Agenda packet, regular meeting, second session — San Clemente City Council, November 7, 2023 (part 2 of 4)

Action: STAFF RECOMMENDS THAT the City Council:

1. Make a finding that an emergency exists due to the potential failure of an existing sewer pump station and storm drain system and that the situation requires immediate action to prevent or mitigate impairment to property and public services, that might otherwise occur if required to incur delays attributed to the typical engineering design and public competitive bidding process;

2. Declare that the public interest and necessity demand the immediate expenditure -- -····-·-· · • · ·-·-···of -p
ubli-c-fund
s··
to--·safeg□ard-p
ablic
·health;· -·········-··- -···· • ----·· ·
·

3. Approve a supplemental appropriation in the amount of $236,000 to Account Number 054-476•45300-000-12209 from the Sewer Fund Depreciation Reserve;

4. Approve a supplemental appropriation in the amount of $155,000 to Account Number 059-553-45300-000-12004 from the Storm Drain Fund Depreciation Reserve;
12-7-21 / 6J-3
11 Agenda Report Page 4

5. Authorize the City Manager to approve a change order with O'Connell Engineering and Construction, Inc. on a time and materials basis for up to $168,000 for Cyprus Shore Emergency Pump Station Bypass Operation, Project No 12209;

6. Ratify a purchase with Envirocon Systems for storm drain pipe and fittings in the amount of $120,000 for Cyprus Shore Storm Drain Emergency Relocation, Project No 12004: and,

7. Ratify a Construction Contract with Sancen Technologies, Inc. in the amount of $57,280 Cyprus Shore Storm Drain Emergency Relocation, Project No 12004.

Attachments: 1. Location Map.

2. Storm Drain Location Exhibit.

3. Envirocon Systems Initial Purchase Order.

4. Sancen Technologies, Inc. Construction Proposal for a 36-inch Storm Drain Liner.

The Construction Contract is on-file with the City Clerk's Office.

5. October 19, 2021 City Council Agenda Report without attachments.

Notification: None.
12-7-21 / 6J-4
-7··
12 Department:

Prepared By:

Subject:

Fiscal Impact:

AGENDA REPORT

SAN CLEMENTE CITY COUNCIL MEETING
Meeting Date: April 5, 2022
Utilities
David Rebensdorf, Utilities Director {) ?-
Agenda Item (o J
Approvals:

City Manager t2J J{)
Dept. Head O g.

Attorney C Jf
FinanceT�

RATIFICATION OF EMERGENCY PURCHASES, CONSTRUCTION CONTRACT WITH O'CONNELL

ENGINEERING & CONSTRUCT/ON FOR CYPRUS SHORE PUMP STATION RELOCATION, AND

FIRST AMENDMENT TO A PROFESSIONAL SERVICES AGREEMENT WITH AKM CONSULTING ENGINEERS, PROJECTNO.'S 12004AND 12210.

Yes. The total estimated project cost for the Cyprus Shore Pump Station Relocation, Project No. 12210 is $2,623,150. The project was originally budgeted for $88,580, and a supplemental appropriation of $2,534,570 is recommended from the Sewer Connection Fee Reserve to Account No. 054-477-45300-000-12210.

A total of $411,000 has been budgeted for Cyprus Shore Storm Drain Emergency Relocation, Project No. 12004. Based on actual costs and addition funding for project management, a supplemental appropriation is recommended in the amount of $40,000 from the Storm Drain Fund Depreciation Reserve to Account No. 059-553- 45300-000-12004.

There is sufficient fund balance within all proposed funds for the recommended supplemental appropriations.

Summary: Staff recommends additional funding for Project No.'s 12004 and 12210, ratifying a Construction Contract with O'Connell Engineering and Construction, Inc. (O'Connell) in the amount of $1,974,950 for the Cyprus Shore Pump Station Relocation, ratifying a change order with O'Connell for the Storm Drain Relocation, and approval of a First Amendment to a Professional Services Agreement with AKM Consulting Engineers (AKM).

Background: Coastal bluff movement at Cyprus Shore necessitated an emergency response to ensure uninterrupted wastewater and storm drainage. On September 20, 2021, City staff installed a temporary emergency sewer bypass pump system adjacent to the Cyprus Shore Clubhouse near the intersection of Calle Ariana and Avenue de las Palmeras. In order to protect public health and safety, the City Council ratified the emergency Professional Services Agreement and Construction Contract approved by the City Manager with AKM and O'Connell and an initial appropriation of funding for expenditures, including construction management/inspection services for Dudek Engineering, material purchases and rentals at its October 19, 2021 City Council Meeting. With the need for continued operation of the pump station with pump watch while a more permanent facility is designed and constructed, additional operational Utilities Agenda Report 4-5-22 / 6J-1
Attachment 5
13 Agenda Report Page 2
funding was approved on December 7, 2021 and February 15, 2022. Design was completed for the Pump Station Relocation by AKM and bids were received.

Discussion: Project No. 12210 - Cyprus Shore Pump Station Relocation, AKM prepared a design for the relocation of the pump station, which includes the following: wet well, three pumps, replacement of the six-inch forcemain in Calle Ariana, electrical equipment and instrumentation with emergency generator backup power to be purchased separately. The project will improve the pumps, electrical and motor control systems.

Based on a bid package prepared by AKM, City staff contacted three contractors that have satisfactorily completed previous City projects to receive bids for the emergency Cyprus Shore Pump Station Relocation. The following bids were received on March 8, 2022:

O'Connell Engineering and Construction, Inc.

Jennette Company
sew Contracting Corporation
$1,974,950
$2,467,935
$4,096,168
Based on the low bid, construction costs are estimated as follows:

Design/Construction Services
Installation and Monitoring an Inclinometer
Construction Management, Inspection and Testing
Construction
Emergency Generator
Contingency (15%)
Total Project Cost
$ 77,200
25,000
175,000
1,974,950
75,000
296,000
$2,623,150
Based on the low bid, the City Manager approved a construction Contract with O'Connell in the amount of $1,974,950. The City Manager has the authority to approve emergency contracts and purchases when there is a need to protect public health and safety per Section 3.40.070 of the City of San Clemente Municipal Code.

In addition, a First Amendment to the Professional Service Agreement with AKM is ; recommended to provide construction related engineering support services and to finalize design for the permanent relocation of the pump station in the amount of $77,158 (Attachment 7). The original Professional Services Agreement with AKM was for preliminary design and analysis for the pump station and storm drain in the amount of $98,464 and did not include final design or construction period services.

The pump station relocation project was budgeted for preliminary design and analysis in the amount of $88,580. Based on the bids and additional services needed to complete the project, the total project cost is estimated at $2,623,150, based on the project costs, a supplemental appropriation of $2,534,570 is needed to fund the project.

Project No. 12004 - Cyprus Shore Storm Drain Emergency Relocation, the Emergency Storm Drain Relocation is partially constructed due to negotiations between the City and Cyprus Shore HOA related to its placement. The pipeline and fittings have been purchased, the pipeline has been partially placed and stored above 4-5-22 I 6J-2
14 Agenda Report Page 3
ground have been constructed. Based on a time and materials basis, approximately $130,000 has been spent with O'Connell for equipment, staffing and materials. The original contract was approved for $39,405 with a change order in the amount of $31,230 approved within the project contingency limit. Based on actual construction costs to date, the City Manager approved a change order in the amount of $59,000.

As previously mentioned, the City Manager has the authority to approve emergency contracts and purchases when there is a need to protect public health and safety per Section 3.40.070 of the City of San Clemente Municipal Code.

Based on current construction costs, design, construction management, purchase of ,materials, storm drain lining, and plug installation and maintenance, approximately $441,000 has been spent to date. Staff is requesting an additional $10,000 for project management and contingency until the location of the pipeline is determined. At that time, additional funding will be needed to complete the relocation project. A total of $411,000 has been budgeted, based on the cost as previously mentioned, a supplemental appropriation is recommended in the.amount of $40,000.

Recommended
Action: STAFF RECOMMENDS THAT the City Council:

1. Make a finding that an emergency continues to exist due to the potential failure of an existing sewer pump station and storm drain ·system and that the situation requires immediate action to prevent or mitigate impairment to property and public services, that might otherwise occur if required to incur delays attributed to the typical engineering design and public competitive bidding process;

2. Declare that the public interest and necessity deniand the immediate expenditure of public funds to safeguard public health;

3. Approve a supplemental appropriation in the amount of $2,534,570 to Account Number 054-477-45300-000-12210 from the Sewer Connection Fee Reserve for Cyprus Shore Pump Station Relocation, Project No.1221 O;

4. Approve a supplemental appropriation in the amount of $40,000 to Account Number 059-553-45300-000-12004 from the Storm Drain Fund Depreciation Reserve for Cyprus Shore Storm Drain Emergency Relocation, Project No. 12004;

5. Ratify a Construction Contract with O'Connell Engineering and Construction, Inc. in the amount of $1,974,950 for Cyprus Shore Pump Station Relocation, Project No.12210;

6. Ratify a Change Order with O'Connell Engineering and Construction, Inc. on a time and materials basis for $59,000 for Cyprus Shore Storm Drain Emergency Relocation, Project No. 12004; and,

7. Approve and authorize the City Manager to execute, Amendment No. 01 to Contract C21-43 by and between the City of San Clemente and AKM Consulting Engineers. This Amendment increases the contract amount from $98,464 to $175,622 (an increase of $77,158).
4-5-22 I 6J-3
15 Agenda Report Page 4
Attachments: 1. Location Map.

2. Construction Contract with O'Connell Engineering & Construction for Cyprus Shore Pump Station Relocation, Project No.12210 (without attachments).

3. First Amendment to Professional Services Agreement with AKM Consulting Engineers.

Notification: None.
i:\cu\secure\staff\admin\agenda-admin reports\2022 admins\4-5-22\4-5-22-3r cyprus shore contract award and supplemental appropriation.docx 4-5-22 / 6J-4
16 PROJECT

LOCATION
City of San Clemente
910 Calle Negocfo, Suite 100
SlQl Clemente, CA 92673
Tel (949) 3�1-6100
Fax (949) 361-8316
Cyprus Shore Storm Drain and
Pump ·station Relocation
PN 12004 & 12209
4-5-22 / 6J-5
17 Attachment 2
SECTION 00500

CONTRACT
THIS CONTRACT is made this __ day of 2022, in the County of Orange, State of California, by and between the City of Sari Clemente hereinafter called City, and ____________ , hereinafter called Contractor. City and the Contractor for the considerations stated herein agree as follows:

ARTICLE 1. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated the contract and shall provide all labor, materials, equipment, tools, utility services, and transportation to. complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5 below for the following Project:

CUPRUS SHORE PUMP STATION RELOCATION, PROJECT NO. 12209 The Contractor and its surety shall be liable to City for any damages arising as a result of the Contractor's ·failure to comply with this obligation.

ARTICLE 2. TIME FOR COMPLETION. The Work shall be commenced on the date stated in City's Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within 130 working days from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.

ARTICLE 3. CONTRACT PRICE. City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of :One Million, Nine Hundred Seventy Four Thousand, Nine Hundred Fifty Dollars ($1,974,950.00). Payment shall be made as set forth in the General Conditions.

ARTICLE 4. LIQUIDATED DAMAGES/EARLY COMPLETION INCENTIVE. Liquidated damages have been waived for this project.

ARTICLE 5. COMPONENT PARTS OF THE CONTRACT. The "Contract Documents" include the following:

Contract
Notice Inviting Bids
Instructions to Bidders
Bid Form
Contractor's Certificate Regarding Workers' Compensation Designation of Subcontractors
Information Required of Bidders
Noncollusion Declaration form
Iran Contracting Act Certification
1 SECTION 00500

CONTRACT
4-5-22 I 6J-6
18 SECTION 00500

CONTRACT
Public Works Contractor Registration Certification
Performance Bond
Payment Bond
General Conditions
Special Conditions
Technical Specifications
Plans and Drawings
Addenda
Approved and fully executed change orders
Any other documents contained in or incorporated into the Contract
The Contactor shall complete the Work in strict accordance with all of the Contract Documents.

All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties.

ARTICLE 6. PROVISIONS REQUIRED BY LAW. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Project.

ARTICLE 7. INDEMNIFICATION. Contractor shall provide indemnification as set forth in the General Conditions.

ARTICLE 8. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at City of San Clemente Public Works Department or may be obtained online at http//www.dir.ca.gov/dlsr. and which must be posted at the job site.

IN WI_TNESS WHEREOF, this Contract has been duly executed by the abpve-named parties, on the day and year above written.
2 SECTION 00500

CONTRACT
4-5-22 I 6J-7
19 SECTION 00500

CONTRACT
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed on the respective dates set forth opposite of their signatures.

