Agenda packet — Grover Beach City Council, September 22, 2025 (part 1 of 2)

AGENDA

GROVER BEACH CITY COUNCIL

GROVER BEACH CITY HALL - COUNCIL CHAMBER
154 SOUTH EIGHTH STREET

GROVER BEACH, CALIFORNIA
MONDAY, SEPTEMBER 22, 2025, 6:00 PM
Next Resolution No .25-33
Next Ordinance No. 25-05
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in a City meeting, please contact the City Clerk's Office (805-473-4567) at least 48 hours prior to the meeting to ensure that reasonable arrangements can be made to provide accessibility to the meeting.

CALL TO ORDER

FLAG SALUTE
ROLL CALL Council Members Kathy McCorry-Driscoll, Jules Tuggle, Clint Weirick, Mayor Pro Tem Robert Robert, and Mayor Kassi Dee

CLOSED SESSION ANNOUNCEMENTS
On Monday, September 8, 2025 at 8:41 p.m. the City Council met in Closed Session regarding the following item:

Alvogen Opioid Settlement
B. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Government Code section 54956.9
Two (2) Cases.

Closed Session Announcements: At 9:51 p.m., Mayor Dee reconvened the meeting in open session with all Council Members present and announced that a Motion was made by Council Member Tuggle to join and enter into the Alvogen Opioid Settlement. Motion was seconded by Council Member Weirick. The motion carried on the following roll call vote:

Meetings can be viewed on cable Channel 20 in Grover Beach and are live streamed on www.slospan.org. Members of the public may provide public comment via the phone during the meeting by calling (805) 321-6639 (the phone line will open just prior to the start of the meeting at 6:00 PM). Written public comments can be submitted via email to [email protected]. To ensure distribution to the City Council, please submit comments not later than 12:00 p.m. the day of the meeting. All correspondence will be distributed to the City Council, posted on the City’s website, and be made part of the official public record of the meeting. Please note, comments will not be read into the record.

Agenda Amended to Add
Proclamation for Recovery
Month
Agenda: Grover Beach City Council Meeting Page 2
Monday, September 22, 2025
AYES: Council Members – McCorry-Driscoll, Tuggle, Weirick, Mayor Pro Tem Robert and Mayor Dee
NOES: Council Members – None
ABSENT: Council Members – None
ABSTAIN: Council Members – None

AGENDA REVIEW
At this time the City Council will review the order of business to be conducted and receive requests for, or make announcements regarding, any change(s) in the order of the day. The Council should adopt the agenda as presented or as revised by motion.

CEREMONIAL CALENDAR

1. Proclamation for Recovery Month

PRESENTATIONS
None

PUBLIC COMMUNICATIONS
Any member of the public may address the Council for a period not to exceed three minutes total on any item of interest within the jurisdiction of this Council. The Council will listen to all communications; however, in compliance with the Brown Act, the Council cannot act on, or discuss, items not on the agenda.

CONSENT AGENDA
The following routine items listed below are scheduled for consideration as a group. Recommendations for each item are noted in parentheses. Members of the audience may speak on any item(s) listed on the Consent Agenda. Any Council Member, the City Attorney, or the City Manager may request that an item be withdrawn from the Consent Agenda to allow for full discussion. Items withdrawn from the Consent Agenda will be heard after the rest of the Consent Agenda is approved.

2. Treasurer’s Report for the Period of August 1, through August 31, 2025 – Finance Manager Flores
(Recommended Action: Approve the Treasurer’s Reports as submitted.)

VOICE VOTE

3. Treasurer’s Reports for the 2022 Streets Bond Account - $10,000,000 for the Period of August 1, through August 31, 2025 – Finance Manager Flores (Recommended Action: Approve the Treasurer’s Reports as submitted.)

VOICE VOTE

4. Minutes of the City Council Meeting on Monday, September 8, 2025 – City Clerk Sims (Recommended Action: Approve the minutes as submitted or revised.)

VOICE VOTE
Agenda: Grover Beach City Council Meeting Page 3
Monday, September 22, 2025

5. Award of Construction Contract for: CIP Project 5002 – Sewer Systems Upgrades Project – Public Works Director/City Engineer Ray
(Recommended Action: Award a contract for construction of CIP Project 5002 Sewer Systems Upgrades Project to Souza Construction Company, Inc. in the amount of $3,405,329.00 for the Base Bid plus Additive Bid No.2; authorize the City Manager to sign and affirm change orders up to an aggregate of $400,000; and authorize the Mayor to execute the contract on behalf of the City.)

ROLL CALL VOTE

6. Approval of AB 650 Support Position Letter – Assistant City Manager Eriksson (Recommended Action: Authorize the Mayor to send a letter supporting the Governor’s signing AB 650 (Planning and Zoning: Housing Element: Regional Housing Needs Allocation).)

ROLL CALL VOTE

PUBLIC HEARING

7. Second Reading and Adoption of an Ordinance to Approve the Reorganization, Compilation, Renumbering, Amendment, Repeal, Restatement, and Codification of Existing Ordinances and Adopting a New Municipal Code – City Attorney Lomeli and City Clerk Sims
(Recommended Action: Conduct a public hearing for the second reading and adoption of an Ordinance to approve Reorganization, Compilation, Renumbering, Amendment, Repeal, Restatement and Codification of existing Ordinances and adopting a New Municipal Code.)

ROLL CALL VOTE

8. Second Reading and Adoption of an Ordinance to Amend Sections 31.08 and 31.23 of Chapter 31 (Organizations) of Title III (Administration) of the Grover Beach Municipal Code Pertaining to Appointments and Vacancies for the Planning Commission and Parks, Recreation and Beautification Commission – Assistant City Manager Eriksson and City Attorney Lomeli
(Recommended Action: Conduct a public hearing for the second reading and adoption of an ordinance to Amend Sections 31.08 and 31.23 of Chapter 31 (Organizations) of Title III (Administration) of the Grover Beach Municipal Code (GBMC) pertaining to appointments and vacancies for the Planning Commission and Parks, Recreation and Beautification Commission.)

ROLL CALL VOTE

REGULAR BUSINESS

9. Draft City Council Handbook – Assistant City Manager Eriksson (Recommended Action: Receive a draft City Council Handbook for policies and procedures to City Council activities and provide input and direction to staff.)

COUNCIL COMMITTEE REPORTS
This item gives the Mayor and Council Members the opportunity to present reports to the other members regarding committees, commissions, boards, or special projects on which they may be participating.

SLO Council of Governments/SLO Regional Transit Authority Kassi Dee (Alt: Robert Robert) (SLOCOG / SLORTA)
South County Transit Committee Kassi Dee (Alt: Robert Robert) South SLO County Sanitation District (SSLOCSD) Kassi Dee (Alt: Clint Weirick) Central Coast Community Energy (3CE) Kathy McCorry-Driscoll (Alt: N/A) Agenda: Grover Beach City Council Meeting Page 4
Monday, September 22, 2025
REACH Kathy McCorry-Driscoll (Alt: Robert Robert)
Visit SLO CAL Advisory Committee Kathy McCorry-Driscoll (Alt: Robert Robert) Air Pollution Control District (APCD) Robert Robert (Alt: Kassi Dee) Integrated Waste Management Authority (IWMA) Robert Robert (Alt: Kathy McCorry-Driscoll) Homeless Services Oversight Council (HSOC) Jules Tuggle (Alt: Clint Weirick) SLO County Water Resources Advisory Committee (WRAC) Jules Tuggle (Alt: Robert Robert) South County Chambers of Commerce Jules Tuggle (Alt: Robert Robert) Zone Three Advisory Committee Jules Tuggle (Alt: Robert Robert) California Joint Powers Insurance Authority (CJPIA) Clint Weirick (Alt: Kathy McCorry-Driscoll) Community Action Partnership of San Luis Obispo County Clint Weirick (Alt: Kassi Dee) (CAPSLO)
Five Cities Fire Joint Powers Authority Clint Weirick and Kassi Dee

COUNCIL COMMUNICATIONS
This item gives individual Council Members the opportunity to seek consensus for scheduling a specific item on a future agenda, authorizing staff time to provide background information and prepare a staff report for a future agenda, or to comment on Council business, City operations, projects or other items of community interest.

CITY MANAGER’S REPORTS AND COMMENTS
CITY ATTORNEY’S REPORTS AND COMMENTS

CLOSED SESSION
It is the intention of the City Council to meet in Closed Session concerning the following item:

A. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Government Code section 54956.9
Two (2) Cases
B. PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Government Code Section 54957
Title: City Manager

ADJOURNMENT
* * * * *
Per Resolution No. 17-21, the public portion of City Council meetings will be scheduled to start at 6:00 p.m. and conclude no later than 11:00 p.m. Any open session items remaining on the agenda at 11:00 p.m. that have not been discussed or considered by the City Council will be continued to an adjourned meeting of the City Council (scheduled before the next regular meeting). However, the City Council may choose to continue the meeting past 11:00 p.m. upon a proper motion and a 4/5ths vote in favor of such an action.
* * * * *
Staff reports or other written materials relating to each item of business referred to on this agenda are available from the City website www.groverbeach.org and on file in the City Clerk’s Office. A public Agenda: Grover Beach City Council Meeting Page 5
Monday, September 22, 2025
counter copy is available for public inspection and reproduction during normal business hours at City Hall, 154 South 8th Street, Grover Beach, CA. Related materials submitted after distribution of the agenda packet are available in the City Clerk's Office during normal business hours. If you have questions regarding any agenda item, please contact the appropriate City Department. Any writings or documents regarding any item on this agenda, not exempt from public disclosure, provided to a majority of the City Council and distributed subsequent to distribution of the agenda packet will be made available for public inspection in the City Clerk’s Office during normal business hours. * * * * *
Note: This agenda was prepared and posted pursuant to Government Code Section 54954.2. This agenda is subject to amendment up to 72 hours prior to the date and time set for the meeting. Please refer to the agenda posted at City Hall for any revisions or call the City Clerk’s Office at (805) 473-4567 for more information.
* * * * *
The agenda and staff reports are also available on the City’s website: www.groverbeach.org

CITY OF GROVER BEACH

POLICIES AND PROCEDURES FOR CONDUCT AND DECORUM AT COUNCIL MEETINGS (Pursuant to Resolution No. 07-44, adopted 04-16-07, revised 02-18-2020) The City Council and staff welcomes and encourages civic participation and debate on issues. The Council values the public’s opinion and in every Council meeting invite and encourage the public to address the Council on any matter of interest. The Council adopted these policies and procedures for appropriate conduct and decorum at Council meetings and establish guidance for public participation during Council meetings.

These policies will foster and provide greater clarity to preserve the intent of open government and maintain a positive environment for public input and City Council decision-making.

1.0 DECORUM AND ORDER – IN GENERAL

1.1 The presiding officer is responsible for the maintenance of order and decorum at all times.

1.2 The presiding officer shall determine all points of order subject to the right of any Council member to appeal to the City Council by majority vote. If any appeal is taken, the question shall be “Shall the decision of the presiding officer be sustained” in which event a majority vote of the Council shall govern and conclusively determine such question of order.

1.3 All Council members, staff members and members of the public should speak respectfully and avoid the use of profanity, vulgarity and slanderous comments. Recognizing that the First Amendment precludes the City Council from prohibiting speakers from speaking based upon the content of their speech, the presiding officer shall use their best efforts, short of enforcement action, to remind and encourage all participating in the meeting to keep their speech respectful towards others and within bounds appropriate for children and persons of sensitivity toward course language as a courtesy to others present or otherwise viewing Council meetings.

2.0 DECORUM AND ORDER – COUNCIL MEMBERS

2.1 Manner of Speaking.

Any Council member desiring to speak shall first address the presiding officer. Upon recognition by the presiding officer, the Council member shall speak only to the question under debate.

U2.1(a) Questioning Staff.

A Council member desiring to question the staff should address his question to the City Manager, or, in appropriate cases, the City Clerk or City Attorney, who shall be entitled either to answer the inquiry or to designate some staff member for that purpose. Such a designation may be made at the time of any staff presentation or on the agenda listing for the item.

U2.1(b) Interruptions.

Once recognized, a Council member shall not be interrupted while speaking unless called to order by the presiding officer; unless a point of order is raised by another Council member, or unless the speaker chooses to yield to questions from another Council member.

3.0 DECORUM AND ORDER – STAFF

3.1 City Manager Responsibilities
The City Manager is responsible for ensuring that members of the administrative staff observe the rules of decorum and order set forth in this Policy.

3.2 AAddressing the City Council
Any administrative staff member desiring to address the City Council or members of the public shall first be recognized by the presiding officer. All remarks shall be addressed to the presiding officer and not to any individual Council Member or member of the public. Administrative staff members shall accord the utmost courtesy to the City Council, other administrative staff members and the public.

4.0 DECORUM AND ORDER – MEMBERS OF THE PUBLIC

4.1 AAddressing the City Council
Any member of the public desiring to address the City Council or members of the public shall first be recognized by the presiding officer at the appropriate place on the agenda. All remarks shall be addressed to the presiding officer and not to any individual Council Member, City Manager, City Attorney or member of the administrative staff or member of the public.

4.2 Time Limitation for Addressing the City Council
Public comment when addressing the City Council shall be generally limited to three (3) minutes per speaker. Depending on the extent of the agenda and the number of persons desiring to speak on an issue, the presiding officer may, at the beginning of the hearing, set a different time limit for each speaker. Any person may speak for a longer period of time upon approval from the presiding officer, when deemed necessary, for instance when a person is speaking on behalf of a group or has a graphic or slide presentation requiring more time.

4.3 Failure to Yield, Disruptions
Any person who refuses to relinquish the floor after their allotted time or while attending the City Council meeting engages in conduct or speech which disrupts the business of the meeting shall be brought to order and/or removed from the room if the sergeant-at-arms is so directed by the presiding officer.

Disruptive remarks from the audience, stamping of feet, clapping, whistles, yells and similar demonstrations shall not be permitted by the presiding officer who may direct the sergeant-at-arms to remove such offenders from the room.

4.4 Prosecution
Aggravated cases shall be prosecuted on appropriate complaint signed by the presiding officer.

5.0 ENFORCEMENT OF DECORUM

5.1 The Chief of Police or his designee shall be the ex-officio sergeant-at-arms of the City Council. The sergeant-at-arms shall carry out all legal and valid orders and instructions given by the presiding officer for the purpose of maintaining order and decorum in the Council Chamber. Upon instructions from the presiding officer, it shall be the duty of the sergeant-at-arms to remove any disorderly person from the Council Chambers or place the disorderly person under arrest or both.

5.2 As set forth in Government Code Section 54957.9, in the event that any meeting is willfully interrupted by a person or group of persons so as to render the orderly conduct of such meeting unfeasible or impedes the ability of the Council to hold the meeting, and order cannot be restored by the removal of individuals who are willfully interrupting the meeting, the presiding officer may order the meeting room cleared and continue in session. Only matters appearing on the agenda may be considered in such a session. Duly accredited representatives of the press or other news media, except those participating in the disturbance, shall be allowed to attend any session held pursuant to this Section. Nothing in this Section shall prohibit the City Council from establishing a procedure for readmitting an individual or individuals not responsible for willfully disturbing the orderly conduct of the meeting.

No Documents for this Agenda Item
Proclamation for Recovery Month
Agenda Item No. 1
Placement: Ceremonial Meeting
Date: September 22, 2025

RESOURCES DESCRIPTION
Balance from July 31, 2025 $ 2,153,527.97
Deposits 3,656,741.23
Voided Checks Check Number Date
79131 07/24/25 350.08
79264 08/14/25 2,207.00
From Street Bond Acct 1,162,251.62
Total Resources $ 6,975,077.90

EXPENSES

DESCRIPTION PERIOD ENDING CK DATE CHECK NUMBER AMOUNT
PR 08/03/25 08/05/25 5364969-5365041 190,226.10
WR 08/07/25 79199-79251 61,998.65
WR 08/14/25 79252-79304 567,811.59
WR 08/21/25 79305-79365 1,058,756.80
PR 08/17/25 08/21/25 5365042-5365108 192,169.07
PR Special Check 08/22/25 5365109 857.43
PR Special Check 08/26/25 5365110 869.87
WR 08/28/25 79366-79411 791,862.92
Electronic Transfers 690,638.65
Returned Checks,Chargebacks 10,226.01
Credit Card Payments Service Charge 5,209.90
Deposit Correction 72.00
Total Expenditures $ 3,570,698.99
Cash Balance as of August 31, 2025 $ 3,404,378.91
Respectfully,
Micheal Flores
Finance Manager

CITY OF GROVER BEACH
Treasurer's Report for September 22, 2025 City Council Meeting August 1, 2025 to August 31, 2025
Agenda Item No. 2
Placement: Consent
Meeting Date: September 22, 2025

ACCOUNTS PAYABLE
CHECK DATE 8/7/2025
08/07/2025
8/1/25
08/07/2025
City of Grover Beach
154 S. 8th Street
Grover Beach. CA 93433
A M Peche & Associates LLC
=
Invoice 08/07/2025

AMAZON CAPITAL SERVICES
1DV6-VYWC-6K[ Invoice 07/29/2025
1GP7-X9JY-6JVC Invoice 08/06/2025
1KGL-PJHG-9RT Invoice 08/05/2025
1 LQM-49QM-6Q, Invoice 08/05/2025
Consulting
LOC# 100 CITY HALL JANITORIAL SUPPLIES
Notebook/Laptop Memory
Computer and monitor purchase
Cables
Check Report
By Check Number
Date Range: 08/07/2025 - 08/07/2025
708.75 79200
- 708.75
2658.74 79201 -- 40.18
258.78
2158.66

97.39 1T11 •J 1 VW-CVIV Invoice 07/28/2025 OFFICE & SAFETY SUPPLIES FOR PUBLIC WORKS 103 73 08/07/2025 Applied Technology Group, Inc. 23.97 79202
REC0110225 Invoice 08/05/2025 atgchat w/2 way Tahoe's 23.97 08/07/2025 AUTO ZONE INC 51 .1 8 79203
04021056484 Invoice 07/18/2025 TOOLS FOR CORP YARD SHOP 51 .18 08/07/2025 Boot Barn Inc 232.44 79204
INV00505390 Invoice 07/24/2025 R RUIZ SAFETY BOOTS 2025 232.44 08/07/2025 Brand Creative 677.59 79205
9257 Invoice 08/05/2025 decals for E-Cart 237.93
9278 Invoice 08/06/2025 polo shirts - Range 387 51
9291 Invoice 08/05/2025 polo Rhyne 52.15
08/07/2025 Brandalyn Sigala 87 79206 - 2001139.002 Invoice 08/06/2025 2001139.002 R3545 GHUp Sigala SDRfd 87 08/07/2025 CALIFORNIA PEACE OFFICERS ASSOC. 895 79207
- 461350 Invoice 08/05/2025 Dept Membership Dues 895
08/07/2025 California Rural Water Association 450 79208 2025.07.29 Invoice 07/29/2025 WATER SAMPLING CLASS REGISTRATION FEES 450 08/07/2025 Central Coast Party Factory, LLC 900 79209 - 6701 Invoice 08/06/2025 6701 •- 7/20/25 bounce house summer concerts 300 6702 Invoice 08/06/2025 6702 -· 7/27/25 bounce house summer concerts 300 6704 Invoice 08/06/2025 6704 •· 8/3/25 bounce house summer concerts 300 08/07/2025 Central Coast Portables LLC 500 79210 =
8/ 11/ 2025 1:46:46 PM Page 1 of 7
Check Report - Detail Date Range: 08/07/2025 - 08/07/2025 4914 Invoice 08/06/2025 4914 portable restroom 8/1 -- 8/4 500 08/07/2025 Cesar Zarate 150 79211 - -- C. ZARATE SAF! Invoice 07/2912025 C. ZARATE SAFETY GLASSES REIMBURSEMENT 20 150 08/07/2025 COLD CANYON LANDFILL INC. 142.25 79212 -- - 02-01350184 Invoice 07/07/2025 LOC# 100 CITY HALL GREEN WASTE HAUL AWAY 49 02-01354537 Invoice 07/24/2025 LOC# 111 & 109 PARKS GREEN WASTE HAUL AWA) 45 02-01355446 Invoice 07/29/2025 BODEGA & LA SELVA BASIN GREEN WASTE HAUL 1 48.25 08/07/2025 DATAPROSE LLC 2496.74 79213
DP2503879 Invoice 08105/2025 Utility Billing July 2025 2496.74 08/07/2025 DJ'S PLUMBING INC 350 79214
14599 Invoice 07/21/2025 LOC# 112 MENTONE BASIN PARK WOMENS RESTR 350 08/07/2025 FARM SUPPLY COMPANY 34.26 79215
115900 Invoice 07/24/2025 PROPANE BY THE GALLON FOR FORKLIFT 34.26 08/07/2025 Fastenal Company 101.55 79216 - CABAR134361 Invoice 07/21/2025 BATTERIES FOR CORP YARD 101 .55 08/07/2025 Felicia Villegas 87 79217 - 2001137 .002 Invoice 08/06/2025 2001137.002 R3542 GHUp/Low Villegas SDRfd 7/26125 87 08/07/2025 FIRST AMERICAN TITLE COMPANY 1500 79218
718-718116601 Invoice 07/2812025 TITLE REPORT FOR PRIVATE STREETS BELOW FAI 500 718-718116603 Invoice 07/29/2025 TITLE REPORT FOR PRIVATE STREETS S. OF FARF< 500 718-718116604 Invoice 07/2912025 TITLE REPORT FOR PRIVATE STREETS S. OF FARF< 500 08/07/2025 Five Cities Chevron 234 79219
July2025 Invoice 08/05/2025 car washes July 2025 234
08/07/2025 FRANCHISE TAX BOARD 50 79220
INV0002893 Invoice 08/05/2025 Franchise Tax Board Garnishment 50 08/07/2025 FRANCHISE TAX BOARD 859.43 79221
INV0002894 Invoice 08/05/2025 Franchise Tax Board Garnishment 859.43 08/07/2025 GRAND AWARDS 17.24 79222
34156 Invoice 08/05/2025 name plate Walker Cannabis 17.24 08/07/2025 GROSSI NI'S AUTO BODY 4387.57 79223
13383c3a Invoice 08/06/2025 Unit 6, tic repairs 4387.57 08/07/2025 GROVER BEACH POLICE OFFICERS ASSOC. 1210 79224 8/11/2025 1 :46 46 PM Page 2 of 7
Check Report - Detail Date Range: 08/07/2025 - 08/07/2025 INV0002870 Invoice 08/05/2025 POA Dues 55
INV0002871 Invoice 08/05/2025 POA Dues 55
INV0002872 Invoice 08/05/2025 POA Dues 55
INV0002873 Invoice 08/05/2025 POA Dues 55
INV0002874 Invoice 08/05/2025 POA Dues 55
INV0002875 Invoice 08/05/2025 POA Dues 55
INV0002876 Invoice 08/05/2025 POA Dues 55
INV0002877 Invoice 08/05/2025 POA Dues 55
INV0002878 Invoice 08/05/2025 POA Dues 55
INV0002879 Invoice 08105/2025 POA Dues 55
INV0002880 Invoice 08/05/2025 POA Dues 55
INV0002881 Invoice 08/05/2025 POA Dues 55
INV0002882 Invoice 08/05/2025 POA Dues 55
INV0002883 Invoice 08105/2025 POA Dues 55
INV0002884 Invoice 08/05/2025 POA Dues 55
INV0002885 Invoice 08/05/2025 POA Dues 55
INV0002886 Invoice 0810512025 POA Dues 55
INV0002887 Invoice 08/05/2025 POA Dues 55
INV0002888 Invoice 08/05/2025 POA Dues 55
INV0002889 Invoice 08/0512025 POA Dues 55
INV0002890 Invoice 08105/2025 POA Dues 55
INV0002891 Invoice 08/05/2025 POA Dues 55
08/07/2025 HO Supply Inc USA Blue Book 1757.08 79226 - - INV00771005 Invoice 07/17/2025 EYEIFACEWASH BOWL & VALVE FOR WATER DEPl 961 .19 INV00771082 Invoice 07117/2025 VALVE FOR WATER DEPT. 795.89 08/07/2025 J.B. DEWAR INC. 4509.75 79227
414784 Invoice 08105/2025 gas stmt 7/16/25 to 7/31/25 2922.46 7/31125 Invoice 08/06/2025 Gasoline charges for PW vehicles 1587.29 08/07/2025 Joshua Rosenblum 1164 79228
Band8.10.25JRm Invoice 08/06/2025 Band8.10.25JRosenblum 1164 08/07/2025 KIMBALL MIDWEST 393.15 79229
103573028 Invoice 07/18/2025 TOOLS FOR PUBLIC WORKS DEPT. 191.85 103574800 Invoice 07/21/2025 SAFETY SUPPLIES FOR CORP YARD SHOP 201.3 08/07/2025 LexisNexis Risk Data Management, Inc. 982.74 79230 - 8/11/2025 1 46:46 PM Page 3 of 7
Check Report • Detail Date Range: 08/07/2025 • 08/07/2025 1100173907 Invoice 08/06/2025 AVCC Subscrip July 2025 Cannabis 982.74 08/07/2025 MINERS HARDWARE 1183.15 79231
565672 Invoice 07/01/2025 LOG# 100 CITY HALL LANDSCAPING TOOLS 32.61 565698 Invoice 07/01/2025 PUBLIC WORKS SUPPLIES 5.43
565732 Invoice 07/01/2025 PW# 409 TRUCK SUPPLIES 4.33
565780 Invoice 07/02/2025 LOG# 107 CORP YARD SUPPLIES 16.3 565808 Invoice 07/02/2025 FACILITY KEYS 5.7
565851 Invoice 07/03/2025 LOG# 109 & 112 PARK SUPPLIES 46.51 565914 Invoice 08/06/2025 supplies for Fireworks 41 .29 566029 Invoice 08/0612025 veh supplies 42.37
566041 Invoice 07/07/2025 LOG# 111 GROVER HEIGHTS SIGN SUPPLIES 11.49 566043 Invoice 07/07/2025 LOG# 111 GROVER HEIGHTS SIGN 0.8 566108 Invoice 07/0812025 LOG# 112 MENTONE PARK SUPPLIES 23.69 566126 Invoice 07/09/2025 LOG# 109 16TH STREET PARK SUPPLIES 12.36 566159 Invoice 07/09/2025 LOG# 112 MENTONE PARK SUPPLIES 16.3 566209 Invoice 07/10/2025 LOG# 112 MENTONE PARK SUPPLIES 55.07 566232 Invoice 07/10/2025 LOG# 112 MENTONE PARK SUPPLIES 25.19 566251 Invoice 07/10/2025 8TH STREET SAMPLE STATION SUPPLIES 44.16 566256 Invoice 07/10/2025 LOG# 112 MENTONE PARK PEST CONTROL SUPPLI 30.44 566326 Invoice 08/06/2025 training supplies 25.48
566359 Invoice 08/06/2025 bags 19.56
566360 Credit Memo 08/06/2025 return of bags CREDIT -3.92 566471 Invoice 07/14/2025 CORP YARD SHOP OFFICE SUPPLIES 82.61 566521 Invoice 07/14/2025 LOG# 114 RAMONA GARDEN PARK SUPPLIES 143.52 566547 Invoice 07/1512025 LOC# 112 MENTONE PARK SUPPLIES 4.98 566586 Invoice 08/06/2025 extend cord 46.75
566598 Invoice 07/15/2025 LOG# 112 MENTONE SIDEWALK SUPPLIES 4.98 566672 Invoice 07/16/2025 LOC# 105 RAMONA CENTER RESTROOM REPAIR SI 20.65 566676 Invoice 07/16/2025 3RD STREET & GRAND AVE IRRIGATION REPAIRS 14.77 566810 Invoice 07/18/2025 PW FLAT BED TRUCK SUPPLIES 4.34 566812 Invoice 07/18/2025 PW FLATBED TRUCK SUPPLIES 19.56 566814 Invoice 08/06/2025 Office Supplies 10.86
566835 Invoice 07/18/2025 STOCK IRRIGATION SUPPLIES 4.65 566979 Invoice 07/21/2025 LOG# 107 CORP YARD GATE SUPPLIES 51.01 567146 Invoice 07/23/2025 CORP YARD SHOP SUPPLIES 25.2
567194 Invoice 07/24/2025 CORP YARD OFFICE SUPPLIES 9.78 8/11/2025 1:46:46 PM Page 4 of 7
Check Report - Detail Date Range: 08/07/2025 - 08/07/2025 567230 Invoice 07/24/2025 LOC# 109 16TH STREET PARK SIGN SUPPLIES 5.33 567244 Invoice 07/24/2025 LOC# 107 CORP YARD BREAKROOM SUPPLIES 13.02 567590 Invoice 07/3012025 LOC# 103 TRAIN STATION SUPPLIES 2.16 567647 Invoice 07/31/2025 SUPPLIES FOR PARKS TRUCK 8.69 567648 Invoice 07131/2025 MENTONE SIDEWALK REPAIR SUPPLIES 23.01 CM0000114 Credit Memo 07/29/2025 CREDIT MEMO - FIRE CURB SUPPLIES -121.02 K67317 Invoice 07/2512025 PW TRUCK# 409 SUPPLIES 17.38
K67328 Invoice 07/26/2025 PW TRUCK# 300 SUPPLIES 8.69
K67488 Invoice 07/29/2025 LOC# 10916TH STREET PARK PEST CONTROL SUP 30.44 K67506 Invoice 07/29/2025 LOC# 112 MENTONE PARK SUPPLIES 35.88 K67513 Invoice 07/29/2025 FIRE CURB SUPPLIES 144.89
K67516 Invoice 07/2912025 FIRE CURB SUPPLIES 82.62
K67518 Invoice 07/29/2025 LOC# 112 MENTONE PARK SUPPLIES 33.24 08/07/2025 MISSION LINEN SUPPLY SAP #110035 554.3 79234 - 1841029924 Invoice 08/0612025 1841029924 7/3/25 date of service 277.15 1841162447 Invoice 08/06/2025 1841162447 mat and mop service 7/31125 277.15 08/07/2025 MIWALL CORPORATION 5181 .24 79235
1014115 Invoice 08/05/2025 Ammo 9mm. 223 rem, 5.56 75gr 5181.24 08/07/2025 New Times 234 79236
INV0002846 Invoice 08/04/2025 New Times_lnv #382658_newpaper ad_7-24-2025 234 08/07/2025 O'REILL Y'S AUTOMOTIVE INC 155.79 79237
3025-454225 Invoice 07/24/2025 PARTS FOR LIGHT TOWER 155.79 08/07/2025 Peak WiFi.com 2514.95 79238
- 14202.781988 Invoice 08/05/2025 Cannabis Video Wall July 2025 295 15983. 782498 Invoice 08/05/2025 internet 45 Newport July 2025 69.95 9433.781341 Invoice 08/05/2025 Network Services July 2025 2150 08/07/2025 PepperBall 1749.51 79239
0099073-in Invoice 08/05/2025 live-x rounds, blast-gb, refills 1749.51 08/07/2025 PG&E CFM/PPC DEPARTMENT 16277.93 79240 ~
207 N 10th St PC Invoice 08/06/2025 PG&E 207 N 10TH ST RAMONA PARK CONTRACT 50 14449.18 207 N 10th St PC Invoice 08/06/2025 PG&E 207 N 10TH ST RAMONA PARK CONTRACT 50 1828.75 08/07/2025 PJ Printers 649 79241 --
230966 Invoice 08/05/2025 5,000 City printed envelopes 649 08/07/2025 PROCARE JANITORIAL SUPPLY 920.15 79242 -
8/11/2025 1:46:46 PM Page S of 7
Check Report - Detail Date Range: 08/07/2025 - 08/07/2025 184190 Invoice 07/01/2025 LOC# 107 CORP YARD JANITORIAL SUPPLIES 71.19 184380 Invoice 07/03/2025 LOC# 100 & 101 JANITORIAL SUPPLIES 255.91 184406 Invoice 07/07/2025 LOC# 100 & 101 JANITORIAL SUPPLIES 225 184586 Invoice 07/10/2025 LOC# 112 MENTONE PARK TOILET TISSUE 38.46 184633 Invoice 07/14/2025 LOC# 107 CORP YARD JANITORIAL SUPPLIES 106.52 184955 Invoice 07/25/2025 LOC# 100 & 101 JANITORIAL SUPPLIES 184.61 184974 Invoice 07/24/2025 LOC# 109 16TH STREET PARK TOILET TISSUE 38.46 08/07/2025 RICH ROLSON 1325 79243 - Sound.JoshRose1 Invoice 08/06/2025 Sound.JoshRosenblum 1325 08/07/2025 Ruby Trejo-Garcia 77 79244 ~
2001138.002 Invoice 08/06/2025 2001138.002 R3561 16th Trejo-Garcia 9/20/25 SDRfd 77 08/07/2025 Silver Eagle Investments 46 79245
July2025 Invoice 08/05/2025 car washes July 2025 46
08/07/2025 SpeakWrite Billing Department 7.7 79246
4182511a Invoice 08/05/2025 dictation services July 2025 7.7 08/07/2025 STATE DISBURSEMENT UNIT 250 79247
INV0002892 Invoice 08/05/2025 Employee Garnishment 250
08/07/2025 STATE OF CALIFORNIA DEPT OF TRANSPORTATION 454.32 79248 - SL251263 Invoice 07/16/2025 SIGNALS & LIGHTING BILLING THROUGH JUNE 202! 454.32 08/07/2025 TCA Tools Inc 75.85 79249 - 072325141206 Invoice 07/23/2025 TOOLS FOR PARKS EQUIPMENT 75.85 08/07/2025 UNITED RENTALS (NORTH AMERICA) INC 250.13 79250 250937989-001 Invoice 08/05/2025 GB Night Out light Tower rental 250.13 08/07/2025 VERIZON WIRELESS 2389.46 79251 -- 6118695347 Invoice 07/16/2025 PW CELL SERVICES JUN-JUL 2025 555.37 6119551902 Invoice 08/06/2025 phone stmt 6/27/25 to 7/26/25 1834.09 8/11/2025 1 46:46 PM Page 6 of 7
Check Report - Summary Date Range: 08/07/2025 - 08/07/2025 All Bank Codes Check Summary
Payable Payment
Payment Type Count Count Discount Payment
Regular Checks 142 49 0.00 61 ,906.91
Manual Checks 0 0 0.00 0.00
Voided Checks 0 0 0.00 0.00
Bank Drafts 0 0 000 0.00
EFT's 0 0 0.00 0.00
142 49 0.00 61,906.91
8 117025 1 46 ~6 PIA Page 7 or 7
=
City of Grover Beach, CA
UBPKT01394 - Refunds 2 UBPKT01392 Disconnect
Account
02-4229-00
Total Refunds: 1
8!7/2025 10:50:57 AM
Name

EANES, JESSICA E
Fund:

Fund:

D~te
8/7/2025
Check#
79199
Total Refunded Amount:

Revenue Code
996 UNAPPUED CREDITS
Account Number Account Name
601 - Water Fund
60l-000-10001-000 Claim On Cash
60 l -000-11110-000 Accounts Receivable Water
999 • Pooled Cash
999-000-10000-000 cash In Bank
999 000-25100-000 Due To Other Funds
Amount

91.74 91.74
Revenue Total:
601 Total:
999 Total:

Distribution Total:

Code
Amount

91.74 91.74
Receipt
Posting Amount IFT
-91.74 Yes

91.74 0.00
-91.74

91.74 0.00 0.00
Yes
Refund Check Register
Refund Check Detail
Amount Type

91.74 Generated From Billing
Revenue Code Summary
General Ledger Distribution
Posting Date: 08/07/2025

Page 1 of 1 ends

ACCOUNTS PAYABLE
CHECK DATE 8/14/2025
79252
79253
79254
79255
79256
79257
79258
79259
79260
79261
79262
79263
Check Report
City of Grover Beach By Check Number
154 S. 8th Street Date Range: 08/14/2025 - 08/14/2025
Grover Beach, CA 93433
08/14/2025 A M Peche & Associates LLC 732.5
6/30/25 Invoice 08/12/2025 Consulting 732.5
08/14/2025 AKA Engineering Company 43318.63
250220-5 Invoice 08/06/2025 CIP 2295-18 PROFESSIONAL SERVICES THROUGH J 39002.63 250423-2 Invoice 08/06/2025 CIP 2295-19 PROFESSIONAL SERVICES THROUGH J 4316 08/14/2025 Alexander's Contract Services 3493.7
105866 Invoice 08/11/2025 MONTHLY METER READING SERVICES AUGUST 202 3493.7 08/14/2025 Allweather Landscape Inc 7807.75
61172-171 Invoice 08/01/2025 ADDITIONAL CITY WIDE LANDSCAPING SERVICES J 780 61172-81 Invoice 08/01/2025 CITY WIDE LANDSCAPING SERVICES JULY 2025 7027.75 08/14/2025 AMAZON CAPITAL SERVICES 394.83
19C9-QRDJ-44P9Invoice 08/11/2025 19C9-QRDJ-44P9 Trunk or Treat 190.84 1FND-67FR-C17HInvoice 08/04/2025 LOC# 100 CITY HALL JANITORIAL SUPPLIES 51.75 1TKX-WD16-J3Y6Invoice 07/30/2025 LOC# 107 NEW TRASH CAN FOR CITY HALL BREAKR 152.24 08/14/2025 Angello's Floor Coverings 1724.92
21403 Invoice 08/12/2025 replace flooring downstairs office 1724.92 08/14/2025 APODACA PAVING INC. 5725
6146 Invoice 07/31/2025 EL CAMINO REAL STRIPING 5725
08/14/2025 Brand Creative 1594.23
9051 Invoice 08/12/2025 Drone Youth Academy - caps 0.35 9116 Invoice 08/12/2025 signs Police Training 229.43
9321 Invoice 08/12/2025 Unit 6, repairs to veh 1364.45
08/14/2025 CANNON CORP 15959.2
92737 Invoice 08/06/2025 CIP 2287 PROFESSIONAL SERVICES THROUGH JUL 15959.2 08/14/2025 CARMEL & NACCASHA LLP 192.5
INV0002900 Invoice 08/13/2025 Carmel&Naccasha_Inv 64850_8-12-2025 192.5 08/14/2025 Central Coast Party Factory, LLC 300
6703 Invoice 08/12/2025 6703 bounce house for 8/10/25 concert 300 08/14/2025 Central Coast Portables LLC 500
8/19/2025 7:38:22 AM Page 1 of 5
79264
79265
79266
79267
79268
79269
79270
79271
79272
79273
79274
79275
79276
79277
79278
Check Report - Detail Date Range: 08/14/2025 - 08/14/2025 4939 Invoice 08/11/2025 4939 restrooms 8/8/25-8/11/25 500 08/14/2025 CITY OF GROVER BEACH WATER DEPT. 350.08
01-5409-02 07.22Invoice 07/22/2025 CIP 1259 WATER FOR CONSTRUCTION USE 350.08 08/14/2025 Crystal Vazquez 750
2001142.002 Invoice 08/12/2025 2001142.002 R3523 Vazquez GBCC 8/2/25 SDRfd 750 08/14/2025 Culligan San Paso/Culligan Santa Maria 99.17 125113 Invoice 08/12/2025 bottled water July 2025 99.17 08/14/2025 Cummins Allison 842.27
1490616 Invoice 08/14/2025 Equipment Jetscan-Contract period 9/14/25-9/13/26 842.27 08/14/2025 Diana Grace Bennett 2500

8.17.25CoGB.SC Invoice 08/12/2025 8.17.25CoGB.SConcert - Steive Nicks Illusion 2500 08/14/2025 Digital West 330
132763401-00116Invoice 08/13/2025 Internet for 933 Ramona 165 132766501-00116Invoice 08/13/2025 Internet for 1230 Trouville 165 08/14/2025 Dimes Media Corporation 342.87
4386 Invoice 07/31/2025 4386 Advertising Radio Summer Concerts 342.87 08/14/2025 Enterprise FM Trust 6801.88
646795-080525 Invoice 08/12/2025 Lease Monthly Invoice 6801.88 08/14/2025 Fields Outdoor Adventures LLP 3825
19984 Invoice 08/12/2025 Ammo, .223, 9mm 3825
08/14/2025 Filipino Community of SLO 87
2001144.002 Invoice 08/12/2025 2001144.002 #3529 16th 8/9/25 FilipinoCommunity 87 08/14/2025 Hacienda Gardening 425
HG92914 Invoice 07/31/2025 CITY WIDE GOPHER TRAPPING JULY 2025 425 08/14/2025 Hilary Angello 210
08112025 Invoice 08/12/2025 per diem WLLE Conf 9/2/25 San Diego 210 08/14/2025 Hinderliter DeLlamas & Associates 10000
sin053174 Invoice 08/12/2025 audit Banana LLC Urban Leaf July 2025 10000 08/14/2025 Hurtado, Monica 87
2001141.002 Invoice 08/12/2025 2001141.002 3495 GHLower 9/14/25 Hurtado 87 08/14/2025 Insight Environmental, Inc. 810
48327 Invoice 07/31/2025 ASBESTOS INSPECTION FOR CORP YARD DEMO 810 8/19/2025 7:38:22 AM Page 2 of 5
79279
79280
79281
79282
79283
79284
79286
79287
79288
79289
79290
79291
Check Report - Detail Date Range: 08/14/2025 - 08/14/2025 08/14/2025 Isabella Martinez 210
08112025 Invoice 08/12/2025 per diem WLLE Conf 9/2/25 San Diego 210 08/14/2025 Jennifer Saucerman-Salinas 100
2001140.002 Invoice 08/12/2025 2001140.002 Skate Class refund 100 08/14/2025 Jim Munro 210
081125 Invoice 08/12/2025 per diem WLLE Conf 9/2/25 San Diego 210 08/14/2025 MOS Equipment 9784.08
641562 Invoice 08/12/2025 Digital Evidence Cabinets 9784.08 08/14/2025 NELIDA ACEVES 210
08112025 Invoice 08/12/2025 per diem WLLE Conf 9/2/25 San Diego 210 08/14/2025 Office Depot 2644.95
430831087-001 Invoice 08/11/2025 toner, notebooks 723.68 430839023-001 Invoice 07/14/2025 LARGE CAPACITY STAPLER FOR PW OFFICE 50.01 430840034-001 Invoice 07/14/2025 COFFEE SUPPLIES FOR PW OFFICE 19.91 431251203-001 Invoice 08/11/2025 paper, tape 698.29
4321215413001 Invoice 08/14/2025 Paper for City Hall 376.44 433351812-001 Invoice 07/24/2025 CORP YARD OFFICE SUPPLIES 426.55 433359390-001 Invoice 07/23/2025 CORP YARD OFFICE SUPPLIES 13.05 434150909-001 Invoice 07/30/2025 WAITING CHAIRS FOR B. HAAS OFFICE 215.56 434150914-001 Invoice 07/30/2025 BOOK SHELF FOR B. HAAS OFFICE 121.46 08/14/2025 PACIFIC GAS AND ELECTRIC 8292.88
8/8/25 Invoice 08/14/2025 Public Works Electric Charges 7/8/25-8/6/25 8292.88 08/14/2025 PAVEMENT ENGINEERING INC. 23680
2507-026 Invoice 08/06/2025 2025 PAVEMENT SYSTEM UPDATE THROUGH JUL 2 23680 08/14/2025 Peak WiFi.com 39189.95
12896 Invoice 08/12/2025 install camera's wireless conn cabinets pwr supply 39120 2025-08-15462 Invoice 08/01/2025 NITRATE PLANT INTERNET SERVICES AUGUST 202 69.95 08/14/2025 Petty Cash - Jim Munro 50
07292025 Invoice 08/12/2025 PD cashbox reimbursement, funds used Investigation 50 08/14/2025 Primo Brands Blue Triton Brands Inc 371.52
05G09000025271Invoice 08/13/2025 July 2025-Drinking water for City Hall 371.52 08/14/2025 RICH ROLSON 1325

8.17.25 sound staInvoice 08/12/2025 8.17.25 sound stage for Stevie Nicks Illusion 1325 8/19/2025 7:38:22 AM Page 3 of 5
79292
79293
79294
79295
79297
79298
79299
79300
79301
79302
79303
79304
Check Report - Detail Date Range: 08/14/2025 - 08/14/2025 08/14/2025 SAN LUIS OBISPO CO SHERIFF'S OFFICE 359633
136-737 Invoice 08/12/2025 Dispatch Services FY25/26 1 of 2 payments 339633 136-740 Invoice 08/12/2025 Narcotics/Gang Task Force Annual Contract FY25/26 20000 08/14/2025 Sikh Heritage Society of the Central Coast 750 2001143.002 Invoice 08/12/2025 2001143.002 #3515 Sikh 7/12/25 SDRfd 750 08/14/2025 Threadhead, Inc. 813.36
16879 Invoice 08/11/2025 16879 GB Gear 813.36
08/14/2025 Ultrex Management Services LLC 207.28
4422825-CAL Invoice 08/13/2025 Sharp BP-70C45 6/22/25-7/21/25 192.28 4426337 Invoice 08/13/2025 Sharp BP-70C45 Toner 15
08/14/2025 UNITED RENTALS (NORTH AMERICA) INC 210.95
251052824-001 Invoice 07/29/2025 MASONARY BLADES FOR STREETS 210.95 08/14/2025 UNIVAR USA INC 2016.28
53221100 Invoice 08/04/2025 CAUSTIC SODA 30% MNBULK 250 GAL DELIVERY 2016.28 08/14/2025 Verdin Marketing Ink, Co. 5281
INV0002899 Invoice 08/13/2025 Verdin_Inv 12478_social Media-webiste_7-31-2025 5281 08/14/2025 VERIZON WIRELESS 83.7
6119551903 Invoice 08/13/2025 Verizon charges 6/27/25-7/26/25 83.7 08/14/2025 Vestis Group, Inc 862.4
5020840669 Invoice 07/07/2025 UNIFORM SERVICES 215.6
5020845009 Invoice 07/14/2025 UNIFORM SERVICES 215.6
5020849590 Invoice 07/21/2025 UNIFORM SERVICES 215.6
5020854007 Invoice 07/28/2025 UNIFORM SERVICES 215.6
08/14/2025 Vital Records Holdings, LLC 200.88
5279884 Invoice 08/13/2025 Document Storage Aug 2025 200.88 08/14/2025 WALLACE GROUP 1855.83
65552 Invoice 07/28/2025 CIP 1259 RAMONA GARDEN PARK DESIGN THROUG 1855.83 08/14/2025 White Flag Pest Control 625
175569 Invoice 07/29/2025 LOC# 101 POLICE DEPT. PEST CONTROL JULY 2025 115 175570 Invoice 07/31/2025 LOC# 105 RAMONA GARDEN CENTER PEST CONTR 175 175571 Invoice 07/29/2025 LOC# 107 CORP YARD PEST CONTROL SERVICE JU 175 175572 Invoice 07/29/2025 LOC# 104 COMMUNITY CENTER PEST CONTROL JU 160 8/19/2025 7:38:22 AM Page 4 of 5
Discount

0.00 0.00

0.00 0.00
Check Report - Summary Date Range: 08/14/2025 - 08/14/2025 All Bank Codes Check Summary
Payable
Count
Payment
Payment Type Payment Count
Regular Checks 75 51 567,811.59
Manual Checks 0 0 0.00
Voided Checks 0 0 0.00
Bank Drafts 0 0 0.00
EFT's 0 0 0.00
75 51 567,811.59
8/19/2025 7:38:22 AM Page 5 of 5

ACCOUNTS PAYABLE
CHECK DATE 8/21/2025
79305
79306
79307
79308
79309
79310
79311
79312
79313
79314
Check Report
City of Grover Beach By Check Number
154 S. 8th Street Date Range: 08/21/2025 - 08/21/2025
Grover Beach, CA 93433
08/21/2025 ABALONE COAST ANALYTICAL INC 4984
25-2526 Invoice 07/02/2025 COLIFORM PA, NITRATE, GEN. PHYSICAL, ELAP FEE 454 25-2612 Invoice 07/09/2025 COLIFORM PA, NITRATE, ELAP FEE & SHIPPING FEE 275 25-2697 Invoice 07/15/2025 HETEROTROPHIC PLATE COUNT, QUANTI TRAY DW 311 25-2698 Invoice 07/30/2025 COLIFORM PA, NITRATE, ELAP FEE & SHIPPING FEE 275 25-2747 Invoice 07/17/2025 LITHIUM UCMR, EPA 533 UCMR, EPA 537 UCMR & EL 1649 25-2748 Invoice 07/17/2025 COLIFORM PA, THM/HAA, ELAP FEE, SHIPPING FEE 1122 25-2820 Invoice 07/23/2025 COLIFORM PA, NITRATE, ELAP FEE AND SHIPPING 311 25-2860 Invoice 07/28/2025 COLIFORM PA, NITRATE, ELAP FEE & SHIPPING FEE 275 25-2871 Invoice 07/29/2025 METAL, ELAP FEE & SHIPPING FEE 312 08/21/2025 AFLAC 691.68
987001 Invoice 08/19/2025 Aug 2025-AFLAC premiums 691.68 08/21/2025 AMAZON CAPITAL SERVICES 203.25
16F1-CW16-PFKYInvoice 08/19/2025 Office Supplies 125
1V6X-TW79-TCGInvoice 08/19/2025 Office Supplies for Admin Services 78.25 08/21/2025 ANIMAL SERVICES ATTN: ACCOUNTS RECEIVABLE 27296.25 Q1 FY 2025-26 Invoice 08/20/2025 Q1 FY 25/26 animal services 27296.25 08/21/2025 AT&T 126.16
8/7/25 Invoice 08/19/2025 Alarm Circuits 8/7/25-9/6/25 126.16 08/21/2025 AUTO ZONE INC 99.14
4021765754 Invoice 08/15/2025 WELL 3 REPAIR SUPPLIES 127.17 4021800973 Invoice 08/15/2025 PW FLEET SUPPLIES 44.12
CK076172 Credit Memo 08/15/2025 CREDIT MEMO FROM 2024 -72.15 08/21/2025 Burdine Printing 48.69
52548 Invoice 08/06/2025 52548 dune run posters 2025 48.69 08/21/2025 BURKE AND PACE OF ARROYO GRANDE INC 109.66
2507-017405 Invoice 07/31/2025 LOC# 112 MENTONE PARK SIDEWALK REPAIRS 109.66 08/21/2025 Central Coast Balboa 938
CFS.August2025.Invoice 08/20/2025 CFS.August2025.Swing - Balboa lesson, social, band 938 08/21/2025 Central Coast Party Factory, LLC 300
8/21/2025 2:27:45 PM Page 1 of 9
79315
79316
79317
79318
79319
79320
79321
79322
79323
79324
79325
79326
79327
79328
Check Report - Detail Date Range: 08/21/2025 - 08/21/2025 6705 Invoice 08/20/2025 6705 - bounce houses 8/17/25 concert 300 08/21/2025 Central Coast Portables LLC 1000
4882 Invoice 07/21/2025 4882 - restrooms for 7/18/25 - 7/21/25 concerts 500 4959 Invoice 08/20/2025 4959 500
08/21/2025 Charlotte L Ritter 554.4
CFS.August2025.Invoice 08/20/2025 CFS.August2025.Dance-Fitness, MultiCultural, Balle 554.4 08/21/2025 CIO Solutions LP 6028
121557125 Invoice 08/20/2025 Monthly Billing for July Services 3014 122234125 Invoice 08/20/2025 Monthly Billing for August Services 3014 08/21/2025 CITY OF GROVER BEACH WATER DEPT. 42.34
01-5409-02 2025.Invoice 07/22/2025 CIP 1259 CONSTRUCTION WATER 42.34 08/21/2025 COBB TREE'S INC. 6950
02-00104018 Invoice 07/30/2025 TREE TRIMMING SERVICES IN VARIOUS LOCATION 6950 08/21/2025 CONFLUENCE ENGINEERING SOLUTIONS, INC 2150
1308 Invoice 08/17/2025 DDW COMPLIANCE SUPPORT JULY 2025 2150 08/21/2025 CSG Consultants, Inc 9583.65
B250993 Invoice 08/01/2025 BLDG PLAN REVIEW 7/1/25 TO 7/31/25 8519.65 B250994 Invoice 08/01/2025 DEV APP BLDG PLAN REVIEW 7/1/25 TO 7/31/25 244 F250634 Invoice 08/01/2025 FIRE PERMIT REVIEWS 7/1/25 TO 7/31/25 820 08/21/2025 DE LAGE LANDEN 312.12
591315391 Invoice 08/20/2025 copier lease Aug 2025 Records 312.12 08/21/2025 DE LAGE LANDEN 77.21
591315591 Invoice 08/20/2025 copier lease Aug 2025 Cannabis 77.21 08/21/2025 DJ'S PLUMBING INC 245
14626 Invoice 07/29/2025 LOC# 110 HERO PARK RESTROOM REPAIRS 245 08/21/2025 Fastenal Company 142.27
CABAR134478 Invoice 08/04/2025 PW SAFETY SUPPLIES 142.27 08/21/2025 FIVE CITIES FIRE AUTHORITY 723250
FCFA-2025-016 Invoice 06/30/2025 Apr-Jun 2025 Agency's shared of FCFA costs 723250 08/21/2025 FRANCHISE TAX BOARD 50
INV0002941 Invoice 08/22/2025 Franchise Tax Board Garnishment 50 08/21/2025 FRANCHISE TAX BOARD 859.43
8/21/2025 2:27:45 PM Page 2 of 9
79329
79331
79332
79333
79334
79335
Check Report - Detail Date Range: 08/21/2025 - 08/21/2025 INV0002942 Invoice 08/22/2025 Franchise Tax Board Garnishment 859.43 08/21/2025 GROVER BEACH POLICE OFFICERS ASSOC. 1210
INV0002918 Invoice 08/22/2025 POA Dues 55
INV0002919 Invoice 08/22/2025 POA Dues 55
INV0002920 Invoice 08/22/2025 POA Dues 55
INV0002921 Invoice 08/22/2025 POA Dues 55
INV0002922 Invoice 08/22/2025 POA Dues 55
INV0002923 Invoice 08/22/2025 POA Dues 55
INV0002924 Invoice 08/22/2025 POA Dues 55
INV0002925 Invoice 08/22/2025 POA Dues 55
INV0002926 Invoice 08/22/2025 POA Dues 55
INV0002927 Invoice 08/22/2025 POA Dues 55
INV0002928 Invoice 08/22/2025 POA Dues 55
INV0002929 Invoice 08/22/2025 POA Dues 55
INV0002930 Invoice 08/22/2025 POA Dues 55
INV0002931 Invoice 08/22/2025 POA Dues 55
INV0002932 Invoice 08/22/2025 POA Dues 55
INV0002933 Invoice 08/22/2025 POA Dues 55
INV0002934 Invoice 08/22/2025 POA Dues 55
INV0002935 Invoice 08/22/2025 POA Dues 55
INV0002936 Invoice 08/22/2025 POA Dues 55
INV0002937 Invoice 08/22/2025 POA Dues 55
INV0002938 Invoice 08/22/2025 POA Dues 55
INV0002939 Invoice 08/22/2025 POA Dues 55
08/21/2025 Hinderliter DeLlamas & Associates 352.5
sin050168 Invoice 08/20/2025 April 2025 audit Banana LLC-Urban Leaf supp 352.5 08/21/2025 J.B. DEWAR INC. 4339.4
417691 Invoice 08/20/2025 gas stmt 8/1/25 to 8/15/25 3063.66 417692 Invoice 08/19/2025 Gasoline charges for PW vehicles 1275.74 08/21/2025 JAS PACIFIC 14847.5
BI 15089 Invoice 08/08/2025 BLDG SERVICES 7/1/25 TO 7/31/25 14847.5 08/21/2025 Kathy Bond 52.5
CFS.August2025.Invoice 08/20/2025 CFS.August2025.Calligraphy 52.5 08/21/2025 KIMBALL MIDWEST 160.28
8/21/2025 2:27:45 PM Page 3 of 9
79336
79337
79338
79339
79340
79341
79342
79343
79344
79345
79346
79347
79348
Check Report - Detail Date Range: 08/21/2025 - 08/21/2025 103646346 Invoice 08/12/2025 SUPPLIES FOR PARKS TRUCK 17.93 103646783 Invoice 08/12/2025 TOOLS FOR CORP YARD SHOP 142.35 08/21/2025 Kristopher Doe 564.68
CFS.August2025.Invoice 08/20/2025 CFS.August2025.Paint payment 3 564.68 08/21/2025 Linda Bertram 350
360 S. 8TH RETRInvoice 08/20/2025 WATER CONSERVATION RETROFIT REBATE 350 08/21/2025 Lizeth Hernandez 2207
2001116.002 Invoice 07/23/2025 2001116.002 #3513 rental refund family illness 1457 2001117.002 Invoice 07/23/2025 2001117.002 #3513 refund due to family illness 750 08/21/2025 Lozano Smith, LLP 20728.42
INV0002906 Invoice 08/20/2025 LozanoSmith_Inv 225912-225922_8-12-2025 20728.42 08/21/2025 MIER BROS LANDSCAPE PRODUCTS 973.31
392222 Invoice 07/24/2025 FILL SAND FOR SANDBAG FILLING STATION 473.06 392555 Invoice 08/01/2025 LOC# 112 MENTONE PARK SIDEWALK REPAIR SUPP 500.25 08/21/2025 MP Express Inc 1680.27
78896 Invoice 08/20/2025 Notice to Appear citations, qty 2500 1132.7 79011 Invoice 08/20/2025 Notice of Correction 3 part, qty 1000 547.57 08/21/2025 New Times 355
INV0002905 Invoice 08/20/2025 New Times_Inv 383184_Newspaper Ad_8-7-2025 355 08/21/2025 O'REILLY'S AUTOMOTIVE INC 137.41
3025-457244 Invoice 08/04/2025 PW TRUCK #225 PARTS & SUPPLIES 73.33 3025-460646 Invoice 08/15/2025 PARTS FOR CORP YARD SHOP 64.08 08/21/2025 PHELAN KATHRYN 324.8
CFS.August2025.Invoice 08/20/2025 CFS.August2025.Kathryn - Tai Chi & Balance & Seat 324.8 08/21/2025 PINNACLE TACTICAL SOLUTIONS LLC 800
1896 Invoice 08/20/2025 reg fee Lenehan Tactical Breacher 12/1/25 800 08/21/2025 QUINCON INC 185423.04
1259 PA-2 Invoice 08/04/2025 CIP 1259 CONSTRUCTION THROUGH JULY 2025 185423.04 08/21/2025 SANDY MERSHON 1649.2
CFS.August2025.Invoice 08/20/2025 CFS.August2025.TTots 1649.2 08/21/2025 Schwind Electric Inc 197
1188 Invoice 08/18/2025 LOC# 101 POLICE DEPARTMENT ELECTRICAL ISSU 197 8/21/2025 2:27:45 PM Page 4 of 9
79349
79350
79351
79352
79353
79354
79355
79356
79357
79358
Check Report - Detail Date Range: 08/21/2025 - 08/21/2025 08/21/2025 SENTINEL SECURITY SOLUTIONS, Inc 359.55
99613 Invoice 08/12/2025 CORP YARD ALARM MONITORING BLDG CDEF SEP- 119.85 99614 Invoice 08/12/2025 CORP YARD BLDG B ALARM MONITORING SEP-NOV 119.85 99615 Invoice 08/12/2025 CORP YARD BLDG A ALARM MONITORING SEP - NO 119.85 08/21/2025 Siteone Landscape Supply, LLC 601.33
156747354-001 Invoice 07/31/2025 LOC# 111 GROVER HEIGHTS PARK IRRIGATION SUP 195.85 157001452-001 Invoice 08/07/2025 LOC# 114 RAMONA PARK IRRIGATION SUPPLIES 379.18 157127742-001 Invoice 08/11/2025 LOC# 103 TRAIN STATION BACKFLOW SUPPLIES 26.3 08/21/2025 SOUTHERN CALIF GAS CO 526.93
8/13/25 Invoice 08/21/2025 Gas charges for City Facilities 7/9/25-8/10/25 526.93 08/21/2025 SP MAINTENANCE SERVICES INC. 6052.1
98446 Invoice 07/31/2025 CITY WIDE STREET SWEEPING SERVICES JULY 202 6052.1 08/21/2025 STATE DISBURSEMENT UNIT 250
INV0002940 Invoice 08/22/2025 Employee Garnishment 250
08/21/2025 STREATOR PIPE & SUPPLY 38.1
S1824612.001 Invoice 08/12/2025 LOC# 104 COMMUNITY CENTER REPAIR SUPPLIES 38.1 08/21/2025 TCA Tools Inc 84.06
081325141871 Invoice 08/13/2025 TOOLS FOR CORP YARD SHOP 84.06 08/21/2025 TEMPLETON UNIFORMS 209.09
15301 Invoice 08/20/2025 hat, rain cover, cords, Sgt Douglas 209.09 08/21/2025 Ultrex Management Services LLC 66.4
267.98
04572-82136456 Invoice 07/31/2025 Employee Credit Card Charges 119.99 4440913-cal Invoice 08/20/2025 copier usage 7/13/25 to 8/12/25 Cannabis 42.53 4444624-cal Invoice 08/20/2025 copier usage 7/20/25 to 8/19/25 Records 23.87 08/21/2025 US BANK CORPORATE PAYMENT SYSTEMS 26347.31
06252025 Invoice 07/31/2025 Employee Credit Card Charges 82.99 06302025June Invoice 07/31/2025 Employee Credit Card Charges 45.76 07012025 Invoice 07/31/2025 Employee Credit Card Charges 64.99 07302025 Invoice 07/31/2025 Employee Credit Card Charges 9.99 1007 Invoice 07/31/2025 Employee Credit Card Charges 151.01 111-1597561-361Invoice 07/31/2025 Employee Credit Card Charges 652.4 8/21/2025 2:27:45 PM Page 5 of 9
00003 Invoice 07/31/2025 Employee Credit Card Charges 160 004268789 Invoice 07/31/2025 Employee Credit Card Charges 2387.06 023067 Invoice 07/31/2025 Employee Credit Card Charges
Check Report - Detail Date Range: 08/21/2025 - 08/21/2025 111-5894763-843Invoice 07/16/2025 Employee Credit Card Charges 81.2 111-6166701-080Invoice 08/14/2025 Employee Credit Card Charges 29.12 111-6421945-061Invoice 07/14/2025 Employee Credit Card Charges 152.87 111-8254750-390Invoice 08/14/2025 Employee Credit Card Charges 71.78 112-1296816-819Invoice 07/31/2025 Employee Credit Card Charges 134.28 112-5933362-796Invoice 07/31/2025 Employee Credit Card Charges 318.39 112-8343202-883Invoice 07/31/2025 Employee Credit Card Charges 26.82 112-8364932-854Invoice 07/31/2025 Employee Credit Card Charges 913.47 114-5024776-862Invoice 07/31/2025 Employee Credit Card Charges 978.6 140007151042 Invoice 07/31/2025 Employee Credit Card Charges 113.38 1C41006.NetWor Invoice 08/14/2025 Employee Credit Card Charges 420.36 2222917321 Invoice 08/12/2025 Employee Credit Card Charges 18.75 328029balance Invoice 07/31/2025 Employee Credit Card Charges 438.6 328029deposit Invoice 07/31/2025 Employee Credit Card Charges 438.6 35CIS01JUL25 Invoice 08/12/2025 Employee Credit Card Charges 35 4547 Invoice 07/31/2025 Employee Credit Card Charges 650 518200008684 Invoice 07/31/2025 Employee Credit Card Charges 218.1 519600202801 Invoice 07/31/2025 Employee Credit Card Charges 63.45 6/27/25 Invoice 06/30/2025 Employee Credit Card Charges 329.95 7/20/25 Invoice 08/13/2025 Employee Credit Card Charges 597.57 725224554 Invoice 07/31/2025 Employee Credit Card Charges 849.75 7626 Invoice 07/31/2025 Employee Credit Card Charges 500 BensLiquidStore.5Invoice 07/18/2025 Employee Credit Card Charges 54.38 Big5.32.46 Invoice 07/13/2025 Employee Credit Card Charges 32.46 DELTINA 07.2025Invoice 07/18/2025 Employee Credit Card Charges 160 E0100WNSUU Invoice 08/12/2025 Employee Credit Card Charges 40 E0100WNSUV Invoice 08/12/2025 Employee Credit Card Charges 192 E0100WNTHR Invoice 08/12/2025 Employee Credit Card Charges 528 E0100WNTHS Invoice 08/12/2025 Employee Credit Card Charges 10 E0100WNUYL Invoice 08/12/2025 Employee Credit Card Charges 912 E0100WNWB4 Invoice 08/12/2025 Employee Credit Card Charges 30 E0100WNZN4 Invoice 08/12/2025 Employee Credit Card Charges 1450 GB MINI STORAGInvoice 07/01/2025 Employee Credit Card Charges 125 Grocery.141.14 Invoice 07/13/2025 Employee Credit Card Charges 141.14 Grocery.58.71 Invoice 07/20/2025 Employee Credit Card Charges 58.71 HBMVBQ Invoice 07/31/2025 Employee Credit Card Charges 298.96 8/21/2025 2:27:45 PM Page 6 of 9
Check Report - Detail Date Range: 08/21/2025 - 08/21/2025 HBMVBQ bag 1 Invoice 07/31/2025 Employee Credit Card Charges 35 HBMVBQ bag 2 Invoice 07/31/2025 Employee Credit Card Charges 35 HomeDepot.79.18Invoice 07/13/2025 Employee Credit Card Charges 79.18 in908098 Invoice 07/31/2025 Employee Credit Card Charges 2232.41 INV0002835 Invoice 07/30/2025 Employee Credit Card Charges 130.28 INV0002836 Invoice 07/30/2025 Employee Credit Card Charges 525 INV0002837 Invoice 07/30/2025 Employee Credit Card Charges 525 INV0002838 Invoice 07/30/2025 Employee Credit Card Charges 866.25 INV0002839 Invoice 07/30/2025 Employee Credit Card Charges 5.99 INV0002840 Invoice 07/30/2025 Employee Credit Card Charges 5.43 INV0002841 Invoice 07/30/2025 Employee Credit Card Charges 40.73 INV0002842 Invoice 07/30/2025 Employee Credit Card Charges 194.6 INV0002843 Invoice 07/30/2025 Employee Credit Card Charges 59.98 INV0002844 Invoice 07/30/2025 Employee Credit Card Charges 19.95 INV0002845 Invoice 07/30/2025 Employee Credit Card Charges 102.07 INV0002847 Invoice 08/05/2025 Employee Credit Card Charges 917.48 INV0002848 Invoice 08/05/2025 Employee Credit Card Charges 5 INV0002849 Invoice 08/05/2025 Employee Credit Card Charges 123 INV0002850 Invoice 08/05/2025 Employee Credit Card Charges 81.56 INV0002851 Invoice 08/06/2025 Employee Credit Card Charges 8.15 INV0002852 Invoice 08/06/2025 Employee Credit Card Charges 32.99 INV0002853 Invoice 08/06/2025 Employee Credit Card Charges 8.8 INV0002854 Invoice 08/06/2025 Employee Credit Card Charges 74.24 INV0002855 Invoice 08/06/2025 Employee Credit Card Charges 12.13 INV0002856 Invoice 08/06/2025 Employee Credit Card Charges 4.2 INV0002857 Invoice 08/06/2025 Employee Credit Card Charges 9.5 INV0002858 Invoice 08/06/2025 Employee Credit Card Charges 9.44 LandUse 285 Invoice 07/22/2025 Employee Credit Card Charges 285 Miners.10.85 Invoice 07/18/2025 Employee Credit Card Charges 10.85 Miners.22.60 Invoice 07/12/2025 Employee Credit Card Charges 22.6 Miners.39.13 Invoice 07/11/2025 Employee Credit Card Charges 39.13 Miners.7.9.25.52. Invoice 08/14/2025 Employee Credit Card Charges 52.18 Miners.78.44 Invoice 07/11/2025 Employee Credit Card Charges 78.44 mza50d57 Invoice 07/31/2025 Employee Credit Card Charges 107.64 ph09992828 Invoice 07/31/2025 Employee Credit Card Charges 421.97 Primo.15G670381Invoice 08/14/2025 Employee Credit Card Charges 30.76 8/21/2025 2:27:45 PM Page 7 of 9
79364
79365
Check Report - Detail Date Range: 08/21/2025 - 08/21/2025 REMARKABLE E Invoice 07/29/2025 Employee Credit Card Charges 2.99 REMARKABLE WInvoice 07/14/2025 Employee Credit Card Charges 2.99 SHAVER SECURInvoice 07/29/2025 Employee Credit Card Charges 220 Sprouts.20.46 Invoice 07/12/2025 Employee Credit Card Charges 20.46 Sprouts.27.05 Invoice 07/20/2025 Employee Credit Card Charges 27.05 ST2025ANN Invoice 08/12/2025 Employee Credit Card Charges 965.25 SWRCB 17.02 Invoice 07/08/2025 Employee Credit Card Charges 17.02 SWRCB 619.00 Invoice 07/08/2025 Employee Credit Card Charges 619 t68235 Invoice 07/31/2025 Employee Credit Card Charges 21.71 TACOS DE ACAPInvoice 07/29/2025 Employee Credit Card Charges 418.36 USB.LK.NRPA20 Invoice 08/14/2025 Employee Credit Card Charges 745 USB.RR.06.27.25Invoice 08/14/2025 Employee Credit Card Charges 79 USB.RR.06.27.25Invoice 08/14/2025 Employee Credit Card Charges 5.78 USB.RR.0626202Invoice 08/14/2025 Employee Credit Card Charges 30.21 USB.RR.0627202Invoice 08/14/2025 Employee Credit Card Charges 144.2 Vons.25.64 Invoice 07/20/2025 Employee Credit Card Charges 25.64 Voss Signs 28214Invoice 07/29/2025 Employee Credit Card Charges 329.5 Walmart.32.60 Invoice 07/12/2025 Employee Credit Card Charges 32.6 wn24287018 Invoice 07/31/2025 Employee Credit Card Charges 93.76 08/21/2025 VERIZON WIRELESS 728.37
6116181299 Invoice 08/15/2025 PUBLIC WORKS CELLULAR SERVICES MAY-JUN 202 728.37 08/21/2025 ZBOYS Landscaping and Junk Removal 1100

