project encompasses relining/replacing sewer pipelines, installing new manholes,

FEI-CHIU (JERRY) HUANG, PH.D.
3 and new sewer cleanout at Tierra Bonita Road, Olive Tree Lane, and Allbrok Drive in the City of Poway, California.

East Municipal Water District – Diaz Lift Station Replacement, Southeast Corner Diaz Road and Rancho Way, Temecula, California – Principal Engineer
Designed temporary shoring system options for wet well excavation and sewer pipeline trench excavations and prepared project design report (PDR).

South Coast Water District - Lift Station Number 2 Force Main R ehabilitation, Laguna Niguel and Laguna Beach, CA – Project Engineer
Provided geotechnical observation and testing services at 10 access pits, performed laboratory testing and construction coordination, and prepared final compaction report summarizing the geotechnical observation and testing services performed during construction. The projec t encompasses sliplining the existing pipe with a high density poly ethylene pipe, excavating access pits at selected locations along the force main alignment, performing open cut-and-cover trenching, constructin g new force main sections at relatively small sections of the force main near LS-2 and at the west end of the resort property. Excavations for the access pits and trenches are up to approximately 15 feet deep.

South Coast Water District – Niguel Shores Valve Replacement, Halyard Road, City of Dana Po int, CA – Project Engineer
Prepared final compaction report summarizing the geotechnical observation and testing services performed during construction. The projec t encompasses valve replacement at the Niguel Shores Halyard Road in the City of Dana Point, California.

South Coast Water District – Bluff Drive Infrastructure Replacement Project – Project Engineer Prepared final compaction report summarizing the geotechnical observation and testing services performed during construction. The project encompasses infrastructure replacement at the intersection between Bluff Drive and Pacific Coast Highway in the City of Laguna Beach, California.

Irvine Ranch Water District - On -Call Laguna Canyon Road and Qu ail Hill Parkway Cathodic Protection Project – Project Engineer
Performed geotechnical observation and testing services during construction. The project encompasses cathodic protection of pipelines.

Irvine Ranch Water District – Eastwood Recycled water Pump Stations Project Zone A to B and Zone A to C – Project Engineer
Attended pre-construction meeting, performed observation and te sting services during construction. The project encompasses construction of new pump stations, conversi on pipelines for ILP Zone C to Zone B and ILP bottom drain modifications in City of Irvine, California.

Irvine Ranch Water District – Well 115 Replacement Project, Project Nos. 11667 and 11675 – Project Engineer
Prepared final compaction report summarizing the geotechnical observation and testing services performed during construction. The project encompasses replacement of existing Well 115 in City of Irvine, California.

Irvine Ranch Water District – Manning and Portola Zone 9 Booster Pump Stations Generator Project – Project Engineer
Prepared final compaction report summarizing the geotechnical observation and testing services performed during construction. The project encompasses two booster pump station site in Modjeska Canyon, an unincorporated area of Orange County (Manning), and Portola Hills (Portola Zone 9).

Irvine Ranch Water District – Kelvin Avenue Cathodic Protection Project – Project Engineer

FEI-CHIU (JERRY) HUANG, PH.D.
4 Prepared final report summarizing the deputy inspection and mat erial testing services during asphalt pavement (AC) placement by the subcontractor. The project is located at 2750 Kelvin Avenue in the City of Irvine, California. The project encompasses excavation and back filling of utility trenches followed with resurfacing roadway with asphalt concrete.

Frank Springer & Associates, Inc. – Omish Road Box Culvert/Bridge – Project Engineer Geotechnical investigation for t he proposed construction of a n ew, four concrete side-by-side box culvert/bridge, 12-feet wide by 32-feet long by 6.5-feet high, to replace the existing CMP culvert across Omish Road within Rincon Indian Reservation in San Diego, Calif ornia. The investigation includes subsurface exploration consisting of one small-diameter boring, laboratory testing, engineering analyses and design, and providing geotechnical recommendations for the proposed concrete culvert/bridge.

OC-Rehab 1, LLC – Via Ballena Landslide Repairs – Project Manager Provided geotechnical design recommendations for temporary stee l trench shield shoring of trench excavation during proposed reinforced concrete box (RCB) culvert installation for the Via Ballena Landslide Repair project in the City of San Clemente, California.

City of Glendale – Chevy Chase Sewer Diversion Project – Project Manager Provided forensic geotechnical evaluation for the law firm on b ehalf of City of Glendale to investigate project geotechnical engineering firm who fails to identify lar ge cobbles and boulders during subsurface exploration resulting in huge construction cost increase and damage of tunnel boring machines drilling bits.

The general contractor has to revise the construction plans and equipment and delays the construction schedule.

D. J. Scheffler, Inc. – Sari Relocation – Yorba Linda Spur – Consulting Engineer Performed consulting services for reviewing construction plans and shoring design and calculations to install 36-inch diameter secant p iles launching and receiving shafts for sewer tunneling work across Santa Ana River in the City of Yorba Linda, California.

D. J. Scheffler, Inc. – Carlsbad Desalination Faraday Shaft – Project Engineer Performed consulting services to investigate shoring design by others and construction of 18.5 feet diameter shaft supported by 36-inch diameter secant piles wall for Macario Canyon Tunnel Crossing project in City of Carlsbad, California.

SNW-Wilson Blue Lake Transmission Project – Project Manager Provided forensic geotechnical evaluation on behalf of project contractor to investigate project geotechnical engineering firm who fails to identify larage cobbles and boulders during subsurface exploration resulting in huge construction cost increase and damage of drilling bits to excavate tunnel launching and receiving shafts. The project is located in Troutdale, Oregon.

Shorecliff Huntington Beach vs. City of Huntington Beach – Project Manager Civil and geotechnical forensic investigation for the law firm on behalf of Shorecliff HB to review existing storm drain design and capacities that entered into Shorecliff HB and causes significant flooding within the
community.