ATTEST:

CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:

BEST BEST & KRIEGER
City Attorney
AP'.PROVED AS TO AVAILABILITY
OF FUNDING:

Finance Authorization

CITY OF SAN CLEMENTE
By: ____________ _
Its: ____________ __,
Dated: ________ , 20 __
("CONTRACTOR")
By: ____ -,--_______
Its: ------------
Dated: ______ _, 20 __

END OF CONTRACT
3 SECTION 00500

CONTRACT
4-5-22 I 6J-8
20 Attachment 3

FIRST AMENDMENT TO

PROFESSIONAL CONSULTANT SERVICES AGREEMENT FOR
Cyprus Shore Storm Drain Emergency Relocation, Project No. 12004: and Cyprus Shore Pump Station Emergency Relocation, Project No.12209 This First Amendment to Professional Consultant Services Agreement for Cyprus Shore Storm Drain Emergency Relocation, Project No. 12004: and Cyprus Shore Pump Station Emergency Relocation, Project No. 12209 (this "First Amendment") is made and entered into on this_. _day of __ _, 20_, by and between the CITY OF SAN CLEMENTE, a California municipal corporation ("City"), and AKM Consulting Engineers, Inc., an engineering consulting firm, with its principal place of business at 553 Wald, Irvine, CA 92618 ("Consultant") . . A. City and Consultant entered into that certain Professional Consultant Services Agreement for Cyprus Shore Storm Drain Emergency Relocation, Project No. 12004; and Cyprus Shore Pump Station Emergency Relocation, Project No.-12209 (the "Agreement") on October 19, 2021.

B. City and Consultant desire to amend the Agreement in the manner provided herein.

COVE NA NTS:

Section 1: Section 3.3.1 of the Agreement is hereby amended by increasing the total compensation from Ninety Eight Thousand, and Four Hundred Sixty Four Dollars ($98,464) to One Hundred Seventy Five Thousand, and Six Hundred Twenty Two Dollars ($175,622) • and extends the agreement until January 31st, 2023. In addition to the services to be performed by Consultant as referenced in Exhibit A to the Agreement, Consultantshall also perform those services described in Exhibit "A" to this First Amendment, which exhibit is attached here�o and incorporated herein by this reference.

Except as expressly amended by this First Amendment, the remaining portions of the Agreement shall remain in full force and effect
4-5-22 I 6J-9
21 IN WITNESS WHEREOF, the parties hereto have caused this First Amendment to be duly executed on the respective dates set forth opposite of their signatures.

ATTEST:

CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM.:
• --·- "BESr-BEST &1<RIEGER ••
City Attorney
APPROVED AS TO AV AIL.ABILITY
.OF FUNDING:

Finance Authorization

CITY OF SAN CLEMENTE
By: ------------
Its: ------------
Dated: _______ _;, 20
("CONSULT ANT")
By: __________ _
Its: -----------
Dated: ______ _,20 __
4-5-22 I 6J-1 0
22 EXHIBIT "A"
(See Attached)
4-5-22 I 6J-11
23 AKM Consulting Engineers
553 Wald
Irvine, CA 92618
Telephone: 949.753.7333 Facsimile: 949.753.7320
www.akmce.com
March 21, 2022
City of San Clemente
910 Calle Negocio
San Clemente, CA 92673
Attention: Mr. David Rebensdorf, Utilities Director
Mr. Amir llkhanipour, Senior Civil Engineer
Water Resources
Infrastructure
Construction Management
Subject: Requ�,t for Additional Budget for Cyprus Shore Lift Station Emergency Relocation {Project No.12209) Additional Services and Topographic Surveying.

Dear Mr. Rebensdorf:

The original scope of work for this project was to develop contract documents consisting of design-build level of concept p_lans, which would require the construction contractor to develop further details and construct a temporary lift station with a pre-packaged motor control center. AKM completed this work.

The City then decided to evaluate the feasibility of constructing two (2) permanent lift stations, along with new influent sewers and forcemains. AKM geveloped concept plans with. alternatives for one lift statiQn =at the south end of Calle Ariana with its 4-inch f�rcemain along Ci:ille Anana, Calle M�rlena, Avenida de las Palmera, Calie Establo, and Avenida Vista del Oceana to the new second. lift station near the Cyprus Cove Club Hquse. • The seci:mdJift station wa� ,planned to �e constructed just west of the Cyprus Cove Club House with a 6-inqhforcemain in Avenida Vista. del Qce1;1no and Vista Azul, connE;iGfing to ttle existing 6-inch forcemain at Vista Blanca. AKM developed .implementation cost estimates for this alternative for review by the City. This work was not included in the originai scope of work.

Following review of these alternatives, the City decided to proceed with a more permanent lift station in Avenida de las Palmera, just west of Calle Ariana. This required the preparation of plans and specifications for a designbid-build project. AKM prepared 16 sheets of plans, technical specifications and front-end documents, and cost estimates for the project, which included constant speed pumps.

The plans and technical specifications were subsequently revised at City's request to change operation of the pumps with variable frequency drives. AKM revised the electrical plans and specifications to implement this change. This work was not included in the original scope of work.

During the preparation of the drainage plans, it became necessary to prepare a topographic map of the work area. AKM completed this work thorough a subconsultant. This work was not included in the original scope of work. This work has already been billed and paid for, which is removed from the request for additional budget 4-5-22 I 6J-12
24 for design and bidding services. We request a budget augmentation of $36, 426 for this effort, as detailed in the table below:

Item
1 2
3 4 --
5 6
·7
Additional Design and Bidding Services
Description
Two New Lift Stations Alternative
Design-Bid-Build Lift St�i0!l Oocuments
Revise Electrical Plans and Specs
Bidding Support Services
Topographi C Surveying (Billed)
Total Hours
Total Additional Work
Requested Additional Budget for Design and Bidding (6-5) Pro)ect
Director/
Rate
$232
8 18
8 4
2 .40
$9,280
Project Associate
Manager Engineer
/Rate /Rate
$225 $155
4 48
24 n 4
$16,200 $620
CAD Word
Operator Processing Total Subconsultant/
/Rate /Rate Hours Expenses Cost($)
$107 $76
12 $2,476
80 4 150 $23,1!40
18 50 $9;1sz
4 $9.2$
2 8,360 $8,824
98 4 218
$10,486 $304 8,360 $45,250
$36,426
With the changes in the project's method of implementation, we expect to perform additional engineering services during construction of the lift station and approximately 1200 feet of new forcemain. These will include additional shop drawing and submittal reviews, responses to requests for information, participation in start-up and testing of the lift station, and preparation of as-built record drawings, as detailed below. We request an additional budget of $40,732 for engineering se.rvices during construction. We will invoice these services on a time and materials basis.

Project Project Associate CAD Word
Director/ Manager Engineer Operator Processing Total Subconsultant/ Rate /Rate /Rate. /Rate
-
/Rate Hours El!penses Cost($)
Item Description $232 $225 $155 $107 $76
1 Revi.ew Shop r;>rawi ngs and Su.bmittllls 8 .16 60 8 92 $ts;�. 2 Respo.nd to RFls 4 8 8 20 .$3,$
3 Field Meetings 8 16 24 $250 $S;ili6
4 Stait:up and Testing 4 . 20 24 $250 j,�i,s.
5 Prepare As-Built Pl ans 4 8 64 76 $1,000 $10,0l.6
Total Ho1,1rs 28 60 76 64 8 236
6 Total Additional Work -Eng. Services During Construction 6,496 13,500 11,780 6,848 608 0 $1,500 $40,732 Our total additional budget request is$ 77,158. Should you have any questions or require additional information, please do not hesitate to contact the undersigned at {949) 753-7333.

Very truly yours,
AKM Consulting Engineers
jlt-r�
Zaki Kayiran, P.E.

Principal
AKM Proposal No. 22-1037 .1-2
4-5-22 I 6J-13
25 ATTACHMENT 6
4882-9904-3949 v1
RESOLUTION NO. 23-125

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, ACCEPTING AND FILING

A NOTICE OF COMPLETION FOR THE CYPRUS SHORE

STORM DRAIN EMERGENCY RELOCATION PROJECT

FROM THE STORM DRAIN FUND DEPRECIATION
RESERVE, ACCOUNT NO. 059-553-45300-000-12004
WHEREAS, On October 19, 2021, The City Council Ratified a construction contract with O’Connell Engineering on a time and materials basis for up to $40,000 for the Cyprus Shore Storm Drain Emergency Relocation; and
WHEREAS, The necessary work consisted of establishing an emergency bypass system for the storm drain so that the storm runoff would not drain over the failed slope; and
WHEREAS, On December 7, 2021, the City Council approved an additional $30,635 to O’Connell’s contract for the installation of K-Rails, sandbags and visqueen to enhance the storm drain diversion effort; and
WHEREAS, On April 5, 2022, the City Council ratified the approval of a change order to O’Connell’s contract, on a time and materials basis, in the amount of $59,000 to construct a new storm drain manhole/junction structure in from of the Club House for the diversion storm drain system; and
WHEREAS, In late March 2023, the temporary storm drain system needed repairs and were performed under time and materials in the amount of $9,535 with a total expenditure to date of $138,772; and
WHEREAS, When the project first began it was determined to be categorically exempt from the California Environmental Quality Act (CEQA) under section 15269, Emergency Projects.

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

SECTION 1. That the above recitations are true and correct and incorporated herein.

SECTION 2. Accept the Cyprus Shore Storm Drain Emergency Relocation, Project No. 12004, from O’Connell Engineering and Construction, Inc.

SECTION 3. Authorize the Public Works Director/City Engineer to execute and record the Notice of Completion for the completed Cyprus Shore Storm Drain Emergency Relocation.

SECTION 4. Authorize the City Clerk to release the Payment Bond 35 days from 26 Resolution No. 23-125 Page 2
4882-9904-3949 v1
the recordation of the Notice of Completion upon verification with the Engineering Division that no liens have been levied against the Contractor, O’Connell Engineering and Construction, Inc.

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

PASSED AND ADOPTED this _____ day of ____________________, 2023.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-125 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
___________________________
Elizabeth A. Mitchell, City Attorney
27 910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: November 7, 2023 Agenda Item: 7G
Department: Public Works
Prepared By: Belgin Cuhadaroglu, Associate Civil Engineer Subject:

CONSIDERATION OF A RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO JENNETTE COMPANY, INC. FOR WATER RECLAMATION PLANT SPLITTER BOX REHABILITATION, CIP PROJECT NO. 14206, IN THE AMOUNT OF $379,500, AUTHORIZING

THE CITY MANAGER TO EXECUTE THE CONTRACT, AND FINDING THE PROJECT CATEGORICALLY EXEMPT UNDER SECTION 15301 OF THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT GUIDELINES
dy
Fiscal Impact:

The estimated construction cost of $496,600 is within the available approved project budget of $995,680 from the Sewer Depreciation Fund, Account No. 054-476-45300-000-14206.

Summary:

The slide gates and supporting concrete for the guides at the Water Reclamation Plant (WRP) Splitter Box are degraded and are in need of repairs. The project will replace five slide gates inside the Splitter Box including some concrete and lining repairs, and replacement of the existing hatches.

Before the City Council is the approval of a construction contract with Jennette Company, Inc. for the WRP Splitter Box Rehabilitation, in an amount not to exceed $379,500, plus a 19% project contingency of $72,100, located at the City of San Clemente Water Reclamation Plant, as shown on the Location Map (Attachment 1).

Background:

The Splitter Box in the City of San Clemente Water Reclamation Plant (WRP) is an essential element of the WRP that is responsible for directing and diverting the oncoming wastewaters from sewer pump stations and sewer gravity lines within the City to different parts of the WRP for various processes of the wastewater. The slide gates and supporting concrete for the guides at the Splitter Box are degraded to the point that staff can no longer operate the gates. The project consists of removing the existing damaged gates, adjusting piping layouts, performing necessary concrete work, and installing five new slide gates within the Splitter Box. Additionally, it involves replacing access hatches.

Staff prepared a bid package, notified local contractors, and advertised the project for competitive bidding on the PlanetBids website and in the SC Times. Nine bids were received on October 18, 2023, ranging from $379,500 to $925,500. The results are presented on the attached Bidders’ Listing (Attachment 3). The lowest responsive and responsible bidder was Jennette Company, 1 Meeting Date: November 7, 2023 Agenda Item: 7G

CITY OF SAN CLEMENTE
Inc. of San Diego, California at $379,500. While local contractors were notified of the bid advertising, no local contractors submitted a bid.

Based on the low bid, the total estimated project cost is $496,600, as summarized below:

Construction Administration, Management &
Inspection: $ 45,000
Construction Contract: 379,500
Contingency (19%): 72,100
Total Estimated Construction Cost: $ 496,600
As required by state law and City policy, the Contractor will be required to provide performance and payment bonds simultaneously with execution of the construction contract (Attachment 4).

Project plans and specifications are on file in the City Clerk’s office.

