Agenda packet — Grover Beach City Council, February 26, 2024

AGENDA

GROVER BEACH CITY COUNCIL

GROVER BEACH CITY HALL - COUNCIL CHAMBER
154 SOUTH EIGHTH STREET

GROVER BEACH, CALIFORNIA
MONDAY, FEBRUARY 26, 2024, 6:00 PM
Next Resolution No .24-10
Next Ordinance No. 24-02

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 Daniel Rushing, Clint Weirick, Zach Zimmerman, Mayor Pro Tem Robert Robert, and Mayor Karen Bright

CLOSED SESSION ANNOUNCEMENTS
On Tuesday, February 13, 2024, the Council met in Closed Session concerning the following items:

A. Conference with Legal Counsel Regarding 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. Conference with Labor Negotiators Pursuant to Government Code Section 54957.6.

Agency designated representatives: Special Counsel Che Johnson, City Manager Matthew Bronson, Admin. Services Director Nick Szamet, Finance Manger Lorena Zarate, and Human Resource Officer Karla Mattocks.

Employee Organizations: Service Employees International Union, Local 620 (SEIU), Management and Confidential Group, Executive Management Group, and Grover Beach Police Management and Confidential Employees Group.

Closed Session Announcements: At 10:13 p.m., Mayor Bright reconvened the meeting in open session with all Council Members present, and announced there were no reportable actions taken during Closed Session.

Meetings can be viewed on Channel 20 and are live streamed on the City’s website via www.slospan.org. Members of the public who cannot attend the meeting in person may provide public comment during the meeting by calling (805) 321-6639 to provide public comment via phone (the phone line will open just prior to the start of the meeting at 6:00 PM) or written public comments can be submitted via email to [email protected] prior to the Council meeting. If submitting written comments in advance of the meeting, please note the agenda item.

Agenda: Grover Beach City Council Meeting Page 2
Monday, February 26, 2024

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 by motion adopt the agenda as presented or as revised.

CEREMONIAL CALENDAR

1. Proclamation for Administrative Services Director Deanne Purcell

PRESENTATIONS

PUBLIC COMMUNICATIONS
During this time, the Council will allow up to 15 minutes for Public Communication with additional communication, if necessary, allowed after the Regular Business Items. 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 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 January 1, through January 31, 2024 - Finance Manager Zarate
(Recommended Action: Approve the Treasurer’s Report as submitted.)

VOICE VOTE

3. Treasurer’s Report for the 2022 Streets Bond Account - $10,000,000 for the Period January 1, through January 31, 2024 – Finance Manager Zarate (Recommended Action: Approve the Treasurer’s Report as submitted.)

VOICE VOTE

4. Minutes of the City Council Meeting on Tuesday, February 13, 2024 – City Clerk Sims
(Recommended Action: Approve the minutes as submitted or revised.)

VOICE VOTE

PUBLIC HEARING

5. Conduct a Public Hearing and Second Reading, by title only, and Adopt Ordinance 24-02 to Amend Municipal Code Article IX (Development Code); and Adopt Revisions to the City’s Short-Term Rental Ordinance; and Adopt a Resolution to Approve a Local Coastal Program Amendment – Community Development Director Martin
(Recommended Action: 1) Conduct a public hearing and second reading, by title only, and adopt Ordinance No. 24-02 to amend Article IX (Development Code) of the Grover Beach Municipal Code; and Adopt Revisions to the City’s Short-Term Rental Ordinance; and 2) Adopt the Resolution approving a Local Coastal Program Amendment.)

ROLL CALL VOTE
Agenda: Grover Beach City Council Meeting Page 3
Monday, February 26, 2024

REGULAR BUSINESS

6. Award of Construction Contract for CIP 2287 West Grand Avenue Streetscape 4TH8TH Street – CIP Manager Wiggin (Recommended Action: Award a contract for construction of CIP Project 2287 West Grand Avenue Streetscape 4th-8th Street to Papich Construction Company, Inc. in the amount of $6,370.035.96 for the Base Bid; authorize the City Manager to sign and affirm change orders up to an aggregate of $630,000; and authorize the Mayor to execute the contract on behalf of the City.)

ROLL CALL VOTE

7. Sign Regulations Policy Direction – Community Development Director Martin and Senior Planner Bell
(Recommended Action: Receive an overview on the key elements and implementation of the City’s Sign Regulations and provide input and policy direction to staff on potential revisions.)

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 items not on the agenda.

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.

Air Pollution Control District (APCD) Karen Bright (Alt: Robert Robert) Central Coast Blue Regional Recycled Water Authority Karen Bright (Alt: Daniel Rushing) (CCBRRWA)
South SLO County Sanitation District (SSLOCSD) Karen Bright (Alt: Clint Weirick) Integrated Waste Management Authority (IWMA) Robert Robert (Alt: Daniel Rushing) Five Cities Fire Joint Powers Authority Daniel Rushing (Alt: Clint Weirick) SLO Council of Governments / SLO Regional Transit Authority Daniel Rushing (Alt: Karen Bright) (SLOCOG / SLORTA)
South County Transit Committee Daniel Rushing (Alt: Karen Bright) Zone Three Advisory Committee Daniel Rushing (Alt: Karen Bright) California Joint Powers Insurance Authority (CJPIA) Clint Weirick (Alt: Zach Zimmerman) Homeless Services Oversight Council (HSOC) Clint Weirick (Alt: Zach Zimmerman) SLO County Water Resources Advisory Committee (WRAC) Clint Weirick (Alt: Robert Robert) REACH Zach Zimmerman (Alt: Robert Robert)
South County Chambers of Commerce Zach Zimmerman (Alt: Daniel Rushing) Visit SLO CAL Advisory Committee Zach Zimmerman (Alt: Robert Robert) Agenda: Grover Beach City Council Meeting Page 4
Monday, February 26, 2024

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 Regarding Anticipated Litigation.

Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Government Code section 54956.9.

Two (2) Cases.

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 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 encourages 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 form 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.