Granite Park Homeowners Association – Realignment of 54-inch RCP Storm Drain Project – Project Engineer
Provide forensic investigation a nd onsite observation services for the law firm on behalf of Granite Park HOA to review proposed realignment of 54-inch RCP storm drain p ro je c t a d ja c e n t to G ra n i te P a r k H OA community in City of Pasadena.

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT PROJECT TEAM // 39

TEAM HOURS

WORK ITEM DESCRIPTION

ESTIMATED MAN-HOURS & FEES
Project
Manager
Design
Engineer
Electrical
Engineer
CAD
Designer
Project
Coordinator
Structural
Engineer
Geotechnical
Engineer Survey Architect Man-hour
Subtotal

1. Project Management and
Meeting 16 16 8 40

2. 65% Drawings 6 60 60 8 32 40 12 218

3. 95% Design Drawings 6 40 4 40 2 15 12 119

4. 100% Final Contract Drawings,
Specifications and Estimates
(bid set)
22 422 4 2 8 6 2

5. Permitting Assistance 21 6 2 2 0

6. Bidding and Construction
Support 24 0 2 2 4 5 0
TOTAL 34 196 6 124 16 25 32 40 36 509

REFERENCES

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT REFERENCES // 40
William Woollett Jr. Aquatic Center Pool Re-plastering Project – Irvine, CA
The William Woollett Jr. Aquatic Center (Aquatic Center) located between Heritage Park and Irvine High School is a world class swimming facility comprised of three pools, one Olympic size (50 meters x 25 yards) competition pool, one Olympic size (50 meters x 25 yards) diving pool and one instructional pool (25 meters x 25 yards). The City of Irvine needed consulting services for the Aquatic Center pools to be re-plastered due to the lifespan of the existing pool plaster. The City hired PACE to produce the design for the new pool surfaces and related waterline tiles, lane line tiles, target tiles, grates and ﬁttings, that will last for a long period of time under diﬀerent pool chemistry conditions. The design met competition pool requirements and the current State and County pool codes, as well as the current ADA standards.

PACE provided the City with pool surface options beneﬁts and drawbacks such as initial installation cost, material lifespan, pool startup requirements, pool operation chemistry conditions, and selected the most suitable option achieving long term cost saving. The design also included a pool plaster demolition plan, considering the environmental impact in terms of noise and dust due to the project proximity to a school. PACE also prepared all required documents and a Pool Remodel to meet the County and City plan review requirements and assisted the City to obtain all necessary permits and approvals.

PACE also recommended the pool shell structural integrity to be examined during the project so that any structural condition deﬁciencies that would be discovered could be addressed once the plaster is removed.

Relevant Features:
6 One Olympic size (50 meters x 25 yards)
competition pool
6 One Olympic size (50 meters x 25 yards) diving
pool
6 One instructional pool (25 meters x 25 yards)
6 Designed re-plastering for new pool surfaces
6 Designed new waterline tiles, lane line tiles,
target tiles, grates and fittings
6 Design met current State and County pool codes
and current ADA standards
6 Provided options to acquire long term cost
savings
City of Irvine – Public Works and Transportation
Department
Agency/ﬁrm name:

Michael Courtney
(949) 337-7017
Mcourtney@cityoﬁrvine.org
Contact Info:

Dates services performed:
2021 - 2023

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT REFERENCES // 41
The Covington Pool Renovation – Aliso Viejo, CA
PACE provided engineering services for The Covington project by assessing and renovating the existing pool and spa. The design allowed the reuse of the existing pool and spa equipment including the ﬁlters, pumps, and disinfection system and replaced the gas heater with heat exchangers.

Relevant Features:
6 Pool and Spa assessment
6 Re-plastered the pool and spa
6 Replaced pools and spa skimmer, skimmer
equalizers, main drain covers, lights, etc.
6 Reused the existing pool and spa equipment
(filters, pumps, disinfection system)
6 Replaced the gas heater with heat
exchangers
Olson Construction Company
Agency/ﬁrm name:

Chip Olson
Oﬃce (760) 452-5099
Mobile (760) 613-4266
[email protected]
Contact name:
2018 - 2020
Dates services performed:

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT REFERENCES // 42
Town and Country Resort Pool Renovation – Mission Valley, CA PACE led the engineering of the pool area renovation including the design of a new main resort pool at 4,000 SF featuring a sloped beach entry, a 190 SF skimmer spa with one raised edge (50% of perimeter) and an ADA transfer wall, a single-slide tower with a 280 SF skimmer splash pool, and a 250 SF children’s wading pool with a sloped beach entry.

Relevant Features:
6 Pool area renovation
6 Performed coordination and field support
during construction
Lowe Destination Development
Agency/ﬁrm name:

Todd Majcher
Oﬃce (310) 802-7405
Mobile (310) 948-9647
[email protected]
Contact name:
2019 – 2020
Dates services performed:

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT REFERENCES // 43
City of Santa Ana Memorial Pool and Civic Center Fountain Renovation – Santa Ana, CA
The evaluation included waterprooﬁng, nozzles, piping, chemistry control and delivery, pump, ﬁltration, materials and lighting. Construction documents were prepared based on recommended improvements from the assessment report.

PACE provided assessment consulting services and engineering design services for the rehabilitation of the Memorial Pool in the City of Santa Ana, a public-use swim facility. The 167' x 65' pool, with depths ranging from three to 12 feet, was originally constructed in 1961 and is open seasonally from Memorial Day to Labor Day. The pool system developed operational issues and increased maintenance costs resulting from cracking, leaks, and black algae. PACE performed a thorough assessment of the existing system and determined the minimum level of action necessary to rectify the pool's issues and reduce the City's operational and maintenance cost. The evaluation included an audit of equipment and operations to ensure current Health Department and California Building codes were met, and determined that the mechanical pumping system was out of compliance. Final recommendations and design services were performed to repair the pool shell including waterprooﬁng, plaster, ﬁttings, lighting, and tile. Decking renovations were also recommended and the pumping system was redesigned to comply with current Health Department codes including a new pump as well as repair of cracks in the pump station room. A chemical storage room was also designed to provide proper ventilation.