Council Options:
 Adopt Resolution No. 23-126 (Attachment 2), awarding the contract for WRP Splitter Box Rehabilitation to Jennette Company, Inc., and authorizing the City Manager to execute a construction contract the amount of $379,500, plus a 19% project contingency of $72,100; and finding the project categorically exempt from CEQA under Class 1 (Existing Facilities, 14 CCR section 15301) of the State CEQA Guidelines.
 Modify and adopt Resolution No. 23-126.
 Continue the item and direct staff to provide additional information.  Do not adopt Resolution No. 23-126 and put the project on hold.

Environmental Review/Analysis:

This project is categorically exempt from the CEQA under Class 1 (Existing Facilities, 14 CCR section 15301) of the State CEQA Guidelines because it consists of the operation, repair, maintenance, permitting, leasing licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use.

Recommended Actions:

Staff Recommendation
Staff recommends that the City Council adopt Resolution No. 23-126, which will:
..recommendation

1. Find the WRP Splitter Box Rehabilitation, CIP Project No. 14206, is categorically exempt from the CEQA under Class 1 (Existing Facilities, 14 CCR section 15301) of the State CEQA Guidelines;

2. Award the WRP Splitter Box Rehabilitation, CIP Project No. 14206, construction contract to Jennette Company, Inc. as the lowest responsible and responsive bidder; and 2 Meeting Date: November 7, 2023 Agenda Item: 7G

CITY OF SAN CLEMENTE

3. Authorize the City Manager to execute a construction contract with Jennette Company, Inc. in an amount of $379,500, in a form substantially similar to Contract No. C23-64 (Attachment 4); and

4. Approve a 19% project contingency of $72,100.
..end
Attachment:

1. Location Map

2. Resolution 23-126

3. Bidders’ Listing
4(a). Contract
4(b). Contract Attachments
Notification:

All Bidders
3 NOTTO SCALE

PROJECT

LOCATION
0 m

SAN CLEMENTE

WATER RECLAMATION
PLANT
City of San Clemente
s:
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z
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910 Calle Negocio, Suite 100
San Clemente, CA 92673
Tel (949) 361-6100
Fax (949) 361-8316

LOCATION MAP
WRP
Splitter Box
Rehabilitation
P.N. 14206
ATTACHMENT 1
4 ATTACHMENT 2
4882-9904-3949 v1
RESOLUTION NO. 23-126

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, AWARDING A

CONSTRUCTION CONTRACT TO JENETTE COMPANY,
INC. FOR THE SAN CLEMENTE WATER RECLAMATION

PLANT SPLITTER BOX REHABILITATION, CIP PROJECT
NO. 14206 IN THE AMOUNT OF $379,500; AUTHORIZING
THE CITY MANAGER TO EXECUTE THE CONTRACT; AND

FINDING THE PROJECT CATEGORICALLY EXEMPT

FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
(CEQA) UNDER CLASS 1 (EXISTING FACILITIES, 14 CCR
SECTION 15301) OF THE STATE CEQA GUIDELINES
WHEREAS, the slide gates and supporting concrete for the guides at the City of San Clemente Water Reclamation Plant (WRP) Splitter Box are degraded to the point that staff can no longer operate the gates and are in need of repairs; and WHEREAS, the City conducted formal competitive bidding for the WRP Splitter Box Rehabilitation, Project No. 14206 (Project); and
WHEREAS, on October 18, 2023, the City received nine (9) bids ranging from $379,500 to $925,500 for the Project; and
WHEREAS, the lowest responsive and responsible bidder was, Jannette Company, Inc. of San Diego, California, in the amount of $379,500.

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

SECTION 1. That the above recitations are true and correct and incorporated herein.

SECTION 2. That the Construction Contract Agreement for the WRP Splitter Box Rehabilitation, Project No. 14206, is awarded to Jannette Company, Inc.

SECTION 3. That the City Manager is authorized and directed to execute a construction contract for the WRP Splitter Box Rehabilitation, CIP Project No. 14206 with Jannette Company, Inc., in the amount of $379,500, in a form substantially similar to that presented to City Council on November 7, 2023.

SECTION 4. That a 19% project contingency of $72,100 for CIP Project No. 14206 is hereby approved. The City Manager is authorized to utilize the project contingency to the extent necessary and proper.

SECTION 5. That the project is categorically exempt from the California Environmental Quality Act (CEQA) under Class 1 (Existing Facilities, 14 CCR section 15301) of the State CEQA Guidelines because it consists of replacement or 5 Resolution No. 23-126 Page 2
4882-9904-3949 v1
reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced and there is no possibility of a direct or reasonably foreseeable indirect effect on the environment.

SECTION 6. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this _____ day of November, 2023.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-126 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of November, 2023, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of November, 2023. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
___________________________
Elizabeth A. Mitchell, City Attorney
6 City of San Clemente
Bid Results for Project WRP Splitter Box Rehabilitation (PN-14206)Issued on 09/14/2023Bid Due on October 18, 2023 4:00 PM (PDT)Exported on 10/19/2023Vendor Name City State Bid Amount Format Bid Submit DateJennette Company Inc. San Diego CA $379,500.00 Electronic 10/18/2023 2:51:29 PMVicon Enterprise Inc Anaheim CA $475,000.00 Electronic 10/18/2023 3:52:23 PMInnovative Construction Solutions Costa Mesa CA $552,750.00 Electronic 10/18/2023 2:35:48 PMCora Constructors Inc. Palm Desert CA $597,900.00 Electronic 10/18/2023 3:45:32 PMGSE Construction Company Inc. Livermore CA $659,200.00 Electronic 10/18/2023 3:50:06 PMO'Connell Engineering & Construction, Inc. Winchester CA $786,255.00 Electronic 10/18/2023 3:04:49 PMTharsos Inc. La Mesa CA $796,000.00 Electronic 10/18/2023 3:58:17 PMHoualla Enterprises, Ltd. Newport Beach CA $844,536.00 Electronic 10/18/2023 3:20:17 PMBONADIMAN WATER INC. RIVERSIDE CA $925,500.00 Electronic 10/18/2023 3:47:47 PM $77$&+0(17
7 SECTION 00500

CONTRACT
THIS CONTRACT is made this _____ day of _________, 2023, in the County of Orange, State of California, by and between the City of San Clemente hereinafter called City, and Jennette Company, Inc., a California corporation, hereinafter called Contractor. City and the Contractor for the considerations stated herein agree as follows:

ARTICLE 1. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated the contract and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5 below for the following Project:

WRP SPLITTER BOX REHABILITATION, PROJECT NO. 14206
The Contractor and its surety shall be liable to City for any damages arising as a result of the Contractor’s failure to comply with this obligation.

ARTICLE 2. TIME FOR COMPLETION. The Work shall be commenced on the date stated in City’s Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within 120 working days from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.

ARTICLE 3. CONTRACT PRICE. City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of Three Hundred SeventyNine Thousand and Five Hundred Dollars ($379,500). Payment shall be made as set forth in the General Conditions.

At any time during the term of the Contract, City may, pursuant to the terms and provisions of the Contract Documents, request that the Contractor perform additional work. Contractor shall not perform, nor be compensated for, additional work without written authorization from the City pursuant to the terms and provisions of the Contract Documents. This project includes a 19% contingency in the amount of Seventy Two Thousands and One Hundred Dollars ($72,100) for unforeseen conditions. In no event shall approved additional work exceed such project contingency, nor shall the total amount of compensation for work performed under this Contract, including approved additional work, exceed Four Hundred Fifty One Thousand Six Hundred Dollars ($451,600).

ARTICLE 4. LIQUIDATED DAMAGES/EARLY COMPLETION INCENTIVE. In accordance with Government Code section 53069.85, it is agreed that the Contractor will pay City the sum of $750 for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event that Liquidated Damages are not paid, the Contractor agrees City may deduct that 8 55452.01510\32905704.2
2 APPENDIX 3

TECHNICAL SPECIFICATIONS
amount from any money due or that may become due the Contractor under the Contract. This Article does not exclude recovery of other damages specified in the Contract Documents.

ARTICLE 5. COMPONENT PARTS OF THE CONTRACT. The “Contract Documents” include the following:

Contract
Bid Form
Contractor’s Certificate Regarding Workers’ Compensation Bid Bond
Designation of Subcontractors
Information Required of Bidders
Non-Collusion Declaration form
Iran Contracting Act Certification
Public Works Contractor Registration Certification
Performance Bond
Payment Bond
General Conditions
Special Conditions
Technical Specifications
Addenda
Plans and Drawings
Approved and fully executed change orders
Any other documents contained in or incorporated into the Contract The Contactor shall complete the Work in strict accordance with all of the Contract Documents.

ARTICLE 7. INDEMNIFICATION. Contractor shall provide indemnification as set forth in the General Conditions.

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed on the respective dates set forth opposite of their signatures. 9 55452.01510\32905704.2
3 APPENDIX 3

TECHNICAL SPECIFICATIONS

CITY OF SAN CLEMENTE
By:________________________________
Andy Hall, City Manager
ATTEST:

Dated: ____________________, 2023
______________________________
CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:
____________________________
Elizabeth A. Mitchell, City Attorney

APPROVED AS TO AVAILABILITY
OF FUNDING:
________________________________
Finance Authorization

JENNETTE COMPANY, INC.
(“CONTRACTOR”)
By:_____________________________
Brian Jennette, CEO, Secretary and
CFO
Dated: __________________, 2023

END OF CONTRACT
10 DRAFT
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$77$&+0(17
E

11 DRAFT
55452.01510\32905704.2
13 SECTION 00400
BID

FORM REVISED
SECTION 00400
BID

FORM REVISED
NAME OF BIDDER: JENNETTE COMPANY, INC.

The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project:

WRP SPLITTER BOX REHABILITATION

BID SCHEDULE REVISED
Bid
Item
No.

Bid Item Description Unit of
Measure
Est.

Qty Unit Price Total Item Cost

1. Mobilization And Demobilization LS 1

2. Site Demolition LS 1
3A 18" Inflatable Pipe Plugs for
PCI Channel Isolation
EA3
3B 24" Inflatable Pipe Plugs for
PCI Channel Isolation
EA2

4. Replacement of Hatches LS 1

5. Installation of Gates LS 1

6. Waste Management Plan LS 1

7. Lining of PCI Channel * SF 200

8. Epoxy Injection Grout ** LF 150
In case of discrepancy between the unit price and the item cost set forth for a unit basis item, the unit price shall prevail and, shall be utilized as the basis for determining the lowest responsive, responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the “Item Cost” column, then the amount set forth in the “Item Cost” column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price.

If any of the above discrepancies exist, the City may recalculate the bid price on the basis of the unit price and the bidder agrees to be bound by such recalculation.

It is understood that the quantities shown for the unit price items are approximate only and subject to increase or decrease, being stated only for the purpose of comparing bids and fixing the amount of surety bonds, and that should the quantity of work on the unit price basis be increased, the undersigned Bidder will perform the additional work at the unit price set out herein, and that should 15,000.00
55,000.00
370.00
370.00
196,000.00
98,000.00
300.00

42.00 33.00
15,000.00
55,000.00
1,110.00
740.00
196,000.00
98,000.00
300.00
8,400.00
4,950.00 $
$
12 DRAFT
55452.01510\32905704.2
14 SECTION 00400
BID

FORM REVISED
SECTION 00400
BID

FORM REVISED REVISED
the quantity be decreased, payment is to be made on the actual quantity installed at such unit price, and the undersigned Bidder will make no claims for anticipated profits or additional compensation for any increase or decrease in the quantity. It is further understood that actual quantities on the unit price items will be determined upon completion of the work covered by the Contract.
*Contractor shall provide the City Engineer with the quantity of lining to be replaced and obtain City Engineer's approval prior to replacement of the lining. Additional lining required for this project which is outside of this estimated quantity shall be replaced by the Contractor at no additional cost to the City.
**Contractor shall provide the City Engineer with the quantity of epoxy injection grout required for water tight seal around piping described above and new slide gates, while also including quantity of fill for any cracks that the City Engineer considers as a compromise to the integrity of the PCI Channels. City Engineer's approval shall be obtained prior to application of the epoxy injection grouting.

Final payment shall be determined by the Engineer from measured quantities of work performed based upon the unit price.

TOTAL BID PRICE (BASED ON BID SCHEDULE):
$ 379,500.00
Total Bid Price in Numbers
Three hundred seventy nine thousand and five hundred dollars Total Bid Price in Written Form
In case of discrepancy between the written price and the numerical price, the written price shall prevail. In case of a discrepancy between the electronic bid form in the City’s Planet Bids system (if used) and this completed bid form, the signed hardcopy bid form (or scanned signed form uploaded to the City’s Planet Bids system, shall prevail.

The undersigned agrees that this Bid Form constitutes a firm offer to City which cannot be withdrawn for the number of calendar days indicated in the Notice Inviting Bids from the bid opening, or until a Contract for the Work is fully executed by City and a third party, whichever is earlier.

The Contract duration shall commence on the date stated in City’s Notice to Proceed, and shall be completed by the Contractor in the time specified in the Contract Documents. In no case shall the Contractor commence construction prior to the date stated in City’s Notice to Proceed.

Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors, License No. _________, Expiration Date _______, class of license _____. If the bidder is a joint venture, each member of the joint venture must include the above information.

The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents.
13 DRAFT
14 SECTION 00400

BID FORM R - VISED REVISED
Addenda No. ___ __. _______ _
Addenda No. ___ ____....__ ____ _
Addenda No.
- --------- Bidder has attached the following:

1. The completed Contractor's Certificate Regarding Workers' Compensation form.

2. The required bid security in the amount of not less than 10% of the Total Bid Price. 3, The ful ly executed Non-Collusion Declaration form.

4. The completed Contractor Information and Experience form. 5. The completed List of Subcontractors form. 6. The completed Iran Contracting Act Certification form (for bids of $·1,000,000 or
more),

7. The completed Public Works Contractor Registration Certification form.

I hereby certify under penalty of perjury under the laws of the State of California, that all of the information submitted in connect
ion with this Bid and all of the representations made herein, including Contractor's license number and expiration date, are true and correct. I further certify
that the signatory below is authoriz
ed to submit this Bid and bind the Bidder to the terms of these Contract Documents. Name of Bidder ~ Signature K; _ . Name Brian Jennette Title President
Dated 10/ 18/23

END OF BID FORM
15 55452.0 I 5·10\32905704.2
SECTION 00400

BID FORM REVISED
DRAFT
15 Section 00405

WORKER'S COMPENSATION INSURANCE CERTIFICATION

WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
(ONE OF THE BOXES BELOW MUST BE CHECKED)
'
jX
i
I have and will maintain a certificate of consent from the California Labor Commission to self~insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract.

I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of the work to be performed under this contract. My workers' compensation insurance carrier and policy number are:

Carrier State Fund
Policy Number _ __..9 ..... 2=00"-'7 ...... Sc..,.5 _ _____________ _ I certify that, in the performance of the work under th is Agreement, I shall not employ
any person in any manner so as to become subject to the workers' compensation laws
of California, and I hereby agree to indemnify, defend, and hold harmless the City of San Clemente and all of its officials, employees, and agents from and against any and all claims, liabilities, and losses re
lating to personal injury or death , economic losses,
and property damage arising out of my failure to provide such worker's compensation insurance. I further agree that, if I should become subject to the worl~ers' compensation provisions of Section 3700 of the Labor Code, I sha ll forthwith comply
with those provisions .

WARNING: FAILURE TO SECURE WORKERS' COMPENSATION

COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO

CRIMINAL PENAL TIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ·16
55452.01510\32905704.2
SECTION 00400

BID FORM
DRAFT
16 Dated: l 0118 , 20...21._
By:

President
Title
9235 Trade Place, Suite B
Address
San Diego, CA 92\ 26
55452,01510132905704,2
DRAFT
17 SECTION 00410

BID BOND
The makers of this bond are Jennette CompanY.t Inc. , as Principal, and _ Merchants Bonding Company (Mutual) , as Surety and are held and firmly bound unto the City of San Clemente, hereinafter called City, in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to City for the work described below, for the payment of which sum in lawful money of
the United States, well and truly to be made, we
bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated October 18 , 20....ll._ for the WRP Splitter Box Rehabilitation, Project No.14206
If the Principal does not withdraw its bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides
air documents to City as required by the
Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect.

Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents shall in affect its obligation under this bond, and Surety does hereby waive notice of any such changes.

In the event a lawsuit is brought upon this bond by City and judgment is recovered , the Surety shall pay all litigation expenses incurred by City in such suit, including reasonable attorne ys' fees,
court costs, expert witness fees and expenses.

IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this 5th day of October , 20..11._, the name and corporate seal of
each corporation.

By----i~f-::¥-....._~~'.::=;;;;:-------
Title ----'--------' ........ ---'1'-----------
(Corporate Seal) _______ ____ _
Surety
Attorney-in-Fact Andrew Roberts
(Attach Attorney-in-Fact Certificate) Title Attorney-in-Fact 18 55452.01510\32905704.2
SECTION 00410

BID BOND
DRAFT
18 M ERCHANTS

B OND IN G C OMPANY,,,

POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make. constitute and appoint, Individually, Andrew Roberts: Anne Wright; Daniel Frazee; David J Ga
rcia; Kim Vasquez; Matthew C Gaynor
their true and
lawful Attorney(s)-ln-Fact, to sign Its name as surety(les) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written Instruments in the nature thereof, on behalf of the Companies In their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted In any actions or proceedings allowed by law.

This Power-of-Attorney is granted and is signed and sea led by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 231 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015.
"The President, Secretary I Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-In-Fact, and lo authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of Indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance , or other suretyship obligations of the Company, and such signatu
re and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations In favor of the Florida Department of Transportation only, It ls agreed that the power and aut horlty hereby given to the Attorney-in-Fact Includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of
Florida Department of Transportation. It is fully understood that consenll ng to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surely company of any of Its obligations under its bond.

In connection with obligations In favor of the Kentucky Department of Highways only, il Is agreed that the power and authority hereby given to the Attorney-In-Fact cannot be modified or revoked unless prior written personal notice of such Intent has been given to the CommissionerDepartment of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation.

In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 8th day of December , 2022 ....
1•,oiii:;r•··· ...
;
6• co.. MERCHANTS BONDING COMPANY (MUTUAL)
•_•.i. ... ••••••• I.. A'• • ...,.~•\ .... "tA•• MERCHANTS NATIONAL BONDING, INC. /,,/;-~iPOJftfo'\ --~~~~\\PO.i;l::;,;.. dlbla MERCHANTS NATIONAL INDEMNITY COMPANY •
:#.;:ti 2: :.:t- -o- ~--~~ c,: CJ • ..... :~ ;~ .c.,,
-o- ....... ~ :
;..t.. _ : ~
\;,.c
":."""..
2003 .. )jg
.. :
:~\ ·~··. 1933 ..-~: _:~! By =:; ~~ ••}/:~'i:--....... •·:~~'./ ••• ~jiv •.... • ··0,.~~: President

STATE OF IOWA
COUNTY OF DALLAS ss.
·•:r. -* ..... • ... t, •• ............ . ..... . On this 8th day of December 2022 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he Is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, IN C.; and that the
seals affixed to the foregoing instrument are the Corporate Sea ls of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors.

Kim Lee
C()mmicsion NumbeJ 7rt1.737
My C.Ommiss10n E>IJllreS
At,ril 14, 2024
(Expiration of notary's commission does not invalidate this Instrument) ~ CUv
Notary Public
I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing Is a true and correct copy of the POWER -OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked.

October , 2023 .
v~~fi- Secretary
POA 0018 (10/22)
DRAFT
19 SECTION 00410

BID BOND
Notary Acknowledgment
A f")C?tary public ~r ot~er officer _cor;npleting this ~ertificate verifies only the_ 1den~Ity of ,tt,e 1nd1Vidual who signed the document to which this certIfIcate is attached, ana not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF San Diego
On October 5 20...ll_, before me, ---"' L~au"'"r ... e_n-"C'-'-ra:;::i..., g _________ , Notary Public, personally appeared Andrew Roberts , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and com::: t . • • = • s • . e o e e e e , .... ~ ~,, LAUREN CRAIG f - Nota ry Public • Callfornia I Son Diego Col1nty ~ • Comml$slon # 9745 - ••• '_ My Comm . Expires Feb 28, 2027 hand and official seal.
/4
Signature of Notary Public

OPTIONAL
T/J ough the information belo w Is not required by la w, it may prove valuable lo person s relying on th e document and could prevent fraudulent re moval and reattachment of this form lo another document.

CAPACITY CLAIMED BY SIGNER
o Individual
o Corporate Officer
□ Partner(s)
□ Attorney-In-Fact
□ Trustee(s)
□ Guardian/Conservator
□ Other:

Signer is representing:

T!lle(s)
□
□
Name Of Person(s) Or Entity(ies)
5452. 01 1013 90570 2
Limited
General
19 DESCRIPTION OF ATTACHED DOCUMENT
TIiie or Type of Document
Number of Pages
Date of Document
Signer(s) Other Than Named Above
SECTION 00410

BID BOND
DRAFT
20 The undersigned declares:

I am tl1e Presidenl
SECTION 00420

NON-COLLUSION D ECLARATION
of Jennette Company, Inc. , the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham.

The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication , or conference with anyone to fix the bid price of the bidder or any oth
er bidder, or to fix any overhead, profit, or cost
element of the bid price, or of that of any other bidder. All statements contained in the bid are true.

The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative the reto, to any corporation,
partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid , and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on
behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on I 0/18/23 [date], at San Diego [city], ___._...,..,. _ ____ --::::__..state].

Name Brian Jennette
Title President
Dated I Qll SL2D23 554 52.01510\32905704 .2
END OF NON-COLLUSION DECLARATION 20 SECTION 00420

NON-COLLUSION DECLARATION
DRAFT
21 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
A. INFORMATION ABOUT BIDDER
**Failure to complete
all information may render your bid nonresponsive - indicate not applicable ("NIA
") where appropriate.**
NOTE: Wl1ere Bidder is a joint venture, pages shall be duplicated and information provided for all
parties to the joint venture.

1.0 Name of Bidder: Tennette Comany, Inc

2.0 Type, if Entity:

3.0 Bidder Address: 9235 Trade Place, Suite B
San Diego, C 8 92 126
Facsimile Number ______ Telephone Number 858,583,2893
Email Address brianj®jenoettecompan¥ earn
Website Address ________________ _

4.0 How many years has Bidder's organization been in business as a Contractor? 5,0 How many years has Bidder's organ
ization been in business under Its present
name? ___ ___._ ______ _ 5.1 Under what other or former names has Bidder's organization operated? ____ ....... _______________ _

6.0 If Bidder's organization is a corporation, answer the following:

6.1 Date of Incorporation:
2/2015

6.2 State of Incorporation: A 6.3 President's/CEO Name: Brian TenneLLe

6.4 Vice President's
Name(s):

6.5 Secretary's Name: Brian
Jennette

6.6 Treasurer's Name: Brian Tennette

7.0 If an individual or a pa1inership, answer the following : 21 554 52. 01 510\32905704 .2
SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
22 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM

7.1 Date of Organization: _______________ _

7.2 Name and address of al l partners (state whether general or limited partnership):

8.0 If other than a corporation or partnership, describe organization and name principals:

9.0 List other states in which Bidder's organ
ization is legally qualified to do business.

10.0 What type of work does the Bidder normally perform with its own forces? rn ecb an ica I, can crete

11.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:

12.0 Has the Bidder ever been in default, debarred or suspended in any way? If so, note when and why:
no

13.0 Within the last five years, has any officer or partner of Bidder's organization ever been an officer or partner of another organ
ization when it failed to complete a
contract? If so, attach a separate sheet of explanation:

14.0 List Trade References (Materials Suppliers, Vendors, Union Representatives, etc.:
________ SL._11_. 1 b .... e ... l t .... , ___ H __ & __ E __ • ____ EqJil);!m en t, Co re & Main 22 55452.01510\32905704.2
SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
23 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM

15.0 List Bank References (Bank and Branch Address):

Ca li fornia Bank & Irnst

16.0 Name of Bonding Company and Name and Address, email address and phone number of Agent:

M~r!;;hanls Bern d Co,
Rancho Mesa lnsmance
-----,,-i,"r,t,t l'Hi-~e-t454~r-!9~.9.,..,3-1-,7...,..0.,.,1tt6~11,------------ a robe [email protected] 23 55452.01510132905 704 .2
SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
24 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
B. LIST OF CURRENT PROJECTS (BACKLOG)
**Duplicate Page if needed for listing additional current projects** Project and Description of
Client Contact Bidder's Work
Person and
Phone Number
rt:rty'U1'13'rnw,,. r lJV Disinfec
tion Ruben Mirck~
7()().344-5800
City of m Ccntm
Chlorine Conversion Abraham 'ampns
W6Cl..ll2 56n
Clly or hula Vtst.l Pump Station
Tim Jones
1-u,~.J.r
55452.01510\32Q05704.2
Completion Date Cost of Amounted
9/1/24
I/J0/2<1
S/15/2·1
24 Bidder's Worl< Bonded 1,899,000 1,899,000
684,000 68'1,()0{)
929,000 929,000
SECTION 00430
CON rRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
25 SECTION 00430 Revised

CONTRACTOR INFORMATION AND EXPERIENCE FORM
C. LIST OF COMPLETED PROJECTS LAST FIVE YEARS
**Duplicate Page if needed for listing additional comp
leted projects**
Please include only those projects which are similar enough to demonstrate Bidder's ability to
petiorm the required Work. The Bidder must specify a minimum of 3 similar completed projects of $300,000 or more within the past 5 years. Failure to meet or exceed this requirement may
cause the bid to be
rejected as nonresponsive.