07.10.2025-2 Invoice 07/10/2025 HOMELESS ENCAMPMENT HAUL AWAY - 4TH STRE 1100 8/21/2025 2:27:45 PM Page 8 of 9
Discount

0.00 0.00

0.00 0.00
Check Report - Summary Date Range: 08/21/2025 - 08/21/2025 All Bank Codes Check Summary
Payable
Count
Payment
Payment Type Payment Count
Regular Checks 202 55 1,058,756.80
Manual Checks 0 0 0.00
Voided Checks 0 0 0.00
Bank Drafts 0 0 0.00
EFT's 0 0 0.00
202 55 1,058,756.80
8/21/2025 2:27:45 PM Page 9 of 9

ACCOUNTS PAYABLE
CHECK DATE 8/28/2025
79373
79374
79376
79377
79378
79379
79380
79381
79382
79383
79384
Boooo Check Report
City of Grover Beach By Check Number
154 S. 8th Street Date Range: 08/28/2025 - 08/28/2025
Grover Beach, CA 93433
08/28/2025 Amara Kennedy 87
2001150.002 Invoice 08/27/2025 2001150.002 - GHUp 8/16/25 SDRfd 87 08/28/2025 AT&T 2714.17
000023967902 Invoice 08/27/2025 City Hall Telephones 7/25/25-8/24/25 2237.48 8/22/25 Invoice 08/27/2025 City Hall & PD Fax & Modem 7/22/25-8/21/25 476.69 08/28/2025 B & B OVERHEAD DOOR CO. INC. 437.5
20571 Invoice 08/18/2025 LOC# 102 FIRE STATION BAY 1 DOOR REPAIRS 437.5 08/28/2025 Burdine Printing 108.54
INV0002952 Invoice 08/26/2025 Burdine_Inv 52533_name plate - tag_PRBC_8-4-25 30.78 INV0002953 Invoice 08/26/2025 Burdine_Inv 52571_Utility Box Sign_8-9-2025 77.76 08/28/2025 CALIFORNIA POLICE CHIEFS ASSOCIATION 100
13430 Invoice 08/26/2025 balance registration Matthew Walker 100 08/28/2025 Capital Industrial Medical Supply Co. 125.37 176497 Invoice 08/21/2025 176497 - first aid kit in kitchen replenished 60.32 176498 Invoice 08/21/2025 CORP YARD SAFETY SUPPLIES 65.05 08/28/2025 CITY OF GROVER BEACH WATER DEPT. 8502.27
02-5595-00 07.22Invoice 07/22/2025 CIP 2287 CONSTRUCTION WATER THROUGH JULY 2 399.18 02-5604-00 09.15Invoice 09/15/2025 CIP 2295-18 CONSTRUCTION WATER THROUGH AU 770.92 8/1/25 Invoice 08/27/2025 City Water Accounts 6/1/25-8/1/25 7332.17 08/28/2025 CITY OF PISMO BEACH 1200
Aug 2025 Invoice 08/27/2025 Lease for 177 So 8th St-Aug 2025 300 July 2025 Invoice 08/27/2025 Lease for 177 So 8th St-July 2025 300 June 2025 Invoice 06/30/2025 Lease for 177 So 8th St-June 2025 300 May 2025 Invoice 06/30/2025 Lease for 177 So 8th St-May 2025 300 08/28/2025 Coastal Occ Med Grp DBA AKESO Occ Health 247.5 INV0002955 Invoice 08/26/2025 Coastal Occ Med Group_Inv EM019497_8-15-2025 247.5 08/28/2025 DE LAGE LANDEN 114.18
591725944 Invoice 08/27/2025 Laserfiche lease 8/15/25 to 9/14/25 114.18 08/28/2025 DELL MARKETING L.P. C/O DELL USA L.P. 37838.6 8/28/2025 4:37:39 PM Page 1 of 4
79385
79386
79387
79388
79389
79390
79391
79392
79393
79394
79395
79396
79397
79398
Check Report - Detail Date Range: 08/28/2025 - 08/28/2025 INV0002950 Invoice 06/30/2025 Computer Purchase 37838.6 08/28/2025 DENNIS RICHARDSON 480
CFS.082025.TemInvoice 08/27/2025 CFS.082025.TemmosCize 480 08/28/2025 DEPT OF JUSTICE ACCOUNTING OFFICE/CASHIERING UNIT 98 834244 Invoice 08/26/2025 July 2025 Live Scan 98
08/28/2025 DJ'S PLUMBING INC 311.5
14705 Invoice 08/19/2025 LOC# 104 NEW URINAL INSTALLATION 311.5 08/28/2025 EVIDENT INC 600.69
253192a Invoice 08/26/2025 various size bags for evidence 600.69 08/28/2025 EXECUTIVE JANITORIAL INC. 8060
91598 Invoice 08/27/2025 91598 June 2025 cleaning Ramona & GBCC & 6/14/25 1150 91999 Invoice 08/20/2025 LOC# 107 CORP YARD JANITORIAL SERVICES AUG 500 92000 Invoice 08/20/2025 LOC# 100 & 101 JANITORIAL SERVICES AUG 2025 2650 92001 Invoice 08/20/2025 92001 - Aug2025 Ramona & GBCC cleaning 900 92002 Invoice 08/20/2025 LOC# 103 TRAIN STATION JANITORIAL SERVICES A 2860 08/28/2025 Gerber, Sonny 450
INV0002956 Invoice 08/26/2025 SGerber_Education Reimbursement_8-21-2025 450 08/28/2025 GRAND AWARDS 17.24
34198 Invoice 08/27/2025 wall sign Goodman 17.24
08/28/2025 Guadalupe Gomez 87
2001148.002 Invoice 08/27/2025 2001148.002 - R3575 GHUp 8/10/25 SDRFd 87 08/28/2025 Jannek Bringle 87
20011470.002 Invoice 08/27/2025 20011470.002 - R3569 GHUp 8/2/25 SDRfd 87 08/28/2025 Jennifer Tyron 87
2001149.002 Invoice 08/27/2025 2001149.002 - 3578 GHLow 8/4/25 SDRfd 87 08/28/2025 Joyfull Tutoring 1400
CFS.JoyfullTennisInvoice 08/27/2025 CFS.JoyfullTennis08.2025 - Tennis Camps 1400 08/28/2025 JULIAN MORA Dba 2M WASTE SOLUTIONS 456.25
10141 Invoice 08/05/2025 4TH STREET & ECR ENCAMPMENT CLEANUP 456.25 08/28/2025 Marlin Leasing Corp PEAC Solutions 295.39
40812975 Invoice 08/27/2025 Sharp BP-70C45 8/2/25-9/1/25 295.39 08/28/2025 Metropolitan Life Isurance Company 7174.28
8/28/2025 4:37:39 PM Page 2 of 4
79399
79400
79401
79402
79403
79404
79405
79406
79407
79408
79409
79410
79411
Check Report - Detail Date Range: 08/28/2025 - 08/28/2025 Sept 2025 Invoice 08/27/2025 Employee insurance premiums-Sept 2025 7174.28 08/28/2025 PACIFIC GAS AND ELECTRIC 34462.15
1074697152-2-26Invoice 08/27/2025 Public Works & Parks & Rec Electric 7/19/25-8/16/2 34462.15 08/28/2025 Pavement Coatings Co 629455.24
PCI000012601 Invoice 08/09/2025 CIP 2295-18 CONSTRUCTION THROUGH JULY 2025 629455.24 08/28/2025 SAN LUIS OBISPO COUNTY SHERIFF-CORONER / CRIME LAB 781 CS-0725-07 Invoice 08/26/2025 crime lab fees, 11 cases 781 08/28/2025 SB Tactical 2000
1322 Invoice 08/26/2025 active shooter training 2000
08/28/2025 Siteone Landscape Supply, LLC 30.21
157444700-001 Invoice 08/19/2025 LOC# 115 GOLDEN WEST PARK IRRIGATION SUPPL 30.21 08/28/2025 SkyeBrowse, Inc. 2999
86A18BCA-0002 Invoice 08/26/2025 Drone Subscrip 8/2025 to 8/2026 2999 08/28/2025 SO COUNTY PERFORMING ARTS ASSOC Dba CLARK CENTER 30000 INV0002954 Invoice 08/26/2025 Clark Center_Inv 8075 _Stone Soup Sponsorship_2025 30000 08/28/2025 Stop Stick, LTD. 3340.06
0039402-IN Invoice 08/26/2025 stop stick kit 3340.06
08/28/2025 Teannah Jackson 87
2001146.002 Invoice 08/27/2025 2001146.002 - R3488 16th 8.16.25 SDRfd 87 08/28/2025 Thomas Michael Pryor, Sr & Jutta Pryor 9286.85 Sept2025 Invoice 08/26/2025 rent 45 Newport Sept 2025 9286.85 08/28/2025 Threadhead, Inc. 387.2
16911 Invoice 08/20/2025 16911 - GB gear 387.2
08/28/2025 Tripepi, Smith & Associates, Inc. 7168.69
INV0002957 Invoice 08/26/2025 TriPepi-Smith_Inv 15360_August Retainer_8-15-2025 7168.69 08/28/2025 Yenizeth Meza 87
2001151.002 Invoice 08/27/2025 2001151.002 87
8/28/2025 4:37:39 PM Page 3 of 4
Discount

0.00 0.00

0.00 0.00
Check Report - Summary Date Range: 08/28/2025 - 08/28/2025 All Bank Codes Check Summary
Payable
Count
Payment
Payment Type Payment Count
Regular Checks 50 38 791,163.88
Manual Checks 0 0 0.00
Voided Checks 0 0 0.00
Bank Drafts 0 0 0.00
EFT's 0 0 0.00
50 38 791,163.88
8/28/2025 4:37:39 PM Page 4 of 4
8/28/2025 1:00:30 PM Page 1 of 1
Refund Check Register
City of Grover Beach, CA Refund Check Detail
UBPKT01432 - Refunds 2 UBPKT01431 Disconnect
Account Name Date Check # Amount Code Receipt Amount Type 02-2756-02 LOPEZ, MONICA 8/28/2025 79366 104.55 104.55 Generated From Billing 02-3012-01 ARCANO, EDWARD J 8/28/2025 79367 67.91 67.91 Generated From Billing 02-3643-03 MACARIO, MIGUEL DURAN 8/28/2025 79368 82.38 82.38 Generated From Billing 02-3748-01 HOPKINS, JARAN 8/28/2025 79369 83.93 83.93 Generated From Billing 02-4577-03 CHUN, RENATA & BRYCE 8/28/2025 79370 94.94 94.94 Generated From Billing Total Refunds: 5 Total Refunded Amount: 433.71
Revenue Code Summary
Revenue Code Amount
996 - UNAPPLIED CREDITS 433.71
Revenue Total: 433.71
General Ledger Distribution
Account Number Account Name Posting Amount IFT
Posting Date: 08/28/2025
Fund: 601 - Water Fund
601-000-10001-000 Claim On Cash -433.71 Yes
601-000-11110-000 Accounts Receivable Water 433.71
601 Total: 0.00
Fund: 999 - Pooled Cash
999-000-10000-000 Cash In Bank -433.71
999-000-25100-000 Due To Other Funds 433.71 Yes
999 Total: 0.00
Distribution Total: 0.00
8/28/2025 1:04:14 PM Page 1 of 1
Refund Check Register
City of Grover Beach, CA Refund Check Detail
UBPKT01433 - Refunds 1 UBPKT01431 Disconnect
Account Name Date Check # Amount Code Receipt Amount Type 01-1369-00 COON, PATTYE K 8/28/2025 79371 93.76 93.76 Generated From Billing 01-1628-02 ESTRADA, ELAINE 8/28/2025 79372 171.57 171.57 Generated From Billing Total Refunds: 2 Total Refunded Amount: 265.33
Revenue Code Summary
Revenue Code Amount
996 - UNAPPLIED CREDITS 265.33
Revenue Total: 265.33
General Ledger Distribution
Account Number Account Name Posting Amount IFT
Posting Date: 08/28/2025
Fund: 601 - Water Fund
601-000-10001-000 Claim On Cash -265.33 Yes
601-000-11110-000 Accounts Receivable Water 265.33
601 Total: 0.00
Fund: 999 - Pooled Cash
999-000-10000-000 Cash In Bank -265.33
999-000-25100-000 Due To Other Funds 265.33 Yes
999 Total: 0.00
Distribution Total: 0.00

DESCRIPTION OF RESOURCES AMOUNT
Balance from July 31, 2025 $ 1,626,481.78
Deposit from Interest 8/29/2025 6,244.92
Total Resources $ 1,632,726.70

DESCRIPTION OF EXPENDITURES AMOUNT
Transfers for Staff Time:

Payroll Expenses 15,180.72
Transfers for Construction:

Accounts Payable Expenses 674,255.85
Accounts Payable Adjustment May 2025 2,500.00
Total Expenditures $691,936.57
Cash Balance as of August 31, 2025 $ 940,790.13
Respectfully,
Micheal Flores
Finance Manager

CITY OF GROVER BEACH
2022 STREETS BOND ACCOUNT ($10,000,000)
Treasurer's Report for September 22, 2025 City Council Meeting August 1, 2025 to August 31, 2025
Agenda Item No. 3
Placement: Consent
Meeting Date: September 22, 2025

MINUTES

CITY COUNCIL MEETING
MONDAY, SEPTEMBER 8, 2025
CALL TO ORDER Mayor Dee called the meeting to order at 6:00 p.m. in the City Hall Council Chamber, 154 South Eighth Street, Grover Beach, California.

FLAG SALUTE The flag salute was led by Meadow Miller, an 8 year-old, 2nd grade student at Fairgrove Elementary School.

ROLL CALL
City Council: Council Members Kathy McCorry-Driscoll, Jules Tuggle, Clint Weirick, Mayor Pro Tem Robert Robert, and Mayor Kassi Dee were present.

City Staff: City Manager Matthew Bronson, Assistant City Manager Kristin Ericksson, City Attorney Rob Lomeli, City Clerk Wendi Sims, Administrative Services Director Nick Szamet, Public Works Director/City Engineer Greg Ray, Community Development Director Megan Martin, and Police Chief Jim Munro were also present.

CLOSED SESSION ANNOUNCEMENTS
On Monday, August 25, 2025 at 9:16 p.m. the City Council met in Closed Session regarding the following items:

A. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Initiation of Litigation Pursuant to paragraph (4) of subdivision (d) of section 54956.9 of the Government Code (Deciding Whether to Initiate Litigation) One (1) Case:
(1) Purdue/Sackler National Opioid Settlement
B. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Government Code section 54956.9
Two (2) Cases.

C. PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Government Code Section 54957
Title: City Manager
Closed Session Announcements: At 10:01 p.m., Mayor Dee reconvened the meeting in open session with all Council Members present and announced that a Motion was made by Council Member Tuggle to join and enter into Purdue/Sackler National Opioid Settlement. Motion was seconded by Council Member Weirick. The motion carried on the following roll call vote:

AYES: Council Members – McCorry-Driscoll, Tuggle, Weirick, Mayor Pro Tem Robert and Mayor Dee
NOES: Council Members – None
ABSENT: Council Members – None
ABSTAIN: Council Members – None
Agenda Item No. 4
Placement: Consent
Meeting Date: September 22, 2025
Minutes: City Council Meeting Page 2
Monday, September 8, 2025

AGENDA REVIEW
Action: Upon unanimous consensus, the Council adopted the agenda as presented.

CEREMONIAL CALENDAR

1. Proclamation for National POW/MIA Recognition Day was read by Mayor Pro Tem Robert and received by Welcome Home Military Heroes Representative Dennis Hennessy.

PRESENTATIONS

2. 3CE Annual Update presented by Spencer Brandt Community Relations Manager.

PUBLIC COMMUNICATIONS The Mayor opened the floor to any member of the public for comment on items of interest which were within the jurisdiction of the City Council, but were not listed on the agenda.
• Kevin Coveduck
• Brenda Auer
• Stacy Korsgaden
• Catherine Sells
• Loren Westphal
• Ron Arnoldsen
• Donna De La Rosa
There being no further public comments received, the Mayor closed public comment.

CONSENT AGENDA
Prior to consideration of the Consent Agenda, Mayor Dee opened public comment. • Brenda Auer
There being no further public comments received, the Mayor closed public comment.

It was motioned by Council Member McCorry-Driscoll and seconded by Council Member Tuggle to approve Consent Agenda Item No. 3, and 4 as recommended. The motion carried on the following roll call vote:

AYES: Council Members – McCorry-Driscoll, Tuggle, Weirick, Mayor Pro Tem Robert and Mayor Dee
NOES: Council Members – None
ABSENT: Council Members – None.

ABSTAIN: Council Members – None

3. Minutes of the City Council Meeting on Monday, August 25, 2025 Action: Approved the minutes as submitted.

Minutes: City Council Meeting Page 3
Monday, September 8, 2025

4. Introduction and First Reading of an Ordinance to Amend Sections 31.08 and 31.23 of Chapter 31 (Organizations) of Title III (Administration) of the Grover Beach Municipal Code Pertaining to Appointments and Vacancies for the Planning Commission and Parks, Recreation and Beautification Commission; and Resolution Modifying the Composition of the Citizen Oversight Committee for City Revenue Measures into a Citizen Oversight Committee for Transaction and Use Tax Revenue Measures and a Citizen Oversight Committee for Revenue Measure K-14 – Action: 1) Conducted a first reading, by title only, and introduced an ordinance to Amend Sections 31.08 and 31.23 of Chapter 31 (Organizations) of Title III (Administration) of the Grover Beach Municipal Code (GBMC) pertaining to appointments and vacancies for the Planning Commission and Parks, Recreation and Beautification Commission; and 2) Adopted a resolution to modify the composition of the Citizen Oversight Committee for City Revenue Measures into two separate advisory bodies; a five-member Oversight Committee for Transaction and Use Tax Revenue Measures and a three-member Oversight Committee for Revenue Measure K-14; and 3) Scheduled a hearing at the next regular meeting to provide a second reading and adopt the ordinance.

Resolution No. 25-31: A Resolution of the City Council of the City of Grover Beach, California, Modifying the Composition of the Citizen Oversight Committee for City Revenue Measures to Comport with Revenue Measure Ordinance Requirements.

PUBLIC HEARINGS
None.

REGULAR BUSINESS

5. Resolution to Authorize Execution and Delivery of Wastewater Infrastructure Financing Installment Purchase Contract
Mayor Dee read the title of the foregoing item and deferred to staff for a report.

Assistant City Manager Eriksson introduced Albert Peche, Consultant with Peche & Associates; Renne Vancho Consultant with Piper Sandler and Cypress Torabi with Kutak Rock who all presented a PowerPoint presentation discussing the financing of the Wastewater Infrastructure.

Mayor Dee opened and invited public comments on this matter. There being no public comments received, the Mayor Closed the public comment.

It was motioned by Council Member Weirick and seconded by Council Member Tuggle to Adopt a Resolution authorizing the execution and delivery by the City of an Installment Purchase Contract and Conveyance Agreement for wastewater infrastructure financing along with other necessary documents and related actions for the $5 million private placement financing. The motion carried on the following roll call vote:

Minutes: City Council Meeting Page 4
Monday, September 8, 2025
AYES: Council Members – McCorry-Driscoll, Tuggle, Weirick, Mayor Pro Tem Robert and Mayor Dee
NOES: Council Members – None
ABSENT: Council Members – None.

ABSTAIN: Council Members – None.

Resolution No. 25-32: A Resolution of the City Council of the City of Grover Beach, California, Approving a Conveyance Agreement and an Installment Purchase Contract, Making Certain Determinations Relating Thereto and Authorizing Certain Other Actions in Connection Therewith
RECESS: Mayor Dee requested a recess; upon consensus of the City Council the meeting recessed at 7:05 p.m.

RECONVENED: At 7:13 p.m. the meeting was reconvened with all the members of Council present.

6. Water System Update
Mayor Dee read the title of the foregoing item and deferred to staff for a report.

City Manager Bronson introduced Chris Brungardt, President of RTI Solutions who presented a PowerPoint presentation discussing the Subsea Transoceanic Cables update.

Mayor Dee opened and invited public comment on this matter. • Lauren Westphal
• Brenda Auer
There being no further public comments received, the Mayor Closed the public comment.

Action: City Council received a report on the status of the City’s water system including water infrastructure needs, water supply conditions and Water Enterprise Fund financial issues and provided direction to staff regarding a proposed water supply alternatives study.

COUNCIL COMMITTEE REPORTS
A. Council Member Tuggle discussed attending the SLO County Water Resources Advisory Committee (WRAC) meeting.

B. Mayor Dee reported on the South SLO Council of Governments/SLO Regional Transit Authority (SLOCOG/SLORTA) meeting.

COUNCIL COMMUNICATIONS
Council Member McCorry-Driscoll thanked everyone who emailed Council regarding the growth and developments along Grand. She also reminds everyone that there is nothing we can change today for the projects that have been approved and have broken ground but, pledges the Councill will keep an eye on the upcoming projects.

Minutes: City Council Meeting Page 5
Monday, September 8, 2025
Council Member Tuggle suggested a conversation regarding growth and change and how the City could do better at educating the public on the Building/Planning of projects. She also discussed the CCB conversation, parking concerns and the states the City should change Grand Avenue to Beach Boulevard.

Mayor Dee requests concurrence from Council to request City staff to find out from City of Pismo Beach if there is an amended EIR for the CCB project, concurrence received from Council.

Council Member Weirick mentioned attending a few events Filipino Community Center in Grover Beach BBQ, The Grange pancake breakfast and met with a few Grover Beach residents to listen to their concerns regarding CCB project.

Mayor Pro Tem Robert discussed The Grange Breakfast, extended the offer to Grover Beach PD for a free breakfast and mentioned it is the 1st Sunday of every month from 8:00 am – 11:00am.

Mayor Dee reiterated Council Member McCorry-Driscoll comments and thanked the public for all their comments and input. She also gave a shout out to Mrs. Westphal for cleaning the bulb-outs.

She mentioned that she and Assistant City Manager presented what is happening in our City to the Grand Jury with all other local cities.

CITY MANAGER'S REPORTS AND COMMENTS
City Manager Bronson discussed the City’s special events, last Friday was Movie Night on showing Minecraft at 16th Street Park; upcoming 36th Annual Dune Run on Sunday, September 14th at 9:00am at the Beach Plaza at the end of West Grand Avenue and the first ever West Grand Block Party on Saturday, September 20th from 12:00 pm to 3:00 pm on West Grand between 5th and 7th Streets.

CITY ATTORNEY’S REPORTS AND COMMENTS
City Attorney Lomeli had no comments

CLOSED SESSION
City Attorney Lomeli read the Closed session items into the record.

It is the intention of the City Council to meet in Closed Session concerning the following item:

A. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Initiation of Litigation Pursuant to paragraph (4) of subdivision (d) of section 54956.9 of the Government Code (Deciding Whether to Initiate Litigation) One (1) Case: (1) Alvogen Opioid Settlement
B. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Government Code section 54956.9
Two (2) Cases.

Mayor Dee invited public comment on this matter. No comments were received at this time and the Mayor closed public comment.

Minutes: City Council Meeting Page 6
Monday, September 8, 2025
At 8:41 p.m., the Council met in Closed Session regarding the items above.

Closed Session Announcements: At 9:51 p.m., Mayor Dee reconvened the meeting in open session with all Council Members present and announced the reportable actions taken during Closed Session. Motion made by Council Member Tuggle and seconded by Council Member Weirick to join and enter the Alvogen Opioid Settlement. The motion carried on the following roll call vote:

AYES: Council Members – McCorry-Driscoll, Tuggle, Weirick, Mayor Pro Tem Robert and Mayor Dee
NOES: Council Members – None
ABSENT: Council Members – None.

ABSTAIN: Council Members – None

ADJOURNMENT
There being no further business to come before the City Council, Mayor Dee adjourned the meeting at 9:52 p.m.
_____________________________

KASSI DEE, MAYOR
Attest:
______________________________

WENDI SIMS, CITY CLERK
(Approved at CC Mtg ______)

CITY OF GROVER BEACH

CITY COUNCIL STAFF REPORT
Agenda Item No. 5
Placement: Consent
Meeting Date: September 22, 2025
TO: Honorable Mayor and City Council
FROM: Matthew Bronson, City Manager
PREPARED BY: Greg Ray, Public Works Director/City Engineer SUBJECT: Award of Construction Contract for: CIP Project 5002 – Sewer System Upgrades Project

RECOMMENDATION
Award a contract for construction of CIP Project 5002 Sewer Systems Upgrades Project to Souza Construction Company, Inc. in the amount of $3,405,329.00 for the Base Bid plus Additive Bid No.2; and authorize the City Manager to sign and affirm change orders up to an aggregate of $570,000; and authorize the Mayor to execute the contract on behalf of the City.

BACKGROUND
The City’s Sewer Master Plan was last updated in 2019 and identified deficiencies in the City’s existing sewer collection system. Some of the deficiencies identified require upgrades to meet the existing and future demands on the City’s sewer system. Staff prepared a multi-project plan to address the most critical deficiencies for existing and future flows which started with the upgrade of the segments in CIP 5002. Funding for this project was enabled through the Council’s adoption of a new sewer rate structure on June 9, 2025 and a subsequent bond financing agreement approved by the Council on September 8, 2025.

The project as bid includes upgrades to the following street segments:
• Manhattan Ave (from the west end to S. 4th Street)
• S. 4th Street (from Manhattan Ave to Longbranch Ave)
• N. 8th Street (from West Grand Ave to Ramona Ave)
• Ramona Ave (from North 8th Street to North 9th Street) • N. 9th Street (from Ramona Ave to Atlantic City Ave)
In addition, there were two bid additives included in the bidding package:
• Bid Additive 1: Highland Way (from Griffin St to 340 ft East) and Griffin St (from Highland to Calvin Court)
• Bid Additive 2: Rockaway Ave (from S. 4th Street to S. 9th Street) The project includes upsizing existing 8”, 10”, and 12” vitrified clay sewer mains to new 10”, 12”, and 18” HDPE sewer mains through a combination of pipe bursting and open-trench construction.

These upgrades provide the necessary capacity in the City’s sewer collection system to eliminate existing deficiencies and meet future demands.

Staff solicited bids for the project on August 7, 2025 with bids due on August 28. The estimated cost for construction for this project was $3.65 million which included both Bid Additive 1 and 2.

Attachment 2 shows the bid results with the low bid received from Souza Construction of $3.91 Staff Report: Award of Construction Contract for CIP 5002 Page 2 September 22, 2025
million including both Bid Additives. To provide sufficient funds for continued design of future sewer upgrades, staff recommends only the Base Bid and Bid Additive 2 be awarded at this time.

The estimated total project cost is $4.38 million which includes a contingency as well as construction management costs. Staff would note that the construction management contract was awarded separately and is not part of this agenda item. As a result, the project cost recommended for award includes the following items:
• Base Bid ($2.03 million)
• Bid Additive 2 ($1.38 million)
• 15% Contingency ($571,000)

FISCAL IMPACT
On September 8, 2025, the Council approved an Installment Purchase Contract and Conveyance Agreement for wastewater infrastructure bond financing for $5 million, including $4.8 million for the project and cost of issuance. Remaining bond funds available will be used for design of future sewer upgrades.

ALTERNATIVES
The Council has the following alternatives to consider:

1. Award a contract for construction of CIP 5002 to Souza Construction Company, Inc. in the amount of $3,405,329.00 for the Base Bid plus Additive 02; and authorize the City Manager to sign and affirm change orders up to an aggregate of $570,000; and authorize the Mayor to execute the contract on behalf of the City; or

2. Delay award of the project and provide additional direction to staff; or

3. Reject all bids and direct staff to modify the project and re-advertise for bids as soon as possible.

PUBLIC NOTIFICATION
The agenda was posted in accordance with the Brown Act.

ATTACHMENTS

1. Contract

2. Bid results
Multi-Year Goals
☐ Public Safety and Community Services ☐ Economic Development and Housing ☒ Community Infrastructure ☐ Financial and Organization Sustainability Council Priorities
☐ Water & Wastewater Infrastructure ☐ Community Engagement 4879-0800-7090, v. 1

CITY OF GROVER BEACH
County of San Luis Obispo
State of California

NOTICE TO BIDDERS

SPECIAL PROVISIONS

PROPOSAL AND

CONTRACT
for
CIP 5002 – SEWER SYSTEM UPGRADE PROJECT
08/07/2025
Bids Open: THURSDAY, AUGUST 28, 2005 @ 2:00 p.m.

Approved:
08/07/2025_______
Gregory A. Ray, P.E., Director of Public Works Date
RCE 58186
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 Attachment 1
1 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1

TABLE OF CONTENTS

SECTION PAGE
NOTICE TO BIDDERS................................................................................................................. 2 - 4 REQUIRED BID FORMS.............................................................................................................. 5 - 23 BID FORM ........................................................................................................................ 6 BID INFORMATION.......................................................................................................... 7 BID QUANTITIES ............................................................................................................. 8 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION ............................................. 16 NONCOLLUSION AFFIDAVIT .......................................................................................... 18 DEBARMENT AND SUSPENSION CERTIFICATION....................................................... 19 LIST OF SUBCONTRACTORS......................................................................................... 20 QUESTIONNAIRE ............................................................................................................ 21 BIDDER’S BOND.............................................................................................................. 22 PROJECT REFERENCES................................................................................................ 23 CONTRACT FORMS ................................................................................................................... 24 - 32 GUARANTY...................................................................................................................... 29 CONTRACT...................................................................................................................... 30 SPECIAL PROVISIONS............................................................................................................... 33 - 68 SECTION 1. SPECIFICATIONS AND PLANS................................................................... 33 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS..................................... 39 SECTION 3. AWARD AND EXECUTION OF CONTRACT ............................................... 44 SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION,

LIQUIDATED DAMAGES, HOURS OF WORK, NIGHT WORK,
AND SCHEDULED SUSPENSION............................................................... 45 SECTION 5. GENERAL .................................................................................................... 46 SECTION 6. MEASUREMENT AND PAYMENT............................................................... 60 SECTION 7. REFERENCE INFORMATION ..................................................................... 65 SECTION 8. MATERIALS................................................................................................. 66 SECTION 9. DESCRIPTION OF WORK........................................................................... 67 SECTION 10. TECHNICAL SPECIFICATIONS................................................................. 68 Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 2 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1
City of Grover Beach
State Of California
- - - - - - - - - - - - - - -

NOTICE TO BIDDERS
Sealed bids will be received by the City Clerk of the City of Grover Beach (“City”) at the City Clerk’s Office at 154 South 8th Street, Grover Beach, CA 93433 until 2:00 p.m. on the clock designated by the Owner or its representative as the bid clock, on Thursday, August 28, 2025. No bid will be accepted by the Owner after this time. Facsimile (FAX) copies of the bid will not be accepted. Promptly thereafter, all bids that have been duly received will be publicly opened and read aloud for furnishing to said City all labor, materials, equipment, transportation, services and supplies necessary to construct and complete the construction of the:

CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT

GROVER BEACH
General Work Description: In general, the Work involves construction of approximately 730 feet of 8-inch diameter sewer pipe, replacement of existing sewer lines in place with approximately 2,121 feet of 10-inch diameter sewer pipe, 2,934 feet of 12-inch diameter sewer pipe, and 316 feet of 18-inch diameter sewer pipe.

Approximately 4,554 feet of pipe will be installed using pipe bursting methods. Work will also include installation of 3 new manholes, installation of 1 cleanout, and the coating of 4 manholes. Sewer bypass pumping will be required for all replacement sections.

The estimated opinion of probable construction cost for this Work is approximately $4,200,000 Conditions of Submitting a Bid: Bids are required for the entire Work described herein including all bid additives.

The Contractor shall possess a Class A license at the time this Contract is awarded through Contract acceptance and all applicable warranty periods.

The Contractor and all subcontractors will be required to obtain a City Business Tax Certificate by the time the Contract is awarded.

This Contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990.

The successful bidder will be allowed to substitute securities or establish an escrow in lieu of retainage, pursuant to Public Contract Code Section 22300, and as described in the Agreement Between Owner and Contractor and General Conditions.

Notice to Bidders, Plans, Special Provisions, Pipe Bursting Qualification Package, and Proposal Forms may be inspected at the Public Works Office in Grover Beach, California, and copies of said documents may be obtained on the City’s website at https://www.grover.org/Bids.aspx. No bid will be received unless it is made on a Proposal Form furnished by the City. Bids received via FAX will not be considered.

Each bid shall be accompanied by cash, certified or cashier’s check, or bidder’s bond for not less than ten percent (10%) of the amount of the base bid, made payable to the City.

The City reserves the right to add or deduct any of the additive or deductive items after the lowest responsible and responsive bidder is determined. The lowest bid shall be determined on the total of the bid prices on the base bid and the following additive and deductive items: Additive Bid No. 1 – Griffin Street and Highland Way and Additive Bid No. 2 - Rockaway Avenue.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 3 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project available from the California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov/OPRL/PWD/. Future effective general prevailing wage rates, which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. For all projects over Twenty-Five Thousand Dollars ($25,000), a contractor or subcontractor shall not be qualified to submit a bid or to be listed in a bid proposal subject to the requirements of Public Contract Code section 4104 unless currently registered and qualified under Labor Code section 1725.5 to perform public work as defined by Division 2, Part 7, Chapter 1 (§§1720 et seq.) of the Labor Code. For all projects over Twenty-Five Thousand Dollars ($25,000), a contractor or subcontractor shall not be qualified to enter into, or engage in the performance of, any contract of public work (as defined by Division 2, Part 7, Chapter 1 (§§1720 et seq.) of the Labor Code) unless currently registered and qualified under Labor Code section 1725.5 to perform public work and proof of registration is provided.

Notice is also hereby given that any or all bidders may be required to furnish a sworn statement of their financial responsibility, technical ability and experience before award is made to any particular bidder.

PIPE BURSTING SUBCONTRACTORS, OR PRIME CONTRACTORS INTENDING TO PERFORM PIPE

BURSTING, ARE REQUIRED TO MEET THE MINIMUM QUALIFICATIONS IDENTIFIED IN THE PIPE BURSTING QUALIFICATION PACKAGE INCLUDED IN THE PLANS AND SPECIFICATIONS.

The Contract Time shall be ONE HUNDRED FORTY (140) working days, and liquidated damages for delay shall accrue.

Bidders shall contact the City’s Department of Public Works office at [email protected] the day prior to bid opening to obtain any bidding addenda information. Submittal of a signed bid shall be evidence that the Bidder has obtained this information and that the bid is based on any changes contained therein.

Submittal of Bidder’s Inquiries: Inquiries or questions based on alleged patent ambiguity of the plans, specifications or estimate must be communicated as a bidder inquiry prior to bid opening.

Pursuant to the Contract Documents, the successful bidder will be required to furnish a Payment (Labor and Material) Bond in the amount of one hundred percent (100%) of the Contract Sum, and a Faithful Performance Bond in the amount of one hundred percent (100%) of the Contract Sum.

Bidder’s inquiries shall be submitted in writing via e-mail to the City of Grover Beach, Public Works Department, at [email protected]. The cutoff time that the City will accept bidder’s inquiries is 5:00 p.m. on the fifth City business day prior to the bid opening date. The City will respond to bidder’s inquires via bidding addenda. Any such inquiries, submitted after the cutoff time of receiving bidder’s inquiries, will not be treated as a bid protest.

Bid Submittal Instructions: On the outside of the bid envelope the Bidder shall indicate the following:

1. Name and Address of Bidder

2. Name of project on which bid is submitted

3. Date and time of bid opening
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 4 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1
The Qualification Application (Questionnaire, Supporting Documentation and Financial Statements) shall be enclosed in a separate sealed package and delivered in person or mailed to the following location along with the contractors bid:

Attention: Gregory A. Ray, City Engineer
City of Grover Beach Public Works Department
154 South 8th Street
Grover Beach, CA 93433
The outside of the package shall plainly identify the subject of the submittal, be marked “CONFIDENTIAL:

Contractor Qualification”, and list the Project title (CIP 5002 Sewer System Upgrade Project) and the name, address, and telephone number of the Contractor.

Each Qualification Application shall include a completed questionnaire with all requested supporting information and a declarations page signed by a duly authorized representative of the Contractor. The Contractor is encouraged to use the submittal checklist provided at the end of these instructions before submitting.

THE CITY MUST BE IN RECEIPT OF THE QUALIFICATION PACKAGE AT THE SAME TIME AS THE CONTRACTORS BID PACKAGE, no later than 2:00 p.m. on the clock designated by the Owner or its representative as the bid clock, on Thursday, August 28, 2025.

The right is reserved by the City to reject any or all bids and to evaluate the bids submitted. The City further reserves the right to waive any informalities or minor irregularities in the bid. Only the Qualification Package of the apparent low bidder will be opened and examined to determine if the pipe bursting contractor or subcontractor meets the qualification requirements. If the qualification requirements are not met the bid will be rejected as non-responsive and the next apparent low bidder’s Qualification Package will be opened and examined until a responsive low bidder has been determined.

No bidder may withdraw his bid for a period of sixty (60) working days after the date set for the opening thereof.

Dated this 7
th day of August, 2025, at the City of Grover Beach, California.

City of Grover Beach

STATE OF CALIFORNIA
Gregory A. Ray, P.E.

Public Works Director/City Engineer
Notice to be published twice in a newspaper of general circulation printed and published in the City, with the first publication at least ten days before the bid deadline, and with the second publication at least five days later; or if no such newspaper, then posted in at least three public places in the City that have been designated by ordinance for posting (Public Contract Code §20164):

First Publication: Thursday, August 7, 2025, in New Times.

Second Publication: Thursday, August 14, 2025, in New Times.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

REQUIRED BID DOCUMENTS
A complete bid shall include the following BID DOCUMENTS:
■ BID FORM
■ EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATIONS
■ NONCOLLUSION AFFIDAVIT
■ DEBARMENT AND SUSPENSION CERTIFICATION
■ LIST OF SUBCONTRACTORS ,
• QUESTIONNAIRE ,
■ BIDDER'S BOND OR OTHER SECURITY•
■ PROJECT REFERENCES ,
■ GUARANTY
- • IRAN CONTRACTING ACT FORM
■ PROOF OF REGISTRATION WITH DIR ,
■ QUALIFICATION PACKAGE UNDER SEPARATE COVER
SI Page
4879-0800-7090, V. 1
CIP 5002- SEWER SYSTEMS UPGRADE PROJECT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 (Because some colored inks will not reproduce in copy machines, please use black ink to complete this proposal.)

BID FORM
for
CIP 5002 - SEWER SYSTEM UPGRADE PROJECT

GROVER BEACH
The Work shall be constructed in accordance with the State of California Department of Transportation Standard Specifications dated 2010 ("Standard Specifications"), except as modified by these Special Provisions, the Construction Drawings, the City of Grover Beach Standard Drawings and the Contract annexed hereto. In the absence of specific standards referenced in the foregoing , water system work and materials shall comply with AWWA Standards. Labor Surcharges and the Equipment Rental Rates and General Prevailing Wage Rates of the STATE OF CALIFORNIA, Business and Transportation Agency, Department of Transportation shall apply to all work except as modified herein.

This Bid Form is submitted with respect to the changes to the Contract included in addenda number/s 1 2 3 (Fill in addenda numbers if addenda have been received).

GI Page CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, V. 1
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 7 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1
BID FORM (cont.)
Bid Information
Bids are submitted for the entire Work. The amount of the bid for the entire Work will be the total of all of the subtotals for line items.

The subtotal of each line item will be determined by multiplying the unit price bid for the item by the estimated quantity for the item. The Bidder shall set forth for each line item of Work, in clearly legible figures, a unit price and a subtotal price for that item in the respective spaces provided for this purpose.

In case of discrepancy between the unit price for an item and the subtotal set forth for the item, the unit price shall prevail. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, then the subtotal amount set forth in the "Item Total" column for the item shall prevail in accordance with the following:

1. As to lump sum items (in other words, the estimated quantity is one), the subtotal amount set forth in the "Item Total" column shall be the item price.

2. As to unit price items (in other words, the estimated quantity is more than one), the subtotal amount set forth in the "Item Total" column shall be divided by the estimated quantity for the item, and the resulting price shall be the unit price.

The City reserves the right to reject any and all bids.

The BASIS OF AWARD of the Contract will be the lowest, responsive, and responsible ““BASE” Bid plus the additive bids.” (see below). The City, at its sole discretion, may or may not elect to award the contract, and may or may not elect to include any Alternate Bid Scopes in the contract. Bidders whose subcontractor performing pipe bursting are disqualified, will be determined nonresponsive and their bid will be rejected.

If this bid shall be accepted and the undersigned shall fail to enter into the Contract, to provide the certificate(s) of insurance and endorsement(s) as required by these Special Provisions, and to give the specified Payment Bond and Performance Bond with a surety that is satisfactory to the City, within ten (10) days, not including Saturdays, Sundays and legal holidays, after the Bidder has received notice from the City that the Contract has been awarded, the City may, at its option, determine that the Bidder has abandoned the Contract, and thereupon this bid and the acceptance thereof shall be null and void and the forfeiture of such security accompanying this bid shall operate and the same shall be the property of the City.

The undersigned, as Bidder, declares under penalty of perjury that the only persons or parties interested in this bid as principals are those named herein; that this bid is made without collusion with any other person, firm, or corporation; that he has carefully examined the location of the Work, the annexed proposed form of contract and the plans therein referred to; and he proposes, and agrees, if this bid is accepted, that he will contract with the City in the form of the copy of the Contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the Work and furnish all the materials specified in the Contract, in the manner and time therein prescribed, and according to the requirements of the Engineer as therein set forth, and that he will take in full payment the prices below.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 154 S. 8th Street ❖Grover Beach, CA 93433 ❖805/473-4530 ❖[email protected] Visit our website at www.groverbeach.org
REVISION 2 BID FORM
REVISED Bid Quantities and Bid Amounts
for the
CIP 5002 – SEWER SYSTEM UPGRADES PROJECT

GROVER BEACH
Item Description Unit Quantity Unit Price Amount
1 Mobilization/Demobilization LS 1 95,820.00 95,820.00
2 Sheeting, Shoring, Bracing, and Excavation Safety Measures LS 1 94,320.00 94,320.00 3 Temporary Bypassing LS 1 167,700.00 167,700.00
4 Open-Trench Installation of 18" PS-46 PVC Sewer Pipe
Sta. 1+02 to 4+18 (Manhattan Ave) LF 316 618.00 195,288.00 5 VCP Pipe Bursting to Install 12" HDPE
Sta. 4+18 to 7+87 (4th St), and Sta 35+00 to 37+52 (8th St) LF 621 239.00 148,419.00 6 VCP Pipe Bursting to Install 10" HDPE
Sta 42+53 to 59+97 (9th St) LF 1,744 176.00 306,944.00
7 Open-Trench Installation of 12" SDR 35 Sewer Pipe
Sta. 37+52 to 38+84 (8th St), and Sta. 38+84 to 42+53 (Ramona Ave)
LF 501 577.00 289,077.00
8 Connection at Sta. 1+02 (Manhattan) LS 1 65,840.00 65,840.00 9 Connection at Sta. 4+07 & 4+18 (Manhattan) LS 1 50,134.00 50,134.00 10 Connection at Sta. 42+53 (Ramona Ave) LS 1 31,968.00 31,968.00 11 Connection at Sta. 38+84 (8th St & Ramona) LS 1 37,940.00 37,940.00 12 Sewer Manhole - 48in EA 4 20,677.00 82,708.00
13 Sewer Manhole - 60in EA 1 25,636.00 25,636.00
14 Sewer Lateral Reconnection to PVC Sewer Pipe EA 12 3,452.00 41,424.00 15 Sewer Lateral Reconnection to HDPE Sewer Pipe EA 38 4,450.00 169,100.00 16 Remove and Replace Drop Assembly EA 2 9,235.00 18,470.00 17 Manhattan Ave. Traffic Control LS 1 6,170.00 6,170.00 18 4th St. Traffic Control LS 1 11,670.00 11,670.00
19 8th St. Traffic Control LS 1 3,980.00 3,980.00
20 Ramona Ave. Traffic Control LS 1 3,373.00 3,373.00
21 9th St. Traffic Control LS 1 6,137.00 6,137.00
22 Manhole Coating EA 3 7,316.00 21,948.00
23 Rescue Shafts EA 2 10,036.00 20,072.00
24 Water Pollution Control Plan LS 1 55,491.00 55,491.00 25 Pavement Trench Repair TON 75 567.00 42,525.00
26 Construction Surveying LS 1 34,500.00 34,500.00
Total BASE BID: 2,026,654.00
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 154 S. 8th Street ❖Grover Beach, CA 93433 ❖805/473-4530 ❖[email protected] Visit our website at www.groverbeach.org
REVISION 2 BID FORM (cont.)
REVISED Bid Quantities and Bid Amounts
for the
CIP 5002 – SEWER SYSTEM UPGRADES PROJECT

GROVER BEACH
Notes:

1. (F) denotes Final Pay per Caltrans Standard Section 9-1.02C.

2. Lump Sum items shall provide Schedule of Values per Caltrans Standard Section 9-1.16B unless directed otherwise by the Engineer.