Agenda Item No. 1
Proclamation for Administrative Services Director
Deanne Purcell
No Documentation for this Agenda Item –
Proclamation for Administrative Services Director Deanne Purcell (CC Mtg 2/26/2024)

RESOURCES DESCRIPTION
Balance from December 31, 2023 $ 2,539,945.57
Deposits 3,402,372.14
Check Number Date
Voided Checks 74977 12/28/23 16,403.00
74922 12/21/23 8,000.00
74910 12/21/23 87.00
From Street Bond Acct 66,714.68
Total Resources $ 6,033,522.39

EXPENSES

DESCRIPTION PERIOD ENDING CK DATE CHECK NUMBER AMOUNT
WR 01/04/24 74999-75067 171,612.81
PR Direct Deposit 01/07/24 01/07/24 5362089-5362163 179,157.79 WR 01/11/24 75068-75109 102,125.54
WR 01/18/24 75110-75150 344,689.61
PR Direct Deposit 01/21/24 01/25/24 5362164-5362233 167,929.55 WR 01/25/24 75151-75208 676,061.53
Electronic Transfers 483,753.02
Returned Checks,Chargebacks 2,753.68
Credit Card Payments Service Charge 3,506.93
Deposit Correction 117.00
Total Expenditures $ 2,131,707.46
Cash Balance as of January 31, 2024 $ 3,901,814.93
Respectfully,
Lorena Zarate
Finance Manager

CITY OF GROVER BEACH
Treasurer's Report for February 26, 2024 City Council Meeting January 1, 2024 to January 31, 2024
Agenda Item No. 2