Client Descr
ipt
ion of Bidder's
Work
City of oronado Pump Station Replac
ement
OMWD Chemical System UpgradE
Cily of ceanside Pump Station Rehab
25 55452.01510\32905704.2
Period of Cost of Contact
Name &
Performance
Bidder's Work Phone
2021/2022 $9
13,000 Dave Johnso n
(f;J C)) <;??_')LI.')<;
2022 $550,000 TomArellan (760) 740-1385 2021 $402,000 ~Ol ~hell<..11 (805) 556-5025
SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
DRAFT
26 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:

The Bidder shall identify the key personnel to be ass
igned to this project in a management,
construction supervision or engineering capacity.

1. List each person's job title, name and percent of time to be allocated to this project:
uy Cope - For man - 100%
Brian Jennette - Project Manager - 50%

2. Summarize each person's specialized education:

Both are well experience in water and wastewater construction

3. List each person's years of construction experience relevant to the project:

Guy Cope -15 yrs
Brian Jennetle - 25 yrs

4. Summarize such experience:

Both are we ll experience in wate r and wastewater construction Bidder agrees that any personnel named in this Bid will remain on this Project until completion of all re
levant Work , unless substituted by personnel of equivalent experience and qualifications approved in advance by City.
26 55452.0"1510\32905704.2
SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
27 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
Additional Bidder's Statements:

If the Bidder feels that there is addition
al information which has not been included in the
questionnaire above, and which would contribute to the qualification review, it may add that information in a statement
here or on an attached sheet, appropriately marked:

E. VERIFICATION ANO EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:

I declare under penalty of perjury under tl1e laws of the State of California that the foregoing information is true and correct:
:i:::t:::iddf /t~ Narne Brian Iennem:

Title Presidenl
Dated lQ/ 18/23

END OF CONTRACTOR INFORMATION AND EXPERIENCE FORM
27 55452.01510\32905704.2
SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
$PWFS
*OTUBMM )BMMTUFO 4"$3".&/50
$"
28 SECTION 00440

LIST OF SUBCONTRACTORS FORM
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: (a) the name and the location of the place of business, (b) the California contractor license number and DIR registration number, and (c) the portion of the work which will be done by each subcontractor who will perform work or labor or
render service to the Contractor in or about the construction of the work in an amount in excess of one-half of one percent (1/2%) of the Contractor's Total Bid Price. Notwithstanding the foregoing, if the work involves streets and highways, then the Contractor shall list each subcontractor who will perform work or labor or render service to Contractor in or about the work in an amount in excess of one-half of one percent (1/2%) of the Contractor's Total Bid Price or $10,000, whichever is greater. No additional time shall be granted to provide the below requested information. If no subcontractor is specified, for a portion of the work, or if more than one subcontractor is specified for the same portion of Work, then the Contractor shall be deemed to have agreed that it is fully qualified to perform that Work, and that it shall perform tt1at portion itself. The Prime Contractor is required to complete at least 50% of the contract value with its own forces,
Work to be done
by Location of
Subcontractor Subcontractor Business
-
28 55452.015 J0\3290570,J .2
CSLB Contractor
License No,
DIR Reglstratlo11 % of the
Number
Work
SECTION 00440
LIST OF SuBCON1'RACTORS FORM
DRAFT
29 Work to be done
by
Subcontractor Subcontractor
55452
.0 \ 510132905704,2
SECTION 00440

LIST OF SUBCONTRACTORS FORM
CSLB Contractor
Location of License No.

Business
29 DIR Registration % of the
Number Work
SECTION 00440

LIST OF SUBCONTRACTORS
FORM
DRAFT
30 Work to be done
by
Subcontractor
Title President
Dated 10/ 18/23
55-162 01510\32805704 2
Subcontrnctor
SECTION 00440

LIST OF SUBCONTRACTORS FORM
Location of
Business
CSLB Contractor DIR Registration % of the
License No. Number Work

END OF LIST OF SUBCONTRACTORS FORM
30 SECTION 00440
LIST or SUBCONTRACTORS FORM
DRAFT
31 SECTION 00450

IRAN CONTRACTING ACT CERTIFICATION
MUST BE SUBMITTED WITH BID PROPOSAL IF BID AMOUNT IS $1,000,000 OR MORE (Public Contract Code Section 2200 et seq.)
As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010
(Public Contract Code Section 2200 et seq.) is true and correct:

The Contractor is not:
(i) identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or
(ii) a financial institution that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entit ies engaging
in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran.
□ The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unab le to obtain
the goods and/or services to be provided pursuant to the Contract. Documentation demonstrating the City's exemption approv I is attached.

Titled: Presiden t
Firm: Jennelte Campan..)£,._,., ...... J,..,.,c ____ _
Date: 10/18/23
Note: In accordance with Public Contract Code Section 2205, fa lse certification of this form shall
be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years.
55452.01510\32905704 .2

END OF IRAN CONTRACTING ACT CERTIFICATION
31 SECT
ION 00450

IRAN CONTRACTING ACT CERTIFICATION
DRAFT
32 SECTION 00460

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/PublicWorks/PublicWorks.html for additional information.

No bid will be accepted nor any contract entered into without proof of the contractor's and subcontractors' current registration with the Department of Industrial Relations to perform public worl<.

Bidder hereby certifies that it is aware of the reg
istration requirements set forth in abor Code
sections "1725.5 and
'1771.1 and is currently registered as a contractor with the Department of Industrial Relations.

Name of Bidder: _ ___._le ... n...,.n .... e...., tt'""'e .... C .... o...,. m""'Jp;.-aa=n..,.y .... , I .... n=c __ . ____ _ DIR Registration Number:_-"-10""'0"-"o'""'o....:.;42=4=1=3 _____ _ Bidder further acknowledges:

1. Bidder shall maintain a current DIR registration for the duration of the project.

2. Bidder shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.

3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non responsive.

Title President
Dated 10/18/23

END OF PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION 32 55452.01510\32905704.2
SECTION 00460

PUBLIC WORKS CONTRACTOR REGISTRATION

CERTIFICATION
DRAFT
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Product Data Submit manufacturer's product description, including written instructions for application, and instructions for evaluating, preparing, and treating substrate; and technical data including tested physical and performance properties of coating.

Coating Submit manufacturer's statement on suitability of the material for the intended use and compliance with the requirements of this Section.

Safety Data Sheet Submit safety data sheet for each product to be used.

Shop Drawings Show locations and extent of coating. Include details for substrate joints and cracks, penetrations, inside and outside corners, tie-ins with adjoining coatings, if any, and other termination conditions.

Warranty Furnish one-year warranty from date of final acceptance 3UH,QVWDOODWLRQ0HHWLQJ
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Shop Drawings, Product data,
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Anchors Epoxy adhesive type
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frame and be of low friction polymer
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2. All upward opening gates shall contain a
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mounted in the frame.

3. All downward opening gates (weir gates),
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CITY OF SAN CLEMENTE

WRP SPLITTER BOX REHABILITATION
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PROJECT No. 14206
SEPTEMBER 2023

BID SET

AGEN CY INDEX
AT&T (714) 666-5696
S#I OIEGO GAS & £l.ECTRIC (949) 361-604?
COffTM:T , PAm GOOO
SO. OLJF. GAS COMPNff (714) 6J4- J116
COffTACT : GCORCE RICE
COX COWMUNICATIONS (949} 546-2805
COHTACT : ST£VC WEIBEL
C11Y OF SAH ct.DAENTE (949) 361-82SJ
WAT£A .I: SEWER DEPTS.

CONTACT : A. J. HOWARO
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i~ I R E V I s I O N s I R E F E R E N C E s I A p p R O V A L s 1 """""" ' D.T. "'°'-• ""' 0• 00" BY: I APP''JD:

ABBREVIATIONS
~· MH MANHOL£ AGGREGATE BAS(/ANCHOR BOLT MIN. MINIMUM
APPROXIMATELY MTS MANUAL TRANSFER SWITCH ASPtW...TIC CONCRETE ASBCSTOS CONCRETE PIP( N NORTH ALUMINUM (N) N(W ALUM CHEMICAL NG NATURAL GAS AUTOMATIC TRANSFER SCHEME N.T.S. NOT TO SCALE BOULE.VARO o.c. 00 CENTER
BACK WASH WATER 0.0. OUTSIOE DIAMETER
OF 0\/ERflOW
CONCRETE ANOiOR 058/> Off-SPfC BYPASS CATCH BASIH CIRCUIT BREN<ER P.8. PULL BOX

CLASS PCL PRIMARY CLARIFIER CD
CLEAIW«:E P.C.C PORTLAND CONCRETE 0 CH.ORIN[ VACUUM PCI PRIMARY Ct.>RIFlER INFLUENT CENTERUNE PO PUMP OAAIN N CONCRm P.C. PlAIN ENO ""'" CONTROL PANEL POL POLYMER ..... COOPUNC PG&E PAClRC GAS ANO [L(CTRIC COMP.wt PAAKWAY PKWY. PlATE 00 ci """" PL PROPERTY UNE OCMOUSH PROP. PROPOSEO DIGESTER GAS PSI POUNOS PER SOU,t,RE INOi z

DIAMETER PVC POLYVINYL CHLORIOE
OUCTILE IRON PIPE PVMT PAVEMENT I- ORNE PWPSE PROCESS WASTE PUMP STATION EF'flUENT () ORAWINC PWPSF PROCESS WASTE PUMP STATION f'EED EACH R RADIUS w EXISTING RAS RETURN ACTIVATED SLUDC£ ...., SYSTEM INT[CAATOR (SI) RO ROAD 0 ELBOW R(INF REINFORCEMENT ELECTRIC (AL) REO'D. REQUIRED Cl:'. ELEVATION ROC REVERSE OSMOSIS CONCENTRATE 0.. OCH WAY ROCIPC REVERSE OSOSIS CLEAN IN Pl.ACE CONCENTRATE EXISTING ROCIPP REVERSE OSMOSIS CLEAN IN Pl.ACE PCRMEAT( ROCIPS REVERSE OSMOSIS CLEAN IN PLACE SUPPLY z

FOUL AIR ROF REVERSE OSMOSIS FEED
FOUL AIR DUCT ROFF REVERSE OSMOSIS FEED flUSH 0
FINISH f'l.OOR ROP REVERSE OSMOSIS PERMEATE
FlNSH GRADE ROPW REVERSE OSMOSIS PffOCESS WASTE
flOW LINE
- RETURN WASTEWATER
f1"'5H SURfACE ..... REVISE WATER RECYCLE
Ft»ICE IruNGEO s SEWER ::J FREEWAY SC<OMD SOU1li COtST AIR QUALITY MAl'w.EMENT DISTRICT FOOT SCH. SCHEDULE
FORCE MAIN so STORM ORAIN in
SE S£CONOAAY Em.UENT
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IIM'.RT SWGR SWITCHCEAR 0
KILOVOLT T.B.A. TO BE ABANOON(O en
TBM TEMPORARY BE~MARK
LIGHTING PN-IEL TC TOP OF CONCRCTE Cl:'.

LOW PRESSURE AIR TRSO TRAFFIC RAT£.0 SHAU.OW OUCT SANK
UOUtFIEO PETROLEUM GAS TYP. TYPICAL w
MAXIMUM UB UTILITY BOX MATCH EXISTING USA UNDERGROUND SERVICE ALERT MEMSAANE Fll..TRATION MEMBRANE ::J fl..TRAOON Emuoo BYPASS V VOLT I.IEMBRANE fl..TRATION E!ACKWASH St.Jf)PLY 0..
tr,j(MBFWIE FILTRATION E!ACKWASl-t WAST£ w WATER Cl) MEt.lBRANE fl..TRATION CLEAH IN Pl.AC£ RCTURN W/ W1TH WEMSRANE fll.TRATION CLEAH IN Pl.AC[ SUf>PLY WR!' WATER RECI.AMATIO+I PlANl MEl,jEIRANE fl.TRATlON EFTI.UENT 0..

MDIBRANE FlLTRAOON mo IW ONE WATtR
MEM8RANE Cl:'. fl.TRATION f't(O WAST( JW THREE WATER MEMSRAHE FILTRATION RE.VERSE OSMOSIS PROOUCT s:

WRP SPLITTER BOX REHABILITATION Project No. 14206
...........

GENERAL NOTES AND ABBREVIATIONS
T-03 C ITY O F S AN CLEMENTE SHt:ct.....Lc,....J!.

DRAFT
144
St '
,;
~o
,.
ii 10· _, e o· 10· 20· SCALE: 1" • I Q' ,,I 1:
1• LEE+ RO
§ti ~~ ~; WATER INFRASTRUCTURE ENGINEERS
!l I REV, I OATE:
i~ RE

V ISIONS
I =-===--r:::::::. --I_ L_-=
SEE DWG D-D4~ I '. ~ PR
1 S P[n
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-•:.~--=-- X ~ ~1< -i--____:r__-: I - ..L
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----- -- -- ~ ·--,- J
----.J
--~--
_ §""""0 n· ~r [ --- - /'/1. -c= f, ~ ] --------------------~ .=---- ,, -- ._J___. / I I Ii I c------1 ~ // ~ 8u·i ; ~ ! 1 [t ._L _________ :: ___ .. ___ JJj 1.J====i.!1 r l ;1 I u, I 11 , , -1
0 E CONCRrn: WALL '""'" ALL - ~ ,]: L = ]! I ii I i • PCI CHANNELS (TYP) , ,:·~- __ -~ _5- • J , : ' 1 II : 1=--- ·---=;, '================-~= ======~' '=~~;~~~~ ,~~~- ~ lj--•--/ (" \,
I.
"\
L.