TOTAL BASE BID AMOUNT (the total of all of the subtotals for the line items above):
$2,026,654.00
(In Figures)
two million twenty-six thousand six hundred fifty-four dollars (In Words)
Bid amount of each of the above bid items must be filled in and completed in ink. In the event of a conflict between numbers given in figures and in words, the words shall control. In the event of a conflict between a unit price for an item and the subtotal for that item, the unit price shall control, and the City shall correct the subtotal for that item and the Total Base Bid Amount.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 154 S. 8th Street ❖Grover Beach, CA 93433 ❖805/473-4530 ❖[email protected] Visit our website at www.groverbeach.org
REVISION 2 BID FORM (cont.)
REVISED Bid Quantities and Bid Amounts BID ADDITIVE NO. 2 for the
CIP 5002 – SEWER SYSTEM UPGRADES PROJECT

GROVER BEACH
BID ADDITIVE NO. 2 (Rockaway)
Item Description Unit Quantity Unit Price Amount
1 Mobilization/Demobilization LS 1 23,300.00 23,300.00
2 Sheeting, Shoring, Bracing, and Excavation Safety
Measures LS 1 6,080.00 6,080.00
3 Rockaway Ave. Traffic Control LS 1 13,490.00 13,490.00 4 Temporary Bypassing LS 1 33,470.00 33,470.00
5 VCP Pipe Bursting to Install 12" HDPE
Sta 16+39 to 30+80 LF 1,441 625.00 900,625.00
6 VCP Pipe Bursting to Install 10" HDPE
Sta 30+80 to 34+57 LF 377 212.00 79,924.00
7 Sewer Lateral Reconnection to HDPE Sewer Pipe EA 54 4,822.00 260,388.00 8 Water Pollution Control Plan - Rockaway LS 1 11,610.00 11,610.00 9 Pavement Trench Repair - Rockaway TON 10 1,393.00 13,930.00 10 Rescue Shafts EA 3 10,036.00 30,108.00
11 Construction Surveying - Rockaway LS 1 5,750.00 5,750.00 Total Additive Bid No. 2: 1,378,675.00
TOTAL ADDITIVE BID NO. 2 AMOUNT (the total of all of the subtotals for the line items above):
$1,378,675.00
(In Figures)
one million three hundred seventy-eight thousand six hundred seventy-five dollars (In Words)
Bid amount of each of the above bid items must be filled in and completed in ink. In the event of a conflict between numbers given in figures and in words, the words shall control. In the event of a conflict between a unit price for an item and the subtotal for that item, the unit price shall control, and the City shall correct the subtotal for that item and the Total Additive Bid No. 2 Amount.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 154 S. 8th Street ❖Grover Beach, CA 93433 ❖805/473-4530 ❖[email protected] Visit our website at www.groverbeach.org
REVISION 2 BID FORM (cont.)
REVISED Bid Quantities and Bid Amounts
for the
CIP 5002 – SEWER SYSTEM UPGRADES PROJECT

GROVER BEACH
BASIS OF AWARD:

TOTAL BID AMOUNT: BASE BID PLUS BID ADDITIVE NO. 2:
$3,405,329.00
(In Figures)
three million four hundred five thousand three hundred twenty-nine dollars (In Words)

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 BID FORM (cont.)
Iran Contracting Act Certification
(Public Contract Code sections 2202-2208)
As required by Public Contract Code ("PCC") section 2204 for contracts of $1 ,000,000 or more, please insert bidder's or financial institution's name and Federal ID Number (if available) and complete one of the options below. Please note that California law establishes penalties for providing false certifications, including civil penalties equal to the greater of $250,000 or twice the amount of the contract for which the false certification was made; contract termination; and three-year ineligibility to bid on contracts. (PCC §2205.) OPTION #1 - CERTIFICATION
I, the official named below, certify I am duly authorized to execute this certification on behalf of the bidder/financial institution identified below, and the bidder/financial institution identified below is not on the current list of persons engaged in investment activities in Iran created by California Department of General Services ("DGS") and is not a financial institution extending twenty million dollars ($20,000,000) or more in credit to another person/bidder, for 45 days or more, if that other person/bidder will use the credit to provide goods or services in the energy sector in Iran and is identified on the current list of persons engaged in investment activities in Iran created by DGS. (PCC §2204(a).) Bidder Name/Fina • I Institution (Pn·~ ___,_
Souza Engine • g C
OPTION #2 - EXEMPTION
Federal ID Number (or nla)
77-0388428
Pursuant to Public Contract Code sections 2203(c) and (d), a public entity may permit a bidder/financial institution engaged in investment activities in Iran, on a case-by-case basis, to be eligible for, or to bid on, submit a proposal for, or enters into or renews, a contract for goods and services. If you have obtained an exemption from the certification requirement under the Iran Contracting Act, please fill out the information below, and attach documentation demonstrating the exemption approval. r Name/Financial Institution (Printed) / ID Number (or nla) (Authorized Signature)
Printed Name and Title of Person Signing ate Executed
Bl Page CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, V. 1
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 BID FORM (cont.)
Additional Required Information
The names of all persons interested in the foregoing proposal as principals are as follows (if the Bidder or other interested person is a corporation, state legal name of corporation, and the names of the President, Secretary, Treasurer and Manager, thereof; if a co-partnership, state true name of firm, and the names of all individual copartners composing firm; and if an individual, state first and last names in full):

Steve A. Souza, President
Nickie Zepeda, Secretary
Licensed in accordance with an act providing for the registration of contractors, said license being in good standing as of the date of this bid. License No: 479476 Class: A Expiration Date: 02/28/27 California Department of Industrial Relations (DIR), Registration No. 1000007861 14 I Page
4879-0800-7090, V. 1
CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 BID FORM (cont.)
Signatures
All statements in this Bid Form and the other documents submitted with the Bid Form are made under penalty of perjury.

Here
NOTE: If Bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if Bidder is a copartnership, the true name of the firm shall be set forth above together with the signature of the partner or partners authorized to sign contracts on behalf of the co-partnership; and if Bidder is an individual, his signature shall be placed above. If signature is by an agent other than an officer of a corporation or a member of a partnership, a Power of Attorney must be on file with the City of Grover Beach prior to opening bids or submitted with the bid; otherwise, the bid will be disregarded as irregular and unauthorized.

Business Address: PO Box 3810, San Luis Obispo, CA 93403 [email protected]
Telephone Number: ( 805-p46-8288 Email: ________ =----- Place of Business: 4027 Santa Fe Road , San Luis Obispo, CA 93401 Place of Residence: 4027 Santa Fe Road, San Luis Obispo, CA 93401 Dated: _~~--1f~2-_J _____ ~, 20 2 S
15 I Page
4879-0800-7090, V. 1
CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION-BIDDER
The Bidder Souza Engineering Contracting,lnc. dba Souza Construction hereby certifies that he X (has, has not) ___ , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements .

Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1 .?(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1 .5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Proposed contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1 .?(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. 16 I Page
4879-0800-7090, V. 1
CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION - SUBCONTRACTOR Proposed Subcontractor '1" ~ 27:.
hereby certifies that he --~ __ (has, has not) ___ , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.

Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.?(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1 .5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Proposed contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1. 7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. 171Page
4879-0800-7090, V. 1
CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 18 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1
Noncollusion Affidavit
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
To the CITY of Grover Beach, DEPARTMENT OF PUBLIC WORKS.

In conformance with Title 23 United States Code Section 112 and Public Contract Code Section 7106 the Bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that 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 other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that 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 thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Note: The above Noncollusion Affidavit is part of the Bid. Signing the Bid Form on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 19 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1

DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The Bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining Bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Bid. Signing the Bid Form on the signature portion thereof shall also constitute signature of this Certification.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 _;
The Bidder shall list the name and address of each subcontractor required to be listed by the provisions in "Subcontracting and Superintendence," of the Special Provisions, to whom the Bidder proposes to subcontract portions of the Work.

LIST OF SUBCONTRACTORS
In accordance with the provisions of Section 4100 et. seq. of the California Public Contract Code, the Bidder shall, in its bid, list the name, the location of the place of business, the California contractor license number, and the public works contractor registration number issued pursuant to Section 1725.5 of the California Labor Code, of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater.

In accordance with Special Provisions section 5.13, the amount of Work to be performed by subcontractors may not exceed seventy percent (70%) of the total Work, as measured by dollars.

License No. CA Dept. of Work to be
Name and Address and Industrial Subcontracted Subcontracted Classification Relations Bid Item I $ Amount
<DIR) No. Descriotion
~~ ~Lt-~$ ~ I \J'\'=t~"\ e> ~ 100O"1~(o)'? j)1 <'E 6-i~STJt\/l<. f 5:>~1 \001 ~l Olr fl LO 1 l~ _. 1 ~IF\' ~'28 5-, ~re C-"1-'2,o II.) l'fl\ ~LI "Mn ...,j
S '1"N C\,~JV'rt , C I\ _,_ -
- '5~
'ftV:\·? ~10¼\ ,,s1 1p,~
t,i,J,. » "L ~I~ l. !,", (., ':;
,,/A I I - ~,.,. 1-~ ___ ...._ ..., -t:ioN-.. 'i "'~ , ,L , - - , ...... ..--IUCl..,1.7~ , -•v .. ,(l, .... ., ... -.; 5~ ~~I ~I~ "8(,(46 ';;+~ "'5~ ~1\'$ ~~rct<. -=-;v1'( ,,,,, -..... 1a_.- u.-. ... l 7 '~" ~ - , CAA, .I,,-, ,-~ s~ \J-fn"'\.~,J~ C.Vl"ti\ (\A.( &, 8~~ 4'~ ~,l·~ \0000 \7~'\'5' (V'l f\,v '~ \.~ ?t )"t, OM ..... lAW.Jl "-'4 ',.y~~.,~ C,11.tt't'\tl.t\( 2-v ~\·? \Ylt'o\Sc.N ~- ".I'\"\:?M. "2 l(\\J~\€°t"P,. I lf, "\~S!P2-
Do not list alternative subcontractors for the same work. 20 I P a g e
4879-0800-7090, V. 1
CIP 5002- SEWER SYSTEMS UPGRADE PROJECT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

QUESTIONNAIRE
The Bidder shall complete, under penalty of perjury, the following questionnaire:

Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder, ever been disqualified, removed or otherwise prevented from bidding on, or completing a federal, state or local government project because of a violation of law or a safety regulation? YES □ NO fisl
If the answer is yes, explain the circumstances in the following space.

NOTE: This questionnaire constitutes a part of the Bid and signature on the signature portion of the Bid Form shall constitute signature of this questionnaire.
21 I Page
4879-0800-7090, V. 1
~ C?=
Here
CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

BIDDER'S BOND
Souza Engineering Contracting, Inc.

KNOW ALL MEN BY THESE PRESENTS, That we dba Souza Construction as PRINCIPAL, and Everest National Insurance Company , as SURETY, are held and firmly bound unto the City of Grover Beach, in the penal sum of TEN PERCENT (10%) of the TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City, aforesaid, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made to the City to which said bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas the Principal has submitted the above mentioned bid to the City of Grover Beach, aforesaid, for certain construction specifically described as follows, for which bids are to be opened at the office of the City Clerk, City of Grover Beach, 154 South 8th Street, Grover Beach, CA, 93433, (805) 473-4530, at 2:00 p.m., on Thursday, August 28, 2025, for CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT, GROVER BEACH.

NOW, THEREFORE, If the aforesaid Principal is awarded the Contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him for signature, enters into a written contract, in the prescribed form, in accordance with the bid, and files two (2) bonds with the City, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.

IN WITNESS WHEREOF, We have hereunto set our hands and seals on this 22nd day of AUiP,!St , AD., 20 ~ - Souza Engineering Contracting, Inc. dba Souza Construction (SEAL)
.,....._- -,,9--+--:....,_-----::=,....::::.....-----,~ ..------:::a--(SEAL) ~~h~~~ ~ ~ ~ -:t-:-__,.._ (SEAL)
......=.;..;~~~:.:....:.:.::=~~='------(SEAL)
- -'---"----#....::......; _ __.:~......_ __ __::,,,. __ (SEAL) _ P_a_rr_ic_ia_K_._Slllll _· _· c_ic_h_, A_t_to_rn_e~y_-In_-_F_ac_t ___ (SEAL) Surety
NOTE: Signatures of those executing for the surety must be properly acknowledged. 21Page
4879-0800-7090, V. 1
P 5002 - SEWER SYSTEMS UPGRADE PROJECT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 t
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189
A notary public or other officer completing this certificate verifies only the iciertlty of the iooiviciual who signed the documert to which this certficate is attached, and not the truthfulness, accuracy, or valicilty of that document.

State of California
County of Santa Clara
On August 22, 2025 before me, Casey Lewis, Notary Public Date Here Insert Name and Tttle of the Officer
personally appeared _P_at_n_·c_ia_K_._S_irru_·c_ic_h ______________________ _ Name(s) of Signer(s)
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.

Place Notary Seal Above
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
---------------OPTIONAL---------------
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document: ____________ Document Date: _______ _ Number of Pages: ___ Signer(s) Other Than Named Above: ___________ _ Capacity(ies) Claimed by Signer(s)
Signer's Name: ___________ _ Signer's Name: ___________ _ D Corporate Officer - Title(s): _____ _ D Corporate Officer - Title(s): ____ _ D Partner - D Limited □ General □ Partner - D Limited D General D Individual D Attorney in Fact D Individual □ Attorney in Fact D Trustee □ Guardian or Conservator D Trustee □ Guardian or Conservator D Other: ______________ _ D Other: _____________ _
Signer Is Representing: ________ _ Signer Is Representing: ________ _ @2014 National Notary Association• www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

POWER OF A TT OR NEY
EVEREST REINSURANCE COMPANY and EVEREST NATIONAL INSURANCE COMPANY KNOW ALL PERSONS BY THESE PRESENTS: That Everest Reinsurance Company and Everest National Insurance Company, corporations of the State of Delaware ("Company") having their principal offices located at Warren Corporate Center, 100 Everest Way, Warren, New Jersey, 07059, do hereby nominate, constitute, and appoint:

Vincent M. Scolari, Patricia K. Simicich, Wendy R. Pastora, David J. Bachan, Charles M. Griswold, Steven M. Duke, Yesenia Rivera
its true and lawful Attorney(s}-in-fact to make, execute, attest, seal and deliver for and on its behalf, as surety, and as its act and deed, where required, any and all bonds and undertakings in the nature thereof. for the penal sum of no one of which is in any event to exceed UNLIMITED, reserving for itself the full power of substitution and revocation.

Such bonds and undertakings, when duly executed by the aforesaid Attorney(s)-in-fact shall be binding upon the Company as fully and to the same extent as if such bonds and undertakings were signed by the President and Secretary of the Company and sealed with its corporate seal.

This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Board of Directors of Company ("Board") on April 21 , 2016:

RESOLVED. that the President. any Executive Vice President, and any Senior Vice President are hereby appointed by the Board as authorized to make, execute, seal and deliver for and on behalf of the Company, any and all bonds, undertakings, contracts or obligations in surety or co-surety with others and that the Secretary or any Assistant Secretary of the Company be and that each of them hereby is authorized to attest to the execution of any such bonds, undertakings, contracts or obligations in surety or co-surety and attach thereto the corporate seal of the Company.

RESOLVED, FURTHER, that the President, any Executive Vice President, and any Senior Vice President are hereby authorized to execute powers of attorney qualifying the attorney named in the given power of attorney to execute, on behalf of the Company, bonds and undertakings in surety or co-surety with others, and that the Secretary or any Assistant Secretary of the Company be, and that each of them is hereby authorized to attest the execution of any such power of attorney, and to attach thereto the corporate seal of the Company.

RESOLVED, FURTHER, that the signature of such officers named in the preceding resolutions and the corporate seal of the Company may be affixed to such powers of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be thereafter valid and binding upon the Company with respect to any bond, undertaking, contract or obligation in surety or co-surety with others to which it is attached.

IN WITNESS WHEREOF, Everest Reinsurance Company and Everest National Insurance Company have caused their corporate seals to be affixed hereto, and these presents to be signed by their duly authorized officers this 10th day of October 2023.

Everest Reinsurance Company and Everest National Insurance Company By: Anthony Romano, Senior Vice President
On this 22nd of March 2023, before me personally came Anthony Romano, known to me, who, being duly sworn, did execute the above instrument; that he knows the seal of said Company; that the seal affixed to the aforesaid instrument is such corporate seal and was affixed thereto; and that he executed said instrument by like order.

LINDA ROBINS
Notary Public, State of New York
No 01 R06239736
Qualified In Queens County
Term Expires Aprtl 25, 2027
Linda Robins, Notary Public
I, Sylvia Semerdjian, Assistant Secretary of Everest Reinsurance Company and Everest National Insurance Company do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporation as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATION, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company, this 22nd day of August 202~.

By: Sylvia Semerdjian, Assistant Secretary
ES 00 01 04 16
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 i I
•

PROJECT REFERENCES
Agency/Customer Name & Contact Individual
Citv of Atascadero Ryan Haves
Telephone Number 805-4 70-3456
Street Address, City, State, Zip Code
El Camino Real, Atascadero, CA 93422
Is this similar to the project being Describe the services provided and how this project is bid? similar to that which is being bid:

Yes 8 No □ Remove & replae existing sewer system. Install 2,140 LF Was this contract for a public of 8" SDR35. Install laterials & Manholes. agency?
Yes 8 No □
Date project completed: 8/15/2025
Agency/Customer Name & Contact Individual
Citv of S:'ln I 11is Obi!':nn James Yanez
Telephone Number 805-781-7200
Street Address, City, State, Zip Code
Verde, Luneta, Broad Street Sewer Replacement, San Luis Obispo, CA 93401 Is this similar to the project being Describe the services provided and how this project is bid? similar to that which is being bid:

Yes 8 No □ Remove and replace 8" sewer by open trench
Was this contract for a public and pipe bursting . lnsall lateral & manholes. agency? Yes s No □
Date project completed: 5/2023
Agenc~/Customer Name & Contact Individual
City of an Luis Obispo James Yanez
Telephone Number 805-781-7200
Street Address, City, State, Zip Code
Jeffery St, San Luis Obispo, CA 93401
Is this similar to the project being Describe the services provided and how this project is bid? similar to that which is being bid:

Yes 8 No □ Remove and replace 8" sewer by open trench
Was this contract for a public and pipe bursting . lnsall lateral & manholes. agency?
Yes s No □
Date project completed: 12/2021
23 I Pa g e CIP 5002 - SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, V. 1
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 24 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1

CONTRACT DOCUMENTS
The CONTRACT DOCUMENTS shall include, but not be limited to, the following:
▪ GUARANTY
▪ AGREEMENT
▪ BID FORM
▪ BID BOND
▪ NOTICE TO BIDDERS
▪ SPECIAL PROVISIONS
▪ CALTRANS 2010 STANDARD SPECIFICATIONS
▪ CITY STANDARD DRAWINGS AND SPECIFICATIONS
▪ PROJECT DRAWINGS AND SPECIFICATIONS
▪ PERFORMANCE BOND (form provided by City)
▪ PAYMENT BOND (form provided by City)
▪ Insurance Certificate(s) and Endorsement(s)
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 25 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
4879-0800-7090, v. 1

PERFORMANCE BOND
Bond Number: ___________
KNOW ALL MEN BY THESE PRESENTS that we, ____________________, as Principal, and ___________________________, as Surety, are held and firmly bound unto the City of Grover Beach, in the County of San Luis Obispo, State of California, hereinafter called the “Owner,” in the sum of ___________________________________ Dollars ($______________) for the payment of which sum well and truly made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, to the Owner for the full performance of a certain contract with the Owner, the terms of which are incorporated herein by reference, dated _____________, 20___, for construction of the SEWER SYSTEM UPGRADE PROJECT, CIP 5002, GROVER BEACH (the “Contract”).

The condition of this obligation is such that, if the Principal shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of said Contract during the original term of said Contract and any extensions thereof that may be granted by the Owner, with or without notice to the Surety, and for the period of time specified in the Contract after completion for correction of faulty or improper materials and workmanship and during the life of any guaranty or warranty required under the Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreement of any and all duly authorized modifications of said Contract that may hereafter be made, then this obligation is to be void, otherwise to remain in full force and virtue.

And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the specifications accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work, or to the specifications.

No further agreement between Surety and Owner shall be required as a prerequisite to the Surety performing its obligations under this bond. In the event that the Surety elects to complete the Work of the Contract after termination of the Contract by Owner, the Surety may not hire Principal, or any of Principal’s owners, employees, or subcontractors, to perform the Work without the written consent of Owner, and the Owner may grant or withhold such consent within its sole discretion.

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IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals this ________ day of __________________, 20__,
hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.
(To be signed by )
(Principal and Surety, )
(and acknowledged and )
(Notarial Seal attached )
(Affix Corporate Seal)
________________________
(Individual Principal)
________________________
(Business Address)
(Affix Corporate Seal) ________________________
(Corporate Principal)
________________________
(Business Address)
(Affix Corporate Seal) ________________________
(Corporate Surety)
________________________
(Business Address)
________________________
By:_____________________
________________________
The rate of premium on this bond is _____________ per thousand.

The total amount of premium charged is ______________________.

The above must be filled in by Corporate Surety.

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PAYMENT BOND
(Labor and Material)
Bond Number: ______________
KNOW ALL MEN BY THESE PRESENTS:

That WHEREAS, the City of Grover Beach (the “Owner” of the public works contract described below) and ____________________________________, hereinafter designated as the “Principal,” have entered into a Contract for the furnishing of all materials and labor, services and transportation, necessary, convenient, and proper to construct
the ________________ Contract, at ________________ [insert location], which consists of __________________ [insert description and location of the Work under the Contract], which said agreement dated _________________, 20__, and all of the Contract Documents are hereby referred to and made a part hereof;
and
WHEREAS, the Principal is required, before entering upon the performance of the work, to file a good and sufficient bond with the body by whom the Contract is awarded to secure the claims arising under said agreement.

NOW, THEREFORE, THESE PRESENTS WITNESSETH:

That the said Principal and the undersigned ____________________________________ (“Surety”) are held and firmly bound unto all laborers, material men, and other persons, and bound for all amounts due, referred to in Civil Code section 9554, subdivision (b), in the sum of ________________________________________ Dollars ($__________) which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors, or assigns, jointly and severally, by these presents.

The condition of this obligation is that if the said Principal or any of its subcontractors, or the heirs, executors, administrators, successors, or assigns of any, all, or either of them, shall fail to pay any of the persons named in Civil Code section 9100, or any of the amounts due, as specified in Civil Code section 9554, subdivision (b), that said Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay costs and reasonable attorney's fees to be awarded and fixed by the Court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

And the said Surety, for value received, thereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of said contract or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.

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IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety this _______ day of _________________, 20__.
(To be signed by )
(Principal and Surety, )
(and acknowledged and )
(Notarial Seal attached )
________________________
Principal
________________________
________________________
Surety
________________________
By:_____________________
Attorney-in-Fact
________________________
The above bond is accepted and approved this ____ day of _________________.

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(The Bidder shall submit this guaranty with its signature with its bid).

GUARANTY
To The City of Grover Beach
For

SEWER SYSTEMS UPGRADE PROJECT
CIP 5002

GROVER BEACH
THE UNDERSIGNED guarantees the construction and installation of all work performed under this Contract.

SHOULD any of the material or equipment prove defective or should the Work as a whole prove defective, due to faulty workmanship, material furnished or methods of installation, or should the Work or any part thereof fail to operate properly as originally intended and in accordance with the plans and specifications, due to any of the above causes, all within twelve (12) months after Completion, the undersigned agrees to reimburse the City of Grover Beach, upon demand, for its expenses incurred in restoring said Work to the condition contemplated in said project, including the cost of removing and replacing any other Work necessary to make such replacement or repairs, or, upon demand by the City of Grover Beach, to replace any such material and to repair said Work completely without cost to the City of Grover Beach so that said Work will function successfully as originally contemplated.

THE CITY OF GROVER BEACH shall have the unqualified option to make any needed replacements or repairs itself or to have such replacements or repairs done by the undersigned. In the event the City elects to have said Work performed by the undersigned, the undersigned agrees that the repairs shall be made and such materials as are necessary shall be furnished and installed within a reasonable time after the receipt of demand from the City. If the undersigned shall fail or refuse to comply with its obligations under this guaranty, the City of Grover Beach shall be entitled to all costs and expenses, including attorneys' fees, reasonably incurred by reason of said failure or refusal.

Date: ________________________ _______________________________________

CONTRACTOR
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The City of Grover Beach

STATE OF CALIFORNIA
- - - - - - - - - - - - - - - - - -

AGREEMENT
for

SEWER SYSTEMS UPGRADE PROJECT
CIP 5002

GROVER BEACH
THIS AGREEMENT is made and concluded between the CITY OF GROVER BEACH (“City”) and Souza Engineering Contracting, Inc. dba Souza Construction (“Contractor”) this 22nd day of September, 2025 (“Agreement”).

ARTICLE I -- WITNESSETH, That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the City, the Contractor agrees to do all the Work and furnish all the materials, except such as are mentioned in the specifications to be furnished by the City, to construct this Project in accordance with the Contract Documents (as defined in the Special Provision). In the absence of specific standards referenced in the foregoing, water system work and materials shall comply with AWWA Standards. Labor Surcharges and the Equipment Rental Rates and General Prevailing Wage Rates of the STATE OF CALIFORNIA, Business and Transportation Agency, Department of Transportation shall apply to all Work except as modified herein. All provisions of the Contract Documents for the Sewer System Upgrade Project, CIP 5002 (herein also referred to as “the Project”) are hereby specially and incorporated into this Agreement by reference and together with the Agreement form the “Contract.” ARTICLE II -- The City hereby promises and agrees with the said Contractor to employ, and does hereby employ, the said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices, hereinafter set forth and hereby contracts to pay the same at the time, in the manner and upon the Conditions herein set forth; and the said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained.

ARTICLE III -- The statement of prevailing wages as determined by the Director of Industrial Relations of the State of California pursuant to California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1 and which is filed at the principal office of the said party of the first part in accordance with the requirements of Section 1773.2 of said Code is hereby specifically referred to and by this reference is made a part of this Contract. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.

ARTICLE IV -- Contractor certifies that it is aware of the provisions of Section 1725.5 of the Labor Code requiring every contractor and subcontractor, awarded work on this project, be registered with the Department of Industrial Relations and as such is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

ARTICLE V -- Contractor certifies that it is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workmen's compensation or to undertake selfinsurance in accordance with the provisions of that code, and Contractor will comply with such provisions before commencing the performance of the Work of this Contract.

ARTICLE VI -- Contractor agrees to receive and accept three million four hundred five thousand three hundred twenty-nine dollars ($3,405,329.00) as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this Contract; also for all loss or damage, arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the Work until its acceptance by the City and for all risks of every description connected with the Work, also for all expenses incurred by or in consequence of the suspension or discontinuance of Work and for well and faithfully completing the Work, and the whole thereof, in the manner Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 31 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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IN WITNESS WHEREOF, The parties to these presents have hereunto set their hands the year and date first above written.

The City of Grover Beach

STATE OF CALIFORNIA
_______________________________________
Kassi Dee, Mayor Date
ATTEST:
________________________________________
Wendi Sims, City Clerk Date
APPROVED AS TO FORM:
________________________________________
Robert Lomeli, ESQ., City Attorney Date
CONTRACTOR:
_______________________________________
NAME
Licensed in accordance with an act providing for the registration of contractors, License No. ______
California Department of Industrial Relations (DIR),
Registration No.
_______________________________________
Date
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 479476A
9/11/2025
Steve A. Souza
9/14/2025
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City of Grover Beach

STATE OF CALIFORNIA
- - - - - - - - - - - - - - - - - -

SPECIAL PROVISIONS
for

SEWER SYSTEMS UPGRADE PROJECT
CIP 5002

GROVER BEACH
SECTION 1. SPECIFICATIONS AND PLANS

1.01 GENERAL
The Work embraced herein shall be done in accordance with the State of California Department of Transportation Standard Specifications dated 2010 (“Standard Specifications” or “CalTrans Standard Specifications”), except as modified by these Special Provisions, the Construction Drawings, the City of Grover Beach Standard Drawings and the Contract annexed hereto. In the absence of specific standards referenced in the foregoing, water system work and materials shall comply with AWWA Standards. Labor Surcharges and the Equipment Rental Rates and General Prevailing Wage Rates of the STATE OF CALIFORNIA, Business and Transportation Agency, Department of Transportation shall apply to all work except as modified herein.

The State Standard Specifications are hereby amended, such that, any reference to mandatory use of the International System of Units (SI) (Metric Units), is understood to allow use of United States Standard Measurers (English Units), as directed by the Engineer.

In case of conflict between the City’s plans and drawings for this Project (“Construction Drawings”), the Standard Specifications of the City of Grover Beach (“City Standard Specifications”), the CalTrans Standard Specifications, these Special Provisions, and any other Contract Documents, these Special Provisions shall take precedence, after which the Construction Drawings shall take precedence, after which the City Standard Specifications shall take precedence, after which any other Contract Document besides the CalTrans Standard Specifications shall take precedence; except that for purposes of determining the low bidder and the contract price, the estimated item quantities in the Bid Form shall take precedence over the other Contract Documents.

1.02 DEFINITIONS AND TERMS
Abbreviations and terms, or pronouns in place of them, as used in the specifications and other contract documents, shall have the meaning specified in Section 1, "General", of the Standard Specifications or as modified hereinafter in Sections 1.03 and 1.04 of these Special Provisions.

1.03 ABBREVIATIONS ON THE DRAWINGS
Wherever on the drawings the following abbreviations are used, they shall be understood to mean the following:

Drawing Abbreviations and their Meanings
ABAND, ABAND’D – Abandon, Abandoned
ABS – Acrylonitrile-Butadiene-Styrene (pipe)
AC – Asphalt Concrete
ACP – Asbestos Cement Pipe
ALUM – Aluminum
APPD – Approved
AV, Air-Vac – Air-Vacuum and Air Release Valve
BC – Begin Curve, Bolt Circle or Between
Centers
BCR – Begin Curve Return
BM – Beam or Bench Mark
BNDY – Boundary
BO – Blowoff Assembly
BR – Brass
BV – Butterfly Valve
BVC – Begin Vertical Curve
CAP – Capacity
CB – Concrete Block
CC – Center to Center
CFM – Cubic Feet per Minute
CFS – Cubic Feet per Second
C&G – Curb and Gutter
CIP – Cast Iron Pipe or Capital Impr Project
CL – Chain Link, Clearance, Centerline, or Class
CMP – Corrugated Metal Pipe
CO – Cleanout
COMM - Communication
COMP – Compaction
CONC – Concrete or Concentric
COND – Conduit or Condition
CONSTR – Construction or Construct
CONT – Continued or Continuous
CONTR – Contractor
COR – Corner
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COTG – Cleanout to Grade
CPLG – Coupling
CU – Copper or Cubic
CY – Cubic Yard
DIP – Ductile Iron Pipe
DIA – Diameter
DWG – Drawing
E – East or Electric
EA – Each
EBR – End Berm Return
EC – End Curve
ECC – Eccentric
ECR – End Curb Return
EFF – Effluent or Efficiency
EGL – Energy Grade Line
EL, ELEV – Elevation
ELEC – Electrical or Electronic
ELL – Elbow
= - Equal
EQIP – Equipment
ESM’T – Easement
EVC – End Vertical Curve
EX, EXIST – Existing
EXT – Exterior
FB – Flat Bar, Floor Beam or Field Book
F&C – Frame and Cover
FG – Finished Grade or Finished Ground
FH – Fire Hydrant
FIG – Figure
FL – Flowline
FLG – Flange
FLGD – Flanged
FLR – Floor
FM – Force Main (sewer)
FO – Fiber Optic
FP – Finished Pavement
FS – Finished Surface
FT – Feet or Foot
FTG – Footing
FUT – Future
G – Gas
GA – Gage or Gauge
GAL – Gallon
GALV – Galvanized
GIP – Galvanized Iron Pipe
GPM – Gallons per Minute
GRD – Grade or Ground
GB, GB BRK – Grade Break or Grade Change
> - Greater Than
> - Greater Than or Equal To
GV – Gate Valve
HB – Hose Bib
HCS – House Connection Sewer
HDPE – High Density Polyethylene (pipe)
HDR – Header
HGL – Hydraulic Grade Line
HLS – House Lateral Sewer
HORIZ – Horizontal
HP – Horsepower or High Point
HYD – Hydraulic or Hydrant
ID – Inside Diameter
IN – Inch or Inches
INFL – Influent
INV – Invert
INV EL – Invert Elevation
IP – Iron Pipe
IPS – Iron Pipe Size
IRRIG – Irrigation
JP – Joint Pole or Joint Pipe
JT – Joint
KW – Kilowatt
KWH – Kilowatt Hour
L – Liter
LB, # – Pound
LF – Linear Feet
LT – Left
< - Less Than
< - Less Than or Equal To
M – Meter
MAX – Maximum
MB – Mailbox
MEC JT, MJ – Mechanical Joint
MEE – Machined Each End
MFR – Manufacturer
MFR’D – Manufactured
MGD – Million Galls per Day
MH – Manhole
MIN – Minimum
MISC – Miscellaneous
MOA – Machined Over All
MTD – Mounted
N – North
NC – Normally Closed
NO – Number or Normally Open
# - Number or Pound
NPS – Nominal Pipe Size (formerly IPS)
NPT – National Pipe Thread
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NRS – Non-Rising Stem
NTS – Not to Scale
OC – On Center
OD – Outside Diameter
O/H or OH - Overhead
OS&Y – Outside Screw and Yoke
OZ – Ounce
P – Pole
PCC – Portland Cement Concrete
PE – Plain End or Polyethylene
PIP – Protect-in-Place
PL – Plate, Property Line or Place
PP – Power Pole
PPM – Parts per Million
PRESS – Pressure
PROD – Products
PROP’Y – Property
PSF – Pounds per Square Foot
PSI – Pounds per Square Inch
PSIG – Pound per Square Inch Gauge
PTDF – Pressure Treated Douglas Fir
PVC – Polyvinyl Chloride (pipe)
PVMT – Pavement
R – Radius, Riser or Return, Rate of Slope
RAD – Radial
RC – Reinforced Concrete
RCP – Reinforced Concrete Pipe
RD – Road or Round
RDWD – Redwood
RED – Reducer
REINF – Reinforcing or Reinforced
REL COMP – Relative Compaction
RE-STL, REBAR – Reinforcing Steel
REQD, REQ’D – Required
RESTR’D – Restrained
RET WL – Retaining Wall
REV – Revision
RPM – Revolutions per Minute or Reinforced
Plastic Mortar Pipe
RS – Resilient Seated
RT – Right
R/W, ROW – Right-of-Way
S – South or Sewer
S X S – Slip by Slip or Socket by Socket
S X T – Slip by Thread or Socket by Thread
SCR’D – Screwed
SCH – Schedule
SD – Storm Drain
SECT – Selection or Select
SF – Square Feet
SHT – Sheet
SM – Survey Monument
SPECS – Specifications
SPEC PROV – Special Provisions
SQ – Square
SS – Sanitary Sewer
STA – Station
STD – Standard
STL – Steel
STN – Stainless
STRUCT – Structural or Structure
SW – Sidewalk
SY – Square Yard
SYM – Symmetrical or Symbol
T – Thermostat, Tangent or Telephone
T X T – Thread by Thread
TB – Thrust Block or Top of Bank
TBM – Temporary Bench Mark
TC – Top of Curb
TEMP – Temporary
TH – Thick or Thickness
THR’D – Threaded
TM – Telemetry
TP – Telephone Pole or Turning Point
TRANS – Transition or Transmitter
TS – Toe of Slope
TV – Television Cable
TW, TOW – Top of Wall
TYP – Typical
T&G – Tongue and Grove
UG – Underground
V – Valve, Volt or Volume
VAR – Varies or Variable
VCP – Vitrified Clay Pipe
VERT – Vertical
VOL – Volume
W – West, Watt or Water
W/ - With
WL – Water Line or Water Level
WM – Water Meter
WS – Water Surface, Water Service
WSEL – Water Surface Elevation
WT – Weight
WV – Water Valve, Water Valve Box
WWM – Welded Wire Mesh
X – By or Times
XS – Extra Strong
YD – Yard
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1.04 TERMS IN THE CALTRANS STANDARD SPECIFICATIONS
Wherever in the CalTrans Standard Specifications the following terms, or pronouns in place of them, are used, they shall be understood to mean the following:

DEPARTMENT OF TRANSPORTATION, or DEPARTMENT - The City of Grover Beach.

DIRECTOR OF TRANSPORTATION, or DIRECTOR - The Public Works Director/City Engineer acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them.

ENGINEER - The Public Works Director/City Engineer acting either directly or through properly authorized agent(s), such agent(s) acting within the scope of the particular duties delegated to them.

MNS Engineers, Inc., including their sub-consultant Earth Systems Pacific, Inc., is the authorized agent serving the City as ENGINEER.

ENGINEER'S ESTIMATE - The list of estimated quantities of Work to be performed as contained in the Bid Form.

HIGHWAY- The entire right-of-way, easement or property which is secured for use in constructing the improvements for this project.

STATE - The City of Grover Beach.

STATE AGENCIES - Whenever, in the Standard Specifications, reference is made to any STATE agency or officer, such reference shall be deemed made to any agency or officer whether STATE, County, City or Services City succeeding in accordance with law or local ordinance to the powers, duties, jurisdiction and authority of the agency or officer mentioned.

1.05 TERMS IN THE OTHER CONTRACT DOCUMENTS
Wherever in the Contract Documents (other than the CalTrans Standard Specifications) the following abbreviations and terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as provided in this section.

CITY - The City of Grover Beach, and its authorized agent(s).

CITY CLERK, OR CLERK - The Clerk of the City of Grover Beach as appointed by the City Council in accordance with the law.

CITY COUNCIL - The legislative body of the City of Grover Beach as created by law.

CITY ENGINEER - The Public Works Director/City Engineer acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them.

COMPLETION – Full and final performance of all of the Work, except that (A) for purposes of release of retention, “completion” is defined by Public Contract Code section 7107, and (B) for purposes of notices of completion and stop payment notices, “completion” is defined by Civil Code section 9200. Substantial completion does not constitute “completion.”
CONTRACT DOCUMENTS – The documents that create and constitute the Contract, which are incorporated by reference into the Agreement, and which include, but are not limited to, the following:
• Guaranty.
• Agreement.
• Bid Form (including all forms within the Bid Form).
• Bid Bond.
• Notice to Bidders.
• Special Provisions for the Project, including the Technical Provisions.

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• CalTrans Standard Specifications.
• City Standard Specifications.
• Construction Drawings for the Project.
• City Standard Drawings.
• Performance Bond (using the City’s form).
• Payment Bond (using the City’s form).
• Iran Contracting Act form.

ENGINEER, ENGINEER’S ESTIMATE and HIGHWAY - The same as defined in Section 1.04, above, of these Special Provisions.

DEPARTMENT OF PUBLIC WORKS, or DEPARTMENT - The Department of Public Works of the City of Grover Beach.

DESIGN ENGINEER – The City of Grover Beach, and its agent(s). RICK Engineering, is the authorized agent serving the City as the DESIGN ENGINEER.

OWNER - The City of Grover Beach.

PLANS – Plans include the Construction Drawings and details prepared by the Design Engineer and any Standard Drawings referenced therein and the terms may be used interchangeably. For bidding purposes, the Plans marked Bid Set shall be used as the basis for forming all bids. The Plans marked Conformed Set and approved by the City Engineer will be used as the basis for construction of all Work specified herein.

PROJECT ENGINEER - The Public Works Director/City Engineer/CIP Manager acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them.

STATE AGENCIES - Same as in Section 1.04 of these Special Provisions.

WORK – All of the duties, responsibilities, and obligations of the Contractor required by the Contract Documents, including punch list work, other corrective work, closeout documents, and closeout procedures.

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SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS

2.01 GENERAL
The Bidder’s attention is directed to the provisions in Section 2, “Bidding,” of the Standard Specifications and these special provisions for the requirements and conditions which the Bidder must observe in the preparation of and the submission of the bid.

In addition to the subcontractors required to be listed in conformance with Section 2-1.33C, “Subcontractor List,” of the Standard Specifications, each bid shall have listed therein the portion of Work that will be done by each subcontractor listed. A sheet for the listing of the subcontractors is included in the City’s bid package documents.

The bidder's bond shall conform to the bond form in the bid package documents for the project and shall be properly filled out and executed.

In conformance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the Proposal. Signing the Proposal shall also constitute signature of the Noncollusion Affidavit.

The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. The Contractor shall carry out applicable requirements of Title 49 CFR (Code of Federal Regulations) part 26 in the award and administration of US DOT assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy, as the recipient deems appropriate. Each subcontract signed by the Bidder must include this assurance.

Failure of the Bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to escrowed bid documents, where applicable, may subject the Bidder to a determination of the Bidder’s responsibility in the event it is the apparent low bidder on a future public works contracts.

2.02 EXAMINATION OF PLANS, SPECIFICATIONS, CONTRACT AND SITE OF WORK The Bidder shall examine carefully the sites of the Work contemplated, the plans, the specifications, the Bid Form, and Contract Documents therefore.

The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, the quality, and scope of work to be performed, the quantities of materials to be furnished, and as to the requirements of the Bid Form, plans, specifications and the Contract Documents.

2.03 APPROXIMATE ESTIMATE
The quantities given in the Bid Form are approximate only, being given as a basis for the comparison of bids. The City does not, expressly or by implication, agree that the actual amount of work required by the Contract Documents will correspond with the Bid Form, and the City reserves the right to increase or decrease the amount of any class or portion of the Work, or to omit portions of the Work, as may be deemed necessary or advisable by the Engineer. Bids are required for the entire Work described herein.

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2.04 REJECTION OF BIDS
Bids may be rejected if they show any alterations of form, incomplete bids, erasures or irregularities of any kind. A complete bid shall include the following documents:

BID FORM

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION

NONCOLLUSION AFFIDAVIT

DEBARMENT AND SUSPENSION CERTIFICATION

LIST OF SUBCONTRACTORS

QUESTIONNAIRE

BID FORM
BIDDER’S BOND OR OTHER SECURITY

PROJECT REFERENCES
IRAN CONTRACTING ACT FORM (if project is over $1,000,000)

PROOF OF REGISTRATION WITH DIR

PIPE BURSTING CONTRACTOR QUALIFICATION APPLICATION PACKAGE (SUBMITTED

UNDER SEPARATE COVER)
To avoid bid protests and bid rejections, bidders are reminded to include the following information in the Bid Form:
1) Contractor’s license number
2) Expiration date of Contractor’s license
3) The following statement: “The Contractor’s license number and expiration date stated herein are made under penalty of perjury”.

The right is reserved to reject any and all bids.

2.05 BIDDER'S BOND
All bids shall be presented under sealed cover, marked "BID" and shall be accompanied by cash, cashier's check, or bidder's bond, made payable to the City of Grover Beach for an amount equal to ten percent (10%) of the amount of said base bid, and no bid shall be considered unless such cash, cashier's check, or bidder's bond is enclosed therewith.

2.06 RESPONSIBILITY OF BIDDERS
The City of Grover Beach reserves the right to be the sole judge as to the responsibility of any bidder to perform the Work under this Contract. Said City may reject the bid of any bidder for lack of financial ability or experience in performing the Work under this Contract. The Bidder’s attention is directed to the Notice to Bidders that identifies that any bidder may be required to furnish a sworn statement of their financial responsibility, technical ability, and experience.

2.07 RELIEF OF BIDDERS
Attention is directed to the requirements of Public Contracts Code Sections 5100 et seq. concerning relief of bidders, including but not limited to the requirement that if the bidder seeks relief based on a mistake in its bid, the bidder shall give the City written notice within five (5) working days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred.

2.08 BID PROTESTS
Bid protests are to be hand-delivered to the City at the City of Grover Beach Department of Public Works, 154 S. 8th Street, Grover Beach, CA 93433; or they may be e-mailed to [email protected].

Any bid protest must be delivered or e-mailed by 5:00 p.m. on the 5th working day after the opening and announcement of the bids.

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2.09 ESCROW BID DOCUMENTS
Documents from the two low bidders are required for projects over $1,000,000 and must include all of the quantity take-offs, calculations, quotes, notes, letters, emails, marked up plan sheets, reports, and all other information committed to hard copy or electronic media that a bidder used to determine the bid price: collectively the ‘Escrow BidDocuments’.

The two low bidders shall submit to the City additional financial information, including the Escrow Bid Documents, within five (5) working days after the deadline to submit bids. The documents shall include one (1) copy of all documentary information generated in preparation of bid prices for this project, as described in Paragraph seven of this section (2.09). The Escrow Bid Documents of the successful bidder will be held by the City in escrow for the duration of thecontract.

The successful bidder agrees, as a condition of award of the contract, that the Escrow Bid Documents constitute all the information used in the preparation of its bid, and that no other bid preparation information will be considered in resolving disputes or claims. The successful bidder also agrees that nothing in the Escrow Bid Documents will change or modify the terms or conditions of the contract documents.

The Escrow Bid Documents are, and will always remain, the property of the Bidder or Contractor, subject to joint review by the City or Engineer and the Bidder or Contractor, as provided herein.

The City stipulates and expressly acknowledges that the Escrow Bid Documents, as defined herein, are intended to constitute proprietary information. This acknowledgement is based on the City's express understanding that the information contained in the Escrow Bid Documents is not known outside bidder's business, is known only to a limited extent and only by a limited number of employees of the bidder, is safeguarded while in bidder's possession, is extremely valuable to bidder and could be extremely valuable to bidder's competitors by virtue of it reflecting bidder's contemplated techniques of construction. The City further acknowledges that bidder expended substantial sums of money in developing the information included in the Escrow Bid Documents and further acknowledges that it would be difficult for a competitor to replicate the information contained therein. The City further acknowledges that the Escrow Bid Documents and the information contained therein are made available to City only because such action is an express prerequisite to award of the contract. The City further acknowledges that the Escrow Bid Documents include a compilation of information used in bidder's business, intended to give bidder an opportunity to obtain an advantage over competitors who do not know of or use the contents of the documentation. The City further agrees to safeguard the Escrow Bid Documents, and all information contained therein, against disclosure to the fullest extent permitted by law.

Escrow Bid Documents will be used to assist in the negotiation of price adjustments, supplemental agreements, and contract modifications and in the settlement of disputes and claims. They will not be used for pre-award evaluation of the bidder’s anticipated methods of construction or to assess the bidder’s qualifications for performing theWork.

Bidders may submit Escrow Bid Documents in their usual cost- estimating format; a standard format is not required. It is not the intention of this specification to cause the bidder extra work during the preparation of the bid, but to ensure that the Escrow Bid Documents will be adequate to enable complete understanding and proper interpretation for their intended use. The Escrow Bid Documents shall be submitted in the English language.

It is required that the Escrow Bid Documents clearly itemize the estimated costs of performing the Work of each bid item contained in the bid schedule. Bid items should be separated into sub-items as required to present a detailed cost estimate and allow a detailed cost review. The Escrow Bid Documents shall include all quantity takeoffs, estimates of crews, and equipment, calculations of rates of production and progress, copies of quotes from subcontractors and suppliers, and memoranda, narratives, add/deduct sheets, and all other information used by the bidder to arrive at the prices contained in the bid. Estimated costs should be broken down into the bidder's usual estimate categories such as direct labor, repair Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 40 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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labor, equipment ownership and operation, expendable materials, permanent materials and subcontract costs as appropriate. Plant and equipment and indirect costs should be detailed in the bidder's usual format. The bidder’s allocation of plant and equipment, indirect costs, contingencies, markup and other items to each bid item shall be included.

All costs shall be identified. For bid items amounting to less than $10,000, estimated unit costs are acceptable without a detailed cost estimate, provided that labor, equipment, materials and subcontracts, as applicable, are included and provided that indirect costs, contingencies and markup, as applicable, are allocated.

Bid documents provided by the City should not be included in the Escrow Bid Documents unless needed to comply with the requirements herein.

The Escrow Bid Documents shall be submitted to the City by the two low bidders in container(s) within five (5) working days after the deadline for submittal of bids. The container shall be clearly marked on the outside with the bidder's name, date of submittal, project name, contract number, project number, and the words "Escrow Bid Documents". After inspection by the City’s representative, the box will be sealed.

The documents can be scanned and submitted on a thumb drive or submitted on paper, or a combination of the two types. Sealed container(s) shall consist of boxes in the following standard sizes:

Standard Cube (LL) 15”x12”x10”; Letter Banker 24”x12”x10”; or Legal Banker:24”x15”x10” for hard copy submittals.

The Escrow Bid Documents shall be accompanied with a certification signed by an individual authorized by the bidder to execute the Bid Form, stating that the material in the Escrow Bid Documents constitutes all the documentary information used in preparation of the bid and that the bidder has personally examined the contents of the Escrow Bid Documents container and has found that the documents in the container are complete.

The Escrow Bid Documents of the apparent successful bidder will be examined, organized, and inventoried by the Engineer, together with members of the bidder's staff who are knowledgeable in how the bid was prepared. This examination is to ensure that the Escrow Bid Documents are legible and complete. It will not include review of, and will not constitute acceptance of proposed construction methods, estimating assumptions, or interpretations of contract documents. Examination will not alter any condition or term of the contract.

If all the documentation required as indicated above has not been included in the original submittal, additional documentation may be required, at the City’s discretion, prior to award of the contract. The detailed breakdown of estimated costs shall be reconciled and revised, if appropriate, by agreement between the bidder and the City before making the award. Once it has been determined that all of the documentation has been included, the box will be sealed. The Contractor can choose to provide tamper proof tape, or security tape. Otherwise, the box will be sealed, and the tape will be signed. The Escrow Bid Documents will be placed in storage at City Hall.

If the contract is not awarded to the apparent successful bidder, the Escrow Bid Documents of the bidder next to be considered for award shall be processed as described.

Timely submission of complete Escrow Bid Documents is an essential element of the bidder's responsibility and a prerequisite to a contract award. Failure to provide the Escrow Bid Documents will be sufficient cause for the City to reject the bid.

Escrow Bid Documents submitted by unsuccessful bidders will be returned unopened, unless opened as provided above, following award of the contract. Unsuccessful bidders shall pick up the Escrow Bid Documents from the City 14 days of writtennotice.

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If any bid is based upon subcontracting any part of the Work, each subcontractor whose total subcontract price was proposed by the bidder shall provide separate Escrow Documents to be included with those of the bidder. Such documents shall be opened and examined in the same manner at the same time as the examination described above for the apparent successful bidder.

If the Contractor wishes to subcontract any portion of the Work after award, the City retains the right to require the Contractor to submit Escrow Documents from the subcontractor before the subcontract is accepted.

The Escrow Bid Documents will be examined by both the City and the Contractor, at any time deemed necessary by the Director, unless the Contractor waives the right to be present by failing to appear at the designated time and place. Examination of the Escrow Bid Documents is subject to the following conditions:
(a) As trade secrets, the Escrow Bid Documents are intended to constitute proprietary and confidential material as described in Paragraphs four and five of this section (2.09). (b) The City and the Contractor shall each designate, in writing to the other party and within ten days after execution of the contract, representatives who are authorized to examine the Escrow Bid Documents. No other person shall have access to the Escrow Bid Documents.
(c) Access to the Escrow Bid Documents may take place only in the presence of duly designated representatives of both the City and the Contractor, unless the Contractor waives its right to be present by failing to appear at the designated date and time at which the Escrow Bid Documents will be examined.
(d) The City will provide 48 hours’ notice before opening or examining the bid documents.

If the Contractor does not respond or does not send a representative, the City will examine the documents without the Contractor being present.

The Escrow Bid Documents will be returned to the Contractor at such time as the contract has been completed, all claims have been resolved, and final payment has been accepted by the Contractor. The Contractor shall pick up the Escrow Bid Documents from the City within 14 days of written notice.

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SECTION 3. AWARD AND EXECUTION OF CONTRACT

3.01 GENERAL
The Bidder's attention is directed to the provisions in Section 3, “Contract Award and Execution," of the Standard Specifications and these Special Provisions for the requirements and conditions concerning award and execution of Contract.

3.02 AWARD OF CONTRACT
The award of the Contract, if it be awarded, will be to the lowest responsive and responsible bidder whose bid complies with all the requirements prescribed. See Bid Form for details. Bidders whose contractor performing pipe bursting are disqualified, will be determined nonresponsive and their bid will be rejected.

3.03 EXECUTION OF CONTRACT
The Contract shall be executed by the successful bidder and shall be returned, together with the Guaranty, the payment and performance bonds, and the insurance certificate(s) and endorsement(s) to the City within TEN (10) business days, not including Saturdays, Sundays and legal holidays, after the successful bidder has received the Contract for execution. Failure to do so shall be just cause for forfeiture of the successful bidder’s bond. The executed contract documents shall be delivered to the following address:

City of Grover Beach Department of Public Works
154 S. 8th Street
Grover Beach, CA 93433

3.04 CONTRACT BONDS

3.04-A PERFORMANCE BOND. The Contractor shall furnish a surety bond as security for the faithful performance of this Contract by the Contractor in an amount equal to one hundred percent (100%) of the Contract price.

3.04-B PAYMENT BOND. The Contractor shall furnish a surety bond as security for the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract and shall contain all the provisions required by law, in the amount of one hundred percent (100%) of the Contract price.

3.05 CITY BUSINESS TAX CERTIFICATE AND ENCROACHMENT PERMIT The Contractor and all subcontractors shall obtain a City of Grover Beach Business Tax Certificate and pay all related fees. The Contractor will also be required to obtain an encroachment permit from the City but fees will be waived.

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SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION,

LIQUIDATED DAMAGES, HOURS OF WORK, NIGHT WORK,

AND SCHEDULED SUSPENSION
Attention is directed to the provisions in Section 8-1.04, "Start of Job Site Activities," Section 8-1.05, "Time," Section 8-1.06, “Suspensions,” and Section 8-1.10, "Liquidated Damages," of the Standard Specifications and these Special Provisions.

A Preconstruction Conference (reference: Standard Specification 8-1.03) will be required not less than seven (7) days prior to any construction. This meeting will include the City of Grover Beach, the City’s Authorized Agents (when applicable, the project management, construction management, and/or design engineering), the Contractor, and necessary subcontractors. Utility companies who have assets within the work zone will be invited to this conference meeting.

The Contractor shall submit in accordance with Standard Specification 5-1.23 to the Engineer the following required submittals at or before the Pre-Construction Conference meeting:
▪ Baseline Construction Schedule
▪ Water Pollution Control Plan
▪ Traffic Control Plan
These submittals will be reviewed and processed by the Engineer per the referenced Standard Specification.

The City will prepare conformed contract documents by incorporating bid addenda into the bidding documents. The City will provide the Contractor with three (3) full-size prints of the conformed Plans and three (3) complete Specification books. Additional quantities of the contract document plans and/or Specifications can be furnished by the City at reproduction cost. Softcopies of these documents in PDF format are available from the Engineer upon the Contractor’s submittal of a Request for Information (RFI).

The Contractor shall begin Work within THIRTY (30) calendar days after the Contract has been awarded by the City Council. The City may issue a Notice to Proceed that reflects this deadline for commencing the Work.

The Work shall be diligently prosecuted to completion before the expiration of ONE HUNDRED FORTY (140) working days beginning on the 30
th calendar day after approval of the Contract. The City may issue a Notice to Proceed that reflects this duration for Contract time.

Liquidated delay damages for the City based on Contractor’s failure to achieve Completion within the above number of working days shall be ONE THOUSDAND DOLLARDS ($1,000) per calendar day, and they shall accrue automatically. as provided in the Special Provisions.

Hours of work shall be 7:00 a.m. to 5:00 p.m. on working days unless night work is approved by the City Engineer in writing.

Night work may be allowed between the hours of 10:00 p.m. and 6:00 a.m. when approved in writing by the City Engineer. Requests for night work shall be submitted to the Engineer no later than 96-hours before the date of the night work starts. No additional compensation will be allowed for night work.

Scheduled suspension of the work shall occur during the time(s) identified below, and the Contractor shall provide for a smooth and unobstructed passageway through the work during the suspension, said passageway shall be included within the cost of the project. ▪ Scheduled Suspension Dates: NONE
Refer to Standard Specifications 8-1.06, “Suspensions” for other related suspensions.

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SECTION 5. GENERAL

5.01 SUBCONTRACTING AND SUPERINTENDENCE
Attention is directed to Section 5-1.13, "Subcontracting," Section 7-1.07, "Legal Actions Against the Department," and Section 5-1.16, "Representative," of the Standard Specifications and these Special Provisions.

The Contractor shall give his personal attention to the fulfillment of the Contract and shall keep the Work under his control. No subcontractor will be recognized as such, and all persons engaged in the Work of construction will be considered as employees of the Contractor.

The "List of Subcontractors," which is part of the proposal, shall be completed listing all subcontractors who will perform any of the Work under this Contract.

Attention is directed to the requirement in said Section 5-1.16, “Representative,” that the Contractor designate in writing an authorized representative with authority to act for the Contractor and that said representative shall be present at the site of the Work while work is in progress.

5.02 LEGAL ACTIONS AGAINST THE CITY
Attention is directed to Section 7-1.07, "Legal Actions Against the Department," of the Standard Specifications for the requirements should litigation be brought against the City concerning compliance by the City with STATE or Federal laws, rules or regulations applicable to the Work.

5.03 AUTHORITY OF THE ENGINEER
In accordance with Section 5-1.03, "Engineer’s Authority," of the Standard Specifications, the Engineer shall decide all questions regarding the Work and shall have authority to enforce and make effective his decisions.

5.04 INSPECTION
The Contractor's attention is directed to Section 5, "Control of Work," of the Standard Specifications and these Special Provisions.

Should the Contractor desire to work on a Saturday, a Sunday or a designated holiday, or between the hours of 5:00 p.m. and 7:00 a.m., then issue a written submittal to the Engineer of the intent to do so at least five (5) calendar days prior to commencing said work. Should the Contractor perform any work in violation of this paragraph, the work shall be uncovered, exposed, tested and measured at the expense of the Contractor to the extent required by the Engineer in order to ascertain conformance with the plans and specifications. Any of said work which cannot be properly inspected for conformance will be rejected.

Designated legal holidays are: January 1st, Martin Luther King’s Birthday, the second and third Monday in February, the last Monday in May, July 4th, the first Monday in September, Columbus Day (day observed), Veteran’s Day, Thanksgiving Day, the day after Thanksgiving Day and December 25th. When a designated legal holiday falls on a Saturday or a Sunday, the preceding Friday or the following Monday, respectively, shall be a designated legal holiday.

5.05 VALUE ENGINEERING
Attention is directed to Section 4-1.07, “Value Engineering,” of the Standard Specifications.

5.06 EXCAVATION SAFETY PLANS AND PERMIT
Attention is directed to the provisions in Sections 6500 through 6509 and Section 6705 of the STATE LABOR CODE and in Section 7-1.02K(6)(b), “Excavation Safety,” of the Standard Specifications. Prior to constructing trenches or excavations five feet (5’) or more in depth, the Contractor shall obtain a permit from the STATE OF CALIFORNIA, Division of Industrial Safety, as required by said Section 6500.

Full compensation for complying with this section shall be considered as included in the Contract prices paid for the items of Work to which said plans and permit relate and no separate payment will be made therefore.

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5.07 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE
Attention is directed to Section 5-1.36, "Property and Facility Preservation," of the Standard Specifications and these Special Provisions.

The Contractor shall be responsible for any liability imposed by law and by the Standard Specifications.

The Contractor shall protect existing improvements, adjacent property and roadside trees and shrubs, and shall erect tree protection fencing as directed.

The City does not anticipate any work in private property. If the contractor needs access to private property in order to do the work, the contractor must notify the City as soon as possible. The City will work with the property owner(s) to obtain a Temporary Construction Easement (TCE) at the addresses identified by the Contractor to allow access to the private property for the work to be done. The Contractor is not authorized to access the private property(ies) until the TCE has been fully executed and a copy distributed to the Contractor. The Contractor shall coordinate with the ENGINEER regarding the TCE’s.

5.08 INDEMNIFICATION AND INSURANCE

5.08-A INDEMNIFICATION. Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless the City of Grover Beach, and all officers, officials, employees, authorized agents, and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with Contractor's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Contract, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both City and Contractor, or should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsels fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees, authorized agents, and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Contract.

Contractor obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee; however, without affecting the rights of City under any provision of this Contract, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.

The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the CIVIL CODE.

5.08-B LIABILITY INSURANCE. The provisions of said Section 7-1.05 “Indemnification,” of the Standard Specifications regarding the retention of funds to cover claims or suits for damages shall not apply.

Prior to the beginning of and throughout the duration of the Work, Contractor and its subcontractors shall maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth herein, Contractor agrees to amend, supplement or endorse the existing coverage to do so.

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Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to Contractor or its subcontractors in excess of the limits and coverage identified in this Contract and which is applicable to a given loss, claim or demand, will be equally available to City.

Contractor shall provide the following types and amounts of insurance:

Without limiting Contractor’s indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City.

General liability insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage, and a $2,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.

Automobile liability insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.

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

Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its officers, authorized agents, employees, and volunteers.