ACCOUNTS PAYABLE
CHECK DATE 1/04/2024
Vendor Number
Payable#
City of Grover Beach, CA
Vendor Name
Payable Type
Payment Date Payment Type
Payable Date Payable Description
Bank Code: AP - Grover Beach-Mechanics Bank - Grover Beach 10447 AMAZON CAPITAL SERVICES 01/04/2024 Regular
Check Register
Packet: APPKT00217 - 1/4/24 - AP Check Run
By Check Number
Discount Amount Payment Amount Number
Discount Amount Payable Amount
0 132.9 74999
1DTV-M41L-QPVM Invoice 01/03/2024 1DTV-M41L-QPVM - GafferTape, canopene 0 132.9 10887 ANDREW VIGIL & NICOLE BURGESS 01/04/2024 Regular 0 79.26 75000 Account #20749 Invoice 01/02/2024 Refund of Closed Account 0 79.26 09472 ArchiveSocial 01/04/2024 Regular 0 2988 75001
281883 Invoice 12/28/2023 Social Media Subscription 0 2988 07447 ARROYO GRANDE CHEVROLET 01/04/2024 Regular 0 46.97 75002 17367 Invoice 01/02/2024 Unit 206, link 0 46.97
05420 AT&T 01/04/2024 Regular 0 2788.35 75003
000021019134 Invoice 01/03/2024 City Hall Telephones 11/25/23-12/24/23 0 2143.16 12L22L2023 Invoice 01/03/2024 City Hall & PD Fax & Modem-11/22/23-12/ 0 645.19 **Void** 01/04/2024 Regular 0 0 75004
10877 Black Dog Industries 01/04/2024 Regular 0 394.58 75005 897 Invoice 12/14/2023 BUNDLE BANDS AND CLIPPER TAGS FOR Pl 0 394.58 02531 Burdine Printing 01/04/2024 Regular 0 123.91 75006 48976 Invoice 01/03/2024 KM_EOY Plaques_ll-22-2023 0 123.91 00436 CARQUEST AUTO PARTS 01/04/2024 Regular 0 211.45 75007 7314-1409610 Invoice 01/02/2024 Unit 210, headlight 0 17.21 7314-1410585 Invoice 01/02/2024 Unit 205, brake pad and rotor 0 194.24 10883 CHARLES BATES 01/04/2024 Regular 0 47.89 75008
Account #2477 Invoice 01/02/2024 Refund of Closed Account 0 47.89 02175 CHARTER COMMUNICATIONS 01/04/2024 Regular 0 746.71 75009 170584601122123 Invoice 01/03/2024 City Facilities-Internet Charges 11/21/23-1 0 746.71 00262 CITY OF GROVER BEACH WATER DE 01/04/2024 Regular 0 9570.7 75010 12m2023 Invoice 01/03/2024 City Water Accounts 10/1/23-12/1/23 0 9570.7 00901 CITY OF PISMO BEACH 01/04/2024 Regular 0 51667 75011 01012024 Invoice 01/02/2024 Dispatch Services for Decem ber 2023 0 51667 10309 Coastal 0cc Med Grp DBA AKESO O 01/04/2024 Regular 0 2145 75012 520816 Invoice 01/03/2024 KM_New Hire Medical Test_l2-11-23 0 955 520843 Invoice 01/03/2024 KM_New Hire Med Tests_l2-12-2023 0 1190 00190 COLD CANYON LANDFILL INC. 01/04/2024 Regular 0 701.25 75013 02-01236388 Invoice 12/05/2023 CORP YARD CLEAN UP 0 156.25 02-01236708 Invoice 12/06/2023 CORD YARD MAINTENANCE 0 63 02-01237085 Invoice 12/08/2023 SOUTH 4TH ITEMS PICKED UP 0 212.25 02-01237087 Invoice 12/08/2023 CORP YARD MAINTENANCE 0 45 02-01238266 Invoice 12/14/2023 CORP YARD MAINTENANCE 0 45 02-01238375 Invoice 12/15/2023 HOMELESS TRASH BAGS EL CAMINO 0 45 02-01239311 Invoice 12/21/2023 EL CAMINO GREEN WASTE 0 46.25 02-01240335 Invoice 12/29/2023 EL CAMINO GARBAGE TO BE BURIED AND I 0 88.5 03367 DATAPROSE LLC 01/04/2024 Regular 0 2264.75 75014
DP2305358 Invoice 01/03/2024 Dec 23 Bill Period - Utility Billing statement 0 2264.75 07495 DE LAGE LANDEN 01/04/2024 Regular 0 110.47 75015
1/4/2024 11:56:30 AM Page 1 of 5
Check Register Packet: APPKT00217-1/4/24 - AP Check Run Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable# Payable Type Payable Date Payable Description Discount Amount Payable Amount 81630912 Invoice 01/02/2024 Laserfich lease 12/15/23 to 1/14/24 0 110.47 10893 EMILY BRISTOL & GABRIEL CARO 01/04/2024 Regular 0 226.34 75016 Account #21291 Invoice 01/02/2024 Refund of Closed Account 0 226.34 07522 Express Printing 01/04/2024 Regular 0 1015.1 75017 72531 Invoice 01/02/2024 NTA Citations - qty 2500 0 1015.1 10898 FABIOLA PEREZ 01/04/2024 Regular 0 128.63 75018
Account #20893 Invoice 01/02/2024 Refund of Closed Account 0 128.63 00872 FARM SUPPLY COMPANY 01/04/2024 Regular 0 175.6 75019 105306 Invoice 12/20/2022 PVC BOOT BLACK SIZE 9 PLAIN TOW 0 29.08 105440 Invoice 12/28/2023 HUNTER I40-04-SS LOC #109 0 146.52 08920 Hacienda Gardening 01/04/2024 Regular 0 150 75020 HG84043 Invoice 12/31/2023 GOPHER TREATMENT DEC 2023 HERO, ME 0 150 07567 Hale, David P - Law Offices of David 01/04/2024 Regular 0 15151.5 75021 11358 Invoice 01/03/2024 Dec 2023 Attorney Fees 0 15151.5 02619 J.B. DEWAR INC. 01/04/2024 Regular 0 3602.71 75022 285929 Invoice 01/02/2024 Gas Stmt, 12-16-23 to 12-31-23 0 2557.72 285930 Invoice 01/03/2024 Gasoline charges for PW vehicles 0 1044.99 01539 JAY SWIFT 01/04/2024 Regular 0 500 75023
Jan 2024 Invoice 01/03/2024 Jan 2024 - Medical Reimbursement per ret 0 500 10897 JOE BRANCO 01/04/2024 Regular 0 10.28 75024
Account #2703 Invoice 01/02/2024 Refund of Closed Account 0 10.28 10886 JOHN MICHAEL ELBRACHT 01/04/2024 Regular 0 46.54 75025 Account #17500 Invoice 01/02/2024 Refund of Closed Account 0 46.54 10114 Joshua Ruiz 01/04/2024 Regular 0 18 75026
01022024 Invoice 01/02/2024 lunch per diem for Veteran Mental Hlth on 0 18 10896 JUSTIN VITITOE & MICHELLE LAFAY 01/04/2024 Regular 0 403.45 75027 Account #20590 Invoice 01/02/2024 Refund of Closed Account 0 403.45 01935 KELLY J COOK 01/04/2024 Regular 0 18 75028
01022024 Invoice 01/02/2024 lunch per diem for Veteran Mental Hlth 1, 0 18 10889 KEN NEDY & NATHAN MCDUFF 01/04/2024 Regular 0 160.28 75029 Account #20923 Invoice 01/02/2024 Refund of Closed Account 0 160.28 10347 KIMBALL MIDWEST 01/04/2024 Regular 0 160.06 75030 101743848 Invoice 12/19/2023 CLEANER 0 91.28
101744571 Invoice 12/19/2023 CABLE TIES 0 68.78
10881 LA STRADA HOMEOWNERS ASSN 01/04/2024 Regular 0 33.65 75031 Account #334 Invoice 01/02/2024 Refund of Closed Account 0 33.65 10879 Maegan Piccolo 01/04/2024 Regular 0 87 75032