Relevant Features:
6 Renovated pumping
6 Renovated lighting
6 Waterproofing
6 Pump renovation
City of Santa Ana
Agency/Firm Name:

Kenny Nguyen
Oﬃce (714) 647-5632
[email protected]
Contact Name:
2008 – 2011
Dates Services Performed:

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT REFERENCES // 44

ADDITIONAL AQUATIC FACILITIES EXPERIENCE
Pools, water slide, 2 hot tubs, 2 cold plunge pools, interactive waterplay area, golf course lakes
3000 SF hour glass shaped pool, 2,700 SF oval shaped pool, 4,900 SF rectangular shaped pool and 5 spas and one wading pool
3,400 SF pool, 1,600 SF slide pool, 175 SF spa, 95 SF spa, two water walls, water play area, and water feature
Pool with freeform water falls, sport pool, spa, wading pool, water slide and wading pool, lazy river
Existing pool assessment and implementation of operational improvements to gain local permits
Main resort pool, water slide, sports pool, wading pool, resort day spas, 1.5 mile Gila River replica
Existing pool assessment and design of new pump equipment, pool plastering and chemical storage room
Saltwater pool with spray jets, spa with waterfalls and automatic covers Saltwater lap pool, 3 spas with infinity edges
Pool, water slide and hot tub
Pool and 2 hot tubs
2 streams, 1 pool, 2 spas
1 rim flow saltwater pool, 3 spas, 2 waterfalls
Pool and spa above parking garage, 2 fountains
Pool with zero edge entry, 2 spas, 1 wading pool, 2 indoor spas, lap pool Saltwater resort pool, activity pool, rim flow pool, wading pool, saltwater spa, and indoor spa
25,000 SF meandering pool and underwater grotto, koi ponds, swan and flamingo features, 6 waterfalls, 2 water slides
Pool with waterfall, 2 spas, 1 wading pool with beach entry and shooting jets, waterfall and stream feature
Lap pool, wading pool, hot tub, entry fountain
Natural ocean swim lagoon, saltwater boatway, 3 swimming pools, spas Pool, 250 SF hot tub, 2 smaller hot tubs
Pool and spa on 11th floor of Westin Denver International Airport Hotel 555 sf rim flow edge pool, a 735 sf pool and 130sf spa
Two 504 sf infinity edge pools and one spa on the hotel rooftop, two 900 sf skimmer pools and two spas on the amenity deck, and six 230 sf infinity edge residential pools with three pools on the North tower, and three on the South tower One Olympic size (50 meters x 25 yards) competition pool, one Olympic size (50 meters x 25 yards) diving pool, one instructional pool (25 meters x 25 yards) Pool and hot tubs
Two pools on podium, 1200 sf pool for the North tower and a 2250 sf pool for the Lagoon pool, 2 spas, waterfall, water slide
Pool, 2 hot tubs
Rancho Palos Verdes, CA
Irvine, CA
San Diego, CA
Terranea Resort
Irvine Company Spectrum Park Pools and
Spas
San Diego Marriott Aquatic Facilities
Renovation
Phoenix, AZ
Yountville, CA
Chandler, AZ
Santa Ana, CA
The Pointe Hilton at Squaw Peak
Yountville Community Pool Renovation
Sheraton Wild Horse Pass Resort
City of Santa Ana Memorial Pool
Renovation
Keystone, CO
Avon, CO
Parker, AZ
Chandler, AZ
Grand Residence Marriott
Westin Riverfront
Bluewater Casino & Resort
Westin Monache
Snowmass, CO
South Hotel at Mammoth Lakes
Phoenix, AZ
Truckee, CA
Westin at Snowmass Village
South Hotel at Mammoth Lakes
City North
Northstar Highlands Ritz Carlton Club
Newport Coast, CA
Ka’anapali Beach, Maui, HI
T amarack, ID
Newport Coast, CA
Lake T ahoe, CA
Pelican Hill Resort Hotel & Villa Clubhouse
Westin Maui
Tamarack Resort
Crystal Cove Community
Hilton Waikoloa Village
Village North Condominium / Hyatt Resort
Denver, CO
Los Angeles, CA
Century City, CA
Irvine, CA
Ketchum, ID
Beverly Hills, CA
Rancho Mirage, CA
Mammoth Lakes, CA
Westin Denver International Airport
Metropolis Pool
New Century Plaza
William Woollette Jr. Aquatic Center Pool
Re-plastering Project
Limelight Hotel
One Beverly Hills
Westin Mission Hills Resort
The Village at Mammoth Lakes
Waikoloa, HI

PROJECT NAME PROJECT NAME DESIGN COMPONENTS

SCHEDULE

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT SCHEDULE // 45
Based on PACE's current understanding of this project from the information provided in the RFP , the following is the proposed project design schedule:

We are aware that there is a desire to complete the design for the project as quickly as possible. We have reviewed the project schedule and are very comfortable with meeting the schedule milestones in the timeframes prescribed. Additionally, we approach our projects with a mentality that if we can minimize design revisions, the project can proceed ahead more quickly. We will apply our experience with fast-paced design-build and design-bid-build projects to ensure schedule objectives are always met.

PROJECT SCHEDULE

ACTIVITY START DATE FINISH DATE
Contract Award February 2023 February 2023
Project Kick-Off Meeting March 2023 March 2023
Concept Design March 2023 March 2023
Final Design (65%, 95% And 100% Drawings, Specs) May 2023 July 2023 Pool Permitting August 2023 September 2023
Bidding And Construction Contract Award October 2023 October 2023 Construction November 2023 February 2024

CONSTRUCTION BUDGET

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT CONSTRUCTION BUDGET // 46

CONSTRUCTION BUDGET
Preliminary Pool Renovation Construction Cost Estimate Demonstration We understand it is very important for the City of Buena Park to know a budgetary pool renovation construction cost. Without a detailed pool renovation design and construction scope of work, it is diﬃcult to provide an accurate estimate.