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- '
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BID SET DEMOLITION UPPER PLAN
SCALE:1• : 1a
BY: I APP'VO:

R E F E R E N C E S A P P R O V A L S
LEGEND: ~ tN~f PA1.11~T MfuTE:t~E~'6usHEO
DEMOLlTIONJiQTES:

1. CONTRACTOR SHALL FIELD VERIFY LOCATION, DIMENSIONS. ANO CONDI TION OF ALL

STRUCTURES TO BE DEMOLISHED AND COORDINATE THE WORK 'MTH THE CITY PRIOR TO DEMOLITION.

2. CONTRACTOR SHALL PROTECT IN PLACE All CONCRETE SLAB EXCEPT WHERE DEMOLITION IS SPECIF"IED IN THIS DRAWING_ All DAMAGED CONCRETE SHALL BE REPAIRED ACCORDING TO ACI 6R-96.

3. CONTRACTOR SHALL SAW CUT THE PIPE FLUSH TO THE EXISTING WALL. CONTRACTOR

SHALL PROTECT IN PLACE THE EXISTING PO CHANNEL

4. ALL ITEMS NOT SPECIF"ICALLY SHO"w'N FOR REMOVAL, DEMOUTION. OR RELOCATION SHALL BE PROTECTED IN PLACE. CONTRACTOR MAY AT THEIR OPTION, REMOVE ANO REINSTALL THOSE ITEMS AT NO ADDITIONAL COST TO THE CITY.

5. CONTRACTOR SHALL SAW CUT THE EXISTING CONCRETE SLAB ABOVE THE PCI CHANNEL NO. 4. THE SAW CUT IS TO BEGIN J 1/2" FROM THE NW ANO S£ CONCRETE WALLS Yt1THIN THE CHANNEL. FINAL CHANNEL OPENING SHAU BE 4'-0" X J0'-4" AS SHO"w'N ON THIS DRAWING.

6. CONTRACTOR SHALL SAW CUT THE EXISTING CONCRETE SLAB ABOVE THE PCI CHANNEL NO. 5. THE SAW CUT IS TO BEQN 5" FROM THE NW CONCRETE WALLS WITHIN THE CHANNEL. FINAL CHANNEL OPENING SHALL BE 4"-0" X 30'-4" AS SHOWN ON THIS DRAWING.

7. CON TRACTOR SHALL COAT ANY EXPOSED BARS 'MTH SIKA ARMATEC-110 EPOCEM OR EQUAL.

8. ALL ITEMS SHOWN AS REMOVED OR DEMOLISHED SHALL BE LEGALLY DISPOSED OF PER CITY'S WASTE MANAGEMENT PLAN REQUIREMENTS, ATTACHMENT 2, WITHIN THE

SPECIFICATIONS

9. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING LINING WITHIN THE PCI CHANNELS.

ALL DAMAGED LINING SHALL BE REPAIRED ACCORDING TO SPECIFICATION SECTION 09 96 56.
\/YORK RESTRICTIONS:

1. CONTRACTOR SHALL KEEP EXISTING SPUTTER BOX, A MINIMUM OF ONE or THE 5jNGLE PRIMARY CLARIFIER$ (PCL NO. 1, PCL NO 2, OR PCL NO. J) AND ONE DOUBLE PRIMARY CLARIFIER (PCL NO. 4 QR PCL NO. 5) IN SERVICE AT ALL TIMES THROUGHOU T THE ENTIRE LENGTH Of CONSTRUCTION FOR THIS PROJECT.

2. CONTRACTOR SHALL COORDINATE WITH THE OTY ANO INSTALL EQUIPMENT WITHIN EACH PCI CHANNEL TO MINIMIZE SHUT DOWNS OF THE PRIMARY O..ARIF"IERS.

3. THE CONTRACTOR WILL BE ALLOWED A MAXIMUM or THREE SHUT DOWNS.

4. EACH SHUT DOWN SHALL BE RESTRICTED TO FIVE CONSECUTIVE CALENDAR DAYS.

KEY NOTES:
0 PROTECT IN PLACE.
® DEMOLISH EXISTING ACCESS HATCHES.

G) DEMOLISH EXISTING CONCRETE SLAB.
0 E F"S CONCRETE
,oc EL as oo J ,·-o· I (El CONCRETE
1 (E) PCI
-·
CHANNEL k
~ ~0
---y-i, 3
ff,'.;,~RETE WALL • •
4 . \ TDC El± 80.50
~L '"'--------1~ (TO BE VERIFIED)

SECTION
SCALE: NONE
WRP SPLITTER BOX REHABILITATION Ptolect No. 14206
DEMOLITION UPPER PLAN D-01 C ITY OF SAN CLEMENTE SHEET _!_ OF _g_ (!)
0 N
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.....
0 z
lo
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ii 0 •• e .. 12' l!
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BID SET
BY: I APP"-1>:
8=1~ (~I)=~ -i: ,J_: CONTRACTOR !? :~~:A PIPE (
--_::.J;!iJ ±6'-nf OF
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-FOR CONTINUATION SEE MATCHLINE ON 01/\18 NO. 0-03: - ·--- - PH5
D-05

DEMOLITION LOWER PLAN
SCALE:1/4" =1'-0"

R E F E R E N C E S A P P R O V A L S
LEGEND: ~ ~NJ~fpAJf~TMTAoT[:t5E<.:ousHEO
DEMOLITION_ NQil;__S_;

1. CONTRACTOR SHALL FIELD VERIFY LOCATION, DIMENSIONS, ANO CONDITION Of ALL STRUCTURES TO BE DEMOLISHED AND COORDINATE THE WORK WITH THE CITY PRIOR TO DEMOLITION.

2. CONTRACTOR SHALL CUT THE PIPE FLUSH fO THE EXISTING WALL.

CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING PCI CHANNEL. ALL DAMAGED CONCRETE SHALL BE REPAIRED ACCORDING TO ACI 546R- 96.

3. CONTRACTOR SHALL RELOCATE EXISTING 4· PVC LPA PIPE AND SUPPORTS AND PROVIDE BLIND FLANGES AS SHOWN ON OWG M-02.

4. All ITEMS NOT SPEClflCALL Y SHOWN FOR REMOVAL, DEMOLITION, OR RELOCATION SHALL BE PROTECTED IN PLACE. CONTRACTOR MA'r' AT

THEIR OPTION, REMOVE ANO REINSTALL THOSE ITEMS AT NO ADDITIONAL COST TO THE CITY.

5. All ITEMS SHOWN AS REMOVED OR DEMOllSHEO SHALL BE LEGALLY DISPOSED Of.

6. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING LINING WITHIN THE PCI CHANNELS. ALL DAMAGED LINING SHALL BE REPAIRED ACCORDING TO SPECIFICATION SECTION 09 96 56.

WORK RJ:STRICTIONS:

1. CONTRACTOR SHALL KEEP EXISTING SPUTTER BOX, A MINIMUM OF ONE OF THE SINGLE PRIMARY CLARIFIERS (PCL NO. 1, PCL NO. 2, OR PCL NO. 3) ANO ONE DOUBLE PRIMARY CLARIFIER (PCL NO. 4 OR PCL NO. 5) IN SERVICE AT ALL TIMES THROUGHOUT THE ENTIRE LENGTH OF CONSTRUCTION FOR THIS PROJECT.

2. CONTRACTOR SHALL COORDINATE WITH THE CITY AND INSTALL EQUIPMENT WITHIN EACH PCI CHANNEL TO MINIMIZE SHUT DOWNS Of THE PRIMARY CLARIFIERS.

3. THE CONTRACTOR WILL BE ALLOWED A MAXIMUM OF THREE SHUT DOWNS.

4. EACH SHUT DOWN SHALL BE RESTRICTED TO FIVE CONSECUTIVE CALENDAR DA 'I'S.

KEY NOTES:
0 PROTECT IN PLACE.
0 RELOCATE EXISTING 4~ PVC LPA PIPE. (SEE DEMOLITION NOTE 3)

WRP SPLITTER BOX REHABILITATION

DEMOLITION LOWER PLAN
SHEET 1 OF 2

CITY OF SAN CLEMENTE
Pro1ect No. 14206
D-02
SHEET__§__OF---1£
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~2 ~~ I REV. I OATl:: ~~ REVISIONS

BID SET
BY! 1-'PP'W:

FOR CONTINUATION SEE MATCHUNE ON DWG NO. 0-02;
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DEMOLITION LOWER PLAN
SCALE:114•., 1•.oCHEO<ro BY : Ila.
-'PPROVEO :

A P P R O V A L S
LEGEND: ~ ~g0f/J~~T ''\'gr:~A6E~'6usHED
DEMOLITION NOTES:

1. CONTRACTOR SHALL FIELD VERIFY LOCATION , OIMENSIONS, ANO CONOITION

OF ALL STRUCTURES TO BE DEMOLISHED ANO COORDINATE THE WORK WITH THE OTY PRIOR TO DEMOLITION.

2. CONTRACTOR SHALL CUT THE PIPE FLUSH TO THE EXISTING WALL.

CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING PCI CHANNEL. ALL OAMAGEO CONCRETE SHALL BE REPAIRED ACCORDING TO AO 546R- 96.

J, CONTRACTOR SHALL RELOCATE EXISTING 4" PVC LPA PIPE ANO SUPPORTS ANO PROVIDE BLIND FLANGES AS SHO'w'N ON owe M-02. 4, ALL ITEMS NOT SPECIFICALLY SHOWN FOR R£MOVAL. OEMOUTION, OR RELOCATION SHALL BE PROT£CT£0 IN PLACE. CONTRACTOR MAY AT THEIR OPTION, REMOVE AND REINSTALL THOSE HEMS Al NO ADDITIONAL COST TO THE CITY.

5. ALL ITEM S SHO'NN AS REMOVED OR DEMOLISHED SHALL BE LEGALLY DISPOSED OF.

6. CONTRACTOR SHALL PROTECT IN PLACE All EXISTING LINING WITHIN THE PCI CHANNELS. ALL DAMAGED LINING SHALL BE REPAIRED ACCORDING TO SPEClflCA TION SECTION 09 96 56.

WORK RESTRICTIONS:

1. CONTRACTOR SHALL KEEP EXISTING SPLITTER BOX, A MINIMUM OF ONE OF THE SI NGLE PRIMARY CLARJFIERS (PCL NO. I, PCL NO. 2, OR PCL NO. J) ANO ONE DOUBLE PRIM ARY CLARIFIER (PCL NO. 4 OR PCL NO. 5)

IN SERVICE AT ALL TIMES THROUGHOUT THE ENTIRE LENGTH OF CONSTRUCTION FOR THIS PROJECT.

2. CONTRAC TOR SHALL COOROINATE WITH THE CITY ANO INSTALL EQUIPMENT WITHIN EACH PCI CHANNEL TO MINIMIZE SHUT DOWNS Of THE PRIMARY CLARIFIERS.

J, THE CONTRACTOR WILL BE ALLO'M::0 A MAXIMUM Of THREE SHUT DOWNS.

4. EACH SHUT 00\ltN SHALL BE RESTRICTED TO FIVE CONSECUTIVE CALENOAR DA 'I'S.

KEY NOTES:
0 PROTECT IN PLACE.
0 RELOCATE EXISTING 4· PVC LPA PIPE. (SEE DEMOLITION NOTE :S)

WRP SPLITTER BOX REHABILITATION

DEMOLITION LOWER PLAN
SHEET 2 OF 2

CITY OF SAN C LEMENTE
Project No. 14206
D-03
SHEET _§__ OF ____g_
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!i
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2 ) SLUICE GA TE 58 SJ
DEMOLITION NOTE 11
(iX::36:::':®'C~
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BID SET
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SPLITTER BOX DEMOLITION PLAN
SCALE:112" .. 1'-0"
"0 •S:J PC
c.-~I-It.1t-.L t;Q 2
Oi(CKCD IIY : K.5.
t& ~~ R£V. J OAT£• BY: I APP'-.0: I R E V I S I O N S ·1 R E F E R E N C E S I A P P R O V A L S 1"""0""' ' o,.;€,6_,,,,.=, ~ I LEGEND: ~ ~Ng~f/Jf~r ~\~E:t6E~'busHEO
KEY NOTES:
0 PROTECT IN PLACE.
@ REMOVE EXISTING SLUICE GA TES.
~ RK RES_T_RJCTION NOTES:

I. CONTRACTOR SHALL KEEP EXISTING SPUrTER
BOX, A MINIMUM Of ONE OF THE SINGLE
PRIMARY CLARlflERS (PCL NO. 1, PCL NO. 2, OR
PCL NO. 3) AND ONE DOUBLE PRIMARY
CLARIFIER (PCL NO. 4 OR PCL NO. 5) JN
SERVICE AT All TIMES THROUGHOUT THE

ENTIRE LENGTH OF CONSTRUCTION FOR THIS
PROJECT.