Pollution liability insurance. Environmental Impairment Liability Insurance shall be written on a Contractor’s Pollution Liability form or other form acceptable to City providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. All activities contemplated in this Contract shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.

Products/completed operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent Contractors. If the insured is using subcontractors, the Policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage.

Policy shall specifically provide for a duty to defend on the part of the insurer. The City, its officials, officers, authorized agents, and employees, shall be included as insureds under the policy.

Proof of insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s risk manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. City reserves the right to require complete, certified copies of all required insurance policies, at any time.

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Duration of coverage. Contractor shall procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by Contractor, his agents, representatives, employees or subcontractors. Contractor must maintain general liability and umbrella or excess liability insurance for as long as there is a statutory exposure to completed operations claims. City and its officers, officials, employees, and authorized agents shall continue as additional insureds under such policies.

Primary/noncontributing. Coverage provided by Contractor shall be primary and any insurance or selfinsurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.

City’s rights of enforcement. In the event any policy of insurance required under this Contract does not comply with these requirements or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Contract.

Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s risk manager.

Waiver of subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, authorized agents, officials, employees, and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors.

Enforcement of Contract provisions (non estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.

Requirements not limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

Notice of cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

Additional insured status. General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, authorized agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.

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Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing.

Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions.

Pass through clause. Contractor agrees to ensure that its sub-consultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review.

City’s right to revise requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving the Contractor a ninety (90) day advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.

Self-insured retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City.

Timely notice of claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Contract, and that involve or may involve coverage under any of the required liability policies.

Additional insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the Work.

5.09 LABOR

5.09-A GENERAL. Attention is directed to the provisions of Section 7, "Legal Relations and Responsibility," of the Standard Specifications regarding labor, to the California Labor Code, and to these Special Provisions.

5.09-B PREVAILING WAGE. Attention is directed to Section 7-1.02K(2), “Wages,” of the Standard Specifications and as stated in the Notice to Bidders and Agreement.

The Project is a public work, the Work shall be performed as a public work and under California Labor section Code 1770 et seq., the Director of Industrial Relations has determined the general prevailing rate of per diem wages and the general prevailing rate for holiday and overtime work in the locality in which the work is to be performed, for each craft, classification or type of worker needed to execute this Contract. The general prevailing wage rates determined by the Director of Industrial Relations are available at: http://www.dir.ca.gov/DLSR/PWD
Per diem wages shall be deemed to include employer payments for health and welfare, pension, vacation, apprenticeship or other training programs, and similar purposes. The rate of prevailing wage for any craft, classification or type of workmanship to be employed on this Project is the rate established by the applicable collective bargaining agreement which rate so provided is hereby adopted by reference and shall be effective for the life of this Agreement or until the Director of the Department Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 49 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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of Industrial Relations determines that another rate be adopted. It shall be mandatory upon the Contractor and on any subcontractor to pay not less than the said specified rates to all workers employed in the execution of this Agreement. Contractor shall post on site all required job site notices as prescribed by regulation.

The Contractor and any subcontractor under the Contractor as a penalty to the City shall forfeit not more than Two Hundred Dollars ($200.00) for each calendar day or portion thereof for each worker paid less than the stipulated prevailing rates for such work or craft in which such worker is employed. The difference between such stipulated prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor.

Pursuant to Labor Code section 1776, the Contractor and each subcontractor shall keep or cause to be kept an accurate record of performance of the Work showing the names, addresses, social security numbers, work classification, straight time and overtime hours worked and occupations of all laborers, workers and mechanics employed by them in connection with the performance of this Contract or any subcontract thereunder, and showing also the actual per diem wage paid to each of such workers, which records shall be open at all reasonable hours to inspection by the City, its officers and agents and to the representatives of the Division of Labor Standards Enforcement of the State Department of Industrial Relations. Contractor and subcontractors shall comply with Labor Code section 1776.

5.09-C LABOR DISCRIMINATION. Attention is directed to Section 1735 of the Labor Code.

5.09-D DEPARTMENT OF INDUSTRIAL RELATIONS – COMPLIANCE MONITORING AND REGISTRATION. Public works projects shall be subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Owner shall not enter into any contract without proof of the Contractor’s current registration to perform public work under Labor Code section 1725.5. The Contractor shall not enter into any subcontract without proof of the subcontractor’s current registration to perform public work under Labor Code section 1725.5. For all projects over Twenty-Five Thousand Dollars ($25,000), a contractor or subcontractor shall not be qualified to enter into, or engage in the performance of, any contract of public work (as defined by Division 2, Part 7, Chapter 1 (§§1720 et seq.) of the Labor Code) unless currently registered and qualified under Labor Code section 1725.5 to perform public work.

5.09-E WORKING HOURS. In accordance with the provisions of California Labor Code sections 1810 to 1815, inclusive, the time of service of any worker employed by the Contractor or a subcontractor doing or contracting to do any part of the work contemplated by this Agreement is limited and restricted to eight hours during any one calendar day and forty hours during any one calendar week, provided, that work may be performed by such employee in excess of said eight hours per day or forty hours per week provided that compensation for all hours worked in excess of eight hours per day, and forty hours per week, is paid at a rate not less than one and one-half (1½) times the basic rate of pay. The Contractor and every subcontractor shall keep an accurate record showing the name of and the actual hours worked each calendar day and each calendar week by each worker employed by them in connection with the work. The records shall be kept open at all reasonable hours to inspection by representatives of the Owner and the Division of Labor Law Enforcement. The Contractor shall as a penalty to the Owner forfeit Twenty-five Dollars ($25.00) for each worker employed in the execution of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day, and forty hours in any one calendar week, except as herein provided.

5.09-F APPRENTICES. The Contractor agrees to comply with Chapter 1, Part 7, Division 2, sections 1777.5 and 1777.6 of the California Labor Code, which are hereby incorporated and made a part hereof.

These sections require that contractors and subcontractors employ apprentices in apprenticeable occupations in a ratio of not less than one hour of apprentice’s work for each five hours of work performed by a journeyman (unless an exemption is granted in accordance with section 1777.5) and that contractors Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 50 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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and subcontractors shall not discriminate among otherwise qualified employees as indentured apprentices on any public works solely on the ground of sex, race, religious creed, national origin, ancestry or color. Only apprentices as defined in Labor Code section 3077, who are in training under apprenticeship standards and who have signed written apprentice agreements, will be employed on public works in apprenticeable occupations. The responsibility for compliance with these provisions is fixed with the Contractor for all apprenticeable occupations.

5.10 NOISE CONTROL
The Contractor's attention is directed to Section 14-8.02, "Noise Control," of the Standard Specifications and to these Special Provisions.

The noise level from the Contractor's operations, between the hours of 7:00 a.m. and 7:00 p.m., shall not exceed 86dB(A) at a distance of fifty feet (50'). This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.

Said noise level requirement shall apply to all equipment on the job or related to the job, including, but not limited to trucks, transit mixers or transit equipment that may or may not be owned by the Contractor.

The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.

Full compensation for conforming to the requirements of this section shall be considered as included in the Contract prices paid for the various items of Work involved and no additional compensation will be allowed therefore.

5.11 PROJECT APPEARANCE
The Contractor shall maintain a neat appearance to the Work. In any area visible to the public, the following shall apply.

When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly.

The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms or falsework that are to be reused shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be reused shall be disposed of concurrently with their removal.

Equipment for use on the project shall be stored on side streets away from business frontages and shall be removed and stored at the Contractor’s own yard if not in use for more than five working days. The Contractor may secure a staging area on private property if the Contractor makes arrangements to secure access to private property for staging during the Work.

Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in the Contract prices paid for the various items of Work involved and no additional compensation will be allowed therefore.

5.12 GUARANTY AND BONDS
A material guaranty for a period of twelve (12) months from the date of Contract acceptance as notified in writing by the DIRECTOR for all the items of Work as designated in the Engineer's Estimate will be required prior to commencement of the Work and shall conform to the provisions in Section 6-3.06, "Guarantee," of the Standard Specifications. A guaranty form for this purpose is included in the bid package documents.

Full compensation for furnishing the guaranty and bonds will be considered as included in the Contract price and no additional compensation will be allowed therefore.

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5.13 SUBCONTRACTING
No subcontract releases the Contractor from the Contract or relieves the Contractor of their responsibility for a subcontractor's work.

If the Contractor violates Public Contract Code Section 4100 et seq., the City of Grover Beach may exercise the remedies provided under Public Contract Code Section 4110. The City of Grover Beach may refer the violation to the Contractors State License Board as provided under Public Contract Code Section 4111.

The Contractor shall perform work equaling at least 30 percent of the value of the original total bid with the Contractor’s own employees and equipment, owned or rented, with or without operators.

Each subcontract must comply with the Contract.

Each subcontractor must have an active and valid State contractor's license with a classification appropriate for the work to be performed (Business and Professions Code, Section 7000 et seq.).

Each subcontractor must have an active and valid California Department of Industrial Relations (DIR) Registration number appropriate for the work to be performed.

Submit copies of subcontracts upon request by the Engineer.

Before subcontracted work starts, submit a Subcontracting Request form.

Do not use a debarred contractor; a current list of debarred contractors is available at the Department of Industrial Relations' Web site.

Upon request by the Engineer, immediately remove and not again use a subcontractor who fails to prosecute the Work satisfactorily.

Each subcontract and any lower tier subcontract that may in turn be made shall include the "Required Contract Provisions Federal-Aid Construction Contracts" in Section 7-11.1 of the Standard Specifications.

Noncompliance shall be corrected. Payment for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the Contract.

5.14 TRAFFIC CONTROL PLAN
Attention is directed to the provisions in Section 7-1.03, "Public Convenience," of the Standard Specifications and these special provisions. One lane of traffic in each direction shall be open at all times during the Work except for very short periods when needed to move equipment or materials. Side streets may be closed upon City Engineer approval of a traffic control plan prepared by the Contractor.

Full road closures for any extended period of time will only be approved after City Engineer approval of a traffic control detour plan prepared by the Contractor.

If at any time during the Work or during any scheduled delays the Contractor fails to maintain traffic control signs and delineators, the City may contract directly for the work and all costs including 15% administrative fees will be deducted from payment due the Contractor.

5.15 PUBLIC CONVENIENCE
Attention is directed to the provisions in Section 7-1.03, "Public Convenience," of the Standard Specifications and these Special Provisions.

The Contractor shall schedule and conduct his work so as to limit inconvenience to businesses located in or near the Work zone. Access to businesses shall be available at all times unless otherwise approved by the City Engineer. On-street parking shall be opened to the public when not in conflict with the day’s Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 52 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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scheduled work. Public traffic shall be permitted to pass through the Work at all times during construction unless otherwise approved by the City Engineer. During nights, weekends or other times when the Contractor is not on site working and when traffic is routed on a travel area next to a drop off of more than 1-inch the Contractor shall backfill the adjacent excavation with compacted base material to within 1-inch of the traveled way surface a minimum of 3-feet outside of the traveled way and shall maintain delineators at the edge of the traveled way. Minimum traveled way shall be 11-feet. Upon approval by the City Engineer, traffic may be routed onto compacted base. The Contractor shall provide reduced speed signs, shall inspect the traveled way twice daily and shall water and maintain the base free of ruts and depressions.

The Contractor shall prepare 3-feet x 3-feet signs, reflective blue letters on white background indicating that businesses are open during construction. One sign shall be placed in each direction ahead of the Work on temporary barricades or sign posts installed and maintained by the Contractor.

The Contractor shall provide changeable message signs in each direction ahead of the Work beginning 10 days prior to construction and continuing for 30-calendar days while the work is in progress. The message indication shall include “Roadwork, Expect Delays” and the duration of the Work.

The Contractor shall inspect and maintain all construction signs and delineators twice daily during the closures or suspension identifiedabove.

Full compensation for public convenience will be considered as included in the Contract price or prices paid for the items of Work involved and no additional compensation will be allowed therefore.

5.16 FACILITIES (UNDERGROUND AND/OR ABOVEGROUND)
The information and data shown or indicated in the contract documents with respect to existing underground and/or aboveground facilities at or contiguous to the site is based on information and data furnished by the owners of such underground and/or aboveground facilities, including the City, or by others. Unless it is otherwise expressly provided in the Special Provisions:
• City shall not be responsible for the accuracy or completeness of any such information or data; and
• The cost of all of the following shall be included in the Contract price paid for various items of Work involved and no separate additional payment will be made therefore and the Contractor shall have full responsibility for:
o Reviewing and checking all such information and data; o Locating via potholing all underground facilities shown or indicated in the contract documents. Contractor shall determine the location and depth of all utilities via potholing, including service connections, which have been marked by the respective utility owners and which may affect or be affected by the Contractor’s operations. Full compensation for such Work shall be considered as included in Contract price; o Coordination with all utility service providers for Work affecting their facilities; and o The safety and protection of all such underground and/or aboveground facilities and repairing any damage thereto resulting from the Work.
• If an underground facility is uncovered or revealed at or contiguous to the site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the contract documents, Contractor shall, promptly, but in no case more than five (5) Days after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency), identify the owner of such underground facility and give written notice to that owner and to City. City will promptly review the underground facility and determine the extent, if any, to which a change is required in the contract documents to reflect and document the consequences of the existence or location of the underground facility. During such time, the Contractor shall be responsible for the safety and protection of such underground facility.

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The Contractor shall review the pothole data they collect and determine the proper methods to achieve required compaction over utility lines without damaging the existing facilities.

The Contractor shall review the pothole data they collect prior to purchasing any and all valves, couplings, fittings, restraints, or any other components and appurtenances necessary for connections to existing utilities. The Contractor shall expect to work with various existing pipe materials, including but not necessarily limited to steel, asbestos cement, ductile iron, and PVC; therefore, the potholing information needed to be collected shall include any and all dimensions necessary for the successful and water-tight connection with the existing facilities. All potholing data shall be collected a minimum of fifteen (15) working days before the utility improvement work is scheduled to be performed to allow sufficient time for the Contractor’s parts to be ordered and delivered. Furthermore, the minimum of fifteen (15) working days is necessary to accommodate any redesign effort by the City should differing site conditions of underground facilities be encountered. Full compensation for such Work shall be considered as included in Contractor’s Bid price.

When underground utility work is part of this Contract, then the Contractor shall review the pothole data prior to purchasing any fittings, restraints, or other components necessary for connections to existing utilities.

The following is contact information for utility companies having infrastructure within the City is provided as reference to the Contractor.

Utility Company Contact Name e-mail
Phone (805)
Area Code Address
Electrical PG&E Denise Clarke [email protected] 805-546-5272 4325 S. Higuera SLO, 93401
Phone AT&T Neil Zakaria [email protected] 805-546-7012 196 Suburban Rd SLO, 93401
Fiber/Phone Charter Tim Lindsay [email protected] 805-544-1962, X 3353
7555 San Luis Ave
Atascadero, CA 93422
Fiber Astound Shawn Thomas [email protected] 805-548-8070 711 Tank Farm Rd #210 San Luis Obispo, CA
93401
Oil Phillips 66 Leo Martinez [email protected] 805-226-2656 1232 Park St, Ste 300 Paso Robles, 93446
Gas So Cal Gas Scott Hale [email protected] 805-681-7939 750 Industrial Way SLO, 93401
Water/Sewer Grover Beach Public Works
Department
[email protected] 805-473-4530 154 S. 8th St
Grover Beach, 93433

5.17 ORDER OF WORK
The Contractor shall arrange his work order and schedule to provide the least possible disruption to business and on-street parking access.

5.18 DIFFERING SITE CONDITIONS

5.18-A CONTRACTOR'S NOTIFICATION. Contractor shall promptly notify the City’s Engineer if either of the following conditions are found:

1. Physical conditions differing materially from either of the following:
• Contract documents
• Job site examination

2. Physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the Work provided for in the Contract.

Contractor shall provide in writing details explaining the information relied upon and the material differences discovered.

If Contractor fails to promptly notify the Engineer, then Contractor waives the differing site condition claim for the period between the discovery of the differing site condition and when notification was provided to the Engineer.

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If Contractor disturbs the site after discovery and before the Engineer's investigation, the Contractor waives the differing site condition claim.

5.18-B ENGINEER'S INVESTIGATION AND DECISION. Upon Contractor’s notification, the Engineer investigates job site conditions and:

1. Notifies the Contractor whether to resume affected work.

2. Decides whether the condition differs materially and is cause for an adjustment of Contract time, Contract price, or both.

5.19 COOPERATION
Should construction be underway by the City, other agencies, utility providers, or other contractors within or adjacent to the limits of Work specified or should work of any other nature be underway by other forces within or adjacent to said limits, then Contractor shall cooperate with all such other contractors or other forces to the end that any delay or hindrance to their work will be avoided. The City reserves the right to perform other or additional work at or near the site at any time, by the use of other forces.

When necessary, Contractor shall so conduct operations as to permit access to the site and provide time for utility work to be accomplished during normal work hours during the progress of the Work.

During the progress of the Work under this Contract, these projects may be in progress within or near the Work area of this Contract.

Responsible Party Location Type of Work Contact Information City of Grover Beach Ramona Garden Park
Measure K-14 Street
Projects
N. 4th Street Rehabilitation
Park Rehabilitation
Street Repairs &
Rehabilitation
Street Rehabilitation
Public Works
*All project information:
www.groverbeach.org

5.20 COMPLETION OF THE WORK OF IMPROVEMENTS
Upon completion of the work of improvements, including final cleanup, punch list work, other corrective work, and all contractual obligations, the Contractor shall submit a signed written affidavit that states (A) that completion of the Work has occurred, (B) the date of such completion, and (C) that the Project’s Work is ready for final inspection. Within 30 calendar days after receipt of the signed written affidavit, the Engineer will inspect the work and will either (1) reject the affidavit’s recommendation of the date of completion of the work of improvements and that the work zone is ready for final inspection and Contract acceptance, specifying the defective and/or incomplete portions of the work, or (2) accept the affidavit and state the date of actual completion. The Engineer may elect to submit a request to the City for acceptance by the City Council. The City may elect to record a notice of completion with the County.

If the Engineer rejects the signed written affidavit that the completion of the work of improvements has occurred, then the Contractor shall promptly remedy the defective and/or incomplete portions of the work.

Thereafter, the Contractor shall give the Engineer a revised written signed affidavit that the completion of the work of improvements has occurred and a new date based on when the defective and/or incomplete portions of the work were corrected. The foregoing procedure shall apply successively thereafter until the Engineer accepts the affidavit and requests to the City for the Director’s written notice of Contract acceptance and establish the Contract acceptance date.

5.21 THIRD-PARTY CLAIM
The City shall give Contractor timely notice of any third-party claim related to the Contract.

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5.22 TRENCHING
Pursuant to Public Contract Code section 7104, when any excavation or trenching extends greater than four feet below the surface:

The Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, if any:
(1) Material that the Contractor believes may be material that is hazardous waste, as defined in California Health and Safety Code section 25117, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with the provisions of existing law. (2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids. (3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents.

The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in the Contract Documents.

In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from the Completion Date provided for by the Contract Documents, but shall proceed with all work to be performed under the Contract Documents. The Contractor shall retain any and all rights provided either by the Contract Documents or by law which pertain to the resolution of disputes and protests between the contracting Parties.

5.23 EXISTING UTILITY LINES; REMOVAL AND RELOCATION
Pursuant to Government Code section 4215, the City assumes the responsibility for removal, relocation, and protection of utilities located on the site at the time of commencement of construction under this Agreement with respect to any such utility facilities which are not identified in this Agreement, the plans and specifications. The Contractor shall not be assessed for liquidated damages for delay in completion of the Project caused by failure of the City to provide for removal or relocation of such utility facilities.

City shall compensate the Contractor for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, removing or relocating such utility facilities, and for equipment necessarily idle during such work.

5.24 ASSIGNMENT OF ANTI-TRUST CLAIM.

Pursuant to Government Code section 4552, in entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the Contractor or subcontractor offers and agrees to assign to the owner all rights, title, and interest in and to all causes of action it may have under section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2 [commencing with section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the Parties. If the City receives, either through judgment or settlement, a monetary recovery for a cause of action assigned under Chapter 11 (commencing with section 4550) of Division 5 of Title 1 of the Government Code, the assignor may, upon demand, recover from the City any portion of the recovery, including treble damages, attributable to overcharges that were paid by the assignor but were not paid by the City as part of the bid price, less the expenses incurred in obtaining that portion of the recovery.

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5.25 AUDIT
Pursuant to and in accordance with the provisions of Government Code section 8546.7, or any amendments thereto, all books, records, and files of the City, the Contractor, or any Subcontractor connected with the performance of this Contract involving the expenditure of state funds in excess of Ten Thousand Dollars ($10,000.00), including, but not limited to, the administration thereof, shall be subject to the examination and audit of the Office of the Auditor General of the State of California for a period of three (3) years after release of all retention under this Contract. Contractor shall preserve and cause to be preserved such books, records, and files for the audit period. During the progress of the Work and for three (3) years after Completion of the Work, City shall also have the right to an audit of all of Contractor’s books, records, subcontracts, material and equipment contracts, files, and information related to the Contract, and Contractor must cooperate by producing all requested items within seven (7) days.

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SECTION 6. MEASUREMENT AND PAYMENT

6.01 CHANGES
Attention is directed to Section 4-1.05, "Changes and Extra Work," and Section 9-1.04, "Force Account," and 5-1.43 “Potential Claims and Dispute Resolution,” of the Standard Specifications and these Special Provisions. Delete section 5-1.43E of the Standard Specifications.

Any changes will be set forth in a Contract Change Order which will specify, in addition to the work to be done in connection with the change made, adjustment of Contract time, if any, and the basis of compensation for such work. A Contract Change Order is final when the City and Contractor sign the Contract Change Order and the City Council has approved it.

Changes in the work will be transmitted to the Contractor as either a Request for Modification Proposal (RFMP) or a written field order. The RFMP will describe the change in work and request a proposal for change in the contract price and/or time. The Contractor shall promptly prepare the requested modification proposal and return to the Engineer. The Engineer will coordinate with the Contractor for any modifications to the work or the proposed change in contract price and/or time. The outcome of the coordination will be presented within a Contract Change Order. Any contract monetary adjustments constitutes compensation in full on behalf of the contractor and his subcontractors and suppliers for all costs and markup directly or indirectly, including extended overhead, attributable to the change order, for all delays related thereto, and for performance of the change within the time frame stated. Contractor in addition agrees the adjustment to compensation to the base agreement as manifested by this change order represents any and all cost whatsoever related to cumulative impacts or any synergistic effects, whether known or unknown, that may arise out of the work performed under this contract or in conjunction with other work or change orders approved under this agreement. Contractor waives any right to request additional compensation for any reason other than agreed to in accordance with this change order.

A written field order, or other written directive, is a written notice issued by the Engineer which requires minor changes in the work but which does not involve a change in the contract price or contract times.

The purpose of a written field order is to document clarification to the plans and/or specifications. The Contractor shall issue a RFI if the written field order is unclear or if additional information is needed.

The information contained within and/or attached to any RFMP or a field order which change the plans and/or specifications are conveyed to the Contractor typically as a single copy, either in hardcopy or softcopy. The Contractor is responsible for the cost of reproduction and distribution of the materials to their personnel and/or subcontractors. No additional payment will be made for reproduction and distribution costs of documents related to changes.

6.02 PROGRESS PAYMENTS
Attention is directed to Section 9-1.16, "Progress Payments," of the Standard Specifications and these Special Provisions. All progress payment applications and progress payments shall comply with Public Contract Code section 20104.50, which requires (among other things) payment within 30 days of submission of a proper submitted and undisputed payment request.

On or about the last day of each calendar month, the Contractor shall make an estimate of all work under the Contract completed to date. The Contractor shall use his “Progress Pay Estimate” form which shall be used for the estimate and submitted to the Engineer. The Contractor shall make an estimate of all work under the Contract completed to date. The estimate shall be delivered to the Engineer who will verify and, if found correct, will approve such estimates. Said estimates shall include a five percent (5%) retention by the City in accordance with Public Contract Code sections 7201 and 9203.

The final progress payment application shall not be submitted until completion of the Work is confirmed by the Engineer after inspection (see §5.20, above).

Where City staff and equipment are used for work, billing will be done at the hourly billing rate for City staff. City materials and equipment will be billed in compliance with section 9-1.04. Work performed by a third party will be billed at the amount charged to the City for the work plus an additional five percent markup. The total cost-plus markup may be retained from contract or for private work billed to permittee.

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6.02-A OTHER PAYMENT WITHHOLDINGS. The application for progress payment and the payment thereof, or both, may at any time, be withheld or reduced if, in the opinion of the Engineer, the Contractor is not performing the Work in accordance with the Contract in a material respect, diligently and efficiently endeavoring to comply with intent of the Contract, of if the Contractor shall fail to pay his labor and material bills as they become due. In determining whether the Contractor’s failure to perform in accordance with the Contract is material, the Engineer will give consideration, among other factors, to whether the Contractor’s failure to perform endangers the public health, safety, and welfare, and whether the Work is being performed in accordance with the accepted construction schedule.

The City may withhold monies from progress payments and other payments which would otherwise be payable at any time hereunder, and apply the same (or so much as may be necessary therefore) to the payment of expenses, losses, or damages incurred by the City for which the Contractor is liable under the Contract, including but not limited to:

1. Failure of the Contractor to submit or obtain acceptance of a progress schedule, schedule of values, and any updated schedules;

2. Defective or non-conforming work;

3. Costs incurred by the City to correct, repair or replace defective or nonconforming work or to complete the Work;

4. A reasonable doubt that the Work can be completed for the balance then unpaid;

5. A reasonable concern by the City that the materials, equipment or component parts are not in proper operation condition;

6. Liquidated damages that have accrued and that are likely to accrue in the future;

7. Failure to perform in accordance with the Contract;

8. A reasonable concern that cost or liability that may occur to the City as the result of the Contractor’s, subcontractor’s or supplier’s improper acts, omissions, fault, or negligence will cause City to incur cost, expenses or liability (even if City is indemnified for such cost, expense or liability);

9. Deduction in Work;

10. Failure of the Contractor to repair damaged materials, equipment, property, or work;

11. Failure of the Contractor to provide or obtain review of submittals;

12. Failure to pay subcontractors or suppliers;

13. Stop payment notices given to the City by Contractor’s subcontractors and suppliers;

14. Failure to keep record plans/documents (e.g. as-built drawings) up to date subject to a monthly inspection by the Engineer;

15. Failure to comply with all applicable federal, state, and local laws, statutes, regulations, codes, licenses, easements, and permits:

16. Failure to obtain and maintain applicable permits, insurance, and bonds; and

17. Failure to comply with the Contract safety requirements.

For withhold items where the dollar amount is estimated (including but not limited to future liquidated damages), the City may withhold 150% of the estimated amount.

6.03 FINAL PAYMENT
Attention is directed to Section 9-1.17, "Payment After Contract Acceptance," Section 9-1.17(2)(b), "Overhead Claims," and Section 9-1.21, "Clerical Errors," and 9-1.22 “Claim Resolution Procedure,” of the Standard Specifications and these Special Provisions.

Replace 2nd paragraph in section 9-1.17C with:

Submit either a written acceptance of the proposed final progress payment estimate or a claim statement postmarked or hand delivered before the 31st day after receiving the proposed final progress payment estimate.

Delete 3rd paragraph in section 9-1.17C.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 59 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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9-1.17D Final Payment and Claims
9-1.17D(1) General
Replace section 9-1.17D(1) with:

If you accept the proposed final progress payment estimate or do not submit a claim statement within 30 days of receiving the proposed final progress payment estimate, the Engineer will process the proposed final progress payment estimate for payment. The final progress payment will be paid pursuant to Public Contract Code section 20104.50. A notice of completion may be recorded by the City pursuant to Civil Code sections 9200 et seq. This final progress payment estimate and payment is conclusive except as specified in sections 5-1.27, 6-3.06, and 9-1.21.

If you submit a claim statement within 30 days of receiving the Engineer's proposed final progress payment estimate, the Engineer furnishes a semifinal progress payment estimate to the Contractor and the City pays the amount due pursuant to Public Contract Code section 20104.50. The semifinal progress payment estimate is conclusive as to the amount of work completed and the amount payable except as affected by the claims or as specified in sections 5-1.27, 6-3.06, and 9-1.21. 9-1.17D(2) Claim Statement
9-1.17D(2)(a) General
Add to section 9-1.17D(2)(a).

Each timely claim or claim statement must show the following:

1. The identification number

2. Date the Initial Potential Claim was furnished to the Engineer

3. Date the Supplemental Potential Claim was furnished to the Engineer

4. The final amount of additional payment requested

5. Attach a copy of the Full and Final Potential Claim Record If a claim or claim statement is not timely submitted, Contractor shall have completely waived any right to later submit a change order request or claim on that issue, or to later pursue any additional money or time in any manner related to that issue, regardless of the merits. Contractor will not have satisfied a condition precedent or exhausted administrative remedies.

Submit claims to:

Greg Ray, Public Works Director/City Engineer
154 S. 8th Street
Grover Beach, CA 93433
9-1.17D(2)(b) Overhead Claims
Replace 6th paragraph in section 9-1.17D(2)(b) with:

The CPA's audit must be performed as an examination-level engagement under the attestation engagements in the Government Auditing Standards published by the Comptroller General of the United States. The CPA’s audit report must express an opinion whether or not your calculations of your actual field and home office overhead daily rates comply with section 9-1.17D(2)(b). The attest documentation prepared by the CPA in connection with the audit must be reproduced and submitted for review with the audit report.
9-1.17D(2)(d) Waiver
Add to 1st paragraph in section 9-1.17D(2)(d).

You did not comply with applicable notice or protest requirements including but not limited to:
section 4-1.06
section 5-1.06
section 5-1.42
section 8-1.07
9-1.17D(3) Final Determination of Claims
Delete 6th paragraph in section 9-1.17D(3)
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 60 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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9-1.22 CLAIM RESOLUTION PROCEDURE
Replace section 9-1.22 with:

Each timely claim statement submitted by Contractor to the City shall be handled by the parties pursuant to the procedures in Public Contract Code section 9204(d), including but not limited to a written response from the City within 45 days, an informal conference if requested by contractor, and a mediation if the informal conference did not resolve the dispute.

The procedures of Public Contract Code section 20104 et seq. may also apply, but only to the extent that they do not conflict with the procedures of Public Contract Code section 9204(d).

Prerequisite Documentation Required Prior to Issuing Final Progress Payment. In additional to the requirements for Final Progress Payment set forth in the other contract documents, the Final Progress Payment shall not become due to the Contractor until the following has been submitted to the Engineer (Note: the Engineer reserves the right to not requirement any of the below submittals which the Engineer determines, in his/her sole discretion, is not applicable to a particular project):

1. A full, complete and proper Final Application for Progress Payment showing the proposed total amount due the Contractor, segregated as to Contract quantities, changes in the work, and other basis for payments; deductions made or to be made for prior payments; amounts to be retained; any Claims the Contractor intends to file at that time or a statement that no Claims will be filed; and any unsettled Claims, stating amounts;

2. Written consent of surety(ies) to Final Progress Payment;

3. The required as-built drawings of the installed improvements including existing substructures encountered (in reproducible format);

4. Reasonable proof that taxes, fees and similar obligations of Contractor have been paid;

5. Documentation that Contractor has inspected, tested, and adjusted performance of every system or facility of the work to ensure that overall performance is in compliance with terms of the Contract Documents;

6. Reasonable proof that Contractor has discontinued and removed temporary facilities and services from the work zone, along with construction tools and facilities, forms, and similar items except for Contractor’s field office;

7. Reasonable proof that Contractor has provided instructions for the City’s operation personnel on systems and equipment operational requirements;

8. A report on performance of completed installations after adjustment that appear unable to comply with the requirements of the Contract Documents;

9. The operating manuals for operating and maintaining the work; and

10. A copy of all warranties from vendors and subcontractors, operations and maintenance manuals, instructions and related agreements, equipment certifications and similar documents, and maintenance and operating instructions.

No Waiver of Claims by City. The making of the Final Progress Payment, and/or the failure to withhold amounts from the Final Progress Payment, shall not constitute a waiver of any claims by the City including, but not limited to, the following:

1. Unsettled stop payment notices;

2. Faulty or defective work;

3. Failure of the work to comply with the requirements of the Contract Documents;

4. Terms of special warranties required by the Contract Documents; or

5. Any other cause, unless specifically waived by the City in writing.

Waiver of Claims by Contractor. Acceptance of the Final Progress Payment by the Contractor shall constitute a waiver of claims by the Contractor except those previously made properly in writing in accordance with the Contract Documents and identified by the Contractor as unsettled at the time of Final Application for Progress Payment.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 61 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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6.04 PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS The Contractor shall return all monies withheld in retention from a subcontractor within 30 days after receiving release of retention from the City. Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the City’s prior written approval. Any violation of this provision shall subject the violating Contractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor in the event of a dispute involving late payment or nonpayment by the Contractor, deficient subcontract performance, or noncompliance by a subcontractor.

6.05 RELEASE OF RETENTION
The release of retention shall be made pursuant to Public Contract Code Section 7107. Within 60 calendar days after the date of completion (as defined by Section 7107), the retention withheld by the City shall be released. In the event of a dispute between the City and the Contractor (including but not limited to the grounds stated in Section 6.02-A, above), the City may withhold from the release of retention an amount not to exceed one hundred fifty percent (150%) of the disputed amount.

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SECTION 7. REFERENCE INFORMATION

7.01 GEOTECHNICAL INFORMATION
A geotechnical report prepared by Earth Systems Pacific, “Revised Pavement Rehabilitation Recommendation Report”, dated December 23, 2016 is provided in Appendix E.

7.02 REFERENCE INFORMATION AVAILABLE AT THE CITY
The following reference information is available for review at the City of Grover Beach, Department of Public Works, 154 South 8th Street, Grover Beach, California, between the hours of 8:00 a.m. and Noon, and 1:00 p.m. and 4:30 p.m. on business days that the City is open. • City’s Circulation Element of the General Plan (also available on the City’s website) • The Bicycle Master Plan (also available on the City’s website) • Water Atlas
• Sewer Atlas
• Stormwater Atlas (under development, draft available for review at City) • Record drawings of road improvements
• Record drawings of tract developments (limited information available) • City of Grover Beach Quality Assurance Plan
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 63 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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SECTION 8. MATERIALS

8.01 GENERAL
Attention is directed to Section 6-3, "Quality," of the Standard Specifications and these Special Provisions.

All materials required to complete the Work under this Contract, except City-furnished materials as specified in Section 10 of these Special Provisions, shall be furnished by the Contractor.

8.02 TESTING
Testing shall conform to the provisions of Section 6-3, "Quality," of the Standard Specifications and these Special Provisions. Relative compaction tests may be performed by the Engineer in accordance with Test Method No. Calif. 216F, ASTM D 698, ASTM D 1556, ASTM D 1557, ASTM D 2937, ASTM D 2922 and/or ASTM D 2049. Testing frequency and location shall comply with the City of Grover Beach Quality Assurance/Quality Control (QA/QC) program. The Contractor shall provide the number and frequency of samples required by the QA/QC plan.

Full compensation for conforming to this section will be considered as included in the price paid for the Work involving testing and no separate payment will be made therefore.

8.03 FOREIGN MATERIALS
In the event the Engineer desires to witness the testing or perform in-plant inspection of foreign materials and equipment, the full cost of the Engineer's transportation and subsistence connected therewith shall be borne by the Contractor.

Note that the City has no testing facilities of its own and the Contractor shall provide all required facilities for testing foreign materials and equipment.

Full compensation for conforming to this section will be considered as included in the price paid for the Work involving foreign materials and equipment and no separate payment will be made therefore.

8.04 CITY-FURNISHED MATERIALS
Attention is directed to Section 6-2.03, "Department-Furnished Materials," of the Standard Specifications and these Special Provisions.

The City-furnished materials include only the following:
• Water will be provided to the Contractor free of charge at a location to be designated by the Engineer. The Contractor shall submit to the Engineer a RFI requesting for a fire hydrant meter, and indicate an approximate location where to locate the meter. The City will evaluate the request and advise of any alternations of locations if needed.

All other materials required to perform the Work shall be furnished by the Contractor.

8.05 QUALITY ASSURANCE
The City uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. Records and reports of tests the City performs may be examined if they are available at the job site. Contractor shall schedule the work to allow time for QAP testing.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 64 | P a g e CIP 5002 – SEWER SYSTEMS UPGRADE PROJECT
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SECTION 9. DESCRIPTION OF WORK
The Work, in general, consists of furnishing all materials, labor, equipment, tools, transportation and services for SEWER SYSTEM UPGRADE PROJECT, CIP 5002, GROVER BEACH The Base Bid Work includes open trench construction of approximately 316 feet of 8-inch diameter sewer pipe, and 501 feet of 12-inch sewer pipe of existing sewer lines in place with approximately 1,744 feet of 10-inch diameter sewer pipe, and 991 feet of 12-inch diameter sewer pipe using pipe bursting methods.

Work will also include installation of 4 new 48” manholes, 1 new 60” manhole, and the coating of 3 manholes. Sewer bypass pumping will be required for all replacement sections.

The Bid Additive Work – 01 includes open trench construction of approximately 730 feet of 8-inch diameter sewer pipe, and installation of 2 new 48” manholes. Sewer bypass pumping will be required for all replacement sections.

The Bid Additive Work – 02 includes construction of approximately 1,441 feet of 12-inch diameter sewer pipe, and 377 feet of 10-inch diameter sewer pipe using pipe bursting methods. Work also includes reconnection of 54 sewer laterals. Sewer bypass pumping will be required for all replacement sections.

Broken concrete or asphalt or other deleterious material is to become the property of the Contractor and shall be disposed of in accordance with the Standard Specifications.

Such other items and details, not mentioned above, that are required by the plans, Standard Specifications or these Special Provisions shall be performed, placed, constructed or installed.

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SECTION 10. TECHNICAL SPECIFICATIONS
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 City of Grover Beach
CIP 5002 SEWER SYSTEMS UPGRADES PROJECT

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
011100 COORDINATION OF WORK, PERMITS, AND REGULATIONS
012000 MEASUREMENT AND PAYMENT
013216 CPM CONSTRUCTION SCHEDULE REQUIREMENTS
013300 SUBMITTALS
015526 TRAFFIC REGULATION
015800 TEMPORARY SEWAGE BYPASS PUMPING
017410 CLEANING DURING CONSTRUCTION AND FINAL CLEANING
DIVISION 02 – EXISTING CONDITIONS
020120 PROTECTING EXISTING UNDERGROUND UTILITIES
023219 SUBSURFACE UTILITY LOCATING (POTHOLING)
DIVISION 03 – CONCRETE
030130 CONCRETE REPAIR
034210 PRECAST CIRCULAR CONCRETE MANHOLES
DIVISION 09 – COATINGS
099720 CHEMICAL-RESISTANT COATINGS FOR CONCRETE
DIVISION 31 - EARTHWORK
312316 TRENCHING, BACKFILLING, AND COMPACTING
DIVISION 33 - UTILITIES
330130 LEAKAGE AND INFILTRATION TESTING
330131 SANITARY SEWER SYSTEM TELEVISION INSPECTION
330524 PIPE BURSTING AND INSTALLATION OF HDPE PIPE
333112 PVC GRAVITY SEWER PIPE
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 DIVISION 40 – PROCESS INTEGRATION
402097 HDPE PIPE

APPENDIX A- GEOTECHNICAL BORING LOGS AND TEST RESULTS
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

COORDINATION OF WORK, PERMITS, AND REGULATIONS
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
011100-1
SECTION 011100 COORDINATION OF WORK, PERMITS, AND REGULATIONS

1.01 DESCRIPTION
This section generally describes the project and includes work sequence and schedule, Contractor's use of premises, maintenance and operation of existing facilities, permits, and regulations.

1.02 GENERAL NATURE OF WORK
In general, the Work involves construction of approximately 730 feet of 8-inch diameter sewer pipe, replacement of existing sewer lines in place with approximately 2,121 feet of 10-inch diameter sewer pipe, 2,934 feet of 12-inch diameter sewer pipe, and 316 feet of 18-inch diameter sewer pipe.

Approximately 4,554 feet of pipe will be installed using pipe bursting methods.

Work will also include installation of 3 new manholes, installation of 1 cleanout, and the coating of 4 manholes. Sewer bypass pumping will be required for all replacement sections.

1.03 LOCATION OF PROJECT SITE
The project site is located in the City of Grover Beach, California. Sewer system upgrades will be constructed within Manhattan Street, South 4th Street, Rockaway Avenue, North 8th Street, Ramona Avenue, and North 9th Street.

1.04 WORK BY OTHERS
City Projects include CIP 1259 Ramona Garden Park, CIP 2295-17 and/or CIP 2295-19. Refer to the city’s website for project maps.

1.05 WORK SEQUENCE AND SCHEDULE
A. No disruption to existing sewer mains and laterals will be allowed until approval of Sewage Bypass Plan. Contractor to provide notice to the City at least 10 working days prior to performing the work. All work involving disruption of sewage flows shall be done in the presence of authorized City personnel or Owner’s Representative.

B. Access to be provided at all times to the Five Cities Fire Authority Station 68 located at 701 Rockaway Avenue. Contractor to provide sufficient room for emergency vehicles to enter and exit the station along Rockaway Avenue. This shall be adhered to even though no work is proposed on the 700 block of Rockaway Ave. at this time. Same for Section C.

C. Access to be provided at all times to the City of Grover Beach Police Station located at 711 Rockaway Avenue. Contractor to provide sufficient room for emergency vehicles to enter and exit the station along Rockaway Avenue.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

COORDINATION OF WORK, PERMITS, AND REGULATIONS CIP
5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
011100-2

1.06 MAINTENANCE AND OPERATION OF EXISTING FACILITIES
Sewer main must remain in service at all times. Contractor to provide temporary sewage bypassing to keep main in service during the work per Section 015800.

Sewers shall not be allowed to surcharge or operate in such a way that facilities are damaged or risk of sewage spills are increased.

1.07 PRE-CONSTRUCTION VIDEO
The contractor shall video record and document the pre-existing conditions of the pipeline alignment and properties adjacent to the project and submit the recording to the City prior to the start of construction.

1.08 PERMITS
A. The following permits for the permanent work have been obtained by the Owner:

1. NPDES discharge permit for discharging water for leakage testing into storm drains, ditches, or surface waters, as required by the California Water Resources Control Board.

B. Contractor must obtain a no cost Encroachment Permit from the City.

C. Contractor to obtain a Business Tax Certificate from the City.

1.09 RIGHTS-OF-WAY
The construction activities shall be limited to public rights-of-way shown on the drawings unless additional arrangements are made with adjacent property owners. These public rights-of-way shown on the drawings constitute the work area. The Contractor will not be allowed to acquire additional land for construction of the project without consultation and coordination with the Owner. The Contractor shall also coordinate with and obtain the support of residents living or doing business in the immediate area of such land acquisitions.

1.10 WATER POLLUTION CONTROL PLAN
Prepare a Water Pollution Control Plan conforming to the Provisions of Section 13 “WATER POLLUTION CONTROL” of the Standard Specifications, these contract documents, and per the direction of the Owner’s Representatives.

Monitor and inspect the work site per Section 13-1.03B and C of the Standard Specifications. Submit Stormwater Site Inspection Reports to the Owner’s Representative within 24 hours of completing the inspection. Correct any deficiencies found per Section 13-1.03D of the Standard Specifications.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

MEASUREMENT AND PAYMENT
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
012000-10
012000 MEASUREMENT AND PAYMENT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-1
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
SECTION 012000 MEASUREMENT AND PAYMENT

1.01 WORK LISTED IN THE SCHEDULE OF WORK ITEMS
A. Work under this contract will be paid on a unit price or lump-sum basis as outlined on the Bid Form for the quantity of work installed.

B. The unit prices and lump-sum prices include full compensation for furnishing the labor, materials, tools, and equipment and performing all work involved to complete the work included in the contract documents.

C. The application for payment will be for a specific item based on the percentage completed or quantity installed. The percentage complete will be based on the value of the partially completed work relative to the value of the item when entirely completed and ready for service.

1.02 WORK NOT LISTED IN THE SCHEDULE OF WORK ITEMS
A. Items in the Special Provisions, general requirements, and specifications which are not listed in the schedule of work items of the Bid Form are, in general, applicable to more than one listed work item, and no separate work item is provided. Therefore, include the cost of work not listed but necessary to complete the project designated in the contract documents in the various listed work items of the Bid Form.

B. The bids for the work are intended to establish a total cost for the work in its entirety. Should the Contractor feel that the cost for the work has not been established by specific items in the Bid Form, include the cost for that work in some related bid item so that the Proposal for the project reflects the total cost for completing the work in its entirety.

1.03 FURNISHING AND MAINTAINING DEWATERING AND UNWATERING FACILITIES Furnishing and maintaining dewatering and unwatering facilities for diversion and control of water during the contract period will not be paid as a separate item. The costs of furnishing and maintaining such facilities shall be included in the various listed work items of the Bid Form for which the dewatering and unwatering facilities are required.

1.04 BASE BID ITEMS
BID ITEM 1--MOBILIZATION/DEMOBILIZATION
Payment for mobilization (75% of the bid item) shall be made at the time of the first progress payment after the Contractor has purchased bonds and insurance and has moved equipment onsite. Payment for demobilization (25% of bid item) shall be made on a lump sum basis with the final payment estimate.

BID ITEM 2--SHEETING, SHORING, BRACING, AND EXCAVATION SAFETY MEASURES Measurement for payment for sheeting, shoring, bracing, and excavation safety measures shall be on a percent complete basis based on the lump sum amount and shall include full compensation for furnishing the labor, materials, tools, equipment, and performing all work involved for providing sheeting and shoring and bracing for the protection of life and limb and protection of existing utilities, and shall include, but is not limited to: complying with all applicable federal, state, and local regulations; design of shoring and/or bracing by a civil/structural engineer as required; providing jacks, trench boxes, sheets, shoring, piles, etc., as required to comply with the specifications, regulations and the drawings; protecting in place and bracing existing utilities.

BID ITEM 3-TEMPORARY BYPASSING
Measurement for payment for this item shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-2
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
and performing all work involved to implement Temporary Sewage Bypass throughout the project duration in accordance with the Contract Documents including, but not limited to: Installing, operating, and maintaining all power, primary and standby pumps; appurtenances; bypass piping; temporary piping; providing pumper trucks; clean up in the event of a spill; monitoring of bypass equipment; other work necessary to maintain existing sewer flows and services around work areas.

BID ITEM 4--OPEN-TRENCH INSTALLATION OF 18” PS-46 SEWER PIPE - STA 1+02 TO 4+18 (MANHATTAN AVE)
Measurement for payment for this bid item shall be on a lineal foot basis and shall include full compensation for furnishing the labor, materials, tools, equipment, and performing all work involved with installing the pipeline and appurtenances from STA 1+02 to 4+18. This includes but is not limited to pipe, fittings, wyes, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials including asphalt, additional utility investigation, protecting existing facilities, driveway demolition and replacement, and furnishing all labor, materials, tools, and equipment associated with the installation of the PVC (PS-46) sewer line.

BID ITEM 5--PIPE-BURSTING OF EXISTING VCP PIPE TO INSTALL 12” HDPE SEWER PIPE - STA 4+18 TO 7+87 (4TH) AND STA. 35+00 TO 37+52 (8TH)
Measurement for payment will be made as a linear foot unit price for pipe bursting VCP lines as shown in drawings and in accordance with the specifications. Price shall include furnishing all labor, materials, tools, equipment, and doing all work associated with the pipe bursting, including all pipe bedding, backfill material, annulus sealing material, and launching pits. Locating and reconstruction of services and all reconnections of services in the pipe bursting installation segment shall be included in the price for this bid item.

BID ITEM 6--PIPE-BURSTING OF EXISTING 8” VCP PIPE TO INSTALL 10” HDPE SEWER PIPE - STA. 42+53 TO STA 59+97 (9TH)
Measurement for payment will be made as a linear foot unit price for pipe bursting VCP lines as shown in drawings and in accordance with the specifications. Price shall include furnishing all labor, materials, tools, equipment, and doing all work associated with the pipe bursting, including all pipe bedding, backfill material, annulus sealing material, and launching pits. Locating and reconstruction of services and all reconnections of services in the pipe bursting installation segment shall be included in the price for this bid item.

BID ITEM 7--OPEN-TRENCH INSTALLATION OF 12” SDR 35 SEWER PIPE - STA 37+52 TO 38+84 (8TH) AND STA 38+84 TO 42+52 (RAMONA) Measurement for payment for this bid item shall be on a lineal foot basis and shall include full compensation for furnishing the labor, materials, tools, equipment, and performing all work involved with installing the pipeline and appurtenances from STA 37+52 to 38+84 (8TH St) and STA 38+84 to 42+52 (Ramona). This includes but is not limited to pipe, fittings, wyes, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials including asphalt, additional utility investigation, protecting existing facilities, driveway demolition and replacement, concrete cross gutter demolition and replacement, and furnishing all labor, materials, tools, and equipment associated with the installation of the PVC (SDR 35) sewer line.

BID ITEM 8--CONNECTION AT STA 1+02 (MANHATTAN)
Measurement for payment will be made on a lump sum basis, which price shall include all costs for furnishing all labor, materials, and equipment to install new manholes, perform the manhole connection, and channel and shelf reforming as shown on Detail 1 Sheet C-401 in the Drawings.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-3
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
BID ITEM 9--CONNECTION AT STA 4+07 & 4+18 (MANHATTAN)
Measurement for payment will be made on a lump sum basis, which price shall include all costs for furnishing all labor, materials, and equipment to install new manholes, perform the manhole connection, and channel and shelf reforming as shown on Detail 2 Sheet C-401 in the Drawings.

BID ITEM 10--CONNECTION AT STA 42+53 (ROMANA)
Measurement for payment will be made on a lump sum basis, which price shall include all costs for furnishing all labor, materials, and equipment to perform the manhole connection, reconfiguration of drop inlets, and channel and shelf reforming as shown on Detail 4 Sheet C-402 in the Drawings.

BID ITEM 11--CONNECTION AT STA 38+84 (8TH & ROMANA)
Measurement for payment will be made on a lump sum basis, which price shall include all costs for furnishing all labor, materials, and equipment to perform the manhole connection, and channel and shelf reforming as shown on Detail 3 Sheet C-402 in the Drawings.

BID ITEM 12--SEWER MANHOLE – 48IN
Measurement for payment will be made on a unit price per 48 in sewer manhole, which price shall include all costs for furnishing and installing new sewer manholes not associated with connections to existing sewer mains complete, including earthwork, in accordance with the specifications.

BID ITEM 13--SEWER MANHOLE – 60IN
Measurement for payment will be made on a unit price per 60 in sewer manhole, which price shall include all costs for furnishing and installing new sewer manholes not associated with connections to existing sewer mains complete, including earthwork, in accordance with the specifications.

BID ITEM 14--SEWER LATERAL RECONNECTION TO PVC SEWER PIPE Measurement for payment will be made on a unit price per each lateral connection, which price shall include all costs for furnishing the labor, materials, tools, equipment, and performing all work involved with reconnection of existing service laterals. This includes but is not limited to pipe, fittings, wyes, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials, removal and restoration of asphalt pavement, and protecting existing facilities.

BID ITEM 15--SEWER LATERAL RECONNECTION TO HDPE SEWER PIPE Measurement for payment will be made on a unit price per each lateral connection, which price shall include all costs for furnishing the labor, materials, tools, equipment, and performing all work involved with reconnection of existing service laterals. This includes but is not limited to pipe, fittings, electrofusion connections, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials, removal and restoration of asphalt pavement, and protecting existing facilities.

BID ITEM 16—REMOVE AND REPLACE DROP ASSEMBLY
Measurement for payment will be made on a unit price per each Drop Assembly replacement, which price shall include all costs for furnishing the labor, materials, tools, equipment, and performing all work involved with reconnection of existing service laterals. This includes but is not limited to pipe, fittings, electrofusion connections, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials, removal and restoration of asphalt pavement, and protecting existing facilities.

BID ITEM 17--MANHATTAN AVE. TRAFFIC CONTROL
Measurement for payment for traffic control shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-4
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
and doing all the work involved to implement Traffic regulation/control throughout the project duration in accordance with the Contract Documents, City standards, and Caltrans standards.

BID ITEM 18—4ST TRAFFIC CONTROL
Measurement for payment for traffic control shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to implement Traffic regulation/control throughout the project duration in accordance with the Contract Documents, City standards, and Caltrans standards.

BID ITEM 19--8
TH ST. TRAFFIC CONTROL
Measurement for payment for traffic control shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to implement Traffic regulation/control throughout the project duration in accordance with the Contract Documents, City standards, and Caltrans standards.

BID ITEM 20--RAMONA AVE. TRAFFIC CONTROL
Measurement for payment for traffic control shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to implement Traffic regulation/control throughout the project duration in accordance with the Contract Documents, City standards, and Caltrans standards.

BID ITEM 21--9TH ST. TRAFFIC CONTROL
Measurement for payment for traffic control shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to implement Traffic regulation/control throughout the project duration in accordance with the Contract Documents, City standards, and Caltrans standards.

BID ITEM 22--MANHOLE COATING
Measurement for payment will be made on a unit price per each manhole bid, which price shall include all costs for furnishing all labor, materials, and equipment to clean, prep and coat the interior of manholes identified on the Drawings in accordance with the plans and specifications.

BID ITEM 23--RESCUE SHAFTS
This Bid item will not be included in the scope of work without written authorization from the Owner. Payment for this bid item shall be as a unit price per access shaft required. Rescue shafts shall be constructed in accordance with specification sections 330524 and 312316. This includes but is not limited to pipe, fittings, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials including asphalt, additional utility investigation, protecting existing facilities, pavement resurfacing, and furnishing all labor, materials, tools, and equipment associated with the construction of rescue shafts.

BID ITEM 24--WATER POLLUTION CONTROL PLAN
Measurement for payment for this bid item shall be on a lump sum basis. The City requires a Water Pollution Control Plan (WPCP) for all construction projects that pose a threat to water quality during construction operations.

Contractor must coordinate with the City to determine which locations are in high-priority areas. Full compensation for preparation of the Water Pollution Control Plan, including all labor, materials, tools, equipment, best management practices, monitoring, inspection, reporting, correction of deficiencies, and incidentals and conforming to all application provisions of the Standard Specifications and these contract documents and the requirements of the Owner shall be considered as included in the lump sum price for this Bid Item, complete and in place and no additional compensation will be allowed therefor.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-5
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
BID ITEM 25—PAVEMENT TRENCH REPAIR
Measurement for payment for pavement trench repair shall be made on a per ton basis assuming up to a 3-ft wide trench and 8 foot by 8 foot area for new manholes with a full pavement repair section. The minimum asphalt pave back over the trench will be the thickness of the existing asphalt plus 1-inch and shall extend 6-inches beyond edge of trench per City Standard Detail W.8. Existing asphalt section is assumed to be 4-inches thick.

Work shall include full compensation for furnishing the labor, materials, tools, and equipment and performing all work involved in accordance with the Contract Documents including but not limited to removal and disposal of existing pavement, secondary saw cutting, removal and disposal of existing pavement by use of grinder, placement of new pavement, surface finishing, pavement coloring and stamping, connection to existing pavement, preparation prior to placing pavement, pavement restoration, striping and marking per City of Grover Beach Standards and the specifications, and transition to existing pavement grade.

BID ITEM 26—CONSTRUCTION SURVEYING & MONUMENT PRESERVATION Construction Surveying and monument preservation shall conform to the provisions in Section 5, “CONTROL OF WORK,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. The Contractor shall be responsible for all project construction surveying and for reference, replacement and recording of all survey monuments, and shall include this in the bid.

No grade setting, staking or survey services will be performed by the ENGINEER. Surveying shall be performed by a Land Surveyor registered in the State of California. The ENGINEER reserves the right to check the Contractor's work at any time during the project. Checks performed by the ENGINEER will not relieve the Contractor from responsibility to properly locate and construct the Work in accordance with these Contract Documents.

All stakes shall be set to the tolerances defined in the most current edition of the Caltrans Survey Manual. Stakes must be set to the minimum spacing defined in the Caltrans Survey Manual or to the satisfaction of the ENGINEER.

Detailed construction staking cut-sheets and shall be submitted to the ENGINEER along with a point plot showing the locations and stake numbers of stakes installed in relation to the proposed improvements. All stakes or marks installed in the field shall be included in the submitted cut-sheets. Cut-sheets shall be made by the Land Surveyor performing the construction staking and shall be submitted within 48 hours of placing stakes and least 24 hours prior to pouring concrete or removing stakes to allow for inspection of forms and grades.

Measurement for payment of Construction Surveying, including all labor, materials, tools, equipment, cut- sheets and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum price paid for Bid Item, Construction Surveying, complete and in-place, and no additional compensation will be allowed therefor.

The City will pay you for Construction Surveying as follows:

1. A relative percentage of work completed as determined by the Engineer.

1.05 BID ADDITIVE 01 – GRIFFIN & HIGHLAND WAY
BID ADD.01 - ITEM 1--MOBILIZATION/DEMOBILIZATION
Payment for mobilization (75% of the bid item) shall be made at the time of the first progress payment after the Contractor has purchased bonds and insurance and has moved equipment onsite. Payment for demobilization (25% of bid item) shall be made on a lump sum basis with the final payment estimate.

BID ADD.01 - BID ITEM 2--SHEETING, SHORING, BRACING, AND EXCAVATION SAFETY MEASURES Measurement for payment for sheeting, shoring, bracing, and excavation safety measures shall be on a percent complete basis based on the lump sum amount and shall include full compensation for furnishing the labor, Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-6
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
materials, tools, equipment, and performing all work involved for providing sheeting and shoring and bracing for the protection of life and limb and protection of existing utilities, and shall include, but is not limited to: complying with all applicable federal, state, and local regulations; design of shoring and/or bracing by a civil/structural engineer as required; providing jacks, trench boxes, sheets, shoring, piles, etc., as required to comply with the specifications, regulations and the drawings; protecting in place and bracing existing utilities.

BID ADD.01 - BID ITEM 3--GRIFFIN & HIGHLAND TRAFFIC CONTROL Measurement for payment for traffic control shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to implement Traffic regulation/control throughout the project duration in accordance with the Contract Documents, City standards, and Caltrans standards.

BID ADD.01 - BID ITEM 4-TEMPORARY BYPASSING
Measurement for payment for this item shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment and performing all work involved to implement Temporary Sewage Bypass throughout the project duration in accordance with the Contract Documents including, but not limited to: Installing, operating, and maintaining all power, primary and standby pumps; appurtenances; bypass piping; temporary piping; providing pumper trucks; clean up in the event of a spill; monitoring of bypass equipment; other work necessary to maintain existing sewer flows and services around work areas.