Based on higher construction costs in materials and labor and recently bid municipal pool improvement projects (Woollett Aquatic Center pools in City of Irvine, speciﬁcally) we believe the cost estimate in the RFP “FEASIBILITY REPORT” exhibit “L ” is too low. We have prepared an initial demonstrative estimate of the probable construction costs, and we believe the cost will be in the range of $1.1 million to $1.4 million for the Peak Park Pool and $400,000 to $600,000 for Boisseranc Park Pool. ”

SUBCONSULTANTS

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT SUBCONSULTANTS // 47
Spire Structural Engineering, Inc. was established in 2005 to provide structural engineering analysis and design of many types of new and existing structures utilizing all materials. Spire’s staﬀ of ten are determined to provide its clients with designs that take into account cost, ease of construction, and cutting-edge construction methods to meet the objectives of each project. The ﬁrm’s principals, Jeremy Welton and Alexandros Bletsos, are California registered structural engineers with many years of experience in the design and analysis of various structures, utilizing computer modeling applications such as SAP2000, ETABS, and RISA3D. Spire focuses on new construction as well as structural upgrades and seismic retroﬁts meeting the current building code, ASCE 31/41 or other criteria. The ﬁrm has experience with all types of analysis including linear and nonlinear techniques. Nonlinear static (pushover) techniques have been applied in evaluating existing complex structures and the ﬁrm’s principal also has past experience with both linear and nonlinear response history analyses.

American Geotechnical is a ﬁrm of consulting engineers and geologists specializing in geotechnical engineering, geology, groundwater hydrology, and seismology. American Geotechnical was founded in 1984 as a California corporation and provides services regionally and nationally. In addition to new development projects, their experience also includes property evaluations/risk management, moisture intrusion and groundwater studies, earthquake and fault studies, slope stability and landslide evaluations, etc. They also have signiﬁcant experience in performing distress investigations and forensic studies and providing remedial recommendations to correct problems to existing structures and other improvements.

Huitt-Zollars also oﬀers a complete range of land surveying services to support all types of clients and projects, ranging from On-Call Surveying contracts with City, County, and State governmental agencies to developers, construction companies, Title Companies, and the real estate industry. With their experienced group of Professional Land Surveyors, multiple ﬁeld crews, oﬃce Survey Technicians, and state- of-the-art surveying and mapping equipment, they are able to provide clients with well-coordinated, cost-eﬀective surveys and related documentation in a timely and eﬃcient manner.

Spire Structural Engineering, Alexandros Bletsos – Structural Engineer 28641 Rancho Parkway South
Lake Forest, CA 92630
(949) 916-3440
American Geotechnical, Inc., Alva Alvappillai – Geotechnical Engineer 22725 Old Canal Road
Yorba Linda, CA 92887
(714) 685-3900
Huitt-Zollars, David Mackey – Surveyor
2603 Main Street, Suite 400
Irvine, CA 92614
(949) 988-5815
Structural Engineering
Geotechnical Engineering
Survey Engineering
SQUARE [1] Design Group is a unique form of a group design partnership that has embarked on new markets, focusing on the extensive experience of the new staﬀ in the design of recreation developments, city/county facilities, and public schools. The ﬁrm is centrally located within Southern California. Work is generated in collaboration with the client in the ﬁeld, from design sessions to construction administration. The organizational philosophy of the ﬁrm is one of a studio eﬀort, with teams of design and technical personnel working with the Partner-in-Charge and Project Manager throughout the life of a project, from design through construction.

Square [1] Design, Khanh Doan – Structural Engineer
10451 Samoa Drive
Huntington Beach, CA 92646
(562) 900-5862
Architecture

SUBCONSULTANTS

EXHIBIT “B”

CALIFORNIA LABOR CODE COMPLIANCE
[Labor Code §§ 1720 et seq., 1813, 1860, 1861, 3700]

If this Agreement calls for services that, in whole or in part, constitute “public works” as defined in the California Labor Code, then:

1. This Agreement is subject to the provisions of Division 2, P art 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to pub lic works and the awarding public agency (“City”) and Consultant agree to be boun d by all the provisions thereof as though set forth in full herein.

2. Consultant shall be registered with the Department of Indust rial Relations (“DIR”) in accordance with California Labor Code Section 1725.5 and has pr ovided proof of registration to CITY prior to the Effective Date of this Agreement.

3. Consultant agrees to comply with the provisions of Californi a Labor Code Sections 1771, 1774 and 1775 concerning the payment of prevailing rates of wag es to workers and the penalties for failure to pay prevailing wages. The applicable prevailing wage determination(s) may be obtained at
(http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm), are on file with City, and are available to any interested party upon request. Consultant shall, as a penalty to the City, forfeit not more than two-hundred dollars ($200) for each calen dar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under this Agreement by Consultant or by any subcontractor.

4. Pursuant to California Labor Code Section 1771.4, Consultant ’s services are subject to compliance monitoring and enforcement by the Department of Indu strial Relations.

Consultant shall post job site notices as prescribed by DIR reg ulations and furnish the records specified in California Labor Code Section 1776 directl y to the Labor Commissioner in the manner prescribed by California Labor Code Section 1771.4(a)(3) and (c)(2).

5. Consultant shall comply with the provisions of California La bor Code Section 1776 which, among other things, require Consultant and each subcontr actor to (1) keep accurate payroll records, (2) certify and make such payroll rec ords available for inspection as provided by Section 1776, and (3) inform the City of the location of the records. The Consultant is responsible for compliance with Sect ion 1776 by itself and all of its subcontractors.

6. Consultant shall comply with the provisions of California La bor Code Section 1777.5 concerning the employment of apprentices on public works projec ts, and further agrees that Consultant is res ponsible for compliance with Section 1777 .5 by itself and all of its subcontractors.