2. CONTRACTOR SHALL COORDINATE ¥11TH THE CITY

AND INSTALL EOUIPMENT WITHIN EACH PRIMARY

CLARIFIER INFLUENT (PCI) CHANNEL TO MINIMIZE
SHUT DOWNS Of THE PRIMARY CLARIFIERS.

3. THE CONTRACTOR WILL BE ALLO'l,(0 A MAX0,4UM
Of THREE SHUT DOWNS.
4 EACH SHUT DOWN SHALL BE RESTRICTED TO
FWE CONSECUTIVE CALENDAR DAYS.

DEMOLITION NOTES:

1. CONTRACTOR SHALL FJELD VERIFY AND
COORDINATE ¥11TH THE CITY PRIOR TO
REMOVAL Of' ALL EXISTING SLUICE GA TES
WITHIN THE SPUTTER BOX. CONTRACTOR

SHALL ABANDON IN PLACE ALL STOP

GA TE F'RAMES ANO HARDWARE WITHIN THE
SPUTTER BOX.

WRP SPLITTER BOX REHABILITATION Project No. 14206

DEMOLITION OF EXISTING

STOP GATES IN SPLITTER BOX

CITY OF SAN CLEMENTE
ORA'MNC NO:

D-04
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PHOTO
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• LEE+ RO BID SET
WATER INFRASTRUC TURE rnGINEERS
0£SCRIPTIOO 9Y: IAP9'W:

REV I S I ONS
••
\
PHOTO
SCALE: NONE @
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R E F E R E N C E S
PHOTO
SCALE; NONE
TOP CONCRETE SLAB SHALl

BE SAW CUT FLUSH ALONG

THE (E) SW CONCRETE

WALL 'MTHIN THE CHANNEL
...... •·
PHOTO
SCALE: NONE

A P P R O V A L S
@
@ PHOTO SCALE: NONE
''i 8
LEGEND:
rt0fp"'JfJr ~~TE~\t6E~Ol.tSHEO
DEMOLITION NOTES:

1. CONTRACTOR SHALL PROTECT IN PLACE ALL CONCRETE SLAB EXCEPT WHERE OEMOllTION IS SPECIFIED IN owe D-01.

2. CONTRACTOR SHALL SAW CUT THE PIPE FLUSH TO THE EXISTING WALL.

CONTRACTOR SHALL PROTECT JN PLACE THE EXISTING PCI CHANNEL. ALL DAMAGED CONCRETE SHALL BE REPAIRED ACCORDING TO ACI 546R-96 . .3. CONTRACTOR SHALL RELOCATE EXISTING 4~ PVC LPA PIPE ANO SUPPORTS ANO PROVIDE BLIND FLANGES AS SHO'M-1 ON DWG M- 02.

4. CONTRACTOR SHALL SAW CUT THE EXISTING CONCR[T[ SLAB ABOVE THE PCI CHANNEL NO. 4. THE SAW CU T IS TO BEGIN J 1/2" fROM THE NW ANO SE CONCRETE WALLS 'MTHIN THE CHANNEL. f lNAL CHANNEL OPENING SHALL BE •·-o· X 30'-4" AS SHOWN ON owe M-01 .

5. CONTRACTOR SHALL SAW CUT THE EXISTING CONCRETE SLAB ABOVE THE PCI CHANNEL NO. 5. THE SAW CUT IS TO BEGIN 5" f ROM THE NW CONCRETE WALLS WITHIN THE CHANNEL. f lNAL CHANNEL OPENING SHALL BE 4'-0" X 30·_4· AS SHOWN ON DWG M-01.

6. REfER TO owe 0-01 FOR ADDITIONAL DEMOLITION NOTES.

7. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING LINING WITHIN THE PCI CHANNELS. ALL OAMAGEO LINING SHALL BE REPAIRED ACCORDING TO SPECIFICATION SECTION 09 96 56.

KEY NOTES:
0 PROTECT IN PLACE. 0 REMOVE EXISTING ACCESS HATCHES. 0 REMOVE EXISTING PIPE STUB OUT. (SEE DEMOLI TION NOTE 2) 0 RELOCATE EXISTING 4" PVC LPA PIPING (SEE DEMOLITION NOTE 3).

TOP CONCRE TE SLAB SHALL BE SAW CUT

FLUSH ALONG THE (E) SW CONCRETE

WALL WITHIN THE CHANNEL
@ ~~?J2, @

WRP SPLITTER BOX REHABILITATION

DEMOLITION PHOTOS

C ITY OF S A N C L E MENTE
Project No. 14206
D-05
SHEET _L Of ---1.!_
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17 l (NOTIN SER~CE) I l -
7 I O 17 r ' Ll , I I
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~\:::~.~cZ-i' I OIU ;:,c: 1 I MECHANICAL UPPER PLAN
WATER INFRASIRU"
go WATER 11 " '""'""" INFRASTRU CTURE ENGi HEERS ~ SCALE,, • • 10 NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR
TO ANY WORK RELATED TO THE HALLST£N COVERS AND

PROVIDE TEMPORARY COVERS OVER THE EXPOSED
OPENINGS AS NEEDED.

2. CONTRACTOR SH ALL FIELD VERIFY LOCATION ANO

DIMENSIONS OF ALL HALLSTEN COVERS PRIOR TO
INSTALLATION. CONTRACTOR SH ALL INSTALL UNIFORMLY
SIZED HALLSTEN CDV£RS TO COV£R ALL OPEN INGS.

3. UNLESS NOTED OTHER'MSE, ALL EXISTING MATERIALS ANO
EOUIPt.4ENT TO REMAIN SHALL BE PROTECTED IN PLACE
BY THE CONTRACTOR AT ALL TIMES.

CONSTRUCTION NOTES:

I. HALLSTEN COVERS SHALL BE INSTALLED IN THE PCI

CHANNEL AFTER THE CORRESPONDING PO PIPE HAS

BEEN PLUGGED TO TEMPORARILY OBSTRUCT FLOW FROM
ENTERING THE CHANNEL. CITY 'MLL DRAIN THE CHANNEL

BEFORE ALLO'MNG ANY WORK WITH HALLSTEN COVERS
TO BEGIN.

WORK RESTRICTIONS:

1. CONTRACTOR SHALL KEEP EXISTING SPUTTER BOX, A
MINIMUM Of ONE Of THE SINGLE PRIMARY CLAR1flERS (PCL
NO. 1. PCL NO. 2, OR PCL NO. 3) ANO ONE DOUBLE
PRIMARY CLARIFIER (PCL NO. 4 OR PCL NO. 5) IN SERVICE
AT ALL TIMES THROUGHOUT THE ENTIRE LENGTH Of
CONSTRUCTION FOR THIS PRO.£CT.

2. CON TRACTOR SHALL COORDI NATE 'NITH THE CITY AND

INSTALL EQUIPMENT 'MTHIN EACH PCI CHANNEL TO
MINIMIZE SHUT DOWNS Of THE PRIMARY CLARlf!ERS.

3. THE CONTRACTOR WILL BE ALLOWED A MAXIMUM OF THREE
SHUT DOWNS.

4. EACH SHU T DOWN SHALL BE RESTRICTED TO F'IVE
CONSECUTIVE CALENDAR DAYS.

EQUIPMENT & MATERIAL NOTES:
0 54~X55~ ALUMINUM HALLSTEN COVERS. ~~ l I £NGINCERIHC scAt.£ : I DATE: WRP SPLITTER BOX REHABILITATION I Project No. 14206 <~ I I 1 I DRA'M-1 BY : H.R. l 0£SICNEO BY , T.F. I • I DRAWI NG NO:
[- 1 1 1 1 "''°'m " , u I o • MECHANICAL UPPER PLAN ~& REV. I DATE: [ OCSCRIPTIC»t I BY: I APP'-.0: APPRO"G : /j _/ / l ,.. i~ R E V I S I 0 N S R E F E R E N C E S A P P R O V A L S 0·')',j\\li'n'l'i"'~ffDRc,oog, 1/¥ '° CITY OF SAN C LEMENTE I SHEET 9 ., 12 M-01 (!)
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5~ ~~ WATER INFRASTRUCTURE ENGINEERS
i~
!i I REV. I OAT[: ~~ RE

V I S IO NS
:=1E<~C::
{E) CONCRETE WALL 'MTHIN PR0.4ARY CLARIFIER
INFLUENT {PCI) CHANNELS (TYP OF 5)
NOTES:
' - ~ --- ·-- ·----- ~n-~
. • '
' - ----~l I. CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO ANY WORK RELATED TO THE 4" PVC LPA PIPE AND SLIDE GATES. --------- I.. -
..... ~ JI , I· ~ ~ - ~ ' - I ~ ) 7~ :I
._1~(~1)_,---_ ~-- ~-_, L .\ Il l I - - - .~ ... IE···) PCLN0 .2 1 1 .: . .•
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(NOT IN SERVICE)
{E)PCLN0. 5
(NOT IN SC:RVICE)
L_ - -____ - - . J I
(E) LINING WITHIN PRIMARY CLARIFIER
INFLUENT (PC!) CHANNELS 4&:5 (TYP)
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LIMITS OF CONSTRUCTION

BID SET
SY: I APP''A>:

R E F E R E N C E S
.:_:-JI

MECHANICAL LOWER PLAN
SCALE: 118" = 1'-0"

A P P R O V A L S

2. CONTRACTOR SHALL FIELD VERIFY LOCATION OF" 4" PVC LPA PIPE TO BE RELOCATED AND MATCH IN - KIND. CONTRACTOR

SHALL INSTALL BLIND FLANGES AT THE ENDS OF THE LPA
PIPE TO PRE'IENT AIR LEAKS. CONTRACTOR SHALL PROVIDE
PIPE SUPPORT E'IERY 4' Of SPOOL.

3. UNLESS NOTED OTHERWISE, All EXISTING MATERIALS AND

EQUIPMENT TO REMAIN SHALL BE PROTECTED IN PLACE BY
THE CON TRACTOR AT All TIMES.

4. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING

CONCRETE WALLS WITHIN THE PRIMARY CLARIFIER INFLUEN T
{PCI) CHANNEL. CONTRACTOR SHALL REPAIR ALL DAMAGED
CONCRETE WALLS PRIOR TO INSTALLATION Of All SLIDE
GATES ANO APPURTENANCES. ALL DAMAGED CONCRETE
SHALL BE REPAIRED ACCORDING TO ACI 546R-96.

5. CONTRACTOR SHALL PROTEC T 1N PLACE ALL EXISTING LINING WITHIN THE PCI CHANNELS. ALL DAMAGED LINING SHALL BE
REP AIRED ACCORDING TO SPECIFICATION SECTION 09 96 56.

V\ORK RESTRICTION S:

1. CON TRACTOR SHALL KEEP EXISTING SPLITTER BOX, A MINIMUM Of ONE OF THE SINGLE PRIMARY CLARIFIERS {PCL NO. 1, PCL NO. 2, OR PCL NO. 3) AND ONE DOUBLE PRIMARY CLARIFIER
(PCL NO. 4 OR PCL NO. 5) IN SERVICE AT ALL TIMES
THROUGHOU T THE ENTIRE LENGTH Of CONSTRUCTION FOR
THIS PROJECT.
2 CONTRACTOR SHALL COOODINATE WITH THE CITY ANO INSTALL

EQUIPMENT WITHIN EACH PCI CHANNEL TO MINIMIZE SHUT
DOWNS Of THE PRIMARY CLARIFIERS.
3 THE CONTRACTOR WILL BE ALLOWED A MAXIMUM OF THREE
SHUT DOWNS.

4. EACH SHUT DOYtN SHALL BE RESTRICTED TO FIVE
CONSECUTIVE CALENDAR DAYS.

5. 4" PVC LOW PRESSURE AIR (LPA) PIPE ANO SLIDE GATES

SHALL BE INSTALLED BEGINNING AT THE DOWNSTREAM END IN
THE PCI CHANNEL NO. 5 ANO CONTINUE UPSTREAM.

6. CONTRACTOR SHALL PROVIDE TEMPORARY BYPASS LPA TO

KEEP DOWNSTREAM PCI CHANNELS IN SERVICE WHEN WORKING
ON UPSTREAM PCI CHANNELS.