2000810.002 Invoice 01/03/2024 2000810.002 16th 12.16.23 SecDepRfd 0 87 01277 Med-Stops Medical Clinic, Inc 01/04/2024 Regular 0 981 75033 25067 Invoice 01/03/2024 KM_New Hire Medical Tests 12-11-2023 0 981 - 10882 Mid-Coast Fire Protection, Inc. 01/04/2024 Regular 0 496.55 75034 12470158 Invoice 12/26/2023 COMMUNITY CENTER LOC #104 FIRE MAI~ 0 254.52 12470175 Invoice 12/27/2023 RAMONA GARDEN PARK FIRE MAINTENAN 0 242.03 00329 MISSION LINEN SUPPLY SAP #1100: 01/04/2024 Regular 0 220.45 75035 1838382114 Invoice 01/03/2024 1838382114- Mat & Mop service GBCC 0 220.45 09478 Molly E Thurmond 01/04/2024 Regular 0 1080 75036
1/ 4/ 2024 11: 56: 30 AM Page 2 of 5
Check Register Packet: APPKT00217-1/4/24 - AP Check Run Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable# Payable Type Payable Date Payable Description Discount Amount Payable Amount 143 Invoice 01/02/2024 Dec 2023--General Legal Services 0 1080 06694 NELIDA ACEVES 01/04/2024 Regular 0 18 75037
01022024 Invoice 01/02/2024 lunch per diem for Veteran Mental Hlth Trr 0 18 03680 New Times 01/04/2024 Regular 0 722 75038
360793 Invoice 12/28/2023 Nacimiento Repair Project Newspaper Ad 0 255 361031 Invoice 12/28/2023 Nacimiento Repair Project NewspaperAd 0 255 361503 Invoice 12/28/2023 Utility Rate Newspaper Ad 0 106 361762 Invoice 12/28/2023 Com Dev PC-Newspaper Ad 0 106 10899 PABLO ANTONIO GARCIA 01/04/2024 Regular 0 109.46 75039 Account #21211 Invoice 01/02/2024 Refund of Closed Account 0 109.46 00344 PACIFIC GAS AND ELECTRIC 01/04/2024 Regular 0 23120.76 75040 1074697152-1-24 Invoice 01/03/2024 Electric-ll/20/23-12/19/23 0 23120.76 09578 Peak WiFi.com 01/04/2024 Regu lar 0 2909.95 75041 13690.734662 Invoice 01/02/2024 Grover to Pismo Bluelink December 2023 0 595 14202.734791 Invoice 01/02/2024 Cannabis Video Wall December 2023 0 295 2024-01-15462 Invoice 01/01/2024 INTERNET SERVICE FOR 01/2024 16TH ST F 0 69.95 9433.734038 Invoice 01/02/2024 Network Services for December 2023 0 1950 00364 PORTABLE JOHNS INC. 01/04/2024 Regular 0 108.12 75042 255678 Invoice 12/16/2023 RENTAL 1150 FARROLL RD 0 108.12 00368 Principal Life Insurance Company 01/04/2024 Regular 0 9428.59 75043 Dec 2023 Invoice 01/02/2024 Dec 2023 - Employee dental/vision premiu 0 4674.46 Jan 2024 Invoice 01/02/2024 Jan 2024 - Employee dental/vision premiur 0 4754.13 10863 Probolsky Resea rch LLC 01/04/2024 Regular 0 18100 75044 08-3675 Invoice 12/28/2023 City Research 0 18100
07892 RAMIREZ-GUTIERREZ FELIX 01/04/2024 Regular 0 2266.68 75045 01022024 Invoice 01/02/2024 per diem Adv TC Invest Trn 1/22/24, San D 0 2266.68 10895 RUSSELL & JUNE MARTIN 01/04/2024 Regular 0 47.89 75046 Account #21749 Invoice 01/02/2024 Refund of Closed Account 0 47.89 00412 SAN LUIS OBISPO COUNTY SHERIFF 01/04/2024 Regular 0 54 75047 cl-092023-02 Invoice 01/02/2024 drug screen, case 23-1053 0 54 09448 Sims, Wendi 01/04/2024 Regular 0 29.42 75048
INV0000354 Invoice 01/03/2024 WS_City Clerk New Law Conference_l2-14 0 29.42 08324 Siteone Landsca pe Supply, LLC 01/04/2024 Regular 0 29.16 75049 137350624-001 Invoice 12/28/2023 LOC #109, MACHINED NIPPLE, PVC 0 29.16 00425 SM TIRE INC. 01/04/2024 Regular 0 494.2 75050
526153 Invoice 12/21/2023 TIRES FOR TRUCK 0 494.2
07454 South County Chambers of Com me 01/04/2024 Regular 0 1050 75051 15568 Invoice 12/28/2023 SCCC_lnv 15568 - 10-26-2023 0 1050 09399 SpeakWrite Billing Department 01/04/2024 Regular 0 62.8 75052 635d2baa Invoice 01/02/2024 dictation services December 2023 0 62.8 00443 STREATOR PIPE & SUPPLY 01/04/2024 Regular 0 293.46 75053 51713112.001 Invoice 10/23/2023 GROVER HEIGHTS PARK LOC #111 METERII 0 293.46 10892 TAMARA HAY 01/04/2024 Regular 0 106.46 75054
Account#21273 Invoice 01/02/2024 Refund of Closed Account 0 106.46 00432 TCA Tools Inc 01/04/2024 Regular 0 73.95 75055
122023123963 Invoice 12/20/2023 TOOLS FOR REPAIRING ELECTRICAL SHOP 0 73.95 1/ 4/ 2024 11:56:30 AM Page 3 of s
Check Register Packet: APPKT00217-1/4/24 - AP Check Run Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable# Payable Type Payable Date Payable Description Discount Amount Payable Amount 03189 TEMPLETON UNIFORMS 01/04/2024 Regular 0 2908.57 75056 4202 Invoice 01/02/2024 Smiley - Uniforms, etc 0 1508.31 4203 Invoice 01/02/2024 Castillo - Uniforms, etc 0 1465.7 4217 Credit Memo 01/02/2024 CREDIT - return radio holder Castillo 0 -65.44 10884 THE LOYD IRREVOCABLE TRUST 01/04/2024 Regular 0 641.02 75057 Account #3237 Invoice 01/02/2024 Refund of Closed Account 0 641.02 09866 Tripepi, Smith & Associates, Inc. 01/04/2024 Regular 0 6502.21 75058 11398 Invoice 12/28/2023 Retainer 0 6502.21
00461 U.S. POSTAL SERVICE POSTMASTER 01/04/2024 Regular 0 354 75059 2024 Invoice 01/03/2024 2024-Post office box fee 0 354
04191 ULTREX 01/04/2024 Regular 0 476.88 75060
3956186 Invoice 01/03/2024 Sharp/MX-507111/13/23-12/12/23 0 476.88 06596 UNIVAR USA INC 01/04/2024 Regular 0 860.54 75061
51737116 Invoice 12/27/2023 SOD HYPO 12.4% LIQUICHLOR 0 860.54 10890 Verdin Marketing Ink, Co. 01/04/2024 Regular 0 915 75062 11582 Invoice 01/03/2024 City Research_ll-30-2023 0 915 06044 VERIZON WIRELESS 01/04/2024 Regular 0 498.76 75063 9951916315 Invoice 11/17/2023 VERIZON PHONE NOV 17 TO DEC 16 2023 0 498.76 09981 Vital Records Holdings, LLC 01/04/2024 Regular 0 174.15 75064 3933137SBP1 Invoice 01/03/2024 3933137SBP1-Document Storage 0 174.15 10891 WAYNE BUCKNER 01/04/2024 Regular 0 208.11 75065
Account #21210 Invoice 01/02/2024 Refund of Closed Account 0 208.11 10885 YNOCENTE GARCIA 01/04/2024 Regular 0 104.51 75066 Accoutn#16826 Invoice 01/02/2024 Refund of Closed Account 0 104.51 00480 ZEE MEDICAL SERVICE COMPANY# 01/04/2024 Regular 0 259.83 75067 34-171249 Invoice 01/03/2024 34-171249 - 993 Ramona 0 83.39 34-173752 Invoice 12/28/2023 Medical Supplies 0 176.44
Bank Code AP - Grover Beach Summary
Payable Payment
Payment Type Count Count Discount Payment
Regular Checks 92 68 0.00 171,612.81
Manual Checks 0 0 0.00 0.00
Voided Checks 0 1 0.00 0.00
Bank Drafts 0 0 0.00 0.00
EFT's 0 0 0.00 0.00
92 69 0.00 171,612.81
1/ 4/ 2024 11:56:30 AM Page 4 of 5
I •
i
' I