7. Consultant shall comply with the provisions of California La bor Code Section 1813 concerning penalties for workers who work excess hours. The Co nsultant shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement by the Consultant or by any subcontractor for each calendar day during which such worker is required or permitted to work m ore than eight (8) hours

in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code.

8. California Labor Code Sections 1860 and 3700 provide that ev ery contractor will be required to secure the payment of compensation to its employees . In accordance with the provisions of California Labor Code Section 1861, Consultan t hereby certifies as follows:

“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for work ers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Agreement.”

Date _______________ Signature ____________________________________

ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?

INSR ADDL SUBR

LTR INSD WVD

PRODUCER CONTACT
NAME:

FAXPHONE
(A/C, No):(A/C, No, Ext):

E-MAIL
ADDRESS:

INSURER A :

INSURED INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY)

AUTOMOBILE LIABILITY

UMBRELLA LIAB

EXCESS LIAB

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

AUTHORIZED REPRESENTATIVE
EACH OCCURRENCE $
DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $
PERSONAL & ADV INJURY $
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $

PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT
OTHER: $

COMBINED SINGLE LIMIT
$(Ea accident)
ANY AUTO BODILY INJURY (Per person) $

OWNED SCHEDULED
BODILY INJURY (Per accident) $AUTOS ONLY AUTOS

HIRED NON-OWNED PROPERTY DAMAGE
$AUTOS ONLY AUTOS ONLY (Per accident)
$

OCCUR EACH OCCURRENCE
CLAIMS-MADE AGGREGATE $
DED RETENTION $

PER OTH-

STATUTE ER
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE $
If yes, describe under
E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC #

COMMERCIAL GENERAL LIABILITY
Y / N
N / A
(Mandatory in NH)

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

CERTIFICATE HOLDER CANCELLATION
© 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03)

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)
$
$
$
$
$The ACORD name and logo are registered marks of ACORD
2/15/2023
License # 0757776
(714) 569-2718 2718 (714) 242-9723
35378
Pacific Advanced Civil Engineering
17520 Newhope Street Suite 120
Fountain Valley, CA 92708
23787
34630
A 1,000,000
XX MKLV5PBC004560 4/30/2022 4/30/2023 300,000
Excluded
1,000,000
2,000,000
2,000,000
CAP:$10,000,000 Annually EBL AGGREGATE 1,000,000
1,000,000B
XX ACP BA 3029722129 4/30/2022 4/30/2023
5,000,000A
XX MKLV5EUL104132 4/30/2022 4/30/2023 5,000,000
C
PAWC332710 3/2/2022 3/2/2023 1,000,000
N 1,000,000
1,000,000
A Prof & Poll Liab MKLV5ENV103568 4/30/2022 Each Poll/Each Claim 3,000,000 A Retention $150,000 MKLV5ENV103568 4/30/2022 4/30/2023 Shared Aggregate 6,000,000 RE: Peak Park and Boisseranc Park Pool Improvements Project The City of Buena Park, its elected officials, officers, attorneys, agents, employees, independent contractors serving in the role of city officials and designated volunteers shall be named as additional insured as respects to General Liability for Completed and Ongoing Operations as required by written contract as per forms CG2010 and CG2037 attached. General Liability is Primary and Non Contributory as agreed in writing per forms CG20010 and AC7005. General Liability Blanket Waiver of Subrogation as required by written contract as per form MEGL 0241. Automobile Liability Additional Insured applies as required by written contract as per form AC7005 attached. Automobile Liability is Primary and Non Contributory as agreed in writing per form AC7005 attached.

SEE ATTACHED ACORD 101
City of Buena Park
6650 Beach Boulevard
P.O. Box 5009
Buena Park, CA 90622
PACIAQU-01 ARODRIGUEZ6
HUB International Insurance Services Inc.
4695 MacArthur Court
Suite 600
Newport Beach, CA 92660
Henry Zamora
[email protected]
Evanston Insurance Company
Nationwide Mutual Insurance Company
Oak River Insurance Company
X
4/30/2023
X
X
X
X
XX
X
X
By Laurie Aubuchon at 11:29 am, Feb 16, 2023

FORM NUMBER:

EFFECTIVE DATE:

The ACORD name and logo are registered marks of ACORD

ADDITIONAL REMARKS

ADDITIONAL REMARKS SCHEDULE
FORM TITLE:

Page of

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, ACORD 101 (2008/01)
AGENCY CUSTOMER ID:

LOC #:

AGENCY NAMED INSURED

POLICY NUMBER

CARRIER NAIC CODE
© 2008 ACORD CORPORATION. All rights reserved.

HUB International Insurance Services Inc.

PACIAQU-01
SEE PAGE 1
1 SEE PAGE 1
ACORD 25 Certificate of Liability Insurance
License # 0757776
0 SEE P 1
Pacific Advanced Civil Engineering
17520 Newhope Street Suite 120
Fountain Valley, CA 92708
SEE PAGE 1
ARODRIGUEZ6
1 Description of Operations/Locations/Vehicles:

Automobile Liability Blanket Waiver of Subrogation as required by written contract as per form AC7005 attached. Workers Compensation Blanket Waiver of Subrogation as required by written contract as per form WC9904 attached. Excess is Following Form.

Notice of Cancellation will be provided as per policy provisions, per form IL0017 attached.

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Policy No.:Endorsement Effective:

Insured :3DFLILF$GYDQFHG&LYLO(QJLQHHULQJ,QF

WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY

WC 99 04 10 C
(Ed. 01-19)

WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA

BLANKET BASIS
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.)

The additional premium for this endorsement shall be calculated by applying a factor of 2% to the total manual premium, with a minimum initial charge of $350, then applying all other pricing factors for the policy to this calculated charge to derive the final cost of this endorsement.

This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.

Schedule
Blanket Waiver
Person/Organization

Blanket Waiver – Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver.