7. 4" PVC LPA PIPE ANO SLIDE GA TES SHALL BE INSTALLED lN

THE PCI CHANNEL AFTER CORRESPONDING PIPE HAS BEEN
PlUGGEO TO TEMPORARILY OOSTRUCT FLOW FROM ENTERING
THE CHANNEL. CONTRACTOR SHALL ALSO DRAIN THE

CHANNEL BEFORE ALLOWING ANY PIPING WORK TO BEGIN ,

8. CON TR ACTOR SHALL PROVIDE SUMP PUMPS TO DRAIN THE
CHANNELS.

EQUIPMENT & MATERIAL NOTES:
0 15" SLIDE GATE. (SEE NOTE 4&:5)
® 24" SI.JOE GATE. (SEE NOTE 4&:5)
0 4" PVC 90° ELBOW. (SEE GENERAL NOTE 2)
0 4" x4"x 4" PVC TEE. (SEE GENERAL NOTE 2)
® 4'' PVC BALL VAL'IE WITH 2" OPERATING NUT.
(SEE GENERAL NOTE 2)
© 4• PVC UNION. EPO~ O-RING. (SEE GENERAL NOTE 2)
0 4• BLIND FLANGE. (SEE GENERAL NOTE 2)
WRP SPLITTER BOX REHABILITATION Pro1ect No. 14206
MECHANICAL LOWER PLAN M-02 C ITY OF SAN C L EME N TE SHErT .J.!. Of ___g_ (0
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151 ~ PVC STEM PROTECTOR UV RESISTANT WITH SELF-ADHESIVE GRADUATED RULER ifB-J__U--- THREAOED STEM, \ "¢, r 2 ; , . ~ ~ ;; ~ ~ ! j ! i 29 1/4"• FRAME WIDTH ROLLED ACME THREADS (1 . 13" 0.0.), LEFT HANO, 4 TPI, DOUBLE START SST 304 STEM GUIDE SST 316L & BUSHINGS
{AS NEEDED. SEE
NOTE J) j'
5" MINIMUM DISTANCE

FROM CENTERLINE OF STEM I
(E) 18" PIPE TO

PCI CHANNEL (TYP)
GATE SST 304L
SEE NOTE 2 (TYP)
SECTION !
u ~=,T~ L @
18" SELF-CONTAINED SLIDE GATE FRAME MOUNTIN_Q, SCALE:NTS '.j ;! • LEE+ RO BID SET
5~ WATER INFRASTRUCTURE ENGINEERS
:!I

STEM GUIDE
(AS NEEDED.

SEE NOTE J)
EPDM

COMPRESSION
CORO
SLIDE SSl 316L
}." THICK
SECTION EB SCALE:NTS
~
5l,"
[POM WALL I GASKET
EPOM /In COMPRESSION
1 / nCORD
SEE NOTE 2 (TYP)
"
iJ ~I ~ e: ~ UHhAWPE SIDE SEAL SECTION SCALE:NTS
INV EL 81.00
(TO BE FIELD VERIFIED)
EB
FRAME SST 316L
THICK

EPOM WALL
GASKET

SECTION
SCALE: NTS
CD
EPOM
BOTTOM
SEAL
EB ~ PVC STEM PROTECTOR UV RESISTANT WITH

SELF - ADHESIVE
GRADUATED RULER S£E NOTE 5

THREADED STEM,
1"0. ROI.LEO ACME
THREADS (1.13"

0.0.), LEFT HANO,
4 TPI, DOUBLE
START SST 304
STEM GUIDE SST 316L &
UHMWPE (AS NEEDED.

SEE NOTE 3)

FRAME EXTENSIONS
SST 316L
FS El 85.00
't_ 5" STEM II
(E)24"

PIPE TO PCI

CHANNEL
(TY!')
GATE SST ◄L SEE NOTE 2
(TYP)
· ....

HANDWHEEL ◄"• ALUMINUM ~ FS EL 85.00 ~ e'
NOTES: 1. DlhAENSIONS 'MTH • TO BE ADJUSTED ANO

COORDINATED WITH EQUIPMENT MANUFACTURER
TO SUIT FINAL APPROVED EQUIPMENT SELECTION.

2. ALL ANCHOR ANO FASTENER REQUIREMENTS
SHALL BE PER SPEOFICATION SECTION 331271 .

SLIDE GATES.

3. STEM GUIDES ARE REQUIRED EVERY 6 FEET Of
UNSUPPORTED STEM LENGTH.

4. SLIDE GATES SHALL BE FONTAINE-AOUANOX
SERIES 20 SLIDE CA TE, MOOEL:
20J-Y1X- 18X18- A- CWX-4, SELF CONTAINED
FRAME. SINGLE RISING STEM, FACE WALL
MOUNITO WITH WIDE FLANGE, 3\6L STAINLESS
ST£EL MATERIAL, ANO YOKE MOUNTED
HANDWHEEL.

5. SLIDE GATES SHALL BE FONTAINE-AOUANOX
SERIES 20 SLIDE GA TE. I-IOOEL:
203-Y1X-24X24-A- CWX/EC-4, SELF CONTAINED I (D

FRAME, SINGLE RISING STEM, FACE WALL Q
~~~T£~A~~
T ~~E F~~N::;f ~~~~TING N
STAINLESS STEEL MAITRIAL ANO YOKE MOUNTED °V HANO WHEEL. ~ SECTION SCALE: NTS
ill
E9
EPOM

WALL GASKET
33 FRAME SST 304L
1/4" THICK
UHMwPE TOP SEAL
SECTION EB SCALE: NTS SLIDE SST l04L
1/4" Tl--llCI<
ci
z
lo
w
,
0 n:::
(L
z
0 ...J ~ a:i
<(
I
w
n:::

X
0 co
n:::
w ~ :J
(L
CJ)
TQC INV EL 80.~
~~-~, TO BE FIELD VERIFIED (L n:::

SECTION
SCALE: NTS EB s
6 J/4"

SECTION
SCALE: NTS EB ~~ I I T l '"""'"'"' SCAU:' T DATE, WRP SPLITTER BOX REHABILITATION ;; ri I I I I ..... '" "·'· 1 '"""" '" " · I •• MECHANICAL DETAILS Project No. 14206
J- I I I I otEO<EO 8'1' : K.S. T ff
,l .,,.lom,I "'"""""" 1,,, 1,.,.,.,,.,, ,.,.,..""" , (// I ' SHEET10F2 i~ R E V I S I O N S R E F E R E N C E S A P P R O V A L S "Y"5l\fl'~llfoF"' . ' •• CITY OF SAN CLEMENTE f SHEET 11 "' 12 M-03
DRAFT
152
3/8"0 SST ANCHOR BOLTS WITH

EPOXY ADHESIVE TYPE ANCHORS
(TYP)
1 1 /2" OFFSET 2 BOLT
STANDOFF PIPE CLAMP, SI t 316 SST, EMPIRE PRODUCT
NO. 95SS0150 4" PVC TRUE UNION
I c:=1 WALL
4 1/4"
= 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE.

2. Dlt.lENSIONS PROVIDED ARE TO SUPPORT A 4" PVC PIPE.

PIPE SUPPORT· WALL MOUNTED
j
; I
t ,; •'
DETAIL
SCALE:NONE
j~ ,,!
l: . LEE+ RO

WATER IN FR ASTRUCTURE ENGINEERS
"~
a1
;. ._J: I AtV. J o" TE:
@
!~ REVISIONS

BID SET
BY: I APP'W:

BALL VALVE
6" ALUMINUM INTERLOCKING

CONTINUOUS CEAR HINGE
4" PV~ LPA PIPE AND FITTING TO BE REROUTl;D
6" ALUMINUM

INTERLOCKING

DECK SLAT
=
DETAIL
SCALE: NONE @
3/16" SANTOPRENE PAD
(CUT IN FIELD)

1. CONTRACTOR SHALL COORDINATE SLIDE CATE PENETRATION OPENINGS WITH HALLSTEN.

TYPICAL SLIDE GATE PENETRATION
DETAIL
SCALE:NONE @

R E F E R E N C E S A P P R O V A L S
5/ 16" X 1 1/4" 316 S.S.

SOCKET HEAD CAP SCREW
3/4" X 3/4" X 4 3/4"

ALUMINUM BAR LATCH
6" ALUMINUM
INTERLOCKING 0£CK SLAT
2" ALUMINUM INTERLOCKING

HANDLE CHANNEL WITH

SANTOPRENE CHEVRON SEAL
J/8"0 316 S.S.

HILTI Hff -RE 500 VJ ANCHOR
W/S.S NYLOC NUT & FLAT WASHER (J" MIN. EMBEOMENT)
2" ALUMINUM HANDLE CHANNEL
W/SANTOPRENE CHEVRON SEAL·

ALUMINUM COVERS TO INCLUDE

INSULATING MATERIAL PER
MANUFACTURERS RECOMMENOA TIONS.

ALUMINUM SHALL NOT BE IN DIRECT
CONTACT WITH CONCRETE TO AVOID CORROSION TO ALUMINUM.
=
MIN
A_g__g_ESS HATCH · ANCHOR DETAIL

EXISTING CONCRETE WALL

1. ALL ALUMINUM SURFACES IN CONTACT WI TH CONCRETE SHALL BE COATED. 3/1 6" SANTOPRENE

FU T SEAL

SECTION
SCALE:NONE
ACCESS HATCH · FLOOR MOUNTED
DETAIL
SCALE: NONE \M-Ot
1/4"0 X 1• 316 S.S.

TORX- HEAD MACHINE
SCREW

WRP SPLITTER BOX REHABILITATION

MECHANICAL DETAILS
SHEET2 OF 2

C ITY OF SAN CLEMENTE

EXISTING CONCRETE WALL
Prolect No. 14206
OR-''MNG MO:

M-04
SHEET ...ll_ CE __g_
<D
0 N
-.;I"
.....
ci
z
fu
w
,
0 0::

Cl..
z
0 i'.=
_J
ca
<(
I
w
0::

X
0 ca 0::
w
I=
::i
Cl..

Cl)
Cl..
0::
s
DRAFT
153

OFFICIAL NOTICE
eptember 26, 202
TO: Prospective Bidders
PROJECT: WRP SPLITTER BOX REHABILlTATION
PROJECT NO. 14206
FROM: Belgin Cuhadaroglu -Associate Civil Engineer
SUBJECT: Addendum No. 1 to the Bid Documents for the WRP Splitter Box Rehabilitation, Project No. 14206
Transmitted herewith is Addendum No. I
The attached changes to the contra
ct docL11nents fo r the above project shall be incorporated into the contract plans and spec ifications as part of this project.

The Contractor shall sign this page as acknowledgment of receipt of Addendum No. l and attach it to his/her bid proposal. Bids will not be accepted without this form attached.

We acknowledge receipt of Addendum No. I for the above mentioned project and hereby accept its term s and nditions as part of our bid.

Jennette Company, Inc. ontractor' • Name
Date I 0/J 8/23
//'RP 5iJ!illel' Bo.Y Rehahili!Ctlio11. Prt?jec/ No. 1-12()6 Addenc/111111\'o. I
DRAFT
WRP Splitter Box Rehabilitation, Project No. 14206
Addendum No. 1
ADDENDUM NO. 1
September 26, 2023
TO: Prospective Bidders
PROJECT: WRP SPLITTER BOX REHABILITATION
PROJECT NO. 14206
FROM: Belgin Cuhadaroglu – Associate Civil Engineer
SUBJECT: Addendum No. 1 to the Bid Document for the WRP Splitter Box Rehabilitation, Project No. 14206
THE FOLLOWING CHANGES HAVE BEEN MADE TO THE CONTRACT DOCUMENTS:

Front End Documents

1. SECTION 00100, NOTICE INVITING BIDS;4. Contract Time “The work must be completed within 120 working days from the date specified in the written Notice to Proceed”, is changed to
The work must be completed within 120 working days from the date specified in the written Notice to Proceed (NTP). Upon the fully executed contract, City will provide authorization to contractor to procure all the necessary materials prior to issuing a NTP.

2. SECTION 00100, NOTICE INVITING BIDS; 5. License and Registration Requirements, 5.1. State License; “Pursuant to California Public Contract Code Section 3300, the City has determined that the Contractor shall possess a valid California contractor’s license for the following classification(s): “A” license in good standing. Failure to possess the specified license(s) at the time of bid opening shall render the bid as non-responsive and shall act as a bar to award the contract to that non-responsive bidder” is changed to Pursuant to California Public Contract Code Section 3300, the City has determined that the Contractor shall possess a valid California contractor’s license for the following classification(s): Class “A” license in good standing and shall have successfully completed five (5) projects of similar scope for public agencies valued at a minimum of $300,000 each, 154
DRAFT
WRP Splitter Box Rehabilitation, Project No. 14206
Addendum No. 1
in the last five (5) years. Failure to possess the specified license(s) at the time of bid opening shall render the bid as non-responsive and shall act as a bar to award the contract to that non-responsive bidder.

3. SECTION 00430, CONTRACTOR INFORMATION AND EXPERIENCE FORM;

Page 25 ends

San Clemente City CouncilNovember 7, 2023

San Clemente City Council
November 7, 2023