BID ADD.01 - BID ITEM 5--OPEN-TRENCH INSTALLATION OF 8” SDR 35 SEWER PIPE - STA 60+00 TO STA 63+43 (HIGHLAND WAY)
Measurement for payment for this bid item shall be on a lineal foot basis and shall include full compensation for furnishing the labor, materials, tools, equipment, and performing all work involved with installing the pipeline and appurtenances from STA 60+00 to 63+43 (Highland Way). This includes but is not limited to pipe, fittings, wyes, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials including asphalt, additional utility investigation, protecting existing facilities, driveway demolition and replacement, concrete cross gutter demolition and replacement, and furnishing all labor, materials, tools, and equipment associated with the installation of the PVC (SDR 35) sewer line.

BID ADD.01 - BID ITEM 6--NEW SEWER LATERALS (HIGHLAND WAY) Measurement for payment will be made on a unit price per each lateral connection, which price shall include all costs for furnishing the labor, materials, tools, equipment, and performing all work involved with installing service lateral connections. This includes but is not limited to pipe, fittings, wyes, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials, additional utility investigation, protecting existing facilities, concrete demolition and replacement, removal and restoration of asphalt pavement, and restoration of concrete driveways. Install separate sewer service laterals from the sewer line to the property line of each lot using a 4” wye lateral connection. Location of connection to be determined in the field with a representative from the City.

BID ADD.01 - BID ITEM 7--OPEN-TRENCH INSTALLATION OF 8” SDR 35 SEWER PIPE - STA 70+00 TO STA 73+87 (GRIFFIN ST)
Measurement for payment for this bid item shall be on a lineal foot basis and shall include full compensation for furnishing the labor, materials, tools, equipment, and performing all work involved with installing the pipeline and appurtenances from STA 70+00 to 73+87 (Griffin St). This includes but is not limited to pipe, fittings, wyes, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials including asphalt, additional utility investigation, protecting existing facilities, driveway demolition and replacement, concrete cross gutter demolition and replacement, and furnishing all labor, materials, tools, and equipment associated with the installation of the PVC (SDR 35) sewer line.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-7
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
BID ADD.01 - BID ITEM 8--SEWER MANHOLE – 48IN (GRIFFIN ST) Measurement for payment will be made on a unit price per 48 in sewer manhole, which price shall include all costs for furnishing and installing new sewer manholes not associated with connections to existing sewer mains complete, including earthwork, in accordance with the specifications.

BID ADD.01 - BID ITEM 9--NEW SEWER LATERALS (GRIFFIN ST) Measurement for payment will be made on a unit price per each lateral connection, which price shall include all costs for furnishing the labor, materials, tools, equipment, and performing all work involved with installing service lateral connections. This includes but is not limited to pipe, fittings, wyes, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials, additional utility investigation, protecting existing facilities, concrete demolition and replacement, removal and restoration of asphalt pavement, and restoration of concrete driveways. Install separate sewer service laterals from the sewer line to the property line of each lot using a 4” wye lateral connection. Location of connection to be determined in the field with a representative from the City.

BID ADD.01 - BID ITEM 10--NEW SEWER CLEANOUT (HIGHLAND) Measurement for payment will be made on a unit price per cleanout, which price shall include all costs for furnishing the labor, materials, tools, equipment, and performing all work involved with installing service lateral connections. This includes but is not limited to pipe, fittings, wyes, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials, additional utility investigation, protecting existing facilities, concrete demolition and replacement, and removal and restoration of asphalt pavement. Location of cleanout to be determined in the field with a representative from the City.

BID ADD.01 - BID ITEM 11--CONNECTION AT STA 73+87 (GRIFFIN) Measurement for payment will be made on a lump sum basis, which price shall include all costs for furnishing all labor, materials, and equipment to perform the manhole connection, and channel and shelf reforming as shown on Detail 5 Sheet C-402 in the Drawings.

BID ADD.01 - BID ITEM 12--WATER POLLUTION CONTROL PLAN (GRIFFIN & HIGHLAND) Measurement for payment for this bid item shall be on a lump sum basis. The City requires a Water Pollution Control Plan (WPCP) for all construction projects that pose a threat to water quality during construction operations.

BID ADD.01 - BID ITEM 13—PAVEMENT TRENCH REPAIR
Measurement for payment for pavement trench repair shall be made on a per ton basis assuming up to a 3-ft wide trench and 8 foot by 8 foot area for new manholes with a full pavement repair section. The minimum asphalt pave back over the trench will be the thickness of the existing asphalt plus 1-inch and shall extend 6-inches beyond edge of trench per City Standard Detail W.8. Existing asphalt section is assumed to be 4-inches thick.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-8
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
BID ADD.01 - BID ITEM 14— CONSTRUCTION SURVEYING & MONUMENT PRESERVATION Construction Surveying and monument preservation shall conform to the provisions in Section 5, “CONTROL OF WORK,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. The Contractor shall be responsible for all project construction surveying and for reference, replacement and recording of all survey monuments, and shall include this in the bid.

The City will pay you for Construction Surveying as follows:

1. A relative percentage of work completed as determined by the Engineer.

1.06 BID ADDITIVE 02 – ROCKAWAY
BID ADD.02 - ITEM 1--MOBILIZATION/DEMOBILIZATION
Payment for mobilization (75% of the bid item) shall be made at the time of the first progress payment after the Contractor has purchased bonds and insurance and has moved equipment onsite. Payment for demobilization (25% of bid item) shall be made on a lump sum basis with the final payment estimate.

BID ADD.02 - BID ITEM 2--SHEETING, SHORING, BRACING, AND EXCAVATION SAFETY MEASURES Measurement for payment for sheeting, shoring, bracing, and excavation safety measures shall be on a percent complete basis based on the lump sum amount and shall include full compensation for furnishing the labor, materials, tools, equipment, and performing all work involved for providing sheeting and shoring and bracing for the protection of life and limb and protection of existing utilities, and shall include, but is not limited to: complying with all applicable federal, state, and local regulations; design of shoring and/or bracing by a civil/structural engineer as required; providing jacks, trench boxes, sheets, shoring, piles, etc., as required to comply with the specifications, regulations and the drawings; protecting in place and bracing existing utilities.

BID ADD.02 - BID ITEM 3--ROCKAWAY TRAFFIC CONTROL
Measurement for payment for traffic control shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to implement Traffic regulation/control throughout the project duration in accordance with the Contract Documents, City standards, and Caltrans standards.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-9
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
BID ADD.02 - BID ITEM 4-TEMPORARY BYPASSING
Measurement for payment for this item shall be made on a percent complete basis, based on the lump sum amount for this item, and shall include full compensation for furnishing the labor, materials, tools, and equipment and performing all work involved to implement Temporary Sewage Bypass throughout the project duration in accordance with the Contract Documents including, but not limited to: Installing, operating, and maintaining all power, primary and standby pumps; appurtenances; bypass piping; temporary piping; providing pumper trucks; clean up in the event of a spill; monitoring of bypass equipment; other work necessary to maintain existing sewer flows and services around work areas.

BID ADD.02 - BID ITEM 5--PIPE-BURSTING OF EXISTING VCP PIPE TO INSTALL 12” HDPE SEWER PIPE - STA 16+39 TO 30+80 (ROCKAWAY)
Measurement for payment will be made as a linear foot unit price for pipe bursting VCP lines as shown in drawings and in accordance with the specifications. Price shall include furnishing all labor, materials, tools, equipment, and doing all work associated with the pipe bursting, including all pipe bedding, backfill material, annulus sealing material, and launching pits. Locating and reconstruction of services and all reconnections of services in the pipe bursting installation segment shall be included in the price for this bid item.

BID ADD.02 - BID ITEM 6--PIPE-BURSTING OF EXISTING VCP PIPE TO INSTALL 10” HDPE SEWER PIPE - STA 30+80 TO 34+57 (ROCKAWAY)
Measurement for payment will be made as a linear foot unit price for pipe bursting VCP lines as shown in drawings and in accordance with the specifications. Price shall include furnishing all labor, materials, tools, equipment, and doing all work associated with the pipe bursting, including all pipe bedding, backfill material, annulus sealing material, and launching pits. Locating and reconstruction of services and all reconnections of services in the pipe bursting installation segment shall be included in the price for this bid item.

BID ADD.02 - BID ITEM 7--SEWER LATERAL RECONNECTION TO HDPE SEWER PIPE (ROCKAWAY) Measurement for payment will be made on a unit price per each lateral connection, which price shall include all costs for furnishing the labor, materials, tools, equipment, and performing all work involved with reconnection of existing service laterals. This includes but is not limited to pipe, fittings, electrofusion connections, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials, removal and restoration of asphalt pavement, and protecting existing facilities.

BID ADD.02 - BID ITEM 8--WATER POLLUTION CONTROL PLAN (ROCKAWAY) Measurement for payment for this bid item shall be on a lump sum basis. The City requires a Water Pollution Control Plan (WPCP) for all construction projects that pose a threat to water quality during construction operations.

BID ADD.02 - BID ITEM 9—PAVEMENT TRENCH REPAIR
Measurement for payment for pavement trench repair shall be made on a per ton basis assuming up to a 3-ft wide trench and 8 foot by 8 foot area for new manholes with a full pavement repair section. The minimum asphalt pave back over the trench will be the thickness of the existing asphalt plus 1-inch and shall extend 6-inches beyond edge of trench per City Standard Detail W.8. Existing asphalt section is assumed to be 4-inches thick.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 MEASUREMENT AND PAYMENT 012000-10
CIP 5002 SEWER SYSTEM UPGRADES PROJECT – 5 Aug 2025
BID ADD.02 - BID ITEM 10--RESCUE SHAFTS
This Bid item will not be included in the scope of work without written authorization from the Owner. Payment for this bid item shall be as a unit price per access shaft required. Rescue shafts shall be constructed in accordance with specification sections 330524 and 312316. This includes but is not limited to pipe, fittings, trench excavation, erosion control, pipe bedding, trench backfill and compaction, slurry backfill, disposal of trench materials including asphalt, additional utility investigation, protecting existing facilities, pavement resurfacing, and furnishing all labor, materials, tools, and equipment associated with the construction of rescue shafts.

BID ADD.02 - BID ITEM 11— CONSTRUCTION SURVEYING & MONUMENT PRESERVATION Construction Surveying and monument preservation shall conform to the provisions in Section 5, “CONTROL OF WORK,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. The Contractor shall be responsible for all project construction surveying and for reference, replacement and recording of all survey monuments, and shall include this in the bid.

The City will pay you for Construction Surveying as follows:

1. A relative percentage of work completed as determined by the Engineer.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CPM CONSTRUCTION SCHEDULE REQUIREMENTS
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
013216-1
SECTION 013216 CPM CONSTRUCTION SCHEDULE REQUIREMENTS

1.01 GENERAL
A. This section covers the requirements for submittal of a critical path method (CPM) construction schedule.

B. The Construction Schedule shall indicate the time of starting and completion of each major phase of the project and such intermediate phases as will serve for well-defined control points. These phases and control points shall be placed in chronological order on the Construction Schedule. The schedule shall demonstrate the Contractor's plan for fulfilling all Contract requirements. Indicate the anticipated date of receipt of major items of equipment, and all items of equipment receipt and installation of which is critical to the scheduled progress of the project. Fully identify the critical path for all activities. The schedule shall be broken down into portions of work lasting no more than 2 weeks (unless that time is a waiting period).

1.02 SUBMITTALS
A. Initial Submittal

1. Within 14 calendar days of the Notice of Award, submit for review the complete construction schedule for review and approval.

2. Within seven (7) days of receipt of initial schedule, Owner will meet with Contractor for review of the proposed approach. If revisions are needed, Contractor will submit a revised schedule within seven (7) working days of review meeting.

3. Acceptance of the construction schedule is not a concurrence by Owner that schedule is reasonable or achievable.

B. Subsequent Submittals

1. Submit 2-week look ahead schedules at each project meeting, providing detail on planned construction activities and coordination with the City, property owners, and/or others, as required.

2. Every thirty (30) days or as required per conditions described below, submit for review the complete construction schedule with updates and narratives. Narrative shall describe the status of work, any existing or anticipated problems and recommended corrective action needed.

3. Conditions prompting required schedule revision:
a. The schedule does not represent actual progress of work.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CPM CONSTRUCTION SCHEDULE REQUIREMENTS
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
013216-2
b. Delays for any reason make re-scheduling necessary.
c. Delay in completion of any work item or sequence of work items resulting in an estimated extension of project completion by 7 days or more.
d. Approved contract modification necessitates re-scheduling.

1.03 CONSTRUCTION SCHEDULE PROGRESS
If the Contractor's progress has fallen behind the accepted construction schedule, the Contractor shall take such steps as may be required, including increasing the number of personnel, shifts, overtime operations, days of work, and amount of construction equipment until such time as the work is back on schedule. Increased costs of any accelerated work program shall be paid for by the Contractor. Submit for approval no later than the time of submittal of the next request for partial payment, such supplementary schedule or schedules as may be deemed necessary to demonstrate the manner in which the approved rate of progress will be regained, all without additional cost to the Owner.

1.04 CONTRACTOR'S REPRESENTATIVE
Designate an individual who shall have the authority to act on behalf of the Contractor in fulfilling the requirements of preparing the schedule in a comprehensive and professional manner demonstrating competence in use of the Construction Schedule. The Contractor's representative will be responsible for review of the schedule with the Owner and/or Engineer for the duration of the Contract.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBMITTALS
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
013300-1
SECTION 013300 SUBMITTALS

1.01 SHOP DRAWINGS
A. Submit shop drawings in accordance with the Special Provisions.

B. The use of contract drawing reproductions for shop drawings is subject to rejection.

C. Submit submittals and shop drawings electronically in .pdf format compatible with Adobe Acrobat version 9. Files less than 5MB in size may be submitted to the Owner via email. Files larger than 5MB shall be submitted by means of a FTP server, USB flash drive, external hard drive, CD-ROM, or other method approved by the Owner. Pages shall be scanned at a resolution necessary for legibility.

Scans shall be in color where necessary for clarity. Hard copies shall be submitted upon request. Clearly indicate the specification section and drawing number to which each submittal is referenced.

D. If the Contractor submits shop drawings of equipment by manufacturers other than those listed in the specifications, provide the following information with the submittal:

1. The name and address of at least three companies or agencies that are currently using the equipment.

2. The name and telephone number of at least one person at each of the above companies or agencies whom the Owner's Representative may contact.

3. A description of the equipment that was installed at the above locations. The description shall be in sufficient detail to allow the Owner's Representative to compare it with the equipment that is proposed to be installed in this project.

E. For materials originating outside of the United States for which tests are required, provide recertification and retesting by an independent domestic testing laboratory.

1.02 SUBMITTAL REQUIREMENTS
A. Make submittals promptly in such sequence as to cause no delay in the work.

Schedule submission a minimum of 30 calendar days before reviewed submittals will be needed.

B. Submittals shall contain:

1. The date of submission and the dates of any previous submissions.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBMITTALS
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
013300-2

2. The project title and number.

3. Contract identification.

4. The names of:
a. Contractor.
b. Supplier.
c. Manufacturer.

5. Identification of the product, with the specification section number.

6. Field dimensions, clearly identified as such.

7. Relationship to adjacent or critical features of the work or materials.

8. Identification of deviations from contract documents.

9. Identification of revisions on resubmittals.

10. A 5-inch by 5-inch blank space for stamps of the Owner’s Representative.

11. Contractor’s stamp, initialed or signed, shall certify Contractor’s review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal that the product meets the requirements of the work and of the contract documents.

1.03 SUBMITTAL FORMAT
A. Each submittal shall have a transmittal form. A sample transmittal form is included at the end of this section. Every page in a submittal shall be numbered in sequence.

B. Where product data from a manufacturer is submitted, clearly mark which model is proposed, with all pertinent data, capacities, dimensions, clearances, diagrams, controls, connections, anchorage, and supports. Present a sufficient level of detail for assessment of compliance with the contract documents.

C. Each submittal shall be assigned a unique number. Submittals shall be numbered sequentially. The submittal numbers shall be clearly noted on the transmittal.

Original submittals shall be assigned a numeric submittal number. Resubmittals shall bear an alphanumeric system which consists of the number assigned to the original submittal for that item followed by a letter of the alphabet to represent that it is a subsequent submittal of the original. For example, if Submittal 25 requires a resubmittal, the first resubmittal will bear the designation ”25-A” and the second resubmittal will bear the designation “25-B” and so on.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBMITTALS
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
013300-3
D. Disorganized submittals that do not meet the requirements above will be returned without review.

1.04 RESUBMITTALS
Resubmittal of submittals will be reviewed and returned in the same review period as for the original submittal. It is considered reasonable that the Contractor shall make a complete and acceptable submittal by the second submission of a submittal item. The Owner’s Representative reserves the right to withhold monies due to the Contractor to cover additional costs of any review beyond the second submittal.

1.05 CONTRACTOR'S JOBSITE DRAWINGS
A. Provide and maintain on the jobsite one complete set of prints of all drawings which form a part of the contract. Immediately after each portion of the work is installed, indicate all deviations from the original design shown in the drawings either by additional sketches or ink thereon.

B. Record drawings will be reviewed monthly by the Owner’s Representative.

C. Upon completion of the job, deliver this record set to the Owner's Representative .

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBMITTALS
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
013300-4
SHOP DRAWING SUBMITTAL NO.

Michael K. Nunley and Associates, Inc.

ATTN: ATTN:

PROJECT
PROJECT NO. OWNER PROJECT NO. CONTRACTOR PROJECT NO.

ITEM
NO. COPIES DESCRIPTION

SUBMITTAL
NO.

SPEC.

SECTION
NO.

PLAN
SHEET NO.

SUBMITTED BY:

CONTRACTOR DATE

SUBMITTAL RETURN (TO BE COMPLETED BY ENGINEER)
ITEM
NO. COPIES

RESUBMIT

YES NO COMMENTS
COPY: RETURNED BY:

ENGINEER

END OF SECTION
DATE
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRAFFIC REGULATION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015526-1
SECTION 015526 TRAFFIC REGULATION

1.01 DESCRIPTION
This section describes procedures for traffic regulation and temporary steel plate bridging during construction in public streets and highways.

1.02 STANDARD SPECIFICATIONS
Wherever reference is made to the State Specifications and Plans, such reference shall mean the State of California, Business, Transportation, and Housing Agency, Department of Transportation current edition Standard Specifications and Standard Plans.

1.03 SUBMITTALS
Submit, not less than 14 working days prior to start of construction operations, a traffic control plan, prepared, signed, and sealed by a California licensed civil or traffic engineer to the City of Grover Beach for approval. Preparation of any additional traffic control plans or detail that may be required by the City of Grover Beach during the course of the work shall be the Contractor's responsibility. No work shall begin involving or requiring alternate traffic control until a traffic control plan is approved by the City.

1.04 GENERAL
A. Provide safe and continuous passage for pedestrian, bicycle, and vehicular traffic at all times.

B. Control traffic at those locations indicated and in conformance with the approved traffic control plans and specifications.

C. Furnish, construct, maintain, and remove detours, road closures, traffic signal equipment, lights, signs, barricades, fences, K-rail, flares, solar-powered flashing arrow signs, miscellaneous traffic devices, flagmen, drainage facilities, paving, and such other items and services as are necessary to adequately safeguard the public from hazard and inconvenience. All such work shall comply with the ordinances, directives, and regulations of the City. After devices have been installed, maintain and keep them in good repair and working order until no longer required. Replace such devices that are lost or damaged, to such an extent as to require replacement, regardless of the cause of such loss or damage.

D. Prior to the start of construction operations, notify the police and fire department in whose jurisdiction the project lies, giving the expected starting date, completion date, and the names and telephone numbers of two responsible persons who may be contacted at any hour in the event of a condition requiring immediate emergency service to remove, install, relocate, and maintain warning devices. In Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRAFFIC REGULATION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015526-2
the event these persons do not promptly respond or the authority deems it necessary to call out other forces to accomplish emergency service, the Contractor will be held responsible for the cost of such emergency service.

E. Post temporary "No Parking - Tow Away" signs 48 hours prior to work in areas where parking is normally permitted. The City of Grover Beach Police Department shall be notified 48 hours prior to the posting of any temporary parking restrictions along the pipeline route.

F. Coordinate trash collection services with South County Sanitation Services in advance of construction activity
G. Notify each postal address at least two working days prior to restricting parking along the project route via first class United States mail or door hanger of the nature and duration of the parking restriction.

1.05 TRAFFIC CONTROL DEVICES AND SIGNS
A. Traffic control devices and temporary striping shall conform to the California Manual of Uniform Traffic Control Devices (California MUTCD). Construction signs shall conform to the latest edition of the State of California Sign Specification Sheets.

B. The placement of construction signing, striping, barricades, and other traffic control devices used for handling traffic and public convenience shall conform to the California MUTCD.

C. Signs shall be reflectorized when they are used during hours of darkness. Cones and portable delineators used for night lane closures shall have reflective sleeves.

Equip barricades used in the diversion of traffic with flashers if in place during hours of darkness.

D. During the duration of a detour, cover existing signs not in accordance with the traffic control plan. Relocate existing signs that are in force to provide visibility from all relocated traffic lanes.

1.06 TEMPORARY STEEL PLATE BRIDGING
A. When backfilling operations of an excavation in the traveled way, whether transverse or longitudinal, cannot be properly completed within a workday, provide steel plate bridging with a nonskid surface and shoring to preserve unobstructed traffic flow. In such cases, the following conditions shall apply:

1. Steel plates used for bridging shall extend a minimum of 12 inches beyond the edges of the trench.

2. Install steel plate bridging to operate with minimum noise.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRAFFIC REGULATION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015526-3

3. Shore the trench to support the bridging and traffic loads.

4. Use temporary paving with cold asphalt concrete to feather the edges of the plates if plate installation by Method 2 per Section 1.06 B is used.

5. Secure bridging against displacement by using adjustable cleats, shims, or other devices.

B. Install steel plate bridging and shoring using either Method 1 or 2:

1. Method 1 (For Speeds More Than 45 mph): The pavement shall be cold planed to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate.

2. Method 2 (For Speeds 45 mph or Less): Attach approach plate(s) and ending plate (if longitudinal placement) to the roadway by a minimum of two dowels predrilled into the corners of the plate and drilled 2 inches into the pavement.

Butt subsequent plates to each other. Compact fine graded asphalt concrete to form ramps, maximum slope 8.5% with a minimum 12-inch taper to cover all edges of the steel plates. When steel plates are removed, backfill the dowel holes in the pavement with either graded fines of asphalt concrete mix or concrete slurry.

C. Maintain the steel plates, shoring, and asphalt concrete ramps.

D. Unless specified, use of steel plate bridging at any given location shall not exceed four consecutive working days in any given week. Backfilling of excavation shall be covered with a minimum of three inches of temporary layer of cold asphalt concrete.

E. The following table shows the required thickness of steel plate bridging required for a given trench width:

Trench Width
(feet)
Minimum Plate Thickness
(inches)
1 1/2
1 1/2 3/4
2 7/8
3 1
4 1 1/4
F. For spans greater than 4 feet, prepare a structural design by a registered civil engineer and submit to the Owner's Representative for review.

G. Design steel plate bridging for HS20-44 truck loading per Caltrans Bridge Design Specifications Manual. Maintain on the steel plate a nonskid surface having a Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRAFFIC REGULATION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015526-4
minimum coefficient of friction equivalent to 0.35 as determined by California Test Method No. 342. The Contractor may use standard steel plate with known coefficient of friction equal to or exceeding 0.35.

1.07 VEHICULAR TRAFFIC CONTROL
A. Accomplish construction in phases by detouring traffic from its normal patterns.

Restore traffic to normal patterns in each phase before proceeding to the next phase.

B. Transition traffic lane transitions from permanent lanes to construction zone patterns in accordance with the requirements for the normal posted speed limit and as shown in the drawings.

C. Unless otherwise shown in the drawings or allowed by the City of Grover Beach within whose jurisdiction the work is being performed, limit construction activities to 7 a.m. to 5 p.m. Monday through Friday. Return roadways and sidewalks to unrestricted vehicle and pedestrian usage when construction is not underway.

D. During the peak traffic volume hours of the day, from 6:00 a.m. to 8:30 a.m. and 3:30 p.m. to 7:00 p.m. on weekdays only, limit construction activities within the construction zone to those which will not impact the free movement of vehicular traffic in its detoured pattern. Construction equipment or trucks shall not use or travel adjacent to traffic lanes during these time periods. Truck operations in and out of construction and staging areas shall be controlled by flagmen at all times.

1.08 PEDESTRIAN TRAFFIC CONTROL
A. Maintain and delineate a minimum of one 4-foot-wide pedestrian walkway along each public street at all times during construction. Maintain existing pedestrian accesses at intersections at all times. When existing crosswalks are blocked by construction activity, install signs directing pedestrian traffic to the nearest alternative crosswalk.

B. Erect a fence or provide other means of securement to preclude unauthorized entry to any excavation during all nonworking hours on a 24-hour basis including weekends and holidays. Said fence shall be a minimum of six feet high around the entire excavation, consisting of a minimum 9-gauge chain-link type fence fabric and shall be sturdy enough to prohibit toppling by children or adults. There shall be no openings under the wire large enough for any child to crawl through.

Lock any gates if no adult is in attendance. Place warning signs spaced on 50- foot centers on the outside of the fence with the statement "DEEP HOLE DANGER."

1.09 ACCESS TO ADJACENT PROPERTIES
A. Maintain reasonable access from public streets to adjacent properties at all times during construction. Prior to restricting normal access from public streets to Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
adjacent properties, notify each property owner or responsible person, informing him of the nature of the access restriction, the approximate duration of the restriction, and the best alternate access route for that particular property.

B. Special Considerations at Police and Fire Stations: Do not hinder unobstructed ingress and egress at any time to fire and police stations.

1.10 PERMANENT TRAFFIC CONTROL DEVICES
A. Restriping of Streets: Permanent restriping shall be in accordance with the requirements of the agencies having jurisdiction. Place and remove temporary striping required for traffic control during construction by sandblasting. Temporary striping includes any striping required on any pavement replaced prior to the final surface course. Replace any damaged or obliterated raised pavement markers in accordance with the standards of the agency having jurisdiction.

END OF SECTION
TRAFFIC REGULATION 015526-5
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
DRAFT ‐ NOT FOR CONSTRUCTION
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Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
SECTION 015800 TEMPORARY SEWAGE BYPASS PUMPING
PART 1 – GENERAL

1.01 DESCRIPTION
This specification covers work and equipment required for temporarily diverting sewage around work areas or interrupting flow for a short duration during tie-ins of manholes. Bypass pumping includes furnishing, installing, operating and maintaining all power, primary and standby pumps, appurtenances, bypass piping, and all the tools, labor, supervision, materials, and equipment necessary to maintain existing sewer flows and services and conforming with the Contractor’s submitted Bypass Pumping Plan and Spill Prevention Control and Countermeasure Plan. The Contractor shall schedule work to minimize service outages.

The Contractor may perform short duration shutdowns during sewer tie-ins..

Performing Short Duration Shutdowns includes furnishing, installing, operating and maintaining all power, standby pumps, appurtenances, standby piping, and all the tools, labor, supervision, materials, and equipment necessary to conform to the Contractor’s submitted Short Duration Shutdown Plan and Spill Prevention Control and Countermeasure Plan. No sewer main shall be plugged for more than 10 minutes without bypass and shall occur in coordination with the City and only during the Contractor’s working hours while work necessitating the shutdown is performed.

Longer time may be available for plugging of the line depending on time of work and will require coordination with City staff to determine allowable time limits. In addition to submitting the shutdown plan(s), the Contractor shall provide a minimum of 72 hours notice prior to the actual need for sewer shutdowns. The Contractor shall schedule work to minimize service outages.

Where extended duration sewage bypass pumping is required to complete the project; the Contractor shall conform to the requirements contained herein.

1.02 SUBMITTALS
Submit a Bypass Pumping Plan and/ or a Change Over Plan and Short Duration Shutdown Plan depending on the Contractor’s plan of action.

A. BYPASS PUMPING PLAN
Submit a bypass pumping plan prepared by a licensed California Professional Engineer to the Owner’s Representative for review a minimum of 10 days prior to any planned bypass. The Owner’s permission shall be obtained prior to bypass pumping. The bypass pumping plan shall consist of the following information, at a minimum, for each bypass pumping setup:

1. Sequence of sewage flow interruption, bypass and tie-ins.

TEMPORARY SEWAGE BYPASS PUMPING 015800-1
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TEMPORARY SEWAGE BYPASS PUMPING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015800-2

2. Plans indicating the location of temporary sewer plugs and bypass discharge lines. Drawings shall clearly indicate the proposed intake-todischarge pumping sequence.

3. Drawings shall clearly indicate the proposed manhole-to-manhole pumping sequence and shall be coordinated with the Contractor’s traffic control/regulation plans.

4. Capacities of pumps, prime movers, and standby equipment. A completely redundant bypass system is required including pumps and appurtenances.

5. Design calculations proving adequacy of the system and selected equipment. This is to include any flow metering data collected, method used to establish design flows, and design flows used for sewer bypass system sizing.

6. Pump make, model, pump curve, design head (TDH) calculations, horsepower requirement, and noise rating.

7. Description of pump system controls and alarms.

8. Generator capacity, fuel requirements, tank size, and specifications (if generator is used). Backup fuel and fuel capacity of internal combustion engine driven pumps.

9. Sewage bypass pipe material, fitting types, and details on necessary appurtenances, including pipe plugs.

10. Method for securing plugs to prevent floating downstream.

11. Plans showing details of proposed method of temporary handling of sewage flow, routing of bypass lines, containment areas, equipment location, schematic of pump set-up and discharge, and proposed sequencing.

12. Electrical, controls, and instrumentation.

13. Spill Prevention, control, and countermeasure plan.

14. Monitoring Plan and bypass checklist in accordance with Part 3.01 F.

15. Name and phone number (including emergency contact info) for person responsible for temporary service.

16. Decommissioning of bypass including cleaning of plugged lines.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TEMPORARY SEWAGE BYPASS PUMPING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015800-3
B. CHANGE-OVER PLAN
Submit a change-over plan to the City for review a minimum of 10 days prior to decommissioning any segment of the existing sewer main. The City’s permission shall be obtained prior to any shutdowns. The change-over plan shall consist of the following information, at a minimum:

1. Sequence of flow interruption, short duration shutdowns, construction of tie-ins, construction of new manhole, and abandonment or removal of existing piping.

2. Plans indicating the location of temporary sewer plugs, standby pump(s), discharge lines and other standby equipment.

3. Capacities of pumps and standby equipment.

4. Checklist for equipment, material and manpower required to complete the change-over in a timely fashion in conformance with the plans and specifications. All equipment, material and manpower shall be on-site and ready prior to initiating the change-over. The Contractor shall also have backup equipment and material on hand and shall be prepared to pursue the completion of the change-over in an efficient diligent and timely manner.

5. Spill Prevention, control, and countermeasure plan.

C. SHORT DURATION SHUTDOWN PLAN
Submit a short duration shutdown plan to the City for review a minimum of 10 days prior to any planned shutdowns. The City’s permission shall be obtained prior to any shutdowns. The short duration shutdown plan shall consist of the following information, at a minimum, for each setup:

1. Sequence of flow interruption and construction of tie-ins, including new piping and structures.

2. Location and duration of planned short duration shutdowns.

3. Plans indicating the location of temporary sewer plugs, standby pump(s), discharge lines and other standby equipment.

4. Capacities of pumps and standby equipment.

5. Checklist for equipment, material and manpower required to complete the tie-in in a timely fashion in conformance with the plans and specifications.

All equipment, material and manpower shall be on-site and ready prior to initiating the sewer shutdown. The Contractor shall also have backup Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TEMPORARY SEWAGE BYPASS PUMPING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015800-4
equipment and material on hand and shall be prepared to pursue the completion of the tie-in in an efficient, diligent and timely manner.

6. Spill Prevention, control, and countermeasure plan.

7. Decommissioning of bypass including cleaning of plugged lines.

1.02 JOB CONDITIONS
A. Schedule the order of work to minimize bypass pumping and/or shutdown durations.

B. Protection:

1. No bypassing to the ground surface, receiving streams, storm drains, or bypassing which may result in groundwater contamination or potential health hazards shall be permitted.

C. Bypass Conditions

1. Estimated Peak Hour Flows (PHF):
a. 1,300 gpm from Station 1+01.77 to Station 4+17.51
b. 800 gpm from Station 4+17.51 to Station 11+56.96
c. 200 gpm from Station 11+56.96 to Station 15+41.96
d. 200 gpm from Station 30+80.76 to Station 34+50.98
e. 500 gpm from Station 35+00 to Station 59+96.92
PART 2 - MATERIALS

1.03 PUMPING EQUIPMENT
Engines shall be muffled in such a manner that the maximum noise level will not exceed 75 dBA at a distance of eight feet from motors between the hours of 7:00 AM and 10:00 PM. Contractor shall obtain an exception permit if equipment is to be operated between the hours of 10:00 PM and 7:00 AM. Implement sound damping measures. Contractor is responsible to provide necessary power for standby pumps. A redundant power source is required so that there is no interruption of flow. Redundant standby pumping equipment shall be at the site continuously during bypass pumping or short duration shutdown to provide 100 percent redundant system. The standby pumps shall be connected to piping such Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TEMPORARY SEWAGE BYPASS PUMPING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015800-5
that if the bypass duty pump fails or if interrupted sewage accumulates beyond an acceptable level, the standby pump can be online immediately.

1.04 BYPASS PIPING
Bypass piping shall be aluminum, galvanized steel, or fusion-welded solid wall HDPE.

PART 3 - EXECUTION

1.05 SEWER BYPASSING
A. Sewer bypassing shall be accomplished by pumping or diverting the upstream flow around the work.

B. Provide temporary pumps, galvanized or aluminum bypass pipe, and other equipment to bypass the sewer flow. Furnish the necessary labor, tool, equipment, and supervision to set up, operate, and monitor the pumping and bypass system.

Pumps and bypass lines shall be of adequate capacity and size to handle projected flows. All bypassed flow shall be discharged into a downstream manhole. Pumps shall have a sandbag berm to act as a temporary containment area.

C. Under no circumstances shall sewage or solids be deposited onto the ground surface, streets, or into unlined ditches, catch basins, storm drains or natural drainage ways. Sewage shall be handled in a manner so as not to create a public nuisance or health hazard. Storm drain inlets in the vicinity of the bypass shall be sandbagged prior to and during bypass pumping.

D. Maintain continuity of sanitary sewer service to the facility during the execution of the work. In the event that sewage backup occurs during Contractor bypass pumping and enters dwellings or other structures, the Contractor shall cleanup, repair, pay property damage costs, pay fines imposed by jurisdictional authorities, and handle all claims arising therefrom. All spills shall be contained and returned to the sewer system.

E. Provide a designated employee(s) whose only role in the construction effort is to be responsible for continuously monitoring (24 hours a day) the bypassing operation, and all related equipment. The designated employee(s) will not be allowed to participate in any other unrelated undertaking, while the bypassing operation is in effect.

F. Complete a bypassing checklist prior to bypassing operation. The checklist will demonstrate the step-by-step inspection of the pumps, pipes, hold-down cables, plugs, and other equipment or appurtenances that will be used in the operation and sign the checklist.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TEMPORARY SEWAGE BYPASS PUMPING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015800-6

1.06 STANDBY EQUIPMENT
Maintain on site sufficient equipment and materials to ensure continuous and successful operation of the bypass and dewatering systems. Standby pumps shall be fueled and operational at all times. Maintain on site a sufficient number of valves, tees, elbows, connections, tools, sewer plugs, piping and other parts or system hardware to ensure immediate repair or modification of any part of the system as necessary.

1.07 SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN Prepare, submit and carry out a spill prevention, control and countermeasure plan that incorporates the following:

A. Include or reference in the plan, materials provided as submittals per Part 1.02 above.

B. Provide in the plan a description of all emergency equipment for bypassing flow, containment, cleanup, and repair of any damage. Specifics shall include as applicable, but are not limited to:

1. Pipe patch kits

2. Sand bags

3. Rubber matting

4. Bypass pipes, pumps, and other relevant equipment

5. Extra pumps

6. Secondary containment in trench or other surrounding land relief C. Maintain equipment on site.

D. Provide the City with at least two (2) people who can be contacted 24 hours per day by phone to address on site emergencies. Provide the daily schedule with names, phone numbers, and hourly working schedules of persons that may be brought on site any time. Provide notification of any substitution in writing at least two days in advance. When bypassing flows, have at least one person on site 24 hours per day to monitor and maintain the bypass and implement the emergency procedures in case of an emergency.

E. Describe the method used to protect storm drains during construction on the plan.

The description shall include where the storm drains are located (simple map of sewer pipe, storm drains, waterways, and any relief features) and information that would assist in containing the spill. The plan shall describe how storm drains will Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TEMPORARY SEWAGE BYPASS PUMPING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015800-7
be blocked in the event of a spill (what material, who will do it, how long will it take). Describe any other response-related plans (bypass pumping set ups, etc.).

F. Coordinate the plan to protect water quality and respond to spills of sewage, groundwater, or fuels. Describe all spill prevention measures (e.g. monitoring of upstream manholes, monitoring in the trench).

G. In general, good housekeeping is required so no contamination reaches surface waters or storm drains when it rains. Some specifics include, but are not limited to:

1. Prior to start of bypassing, all storm drain catch basins that are within the vicinity of the work that could possibly take in sewage, in the event of a spill, shall be isolated with sandbags or other approved means.

2. Oil pans should be under any engine that leaks oil.

3. Spill response as covered below.

H. The following spill procedures shall be incorporated into the plan in anticipation of the described failure mode, and the Contractor shall be prepared to act accordingly. If a spill is detected or a catastrophic pipe failure occurs, the immediate priority shall be to prevent any sewage from reaching surface waters and storm drains. Immediately protect all drains using rubber mats or sand bags (have sand bags on site).

I. When excavating and moderate leaks are discovered in the existing pipe, make coupling/clamp repairs as soon as possible to minimize sewage flow into the trench. If the leak is too large to make fast coupling repair, start bypassing (see bypassing sequence below), then make repair.

1. In case of catastrophic leak, immediately start the bypassing sequence:

2. Plug upstream side of manhole upstream of a catastrophic leak.

3. Insert bypass pump into manhole upstream of plugged manhole. The pump shall be sized to handle peak flow of existing sewer. Provide spare pump or set up standby pump availability with rental yard.

4. Connect hose from pump to discharge point. Hose shall already be in place and connected to a downstream discharge point at all times when working near or with live sewers.

5. In event of any spill, immediately and in parallel with above activities, notify the City and request the City’s wastewater staff to be dispatched.

Give the best indication of the approximate size of the spill (<1,000 gallons is small; 1,000 gallons to 10,000 gallons is medium; and >10,000 gallons is large) to the City’s staff so they can dispatch the appropriate Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TEMPORARY SEWAGE BYPASS PUMPING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
015800-8
response. City’s staff will assist in the response and ensure that the spill is cleaned to the City’s standards.

6. While awaiting the City’s wastewater staff response, pond the water in an area that can be easily and fully recovered for discharge to the South San Luis Obispo Community Service District WWTP. This ponding activity should not impact any environmentally sensitive areas.

7. When City’s staff and any other responding staff arrive onsite, a more permanent and planned response, repair, and cleanup will ensue.

Cooperate with the City to the fullest extent possible in order to minimize the impacts and volume of the spill in the most efficient manner possible.

8. No form of disinfection is allowed. All wash water must be contained and recovered as the sewage is.

9. Clean up may require a sweeper truck or other equipment. All City costs, time and materials, and special equipment for spill cleaning will be deducted from the Contractor’s progress payment.

10. In the event of a spill, be prepared to document the spill with a video camera and photographs. Plan on attending a debriefing immediately after the spill is contained and cleaned up.

J. Comply with the Regional Water Quality Control Board, Santa Barbara County Health Department, and City Standards. Cooperate with City’s staff and other regulators and environmental agencies.

1.08 DAMAGES
Without cost to the City, repair any damage that may result from the installation, operation, maintenance, and removal of the sewer bypass pumping system or short duration shutdown system. This includes but is not limited to damages resulting from inadequate or improper installation, operation and maintenance of the bypass or interruption system components, mechanical failures, or electrical failures.

If City staff is called on to assist, the Contractor shall pay for all costs incurred by the City in assisting the Contractor.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CLEANING DURING CONSTRUCTION AND FINAL CLEANING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
017410-1
SECTION 017410 CLEANING DURING CONSTRUCTION AND FINAL CLEANING

1.01 GENERAL
A. This section includes cleaning during construction and final cleaning on completion of the work.

B. At all times maintain areas covered by the contract and adjacent properties and public access roads free from accumulations of waste, debris, and rubbish caused by construction operations.

C. Conduct cleaning and disposal operations to comply with local ordinances and antipollution laws. Do not burn or bury rubbish or waste materials on project site.

Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in storm or sanitary drains. Do not dispose of wastes into streams or waterways.

D. Use only cleaning materials recommended by manufacturer of surface to be cleaned.

1.02 CLEANING DURING CONSTRUCTION
A. During execution of work, clean site, adjacent properties, and public access roads and dispose of waste materials, debris, and rubbish to assure that buildings, grounds, and public properties are maintained free from accumulations of waste materials and rubbish.

B. Wet down dry materials and rubbish to lay dust and prevent blowing dust.

C. Provide containers for collection and disposal of waste materials, debris, and rubbish.

D. Cover or wet excavated material leaving and arriving at the site to prevent blowing dust. Clean the public access roads to the site of any material falling from the haul trucks.

1.03 FINAL CLEANING
A. At the completion of work and immediately prior to final inspection, clean the entire project site as follows.

B. Clean, sweep, wash, and polish all work and equipment including finishes.

C. Repair, patch, and touch up marred surfaces to match adjacent surfaces.

D. Broom clean paved surfaces; rake clean landscaped areas.

E. Remove from the site temporary structures and materials, equipment, and appurtenances not required as a part of, or appurtenant to, the completed work.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CLEANING DURING CONSTRUCTION AND FINAL CLEANING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
017410-2

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PROTECTING EXISTING UNDERGROUND UTILITIES
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
020120-1
SECTION 020120 PROTECTING EXISTING UNDERGROUND UTILITIES PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials and procedures for protecting existing underground utilities.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Trenching, Backfilling, and Compacting: 312316.

B. Subsurface Utility Locating (Potholing): 023219.

PART 2 - MATERIALS

2.01 REPLACEMENT IN KIND
Except as indicated below or as specifically authorized by the Owner's Representative, reconstruct utilities with new material of the same size, type, and quality as that removed.

2.02 VITRIFIED CLAY SEWER PIPE AND COUPLINGS
For sewer pipe 8 inches and less in diameter, replacement shall consist of plainend pipe conforming to ASTM C700. Couplings shall be 5000 Series Strong Back RC Couplings by Fernco or equal. Use only one section of pipe in crossing the trench section.

PART 3- EXECUTION

3.01 GENERAL
A. Replace in kind street improvements, such as curbs and gutters, barricades, traffic islands, signalization, fences, signs, etc., that are cut, removed, damaged, or otherwise disturbed by the construction.

B. Where utilities are parallel to or cross the construction but do not conflict with the permanent work to be constructed, follow the procedures given below. Notify the utility owner 48 hours in advance of the crossing construction and coordinate the construction schedule with the utility owner's requirements. For utility crossings not shown in the drawings, refer to the Special Provisions and the instructions of the Owner's Representative for guidance.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PROTECTING EXISTING UNDERGROUND UTILITIES
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
020120-2
C. Determine the true location and depth of utilities and service connections which may be affected by or affect the work. Determine the type, material, and condition of these utilities. In order to provide sufficient lead-time to resolve unforeseen conflicts, order materials and take appropriate measures to ensure that there is no delay in work.

3.02 PROCEDURES
A. Protect in Place: Protect utilities in place, unless abandoned, and maintain the utility in service, unless otherwise specified in the drawings or in the specifications.

B. Cut and Plug Ends: Cut abandoned utility lines and plug the ends. Plug sewers as shown on the drawings. Dispose of the cut pipe as unsuitable material.

C. Remove and Reconstruct: Where required by the Owner's Representative, remove the utility and, after passage, reconstruct it with new materials. Provide temporary service for the disconnected utility.

3.03 COMPACTION
A. Utilities Protected in Place: Backfill and compact under and around the utility so that no voids are left.

B. Utilities Reconstructed: Prior to replacement of the utility, backfill the trench and compact to an elevation 1 foot above the top of the ends of the utility. Excavate a cross trench of the proper width for the utility and lay, backfill, and compact.

C. Alternative Construction--Sand-Cement Slurry: Sand-cement slurry consisting of one sack (94 pounds) of portland cement per cubic yard of sand and sufficient moisture for workability may be substituted for other backfill materials to aid in reducing compaction difficulties. Submit specific methods and procedures for the review of the Owner's Representative prior to construction.

3.04 THRUST BLOCKS ON WATERLINES
A. The Contractor's attention is called to thrust blocks for waterlines throughout the project whose thrust is in the direction of the new excavation and, therefore, may be affected by the construction. These waterlines are owned and operated by the City of Grover Beach. Protect thrust blocks in place or shore to resist the thrust by a means approved by the City’s water division superintendent and reconstruct. If the thrust blocks are exposed or rendered to be ineffective in the opinion of the Owner's Representative, reconstruct them to bear against firm unexcavated or backfill material.

B. Provide firm support by backfilling that portion of the trench for a distance of 2 feet on each side of the thrust block to be reconstructed from the pipe bedding to the pavement subgrade, with either:

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PROTECTING EXISTING UNDERGROUND UTILITIES
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
020120-3

1. Sand-cement slurry (94 pounds of cement per cubic yard).

2. The native material compacted to a relative compaction of 95%.

C. Then excavate the backfill material for construction of the thrust block.

D. Test compaction of the backfill material before pouring any concrete thrust block.

Use Class A or B concrete per City Specification section 7.04 for reconstruction.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 CIP 5002 SEWER SYSTEM UPGRADES PROJECT – AUG 2025
DRAFT ‐ NOT FOR CONSTRUCTION
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Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBSURFACE UTILITY LOCATING (POTHOLING)
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
023219-1
SECTION 023219 SUBSURFACE UTILITY LOCATING (POTHOLING)
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials and procedures for performing pothole operations to locate existing underground utilities.

1.02 SUBMITTALS
A. Submit request for premarking of pothole locations at least five calendar days prior to the commencement of field activities.

B. Submit a traffic control/protection plan per Specification Section 015526.

C. Submit proposed method of potholing, including description of equipment to be used, and schedule for potholing for approval at least seven calendar days prior to the commencement of field activities. Obtain Owner’s approval of pothole locations prior to commencement of field activities.

D. Submit field logs to the Owner within two working days after the completion of pothole excavations in each area. Include dates of potholing operations and any additional discovered information or pertinent data. Include for each pothole excavation field log:

1. Pothole number.

2. Date of pothole.

3. Depths to top and bottom of utility (measured from existing grade over utility at pothole).

4. Miscellaneous Contractor’s notes.

E. Submit temporary steel cap and/or steel plate bridging shop drawings at least seven calendar days prior to the commencement of field activities.

F. Submit sand-cement slurry mix design at least seven calendar days prior to the commencement of field activities.

G. Submit asphalt concrete mix design at least seven calendar days prior to the commencement of field activities.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBSURFACE UTILITY LOCATING (POTHOLING)
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
023219-2

1.03 PROCEDURES
A. Subsurface utility-locating (potholing) services shall conform to CI/ASCE 38-02.

For the purpose of this scope, “locate” means to obtain the horizontal and vertical position of the utility line by excavating a circular test hole or narrow trench (where approved of and/or requested by the Owner). Construct test holes using vacuum excavation or comparable nondestructive equipment in a manner that will cause no damage to the utility.

B. Subsurface utility locating shall consist of test hole excavations at locations indicated on the pothole plans as approved by the Owner. Narrow trench excavations (slot potholes) may be required at locations approved by the Owner or to locate multiple parallel utilities.

1.04 TIME OF COMPLETION/SCHEDULE
The Contractor shall diligently prosecute the work to completion before the expiration of 15 working days immediately following the date of the project kickoff meeting.

1.05 STANDARD SPECIFICATIONS
Wherever reference is made to the State Specifications, such reference shall mean the State of California, Business, Transportation, and Housing Agency, Department of Transportation Standard Specifications current edition.

PART 2 - MATERIALS

2.01 SAND-CEMENT SLURRY BACKFILL AT TEST HOLES AND AT

EXPLORATORY TRENCHES
Sand-cement slurry backfill shall consist of two sacks of Type I or II portland cement added per cubic yard of imported sand and sufficient water for workability.

2.02 ASPHALT CONCRETE PAVEMENT REPAIR AT TEST HOLES
A. Asphalt concrete paving shall conform to City of Grover Beach Standard Specifications.

B. Asphalt shall be Performance Grade PG 64-10. Asphalt content in the pavement shall be 5.5% to 6.0%.

C. Areas to be paved shall receive a prime coat. Prime coat shall be per Section 39-

4.02 in the State Specifications.

D. Aggregate shall be Type B per Section 39-2.02 in the State Specifications.

E. Paving thickness shall match existing plus 1 inch.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBSURFACE UTILITY LOCATING (POTHOLING)
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
023219-3
PART 3 - EXECUTION

3.01 POTHOLING OPERATIONS
A. Backfill and repair test hole excavations immediately after obtaining the measurement data. Backfill and repair trench excavations requiring use of temporary steel plate bridging within four working days. Advise Owner of number of pothole excavations completed and number remaining.

B. Underground Service Alert Requirements: Comply with Underground Service Alert requirements for notification prior to excavation. Contact Underground Service Alert at 1-800-642-2444 (or dial 811) no less than two and no more than ten days prior to the start of exploratory excavation. Verify whether or not a representative of each utility or agency will be present during excavation, and coordinate with said individual(s). Take any precautions required by the utility owner.

C. Conduct potholing operations in a manner that minimizes the damage potential to existing underground utilities in order to ensure that the existing facilities will remain in operation without interruption.

D. Perform field survey of potholes. Surveyor shall be a California licensed Land Surveyor. Determine and measure the following data:

1. Elevation at top and bottom of utility.

2. Elevation of existing grade over utility at pothole.

3. Coordinates at surface.

4. Outside diameter of utility or width of duct banks.

5. Utility material and condition.

The electronic survey data shall include Pothole number, coordinated with the excavation field log.

E. Location and Depiction of Existing Utilities: Pothole maps for subsurface utility locating shall be present and utilized during potholing activities. The plans shall be compared to utility/agency paint markings following Underground Service Alert notification. If discrepancies are found between the plans and paint markings, promptly notify the Owner prior to commencement of any excavation.

3.02 TRAFFIC CONTROL
Furnish, install, maintain, and remove necessary traffic signs, barricades, lights, signals, cones, pavement markings, and other traffic control devices. Perform traffic control in accordance with Work Area Traffic Control Handbook (WATCH) Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBSURFACE UTILITY LOCATING (POTHOLING)
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
023219-4
promulgated by the Southern California Chapter, APWA, latest edition and OSHA Regulations for Construction Projects.

3.03 EXCAVATION
A. Protect utilities or underground structures from damage during potholing.

Immediately report any damaged utilities to the affected utility’s owner and the Owner. Repair immediately any damaged utilities in accordance with the respective utility owner’s requirements. Neatly cut and remove existing pavement.

Excavate test holes in such a manner as to prevent any damage to wrappings, coatings, or other protective coverings, utilizing vacuum excavation or hand digging.

B. Methods: Backhoe excavation is not permitted except for trench excavations. Use the following methods for pothole excavations:

1. Hand Digging: Hand digging is the method of excavating a pothole by manual means with hand-held, nonmechanical equipment such as a shovel.

2. Vacuum Excavation: Vacuum excavation shall consist of air or water pressure to break up the soil and a vacuum device to collect the spoil.

Determine if air or water vacuum excavation shall be used depending upon specific site and environmental characteristics. Soil type such as heavy clay may require water vacuum excavation. Utilize air vacuum excavators if mud from water vacuum excavators cannot be disposed properly. Use air vacuum excavators if damage to utilities, such as cutting through cables, will occur with the use of water vacuum excavators.
a. Air: Air vacuum excavators shall utilize a high velocity air stream to penetrate, expand, and break up the soil. Remove the loosened particles of soil and rock from the excavation through the use of a vacuum.
b. Water: Water vacuum excavation systems shall excavate the pothole using high-pressure water to reduce and loosen the soil. Remove the wet soil and mud slurry to a spoil tank using a vacuum.

C. Size of Test Hole Excavation: Maximum test hole size shall be 8 inches in diameter at surface, unless indicated otherwise by Owner.

D. Size of Exploratory Trench Excavation: Trench width and length shall be as approved by the Owner. Trench depth shall be as required to accurately locate subsurface utilities.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBSURFACE UTILITY LOCATING (POTHOLING)
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
023219-5

3.04 TEMPORARY STEEL PLATE BRIDGING, WITH A NONSKID SURFACE (WHERE REQUIRED FOR APPROVED TRENCHES)
A. Provide steel plate bridging with a nonskid surface and shoring to preserve unobstructed traffic flow. In such cases, the following conditions shall apply:

1. Steel plates used for bridging shall extend a minimum of 12 inches beyond the edges of the trench.

2. Install steel plate bridging to operate with minimum noise.

3. Shore the trench to support the bridging and traffic loads.

4. Use temporary paving with cold asphalt concrete to feather the edges of the plates if plate installation by Method 2 is used.

5. Secure bridging against displacement by using adjustable cleats, shims, or other devices.

B. Install steel plate bridging and shoring using the following method:

Attach approach plate(s) and ending plate (if longitudinal placement) to the roadway by a minimum of two dowels predrilled into the corners of the plate and drilled 2 inches into the pavement. Butt subsequent plates to each other.

Compact fine graded asphalt concrete to form ramps, maximum slope 8.5% with a minimum 12-inch taper to cover all edges of the steel plates. When steel plates are removed, backfill the dowel holes in the pavement with either graded fines of asphalt concrete mix or concrete slurry.

C. Maintain the steel plates, shoring, and asphalt concrete ramps.

D. Unless specified, use of steel plate bridging at any given location shall not exceed four consecutive working days in any given week. Cover backfilling of excavation with a minimum of 3 inches of temporary layer of cold mix asphalt concrete.

E. The following table shows the required minimal thickness of steel plate bridging required for a given trench width:

Trench Width
(feet)
Minimum Plate Thickness
(inches)
1 1/2
1 1/2 3/4
F. The Contractor may use standard steel plate with known coefficient of friction equal or exceeding 0.35.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SUBSURFACE UTILITY LOCATING (POTHOLING)
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
023219-6
G. Use a “Rough Road” sign (W8-8) with black lettering on an orange background in advanced of steel plate bridging. This is to be used along with any other required construction signing.

3.05 POTHOLE REPAIR
A. After excavating a test hole or trench, provide and install a temporary steel cap (over test hole) or temporary steel plate bridging (over trench) unless immediately backfilling and paving.

B. Following data gathering by surveyor, remove temporary steel caps and/or steel plate bridging, and backfill excavation with approved material as follows:

1. Test Hole Excavations: Sand-cement slurry backfill per Part 2 of this section.

Bring to grade with asphalt cement pavement per Part 2 of this section.

Match existing pavement thickness plus 1 inch.

2. Exploratory Trenches: Backfill per Part 2 of this section. Match existing pavement thickness plus 1 inch.

C. The finished surface of the repair shall be of like material and constructed to the same finished grade as the adjacent pavement. The finished surface shall be such that it does not allow water to pond. There shall be no discernable difference in surface level at the joint between the existing pavement and the completed repair.

3.06 DISPOSAL OF CUTTINGS
Dispose of cuttings off-site.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CONCRETE REPAIR
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
030130-1
SECTION 030130 CONCRETE REPAIR
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials and execution of rechanneling, repairs, and resurfacing of existing manhole interiors.

1.02 SUBMITTALS
A. Submit shop drawings in accordance with the Special Provisions and Section 013000.

B. Detailed plan for the accomplishment of repair work. Include a detailed description of the repair methods and equipment to be used for each phase of the repair work, and the sequence of work.

C. Manufacturer’s recommendations and product data sheets for all repair materials including performance criteria, surface preparation, ambient condition requirements and applications, curing requirements, volatile organic compound (VOC) data, and safety requirements.

D. Material Safety Data Sheets (MSDS) for any materials brought on-site including all repair system materials, solvents and abrasive blast media.

E. Design Mixes: Provide concrete and cement mortar as specified herein.

F. Safety and health procedures/plan
PART 2 - MATERIALS

2.01 WATER
A. The water used for mixing concrete repair products shall be clear, potable and free of deleterious substances.

2.02 REPAIR CONCRETE
A. Rapid-setting, repair concrete when concrete is greater than a depth of 2 inches to rebuild manhole channels and benches.

B. Products:

1. CTS Cement Rapid Set Concrete Mix
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CONCRETE REPAIR
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
030130-2

2. Or approved equivalent product.

3.01 REPAIR MORTAR
A. Trowelable grade, rapid-setting, cementitious repair mortar when concrete is deteriorated greater than a depth of 1/4-inch and when recommended by the Manufacturer to rehabilitate and restore concrete and provide level substrate for application of the protective lining.

B. Products:

1. Tnemec Series 217 MortarCrete

2. CTS Cement Rapid Set Mortar Mix

3. Or approved equivalent product.

PART 3 - EXECUTION

3.02 GENERAL REQUIREMENTS:

A. The areas of manhole reconfiguration and repairs after pipe busting are indicated in the plans.

B. The work specified herein is intended to cover the requirements for repair and reconstruction of concrete only, to a maximum depth of approximately 18 inches.

If after blasting and cleaning, an area is discovered that requires a repair greater than 18-inches deep, or an area is discovered that requires repair or replacement of reinforcing steel, notify the Owner so that details may be provided to the Contractor to complete the repair.

C. Perform work in spaces within structures at temperature and conditions suitable for proper curing in accordance with the manufacturer's recommendations and Section 099720 where coatings are to be applied.

D. Remove foreign materials, scaling, broken, loose and disintegrating materials by use of hand tools or with a 3,500-psi high-pressure washer down to solid unyielding material. Surfaces prepared for epoxy modified mortar shall be prepared in accordance with NACE No. 6/SSPC-SP13 Joint Surface Preparation Standards. Contractor shall prevent debris from entering the outfall sewer during material removal.

E. Remove all sharp edges, ridges, form fins, and other concrete protrusions.

F. Clean surfaces thoroughly of efflorescence, oils, grease and other objectionable material in area to be repaired in accordance with the manufacturer's recommendations.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CONCRETE REPAIR
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
030130-3
G. Repaired surfaces to receive a coating shall comply with Section 099720.

3.03 BENCH AND CHANNEL RECONSTRUCTION OR REPAIRS GREATER THAN 2 INCHES
A. Repair concrete shall be used for reconstruction of bench and channel (up to 18 inches) or structural repairs. Install repair concrete to the final surface of the reconstructed bench or channel.