This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement No.:

Premium $
Insurance Company:

WC 99 04 10 C
Countersigned by ______________________________________ (Ed. 01-19)
Job Description
All CA Operations
Oak River Insurance Company
3$:&03/02/202
:DLYHU3UHPLXP
SULRUWRDGMXVWPHQWV

ADDITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Section II – Who Is An Insuredis amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only with
respect to liability for "bodily injury" or "property
damage" caused, in whole or in part, by "your work"
at the location designated and described in the
schedule of this endorsement performed for that
additional insured and included in the "products-
completed operations hazard".

COMMERCIAL GENERAL LIABILITY
CG 20 37 07 04
Name Of Additional Insured Person(s)
Or Organization(s):

As required by written contract executed by both
parties prior to loss; Applies to commercial work only
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

All locations; Applies to commercial work only
Location And Description Of Completed Operations
POLICY NUMBER: MKLV5PBC004560

Copyright, Insurance Services Office, Inc., 1984 Page 1 of 1CG 20 10 11 85 POLICY NUMBER:MKLV5PBC004560 COMMERCIAL GENERAL

LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED – OWNERS, LESSEES
OR CONTRACTORS – (FORM B)
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART.

SCHEDULE
(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the personor organization shown in the Schedule, but only with respect to liability arising out of "your work" forthat insured by or for you.

As required by written contract executed by both parties prior to loss; Applies to commercial work only Name Of Person Or Organization:

© Insurance Services Office, Inc., 2012 Page 1 of 1
CG 20 01 04 13

COMMERCIAL GENERAL LIABILITY
CG 20 01 04 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

PRIMARY AND NONCONTRIBUTORY – OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
The following is added to theOther Insurance
Condition and supersedes any provision to the
contrary:

Primary And Noncontributory Insurance
This insurance is primary to and will not seek
contribution from any other insurance available
to an additional insured under your policy
provided that:
(1) The additional insured is a Named Insured
under such other insurance; and
(2) You have agreed in writing in a contract or
agreement that this insurance would be
primary and would not seek contribution
from any other insurance available to the
additional insured.

Includes copyrighted material of Insurance Services Office, Inc., with its permission.

Page 1 of 1 ends

EVANSTON INSURANCE COMPANY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

BLANKET WAIVER OF TRANSFER OF RIGHTS OF RECOVERY

AGAINST OTHERS TO US
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE FORM
The following is added to Condition8. Transfer Of Rights Of Recovery Against Others To Us under SectionIV – Commercial General Liability Conditions:

We waive any right of recovery we may have against any person or organization shown in the Schedule of this endorsement. This waiver applies only to the person or organization shown in the Schedule of this endorsement.

All other terms and conditions remain unchanged.

SCHEDULE

COMMERCIAL GENERAL LIABILITY
POLICY NUMBER: MKLV5PBC004560
Name Of Person Or Organization:

Additional Premium: Included
Any person(s) or organization(s) with whom the Named Insured agrees, in a written contract executed prior to the "occurrence", to waive rights of recovery

Copyright, Insurance Services Office, Inc., 1998 Page 1 of 1IL 00 17 11 98

COMMON POLICY CONDITIONS
All Coverage Parts included in this policy are subject to the following conditions.

A. Cancellation

1. The first Named Insured shown in the
Declarations may cancel this policy by mailing
or delivering to us advance written notice of
cancellation.

2. We may cancel this policy by mailing or
delivering to the first Named Insured written
notice of cancellation at least:
a. 10 days before the effective date of
cancellation if we cancel for nonpayment of
premium; or
b. 30 days before the effective date of
cancellation if we cancel for any other
reason.

3. We will mail or deliver our notice to the first
Named Insured's last mailing address known to
us.

4. Notice of cancellation will state the effective
date of cancellation. The policy period will end
on that date.

5. If this policy is cancelled, we will send the first
Named Insured any premium refund due. If we
cancel, the refund will be pro rata. If the first
Named Insured cancels, the refund may be
less than pro rata. The cancellation will be
effective even if we have not made or offered a
refund.

6. If notice is mailed, proof of mailing will be
sufficient proof of notice.

B. Changes
This policy contains all the agreements between
you and us concerning the insurance afforded.

The first Named Insured shown in the Declarations
is authorized to make changes in the terms of this
policy with our consent. This policy's terms can be
amended or waived only by endorsement issued
by us and made a part of this policy.

C. Examination Of Your Books And Records
We may examine and audit your books and
records as they relate to this policy at any time
during the policy period and up to three years
afterward.

D. Inspections And Surveys

1. We have the right to:
a. Make inspections and surveys at any time;
b. Give you reports on the conditions we find;
and
c. Recommend changes.

2. We are not obligated to make any inspections,
surveys, reports or recommendations and any
such actions we do undertake relate only to
insurability and the premiums to be charged.

We do not make safety inspections. We do not
undertake to perform the duty of any person or
organization to provide for the health or safety
of workers or the public. And we do not warrant
that conditions:
a. Are safe or healthful; or
b. Comply with laws, regulations, codes or
standards.

3. Paragraphs 1. and 2. of this condition apply not
only to us, but also to any rating, advisory, rate
service or similar organization which makes
insurance inspections, surveys, reports or
recommendations.

4. Paragraph 2. of this condition does not apply to
any inspections, surveys, reports or
recommendations we may make relative to
certification, under state or municipal statutes,
ordinances or regulations, of boilers, pressure
vessels or elevators.

E. Premiums
The first Named Insured shown in the
Declarations:

1. Is responsible for the payment of all premiums;
and

2. Will be the payee for any return premiums we
pay.

F. Transfer Of Your Rights And Duties Under This
Policy
Your rights and duties under this policy may not be
transferred without our written consent except in
the case of death of an individual named insured.

If you die, your rights and duties will be transferred
to your legal representative but only while acting
within the scope of duties as your legal
representative. Until your legal representative is
appointed, anyone having proper temporary
custody of your property will have your rights and
duties but only with respect to that property.