ACCOUNTS PAYABLE
CHECK DATE 1/11/2024
Vendor Number
Payable#
City of Grover Beach, CA
Vendor Name
Payable Type
Payment Date Payment Type
Payable Date Payable Description
Bank Code: AP • Grover Beach-Mechanics Bank - Grover Beach 05138 A M Peche & Associates LLC 01/11/2024 Regular
12/27/23 Invoice 01/11/2024 Arbitrage Rebate for GO Bonds 12/27/23-2 Invoice 01/11/2024 Consulting Services
12/27/23-3 Invoice 01/11/2024 Consulting Services
12/27/23-4 Invoice 01/11/2024 Services Rendered for filing CA Debt and In 06199 ABALONE COAST ANALYTICAL INC 01/11/2024 Regular
Check Register
Packet: APPKT00241 - AP Check Run 1-11-24
By Check Number
Discount Amount Payment Amount Number
Discount Amount Payable Amount
0 6973.46 75068
0 270
0 3001.78
0 3301.68
0 400
0 2473 75069
23-5998 Invoice 12/06/2023 HETEROTROPHIC PLATE COUNT, COLIFOR~ 0 304 23-5999 Invoice 12/06/2023 HETEROTROPHIC PLATE COUNT, COLIFORI 0 76 23-6061 Invoice 12/05/2023 COLIFORM P/A, NITRATE, ELAP FEE 0 275 23-6062 Invoice 12/05/2023 pH, PHOSPHATE, ALKALINITY, ELAP FEE 0 731 23-6063 Invoice 12/05/2023 COLIFORM PA, NITRATE, pH, PHOSPHATE, 0 262 23-6235 Invoice 12/12/2023 COLIFORM P/A, NITRATE, ELAP FEE 0 275 23-6351 Invoice 12/22/2023 COLIFORM P/A, NITRATE, ELAP FEE 0 275 23-6491 Invoice 12/27/2023 COLIFORM P/A, NITRATE, ELAP FEE 0 275 10447 AMAZON CAPITAL SERVICES 01/11/2024 Regular 0 327.27 75070 11M9-DH43-WFM'. Invoice 12/03/2023 DESK RISER AND FLOOR MAT WENDY MOF 0 185.91 1CW9-F3CQ-33T4 Invoice 11/08/2023 DESK RISER STEVE KAHN 0 141.36 08918 Applied Technology Group, Inc. 01/11/2024 Regular 0 411.39 75071 inv0000028221 Invoice 01/09/2024 Unit 4, Unit 215 - radio repairs 0 350 inv0000028275 Invoice 01/09/2024 microphone repair 0 61.39 07447 ARROYO GRANDE CHEVROLET 01/11/2024 Regular 0 140.9 75072 17368 Invoice 01/09/2024 Unit 202, link 0 140.9
04937 BRITANI WONDER 01/11/ 2024 Regular 0 87 75073
2000808.002 Invoice 12/20/2023 2000808.002.R3022.Wonder.refund 0 87 10040 Bryan Millard 01/11/2024 Regular 0 356 75074
01082024 Invoice 01/09/2024 per diem for Liebert Cassidy Whitmore Cor 0 184 01102024 Invoice 01/10/2024 per diem UAS Training 1/29/24 Fountain V 0 172 10062 COLLEGE OF THE SEQUOIAS-PU BLIC 01/11/2024 Regular 0 164 75075 01082024 Invoice 01/09/2024 Registration fee-Kameron Day - 832 PC Lav 0 164 07495 DE LAGE LANDEN 01/11/2024 Regular 0 315.93 75076
81778816 Invoice 01/09/2024 Copier lease 1/1/24 to 1/31/24 Records 0 315.93 07495 DE LAGE LANDEN 01/11/2024 Regular 0 64.58 75077
81778960 Invoice 01/09/2024 Copier lease 1/1/24 to 1/31/24 Can nabis 0 64.58 07495 DE LAGE LANDEN 01/11/2024 Regular 0 244.23 75078
81729501 Invoice 01/09/2024 81729501 - Lease Sharp MX-5071- Jan 202 0 244.23 04455 DRIVE CUSTOMS 01/11/2024 Regular 0 3878.83 75079
7857 Invoice 01/09/2024 install new computers, telescoping pole 0 3878.83 06263 FIVE CITIES YOUTH FOOTBALL LEAC: 01/11/2024 Regular 0 268 75080 2000794.002 Invoice 01/10/2024 2000794.002 11/20/23 GBCC secrfd 0 268 08104 FRANCHISE TAX BOARD 01/11/2024 Regular 0 75 75081 INV0000391 Invoice 01/11/2024 Franchise Tax Board Garnishmenet 0 75 00361 GRAND AWARDS 01/11/2024 Regular 0 12.93 75082
33114 Invoice 01/09/2024 CST Gonzalez name plate 2x8 0 12.93 1/11/2024 10:08:18 AM
Check Register Packet: APPKT00241-AP Check Run 1-11-24
Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable# Payable Type Payable Date Payable Description Discount Amount Payable Amount 00762 GROVER BEACH POLICE OFFICERS t 01/11/ 2024 Regular 0 1045 75083 INV0000392 Invoice 01/11/2024 Grover Beach POA Dues Check Date 1-12-2 0 1045 08219 INTERNATIONAL ASSOC OF CHIEFS 01/11/ 2024 Regu lar 0 190 75084 0326594 Invoice 01/10/2024 John Peters Dues 1/1/24 through 12/31/2L 0 190 10835 Kameron Day 01/11/2024 Regular 0 1647.62 75085
01082024 Invoice 01/09/2024 lodging, per diem, mileage, parking, 832 PC 0 1647.62 10904 KEVIN KIMMEY 01/11/2024 Regular 0 59.83 75086
Account #20788 Invoice 01/10/2024 Closed Account Refund Balance 0 59.83 04932 LexisNexis Risk Data Management, 01/11/ 2024 Regular 0 891.37 75087 1716617-2023123'. Invoice 01/09/2024 Cannabis AVCC Subscription 12/1/23 to 12 0 891.37 10880
4400
00328
06694
010824
00344
12/27/23
04151
01082024
07353
1/1 1/2024 10: 08: 18 AM
Check Register
Vendor Number
Payable#
112023203
08797
i240103678
10290
963982
00425
526264
04326
INV0000389
04326
INV0000390
03623
LW-1045098
10901
90599
90805
10187
INV0000393
05101
0100QB4RF
McNary Door & Window 01/11/2024 Regular 0 4093.52 75088 Invoice 01/09/2024 door installation - locker room, zen den 0 4093.52 MINERS HARDWARE 01/11/2024 Regular 0 795.99 75089
**Void ** 01/11/ 2024 Regular 0 0 75090
NELIDA ACEVES 01/11/2024 Regular 0 962.77 75091
Invoice 01/09/2024 lodging, per diem, mileage - SU #2 - 1/31/; 0 962.77 PACIFIC GAS AND ELECTRIC 01/11/2024 Regular 0 293.93 75092 Invoice 01/09/2024 12/27 /23-Electric Delivery charges-16th St 0 293.93 Peters, John 01/11/2024 Regular 0 184 75093
Invoice 01/09/2024 per diem for Liebert Cassidy Whitmore Cor 0 184 PHOENIX GROUP INFORMATION 5) 01/11/2024 Regular
Vendor Name
Payable Type
Invoice
RLH Construction
Invoice
Payment Date Payment Type
Payable Date Payable Description
01/09/2024 parking citation service Nov 2023
01/11/2024 Regular
01/09/2024 remodel at 45 Newport
SESAC RIGHTS MANAGEMENT INC 01/11/2024 Regular
Invoice 01/01/2024 963982 Music Licensing
SM TIRE INC. 01/11/2024 Regular
Invoice 01/09/2024 Unit 212, tire
STATE DISBURSEMENT UNIT 01/11/2024 Regular
Invoice 01/11/2024 Child Support Garnishment
STATE DISBURSEMENT UNIT 01/11/2024 Regular
Invoice 01/11/2024 Child Support Garnishment
SWRCB ACCOUNTING OFFICE ATTN 01/11/2024 Regular
0 1133.71 75094
Packet: APPKT00241-AP Check Run 1-11-24
Discount Amount Payment Amount Number
Discount Amount Payable Amount
0 1133.71
0 19909.12 75095
0 19909.12
0 581 75096
0 581
0 137.69 75097
0 137.69
0 132 75098
0 132
0 250 7S099
0 250
0 33556.74 75100
Invoice 12/20/2023 WATER SYSTEM ANNUAL FEES 07 /01/202':. 0 33556.74 Tyler Business Forms 01/11/2024 Regu lar 0 527.56 75101 Invoice 01/10/2024 90599- 1099 Forms and envelopes 0 323.96 Invoice 01/10/2024 90805 - 1099NEC Forms 0 203.6
UNITED STAFFING ASSOCIATES, LLC 01/11/2024 Regular 0 799.53 75102 Invoice 01/11/2024 Temporary Employment for ASD 0 799.53 US BANK CORPORATE PAYMENTS~ 01/11/2024 Regular 0 16969.87 75103 Invoice 01/09/2024 Employee credit ca rd purchases 0 16969.87 **Void ** 01/11/2024 Regular 0 0 75104
**Void** 01/11/2024 Regular 0 0 75105
**Void ** 01/11/2024 Regular 0 0 75106
10903
Account 1121243
06044
1/11/2024 10:08: 18 AM
Check Register
Vendor Number
Payable#
9952746126
9952746127
**Void** 01/11/2024 Regular
VANESSA ZENDEJAS & JOSEPH JUAI 01/11/2024 Regular
Invoice 01/10/2024 Closed Account Refund Balance