B. Make final finished surface of repairs smooth and even with the existing surface.

Do not feather repair concrete to meet existing concrete surface.

C. Repair concrete shall be allowed to sufficiently cure prior to subject to immersion or coating application.

D. Repair concrete shall be allowed to cure a minimum of 16 hours prior to coating.

3.04 BENCH RECONSTRUCTION OR REPAIRS LESS THAN 2 INCHES AND

RESURFACING
A. Repair mortar shall be used for reconstruction of bench and channel, structural repairs, or surface repairs up to 2 inches deep. Mortar shall be placed in accordance with Manufacturer’s written instructions as outlined in the product data sheet and application guide.

B. Repair mortar shall be used for filling voids, bugholes, static cracks and joints, and for general concrete patching, and to provide a uniform, void free surface.

C. Make final finished surface of repairs smooth and even with the existing surface.

Do not feather repair mortar to meet existing concrete surface.

D. Repair Mortar shall be allowed to sufficiently cure prior to subject to immersion or coating per the Contract Documents or per Manufacturer’s written instructions as outlined in the product data sheet and application guide.

3.05 SAFETY AND HEALTH REQUIREMENTS
A. Contractor shall provide their own policy, based on applicable regulations, especially those concerning entering and working in hazardous environments to the Owner for review prior to beginning work.

B. In accordance with the requirements 29 CFR 1910.146, the Contractor shall provide and require the use of personal protective and lifesaving equipment for all persons working in confined spaces.

C. Head and face protection and respiratory devices shall include protective helmets conforming to the requirements of ANSI Z 89.1-2009 which shall be worn by all persons at all times while in the vicinity of the work when coatings Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CONCRETE REPAIR
CIP 5002 SEWER SYSTEM UPGRADES PROJECT - AUG 2025
030130-4
are being applied. In addition, workers engaged in or near the work during sandblasting shall wear eye and face protection devices meeting the requirements of ANSI Z 87.1-2010 and a respirator with appropriate filter.

D. Ventilation shall be used to control potential exposures to workers, as set forth in Code of Federal Regulations Title 29 Section 1910.94 of the OSHA Regulations for Construction, ventilation shall be adequate to reduce the concentration of the air contaminant to the degree that a hazard to the worker does not exist.

Methods of ventilation shall meet the requirements set forth in ANSI Z9.2-2006.

3.06 CLEANING:

Clean excess materials caused by work under this Section from existing surfaces by hand or with the use of power sanders where required.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PRECAST CIRCULAR CONCRETE MANHOLES
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
034210-1
SECTION 034210 PRECAST CIRCULAR CONCRETE MANHOLES
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes design, materials, testing, and installation of precast circular concrete manholes.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Trenching, Backfilling, and Compacting: 312316.

B. Leakage and Infiltration Testing: 330130.

C. PVC Gravity Sewer Pipe: 333112.

D. HDPE Pipe: 402097

1.03 SUBMITTALS
A. Submit shop drawings in accordance with the Special Provisions and Section 013300.

B. Submit manufacturer's catalog data on precast concrete manholes, frames, pipe connections, joint sealing compound, and covers. Show dimensions and materials of construction by ASTM reference and grade. Show lettering on manhole covers.

PART 2 - MATERIALS

2.01 PRECAST CIRCULAR CONCRETE MANHOLES
A. Precast circular concrete manholes shall comply with ASTM C478, except that the wall thickness shall be 4 inches minimum. Minimum manhole diameter shall be 48 inches. Design manholes for the depths shown in the drawings, assuming a soil density of 130 pounds per cubic foot.

B. Minimum allowable steel shall be hoops of No. 4 wire cast into each unit.

C. Precast top sections shall be eccentric cone, except where shown otherwise in the drawings.

D. Design joints using a butyl rubber sealant per ASTM C990.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PRECAST CIRCULAR CONCRETE MANHOLES
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
034210-2

2.02 CONCRETE
A. Cement for manholes and precast bases shall conform to ASTM C150, Type II/V.

B. Concrete used in pouring the manhole base shall be Class A as defined by the City of Grover Beach Standards and Specifications. Cast manholes without steps (ladder rungs).

2.03 MANHOLE FRAMES AND COVERS
A. Manhole frames and covers shall be made of cast iron conforming to ASTM A48, Class 30. Castings shall be smooth, clean, and free from blisters, blowholes, and shrinkage. Frames and covers shall be designed for H20-44 traffic loads. The cover shall seat firmly into the frame without rocking.

B. Grind or otherwise finish each cover so that it will fit in its frame without rocking.

Frames and covers shall be matchmarked in sets before shipping to the site.

C. Sewer manhole covers shall have the word "SEWER" and the letters as indicated in the drawings cast thereon. Do not apply any other lettering unless indicated otherwise in the drawings.

D. Before leaving the foundry, clean castings and subject them to a hammer inspection.

2.04 SEALING COMPOUND AND MORTAR
Butyl rubber sealing compound shall comply with ASTM C990. Mortar shall comply with ASTM C387, Type S, or use grout.

2.05 PIPE CONNECTIONS FOR PRECAST SEWER MANHOLES
Provide resilient watertight connectors between precast manholes and piping in accordance with ASTM C923. Connections shall consist of a chemically resistant neoprene EPDM flexible boot, locking ring, and pipe clamp(s). The locking ring shall be stainless steel and shall lock the boot into the preformed opening in the manhole. The pipe clamp shall be stainless steel. Alternatively, cast the flexible boot in the manhole and eliminate the locking ring. Pipe connections shall be KorN-Seal (Dukor Corporation), Z-Lok-XP (A-Lok Products, Inc.), or equal.

PART 3 - EXECUTION

3.01 MANHOLE BASE
A. Excavate for the manhole and compact to 90% relative density.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PRECAST CIRCULAR CONCRETE MANHOLES
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
034210-3
B. Form and pour concrete bases as one monolithic pour. Form the portion above the invert elevation of the sewer pipe to provide a smooth channel section.

Channels shall vary uniformly in size and shape from inlet to outlet.

C. Use of precast manhole bases to be approved by City prior to construction.

3.02 INSTALLING MANHOLES
A. Set each precast concrete manhole unit plumb on a bed of sealant or mortar to make a watertight joint at least 1/2 inch thick with the concrete base or with the preceding unit. Point the inside joint and wipe off the excess sealant or mortar.

Secure the manhole frame to the grade ring with grout and cement mortar fillet.

Backfill, compact, and replace pavement.

B. Assemble units so that the cover conforms to the elevation determined by the manhole location as follows:

1. In Paved Areas: Top of cover shall be flush with the paving surface.

2. In Shoulder Areas: Top of cover shall be flush with existing surface where it is in traveled way of shoulder and 0.1 foot above existing surface where outside limits of traveled way but not in the existing roadside ditch.

3. In Roadside Ditch or Unpaved Open Areas: Top of cover shall be 18 inches above the ground surface.

3.03 SEALING AND GROUTING OF MANHOLE SECTIONS
Clean ends of precast sections of foreign materials. Place two wraps of mastic sealing compound within the groove of the lower section. Set next section in place.

Fill remaining interior and exterior joint cavity completely with mortar of the proper consistency. Trowel interior and exterior surfaces smooth on tongue-and-groove joints. Wipe off any excess grout from the interior and exterior of the joints. Prevent mortar from drying out by applying curing compound or comparable method. Chip out and replace cracked or defective mortar. Completed manhole shall be rigid and watertight.

3.04 LEAKAGE TESTING OF SEWER MANHOLES
Test manholes for leakage along with the pipe.

3.05 BACKFILL AROUND MANHOLES
Backfill and compact around the manholes using native material, per Section 312316 and the pipe specification.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
DRAFT ‐ NOT FOR CONSTRUCTION
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Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CHEMICAL-RESISTANT COATINGS FOR CONCRETE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
099720-1
SECTION 099720 CHEMICAL-RESISTANT COATINGS FOR CONCRETE PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials and installation of a chemical-resistant coating for concrete subject to corrosive environments.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Concrete Repair: 030130.

1.03 SUBMITTALS
A. Submit shop drawings in accordance with the Special Provisions and Section 013300.

B. Submit manufacturer's data sheets showing the following information:

1. Percent solids by volume of coating compound.

2. Number of coats required to give the specified dry thickness.

3. Minimum recommended dry thickness per coat for prime, intermediate, and finish coats.

4. Recommended surface preparation.

5. Recommended surface tensile strength of the concrete surface.

6. Application instructions including recommended equipment and temperature limitation.

7. Curing requirements and instructions.

C. Applicator Qualifications:

1. Manufacturer certification that Applicator has been trained and approved in the handling, mixing and application of the products to be used. Certification letter shall be dated within six months of bid date.

2. The Applicator shall provide four (4) references which demonstrate previous successful projects completed for the specified structural protective coating system or comparable, during the last two (2) years.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CHEMICAL-RESISTANT COATINGS FOR CONCRETE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
099720-2

3. Certification that the equipment to be used for applying the products has been manufactured or approved by the protective coating manufacturer and Applicator personnel have been trained and certified for proper use of the equipment. Certification letter shall be dated within six months of bid date.

4. Proof of any necessary federal, state or local permits or licenses necessary for the project.

D. Submit material safety data sheets for each coating.

1.04 SAFETY AND HEALTH REQUIREMENTS
A. In accordance with the requirements 29 CFR 1910.146, the Contractor shall provide and require the use of personal protective and lifesaving equipment for all persons working in confined spaces.

B. Head and face protection and respiratory devices shall include protective helmets conforming to the requirements of ANSI Z 89.1-2009 which shall be worn by all persons at all times while in the vicinity of the work when coatings are being applied. In addition, workers engaged in or near the work during sandblasting shall wear eye and face protection devices meeting the requirements of ANSI Z

87.1-2010 and a respirator with appropriate filter.

C. Where ventilation is used to control potential exposures to workers, as set forth in Code of Federal Regulations Title 29 Section 1910.94 of the OSHA Regulations for Construction, ventilation shall be adequate to reduce the concentration of the air contaminant to the degree that a hazard to the worker does not exist. Methods of ventilation shall meet the requirements set forth in ANSI Z9.2-2006.

1.05 QUALITY ASSURANCE
A. Applicator shall initiate and enforce quality control procedures consistent with applicable ASTM, NACE and SSPC standards and the protective coating manufacturer's recommendations.

1.06 WARRANTY
A. Applicator shall warrant all work against defects in materials and workmanship for a period of one (1) year, unless otherwise noted, from the date of final acceptance of the project. Applicator shall, within a reasonable time after receipt of written notice thereof, repair defects in materials or workmanship which may develop during said one (1) year period, and any damage to other work caused by such defects or the repairing of same, at his own expense and without cost to theCity.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

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CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
099720-3
PART 2 - MATERIALS

2.01 MANHOLE PROTECTIVE COATING
A. The coating shall be a two-component epoxy or rigid polyurethane material that can be applied as a monolithic liner suitable for sanitary sewer manholes.

B. Service Conditions: Buried concrete and concrete submerged in raw wastewater and exposed to an atmosphere containing up to 800-ppm hydrogen sulfide, saturated with water vapor, and at a maximum temperature of 120°F.

C. Characteristics shall be as follows:

1. Solids by Volume: 100% per ASTM D2697

2. Compressive Strength: 16,000 psi (minimum) per ASTM D695

3. Adhesion Strength: Substrate failure per ASTM D4541.

D. Product:, CPP Sprayliner or CPP Trowel Liner as manufactured by Epoxytec, Raven 405 by RLS solutions, Inc., SprayWall as manufactured by Sprayroq Inc.,or equal. Apply coating(s) to give a total dry coating thickness of at least 125 mils.

2.02 ABRASIVES FOR SURFACE PREPARATION OF CONCRETE
Abrasives used for preparation of concrete surfaces shall be ARB certified recycled copper slag as manufactured by Kleen Industries, or equivalent.

PART 3 - EXECUTION

3.01 COATING SYSTEM
A. Materials including primer, intermediate, and finish coats shall be produced by the same manufacturer. Thinners, cleaners, driers, and other additives shall be as recommended by the coating manufacturer.

B. Deliver coatings to the jobsite in the original, unopened containers.

3.02 WEATHER CONDITIONS
A. Do not coat in the rain, wind, snow, mist, and fog or when surface temperatures are less than 5°F above the dew point.

B. Do not apply coatings when the relative humidity is above 85% or the temperature is above 90°F.

C. Do not coat when temperature of concrete to be painted is above 120°F.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CHEMICAL-RESISTANT COATINGS FOR CONCRETE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
099720-4
D. Do not apply coatings if air or surface temperature is below manufacturers recommend application limits or expected to be below recommended limits in 24 hours.

3.03 SURFACE PREPARATION
A. Remove all existing protective coatings by blasting where present unless indicated otherwise on the drawings.

B. Surfaces to receive protective coating shall be cleaned and abraded to produce a sound surface with profile to meet as a minimum ICRI CSP4 –CSP6 profile and porosity to provide a strong bond between the protective coating and the substrate. Use of a high-pressure water cleaning using equipment capable of a minimum 4,000 psi at 3.5 gpm with a turbo head jet nozzle, high pressure water jetting (refer to SSPC-SP 13/NACE No.6), abrasive blasting, shotblasting, grinding, scarifying or acid etching may be used.

C. Concrete surfaces on which coating is to be applied shall be of even color, gray or gray-white. The surface shall have no pits, pockets, holes, or sharp changes of surface elevation. The concrete surfaces shall also be free of fins, projections, bugholes, honeycombs, and loosely adhering concrete, dirt, and dust particles.

Scrubbing with a stiff-bristle fiber brush shall produce no dusting or dislodging of cement or sand. Sprinkling water on the surface shall produce no water beads or standing droplets. Concrete and masonry shall be free of laitance and slick surfaces. The grain of the concrete surface to touch shall not be rougher than that of No. 10 mesh sand.

D. Repair existing deteriorated concrete per Section 030130. Detergent water cleaning and hot water blasting may be necessary to remove oils, grease or other hydrocarbon residues from the concrete. Whichever method(s) are used, they shall be performed in a manner that provides a uniform, sound clean neutralized surface that is not excessively damaged.

E. The area between the concrete structure and manhole ring, cover plate frame, expansion joint and any other penetration, shall be grouted with a flexible grout or gel.

F. A termination groove “key” cut into the substrate between the bottom of the manhole frame and concrete and where the coating is terminated shall be provided. The “key” shall be a minimum ¼”w x ¼”d, cut at a minimum 45º angle (60º maximum).

G. Surfaces to receive protective coating shall be dry to the touch and or with no visible dampness. If required, drying may be accomplished by a minimum of 20 minutes of a heated, forced air blower. The drying shall be to the specification dictated by the coating manufacturer and its trained applicator.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

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CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
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H. Do not apply coatings to concrete when the concrete is outgassing. Apply coatings only when the concrete surface temperature is stable, not rising.

3.04 COATING APPLICATION
A. Application procedures shall conform to the recommendations of the protective coating manufacturer, including material handling, mixing, safety, and application equipment.

B. Unless otherwise noted coating shall cover all interior surfaces from the manhole frame to top of channel.

C. The entire coating shall be pinhole free.

D. If necessary, subsequent topcoating or additional coats of the protective coating should occur as soon as the basecoat becomes tack free, no later than the recoat window for the specified products. Additional surface preparation procedures will be required if this recoat window is exceeded.

E. Follow all published and manufacturer recommended application methods.

F. If spraying, the Contractor must be certified to spray by the coating manufacturer verifying training and that the spray equipment is approved by the coating manufacturer, specifically designed to accurately ratio and condition the specified epoxy coating materials. Refer to the manufacturers’ spray instruction and procedure prior to procuring material and applying any material in order to receive proper material variations and application considerations.

G. If trowel-applied, properly mix and apply materials to all specified surfaces by hand-applied methods with trowel or trowel-type tools.

H. Follow manufactures guidelines for proper cure time.

I. The entire coating shall be pinhole free.

3.05 HOLIDAY (CONTINUITY) TESTING OF APPLIED COATING
After the protective coating has set hard to the touch it shall be inspected with high-voltage holiday detection equipment by the Contractor and witnessed by the Owners Representative. Surface shall first be dried, an induced holiday shall then be made on to the coated concrete or metal surface and shall serve to determine the minimum/maximum voltage to be used to test the coating for holidays at that particular area. The spark tester shall be initially set at 100 volts per 1 mil (25 microns) of film thickness applied but may be adjusted as necessary to detect the induced holiday (refer to NACE RPO188-2006 or ASTM D4787 Continuity Testing of Liquid or Sheet Liners On Concrete -Holidays). All detected holidays shall be marked and repaired by abrading the coating surface with grit disk paper or other Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CHEMICAL-RESISTANT COATINGS FOR CONCRETE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
099720-6
hand tooling method. After abrading and cleaning, additional protective coating material can be hand applied to the repair area. All touch-up/repair procedures shall follow the protective coating manufacturer's recommendations.

3.06 ADHESION TESTING
A. If requested by the City’s Inspector, adhesion testing shall be conducted by the Contractor after the coating system has cured per manufacturer instruction and in accordance with ASTM D4541(Steel) or ASTM 7234(Concrete). A minimum of one 20 mm dolly shall be affixed to the lined surface of the structure at the upper section, mid section and at the bottom.

B. If requested, a minimum of three tests will be performed per manhole. Each testing location shall be identified by the City’s Inspector. The adhesive used to attach the dollies to the liner shall be a two-part 100% solids epoxy adhesive with a tensile strength greater than the tensile strength of the lining system. Affix the 20 mm dollies to the lining surfaces and allow it to cure in accordance with the manufacturer’s instructions. The lining material and dollies shall be adequately prepared to receive the adhesive. Prior to pull test, the Contractor shall utilize a scoring device to cut through the coating until the substrate is reached. Extreme care shall be required while scoring to prevent micro cracking in the coating, since cracks may cause failures at diminished strengths. Failure due to improper dolly adhesive or scoring shall require retesting.

C. The pull tests in each area shall meet or exceed 200 psi. and shall include subbase adhered to the back of the dolly or no visual signs of coating material in the test hole. Pull tests with results between a minimum 150 psi and 200 psi shall be acceptable if more than 50% of the subsurface is adhered to the back of the dolly. A test result can be discarded, as determined by the Engineer, if there is a valid nonstatistical reason for discarding the test results as directed by Sections

8.4 and 8.5 of ASTM D4541 and ASTM D7234. If any test fails, a minimum of three additional locations in the section of the failure shall be tested, as directed by the Engineer or Owners Representative. If any of the retests fail, all loosely adhered or unadhered liner in the failed area, as determined by the Engineer, shall be removed and replaced at the Contractor’s expense. If a structure fails the adhesion test, one additional structure or 10% of the initial number of structures selected for testing shall be tested at the discretion of the Engineer and/or as specified in the Special Provisions. All touch-up/repair procedures shall follow the protective coating manufacturer's recommendations and be performed by the Contractor.

3.07 DRY-FILM THICKNESS TESTING
A. The mil thickness will be measured and confirmed with the scored and pulled test samples performed under Part 3.06 when adhesion testing is requested.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CHEMICAL-RESISTANT COATINGS FOR CONCRETE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
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B. When adhesion testing is not performed, the mil thickness will be measured and confirmed by drilling a small diameter hole through the coating to the underling concrete surface and measuring the thickness using a micrometer probe.

Thickness test locations will be at the direction of the City’s Inspector. All touchup/repair procedures shall follow the protective coating manufacturer's recommendations and be performed by the Contractor.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

CHEMICAL-RESISTANT COATINGS FOR CONCRETE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
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DRAFT ‐ NOT FOR CONSTRUCTION
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Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRENCHING, BACKFILLING, AND COMPACTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
312316-1
SECTION 312316 TRENCHING, BACKFILLING, AND COMPACTING
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials, testing, and installation for pipeline trench excavation, backfilling, and compacting.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Protecting Existing Underground Utilities: 020120.

1.03 SUBMITTALS
A. Submit electronic copy of a report from a testing laboratory verifying that import material contains less than 0.25% asbestos by weight or volume.

B. Submit electronic copy of a report from a testing laboratory verifying that material conforms to the specified gradations or characteristics for granular material, imported sand, and rock refill for foundation stabilization.

C. Submit method(s) of compaction including removal sequence of shoring where used.

1.04 TESTING FOR COMPACTION
A. The Owner will test for compaction as described below.

B. Determine the density of soil in place by nuclear methods, ASTM D6938.

Compaction tests will be performed for each lift or layer.

C. Determine laboratory moisture-density relations of soils by ASTM D1557. If nuclear methods are used for in-place density determination, the compaction test results for maximum dry density and optimum water content shall be adjusted in accordance with ASTM D4718. This will be required for determination of percent relative compaction and moisture variation from optimum.

D. Determine the relative density of cohesionless soils by ASTM D4253 and D4254.

E. Sample backfill materials per ASTM D75.

F. "Relative compaction" is the ratio, expressed as a percentage, of the in-place dry density to the laboratory maximum dry density.

G. Compaction shall be deemed to comply with the specifications when no more than one test falls below the specified relative compaction. The one test shall be no Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRENCHING, BACKFILLING, AND COMPACTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
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more than three percentage points below the specified compaction. The Contractor shall pay the costs for any retesting or additional testing of work not conforming to the specifications.

H. Where compaction tests indicate a failure to meet the specified compaction, the Owner will take additional tests every 25 feet in each direction until the extent of the failing area is identified. Rework the entire failed area until the specified compaction has been achieved.

1.05 PAVEMENT ZONE
The pavement zone includes the asphalt concrete and aggregate base pavement section placed over the trench backfill.

1.06 TRENCH ZONE
The trench zone includes the portion of the trench from the top of the pipe zone to the bottom of the pavement zone in paved areas or to the existing surface in unpaved areas.

1.07 PIPE ZONE
The pipe zone shall include the full width of trench from the bottom of the pipe or conduit to a horizontal level 6 inches above the top of the pipe. Where multiple pipes or conduits are placed in the same trench, the pipe zone shall extend from the bottom of the lowest pipe to a horizontal level above the top of the highest or topmost pipe.

1.08 PIPE BASE OR BEDDING
The pipe base or bedding shall be defined as a layer of material immediately below the bottom of the pipe or conduit and extending over the full trench width in which the pipe is bedded. Thickness of pipe base shall be 6 inches.

PART 2 - MATERIALS

2.01 MATERIAL FOR BACKFILL—TRENCH ZONE
Trench backfill shall consist of imported or onsite material that is free of organics, debris, oversized material (greater than 3 inches in size), broken pavement, and other deleterious materials. Imported trench backfill material shall have at least 85 percent of the material passing the U.S. Standard No. 4 sieve.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

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CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
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2.02 SAND--PIPE ZONE AND PIPE BASE
A. Native materials free of organics, debris, oversized material (greater than 3 inches in size), broken pavement, and other deleterious materials are suitable for use in the pipe zone and as pipe base.

B. Imported sand used in the pipe zone or for the pipe base shall have the following gradation:

Sieve Size Percent Passing By Weight
1 inch 100
No. 4 80 to 100
No. 200 0 to 15
C. Imported sand shall have a minimum sand equivalent of 30 per ASTM D2419.

2.03 GRAVEL AND CRUSHED ROCK--PIPE ZONE AND PIPE BASE
A. Gravel or crushed rock material shall contain less than 0.25% asbestos by weight or volume and shall meet the following gradation:

Sieve
Sizes
Percent
Passing
1 1/2 inches 100
1 inch 86 to 100
3/4 inch 52 to 85
3/8 inch 15 to 38
No. 4 0 to 16
No. 8 0 to 6

2.04 SAND-CEMENT SLURRY BACKFILL--PIPE ZONE
Sand-cement slurry backfill shall consist of one sack (94 pounds) of Type I or II portland cement added per cubic yard of imported sand and sufficient water for workability.

2.05 FILTER FABRIC
Filter fabric shall conform to Section 96-1.02B of the California Department of Transportation Standard Specifications. Filter fabric shall be MIRAFI 140N, manufactured by Mirafi Inc.; or equal. .

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRENCHING, BACKFILLING, AND COMPACTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
312316-4
PART 3 - EXECUTION

3.01 SLOPING, SHEETING, SHORING, AND BRACING OF TRENCHES Trenches shall have sloping, sheeting, shoring, and bracing conforming with 29CFR1926, Subpart P--Excavations, CAL/OSHA requirements, and the Special Provisions.

3.02 SIDEWALK, PAVEMENT, AND CURB REMOVAL
Cut bituminous and concrete pavements regardless of the thickness and curbs and sidewalks prior to excavation of the trenches with a pavement saw or pavement cutter. Width of the pavement cut shall be at least equal to the required width of the trench at ground surface. Haul pavement and concrete materials from the site. Do not use for trench backfill.

3.03 TRENCH EXCAVATION
A. Excavate the trench to the lines and grades shown in the drawings with allowance for pipe thickness, sheeting and shoring if used, and for pipe base or special bedding. If the trench is excavated below the required grade, refill any part of the trench excavated below the grade at no additional cost to the Owner with imported sand. Place the refilling material over the full width of trench in compacted layers not exceeding 8 inches deep to the established grade with allowance for the pipe base or special bedding.

B. Trench widths in the pipe zone shall be as shown in the drawings. Comply with 29CFR Part 1926 Subpart P--Excavations. Trench width at the top of the trench will not be limited except where width of excavation would undercut adjacent structures and footings. In such case, width of trench shall be such that there is at least 2 feet between the top edge of the trench and the structure or footing.

3.04 TRENCH EXCAVATION IN BACKFILL AND EMBANKMENT AREAS A. Construct and compact the embankment to an elevation of 1-foot minimum over the top of the largest pipe or conduit to be installed.

B. Excavate trench in the compacted backfill or embankment.

3.05 LOCATION OF EXCAVATED MATERIAL
A. Contractor to identify stockpile location for excavated material. Do not obstruct any roadways or streets. Do not place trench spoil over pipe, buried utilities, manholes, or vaults. Conform to federal, state, and local codes governing the safe loading of trenches with excavated material.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRENCHING, BACKFILLING, AND COMPACTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
312316-5
B. Locate trench spoil piles at least 15 feet from the tops of the slopes of trenches.

Do not operate cranes and other equipment on the same side of the trench as the spoil piles.

3.06 LENGTH OF OPEN TRENCH
Limit the length of open trench to 100 feet in advance of pipe laying or amount of pipe installed in one working day. Complete backfilling and temporary or first layer paving not more than 50 feet in the rear of pipe laying.

3.07 DEWATERING
Provide and maintain means and devices to remove and dispose of water entering the trench excavation during the time the trench is being prepared for the pipe laying, during the laying of the pipe, and until the backfill at the pipe zone has been completed. These provisions shall apply during both working and nonworking hours, including lunchtime, evenings, weekends, and holidays.

Dispose of the water in a manner to prevent damage to adjacent property and in accordance with regulatory agency requirements. Do not drain trench water through the pipeline under construction.

3.08 FOUNDATION STABILIZATION
A. After the required excavation has been completed, the Owner will inspect the exposed subgrade to determine the need for any additional excavation. It is the intent that additional excavation be conducted in all areas within the influence of the pipeline where unacceptable materials exist at the exposed subgrade. Over excavation shall include the removal of all such unacceptable materials that exist directly beneath the pipeline to a width 24 inches greater than the pipe outside diameter and to the depth required.

B. Place filter fabric on the bottom of the trench and up the sides a sufficient height to retain gravel material. Backfill the trench to subgrade of pipe base with gravel material for foundation stabilization. Place the foundation stabilization material over the full width of the trench and compact in layers not exceeding 8 inches deep to the required grade. Foundation stabilization work shall be executed in accordance with a change order.

C. Gravel used by the Contractor for his convenience will not be cause for any additional payment.

3.09 INSTALLING BURIED PIPING
A. Grade the bottom of the trench to the line and grade to which the pipe is to be laid, with allowance for pipe thickness. Remove hard spots that would prevent a uniform thickness of bedding. Place the specified thickness of pipe base material over the full width of trench. Grade the top of the pipe base ahead of the pipe laying to provide firm, continuous, uniform support along the full length of pipe, Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRENCHING, BACKFILLING, AND COMPACTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
312316-6
and compact to the relative compaction specified herein. Before laying each section of the pipe, check the grade and correct any irregularities.

B. Excavate bell holes at each joint to permit proper assembly and inspection of the entire joint. Fill the area excavated for the joints with the bedding material specified or indicated in the drawings for use in the pipe zone. If no bedding material is specified or indicated, use native or imported sand.

C. Inspect each pipe and fitting before lowering the buried pipe or fitting into the trench. Inspect the interior and exterior protective coatings. Patch damaged areas in the field with material recommended by the protective coating manufacturer.

Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after installation.

D. Handle pipe in such a manner as to avoid damage to the pipe. Do not drop or dump pipe into trenches under any circumstances.

E. When installing pipe, do not deviate more than 1 inch from line or 1/4 inch from grade. Measure elevation at the pipe invert.

F. After pipe has been bedded, place pipe zone material simultaneously on both sides of the pipe, in maximum 8-inch lifts, keeping the level of backfill the same on each side. If no pipe zone material is specified or indicated, use native or imported sand. Carefully place the material around the pipe so that the pipe barrel is completely supported and no voids or uncompacted areas are left beneath the pipe. Use particular care in placing material on the underside of the pipe to prevent lateral movement during subsequent backfilling.

G. Compact each lift to the relative compaction specified herein.

H. Push the backfill material carefully onto the backfill previously placed in the pipe zone. Do not permit free-fall of the material until at least 2 feet of cover is provided over the top of the pipe. Do not drop sharp, heavy pieces of material directly onto the pipe or the tamped material around the pipe. Do not operate heavy equipment or a sheepsfoot wheel mounted on a backhoe over the pipe until at least 3 feet or one-half of the internal diameter, whichever is greater, of backfill has been placed and compacted over the pipe.

I. When the pipe laying is not in progress, including the noon hours, close the open ends of pipe. Do not allow trench water, animals, or foreign material to enter the pipe.

J. Keep the trench dry until the pipe laying and jointing are completed.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRENCHING, BACKFILLING, AND COMPACTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
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3.10 BACKFILL COMPACTION
A. Unless otherwise shown in the drawings or otherwise described in the specifications for the particular type of pipe installed, relative compaction in pipe trenches shall be as follows:

1. Pipe Zone: 90% relative compaction.

2. Backfill in Trench Zone: 95% relative compaction.

3. Gravel for Foundation Stabilization: 80% relative density.

4. Refill for Overexcavation: 80% relative density.

B. Compact trench backfill to the specified relative compaction. Compact by using mechanical compaction or hand tamping. Do not use high-impact hammer-type equipment except where the pipe manufacturer warrants in writing that such use will not damage the pipe.

C. Compact material placed within 12 inches of the outer surface of the pipe by hand tamping only.

D. Do not use any axle-driven or tractor-drawn compaction equipment within 5 feet of building walls, foundations, and other structures.

3.11 MATERIAL REPLACEMENT
Remove and replace any trenching and backfilling material that does not meet the specifications, at the Contractor's expense.

3.12 PLACING SAND-CEMENT SLURRY BACKFILL
Place sand-cement slurry backfill in a uniform manner that will prevent voids in or segregation of the material. Remove foreign material that falls into the excavation or trench. Do not commence backfilling over or place any material over the slurry cement backfill until at least four hours after placing the sand-cement slurry.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

TRENCHING, BACKFILLING, AND COMPACTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
312316-8
DRAFT ‐ NOT FOR CONSTRUCTION
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LEAKAGE AND INFILTRATION TESTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330130-1
SECTION 330130 LEAKAGE AND INFILTRATION TESTING
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes testing of sewers not intended to be pressurized in excess of 5 psi or 12 feet head of water. Leakage test is by internal air pressure or water.

Infiltration test is by measurement of rate of flow of water.

1.02 RELATED WORK SPECIFIED ELSEWHERE
Sanitary Sewer System Television Inspection: 330131.

PART 2 - MATERIALS

2.01 TEST PLUGS
Inflatable and expandable type, braced to contain 5 psi over the pipe cross-section area.

2.02 PRESSURE-RELIEF VALVE
Set to limit the internal pipe test pressure to 5 psi.

PART 3 - EXECUTION

3.01 SELECTION OF ALTERNATE TEST CRITERIA
A. When more than one pipe size is included in a test section, determine the test time by the criteria of ASTM F1417 for plastic pipe.

B. If the entire test section is submerged in groundwater, test for infiltration only.

3.02 PREPARATION OF THE PIPELINE
A. Prior to testing, flush and clean the pipeline to wet the pipe surface and cleanout debris.

B. Plug pipe outlets, including stoppers in laterals, to resist the leakage test pressure.

3.03 LEAKAGE TEST
A. Test for leakage or for infiltration by standard hydrostatic or low pressure air test.

Test each section of pipe between manholes, along with the manholes. Use the Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

LEAKAGE AND INFILTRATION TESTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330130-2
air test where the difference in elevation between the invert of the upper structure and the invert of the lower structure is more than 10 feet.

B. Test each section of pipe subsequent to the last backfill compacting operation.

3.04 HYDROSTATIC TEST PROCEDURE
A. Test each section of pipe between two successive structures by closing the lower end of the pipe to be tested and the inlet pipe of the upper structure with plugs or stoppers. Fill the pipe and structure with water to a point 5 feet above the invert of the open pipe in the upper structure.

B. In the beginning of the test, the elevation of the water in the upper manhole should be measured to a point on the manhole rim. After 4 hours, the water elevation in the upper manhole shall be measured from the same point on the manhole rim to determine any loss of water during the test period.

C. The total leakage shall be the decrease in volume of water in the upper structure.

The leakage shall not exceed 0.025 gpm per inch of nominal diameter of pipe per 1,000 feet of pipe being tested.

D. Should the test result in excess leakage, the City Standards permit drawing off water to test the manholes that contained the water. This test is done by plugging all the openings in the manholes and filling it with water to the same elevation as existed during the test. The leakage from the manhole may be deducted from the total leakage of the test section to calculate the test leakage of the pipe. After testing is complete, the manhole shall be waterproofed with grouting or other approved methods by the City.

E. If the leakage is greater than allowed, overhaul the pipe and, if necessary, replace and re-lay until the joints and pipe comply with this test. Complete tests before trench is paved.

3.05 AIR TEST
A. Conduct air tests per the following standards:

Pipe Material
Specification
Section
ASTM
Specification
PVC 333112 F1417, Table 1
HDPE 402097 F1417, Table 1
B. Test each section of pipe between two successive manholes by plugging pipe outlets with test plugs. Add air slowly until the internal pressure is raised to 4.0 psig. The compressor used to add air to the pipe shall have a blowoff valve set at 5 psig so that the internal pressure in the pipe never exceeds 5 psig. Maintain the internal pressure of 4 psig for at least two minutes to allow the air temperature to Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

LEAKAGE AND INFILTRATION TESTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330130-3
stabilize, then disconnect the air supply and allow the pressure to decrease to 3.5 psig. Measure the time in minutes that is required for the internal air pressure to drop from 3.5 psig to 2.5 psig. Compare the results with the values tabulated in the referenced ASTM specifications above.

C. If the pressure drop from 3.5 psig to 2.5 psig occurs in less time than the specified values, overhaul the pipe and, if necessary, replace and re-lay the pipe until the joints and pipe hold satisfactorily under this test.

D. Guard against the sudden expulsion of a poorly installed plug or a plug that is partially deflated.

3.06 TEST FOR INFILTRATION
A. If, in the construction of a section of the sewer between structures, excessive groundwater is encountered, close the end of the pipe at the upper structure sufficiently to prevent the entrance of water. Discontinue pumping groundwater for at least three days. Then test the section for infiltration. The infiltration shall not exceed 0.025 gpm per inch of diameter per 1,000 feet of main line pipe being tested as measured at the downstream structure. Test period shall be at least eight hours.

B. Where infiltration exceeds the maximum acceptable, immediately uncover the pipe and reduce the infiltration to within the maximum acceptable by replacing, relaying, or encasing the pipe in concrete.

3.07 MANHOLE TEST
A. Watertightness of manholes may be tested in connection with hydrostatic tests of the pipeline or at the time the manhole is completed and backfilled. Repair any leakage as a result of testing.

B. Fill the manhole with water to an elevation 1 foot below the bottom of the cone section with a maximum water depth of 20 feet. Where the manholes are tested with the pipeline, no additional leakage will be allowed above that for the main line pipe.

C. Where a separate manhole leakage test is performed or requested by the Owner's Representative, plug inlets and outlets with stoppers or plugs and fill the manhole to the limits indicated above. The maximum allowable drop in the water surface shall be 1/2 inch for each 15-minute period of testing.

3.08 CORRECTION OF OBSERVED LEAKS
Even though the infiltration is less than the maximum acceptable, stop any individual leaks that may be observed.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

LEAKAGE AND INFILTRATION TESTING
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330130-4

3.09 INSPECTION BY CONTRACTOR FOR DAMAGED OR DEFECTIVE PIPE IN PLACE
A. After backfilling and pavement replacement is complete and upon completion of the air test or infiltration test, inspect the pipe for damage and other defects by means of closed-circuit television (CCTV). Television inspection shall be in accordance with Section 330131.

B. Schedule the inspection in advance with the Owner's Representative.

C. If the CCTV inspection indicates any defects, excavate and repair or replace the faulty materials and construction and restore the work and the damage to work of others.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SANITARY SEWER SYSTEM TELEVISION INSPECTION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330131-1
SECTION 330131 SANITARY SEWER SYSTEM TELEVISION INSPECTION PART 1 - GENERAL

1.01 DESCRIPTION
This section includes television inspection digital audio-visual recording and reports associated with inspection of sanitary sewers.

1.02 RELATED WORK DESCRIBED ELSEWHERE
A. PVC Gravity Sewer Pipe: 333112.

1.03 DEFINITIONS
A. Television Inspection: Operation necessary to complete a true-color audio-visual inspection for verification of existing internal sewer line conditions. Furnish labor, materials, equipment, tools, and other incidental services for CCTV inspection.

B. MPEG: MPEG, which stands for Moving Pictures Expert Group, is the nickname given to a family of international standards fused for coding audio-visual information in a digital compressed format. For the purposes of this specification, digital audio-visual coding has a resolution of 352 pixels (x) by 240 pixels (y) and an interlaced frame rate of 30 frames per second. MPEG coding shall be named using the .mpg as the file extension.

C. Compact Disk-Read Only Memory (CD-ROM): For the purposes of this specification, CD-ROM shall be defined as a CD-R written or “burned” in accordance with the ISO-9660 Level 2 specifications.

PART 2 - MATERIALS

2.01 GENERAL
Furnish the television inspection studio, television camera, audio-visual digital encoding equipment/software, and other necessary equipment, materials, electricity, labor, technicians, as may be needed to perform the television inspection.

2.02 TELEVISION INSPECTION EQUIPMENT
A. The television inspection equipment shall be capable of inspecting a minimum of 1,000 feet of sewer line, when entry into the sewer can be accessed from the upstream and downstream manholes. When entry is at one end only, the inspection equipment shall be capable of inspecting 750 feet by a self-propelled Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SANITARY SEWER SYSTEM TELEVISION INSPECTION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330131-2
unit. The inspection equipment shall be capable of clearly televising the interior of a 6-inch-diameter sewer and larger sizes.

B. Transport the television equipment in a stable condition through the sewer line to be inspected. Throughout the inspection, position the camera equipment with the camera directed along the longitudinal axis of the sewer. When the television equipment is towed by winch and bond through the sewer line, the winches shall be stable with either locking or ratcheting drums. Winches shall be inherently stable under loaded conditions. The bonds shall be steel or of an equally nonelastic material to ensure the smooth and steady progress of the camera extension or traction through the sewer conduit. Prevent damage to the sewer conduit during the television inspection. In the case where the Contractor, for any reason, causes damage such as would be caused by incorrect deployment of bonds or retrieval of lodged equipment, the cost of repair or remedy shall be borne by the Contractor.

2.03 TELEVISION CAMERA
A. Use a television camera specifically designed and constructed for sewer pipeline inspection. The camera shall be waterproof and shall be operative in any conditions that may be encountered in the inspection environment. Provide a color pan and tilt camera to facilitate the inspection of service laterals and sewer line and manhole defects. The television camera shall be capable of 360-degree rotational scan indicating salient defects. The tilt arc shall not be less than 225 degrees unless otherwise approved by the Owner’s Representative. The adjustment of focus and iris shall provide a minimum focal range of 3 inches in front of the camera’s lens. Provide a visual size reference visible in front of the camera. The size reference must include sizes ¼”-2”.

B. The distance along the sewer in focus from the initial point of observation shall be a minimum of twice the vertical height of the sewer.

C. The illumination shall be such as to allow an even distribution of the light shadowing.

D. The view seen by the television camera shall be transmitted to a monitor of not less than 11 inches in size. The television camera shall be capable of receiving and transmitting a picture having not less than a resolution 352(x) by 240(y). The travel speed of the television inspection camera (through the sewer) shall be uniform and shall not exceed the maximum speed directed by the Owner’s Representative 6 inches per second under normal conditions.

E. Test the television inspection equipment to verify the picture quality. Use the Macroni Regulation Chart No.1 or the equipment manufacturer’s recommendation to clearly differentiate between the following colors: white, yellow, cyan, green, magenta, red, blue, and black.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SANITARY SEWER SYSTEM TELEVISION INSPECTION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330131-3
F. The television inspection equipment shall be of such quality as to enable the following to be achieved:

1. Color: With the monitor adjusted for correct saturation, the six colors plus black and white shall be clearly resolved with the primary and complementary colors in order of decreasing luminance.

2. Linearity: The background grid shall show squares of equal size, without convergence/divergence over the whole of picture. The center circle shall appear round and have the correct height/width relationship (±5%).

3. Resolution: The live picture must be displayed on a digital or analog monitor capable of providing a clear, stable image free of electrical interference with minimum horizontal resolution not less than 352(x) by 240(y) lines.

4. Color Consistency: To ensure that the camera shall provide similar results when used with its own illumination source, the lighting shall be fixed in intensity prior to commencing the survey. In order to ensure color consistency, no variation illumination shall take place during the inspection.

5. The Owner’s Representative may periodically check both the live and video picture color consistency against the color bar. Any differences will necessitate resurvey of the new length or lengths affected, at the Contractor’s expense.

6. The CCTV monitor display shall incorporate an automatically updated record in feet and tenths of a foot of the distance along the line from the cable calibration point to the center point of the camera or center point of the transducer, whichever unit is being used. The relative positions of the two center points should also be noted. Use a metering device that enables the cable length to be accurately measured; this shall be accurate ±1% or 6 inches whichever is greater. Demonstrate that the tolerance is being achieved by tape measurement between manholes on the surface. This taped measurement must be included on each television log both written and digital.

7. If the Contractor fails to meet the required standard of accuracy, the Owner’s Representative will instruct the Contractor to provide a new device to measure the footage. The Owner’s Representative may, at his discretion, instruct the Contractor in writing, to resurvey those lengths of sewer first inspected with the original measuring device using the new measuring device.

8. Audio-visual recordings and collected data made during the television inspection shall become the property of the Owner. Submit to the Owner immediately upon completion of the television inspection.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SANITARY SEWER SYSTEM TELEVISION INSPECTION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330131-4

2.04 TELEVISION STUDIO
The television studio shall be large enough to accommodate three people for the purpose of viewing the television monitor while the inspection is in progress. The television studio shall be insulated against noise and extremes in temperature and shall be provided with means of controlling external and internal sources of light in a manner capable of ensuring that the monitor screen display is in accordance with the requirements of this specification. The Owner’s Representative shall have access to view the television screen at all times. Locate the central control panel and television camera control in the mobile television studio. Mount the television studio on a mobile vehicle (truck or trailer), which allows safe and orderly movement of the inspection equipment throughout the jobsite.

PART 3 - EXECUTION

3.01 TELEVISION INSPECTION
A. Inspect sewer pipelines with pan and tilt conventional television imagery so as to record relevant features and defects of the pipeline under inspection. Inspection of pipelines shall be carried out in a format reviewed by the Owner’s Representative. Perform cleaning in accordance with the requirements of the contract documents. A skilled technician or supervisor who shall be located at the control panel in the mobile television studio shall control the operation of the television equipment.

B. If television inspection of an entire section cannot be successfully performed from one manhole, perform a reverse setup to obtain a complete television inspection.

No additional payment will be made for a reverse setup.

C. Provide a complete television inspection of both the upstream and downstream manholes beginning at the top of each manhole and panning down to inspect the entire manhole.

D. Whenever prevailing conditions allow, position the camera head to reduce the risk of picture distortion. In circular sewers, position the camera lens centrally (i.e., in prime position) within the sewer. In noncircular sewers, picture orientation shall be taken at mid-height, unless otherwise agreed, and centered horizontally. Direct the camera lens along the longitudinal axis of the sewer when in prime position.

A positioning tolerance of ±10% of the vertical sewer dimension shall be allowed when the camera is in prime position.

E. Perform television inspections during low flow conditions. The Owner’s Representative will reject any television inspection that, because of high flow conditions or for any other reason, does not produce an effective survey of the sewer pipe. If the water level is greater than 25% of the pipe diameter, conventional television inspection shall not be attempted without prior approval from the Owner’s Representative. In addition, if it is determined that effective Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SANITARY SEWER SYSTEM TELEVISION INSPECTION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330131-5
conventional television inspection cannot be performed, notify the Owner’s Representative in writing.

F. Do not pull a cleaning device in front of the television inspection camera during the taping of the sewer line.

3.02 DIGITAL AUDIO/VISUAL RECORDING
A. Take continuous digital video recordings of the inspection view as it appears on the television monitor. It is intended that a digital video recording will be made of the complete television inspection of the sewer lines constructed as part of this project. The recording shall also be used as a permanent record of defects. The recording shall be MPEG file format. The digital video encoding shall include both sound and video information that can be reproduced with a video image equal or very close to the quality of the original picture on the television monitor. The replay of the recorded video information, when reviewed by Windows Media PlayerTM, shall be free of electrical interference and shall produce a clear, stable image. The audio portion of the composite digital coding shall be sufficiently free of electrical interference background noise to produce an oral report that is clear and completely and easily discernible.

B. The audio portion of the inspection report shall include the location or identification of the section, the manhole-to-manhole direction of travel, and the distance traveled on the specific run encountered. The inspection camera equipment shall be on the specific run encountered. Continuously connect the inspection camera equipment to the television inspection or monitoring equipment. The recording and monitoring equipment shall have the built-in capability to allow the Owner’s Representative to instantly review both the audio and video quality of the recordings during the television survey. Playback speed shall be continuously adjustable from one-third normal speed for slow-motion viewing to normal playback speed.

C. Create separate MPEG files for each sewer line segment. In case of a reverse setup, store such inspection in a separate MPEG file. MPEG files shall be written to CD-ROM or DVD-ROM media for delivery to the Owner’s Representative.

Multiple MPEGs may exist on each CD-ROM or DVD-ROM. Each CD-ROM or DVD-ROM shall be labeled, at a minimum, with the following information: Owner, Engineering Firm, Project Name, Date of creation, ID number, Sewer Line Sections, and TVI Contractor’s firm name.

D. Name the MPEG files according to the following file specification: [Start Manhole Number]_[End Manhole Number]_[Month]_[Day]_[Year].mpg
E. The Owner’s Representative reserves the right to refuse an MPEG on the basis of poor image quality, excessive bit rates, inconsistent frame rates, or any other characteristics that may affect usability by the Owner’s Representative.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

SANITARY SEWER SYSTEM TELEVISION INSPECTION
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330131-6

3.03 TELEVISION INSPECTION REPORTS
A. Prepare a television inspection report covering the television inspection work and the information acquired. Prior to beginning work, submit a sample hardcopy television inspection report to the Owner’s Representative for review.

B. Report sewer defects in accordance with the National Association of Sewer Service Companies (NASSCO) program known as Pipeline Assessment and Certification Program (PACP). The Owner’s Representative reserves the right to refuse any inspection report that does not comply with the PACP program.

C. Prior to beginning work, submit to the Owner’s Representative operator’s certification in NASSCO’s PACP. Do not commence work until such certification is provided.

3.04 QUALITY CONTROL
A. Operate a quality control system that will effectively gauge the accuracy of inspection reports produced by the operator.

B. The Owner’s Representative shall be entitled to audit the control system and be present when assessments of the sewer integrity are being determined. When requested by the Owner’s Representative in writing, forward to the Owner’s Representative sufficient details and information for such audit assessment.

Should any report fail to achieve a margin that the Owner’s Representative deems satisfactory, the Contractor, without any additional compensation, shall recode and resubmit any data or reports that the Owner’s Representative deems necessary.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-1
SECTION 330524 PIPE BURSTING AND INSTALLATION OF HDPE PIPE PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials and installation of high-density polyethylene (HDPE) pipe into an existing vitrified clay pipe (VCP) by the pipe bursting method.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Temporary Sewage Bypass Pumping: 015800
B. Trenching, Backfilling, and Compacting: 312316.

C. Sanitary Sewer System Television Inspection: 330131
D. HDPE Pipe: 402097.

1.03 REFERENCE SPECIFICATIONS, CODES AND STANDARDS
A. The following references are part of this Specification. In case of conflict between the requirements of this Specification and those of the listed documents, the requirements of this Specification shall prevail. The latest editions of the following references shall be used.

ASTM D1238 – Measuring Flow Rates of Thermoplastics by Extrusion Plastometer
ASTM D1248 – Polyethylene Plastics Molding and Extrusion Materials ASTM D1505 – Density of Plastics by Density-Gradient Technique ASTM D1599 – Test for Short Term Rupture Strength of Plastic Pipe, Tubing, and Fittings
ASTM D1693 – Environmental Stress Cracking of Ethylene Plastics ASTM D1928 – Preparation of Compression Molded Polyethylene Test Samples
ASTM D2321 – Underground Installation of Thermoplastic Flexible Sewer Pipe ASTM D2657 – Heat Joining of Thermoplastic Pipe and Fittings ASTM D2837 – Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-2
ASTM D3035 – Polyethylene Plastic Pipe (SRD-PR) Based on Controlled Outside Diameter
ASTM D3261 – Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing.

ASTM D3350 – Polyethylene Plastic Pipe and Fittings Materials ASTM F585 – Insertion of Flexible Polyethylene Pipe in Existing Sewers ASTM F714 – Standard Specification for Polyethylene Plastic Pipe based on Outside Diameter
AWS D1.1 – AWS Standard Qualification Procedure

1.04 REFERENCE PROJECT INFORATION
A. The following Reference Project Information is available for Contractor Review

1. Geotechnical descriptions of undisturbed native soils in the project area and geotechnical descriptions of existing sewer trench backfill soils from pothole excavations. See Yeh and Associates Geotechnical Report dated February 14, 2023

2. Trenchless engineering evaluations for pipe bursting design. Technical Memorandum by DCM Consulting, Inc dated January 19, 2023 available upon request by the City.

1.05 SUBMITTALS
A. Submit shop drawings in accordance with the Special Provisions and Section 013300.

B. The Contractor shall submit detailed work plan including descriptions of the methods and equipment to be utilized in completing the work, schedule for pipe bursting construction, details of proposed pipe bursting construction procedures including access for inspection or repair, construction and backfilling of pits, installation of pipe closures and layouts and schematics describing the installation of all piping and fittings. The contractor shall include site maps indicating all locations where butt-fusion welding work will occur, location of all equipment, equipment set-up areas and lay-down areas, pipe storage areas, insertion pits and pulling pits (including shoring), location of intermediate pits and set-ups (including shoring), and lubricant containment equipment.

C. The contractor shall submit the qualifications of the superintendent who shall be responsible for the pipe bursting work.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-3
D. Bypass pumping: The contractor shall submit a temporary sewage bypass pumping plan in accordance with specification section 015800.

E. Winch system: The Contractor shall submit product information such as catalog sheets, specifications, dimensioned drawings, pulling capacity (in tons), installation details/sketches and other pertinent information for the proposed installation work.

F. Fusion machine: The Contractor shall submit product information such as catalog sheets, specifications, welding procedures, data logger and a sample of the recorded welding sequence.

G. Lubrication System: Details of lubricant injection system and pipe lubricants to be used during pipe bursting, including manufacturer’s literature and MSDS sheets. Include a description of the proposed lubrication procedures during pipe bursting, including estimated volumes of lubricant that will be pumped. Identify disposal sites for lubricant and provide procedures for handling and legal disposal of lubricant.

H. The Contractor shall submit product information for the pipe bursting system (i.e. static or pneumatic) and bursting head configuration (i.e. front or rear expander) and dimensions to be used for the project, including information such as manufacturer cut-sheets and specifications.

I. The Contractor shall verify with the pipe manufacturer all procedures applied for fusion welding.

J. Calculations: Assumptions used in calculation shall be consistent with information provided in the geotechnical report and shall be prepared by or under the direct supervision of a Civil Engineer licensed in the State of California, who shall stamp and sign all calculations. The calculations shall demonstrate that the equipment and pipe used can handle the maximum planned installation length, pull back forces, lubricant pressure exerted during the pipe installation with an acceptable factor of safety of at least 1.5, and that the insertion pit dimensions are adequate for pipe insertion without excessive pipe deflection, stresses or displacement.

K. Contingency Plan: Provide contingency plan for remediation of potential problems that may be encountered during bursting operations. The contingency plan shall address the observations that would lead to the discovery of the problem, the methods used to mitigate the problem, and the estimated time to mitigate the problem and resume the installation. Potential problems that shall be addressed include:

1. Obstruction encountered and preventing damage to adjacent underground utilities.

2. Deviation from existing pipeline alignment.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE CIP
5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-4

3. Inability to advance bursting head and pipe string.

4. Inadvertent damage to or leakage from adjacent existing water or gas lines.

5. Impact of work hour limits of stopping the drill string.

6. Lubricant spills.

7. Loss of lubricant circulation.

8. Pipe collapse and/or voids in surrounding soils.

L. Daily Records: The following daily records shall be submitted by the contractor, by noon on the following day following the shift for which the data or records were taken, to the engineer for review:

1. Pipe bursting records: The Contractor shall provide complete pipe bursting records to the engineer. These records shall include, at a minimum: name of operator and foreman, pipe bursting segment identification, date and time of start and completion of pipeline installation, date and time of pipeline closure and lateral and manhole connections, length of pipe installed, recorded pullback forces, type and size of bursting head used, installation of pipe closure pieces, signs of settlement or heaving, signs of damage to other underground utilities, and any problems or difficulties encountered with the pipe bursting or lubrication equipment, and durations and reasons for delays, if any.

2. Lubrication records: The Contractor shall provide lubrication records to the Engineer. These records shall include the injection quantity, in gallons, of lubricant pumped for each insertion, the date and time the lubrication was started and the date and time the lubrication was completed for each pipe burst segment. The record shall also include the type of additive used and the date, time and length that the additive was used, and the reason for the additives.

1.06 QUALIFICATIONS
A. Contractor shall be certified by the manufacturer of the pipe bursting equipment in the use of that machinery. Only those personnel trained and certified by the manufacturer shall operate the equipment. Such training shall be conducted by a qualified representative of the pipe bursting system manufacturer. Contractor shall have a minimum of 40,000 linear feet of pipe installed during proceeding three years using pipe bursting technology as specified herein.

1.07 METHOD
Rehabilitate the existing VCP pipeline by pipe bursting and installing new HDPE pipe. The Contractor shall install the new sewer pipeline by using a pneumatically Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE CIP
5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-5
activated bursting tool with constant tension winch or static system bursting tool using hydraulic jacks and quick lock pull rods. The bursting head shall be of appropriate type and diameter for bursting the existing VCP sewers and allowing for pull-in of new HDPE pipe. The overcut void behind the bursting tool shall be immediately filled with lubricant and shall be of sufficient size to accommodate the HDPE pipe string connected to the bursting tool. The Contractor shall be aware that the soil conditions immediately around the existing VCP sewers consist of non-cohesive silty sands (see Yeh and Associates Geotechnical Report). These non-cohesive soils are subject to raveling and running ground behavior with little to no stand-up time, closure of the overcut annular space behind the bursting tool and increased pipe friction resistance to HDPE pull-in. Continuous injection of lubricant into the overcut annular space behind the bursting tool will reduce pipe friction. The pipe bursting system (pneumatic or static) and individual installation lengths shall be consistent with anticipated soil conditions and soil behavior. The Contractor shall submit detailed calculations demonstrating that the selected pipe bursting system (i.e., pneumatic or static) will develop the forces required to successfully complete proposed individual pipe burst installation lengths.

1.08 QUALITY ASSURANCE
A. Fusion joining and other procedures necessary for correct assembly of the polyethylene pipe will be done only by personnel trained in those skills to the satisfaction of the Engineer and the pipe supplier.

B. The foreman shall have worked on at least three projects using the same equipment required for this project. No substitution of personnel will be allowed without the written acceptance of the Engineer.

C. Only those tools designed for the aforementioned procedures, and approved by the pipe supplier and the Engineer shall be used for assembly of pipe and fittings to ensure proper installation.

D. The Contractor shall perform routine inspection and maintenance of the equipment furnished under this project as recommended by the manufacturer to minimize installation failures.

E. The Contractor shall limit ground movement and vibration to prevent damage to buried utilities and existing structures. The Contractor shall be responsible for all damage to buried or surface features that are damaged due to the Contractor’s work at no additional cost to the Owner.

F. The Contractor shall immediately notify the Engineer, in writing, when any problems are encountered with the equipment or materials, or if the Contractor is unable to advance the bursting head for any reason, known or unknown.

G. The Contractor shall allow the Engineer access to all pits, equipment, controls and gauges, and shall furnish necessary assistance and cooperation to aid the Engineer in observations, measurements, data, and sample collections.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-6
PART 2 - MATERIALS

2.01 HDPE PIPE
See Section 402097.

2.02 PIPE BURSTING EQUIPMENT - STATIC
A. Bursting Machine:

1. The bursting machine shall have a maximum pulling force capable of meeting the project conditions with a factor of safety of 2:1. The minimum bursting machine pull back capacity shall be 125 tons.

2. The bursting machine shall maintain automatic thrust and pull back.

3. The bursting head shall incorporate a shield/expander to prevent collapse of the hole ahead of the pipe HDPE insertion.

4. The static pulling frame of the machine shall be telescopic in design to allow the bursting head to release at the termination of the pull.

5. The machine shall be capable of pipe bursting in two directions from the same excavation.

B. Rods: Rods shall be used to transfer the pushing and pulling forces and serve as a guide for the bursting tools and expanders. Rods shall have QuickLock connections. Do not use threaded rods.

C. Power Source: The hydraulic power unit shall be supplied by the same manufacturer as the bursting rig and shall generate sufficient force for the project conditions.

2.03 PIPE BURSTING EQUIPMENT – PNEUMATIC
Pneumatically operated pipe burst tooling with either front or rear expanders shall be used in conjunction with a constant tension/variable speed winch. The pipe burst tooling shall be consistent with the inside diameter of the existing VCP sewer to be burst, the specified upsizing, the outside diameter of the specified HDPE pipe and the individual pipe bursting run lengths (to be confirmed by Contractor submitted calculations).