INTERLINE
IL 00 17 11 98
10 days
30 days

Page 1 of 1 ends

EVANSTON INSURANCE COMPANY

COMMERCIAL EXCESS LIABILITY POLICY DECLARATIONS
Named Insured and Mailing Address (No., Street, Town or City, County, State, Zip Code) Pacific Aquascape, Inc
17520 NEWHOPE ST STE 120
FOUNTAIN VALLEY, CA 92708-8203

IN RETURN FOR THE PAYMENT OF THE PREMIUM, AND SUBJECT TO ALL THE TERMS OF

THIS POLICY, WE AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY.

These declarations, together with the Coverage Form and any Endorsement(s), complete the above numbered policy.

RENEWAL OF POLICY: MKLV5EUL103255
Policy Period: From 04/30/2022 04/30/2023 at 12:01 A.M. Standard Time at your mailing address shown above.

Each Occurrence Limit: 5,000,000
Aggregate Limit: 5,000,000
Policy Premium: 92,700.00
Terrorism Premium: Not Applicable
Fees (Where Applicable) Not Applicable
Total Premium: 92,700.00
Audit Period:

Not Applicable Annual Semi-Annual Quarterly Monthly Premium Basis: Rate:

Producer Number, Name and Mailing Address
210803
CRC Insurance Services, Inc.
515 South Figueroa Street, Suite 600
Los Angeles, CA 90071
Forms and Endorsements applying to this Coverage Part and made part of this policy at time of issue:

Per Forms Schedule
Per Schedule Of Underlying Insurance
Countersigned: By:

DATE AUTHORIZED REPRESENTATIVE
05/12/2022
Schedule Of Underlying Insurance
Endorsements
Rating Basis (If Subject To Audit)
Payable At Inception$
$
$
$
Premium
$
$
Limits Of Insurance
to
POLICY NUMBER.: MKLV5EUL104132

XXXXXXX

Page 1 of 2 ends

CITY OF BUENA PARK
Department of Public Works

Amendment No. 1 to Professional Services Agreement No. 23-04

PROJECT NAME: Peak Park and Boisseranc Park Pool Improvements P roject

SCOPE OF WORK: Additional design services

CONSULTANT: Pacific Advanced Civil Engineering, Inc.
17250 Newhope Street, Suite 200
Fountain Valley, CA 92708

This Amendment No. 1 to Agreement No. 23-04 (”Amendment”) is da ted June 12, 2023, and is entered into between the City of Buena Park, a California munic ipal corporation (“City”), and Pacific Advanced Civil Engineering, Inc., a California corporat ion (“Consultant”), with reference to the following facts:

RECITALS

WHEREAS, the City and Consultant (jointly at times hereinafter the “Parties”) previously entered into that certain Professional Services Agreement No. 2 3-04 dated February 14, 2023 (“Agreement”), pursuant to which Consultant was retained by the City to provide professional design engineering services for the Peak Park and Boisseranc Pa rk pool improvement project, as such “Services” and “Project” are more specifically defined in the Agreement; and.

WHEREAS, the City and Consultant desire to amend the Agreement to expand the Services to be provided by Consultant to include additional design services for the Project.

NOW THEREFORE, for good and valuable consideration the Partie s agree as follows:

1. ADDITIONAL SERVICES. In addition to the “Services” defined i n Section 2 of the Agreement, Consultant shall perform those additional services t hat are set forth in Consultant’s Proposal dated June 5, 2023, attached hereto this Amendment as Exhibit “A” (“Additional Services”)

2. TIME OF PERFORMANCE. Consultant shall commence performance o f the Services immediately upon receipt of a written notice from the Designate d Official and shall perform the Additional Services in a timely and diligent manner in accordance with the Schedule of Performance for the Original Services so as not to delay the overall Project.

Page 2 of 2 ends

3. ADDITIONAL COMPENSATION. In to the Compensation to be paid C onsultant under the Agreement, as full and complete compensation for Consultant’s p rovision of the Additional Services under this Amendment, including reimburseme nt of expenses, City shall pay Consultant the NOT TO EXCEED amount of $45,790.00, thereby increasing the total aggregate NOT TO EXCEED compensation that may be paid Con sultant under this Amendment and the Agreement to $132,710.00. The not to exceed amounts established for the Services described in Exhibit “A” to the Agreement, and not to exceed amounts established for the Additional Services described in Exhibit “A ” to this Amendment, respectively, shall be considered separate, and the compensation that is allocated to each may not be reallocated to cover cost overages in performance of the other in the other absent the advance written approval from the City.

4. INCORPORATION OF AGREEMENT. Except as expressly modified or su pplemented by this Amendment, all of the provisions of the Agreement shall re main unaltered and in full force and effect and incorporated herein by this reference. In the event of a conflict between the provisions of this Amendment and the provisions of the Agreement, the provisions of this Amendment control.

CITY OF BUENA PARK PACIFIC ADVANCED CIVIL ENGINEERING, INC.

A Municipal Corporation A California corporation

BY:

Aaron France, City Manager Mark Krebs, President

DATE: ______________________________

ATTEST:

____________________________________
Zirang Song, Vice President/Recreational
Water Division Manager
BY:

Adria M. Jimenez, MMC, City Clerk

APPROVED AS TO FORM:

BY:

Christopher G. Cardinale, City Attorney

PAGE 1 OF 13

PROFESSIONAL SERVICES AGREEMENT
NO. 23-04

DATE: 02/14/2023

PROJECT: Peak Park and Boisseranc Park Pool Improvements Project

PARTIES TO THE AGREEMENT:
“CITY” The CITY OF BUENA PARK, a California municipal corpora tion

Designated Official: Name: Mina Mikhael
Title: Director of Public Works/City Engineer
Telephone: (714) 562-3672

Mailing Address: 6650 Beach Boulevard
P.O. Box 5009
Buena Park, CA 90622-5009

THE CONSULTANT Pacific Advanced Civil Engineering, Inc.