VERIZON WIRELESS
Vendor Name
Payable Type
Invoice
01/11/2024 Regular
Payment Date Payment Type
Payable Date Payable Description
01/09/2024 PD phone stmt 11/27 /23 to 12/26/23
0 0
0 81.96
0 75107

81.96 75108
0 2089.81 75109
Packet: APPKT00241-AP Check Run 1-11-24
Discount Amount Payment Amount Number
Discount Amount Payable Amount
0 2006.03
Invoice 01/09/2024 99S2746127-Verizon charges 11/27 / 23-12, 0 83.78 Bank Code AP · Grover Beach Summary
Payable Payment
Payment Type Count Count Discount Payment
Regular Checks 168 37 0.00 102,125.54
Manual Checks 0 0 0.00 0.00
Voided Checks 0 5 0.00 0.00
Bank Drafts 0 0 0.00 0.00
EFT's 0 0 0.00 0.00
168 42 0.00 102,125.54
' I
I ..

ACCOUNTS PAYABLE
• · CHECK DATE 1/18/2024
Check Register
City of Grover Beach, CA Packet: APPKT00265 - AP Check Run 1-18-24- BR Vendor Number Vendor Name Payment Date Payment Type
Payable# Payable Type Payable Date Payable Description
Bank Code: AP - Grover Beach-Mechanics Bank - Grover Beach 01401
5505032319
10447
lJYQ-XTDT-XVNV
05423
5020440177
5020444725
5020450211
5020455167
00343
1/7/2024
06259
05745
23-1012-02
01627
369100
416550
416560
420050
420060
421060
421070
10906
2000813.002
10775
1275
10019
INV0000394
10245
1138
10572
54707
8232248
8232249
F231121
1/ 18/ 2024 12:05:48 PM
Check Register
Vendor Number
Payable#
04562
704882
AIRGAS USA LLC 01/18/2024 Regular
Invoice 12/31/2023 RENT CYL LARGE ACETYLENE, ARGON, OXYC AMAZON CAPITAL SERVICES 01/18/ 2024 Regular
Invoice 01/17/2024 lJYQ-XTDT-XVNV - Office chair
ARAMARK UNIFORM SERVICES AUS 01/18/2024 Regular
Invoice 12/04/2023 UNIFORM SERVICES 12.04.23
Invoice 12/11/2023 UNIFORM SERVICES 12.11.23
Invoice 12/18/2023 UNIFORM SERVICES
Invoice 12/25/2023 UNIFORM SERVICES
AT&T 01/18/2024 Regular
Invoice 01/17/2024 1/7/2024 Monthly service charges
AUTO ZONE INC 01/18/2024 Regular
CALIFORNIA BUILDING STANDARDS 01/18/2024 Regular
Invoice 01/11/2024 Q4 GREEN BLDG FEE FOR PERIOD 10/1/23 l CALIFORNIA PEACE OFFICERS ASSOt 01/18/2024 Regular
Invoice 01/17/2024 Dept Membership Dues
Invoice 01/17/2024 Millard membership dues 2024
Invoice 01/17/2024 Millard LDP coverage 2024
Invoice 01/17/2024 Peters membership dues 2024
Invoice 01/17/2024 Peters LDP coverage 2024
Invoice 01/17/2024 Munro membership dues 2024
Invoice 01/17/2024 Munro LDP coverage 2024
Cassie Gonzales 01/18/2024 Regular
Invoice 01/17/2024 2000813.002 3043 GH Lower 1/6/24 Gonza CLAD Consulting, Inc 01/18/2024 Regular
Invoice 01/10/2024 GROVER BEACH INSPECTOR
Confidence Analytics CA LLC 01/18/ 2024 Regular
Invoice 01/12/2024 DEVELOPMENT APPLICATION REFUND EXCI
CONFLUENCE ENGINEERING SOLUT 01/18/2024 Regular
Invoice 01/08/2024 DDW COMPLIANCE SUPPORT 12/1/23 TO 1
CSG Consultants, Inc 01/18/2024 Regular
Invoice 01/12/2024 PROFESSIONAL SERVICES 11/25/23 TO 12/~ Invoice 01/02/2024 BUILDING PLAN REVIEWS
Invoice 01/02/2024 BUILDING PLAN REVIEW DA-23-00050
Invoice 01/02/2024 FIRE PLAN REVIEW SERVICES
Vendor Name Payment Date Payment Type
Payable Type Payable Date Payable Description
DEPT OF JUSTICE ACCOUNTING OFF 01/18/2024 Regular
Invoice 01/17/2024 Livescan December 2023
10716 Digital West 01/18/2024 Regular
132763401-001057 Invoice
132766501-001057 Invoice
01558 FRANK'S LOCK & KEY
01/17/2024 132763401-0010574 - Internet for 933 Ram
01/17/2024 132766501-0010574 - Internet for 1230 Trc
01/18/2024 Regular
By Check Number
Discount Amount Payment Amount Number
Discount Amount Payable Amount
0 159.84 75110
0 159.84
0 172.66 75111
0 172.66
0 992.12 75112
0 221.59
0 300.27
0 238.23
0 232.03
0 126.28 75113
0 126.28
0 782.22 75114
0 187.2 75115
0 187.2
0 2172 75116
0 750
0 150
0 324
0 150
0 324
0 150
0 324
0 87 75117
0 87
0 625 75118
0 625
0 4858.32 75119
0 4858.32
0 7639.2 75120
0 7639.2
0 24401.17 75121
0 2170
0 20494.92
0 891.25
0 845

Page 1 of 4 ends

Packet: APPKT00265-AP Check Run 1-18-24- BR
Discount Amount Payment Amount Number
Discount Amount Payable Amount
0 738 75122
0 738
0 338.2 75123
0 173.2
0 165
0 357.62 75124
54579
Q0111242
00249
19737
08785
0672.010-4
672.010-3-2
02619
288696
02946
Bl14696
00326
371989
00334
74245
00482
69348
00344
1/16/24
05539
50096028 Vl
02443
1024537222
01389
219803
04415
00873
638
09654
03L0900006669
1/ 18/ 2024 12:05 :48 PM
Check Register
Vendor Number
Payable#
Dec 2023
08797
1240116679
06953
86124
86125
10909
23-1432
00726
43730
00435
23-1012-03
00148
23-1012-01
10271
Invoice 01/09/2024 UNLOCK DOOR, NEW DEADBOLT, LABOR, SI Invoice 01/11/2024 INSTALL LOCK ON CESAR'S TRUCK
GARING TAYLOR & ASSOCIATES IN 01/18/2024 Regular
Invoice 12/31/2023 NCMA TG MEETINGS AND MEETING W/GAI
GSI Water Solutions, Inc 01/18/2024 Regular
Invoice 01/10/2024 SERVICES FROM 12/1/23 TO 12/31/23
Invoice 12/13/2023 SERVICES FROM 11/1/23 TO 11/31/23
J.B. DEWAR INC. 01/18/2024 Regular
Invoice 01/17/2024 Gas Stmt 1/1/24 to 1/15/24
JAS PACIFIC 01/18/2024 Regular
Invoice 01/05/2024 BUILDING INSPECTOR 12/1/23 TO 12/15/2, MIER BROS LANDSCAPE PRODUCTS 01/18/2024 Regular
Invoice 12/15/2023 14TH/MENTONE FILL SAND
Mullahey Ford 01/18/2024 Regular
Invoice 12/29/2023 TRUCK REPAIR #228
NOWDOCS 01/18/2024 Regular
Invoice 01/17/2024 W2 Paper 4up bland and envelopes
PACIFIC GAS AND ELECTRIC 01/18/2024 Regular
Invoice 01/17/2024 1/16/24 - PW Electric Charges
PG&E CFM/PPC DEPARTMENT 01/18/2024 Regular
Invoice 01/17/2024 NEW STREETLIGHT FOR NW CORNER W GR,
PITNEY BOWES INC. 01/18/2024 Regular
Invoice 01/17/2024 1024537222 - Billing Period 9/30/23 - 12/3( PJ Printers 01/18/2024 Regular
Invoice 01/17/2024 219803 - Window envelopes
PROCARE JANITORIAL SUPPLY 01/18/2024 Regular
R. BAKER INC.