A. Pipe Burst Tool
The pipe burst tool shall be pneumatically activated and capable of its own forward momentum while being assisted by winching. The bursting action of the tool with either a front or rear expander shall increase the existing VCP inside diameter sufficiently by breaking the existing VCP sewer at the same time pushing the pipe Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE CIP
5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-7
fragments into and expanding the surrounding soils. The bursting tool shall incorporate a shield/expander to prevent collapse of the hole ahead of the HDPE pipe insertion.

B. Constant Tension Winch
A constant tension/variable speed winch, typically located at upstream or downstream manholes, shall be attached to the front of the pipe bursting tool via steel cable. The winch shall be hydraulically operated providing constant tension and variable speed in order that the pneumatic pipe burst tool can operate efficiently. The winch shall have an operating tension capacity of 20, 10 or 5 tons as a function of existing VCP sewer inside diameter, the specified upsizing, the outside diameter of the specified HDPE pipe and the individual pipe bursting run lengths (to be confirmed by the Contractor submitted calculations).

The winch shall be fitted with a direct reading load gauge to measure and document winch loads.

The winch, steel cable, and cable drum must be provided with a safety cage and supports for the protection of workers and the public.

PART 3 - EXECUTION

3.01 PREPARATION
A. Work shall be supervised and performed by personnel experienced in installation of similar pipe and supervisor shall be onsite at all times from start of project to completion.

B. Locate insertion or access pits so that the total number is minimized and footage of pipe installed in a single run is maximized.

C. Perform a pre-installation CCTV inspection and submit to the City for review.

Existing pipe shall be clean and free of obstruction so as not to prohibit pipe bursting operations. CCTV inspection shall be per Section 330131.

D. Prior to starting work verify location of all adjacent utilities. Uncover and protect existing lateral connections and utilities within 4 feet of the existing main prior to any pipe bursting operations. Existing utilities within 5 feet between STA 35+00 and STA 37+51 shall be uncovered and protected.

E. Sewer service connections shall be identified and located by CCTV per Section 330131 prior to start of pipe bursting operation and pipe insertion. The contractor shall locate all and expose all sewer service connections prior to pipe insertion to expedite reconnection. The contractor shall exercise due diligence in excavating the existing pipe sufficiently to allow for uniform circumferential expansion of the existing pipe through the service connection pit.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-8

3.02 PUBLIC NOTIFICATION
A. A public notification program shall be implemented, and shall as a minimum, require the Contractor to be responsible for contacting each home or business connected to the sewer and informing them of the work to be conducted, and when the sewer will be off-line. Notification shall be issued 48 hours in advance of planned work effecting the home or business.

B. Notification shall include general description of work being performed, the estimated time period when the sewer will be out of service, a request to limit discharging to the sewer (showers, washing, flushing of toilets, etc.), and a local telephone number of the Contractor they can call to discuss the project or any potential problems. Sewer service shall be restored within 8 hours of initial disruption.

3.03 ACCESS PITS
A. Before any excavation is done for any purposes, comply with DigAlert laws and contact the various utility companies for determining field location of existing utilities.

B. Access pits shall be properly braced, shored, or utilize trench boxes to meet applicable Federal, State, and local requirements.

C. Backfill access pits in accordance with Section 312316.

3.04 EXISTING MANHOLE
A. Utilize existing manholes where practicable. Otherwise, excavate predetermined machine and insertion pits.

B. Remove inverts, benches, and channels to permit access for installation.

C. Enlarge input and output pipe openings to accommodate maximum OD size of bursting device.

D. At no time shall bursting device and installation process place undue stress on existing manhole opening surface. In the event the existing manhole sustains visible damage the manhole shall be replaced per construction details and in accordance with specification Section 034210.

E. Secure pipe to concrete structures or manholes after pipe has been installed.

1. The installed HDPE pipe shall be allowed the manufacturer’s recommended amount of time, but not less than four (4) hours, for cooling and relaxation due to surface to subscribe temperature differentials and pull-in tensile stressing prior to reconnection of service laterals or connection to manhole Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-9
seals. Sufficient excess length of new pipe shall be allowed to protrude into the manhole for these occurrences.

2. Grout in place approved manhole adapter to create a watertight seal between the manhole and adapter.

3. Connect the newly installed pipe to the existing manhole by inserting the pipe into the manhole adapter.

F. Reconstruct benches and channels after new pipe is installed to form a smooth transition to eliminate sharp edges.

3.05 RESCUE SHAFTS
A. In the event that the pipe bursting head encounters an obstruction and is halted, the contractor will be required to excavate down to the bursting head to free the obstruction and continue the installation.

B. The contractor is notified that the construction of such shafts will be considered incidental to the installation by the pipe bursting construction method.

C. Any rescue shafts will be properly braced, shored, or utilize trench boxes to meet applicable Federal, State, and local requirements.

D. Backfill and compaction for such rescue shafts shall be in accordance with Section 312316.

3.06 INSERTION OF HDPE PIPE
A. The new pipe shall be installed along the same alignment and grade as the existing VCP host pipe as shown in the drawings.

B. Installation procedures shall be in accordance with the pipe manufacturer’s guidelines. Upon commencement of the pipe bursting process, pipe insertion shall be continuous from the insertion pit to the pull pit. Contractor shall not begin a segment of work that cannot be completed before the end of the work day.

C. Protect the new HDPE pipe from damage during the installation process. The Contractor shall install all pulleys, rollers, bumpers, alignment control devices and other equipment required to protect existing facilities and to protect the pipe from damage during installation. Lubrication shall be used as recommended by the manufacturer. Under no circumstances shall the pipe be stressed beyond its elastic limit.

D. Review buried utilities adjacent to the pipe operation, and where necessary, excavate to relieve transient loading from vibrations and ground deformations during the pipe bursting operation. If any overcrossing utilities are within 48 inches Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-10
of the pipe to be burst, excavate and remove soil beneath the utility to relieve loading during the bursting operation unless noted otherwise. If any overcrossing utilities are within 60 inches between STA 35+00 and STA 37+51 of the pipe to be burst, excavate and remove soil beneath the utility to relieve loading during the bursting operation.

E. Settlement or heaving of the ground surface in excess of 1 inch during or after construction will not be allowed. The Contractor is solely responsible for the costs for repairing any surface heaving.

F. Remove any section of the new HDPE pipe with a gash, blister, abrasion, nick, scar, or other deleterious fault greater in depth than 10% of the wall thickness from the site. However, a defective area of the pipe may be cut out and the joint fused in accordance with the procedures stated in Section 402097. In addition, discard any section of the pipe having other defects such as concentrated ridges, discoloration, excessive spot roughness, pitting, variable wall thickness, or any other defect of manufacturing or handling as determined by the City’s Representative.

G. Pipe bursting shall be continuous and without interruption from insertion point to retrieval point as proposed by the Contractor and as approved by the City’s representative.

H. Insert the new HDPE pipe immediately behind the bursting head in accordance with the manufacturer's recommended procedures. The insertion tool shall be specifically designed and manufactured for the type of insertion process being used and utilized to guide and assist the bursting head during the operation.

3.07 HDPE PIPE FUSION
See Section 402097.

3.08 SERVICE LATERALS
A. The exact location and number of service connections shall be determined from a pre-CCTV inspection and located by marking existing service connections.

B. Services shall not be reconnected from abandoned or vacant lots, unless directed by the City.

C. Capped services shall not be reinstalled.

D. Service lateral connections shall be connected to new pipe and installed in a hole drilled to the full inside diameter of the outlet. Service connections shall be an electrofusion saddle per Section 402097.

E. Service laterals shall be reconnected per Construction Details.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-11

3.09 POST INSTALLATION CCTV INSPECTION
A. Perform a post-installation CCTV inspection. CCTV inspection shall be per Section 330131.

B. From the CCTV inspection, the installed pipe shall be visibly free of defect which affect the integrity or strength of the pipe. If in the opinion of the City a defect exists, the pipe shall be repaired or replaced at the Contractor’s expense.

3.10 TESTING OF GRAVITY SEWERS
All installed sewer piping shall be tested for leakage in accordance with specification Section 330130.

3.11 FINAL CLEANING
Flush and clean installed pipe to remove accumulated construction debris, rocks, gravel, sand, and other foreign material.

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC PIPE BURSTING AND INSTALLATION OF HDPE PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
330524-12
DRAFT ‐ NOT FOR CONSTRUCTION
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Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC GRAVITY SEWER PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
333112-1
SECTION 333112 PVC GRAVITY SEWER PIPE
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials, installation, and testing of PVC gravity sewer pipe conforming to ASTM D3034 or ASTM F679. Sizes are 4 through 12 inches for ASTM D3034 pipe and 18 inches for ASTM F679 pipe.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Precast Circular Concrete Manholes: 034210.

B. Trenching, Backfilling, and Compacting: 312316.

C. Leakage and Infiltration Testing: 330130.

D. Sanitary Sewer System Television Inspection: 330131.

1.03 SUBMITTALS
A. Submit reports on testing per ASTM D3034 (pipes 4 inches though 12), and ASTM F679 (18 inch pipe).

PART 2- MATERIALS

2.01 PVC MATERIAL
Additives and fillers, including stabilizers, antioxidants, lubricants, colorants, etc., shall not exceed 10 parts by weight per 100 of PVC resin in the compound.

2.02 PIPE
A. Pipe 4 through 12 inches shall conform to ASTM D3034, SDR 35.

B. Pipe of 18 inch size shall conform to ASTM F679, Pipe Stiffness Class PS-46.

2.03 JOINTS
Provide elastomeric gasket joints of the push-on type, conforming to ASTM D3212.

2.04 GASKETS
Gaskets for push-on joints shall conform to ASTM F477.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC GRAVITY SEWER PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
333112-2

2.05 FITTINGS
A. Fittings for pipe 4 through 12 inches shall conform to ASTM D3034, SDR 35.

B. Fittings for pipe 18 inches in diameter shall be fabricated of the same material as the pipe and shall comply with ASTM F679.

2.06 MANDREL FOR FIELD TESTING OF PIPE DEFLECTION
The mandrel shall:

A. Be a rigid, nonadjustable, odd-numbering-leg (nine legs minimum) mandrel having an effective length not less than its nominal diameter.

B. Have a minimum diameter at any point along the full length as follows:

Pipe Material
Nominal Size
(inches)
Minimum Mandrel Diameter
(inches)
PVC-ASTM D3034
(SDR 35) 8 7.524
PVC-ASTM D3034
(SDR 35) 12 11.191
PVC-ASTM F679
(T-1 Wall) 18 16.924
C. Be fabricated of steel; be fitted with pulling rings at each end; be stamped or engraved on some segment other than a runner indicating the pipe material specification, nominal size, and mandrel outside diameter (e.g., PVC, D 3034-8"-

7.524"); and be furnished in a carrying case labeled with the same data as stamped or engraved on the mandrel.

D. All costs incurred by the Contractor attributable to mandrel and deflection testing, including any delays, shall be borne by the Contractor at no cost to the Owner.

PART 3 - EXECUTION

3.01 INSTALLING PVC SEWER PIPE
A. Install in accordance with Section 312316, ASTM D2321, and as described below.

B. Pipe shall not deviate more than 1 inch from line or 1/4 inch from grade. Measure for grade at the pipe invert.

C. Minimum bedding thickness shall be as specified in Section 312316.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC GRAVITY SEWER PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
333112-3
D. Lay pipe without break, upgrade from structure to structure, with the socket ends of the pipe upgrade.

E. Do not use the pipe as a drain for removing water that has infiltrated into the trench.

F. After joint assembly, bring the bedding material up to pipe spring line. Bedding material shall be imported sand per Section 312316. Place the bedding material on each side of the pipe. Tamp the bedding material into final position at pipe spring line and continue to the top of the pipe. Relative compaction shall be in conformance with Section 312316.

G. Then place bedding material to 6 inches above the top of the pipe and compact to the same relative compaction as in the pipe zone per Section 312316. The remainder of the trench backfill shall be native material, installed per Section 312316.

H. Do not use hydro-hammers to compact bedding or backfill.

3.02 INSTALLING LATERALS
A. Each wye branch fitting shall have its barrel diameter equal to the diameter of the sanitary sewer main and the spur (or branch) diameter. Do not place wye branches within 5 feet of any structure.

B. Install wye fittings so that the outlet branch is inclined upward at an angle of 45 degrees. Join laterals to wye branch fittings at the sanitary sewer main by eighth bends. Eighth bends and quarter bends are a part of lateral sewer line.

C. End of the lateral shall be at least 3 feet below the existing or proposed grade of the ground at existing structure to be served or as called for in the drawings.

D. Laterals shall run perpendicular to the sewer main at a minimum grade of 2%. Bed laterals the same as the sewer main into which they connect.

E. Connect to existing laterals as indicated on the drawings.

3.03 INSTALLING PIPE AT MANHOLES AND STRUCTURES
A. Place a length of pipe of the same inside diameter as the adjoining pipe at the inlet and outlet to each manhole or structure. Use one of the following methods:

1. Directly cast a manhole coupling into the manhole base. Provide rubber-ring gasket in the coupling.

2. Stretch a rubber-ring gasket around the pipe to serve as a water stop when cast into the structure wall.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878

PVC GRAVITY SEWER PIPE
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
333112-4
B. Do not cast pipe bells into manholes or structures. Cut off the bell so that no recess or offset appears on the exposed face from the inside wall of the pipe to the outside wall of the pipe. The pipe shall have a plain end, flush with the inside wall of the manhole or structure, or as shown in the drawings.

3.04 TESTING FOR DEFECTS OF INSTALLED PIPE
Following placement and compaction of backfill and prior to placing permanent pavement, ball and mandrel the pipe to measure for obstructions (excessive deflections, joint offsets, and lateral pipe intrusions).

3.05 FIELD TESTING FOR PIPE DEFLECTION
A. Test installed pipe to ensure that vertical deflections for plastic pipe do not exceed the maximum allowable deflection. Maximum allowable deflections shall be governed by the mandrel requirements stated herein and shall nominally be:

Nominal Pipe Size Percentage
8 inches 5
12 inches 7.5
18 inches 7.5
B. The maximum average inside diameter shall be equal to the average outside diameter per applicable ASTM standard minus two minimum wall thicknesses per applicable ASTM standards. Manufacturing and other tolerances shall not be considered for determining maximum allowable deflections.

C. Perform deflection tests not sooner than 30 days after completion of placement and compaction of backfill. Clean and inspect the pipe for offsets and obstructions prior to testing.

D. Pull a mandrel through the pipe by hand to verify that maximum allowable deflections have not been exceeded. Prior to use, the mandrel shall be certified by an independent testing laboratory. Use of an uncertified mandrel or a mandrel altered or modified after certification will invalidate test. If the mandrel fails to pass, the pipe will be deemed to be overdeflected.

E. Uncover any overdeflected pipe and, if not damaged, reinstall. Remove damaged pipe from the site. Any pipe subjected to any method or process other than removal, which attempts, even successfully, to reduce or cure any overdeflection, shall be uncovered, removed from the site, and replaced with new pipe.

3.06 LEAKAGE TEST
See Section 330130.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025

3.07 INSTALLING UNDERGROUND DETECTABLE METALLIC PIPE WARNING

TAPE FOR NONMETALLIC PIPE
Provide permanent, bright-colored, continuous-printed tape consisting of an aluminum or steel foil sheathed in a plastic laminate, not less than 2 inches wide by 3 mils thick. Provide green tape with printing which most accurately indicates type of buried service.

3.08 TESTING FOR ALIGNMENT AND GRADE
After the pipe has been installed, tested for leakage, backfilled to existing grade, and manholes raised to grade and resurfaced, "ball" the pipe from manhole to manhole with a sewer scrubbing ball. After balling the pipe, perform the following:

A. Perform television inspection per Section 330131. If deficiencies are observed, make a digital video recording and note defects requiring correction. Upon completing the corrective work, notify the Owner; the Owner will retelevise the affected portion of the pipeline system. Costs for retelevision will be billed to the Contractor.

END OF SECTION
PVC GRAVITY SEWER PIPE 333112-5
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
DRAFT ‐ NOT FOR CONSTRUCTION
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Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
SECTION 402097 HDPE PIPE
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials and testing of PE4710 high-density, very high molecular weight polyethylene pipe and fittings of size 12 inches and smaller for use in insertion renewal piping having a hydrostatic design basis of 1,600 psi and having a maximum operating temperature of 74°F. Pipe diameter basis is IPS, with standard dimension ratio (SDR) and pressure class as shown in the drawings.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Trenching, Backfilling, and Compacting: 312316.

B. Pipe Bursting: 330524

1.03 SUBMITTALS
A. Submit shop drawings in accordance with the Special Provisions and Section 013300.

B. Submit materials list for review. Submit manufacturer's recommended method of installing pipe to be inserted in existing pipeline including methods for butt-fusing joints.

C. The polyethylene pipe manufacturer shall provide certification that stress regression testing has been performed on the specific product. Certification shall include a stress life curve per ASTM D2837.

D. Provide certification that the material is listed by the Plastics Pipe Institute in PPI TR-4 with a 73°F hydrostatic design stress rating of 800 psi and a 140°F hydrostatic design stress rating of 400 psi. The PPI listing shall be in the name of the pipe manufacturer and shall be based on ASTM D2837 and PPI TR-3 testing and validation of samples of the pipe manufacturer's production pipe.

E. The manufacturer's certification shall state that the pipe was manufactured from one specific resin in compliance with these specifications. The certificate shall state the specific resin used, its source, and list its compliance to these specifications.

F. Submit certified lab data to verify specified physical properties. Certify that tests are representative of pipe supplied for this project.

G. Submit affidavit of compliance with referenced standards (e.g., AWWA C901, C906, ASTM F714, etc.).

HDPE PIPE, 20 INCHES AND SMALLER 402097-1
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 HDPE PIPE, 20 INCHES AND SMALLER
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
402097-2
H. Submit qualification certificates for operators of heat fusion equipment.

PART 2 - MATERIALS

2.01 PIPE
A. Pipe and fittings through 12 inches in diameter shall conform to AWWA C906 and the following requirements.

B. Color:

1. Inner wall shall be light color interior (soft gray or white).

2. Outer wall shall have a co-extruded green cover or extruded green stripes designating use for sanitary sewer. Pipe with extruded green strips shall have a minimum of three equally spaced stripes. Color print lines will not be accepted.

C. Pipe shall have a nominal DIPS outside diameter.

D. The minimum wall thickness (inches) for pipe shall be in accordance with Table 5 of AWWA C906, for the SDR shown in the drawings. Produce the pipe to the dimensions and tolerances specified in ASTM F714.

E. The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other deleterious defects and shall be identical density, melt index, and other physical properties throughout.

F. Pipe shall have a minimum hydrostatic design basis (HDB) of 1,600 psi, as determined in accordance with ASTM D2837.

G. Pipe Material:

1. Materials used for the manufacture of polyethylene pipe and fittings shall be very high molecular weight, high-density ethylene/hexene copolymer PE 4710 polyethylene resin meeting the physical property and pipe performance requirements listed below.

Property Specification Units Minimum
Values
Material Designation PPI/ASTM --- PE4710
Cell Classification ASTM D3350 --- 445574C
Hardness ASTM D2240 Shore "D" 64
Compressive Strength (Yield) ASTM D695 psi 1,150
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 HDPE PIPE, 20 INCHES AND SMALLER
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
402097-3
Property Specification Units Minimum
Values
Tensile Strength @ Yield (Type
IV Spec.)
ASTM D638
(2"/min) psi 3,400
Tensile Strength @ Break (Type
IV Spec.) ASTM D638 psi 3,400 psi
Elongation @ Break ASTM D638 %, min. 700
Brittleness Temp. ASTM D746 °F <-103°F
Vicat Soft. Temp. ASTM D1525 °F 255
NSF Listing Standard 14 --- "Listed"
*Standard deviation 0.01.

2. The pipe shall be extruded from precompounded resin. In-plant blending of resin is unacceptable.

2.02 JOINTS
A. Join sections of polyethylene pipe into continuous lengths on the jobsite above ground. The joining method shall be the butt fusion method performed in accordance with the pipe manufacturer's recommendations. The butt fusion equipment used in the joining procedures shall be capable of meeting all conditions recommended by the pipe manufacturer requirements of 500°F, alignment, and 150-psi interfacial fusion pressure.

B. Butt fusion joining shall result in a joint weld strength equal to or greater than the tensile strength of the pipe. Socket fusion shall not be used. Extrusion welding or hot gas welding of HDPE shall not be used. Flanges, unions, grooved-couplers, transition fittings, and some mechanical couplers may be used to connect HDPE pipe mechanically without butt fusion where shown in the drawings and at elbows and tees.

PART 3 - EXECUTION

3.01 SHIPPING, STORAGE, AND HANDLING
A. Transport pipe to the jobsite on padded bunks with nylon tie-down straps or padded bonding to protect the pipe. Protect the pipe from sharp objects. Anchor pipe securely to prevent slippage.

B. Store pipe on earth berms or timber cradles adjacent to the trench. Stack the heaviest series of pipe at the bottom. Do not stack pipe in excess of the following limits:

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 HDPE PIPE, 20 INCHES AND SMALLER
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
402097-4

ALLOWABLE STACKING HEIGHTS

FOR STORAGE OF HDPE PIPE
Nominal
Pipe Size
(inches)
Number of Rows High
SDR 17 and Below
10 5
12 4
C. When the pipe is received, visually inspect to verify that the correct product was received. Check for damage that may have occurred during transit. Examine for fractures, kinking, deep gouges, or cuts. Remove pipe with gouges or cuts in excess of 10% of the pipe wall thickness.

D. Cover pipe 100% with protective coverings or tarpaulins to prevent deposition of road salts, diesel smoke, fuel residue, and other contaminants in transit.

E. Hook lifting equipment, such as cranes, extension boom cranes, and side boom tractors, to wide web choker slings that are secured around the load or to lifting lugs on the component. Use only wide web slings. Do not use wire rope slings and chains which can damage components. Use spreader bars when lifting pipe or components longer than 20 feet.

F. Unload large fabrications using a wide web choker sling and lifting equipment such as an extension boom crane, crane, or lifting boom. Do not use stub outs, outlets, or fittings as lifting points, and avoid placing slings where they will bear against outlets or fittings.

G. Protect the pipe from stones and sharp objects.

H. Store fittings in their original cartons.

3.02 HANDLING PIPE DURING INSTALLATION
A. Lift pipes with handling beams or wide belt slings near the middle of joints as recommended by the pipe manufacturer. Do not use cable slings, chains, or hooks.

B. Before installation, check pipe and fittings for cuts or scratches exceeding 10% of the pipe wall thickness, gouges, buckling, kinking, or splitting. Remove such defective pipe.

3.03 SANITATION OF PIPE INTERIOR
A. During fusion operations and laying operations, do not place tools, clothing, or other materials in the pipe.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 HDPE PIPE, 20 INCHES AND SMALLER
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
402097-5
B. When pipelaying is not in progress, including the noon hour, close the ends of the pipe by a vermin- and child-proof plug.

3.04 QUALIFICATION OF FUSION OPERATORS
Each operator performing fusion joining shall be qualified in the use of the manufacturer's recommended fusion procedure(s) by the following:

A. Appropriate training or experience in the use of the fusion procedure.

B. Making a sample joint according to the procedure that passes the following inspections and tests:

1. The joint shall be visually examined during and after joining and found to have the same appearance as a photograph or sample of an acceptable joint that was joined in accordance with the procedure; and

2. Test or examine the joint by one of the following methods:
a. Pressure and tensile test as described in 49 CFR 192.283; b. Ultrasonic inspection and found to be free of flaws that would cause failure; or
c. Cut into at least three longitudinal straps, each of which is:
(a) Visually examined and found to be free of voids or
unbonded areas on the cut surface of the joint, and
(b) Deformed by bending, torque, or impact and if failure occurs, it must not initiate in the joint area.

3. Each operator shall be requalified under the procedure, if, during any 12- month period he:
a. Does not make any joints under the procedure; or
b. Has three joints or three percent of the joints he has made, whichever is greater, that are found unacceptable by testing under 49 CFR 192.513.

3.05 HEAT FUSION
A. Comply with ASTM F2620, except as modified below.

B. Use fusion equipment specially designed for heat fusion of HDPE such as offered by McElroy Manufacturing, Inc., Tulsa, Oklahoma or equal. The equipment utilized shall be regulated for the different melt strength materials. Compatibility fusion Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 HDPE PIPE, 20 INCHES AND SMALLER
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
402097-6
techniques shall be used when polyethylenes of different melt indexes are fused together.

C. Maintain the proper temperature of the heater plate as recommended by the pipe manufacturer. Check it with a tempilstik or pyrometer for correct surface temperature.

D. Clean pipe ends inside and outside with a clean cotton cloth to remove dirt, water, grease, and other foreign materials.

E. Square (face) the pipe ends using facing tool of the fusion machine. Remove burrs, chips, and filings before joining pipe or fittings.

F. Check line-up of pipe ends in fusion machine to see that pipe ends meet squarely and completely over the entire surface to be fused. Make sure the clamps are tight so that the pipe does not slip during the fusion process.

G. Insert clean heater plate between aligned ends and bring ends firmly in contact with plate but do not apply pressure while achieving melt pattern. Allow pipe ends to heat and soften. Approximate softening depths are as follows:

Pipe Size
(inches)
Approximate Melt Bead
(inches)
10 3/16
12 5/16
H. Carefully move the pipe ends away from the heater plate and remove the plate (if the softened material sticks to the heater plate, discontinue the joint, clean heater plate, resquare pipe ends, and start over).

I. Bring melted ends together rapidly. Do not slam. Apply enough pressure to form a double roll-back bead to the body of the pipe around the entire circumference of the pipe about 1/8- to 3/16-inch wide. Pressure is necessary to cause the heated material to flow together.

J. Allow the joint to cool and solidify properly. Remove the pipe from the clamps and inspect the joint appearance.

3.06 WELD DEBEADING
A. Internal beads shall be removed with an approved debeading device without inducing any defects to the pipe or bead. The pipe and bead must be completely cooled before the bead is removed.

B. The removed beads shall be in one continuous strip without splitting or defect.

The contractor shall remove any joint with defective beads and fuse a new joint.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 HDPE PIPE, 20 INCHES AND SMALLER
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
402097-7

3.07 SIDEWALL FUSION
A. Accomplish side fusion procedure for HDPE in the field using 2- through 12-inch Faction Fusion (or equal) fusion units and heater saddle.

B. Clean and scrape the pipe (main).

C. Heat pipe and saddle via vacuum pressure.

D. Cleanly remove heating iron, bring melted surfaces together rapidly. Do not slam.

E. Set saddle on pipe and apply vacuum pressure of 21” to 29” of Hg or -10 to -14 psig
F. Joint cooling period at least 1.5 minutes per diameter inch of pipe.

G. Verify fusion seal with visual inspection and vacuum test with pressure of 21” to 30” Hg (-10 to -14.5 psig).

3.08 COMPATIBILITY FUSION
A. Manufacturer of pipe shall provide technical personnel to instruct and demonstrate the fusion procedure for joining dissimilar HDPE materials.

B. Compatibility heat fusion and sidewall fusion shall be accomplished in the same manner as described above with the following exception:

1. To achieve proper melt pattern, insert the heater plate and place a compatibility insulator between the heater plate and the lower melt material.

After the higher melt achieves proper melt, then remove the insulator and bring the heater plate in contact with the lower melt material for proper melt.

Continue heating both surfaces until proper melt develops. For manually operated fusion equipment, form a double roll-back bead as previously described in the fusion procedures.

3.09 STATIC ELECTRICITY DISCHARGING
A. Static electricity charges are generated on polyethylene pipe by friction, particularly during the handling of pipe in storage, shipping, and installation. The flow of air or gas containing dust or scale will also build up significant static charges, as will the flow of dry materials through the pipe. These charges are a safety hazard, particularly in areas where there is leaking gas or an explosive atmosphere.

B. Plastic pipe is a nonconductor of electricity and the static charge will remain in place until some grounding device comes close enough to allow it to discharge.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 HDPE PIPE, 20 INCHES AND SMALLER
CIP 5002 SEWER SYSTEM UPGRADES PROJECT- AUG 2025
402097-8
C. The discharge of these static electric charges is the responsibility of the Contractor.

D. Do not drag HDPE pipe over the ground, drop it onto the ground, or drop objects on it.

3.10 INSTALLATION OF HDPE PIPE USING PIPE BURSTING
A. See Section 330524

END OF SECTION
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 Appendix A
Geotechnical Boring Logs and Test Results
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 DRAFT ‐ NOT FOR CONSTRUCTION
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Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 LEGEND:

No.

Pothole Boring Location
(Current Study)
22PH-09 No.

Hollow Stem Auger Boring
from GB 2020 CDBG
Waterline Project (Yeh 2019)
22PH-08
22PH-07
19P-03
Proposed Sewer Replacement
Location
Note: Relevant boring locations
identified. All locations approximate.

Pothole 22PH-06 removed by MKN
from pothole plan prior to pothole
excavation. Pothole boring numbering
scheme left as-is for consistency with
previous plan.
22PH-02
22PH-01
22PH-03 22PH-04 22PH-05
North
0 500
feet

FIELD EXPLORATION PLAN
PROJECT NAME:

GROVER BEACH SEWER REPLACEMENTS
Grover Beach, CA
PROJECTNUMBER: REVISION DATE:

PLATE
1 Base Map: MKN Water Master Plan (October 2019) 221-453 02/08/2023 Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-1 of 9

DRILLING METHOD SYMBOLS
Rotary Drilling Dynamic Cone
or Hand Driven

FIELD AND LABORATORY TESTS
C Consolidation (ASTM D2435)
CL Collapse Potential (ASTM D5333)
CP Compaction Curve (ASTMD1557)
CR Corrosion, Sulfates, Chlorides (CTM643; ASTM D4972,
ASTM G187, ASTM D4327)
CU Consolidated Undrained Triaxial (ASTM D4767)
DS Direct Shear (ASTM D3080)
EI Expansion Index (ASTM D4829)
M Moisture Content (ASTMD2216)
OC Organic Content (ASTM D2974)
P Permeability (ASTM 5084)
PA Particle Size Analysis (ASTM D422-63 [2007])
PI Liquid Limit, Plastic Limit, Plasticity Index
(ASTM D4318)
PL Point Load Index (ASTM D5731)
PM Pressure Meter
PP Pocket Penetrometer
R R-Value (CTM 301)
RS Torsional Ring Shear (ASTM D6467)
SE Sand Equivalent (CTM 217)
SG Specific Gravity (AASHTOT100)
SL Shrinkage Limit (ASTM D427)
SW Swell Potential (ASTM D4546)
TV Pocket Torvane
UC Unconfined Compression - Soil (ASTM D2166)
Unconfined Compression - Rock (ASTM D7012)
UU Unconsolidated Undrained Triaxial
(ASTM D2850)
UW Unit Weight (ASTM D4767, ASTMD7263)
VS Vane Shear (AASHTOT223-96 [2004])
-200 200 Wash (ASTM D1140)

SAMPLER GRAPHIC SYMBOLS
Standard Penetration Test (SPT) (2" O.D.)
Standard California Sampler (2.5" O.D.)
Modified California Sampler (3" O.D.)
Shelby Tube Piston Sampler
Rock Core Grab Sample
Bulk Sample Other (see remarks)

WATERLEVELSYMBOLS
First Water Level Reading (during drilling)
Static Water Level Reading (short-term)
Static Water Level Reading (long-term)
Auger Drilling Diamond Core

REPORT TITLE

LEGENDFORSOIL CLASSIFICATION

PROJECT NAME
Grover Beach Sewer Upgrades
DATE
02/08/2023
SHEET
1 of 1

GROUPSYMBOLS AND NAMES
Graphic / Symbol Group Names Graphic / Symbol Group Names GW
Well-graded GRAVEL
Well-graded GRAVEL with SAND
CL
Lean CLAY
Lean CLAY with SAND
Lean CLAY with GRAVEL
SANDY lean CLAY
SANDY lean CLAY with GRAVEL
GRAVELLY lean CLAY
GRAVELLY lean CLAY with SAND
GP
Poorly graded GRAVEL
Poorly graded GRAVEL with SAND
GW-GM
Well-graded GRAVEL with SILT SILTY CLAY
SILTY CLAY with SAND
Well-graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL

CL-ML SANDY SILTY CLAY
GW-GC
Well-graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL Well-graded GRAVEL with CLAY and SAND
(or SILTY CLAY and SAND)

GRAVELLY SILTY CLAY
GRAVELLY SILTY CLAY with SAND
GP-GM
Poorly graded GRAVEL with SILT
Poorly graded GRAVEL with SILT and SAND
SILT
SILT with SAND
SILT with GRAVEL

ML SANDY SILT
SANDY SILT with GRAVEL

GRAVELLY SILT
GRAVELLY SILT withSAND
GP-GC
Poorly graded GRAVEL with CLAY
(or SILTY CLAY)
Poorly graded GRAVEL with CLAY and SAND
(or SILTY CLAY and SAND)
GM

SILTY GRAVEL
SILTY GRAVEL with SAND
OL
ORGANIC lean CLAY
ORGANIC lean CLAY with SAND
ORGANIC lean CLAY with GRAVEL
SANDY ORGANIC lean CLAY
SANDY ORGANIC lean CLAY with GRAVEL
GRAVELLY ORGANIC lean CLAY
GRAVELLY ORGANIC lean CLAY with SAND
GC

CLAYEY GRAVEL
CLAYEY GRAVEL with SAND
GC-GM

SILTY, CLAYEY GRAVEL
SILTY, CLAYEY GRAVEL with SAND
OL

ORGANIC SILT
ORGANIC SILT with SAND
ORGANIC SILT with GRAVEL

SANDY ORGANIC SILT
SANDY ORGANIC SILT with GRAVEL

GRAVELLY ORGANIC SILT
GRAVELLY ORGANIC SILT with SAND
SW
Well-graded SAND
Well-graded SAND with GRAVEL
SP
Poorly graded SAND
Poorly graded SAND with GRAVEL
CH
Fat CLAY
Fat CLAY with SAND
Fat CLAY with GRAVEL
SANDY fat CLAY
SANDY fat CLAY with GRAVEL
GRAVELLY fat CLAY
GRAVELLY fat CLAY with SAND
SW-SM
Well-graded SAND with SILT
Well-graded SAND with SILT and GRAVEL
SW-SC
Well-graded SAND with CLAY (or SILTY CLAY)
Well-graded SAND with CLAY and GRAVEL
(or SILTY CLAY and GRAVEL)
MH
Elastic SILT
Elastic SILT with SAND
Elastic SILT with GRAVEL
SANDY elastic SILT
SP-SM
Poorly graded SAND with SILT
Poorly graded SAND with SILT and GRAVEL
SANDY elastic SILT with GRAVEL
GRAVELLY elastic SILT
GRAVELLY elastic SILT with SAND
SP-SC
Poorly graded SAND with CLAY (or SILTY CLAY)
Poorly graded SAND with CLAY and GRAVEL
(or SILTY CLAY and GRAVEL)
OH
ORGANIC fat CLAY
ORGANIC fat CLAY with SAND
ORGANIC fat CLAY with GRAVEL
SANDY ORGANIC fat CLAY
SANDY ORGANIC fat CLAY with GRAVEL
GRAVELLY ORGANIC fat CLAY
GRAVELLY ORGANIC fat CLAY withSAND
ORGANIC elastic SILT
ORGANIC elastic SILT with SAND
ORGANIC elastic SILT with GRAVEL
SANDY elastic ELASTIC SILT
SANDY ORGANIC elastic SILT with GRAVEL
GRAVELLY ORGANIC elastic SILT
GRAVELLY ORGANIC elastic SILT with SAND
SM

SILTY SAND
SILTY SAND with GRAVEL

CLAYEY SAND
SC
CLAYEY SAND with GRAVEL
OH
SC-SM

SILTY, CLAYEY SAND
SILTY, CLAYEY SAND with GRAVEL

ORGANIC SOIL
PT PEAT ORGANIC SOIL with SAND
ORGANIC SOIL with GRAVEL

OL/OH SANDY ORGANIC SOIL
COBBLES SANDY ORGANIC SOIL with GRAVEL
COBBLES and BOULDERS GRAVELLY ORGANIC SOIL
BOULDERS GRAVELLY ORGANIC SOIL with SAND
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-2 of 9
Sample LocationSample Number
Blows per 6 in.

Blows per footRecovery (%) RQD (%)MoistureContent (%)Dry Unit Weight (pcf)Shear Strength(ksf)Drilling MethodCasing Depth

LOGGED BY
J. Cravens

FINAL BY
J. King

DRILLING METHOD
8" Dia. Pothole

DRILLER

BEGIN DATE
12-5-22

COMPLETION DATE
12-5-22

HAMMER TYPE
Hand held slide hammer
BOREHOLE LOCATION (Lat/Long or North/East and Datum)
--/--
BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt. Sta. 4+52

LOCATION DESCRIPTION

BORING NUMBER
22PH-01

SURFACE ELEVATION

25.3 ft

WEATHER NOTES
Sunny, cool

BACKFILLED WITH
Hartzell General Engineering Contractor

DRILL RIG
Potholing/4" Dia. Hand Auger
Center median of 4th St N of Manhattan Ave; above existing sewer line

GROUNDWATER DURING DRILLING AFTER DRILLING (DATE)

READINGS --
Sand-cement grout

TOTAL DEPTH OF BORING

8.2 ft
DESCRIPTION Remarks
0 1
23 2
3 21 4
5 19 6
7 SILTY SAND with GRAVEL (SM); dark brown; moist;
medium, subrounded to rounded GRAVEL; fine SAND;
(FILL).

Chunks of approximately 3" thick asphalt at 5'.

Poorly graded SAND with SILT (SP-SM); dark brown;
moist; fine SAND.

Pavement section not recorded
17 8
9 15 10
11 13 12
13 11 14
15 1
Bottom of borehole at 8.2 ft bgs
This Boring Record was developed in accordance with
the Caltrans Soil & Rock Logging, Classification, and
Presentation Manual (2010) except as noted on the Soil
or Rock Legend or below.
-- 100 16 105 DS

PROJECT NAME
Grover Beach Sewer Upgrades

PROJECT NUMBER
221-453

BORING NUMBER
22PH-01

REVISION DATE
02/08/2023
SHEET
1 of 1
5 BR - STANDARD 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 ELEVATION (ft)DEPTH (ft)
MaterialGraphics
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-3 of 9
MaterialGraphics
Sample LocationSample Number
Blows per 6 in.

Blows per footRecovery (%) RQD (%)MoistureContent (%)Dry Unit Weight (pcf)Shear Strength(ksf)Drilling MethodCasing Depth

LOGGED BY
J. Cravens

FINAL BY
J. King

DRILLING METHOD
8" Dia. Pothole

DRILLER

BEGIN DATE
12-5-22

COMPLETION DATE
12-5-22

HAMMER TYPE
Hand held slide hammer
BOREHOLE LOCATION (Lat/Long or North/East and Datum)
--/--
BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt. Sta. 13+35

LOCATION DESCRIPTION

BORING NUMBER
22PH-02

SURFACE ELEVATION

33.5 ft

WEATHER NOTES
Sunny, cool

BACKFILLED WITH
Hartzell General Engineering Contractor

DRILL RIG
Potholing/4" Dia. Hand Auger
Center median of 4th St S of Grand Ave; above existing
sewer line

GROUNDWATER DURING DRILLING AFTER DRILLING (DATE)

READINGS --
Sand-cement grout

TOTAL DEPTH OF BORING

7.7 ft
DESCRIPTION Remarks
0 6'' ASPHALT CONCRETE.
18'' AGGREGATE BASE.
1 32 2
3 30 4
5 SILTYSAND with GRAVEL (SM); dark brown; moist; fine
to medium, subangular to angular GRAVEL; fine SAND;
(FILL).

CLAYEY GRAVEL with SAND (GC); dark brown; moist;
fine to medium, subrounded to angular GRAVEL; fine to
coarse SAND.

Approximately 6" diameter cobble at 4.5'.

Chunks of asphalt from approximately 5' to 5.4'.
28 6
7 26 8
9 24 10
11 22 12
13 20 14
15 Poorly graded SAND with CLAYand GRAVEL (SP-SC);
dark brown; moist; fine to medium, subrounded to
angular GRAVEL; fine SAND.
2 Bottom of borehole at 7.7 ft bgs
This Boring Record was developed in accordance with
the Caltrans Soil & Rock Logging, Classification, and
Presentation Manual (2010) except as noted on the Soil
or Rock Legend or below.
-- 100 16 112 PA (37% G, 58% S, 6% F)
CR (pH = 6.48, r = 3,842 ohm-cm)

PROJECT NAME
Grover Beach Sewer Upgrades

PROJECT NUMBER
221-453

BORING NUMBER
22PH-02

REVISION DATE
02/08/2023
SHEET
1 of 1
5 BR - STANDARD 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 ELEVATION (ft)DEPTH (ft)
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-4 of 9
MaterialGraphics
Sample LocationSample NumberBlows per 6 in.Blows per footRecovery (%) RQD (%)MoistureContent (%)Dry Unit Weight (pcf)Shear Strength(ksf)Drilling MethodCasing Depth

LOGGED BY
J. Cravens

FINAL BY
J. King

DRILLING METHOD
8" Dia. Pothole

DRILLER

BEGIN DATE
12-5-22

COMPLETION DATE
12-5-22

HAMMER TYPE
Hand held slide hammer
BOREHOLE LOCATION (Lat/Long or North/East and Datum)
--/--
BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt. Sta. 16+75

LOCATION DESCRIPTION

BORING NUMBER
22PH-03

SURFACE ELEVATION

33.6 ft

WEATHER NOTES
Sunny, cool

BACKFILLED WITH
Hartzell General Engineering Contractor

DRILL RIG
Potholing/4" Dia. Hand Auger
Center of Rockaway Ave E of 4th St; above existing sewer line

GROUNDWATER DURING DRILLING AFTER DRILLING (DATE)

READINGS --
Sand-cement grout

TOTAL DEPTH OF BORING

7.7 ft
DESCRIPTION Remarks
0 2'' ASPHALT CONCRETE.
22'' AGGREGATE BASE.
1 32 2
3 30 4
5 Poorly graded SAND with SILT (SP-SM); dark brown;
moist; trace fine to medium, subrounded to subangular
GRAVEL; fine SAND; (FILL).
28 6
7 26 8
9 24 10
11 22 12
13 20 14
15 SILTYSAND with GRAVEL (SM); dark brown; moist;
trace fine to medium, subrounded to subangular
GRAVEL.
3 Bottom of borehole at 7.7 ft bgs
This Boring Record was developed in accordance with
the Caltrans Soil & Rock Logging, Classification, and
Presentation Manual (2010) except as noted on the Soil
or Rock Legend or below.
-- 100 22 104 DS

PROJECT NAME
Grover Beach Sewer Upgrades

PROJECT NUMBER
221-453

BORING NUMBER
22PH-03

REVISION DATE
02/08/2023
SHEET
1 of 1
5 BR - STANDARD 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 ELEVATION (ft)DEPTH (ft)
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-5 of 9
MaterialGraphics
Sample LocationSample Number
Blows per 6 in.

Blows per footRecovery (%) RQD (%)MoistureContent (%)Dry Unit Weight (pcf)Shear Strength(ksf)Drilling MethodCasing Depth 4 LOGGED BY
J. Cravens

FINAL BY
J. King

DRILLING METHOD
8" Dia. Pothole

DRILLER

BEGIN DATE
12-5-22

COMPLETION DATE
12-5-22

HAMMER TYPE
Hand held slide hammer
BOREHOLE LOCATION (Lat/Long or North/East and Datum)
--/--
BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt. Sta. 26+57

LOCATION DESCRIPTION

BORING NUMBER
22PH-04

SURFACE ELEVATION

48.7 ft

WEATHER NOTES
Sunny, cool

BACKFILLED WITH
Hartzell General Engineering Contractor

DRILL RIG
Center of Rockaway Ave W of 7th St; above existing sewer line

GROUNDWATER DURING DRILLING AFTER DRILLING (DATE)
Sand-cement grout

TOTAL DEPTH OF BORING
Potholing/4" Dia. Hand Auger READINGS 4.0 ft 8.7 ft
DESCRIPTION Remarks
0 2'' ASPHALT CONCRETE.
22'' AGGREGATE BASE.
1 47 2
3 45 4
5 43 6
7 SILTY SAND (SM); dark brown; moist; trace medium,
subrounded to subangular GRAVEL; fine SAND; (FILL).

Poorly graded SAND with CLAYand GRAVEL (SP-SC);
dark brown; wet; fine to medium, fine to medium
GRAVEL; fine SAND.

Poorly graded SAND with CLAY(SP-SC); dark brown;
wet; trace to few fine to medium, fine to medium
GRAVEL; fine SAND.
41 8
9 39 10
11 37 12
13 35 14
15 Poorly graded SAND with SILT (SP-SM); dark brown;
wet; fine SAND.
4 Bottom of borehole at 8.7 ft bgs
This Boring Record was developed in accordance with
the Caltrans Soil & Rock Logging, Classification, and
Presentation Manual (2010) except as noted on the Soil
or Rock Legend or below.
-- 100 14 102 PA (2% G, 88% S, 9% F)
CR (pH = 4.66, r = 6,175 ohm-cm,
SO 2- = 85 mg/kg, Cl- = 10 mg/kg)

PROJECT NAME
Grover Beach Sewer Upgrades

PROJECT NUMBER
221-453

BORING NUMBER
22PH-04

REVISION DATE
02/08/2023
SHEET
1 of 1
5 BR - STANDARD 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 ELEVATION (ft)DEPTH (ft)
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-6 of 9
Sample LocationSample NumberBlows per 6 in.Blows per footRecovery (%) RQD (%)MoistureContent (%)Dry Unit Weight (pcf)Shear Strength(ksf)Drilling MethodCasing Depth

LOGGED BY
J. Cravens

FINAL BY
J. King

DRILLING METHOD
8" Dia. Pothole

DRILLER

BEGIN DATE
12-6-22

COMPLETION DATE
12-6-22

HAMMER TYPE
Hand held slide hammer
BOREHOLE LOCATION (Lat/Long or North/East and Datum)
--/--
BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt. Sta. 33+74

LOCATION DESCRIPTION

BORING NUMBER
22PH-05

SURFACE ELEVATION

60.4 ft

WEATHER NOTES
Sunny, cool

BACKFILLED WITH
Hartzell General Engineering Contractor

DRILL RIG
Potholing/4" Dia. Hand Auger
Center of Rockaway Ave W of 9th St; above existing sewer line

GROUNDWATER DURING DRILLING AFTER DRILLING (DATE)

READINGS --
Sand-cement grout

TOTAL DEPTH OF BORING

10.9 ft
DESCRIPTION Remarks
0 1
58 2
3 56 4
5 54 6
7 52 8
9 5'' ASPHALT CONCRETE.
16'' AGGREGATE BASE.

SILTY SAND (SM); dark brown; moist; trace fine to
coarse, subrounded to subangular GRAVEL; fine SAND;
(FILL).
50 10
11 48 12
13 46 14
15 CLAYEY SAND with GRAVEL (SC); light brown; moist;
fine SAND; few to some rust stains.
5 Bottom of borehole at 10.9 ft bgs
This Boring Record was developed in accordance with
the Caltrans Soil & Rock Logging, Classification, and
Presentation Manual (2010) except as noted on the Soil
or Rock Legend or below.
-- 88 7 91 PA (0% G, 97% S, 3% F)

PROJECT NAME
Grover Beach Sewer Upgrades

PROJECT NUMBER
221-453

BORING NUMBER
22PH-05

REVISION DATE
02/08/2023
SHEET
1 of 1
5 BR - STANDARD 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 ELEVATION (ft)DEPTH (ft)
MaterialGraphics
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-7 of 9
MaterialGraphics
Sample LocationSample NumberBlows per 6 in.Blows per footRecovery (%) RQD (%)MoistureContent (%)Dry Unit Weight (pcf)Shear Strength(ksf)Drilling MethodCasing Depth

LOGGED BY
J. Cravens

FINAL BY
J. King

DRILLING METHOD
8" Dia. Pothole

DRILLER

BEGIN DATE
12-6-22

COMPLETION DATE
12-6-22

HAMMER TYPE
Hand held slide hammer
BOREHOLE LOCATION (Lat/Long or North/East and Datum)
--/--
BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt. Sta. 43+28

LOCATION DESCRIPTION

BORING NUMBER
22PH-07

SURFACE ELEVATION

73.5 ft

WEATHER NOTES
Sunny, cool

BACKFILLED WITH
Hartzell General Engineering Contractor

DRILL RIG
Potholing/4" Dia. Hand Auger
Center of 9th St N of Ramona Ave; above existing sewer line

GROUNDWATER DURING DRILLING AFTER DRILLING (DATE)

READINGS --
Sand-cement grout

TOTAL DEPTH OF BORING

7.2 ft
DESCRIPTION Remarks
0 5.5'' ASPHALT CONCRETE.
12'' AGGREGATE BASE.
1 72 2
3 70 4
5 68 6
SILTYSAND with GRAVEL (SM); dark brown; moist; fine
to coarse, subrounded to subangular GRAVEL; fine
SAND; (FILL).

SILTY SAND (SM); brown; moist; trace fine, subangular
GRAVEL; fine SAND.
7 66 8
9 64 10
11 62 12
13 60 14
15 6
Bottom of borehole at 7.2 ft bgs
This Boring Record was developed in accordance with
the Caltrans Soil & Rock Logging, Classification, and
Presentation Manual (2010) except as noted on the Soil
or Rock Legend or below.
-- 100 20 104 PA (5% G, 86% S, 9% F)
DS

PROJECT NAME
Grover Beach Sewer Upgrades

PROJECT NUMBER
221-453

BORING NUMBER
22PH-07

REVISION DATE
02/08/2023
SHEET
1 of 1
5 BR - STANDARD 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 ELEVATION (ft)DEPTH (ft)
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-8 of 9
Sample LocationSample NumberBlows per 6 in.Blows per footRecovery (%) RQD (%)MoistureContent (%)Dry Unit Weight (pcf)Shear Strength(ksf)Drilling MethodCasing Depth

LOGGED BY
J. Cravens

FINAL BY
J. King

DRILLING METHOD
8" Dia. Pothole

DRILLER

BEGIN DATE
12-6-22

COMPLETION DATE
12-6-22

HAMMER TYPE
Hand held slide hammer
BOREHOLE LOCATION (Lat/Long or North/East and Datum)
--/--
BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt. Sta. 48+46

LOCATION DESCRIPTION

BORING NUMBER
22PH-08

SURFACE ELEVATION

92.3 ft

WEATHER NOTES
Sunny, cool

BACKFILLED WITH
Hartzell General Engineering Contractor

DRILL RIG
Potholing/4" Dia. Hand Auger
Center of 9th St N of Brighton Ave; above existing sewer line

GROUNDWATER DURING DRILLING AFTER DRILLING (DATE)

READINGS --
Sand-cement grout

TOTAL DEPTH OF BORING

7.7 ft
DESCRIPTION Remarks
0 1
90 2
3 88 4
5 86 6
3'' ASPHALT CONCRETE.
8'' AGGREGATE BASE.

SILTYSAND (SM); dark brown; moist; trace fine,
subrounded GRAVEL; fine SAND; (FILL).

Chunks of approximately 3" thick asphalt chunks at 2.7'.

Trace fine to medium, subrounded to subangular
GRAVEL.
7 84 8
9 82 10
11 80 12
13 78 14
15 7
Bottom of borehole at 7.7 ft bgs
This Boring Record was developed in accordance with
the Caltrans Soil & Rock Logging, Classification, and
Presentation Manual (2010) except as noted on the Soil
or Rock Legend or below.
-- 100 17 112

PROJECT NAME
Grover Beach Sewer Upgrades

PROJECT NUMBER
221-453

BORING NUMBER
22PH-08

REVISION DATE
02/08/2023
SHEET
1 of 1
5 BR - STANDARD 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 ELEVATION (ft)DEPTH (ft)
MaterialGraphics
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 A-9 of 9
Sample LocationSample NumberBlows per 6 in.Blows per footRecovery (%) RQD (%)MoistureContent (%)Dry Unit Weight (pcf)Shear Strength(ksf)Drilling MethodCasing Depth 4 LOGGED BY
J. Cravens

FINAL BY
J. King

DRILLING METHOD
8" Dia. Pothole

DRILLER

BEGIN DATE
12-6-22

COMPLETION DATE
12-6-22

HAMMER TYPE
Hand held slide hammer
BOREHOLE LOCATION (Lat/Long or North/East and Datum)
--/--
BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt. Sta. 59+05

LOCATION DESCRIPTION

BORING NUMBER
22PH-09

SURFACE ELEVATION
135.5 ft

WEATHER NOTES
Sunny, cool

BACKFILLED WITH
Hartzell General Engineering Contractor

DRILL RIG
Potholing/4" Dia. Hand Auger
Center of 9th St S of Atlantic City Ave; above existing sewer line

GROUNDWATER DURING DRILLING AFTER DRILLING (DATE)

READINGS --
Sand-cement grout

TOTAL DEPTH OF BORING

7.2 ft
DESCRIPTION Remarks
0 1
134 2
3 132 4
5 130 6
2'' ASPHALT CONCRETE.
6'' AGGREGATE BASE.

SILTY SAND with GRAVEL (SM); dark brown; moist; fine
to medium, rounded to subangular GRAVEL; fine SAND;
(FILL).

SILTY SAND (SM); dark brown; moist; trace medium
GRAVEL; fine SAND; chunk of asphalt at top of sample.
7 128 8
9 126 10
11 124 12
13 122 14
15 8
Bottom of borehole at 7.2 ft bgs
This Boring Record was developed in accordance with
the Caltrans Soil & Rock Logging, Classification, and
Presentation Manual (2010) except as noted on the Soil
or Rock Legend or below.
-- 88 CR (pH = 4.25, r = 2,794 ohm-cm,
SO 2- = 268 mg/kg, Cl- = 14
mg/kg)

PROJECT NAME
Grover Beach Sewer Upgrades

PROJECT NUMBER
221-453

BORING NUMBER
22PH-09

REVISION DATE
02/08/2023
SHEET
1 of 1
5 BR - STANDARD 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 ELEVATION (ft)DEPTH (ft)
MaterialGraphics
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 DRAFT ‐ NOT FOR CONSTRUCTION
This page intentionally left blank.

Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 B-1 of 6

SUMMARY OF LABORATORY TEST RESULTS
Sample Information Gradation Atterberg Corrosion Compaction Boring
No.

Sample
No.

Depth
(ft)
Sample
Type
USCS Classification
Poorly graded SAND with SILT (SP-SM)
Poorly graded SAND with CLAY and GRAVEL
(SP-SC)
SILTY SAND with GRAVEL (SM)
Poorly graded SAND with SILT (SP-SM)

POORLY GRADED SAND (SP)
Poorly graded SAND with SILT (SP-SM)

SILTY SAND (SM)

PROJECT NAME
Grover Beach Sewer Upgrades
PROJECT NO.
221-453

PROJECT MANAGER
J. King

CHECKED BY
J. Cravens

REVISION DATE
1-25-23

PREPARED BY
C. Williams/R. Hooke
SHEET
YEH
1 of 1
SUMMARY OF TEST RESULTS 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23 Total Unit Weight, t, (pcf)Dry Unit Weight, d, (pcf)
MoistureContent(%)Gravel (%)Sand (%)Fines (%)Plasticity Index (PI) Liquid Limit (LL)
pHResistivity( - cm)
SO4
2- (mg/kg)(mg/kg) Cl
- Max. Dry Unit
Weight, d, MAX
, (pcf)
Optimum Moisture Content (%)R-ValueExpansion IndexAdditional Testing 22PH-01 1 7.5 MCAL 122 105 16 -- -- -- -- -- -- -- -- -- -- -- -- -- DS 22PH-02 2 7.0 MCAL 130 112 16 37 58 6 -- -- 6.48 3,842 -- -- -- -- -- -- -- 22PH-03 3 7.0 MCAL 127 104 22 -- -- -- -- -- -- -- -- -- -- -- -- -- DS 22PH-04 4 8.0 MCAL 116 102 14 2 88 9 -- -- 4.66 6,175 85 10 -- -- -- -- -- 22PH-05 5 10.2 MCAL 97 91 7 0 97 3 -- -- -- -- 596 18 -- -- -- -- -- 22PH-07 6 6.5 MCAL 125 104 20 5 86 9 -- -- -- -- -- -- -- -- -- -- DS 22PH-08 7 7.0 MCAL 131 112 17 -- -- -- -- -- -- -- -- -- -- -- -- -- -- 22PH-09 8 6.5 MCAL -- -- -- -- -- -- -- -- 4.25 2,794 268 14 -- -- -- -- -- Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 B-2 of 6

COBBLES GRAVEL SAND SILT OR CLAY
coarse fine coarse medium fine
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 100
95 6
4 3
2 1.5
1 3/4 1/23/8 3 4
6 8
10 1416 20 30 40 50 60 100140200
90 85
80 75
70 65
60 55
50 45
40 35
30 25
20 15
10 5
0 100 10 1

GRAIN SIZE IN MILLIMETERS

0.1 0.01 0.001
Specimen Identification Classification LL PL PI Cc Cu
22PH-02 7.0 ft Poorly graded SAND with CLAY and GRAVEL (SP-SC) -- -- -- 0.12 32.35 22PH-04 8.0 ft Poorly graded SAND with SILT (SP-SM) -- -- -- 1.52 2.59 22PH-05 10.2 ft POORLY GRADED SAND (SP) -- -- -- 1.30 2.11 22PH-07 6.5 ft Poorly graded SAND with SILT (SP-SM) -- -- -- 1.20 2.56 Specimen Identification D100 D60 D50 D30 D10 %Gravel %Sand %Silt %Clay 22PH-02 7.0 ft 19 3.488 1.076 0.216 0.108 36.7 57.8 5.6 22PH-04 8.0 ft 9.5 0.2 0.183 0.153 0.077 2.4 88.4 9.2
22PH-05 10.2 ft 4.75 0.2 0.184 0.157 0.095 0.0 97.3 2.7 22PH-07 6.5 ft 9.5 0.197 0.177 0.134 0.077 4.9 85.9 9.2

PROJECT NAME

GRAINSIZE DISTRIBUTION
PROJECT NO.