Name of Business

Representative: Name: Zirang Song, MS, PE
T i t l e : Vice President
Telephone: (714) 514-8824
Address:

Mailing Address: 17250 Newhope Street, Suite 200
Fountain Valley, CA 92708

TERM OF SERVICE:

Commencement Date: 02/14/2023
Completion Date: 03/31/2024
CONTRACT AMOUNT: $86,920

APPROVED BY: ( ) City Council ( X ) City Manager ( ) Director of Public Works

THIS AGREEMENT MUST BE FIRST EXECUTED BY THE CONSULTANT OR ITS

REPRESENTATIVE AND APPROVED AS TO FORM BY THE CITY ATTORNEY BEFORE THE AGREEMENT MAY BE EXECUTED ON BEHALF OF THE CITY OF BUENA PARK.

PAGE 2 OF 13

B. The CONSULTANT is fully qualified to perform the tasks neces sary for this Project by virtue of its experience and the training, education and exp ertise of its principals and employees.

The Parties therefore agree as follows:

1.0 EMPLOYMENT OF CONSULTANT. The CITY shall engage the CONSULTANT and the CONSULTANT shall perform the services required under this Agreement.

PAGE 3 OF 13

PAGE 4 OF 13

PAGE 5 OF 13

CONSULTANT shall reimburse the Indemnitees for any and all legal expenses and costs incurred by the Indemnitees in connection therewith.

9.5 The obligations of the CONSULTANT under this or any other provi sion of this Agreement shall not be limited by the provisions of any workers’ compensation act or similar act.

9.6 The CONSULTANT’s covenant under this Section 9.0 shall survive the expiration or termination of this Agreement.

PAGE 6 OF 13

PAGE 7 OF 13

PAGE 8 OF 13

13.0 WORK PRODUCT.

13.1 Deliverables. The CONSULTANT shall, in such time and in such form as the CITY may require, furnish reports concerning the status of serv ices required under this

PAGE 9 OF 13

Agreement. The CONSULTANT shall, upon request by the CITY and upon completion or termination of this Agreement, deliver to the CITY all material furnished to the CONSULTANT by the CITY.

13.2 Ownership.

CONSULTANT’s covenant under this Section 13.3 shall survive the expiration or termination of this Agreement.

PAGE 10 OF 13

15.0 MISCELLANEOUS TERMS.

15.1 Nuisance. The CONSULTANT shall not maintain, commit or permit the maintenance or commission of any nuisance in connection with the performance of services under this Agreement.

PAGE 11 OF 13

15.12 Compliance with Laws. In the performance of the work required by this Agreement, the CONSULTANT shall abide by and conform with and t o any and all applicable

PAGE 12 OF 13

15.16 Authority to Bind Parties. Each of the undersigned hereby represents that he or she has the authority to execute this Agreement on behalf of his or her contracting Party.

15.18 Time of the Essence. Time is of the essence in respect to all provisions of this Agreement that specify a time for performance.

PAGE 13 OF 13

In recognition of the obligations stated in this Agreement, the Parties have executed this Agreement on the date indicated above.

CITY OF BUENA PARK

a California municipal corporation
CONSULTANT*

Pacific Advanced Civil Engineering, Inc.

Name of Business

Signature

Name: Aaron France Name: Mark Krebs, P.E.

Title:

City Manager

Title:

President

Signature

Name: Zirang Song, M.S., P.E.

Title:

Vice President/ Recreational
Water Division Manager

ATTEST:
(SEAL)

_____________________________________
Adria M. Jimenez, MMC, City Clerk

APPROVED AS TO FORM:

_____________________________________
Christopher G. Cardinale, City Attorney

EXHIBIT 'A'

Zirang Song, MS, PE
Vice President – Recreational Water Division
Zi
Vi
mobile: 714-514-8824 oﬃce: 714-481-7212 e-mail: [email protected] 17250 Newhope Street, Suite 200 | Fountain Valley, CA 92708 | 714-481-7300 - www.pacewater.com Dear Annie Singhal,
The Peak Park Pool and Boisseranc Park Pool are owned, operated and maintained by the City of Buena Park and are used throughout the community. Therefore, it is critical to the City that the facility is maintained for reliable operation. PACE understands the City desires to upgrade these pools following the recommendations of a recent assessment to best support continuous operation of the facility. The enclosed proposal has been developed to provide the City with expedient and thorough engineering design services to ensure minimal facility downtime and maximum lifespan of the pool facilities.

Sincerely,

ADDENDUM
ACKNOWLEDGMENT:

PACE acknowledges both
Addendum #1 and #2
that were sent via email.

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT

COVER LETTER

SCOPE OF WORK

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT SCOPE OF WORK // 1

BOISSERANC PARK POOL DESIGN SCOPE INCLUDE:

The project scope also includes a geotechnical investigation and site survey. We provided a budgetary estimate for the geotechnical and survey work.

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT SCOPE OF WORK // 2
PACE will manage and coordinate the design process and research and collect all data necessary for the successful completion of this project. PACE will also help the City secure the OC Health permits, and any other agency permits needed. PACE understands that use of the pools will be in high demand, so the design will need to consider the project duration, construction timing and pool startup time requirements.

Draw from past project experience from newly designed and permitted pool renovation designs within Orange County.

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT SCOPE OF WORK // 3

METHODOLOGY
Coordinate and communicate with the City staﬀ closely to understand the project requirements, expectations, constraints, and limitations.

Engage building architect and structural sub-consultant to perform specialty tasks.

Work with pool contractors to develop accurate and current construction cost, duration and material supply estimates.

Provide the City with products and construction methods information for making decisions.

Conduct testing to determine the existing pool water tightness, if required.

Assist the City with construction administration and during project bidding.

C091 // PROFESSIONAL ENGINEERING DESIGN SERVICES PROPOSAL FOR THE CITY OF BUENA PARK – PEAK PARK AND BOISSERANC PARK POOL IMPROVEMENTS PROJECT SCOPE OF WORK // 4