Invoice
Ready Refresh by Nestle
Invoice
Vendor Name
Payable Type
Invoice
RLH Construction
Invoice
01/18/2024 Regular
12/08/2023 S 16TH ST & TROUVILLE AVE EMERGENCY 1
01/18/2024 Regular
01/03/2024 WATER 12/1/23 TO 12/31/23
Payment Date Payment Type
Payable Date Payable Description
01/17/2024 03L0900025271
01/18/2024 Regular
01/17/2024 Electric, plumbing, labors 45 Newport
SENTINEL SECURITY SOLUTIONS, ln1 01/18/2024 Regular
Invoice 01/12/2024 COMMUNITY CENTER LC #104 FIRE ALARM
Invoice 01/12/2024 COMMUNITY CENTER LOC #104 ALARM MC
Silver Eagle Investments 01/18/2024 Regular
Invoice 01/17/2024 2 car washes
SLOCO DATA INC.

Invoice
01/18/2024 Regular
01/17/2024 43730 - BTC Renewals
SOUTH SAN LUIS OBISPO co. SANIT 01/18/2024 Regular
Invoice 01/11/2024 Q4 FACILITY FEES FOR PERIOD 10/1/23 TO :

STATE OF CALIFORNIA DEPT OF cor 01/18/2024 Regular
Invoice 01/11/2024 Q4 SMIP FEES FOR THE PERIOD 10/1/23 TO The Flag Factory 01/18/2024 Regular
0 277.36
0 80.26
0 324 75125
0 324
0 9766.16 75126
0 4517.2
0 5248.96
0 2839.89 75127
0 2839.89
0 6175 75128
0 6175
0 393.29 75129
0 393.29
0 2734.55 75130
0 2734.55
0 43.51 75131
0 43.51
0 242.31 75132
0 242.31
0 34126.39 75133
0 34126.39
0 172.91 75134
0 172.91
0 629.89 75135
0 629.89
0 1318.25 75136
0 47454.53 75137
0 47454.53
0 306.64 75138
0 123.39

Page 2 of 4 ends

Packet: APPKT00265-AP Check Run 1-18-24- BR
Discount Amount Payment Amount Number
Discount Amount Payable Amount
0 183.25
0 19553.35 75139
0 19553.35
0 299.7 75140
0 179.85
0 119.85
0 27 75141
0 27
0 1264.88 75142
0 1264.88
0 150998.6 75143
0 150998.6
0 587.84 75144
0 587.84
0 744.22 75145
06565
Feb 2024
09866
11030
11033
11225
10890
11613
05938
8837-GB
00480
34-173785
1/ 18/ 2024 12 :05:48 PM
Check Register
Invoice 01/ 11/ 2024 CALIFORNIA AND USA FLAGS
THE LINCOLN NATIONAL LIFE INSUR 01/18/ 2024 Regula r
Invoice 01/17/2024 Feb 2024 - Employee insurance premiums Tripepi, Smith & Associates, Inc. 01/18/ 2024 Regular
Invoice 01/12/2024 Communication Retainer - October
Invoice 01/12/2024 Translation Services-Prop 218
Invoice 01/12/ 2024 Communications Support_Retainer-Novem l Verdin Marketing Ink, Co. 01/ 18/ 2024 Regular
Invoice 01/ 12/2024 Immersion Research
Water Systems Consulting Inc. 01/ 18/2024 Regular
Invoice 12/31/2023 SERVICES 12/1/23 TO 12/31/23
ZEE MEDICAL SERVICE COMPANY #: 01/18/ 2024 Regular
Invoice 01/17/2024 34-173785 GBCC
Fund
999
Payment Type
Regular Checks
Manual Checks
Voided Checks
Bank Drafts
EFT's
Name
Pooled Cash
Bank Code AP - Grover Beach Summary
Payable Payment
Count Count
80 41
0 0
0 0
0 0
0 0
80 41
Fund Summary
Period
1/ 2024
Discount

0.00 0.00

0.00 0.00
0 744.22
0 2685.91 75146
0 2685.91
0 13361.92 75147
0 6502.21
0 357.5
0 6502.21
0 3135 75148
0 3135
0 1593.2 75149
0 1593.2
0 273.84 75150
0 273.84
Payment
344,689.61