Grover Beach Sewer Upgrades

REVISION DATE
1-25-23
221-453

PROJECT MANAGER
J. King

PREPARED BY
C. Williams/R. Hooke

CHECKED BY
J. Cravens
SHEET
1 of 1
YEH SIEVE 221-453 LOGS AND LAB.GPJ CALIFORNIA YEH LIBRARY (YEH V3 APRIL 2020).GLB 1/25/23

PERCENT FINER BY WEIGHT
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 B-3 of 6
Corrosivity Tests Summary
CTL # 687-174 Date: 12/22/2022 Tested By: PJ Checked: PJ Client: Yeh and Associates Project: Grover Beach Sewer Upgrades Proj. No: 221-453 Remarks:

Sample Location or ID Resistivity @ 15.5 °C (Ohm-cm) Chloride mg/kg
Sulfate pH ORP
(Redox)
Sulfide
Qualitative
by Lead
Acetate Paper
Moisture
At Test
%
ASTM D2216
As Rec. Min Sat. mg/kg %
Soil Visual Description
Dry Wt. Dry Wt. Dry Wt. EH (mv)
ASTM G200
At Test
Boring Sample, No. Depth, ft. ASTM G57 Cal 643 ASTM G57 ASTM D4327 ASTM D4327 ASTM D4327 ASTM G51 Temp °C 22PH-04 4 8 - - - 10 85 0.0085 - - - - 13.9 Reddish Brown Poorly Graded SAND with SILT (SP-SM)
22PH-05 5 10.5 - - - 18 596 0.0596 - - - - 13.9 Yellowish Brown Poorly Graded

SAND (SP)
22PH-09 8 6.5 - - - 14 268 0.0268 - - - - 13.9 Brown Silty SAND (SM) Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 B-4 of 6
Boring Number:

Sample Number:

Sample Depth:

USCS Classification:
22PH-01
1 7.5 ft
Poorly-graded SAND with silt (SP-SM): dark
brown, moist
-0.01
Specimen
Water Content, %
Dry Unit Weight, pcf
Saturation, %
Void Ratio
A B

16.2% 16.2%
103.9 105.5
70% 73%

0.62 0.60
C

16.2%
104.7
72%

0.61 D
Test Method: ASTM D3080
Project: Grover Beach Sewer Upgrades
Tested By: N. Derbidge, Cal Poly Geo-E Lab
Checked By: R.Hooke/J. Cravens, Yeh and Associates
Atterberg Limits
Liquid Limit, % ---
Plastic Limit, % ---
Plasticity Index, % ---
Estimated Gs 2.7
kavg 20ºC, cm/sec ---
Peak: Φ'= 38.5°, c'= 0.2 ksf
Min. Post-Peak: Φ'= 37.9°, c'= 0 ksf
Shear Stress, ksf CLASSIF
6 6
5 5
4 4
3 3
2 2
1 1
0 0 1 2 3 4 5 6
Normal Stress, ksf
0 0.0 0.1 0.2 0.3 0.4
Horizontal Displacement, in
Water Content, % 21.5% 21.0% 22.2% 0.03
Dry Unit Weight, pcf 100.3 101.9 102.1 Sieve Size % Passing Void Ratio 0.68 0.65 0.65 3/8-in. (9.5mm) ---
Displacement at Peak, in 0.06 0.06 0.12 #4 (4.75mm) --- Displacement Rate, in/min 0.0020 0.0020 0.0020 #16 (1.18mm) --- Normal Stress, ksf 1.0 2.0 4.0
ON
#30 (0.6mm) ---
Peak Shear Stress, ksf 0.99 1.79 3.38
ATI
#100 (0.150mm) ---
Min. Post-Peak Stress, ksf 0.81 1.43 3.13
IC
#200 (0.075mm) ---

DIRECT SHEAR TEST REPORT
Sample A
Sample B
Sample C

REMARKS TEST SUMMARY FINAL INITIAL SAMPLE ID
Vertical Displacement, in
Diameter, in 2.42 2.42 2.42
Height, in 1.00 1.00 1.00
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 B-5 of 6
Boring Number:

Sample Number:

Sample Depth:

USCS Classification:
22PH-03
3 7.0 ft
Silty SAND with gravel (SM): brown, wet,
gravel removed for testing
-0.02
-0.01
-0.01
Specimen
Water Content, %
Dry Unit Weight, pcf
Saturation, %
Void Ratio
Diameter, in
Height, in
A B

22.4% 22.4%
103.5 105.3
97% 101%

0.63 0.60

2.42 2.42

1.00 1.00
C

22.4%
103.5
97%

0.63 2.42

1.00 D
Test Method: ASTM D3080
Project: Grover Beach Sewer Upgrades
Tested By: N. Derbidge, Cal Poly Geo-E Lab
Checked By: R.Hooke/J. Cravens, Yeh and Associates
Atterberg Limits
Liquid Limit, % ---
Plastic Limit, % ---
Plasticity Index, % ---
Estimated Gs 2.7
kavg 20ºC, cm/sec ---
Peak: Φ'= 47.3°, c'= 0 ksf
Min. Post-Peak: Φ'= 45°, c'= 0 ksf
Shear Stress, ksf CLASSIF
6 6
5 5
4 4
3 3
2 2
1 1
0 0 1 2 3 4 5 6
Normal Stress, ksf
0 0.0 0.1 0.2 0.3 0.4
Horizontal Displacement, in
Water Content, % 20.4% 16.8% 17.2% 0.03
Dry Unit Weight, pcf 102.5 109.5 109.1 Sieve Size % Passing Void Ratio 0.64 0.54 0.54 3/8-in. (9.5mm) ---
Displacement at Peak, in 0.07 0.07 0.29 #4 (4.75mm) --- Displacement Rate, in/min 0.0020 0.0020 0.0020 #16 (1.18mm) --- Normal Stress, ksf 1.0 2.0 4.0
ON
#30 (0.6mm) ---
Peak Shear Stress, ksf 1.05 2.28 4.40
ATI
#100 (0.150mm) ---
Min. Post-Peak Stress, ksf 0.93 1.82 4.37
IC
#200 (0.075mm) ---

DIRECT SHEAR TEST REPORT
Sample A
Sample B
Sample C

REMARKS TEST SUMMARY FINAL INITIAL SAMPLE ID
Vertical Displacement, in
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 B-6 of 6
Boring Number:

Sample Number:

Sample Depth:

USCS Classification:
22PH-07
6 6.5 ft
Poorly graded SAND with SILT (SP-SM):
brown, wet, trace gravel removed for testing
-0.01
-0.01
Specimen
Water Content, %
Dry Unit Weight, pcf
Saturation, %
Void Ratio
Diameter, in
Height, in
A B

18.3% 18.3%
101.1 101.4
74% 75%

0.67 0.66

2.42 2.42

1.00 1.00
C

18.3%
100.5
73%

0.68 2.42

1.00 D
Test Method: ASTM D3080
Project: Grover Beach Sewer Upgrades
Tested By: N. Derbidge, Cal Poly Geo-E Lab
Checked By: R.Hooke/J. Cravens, Yeh and Associates
Atterberg Limits
Liquid Limit, % ---
Plastic Limit, % ---
Plasticity Index, % ---
Estimated Gs 2.7
kavg 20ºC, cm/sec ---
Peak: Φ'= 38.1°, c'= 0.18 ksf
Min. Post-Peak: Φ'= 38.1°, c'= 0.1 ksf
Shear Stress, ksf CLASSIF
6 6
5 5
4 4
3 3
2 2
1 1
0 0 1 2 3 4 5 6
Normal Stress, ksf
0 0.0 0.1 0.2 0.3 0.4
Horizontal Displacement, in
Water Content, % 19.1% 19.7% 19.1% 0.04
Dry Unit Weight, pcf 99.5 101.3 102.5 Sieve Size % Passing Void Ratio 0.69 0.66 0.64 3/8-in. (9.5mm) ---
Displacement at Peak, in 0.06 0.30 0.30 #4 (4.75mm) --- Displacement Rate, in/min 0.0020 0.0020 0.0020 #16 (1.18mm) --- Normal Stress, ksf 1.0 2.0 4.0
ON
#30 (0.6mm) ---
Peak Shear Stress, ksf 0.95 1.79 3.31
ATI
#100 (0.150mm) ---
Min. Post-Peak Stress, ksf 0.76 1.79 3.31
IC
#200 (0.075mm) ---

DIRECT SHEAR TEST REPORT
Sample A
Sample B
Sample C

REMARKS TEST SUMMARY FINAL INITIAL SAMPLE ID
Vertical Displacement, in
Docusign Envelope ID: 4CB44DCA-51A5-432F-ACCB-D2573091F878 Bid Opening Date: Thursday, August 28, 2025 @ 2:00 p.m.

Bids for: Project_CIP 5002
Sealed Bids Received from:

No. Company Name & Address Total Base Bid
1 SCEI - Sierra Construction & Excavation Inc.

P.O. Box 21297
Bakersfield, CA 93390
$4,385.335.00
2 Souza Construction
P.O. Box 3810
San Luis Obispo, CA 93403
$3,909,221.00
3 4
5 6
7 *Bid results are subject to verification by engineering.

City of Grover Beach Bid Opening Results
8/28/2025 1 of 1
Attachment 2

CITY OF GROVER BEACH

CITY COUNCIL STAFF REPORT
Agenda Item No. 6
Placement: Consent
Meeting Date: September 22, 2025
TO: Honorable Mayor and City Council
FROM: Matthew Bronson, City Manager
PREPARED BY: Kristin Eriksson, Assistant City Manager
SUBJECT: Approval of AB 650 Support Position Letter

RECOMMENDATION
Authorize the Mayor to send a letter supporting the Governor’s signing AB 650 (Planning and Zoning: Housing Element: Regional Housing Needs Allocation).

BACKGROUND
In March 2023, the Council adopted the City’s first Legislative Platform which outlines the City’s positions on priority issues that impact City operations. The Platform was then updated by the Council in January 2025, as shown in Attachment 1. Generally, the Platform is designed to authorize the City Manager or Mayor to take positions on legislation that are consistent with the platform to allow for quick response communications, through opposition or support letters, to legislators when time is of the essence. However, when there is legislation with application to the City that does not fall within the Platform, the City Council must provide authorization to take an official position on behalf of the City.

Every five to eight years, local governments are required to adopt a blueprint outlining where developers can or cannot build residential developments within their respective communities and obtain certification from the Department of Housing and Community Development (HCD). Local governments plan for their fair share of housing development as determined through the Regional Housing Needs Allocation (RHNA) process. As part of this complex process, local governments submit in their housing elements a variety of essential data, actions, and programs to promote fair, equitable, and affordable housing in their community. The City’s current Housing Element covers 2020-2028 and will need to be updated beginning in FY 2026-27.

During the current 6th RHNA cycle, local governments have experienced various challenges in obtaining Housing Element certification from HCD. Some of the challenges include a short timeline for completing these complex documents and responding to HCD’s feedback, a lack of clarity regarding what the state expects from local governments when reviewing additional housing element drafts, and the introduction of new requirements late in the housing element review process.

In response to these difficulties, Assembly Member Papan introduced AB 650 (https://leginfo.legislature.ca.gov/faces/billTextClient.xhtml?bill_id=202520260AB650). AB 650 would address these issues by allowing local governments to begin updating their Housing Elements six months earlier. The bill would also require HCD to provide specific text and analysis that must be included in the housing element to remedy deficiencies, ensuring that local Staff Report: Support for Governor Signing AB 650 Page 2 September 22, 2025
Multi-Year Goals
☐ Public Safety and Community Services ☒ Economic Development and Housing ☐ Community Infrastructure ☒ Financial and Organization Sustainability Council Priorities
☐ Water & Wastewater Infrastructure ☐ Community Engagement governments are not penalized when HCD identifies additional deficiencies not previously identified in prior review letters. AB 650 was sponsored by Cal Cities and approved unanimously by both the Assembly and Senate and is on the Governor’s desk for signature.

Given the City’s interest in clarity and certainty in the complex Housing Element process, staff recommends the Council authorize the Mayor to send a letter of support to the Governor urging signature of AB 650.

FISCAL IMPACT
There are no funding impacts to this staff report.

ALTERNATIVES
The Council has the following alternatives to consider:
1) Authorize the Mayor to send a letter supporting the Governor’s signing AB 650; or 2) Do not authorize the letter of support; or
3) Provide alternative direction to staff.

PUBLIC NOTIFICATION
The agenda was posted in accordance with the Brown Act.

ATTACHMENTS

1. 2025 Legislative Platform

2. AB 650 Letter of Support
City of Grover Beach
2025 Legislative Platform
Approved by City Council January 27, 2025
Attachment 1
Contents
SECTION 1 – INTRODUCTION................................................................................................. 1

1.1 General Purpose.......................................................................................................... 1

1.2 Authority ...................................................................................................................... 1

1.2.1 Adoption. .............................................................................................................. 1

1.2.2 City Manager Authority. ........................................................................................ 1

1.2.3 Limit to City Manager Authority. ............................................................................ 1

1.3 Distribution................................................................................................................... 1 SECTION 2 – GENERAL GOVERNMENT................................................................................. 1

2.1 Local Control................................................................................................................ 1 SECTION 3 – LOCAL GOVERNMENT FINANCE...................................................................... 2 SECTION 4 – PUBLIC Safety .................................................................................................... 2

4.1 Emergency Response.................................................................................................. 2

4.2 Crime Reduction .......................................................................................................... 2

4.3 Victim’s Rights ............................................................................................................. 3 SECTION 5 – TRANSPORTATION AND PUBLIC WORKS....................................................... 3

5.1 General Infrastructure.................................................................................................. 3 SECTION 6 – RESOURCES AND ENVIRONMENT .................................................................. 3

6.1 Water Resiliency.......................................................................................................... 3

6.2 Organic Waste Disposal............................................................................................... 3 SECTION 7 – COMMUNITY DEVELOPMENT........................................................................... 3

7.1 Housing and Homelessness ........................................................................................ 3

7.2 Commercial Cannabis.................................................................................................. 4

7.3 Travel and Tourism...................................................................................................... 4 1 SECTION 1 – INTRODUCTION

1.1 General Purpose
The City of Grover Beach Legislative Platform (Platform) is adopted to formalize Council priorities and allow for expedient promotion of the City’s interests in legislative matters.

The Platform is designed to guide the Council and staff in taking appropriate action on legislative proposals and actions in the State and Federal governments.

1.2 Authority

1.2.1 Adoption - The Platform is developed with input from all City departments and is adopted by the City Council annually.

1.2.2 City Manager Authority – The City Manager or designee may take actions to support or oppose proposed legislation without prior approval of the City Council when consistent with the platform, provided that the City Council may set or change the City’s established position on any specific legislation even it inconsistent with this Platform’s general position.

1.2.3 Limit to City Manager Authority – The City Council will maintain sole authority to establish an initial position for any proposed legislation that would result in the matter coming before voters as a statewide ballot measure, such as California constitutional amendments, a statewide bond measure, or a measure amending a previously-approved statewide ballot measure.

1.3 Distribution
Upon the Council’s annual approval, the Legislative Platform shall be distributed to California’s U.S. Senators, U.S. Congressmembers, as well as all California State Constitutional offices representing the City, all California State Senator(s) and Assemblymember(s) representing the City, the National League of Cities and the League of California Cities.

SECTION 2 – GENERAL GOVERNMENT

2.1 Local Control
• Support legislation that enhances local control for various permitting, land use, contracting and discretionary actions and allows cities to address the needs of local communities within a framework of regional cooperation
• Oppose legislation that preempts local authority and impedes the City’s ability to address community needs.
• Oppose legislation that imposes unfunded or insufficiently funded mandates by the State.
2 SECTION 3 – LOCAL GOVERNMENT FINANCE
• Support legislation that protects, increases and/or modernizes revenue streams for local priorities.
• Support legislation to provide full and prompt reimbursement to all local agencies for all state-mandated programs and/or infractions and losses associated with local revenue shifts.
• Support legislation that creates streamlined and less competitive funding opportunities for cities with smaller budgets, geographical size and population, such as the City. • Support legislation that fully funds positions in State and Federal agencies that can accelerate the prompt administration of funding and reimbursements from those agencies to the City.
• Support legislation that sustains funding for grants awarded by the State or Federal government.
• Support legislation that allows for a future, voter-approved, SLOCOG transportationspecific revenue measure to be waived from the 2% local sales tax limits in San Luis Obispo County.
• Oppose legislation that mandates new duties, responsibilities or obligations to a City under state realignment.
• Oppose legislation that increases the threshold for voters to pass new or increased state or local taxes needed to fund local services and infrastructure. • Oppose legislation that eliminates or restricts control of or creates barriers to the City’s revenue sources.
• Oppose legislation that restricts the City’s ability to contract for goods or services or otherwise increases costs of contracting for goods or services.

SECTION 4 – PUBLIC SAFETY

4.1 Emergency Response
• Support legislation to provide funding for disaster prevention efforts, emergency response planning, and training and equipment for response and recovery efforts. • Support legislation to develop and implement statewide-integrated public safety communication systems.

4.2 Crime Reduction
• Support legislation to allow for greater crime reduction in the community. 3 • Support legislation to add fentanyl to the list of illegal substances subject to the existing weight enhancements for criminal sentencing.

4.3 Victim’s Rights
• Support legislation increasing the rights of victims of crimes.

SECTION 5 – TRANSPORTATION AND PUBLIC WORKS

5.1 General Infrastructure
• Support legislation providing funding for revolving loan fund programs to assist with financing capital costs of infrastructure improvements, including facility replacements. • Support legislation to expedite project delivery processes and expand project delivery methods for use by all cities for facilities and infrastructure. • Support legislation that secures state and federal fees and taxes originally programmed for roadway repairs, highway congestion management and transportation improvement projects.
• Oppose legislation that slows, impairs or eliminates funding for public infrastructure.

SECTION 6 – RESOURCES AND ENVIRONMENT

6.1 Water Resiliency
• Support legislation and administrative actions that provide funding or grant programs for energy and water efficiency improvements.
• Support legislation that provides funding for key water supply and infrastructure grant and loan programs.

6.2 Organic Waste Disposal
• Support legislation that provides additional funding or other assistance to implement organic waste disposal requirements.
• Support legislation providing funding for smaller cities to pursue carbon neutral solutions.

SECTION 7 – COMMUNITY DEVELOPMENT

7.1 Housing and Homelessness
• Support legislation to streamline all types of housing development while protecting the City’s permitting, fees and regulatory processes.
• Support legislation to providing funding mechanisms for infrastructure needed for housing development.
4 • Support legislation providing funding for homeless services and shelter projects and operations.
• Support legislation to allow the City more flexibility in creating shelters and temporary and permanent housing.
• Support legislation to provide funding for cleanup efforts as a result of homeless encampments.

7.2 Commercial Cannabis
• Support legislation that provides for reforms of regulatory barriers to the legal cannabis industry
• Support legislation that allows for the sale of food and non-alcoholic drinks at cannabis retailers that permit onsite consumption of cannabis products.

7.3 Travel and Tourism
• Oppose legislation that would reduce or eliminate online travel agencies or platforms from collecting and remitting Transient Occupancy Tax to local jurisdictions.

City of Grover Beach
Mayor Kassi Dee Mayor Pro Tem Robert Robert
Council Member Jules Tuggle, Council Member Kathy McCorry-Driscoll, Council Member Clint Weirick Matthew Bronson
City Manager
154 South Eighth Street Grover Beach, California 93433 www.groverbeach.org (805) 473-4550 September 23, 2025
The Honorable Gavin Newsom
Governor, State of California
1021 O Street, Suite 9000
Sacramento, CA 95814
RE: AB 650 (Papan) Planning and Zoning: Housing Element: Regional Housing Needs Allocation.

Request for Signature
Dear Governor Newsom,
The City of Grover Beach respectfully requests your Signature on AB 650 (Papan), which would allow local governments to begin updating their housing element six months early, provide greater certainty, and reduce ambiguity in the housing element review process.

Since 1969, California’s local governments have planned and selected sites for housing at all income levels through the housing element portion of a local government’s general plan. Every five to eight years, local governments are required to adopt a blueprint outlining where developers can or cannot build residential developments within their respective communities and obtain certification from the Department of Housing and Community Development (HCD). Local governments plan for their fair share of housing development as determined through the Regional Housing Needs Allocation (RHNA) process. As part of this complex process, local governments submit in their housing elements a variety of essential data, actions, and programs to promote fair, equitable, and affordable housing in their community. Currently, local jurisdictions are planning and zoning for nearly 2.5 million additional homes statewide.

During the current 6th RHNA cycle, local governments experienced various challenges in obtaining certification from HCD. Some of the challenges include a short timeline for completing these complex documents and responding to HCD’s feedback, a lack of clarity regarding what the state expects from local governments when reviewing additional housing element drafts, and the introduction of new requirements late in the housing element review process.

AB 650 would address these issues by allowing local governments to begin updating their housing element six months early. The bill would also require HCD to provide specific text and analysis that must be included in the housing element to remedy deficiencies, ensuring that local governments are not penalized when HCD identifies additional deficiencies not previously identified in prior review letters.

Attachment 2
AB 650 would also provide greater clarity and certainty to the housing element process, helping to ensure that all jurisdictions adopt a certified housing element on time. Additionally, the measure will help local governments facilitate the creation of more housing by providing resources that enable cities to obtain state approval for their housing plans, thereby creating more certainty for developers hoping to build in California.

As a small city with limited funding and staff resources, any streamlining or clarity for the increasingly work-intensive and complicating housing element process is critical. Our city has been a cooperative partner with the State in advancing housing and wishes to continue that cooperative relationship and to be in compliance without undue hardship or burdens related to the housing element process.

For these reasons, the City of Grover Beach respectfully requests your Signature on AB 650 (Papan).

Sincerely,
Kassi Dee
Mayor
City of Grover Beach
cc. The Honorable Senator Laird
The Honorable Assemblymember Addis
Dave Mullinax, League Regional Public Affairs Manager (via email) League of California Cities, [email protected]

CITY OF GROVER BEACH

CITY COUNCIL STAFF REPORT
Agenda Item No. 7
Placement: Public Hearing
Meeting Date: September 22, 2025
TO: Honorable Mayor and City Council
FROM: Matthew Bronson, City Manager
PREPARED BY: Robert Lomeli, City Attorney
Wendi Sims, City Clerk
SUBJECT: Second Reading and Adoption of an Ordinance to Approve the Reorganization, Compilation, Renumbering, Amendment, Repeal, Restatement, and Codification of Existing Ordinances and Adopting a New Municipal Code

RECOMMENDATION
Conduct a public hearing for the second reading and adoption of an Ordinance to approve Reorganization, Compilation, Renumbering, Amendment, Repeal, Restatement and Codification of existing Ordinances and adopting a New Municipal Code

BACKGROUND
The Grover Beach Municipal Code (Code) was originally adopted by Ordinance 1 on December 28, 1959 when the City was incorporated. The Code was revised and recodified on March 1, 1976 and again on September 19, 1988. Since then, there have been numerous revisions to the Code, but not a full recodification as was done in 1976 and 1988. Recodifying the Code allows updating and reorganizing all local laws to ensure accuracy, accessibility and consistency, while making it user-friendly and improving public access. This recodification also provides a digital code, which allows staff to regularly update the code on the City’s website when new ordinances are approved.

The recodification makes no substantive changes to code sections beyond what has been changed through adoption of previous ordinances.

Staff is bringing this recodification forward now given the time since the last comprehensive recodification was done in 1988 with numerous ordinances adopted since then. The Code would thus benefit from reorganization and integration into a cohesive, updated code structure. The Ordinance is shown in Attachment 1.

FISCAL IMPACT
There is no funding impact to this action.

ALTERNATIVES
The Council has the following alternatives to consider:

Staff Report: Ordinance to Adopt a Recodified Municipal Code Page 2 September 22, 2025
Multi-Year Goals
☐ Public Safety and Community Services ☐ Economic Development and Housing ☐ Community Infrastructure ☐ Financial and Organization Sustainability Council Priorities
☐ Water & Wastewater Infrastructure ☐ Community Engagement

1. Conduct a public hearing for the second reading and adoption of an Ordinance to approve Reorganization, Compilation, Renumbering, Amendment, Repeal, Restatement and Codification of existing Ordinances and adopting a New Municipal Code; or

2. Provide alternative direction to staff.

PUBLIC NOTIFICATION
The agenda was posted in accordance with the Brown Act.

ATTACHMENTS

1. Ordinance
ORDINANCE NO. 25-__

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GROVER

BEACH, CALIFORNIA, RELATING TO THE REORGANIZATION,

COMPILATION, RENUMBERING, AMENDMENT, REPEAL,

RESTATEMENT, AND CODIFICATION OF EXISTING ORDINANCES

AND ADOPTING A NEW MUNICIPAL CODE
WHEREAS, the present ordinances of the City of Grover Beach (“City”) are inadequately arranged and classified and are insufficient in form for the complete preservation of the public peace, health, safety, and general welfare of the municipality and for the proper conduct of City affairs;
WHEREAS, California law empowers and authorizes the City to reorganize, compile, renumber, amend, repeal, restate, and codify any existing ordinances and all new ordinances not heretofore adopted or published and to incorporate such ordinances into one (1) ordinance; and
WHEREAS, the City Council of the City of Grover Beach (“City Council”) seeks to reorganize, compile, renumber, amend, repeal, restate, and codify its ordinances of a general and permanent nature and publish such ordinances in a new municipal code, as described herein.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GROVER BEACH, CALIFORNIA, DOES ORDAIN AS FOLLOWS:

SECTION 1. The City Council of the City of Grover Beach has authorized a reorganization, compilation, renumbering, amendment, repeal, restatement, and codification of its ordinances of a general and permanent nature and publication of such ordinances into one (1) ordinance.

SECTION 2. The ordinances of the City of Grover Beach as revised, amended, restated, codified, and compiled are hereby adopted as and shall constitute the “City of Grover Beach, California Code of Ordinances” which may also be referenced as the “Grover Beach Municipal Code.”
SECTION 3. The Grover Beach Municipal Code shall consist of the following titles:

CITY OF GROVER BEACH, CALIFORNIA

CODE OF ORDINANCES
TITLE I: GENERAL PROVISIONS
Chapter 10. General Provisions
Attachment 1
Chapter 11. City Standards
TITLE III: ADMINISTRATION
Chapter 30. City Council and Officials
Chapter 31. Organizations
Chapter 32. Purchasing
Chapter 33. Finances and Fees
Chapter 34. Taxation
Chapter 35. Public Safety and Protection
Chapter 36. Emergency Management
Chapter 37. General City Policies
TITLE V: PUBLIC UTILITIES
Chapter 50. Water
Chapter 51. Sewers
Chapter 52. Solid Waste Management
TITLE VI: TRAFFIC CODE
Chapter 70. Traffic Regulations
Chapter 71. Recreational Vehicles
Chapter 72. Traffic Schedules
TITLE IX: GENERAL REGULATIONS
Chapter 90. Nuisances
Chapter 91. Animals
Chapter 92: Abandoned Vehicles
Chapter 93: Parks and Recreation
TITLE XI: BUSINESS REGULATIONS
Chapter 110. General Provisions
Chapter 111. Gasoline Stations
Chapter 112. Solicitation
Chapter 113. Amusement and Leisure
Chapter 114. Tobacco Sale, Consumption
Chapter 115. Alarm System Businesses
Chapter 116. Taxicabs
Chapter 117. Massage Therapy Businesses
Chapter 118. Parades, Special Assemblies
Chapter 119. Fireworks
Chapter 120. Commercial Cannabis Establishments
Chapter 121. Film Production
Chapter 122. Franchises
TITLE XIII: GENERAL OFFENSES
Chapter 130. Offenses Against Public Order
Chapter 131. Offenses Against Property
Chapter 132. Offenses Against Public Morals
TITLE XV: LAND USAGE
Chapter 150. Building Regulations; Construction
Chapter 151. Mobile Homes, Trailer Parks
Chapter 152. Zoning

TABLE OF SPECIAL ORDINANCES
Table I. Franchises and Agreements

PARALLEL REFERENCES
References to California Codes
References to Prior Code
References to Resolutions
SECTION 4. It is the City Council’s intent that in making any amendments to the prior ordinances, whether the amendment be by express amendment, by repeal and reenactment, by new titling, or by renumbering of a provision, if the amendment is substantially the same as any Code provision previously adopted and relating to the same subject matter, the amendment shall be construed as a restatement and continuation of the previous provisions and not as a new enactment.

SECTION 5. All prior ordinances pertaining to the subjects treated in the Grover Beach Municipal Code adopted by this ordinance are included and reordained in whole or in part. The repeal of any ordinance as part of the process for adoption of this new Grover Beach Municipal Code shall not affect any offense committed or penalty incurred or any right established prior to the effective date of this ordinance, nor shall such repeal affect the provisions of any other permanent City ordinances, nor shall such repeal affect any other ordinance of a temporary or special nature or pertaining to subjects not contained in or covered by the Code.

SECTION 6. The Grover Beach Municipal Code shall be deemed published as of the day of its adoption and approval by the City Council. The City Clerk is hereby authorized and ordered to file a copy in the Office of the City Clerk.

SECTION 7. SEVERABILITY. Each provision of this ordinance is severable, and the invalidity of any section or part thereof shall not affect the validity of its other provisions.

SECTION 9. EFFECTIVE DATE. This ordinance shall take effect and be in force thirty (30) days from and after its final passage.

SECTION 8. PUBLICATION. The City Clerk is authorized to cause this ordinance or a summary of this ordinance to be published in a newspaper of general circulation in the City of Grover Beach, within fifteen (15) days after its adoption. If a summary of the ordinance is published, the City Clerk shall cause a certified copy of the full text of the proposed ordinance to be posted at City Hall at least five (5) days prior to the meeting at which the ordinance is adopted and again after the meeting at which it is adopted.

INTRODUCED at a regular meeting of the City Council held on August 25, 2025.

PASSED, APPROVED, and ADOPTED by the City Council at a regular meeting held on September 22, on the following roll call vote, to wit:

AYES: Council Members -
NOES: Council Members -
ABSENT: Council Members -
ABSTAIN: Council Members -
RECUSED: Council Members -
__________________________

KASSI DEE, MAYOR
Attest:
______________________________

WENDI SIMS, CITY CLERK
Approved as to Form:
_____________________________

ROBERT LOMELI, CITY ATTORNEY

CITY OF GROVER BEACH

CITY COUNCIL STAFF REPORT
Agenda Item No. 8
Placement: Public Hearing
Meeting Date: September 22, 2025
TO: Honorable Mayor and City Council
FROM: Matthew Bronson, City Manager
PREPARED BY: Kristin Eriksson, Assistant City Manager
Robert Lomeli, City Attorney
SUBJECT: Second Reading and Adoption of an Ordinance to Amend Sections

31.08 and 31.23 of Chapter 31 (Organizations) of Title III (Administration) of the Grover Beach Municipal Code Pertaining to Appointments and Vacancies for the Planning Commission and Parks, Recreation and Beautification Commission

RECOMMENDATION
Conduct a public hearing for the second reading and adoption of an ordinance to Amend Sections

31.08 and 31.23 of Chapter 31 (Organizations) of Title III (Administration) of the Grover Beach Municipal Code (GBMC) pertaining to appointments and vacancies for the Planning Commission and Parks, Recreation and Beautification Commission.

BACKGROUND
The City currently has four advisory bodies established by the City Council: Planning Commission; Parks, Recreation and Beautification Commission; Citizen Oversight Committee for Measure K14; and Citizen Oversight Committee for Sales Tax Revenue Measures. The Planning Commission is authorized to grant or deny land use applications submitted to the City along with reviewing and making recommendations to the Council on topics related to the City’s General Plan. The Parks, Recreation and Beautification Commission provides recommendations to the Council on issues involving parks, recreation, City-sponsored special events and beautification efforts. The Citizen Oversight Committee for Measure K-14 reviews the City’s annual report on Measure K-14 revenues and expenditures. The Citizen Oversight Committee for Sales Tax Revenue Measures reviews the City’s annual report on sales tax revenues and expenditures.

The Planning Commission and Parks, Recreation and Beautification Commission are comprised of five members who are appointed by the Mayor with the Council’s approval as shown in Attachment 1 (Grover Beach Municipal Code (GBMC) Title III, Chapter 31, §§31.02, 31.08 31.20 and 31.23; Resolutions 19-44 and 20-47). In practice, the City accepts applications from interested qualified electors when there is a vacancy and the Mayor convenes an interview panel of their choosing which generally includes an existing member of the advisory body and a Council Member. The Mayor then selects one or more qualified applicant(s) for the vacant Commission seat(s) and the Council is subsequently asked to approve the Mayor’s selection(s) at the next regular Council meeting. This process is unique among cities in the county as several cities have their full Council interview applicants and appoint advisory body members in open session.

Staff Report: Hearing to Adopt an Ordinance Amending the Selection Process for Advisory Boards Page 2 September 22, 2025
Multi-Year Goals
☐ Public Safety and Community Services ☐ Economic Development and Housing ☐ Community Infrastructure ☒ Financial and Organization Sustainability Council Priorities
☐ Water & Wastewater Infrastructure ☐ Community Engagement On March 10, 2025, staff brought a review of the City’s advisory body selection process to receive Council input and direction on whether to continue or modify the City’s current process. The Council directed staff to return with an ordinance that amends the selection process to receive applications for vacancies in advisory bodies and conduct public interviews at a Council meeting with selection to fill the vacant seat(s) made by a majority vote of the full Council. The ordinance shown in Attachment 2 makes the necessary changes to the GBMC to implement this new selection process. The Ordinance was introduced in a first reading at the September 8, 2025 meeting. Pending adoption of this Ordinance, staff would use this new selection process for filling future vacancies once the Ordinance went into effect on October 23, 2025.

On September 8, 2025, the Council adopted a Resolution to modify the composition of the Citizen Oversight Committee for City Revenue Measures into two separate advisory bodies: a fivemember Oversight Committee for Transaction and Use Tax Revenue Measures and a threemember Oversight Committee for Revenue Measure K-14. The Council’s action followed direction provided on this topic at the March 10th meeting. Pending adoption of this Ordinance, staff intends to use a similar selection process for the two new Oversight Committees as the Planning and Parks, Recreation, and Beautification Commissions for consistency with the selection of all advisory body members. Staff will post the openings for the Oversight Committees this fall for Council interviews and selection by the end of the calendar year.

FISCAL IMPACT
There are no funding impacts to this staff report.

ALTERNATIVES
The Council has the following alternatives to consider:
1) Conduct a public hearing for the second reading and adoption of an ordinance to amend Sections 31.08 and 31.23 of Chapter 31 (Organizations) of Title III (Administration) of the Grover Beach Municipal Code Pertaining to Appointments and Vacancies for the Planning Commission and Parks, Recreation and Beautification Commission; or 2) Provide alternative direction to staff.

PUBLIC NOTIFICATION
The agenda was posted in accordance with the Brown Act. A legal ad was published in the New Times on September 11, 2025.

ATTACHMENTS

1. Current Advisory Body Code Sections and Resolutions

2. Ordinance

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RESOLUTION NO. 19-44

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GROVER BEACH,

CALIFORNIA, ESTABLISHING A CITIZEN OVERSIGHT COMMITTEE FOR CITY

REVENUE MEASURES
WHEREAS, in 2006, Grover Beach voters approved Measure X-06 which establish a new

0.5% Transaction and Use Tax as a general revenue to fund City services and projects as determined by the City Council; and
WHEREAS, Section 15013 of Ordinance No. 06-12, currently numbered as 101513 in the Grover Beach Municipal Code, calls for preparation and public availability of an annual report to summarize expenditures from revenue generated from the Transactions and Use Tax while Section 15014, currently numbered as 101514, calls for appointment of a citizen committee to review this annual report and prepare a report on these expenditures to the City Council; and WHEREAS, in 2014, Grover Beach voters approved Measure K-14 which authorized issuance of up to $48 million in general obligation bond funding to repair local streets and roads; and
WHEREAS, Section 10(c) of Ordinance No. 14-05 calls for establishment of a Citizen Oversight Committee composed of three voters charged with an annual review of all bond proceeds and expenditure and an annual report to the City Council; and WHEREAS, the Measure X-06 Oversight Committee has not met since 2016 whereas the Measure K-14 Oversight Committee has met annually since its establishment in 2016; and WHEREAS, the City Council affirms the importance of providing a citizen oversight role for approved revenue measures including Measure X-06 along with Measure K-14 and other recent measures which includes reviewing an annual report of the revenues generated from these measures and related expenditures; and
WHEREAS, the City Council hereby establishes a "Citizen Oversight Committee" that would reframe the existing Measure K-14 Oversight Committee into a broader committee that would provide oversight _into Measure K-14, Measure X-06, and other approved revenue measures; and
WHEREAS, the Citizen Ove.rsight Committee would be a three-member body comprised of the three members from the community who are currently members of the Measure K-14 Oversight Committee with committee vacancies to be filled by the City's process in filling vacancies on advisory commissions; and
WHEREAS, staff would work with the Committee to set up the initial meeting in fall 2019 to review a draft annual report of the revenue measures before the Council is asked to adopt this report by the end of calendar year 2019 with a similar schedule anticipated in subsequent years; and
Resolution No. 19-44 Page 2
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Grover Beach does hereby establish a Citizen Oversight Committee for City revenues measures.

On motion by Council Member Bright, second by Council Member Lance, and on the following roll call vote, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

Council Members: - Bright, Lance, Nicolls, Mayor Pro Tern Shah, and Mayor Lee
Council Members: - None
CouncilMembera:-None
Council Members: - None
the foregoing Resolution was PASSED, APPROVED, AND ADOPTED at the Regular Meeting of the City Council of the City of Grover Beach, California, this 1,9th day of August 2019. ,. ~
, WENDL,SIMS, ~ITY :-CLERK
. - -,
RESOLUTION NO. 20-47

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GROVER BEACH, CALIFORNIA, INCORPORATING CITIZEN OVERSIGHT OF MEASURE F-20 TO THE EXISTING "CITIZEN OVERSIGHT COMMITTEE FOR CITY REVENUE MEASURES" AND EXPANDING THE COMMITTEE COMPOSITION TO FIVE

POSITIONS
WHEREAS, in 2006, Grover Beach voters approved Measure X-06 which established a new 0.5% Transaction and Use Tax as a general revenue to fund City services and projects as determined by the City Council; and
WHEREAS, Section 15013 of Ordinance No. 06-12, currently numbered as 101513 in the Grover Beach Municipal Code, calls for preparation and public availability of an annual report to summarize expenditures from revenue generated from the Transactions and Use Tax while Section 15014, currently numbered as 101514, calls for appointment of a citizen committee to review this annual report and prepare a report on these expenditures to the City Council; and WHEREAS, in 2014, Grover Beach voters approved Measure K-14 which authorized issuance of up to $48 million in general obligation bond funding to repair local streets and roads and Section 10(c) of Ordinance No. 14-05 called for establishment of a Citizen Oversight Committee composed of three voters charged with an annual review of all bond proceeds and expenditure and an annual report to the City Council; and WHEREAS, the City Council in 2019 affirmed the importance of providing a citizen oversight role for approved revenue measures and established a broader "Citizen Oversight Committee for City Revenue Measures" that would provide oversight into Measure K14, Measure X-06, and other approved revenue measures; and WHEREAS, this broader Citizen Oversight Committee was kept at a three-member body comprised of the three members from the community who were currently members of the Measure K-14 Oversight Committee with committee vacancies to be filled by the City's process in filling vacancies on advisory commissions; and
WHEREAS, the City Council placed Measure F-20 for the 2020 ballot to add a 1 % Transactions and Use Tax to address community needs in addition to the previously approved

0.5% Transactions and Use Tax in Measure X-06; and
WHEREAS, the City Council provided policy direction to incorporate oversight of this measure if passed to the existing Citizen Oversight Committee and to expand the composition of the committee from three positions to five positions; and WHEREAS, Measure F-20 was approved by Grover Beach voters on November 3, 2020 with its related ordinance adopted by the Council on December 7, 2020; and NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Grover Beach does hereby incorporate the citizen oversight of Measure F-20 to the Citizen Oversight Committee for City Revenues Measures and expand the committee composition from three positions to five positions ~nd fill the positions using the City's process in filling vacancies on advisory commissions; and
'
L
Resolution No. 20-47 Page2
On motion by Council Member Lance, seconded by Mayor Pro Tern Bright, and on the following roll-call vote, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

Council Members - Lance, Shah, Mayor Pro Tern Bright and Mayor Lee Council Members - None
Council Members - None
Council Members - None
the foregoing Resolution was PASSED, APPROVED, and ADOPTED at a Regular meeting of the City Council of the City of Grover Beach, California this 7th day of December 2020. ~A DEST: . . '•
{0~'.~~
WENDl"SIM~,CfTY GLERK .,,,. ... -.
. . - -- :

ORDINANCE NO. 25-__

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GROVER
BEACH, CALIFORNIA AMENDING SECTIONS 31.08 AND 31.23 OF
CHAPTER 31 (ORGANIZATIONS) OF TITLE III (ADMINISTRATION) OF

THE GROVER BEACH MUNICIPAL CODE PERTAINING TO

APPOINTMENTS AND VACANCIES FOR THE PLANNING

COMMISSION AND PARKS, RECREATION AND BEAUTIFICATION

COMMISSION
WHEREAS, Grover Beach Municipal Code Article III, Chapter 31, provides selection processes for the Planning Commission and the Parks, Recreation, and Beautification Commission, collectively the City’s “Advisory Bodies” and individually each a City “Advisory Body”; and
WHEREAS, the City Council desires to change the selection process by requiring the full Council to conduct interviews of applicants for vacant Advisory Body seats at a public meeting and select Advisory Body members by a majority vote; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Grover Beach as follows:

SECTION 1. Section 31.08 (“Appointment; Vacancies”) of Chapter 31 (“Organizations”) of Article II (“Administration”) of the Grover Beach Municipal Code is hereby amended to read in its entirety as follows:

Sec. 31.08. Appointment; Vacancies. When a term expires before a new appointment is made, the incumbent shall continue to serve on the Commission until reappointed or replaced. When a vacancy occurs for reasons other than term expiration, the City Council shall appoint a replacement to complete the unexpired portion of the term. However, if the unexpired term is for a period of less than one year, the City Council may appoint a member to serve both the unexpired term and an additional full four-year term. All appointments require a majority vote of the City Council following applicant interviews conducted at a regular or special City Council meeting.

SECTION 2. Section 31.23 (“Appointments”) of Chapter 31 (“Organizations”) of Article II (“Administration”) of the Grover Beach Municipal Code is hereby added to read as follows:

Sec. 31.23. Appointment; Vacancies. When a term expires before a new appointment is made, the incumbent shall continue to serve on the Commission until reappointed or replaced. When a vacancy occurs for reasons other than term expiration, the City Council shall appoint a replacement to complete the unexpired portion of the term. However, if the unexpired term is for a period of less than one year, the City Council may appoint a member to serve both the unexpired term and an additional full four-year term. All appointments require a majority vote of the City Council following applicant interviews conducted at a regular or special City Council meeting.

Attachment 2
SECTION 3. SEVERABILITY. If any part of this Ordinance is held invalid for any reason by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portion of this Ordinance, and the City Council hereby declares that it would have passed the remainder of the Ordinance if such invalid portion thereof had been deleted.

SECTION 4. EFFECTIVE DATE. This ordinance shall take effect and be in force thirty (30) days from and after its final passage.

SECTION 5. PUBLICATION. Within fifteen (15) days after passage, the City Clerk shall cause this ordinance to be published in a newspaper of general circulation.

INTRODUCED at a regular meeting of the City Council held September 8, 2025. PASSED, APPROVED, and ADOPTED by the City Council at a regular meeting held on September 22, 2025, on the following roll call vote, to wit:

AYES: Council Members –
NOES: Council Members –
ABSENT: Council Members –
ABSTAIN: Council Members –
APPROVED:
__________________________
Kassi Dee, Mayor
ATTEST:
____________________________________
Wendi Sims, City Clerk
APPROVED AS TO FORM:
_____________________________________
Robert Lomeli, City Attorney

CITY OF GROVER BEACH

CITY COUNCIL STAFF REPORT
Agenda Item No. 9
Placement: Business
Meeting Date: September 22, 2025
TO: Honorable Mayor and City Council
FROM: Matthew Bronson, City Manager
PREPARED BY: Kristin Eriksson, Assistant City Manager
SUBJECT: Draft City Council Handbook

RECOMMENDATION
Receive a draft City Council Handbook for policies and procedures related to City Council activities and provide input and direction to staff.

BACKGROUND
On March 3, 2025, the City Council adopted a set of governing norms during the public goal setting workshop. At the March 10th regular meeting, the Council directed staff to develop a handbook for the City Council and the City’s advisory bodies, integrating the adopted governing norms, as well as defining processes and procedures for each body.1 Following this direction, staff developed a draft City Council Handbook (Handbook) to convey information on procedures and operations for Council Members and the public. Such handbooks are best practices for cities and the City has not had such a document to date. In preparing a draft for the Council’s review, staff reviewed handbooks in other cities as well as the City’s existing policies and procedures.

The draft Handbook shown in Attachment 1 includes the following sections:
• Overview of the City Organization
• Council Duties
o District Elections
o Citywide Governance Policy
o Swearing in of New Members
o Appointment of Mayor Pro Tem
o Duties of Mayor and Mayor Pro Tem
o Council Member Duties
• Council Administration
o Compensation and Benefits
o City Manager’s Role
o Required Training
o Brown Act Requirements
1 The Council also directed staff to update the selection process for advisory bodies and to split the existing Citizen’s Oversight Committee into two separate oversight committees: one for oversight of sales tax measure revenues and one for oversight of Measure K-14 revenues. These changes were addressed in a separate item on the September 8, 2025 agenda and are incorporated into the draft Handbook.

Staff Report: Draft City Council Handbook Page 2
September 22, 2025
Multi-Year Goals
☐ Public Safety and Community Services ☐ Economic Development and Housing ☐ Community Infrastructure ☒ Financial and Organization Sustainability Council Priorities
☐ Water & Wastewater Infrastructure ☐ Community Engagement • Meeting Protocols
o Meeting timing
o Sequence of meetings
o Quorum Requirements
o Civility and Civil Discourse
o Agenda Order and Broadcasting
• Council Communications
• Advisory Bodies
Staff is seeking input and direction on any additions, deletions, or other changes the Council would like to see in the Handbook. Upon receiving such input and direction, staff will finalize the Handbook and adapt it for each of the City’s advisory bodies (the Planning Commission; Parks, Recreation and Beautification Commission; the Oversight Committee for Sales Tax Revenue Measures; and the Oversight Committee for Revenue Measure K-14) for final approval at the next Council meeting.

FISCAL IMPACT
There are no funding impacts to this staff report.

ALTERNATIVES
The Council has the following alternatives to consider:
1) Receive a report on the draft City Council Handbook and provide direction to staff on any desired changes or additions; or
2) Provide alternative direction to staff.

PUBLIC NOTIFICATION
The agenda was posted in accordance with the Brown Act.

ATTACHMENTS

1. Draft City Council Handbook
DRAFT

CITY OF GROVER BEACH

CITY COUNCIL HANDBOOK
Adopted by the City Council:

X, 2025
Resolution No._____
Attachment 1
1 TABLE OF CONTENTS

1. INTRODUCTION

1.1 Overview ..................................................................................................... 3

1.2 City Organization Chart ............................................................................... 3

1.3 Norms For Governing ................................................................................. 4

2. COUNCIL ORGANIZATION & DUTIES

2.1 City Council Districts ................................................................................... 4

2.2 Newly-Elected Members ............................................................................. 5

2.3 Appointment of Mayor Pro Tem .................................................................. 5

2.4 Meeting Duties of Mayor and Mayor Pro Tem ............................................. 5

2.5 Council Member(s) Duties/Actions............................................................... 6

2.6 Signing of City Documents .......................................................................... 6

2.7 Representation at Ceremonial Functions .................................................... 6

2.8 Issuance of Proclamations, Commendations, Special Recognition.............. 6

3. COUNCIL ADMINISTRATION

3.1 Monetary Compensation and Benefits ....................................................... 7

3.2 Travel and Expense Reimbursements ....................................................... 7

3.3 City Manager’s Role................................................................................... 7

3.4 Policies (Ethics; Sexual Harassment; Workplace Violence Prevention)...... 8

3.5 The Brown Act .......................................................................................... 8

4. CITY COUNCIL MEETING PROTOCOLS

4.1 City Council Meetings ................................................................................ 8

4.2 City Council Meeting Norms....................................................................... 8

4.3 Attendance / Quorum ................................................................................ 9

4.4 Best Practices of Civility and Civil Discourse ............................................. 9

4.5 Agendas and Agenda Order ......................................................................... 9

4.6 Televised and Web streamed Meeting Coverage ...................................... 10

4.7 Flag Display Policy .................................................................................... 10

5. COMMUNICATIONS

5.1 General Communication and City Council Mail Received ........................ 10

5.2 Written Correspondence .......................................................................... 11

5.3 Use of City Seal, City Logo....................................................................... 11

5.4 Media Relations ....................................................................................... 11 2 6. COMMISSIONS/COMMITTEES/BOARDS

6.1 City Commissions, Committees and Boards (Advisory Bodies) ............... 11

6.2 Appointment ............................................................................................ 12

6.3 Removal .................................................................................................. 12

6.4 Educational Resources ............................................................................ 13 3 CHAPTER 1 - INTRODUCTION

1.1 Overview
The City Council Handbook includes policies and procedures approved by the City Council regarding City Council activities. The objectives of the Manual are to:
a) Serve as a reference document for the City Council as a governing body for the City b) Provide comprehensive orientation information for a new City Council Member(s); and Commission Member(s)
c) Enable the City Council to effectively compile and maintain operational practices that are agreed upon.

1.2 City of Grover Beach Organizational Chart
4 1.3 City Council Governance Norms
The following governance norms were approved by the City Council in March 2025 and will be followed within the confines of applicable laws.

1.3.1 Maintain a citywide perspective, while being mindful of our districts and communicating with our constituents.

1.3.2 Work together as a body, modeling teamwork and civility for our community.

1.3.3 Disagree agreeably and professionally.

1.3.4 Listen to one another. Communicate with each other. Seek to understand

1.3.5 Assume good intent.

1.3.6 Demonstrate respect, consideration and courtesy to others.

1.3.7 Share information and avoid surprises.

1.3.8 Keep confidential things confidential.

1.3.9 Respect the Council/Manager form of government and the roles of each party.

1.3.10 Communicate concerns about staff to the City Manager, do not criticize staff in public.

CHAPTER 2 – COUNCIL ORGANIZATION AND DUTIES

2.1 City Council Districts
On March 28, 2022, the City Council adopted Ordinance Number 22-02 which changed the City’s “at large” election system to a “district-based” system in which each Council Member seat is elected by the voters in the district in which the candidate resides. The officed of Mayor remains directly elected “at-large” for a two-year term. The office of Council Member is a four-year term, with terms expiring at staggered intervals. General Municipal Elections are held on the first Tuesday in November of even-numbered years.

The districts are shown in the map on the following page with elections in Districts 1 and 2 held in 2022 and in Districts 3 and 4 in 2024.

The City Council wishes to remain united in its service to the community and will govern on a citywide basis, considering the needs and interests of the entire community.

Professional management of the City is a Council-Manager form of government under the policy leadership of the City Council as a governing body. City resources will be allocated to address priorities and needs on a citywide basis with a budget adopted by the City Council as a governing body. On March 28, 2022, the City Council adopted a Citywide Governance Resolution to reiterate the intent on citywide governance. 5 2.2 Newly-Elected Members
Newly-Elected Council Members are sworn into office generally at a regular meeting in December following the regular municipal election held in November. Immediately upon election before being sworn into office, newly-elected Council Members are subject to the provisions of the Brown Act.

2.3 Appointment of Mayor Pro Tem
At the first meeting in December, the Mayor selects any member of the City Council to serve for one year in the position of Mayor Pro Tem (pursuant to Resolution No. 08-18).

2.4 Meeting Duties of Mayor and Mayor Pro Tem

2.4.1 The Mayor shall preside at all meetings of the Council. If he/she is absent or unable to act the Mayor Pro Tem shall serve until the Mayor returns or is able to act. The Mayor does not possess any power to veto actions taken by the City Council.

2.4.2 The Mayor may make a second on any motion, and present and discuss any matter, as a member of the Council.

2.4.4 The Mayor Pro Tem shall perform the duties of the Mayor during the Mayor’s absence or disability.
6 2.5 Council Member(s) Duties/Actions

2.5.1 City Council meetings are regularly held on the second and fourth Monday of every month, unless otherwise determined by the Council. Council Members shall make a good faith effort to attend all such meetings unless they are unable to. Council Members will notify the City Manager or City Clerk if they will be absent from a meeting. Council Members may attend meetings remotely in compliance with all applicable Brown Act or other legal requirements.

2.5.2 City Council Members shall support a positive and constructive environment for residents, businesses and City employees in deliberating and deciding on City issues heard by the Council.

2.5.3 Action by the City Council shall be taken by means of ordinance, resolution, or oral motion duly made and passed by the majority of the Council unless otherwise provided in State law.

2.5.4 Council Members shall serve both as representatives of the community and ambassadors for City government, engaging with the public and serving as a conduit for problem solving by referring issues and questions to staff through the City Manager.

2.5.5 Council Members will help any member of the community who contacts them, whenever possible.

2.5.6 Council Members will maintain their roles as policymakers and will defer to the City Manager in City operations. Council Members shall refrain from directing or publicly criticizing staff and should bring all concerns directly to the City Manager.

2.6 Signing of City Documents
The Mayor, shall sign all ordinances, resolutions, contract/agreements and other documents which have been adopted by the City Council and require an official signature, except when the City Manager or other designee has been authorized by Council action to sign such documents.

2.7 Representation at Ceremonial Functions and Role as City Spokesperson

2.7.1 The Mayor shall represent the Council at ceremonial functions. The Mayor may at his/her own discretion, ask the Mayor Pro Tem or another Council Member to represent the Council at a function. Voluntary attendance at ceremonial functions by Council Members is encouraged.

2.7.2 Council Members must abide by the rules of the Brown Act at all public functions, including ceremonial events.

2.7.3 The Mayor shall serve as the primary spokesperson for the City to community groups, external bodies, and media unless the Mayor delegates that role to the City Manager.

2.8 Issuance of Proclamations, Commendations, Special Recognitions

2.8.1 Proclamations may be approved by the Mayor and by consensus of the Council after requested by a Council Member at a City Council meeting. The Mayor will 7 sign the proclamation which may be presented at a City Council Meeting or at an outside event or meeting.

2.8.2 The Mayor may also issue Mayor’s Commendations to individuals or groups at the Mayor’s discretion.

CHAPTER 3 – COUNCIL ADMINISTRATION

3.1 Monetary Compensation and Benefits

3.1.1 The Mayor receives a stipend of $900 per month and Council Members each receive a stipend of $720 per month. Additional compensation is provided to those members who serve on specific boards, commissions, or committees as the City’s representative.

3.1.2 Council Members may also participate in the City Employee medical insurance policy. If the Mayor and Council Members elect to opt out of medical coverage, that individual will not receive the opt out amount.

3.1.3 Members of the City Council also serve as the Board of Directors for the Grover Beach Financing Authority, for which there is no additional monetary compensation.

3.2 Travel and Expense Reimbursements
Council Members shall be subject to the City’s Administrative Policy and Procedures for travel and expense reimbursement.

3.3 City Manager’s Role
The City Manager’s role oversees day-to-day services and operations of City government under the policy guidance of the City Council. This role includes, but is not limited to:
• Carrying out and enforcing all policies of the City Council and all adopted rules, regulations and ordinances.
• Keeping the City Council fully informed and advised of the financial, administrative, physical, and operational condition of the City and of its future needs in each area and make such recommendations and present such plans and programs concerning the affairs of the City.
• Preparing the City Council meeting agendas and attending all City Council meetings and taking part in discussions as appropriate. • Be active and visible in the community and be accessible to the public and community and regional stakeholders.
• Hiring, removing and disciplining City employees with direct supervisory role of select executive positions.
• Directing the administration and service delivery of City departments. • Preparing the City’s budget and financial reporting.
• Provide organizational leadership and productive workplace culture in accomplishing the City’s goals and priorities.
8 3.4 Policies (Ethics; Sexual Harassment and Workplace Violence Prevention)

3.4.1 Members of the Council are required by State law to complete ethics training within one year of assuming office and every two years thereafter

3.4.2 Members of the Council are required by State law to complete at least two hours of sexual harassment prevention training within the first six months of taking office and every two years thereafter.

3.4.3 Workplace Violence Prevention – The City Council is bound by and protected by the City’s Workplace Violence Prevention Plan.

3.5 The Brown Act
The Ralph M. Brown Act (the California open meeting law) is a law which provides that all meetings of a legislative body, whether meetings of the City Council or its appointed advisory bodies, shall be open and public and all persons shall be permitted to attend.

Notices of regular meetings must be made 72 hours prior to the meeting. Special meetings may be called by the Mayor or a majority of the City Council and must be noticed 24 hours prior to the time of the meeting. The Open & Public Guide to the Ralph M. Brown Act will be provided to all Council Members upon assuming office.

CHAPTER 4- CITY COUNCIL MEETING PROTOCOLS

4.1 City Council Meetings

4.1.1 The City Council shall meet in regular session on the second and fourth Monday of each month with exceptions during the summer months and winter holidays. If a regular meeting is on a City holiday, the meeting will be held on the following Tuesday.

4.1.2 Council business during the regular session shall be conducted from 6:00 p.m. to 11:00 p.m. only, unless extended by unanimous consent of the City Council Members present.

4.1.3 The City Council may adjourn any regular, or special meeting, to a time and place specified in the order of adjournment pursuant to the procedures set forth in the Brown Act.

4.1.4 The order of business for the City Council shall be arranged by the City Manager, except for matters set at a specific time by the Council. The Council by majority vote can move the order of agenda items during an agenda review at the beginning of the meeting.

4.2 City Council Meeting Norms

4.2.1 For most agenda items, the following sequence of steps will occur:
• Mayor will introduce the item and ask City staff for presentation. • Staff Presentation
• Questions from the City Council
9 • Public hearing or public comment (depending upon the nature of the item) • Follow up questions from the City Council, if any
• Motion or proposed direction to staff (see below for details regarding motions) • Discussion by City Council
• Vote on motion, or verbal expression of consensus

4.2.2 Certain hearings (such as appeals; utility rate increases) may require additional procedures, and the City Attorney will provide appropriate instructions to guide the City Council’s sequence of steps in those instances.

4.3 Attendance / Quorum
Council Members acknowledge that attendance is part of their official duty. If they will be absent from a meeting, they will need to notify the City Manager or City Clerk.

Three members of the City Council is a quorum and shall be sufficient to conduct business.

If less than three members of the Council appear at a regular meeting, the City Clerk, or his/her designee, shall adjourn the meeting to a stated day and hour or cancel the meeting due to lack of a quorum.

4.4 Best Practices of Civility and Civil Discourse
All seven cities in San Luis Obispo County along with the County of San Luis Obispo adopted a Regional Code of Civility in 2018. In 2020, the City revised the City Council Decorum Policy which is included at the end of the agenda for every Council meeting. The City Council shall promote the use of and adherence to the principles of civility in conducting business with appointed and elected officials, staff and citizens.

Grover Beach City CouncilSeptember 22, 2025

Grover Beach City Council
September 22, 2025