0.00 0.00

0.00 0.00
344,689.61

Page 3 of 4 ends

Packet: APPKT00265-AP Check Run 1-18-24- BR
Amount
344689.61
344689.61

ACCOUNTS PAYABLE
CHECK DATE 1/25/2024
Check Register
City of Grover Beach, CA Packet: APPKT00286 - 1/25/24-AP Check Run By Check Number
Vendor Number
Payable#
Vendor Name
Payable Type
Payment Date Payment Type
Payable Date Payable Description
Discount Amount Payment Amount Number
Discount Amount Payable Amount
Bank Code: AP - Grover Beach-Mechanics Bank - Grover Beach 08227 1-800-GOT-JUNK 01/25/2024 Regular
13623247 Invoice 01/19/2024 TRASH REMOVAL
10648
1411
3rd Gen Pump & Well
Invoice
01/25/2024 Regular
01/10/2024 WELL 4 REPAIRS MAINTENANCE
08887 SCities Homeless Coalition 01/25/2024 Regular
20-CDBG-12013 2 Invoice 09/30/2023 Security Deposits (OST) July-Sept 2023 20-CDBG-12013 3 Invoice 12/31/2023 Security Deposits (OST) Oct-Dec 2023 20-CDBG-12014 4 Invoice 09/30/2023 Subsistence Payments (0SQ) July-Sept 202:
20-CDBG-12014 5 Invoice 12/31/2023 Subsistence Payments (0SQ) Oct-Dec 2023 22-CDBG-NH-0001 Invoice 09/30/2023 Homeless Shelter Operations (03T) July-Se1 22-CDBG-NH-0001 Invoice 01/24/2024 Homeless Shelter Operations (03T) Oct-De, 06137
5198
5199
5200
5264
06381
Jan 2024
00026
202401170017
09694
IS692142
10447
INV0000403
05553
#2 FY23/24
ADAMS ASHBY GROUP LLC 01/25/2024 Regular
Invoice 01/22/2024 General Admin Svs: 20-CDBG-12013 Oct 2( Invoice 01/22/2024 General Admin Svs:20-CDBG-12014 Oct 20 Invoice 01/22/2024 General Admin Svs: 22-CDBG-NH-00015 Oc Invoice 01/22/2024 General Admin Svs: 22-CDBG-NH-00015 D1 AFLAC
Invoice
01/25/2024 Regular
01/25/2024 Jan 2024-AFLAC premiums for employees
Alexa nder's Contract Services 01/25/ 2024 Regular
Invoice 01/17/2024 MANUALLY READ METERS 01/15/2024 TO
ALTA Language Services, Inc. 01/25/2024 Regular
Invoice 01/18/2024 KM_Alta_Language Test
AMAZON CAPITAL SERVICES 01/25/2024 Regular
Invoice 01/24/2024 Office Supplies_km_lnv 1-RDN-CMFW-RDC ANIMAL SERVICES ATTN : ACCOUNl 01/25/2024 Regular
Invoice 01/24/2024 2nd payment, Animal Shelter FY 2023-24 08183 An na Lanier 01/25/2024 Regular
CFS.Anna.0124 Invoice 01/23/2024 CFS.Anna.0124 Tiny Tots Jan 2024 10216 APOLLO HEALTH INC 01/25/2024 Regular
4128 Invoice 01/18/2024 KM_Apollo_Police Officer Physical 07447
63572
02719
Feb 2024
00127
187523
00149
1800720901
1800720902
1800720903
00464
96188038
1/25/2024 11: 18 : 28 AM
ARROYO GRANDE CHEVROLET 01/25/2024 Regular
Invoice 01/24/2024 Unit 204, spark plug, sensor, wire kit BLUE SHIELD OF CA LIFE & HEALTH 01/25/2024 Regular
Invoice 01/25/2024 Feb 2024 Employee premiums
BRISCO Mill & LUMBER YARD 01/25/ 2024 Regular
Invoice 01/12/2024 FLAT WHITE FLEX
CALIFORNIA DEPARTMENT OF COR 01/25/2024 Regular
Invoice 01/09/2024 INMATE COMMUNITY WORK
Invoice 01/09/2024 INMATE PAY FOR COMMUNITY SERVICES\
Invoice 01/09/2024 INMATE COMMUN ITY SERVICE WORK
CALPORTLAND COMPANY 01/25/2024 Regular
Invoice 01/02/2024 TRUCK RENTAL ONLY
0 1198 75151
0 1198
0 56718 75152
0 56718
0 399224.69 75153
0 20511.61
0 16095.7
0 6713.63
0 9598.75
0 136328.86
0 209976.14
0 4562.5 75154
0 875
0 1000
0 500
0 2187.5
0 691.68 75155
0 691.68
0 3916.26 75156
0 3916.26
0 132 75157
0 132
0 21.6 75158
0 21.6
0 9828 75159
0 9828
0 1668.8 75160
0 1668.8
0 330 75161
0 330
0 688.39 75162
0 688.39
0 652.4 75163
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0 188.56 75164
0 188.56
0 13957 75165
0 4401.93
0 6608.55
0 2946.52
0 1536.11 75166
0 301.95
Check Register Packet: APPKT00286-1/25/24-AP Check Run- BR Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable# Payable Type Payable Date Payable Description Discount Amount Payable Amount 96188039 Invoice 01/02/2024 3/8" COLD MIX 0 1234.16
10766 Centra l Coast Balboa 01/25/2024 Regular 0 455 75167 CFS.Swing.0124 Invoice 01/23/2024 CFS.Swing.0124 January 2024 Swing 0 455 10535 Charlotte L Ritter 01/25/2024 Regular 0 71.75 75168 CFS.Dance.0124 Invoice 01/23/ 2024 CFS.Dance.0124 Dance 01/2024 0 71.75 06310 Cl1Y OF ARROYO GRANDE RECREAl 01/25/2024 Regular 0 8841.27 75169 GBFALL23 Invoice 01/24/2024 GBFALL23 FALL Activitiy Guide 0 4218.24 GBWS2024 Invoice 01/23/2024 GBWS2024 0 4623.03
07495 DE LAGE LANDEN 01/25/2024 Regular 0 108.74 75170
81820139 Invoice 01/24/2024 Laserfiche lease 1/15/24-2/14/24 0 108.74 09152 Destination Creative Group 01/25/2024 Regular 0 2500 75171 INV0000404 Invoice 01/24/2024 Advertising_lnv 12243_12-19-2023 0 2500 10521 El Dorado Brands LLC 01/25/2024 Regular 0 4000 75172 EDB-JAN24 Invoice 01/24/2024 Jan 2024 rent at 921 Huston 0 4000 01362 EXECUTIVE JANITORIAL INC. 01/25/2024 Regular 0 6010 75173 88254 Invoice 01/22/2024 LOC #107 JANUARY 2024 CORP YARD SERV 0 500 88255 Invoice 01/22/2024 LOC #100 AND #101 JANUARY 2024 PD AN 0 2650 88256 Invoice 01/22/2024 LOC #103 JANUARY 2024 TRAIN STATIONS 0 2860 10422 Fifth Asset, Inc. 01/25/2024 Regular 0 8000 75174 DB2002578 Invoice 12/20/2023 DB2002578 - Subscription/White Glove lm1 0 8000 00247 G.T. COX ELECTRIC 01/25/2024 Regular 0 363.5 75175 2798 Invoice 01/09/2024 TROUBLESHOOT & REPAIR CONTROLS FOR 0 176.5 2801 Invoice 01/19/2024 LOC #101 REPAIR LIGHTING IN MALE LOCK 0 187 00762 GROVER BEACH POLICE OFFICERS t 01/25/2024 Regular 0 1045 75176 INV0000402 Invoice 01/24/2024 Grover Beach POA Dues check date 1-26-2, 0 1045 00263 GROVER TOOL RENTAL 01/25/2024 Regular 0 429.54 75177 546492 Invoice 01/17/2024 CHIPPER VERMERE 01/17/2024 0 429.54 09438 J.F. Will Company, Inc. 01/25/2024 Regular 0 116880.21 75178 010599 Invoice 01/18/2024 CIP 2295-16 MEASURE K-14 STREET RE HAE 0 116880.21 10203 JULIAN MORA Dba 2M WASTE SOLi 01/25/2024 Regular 0 1425 75179 5854 Invoice 01/13/2024 HAUL AWAY FULL LOAD AND LABOR 0 1425 10835 Kameron Day 01/25/2024 Regular 0 11.61 75180
012424 Invoice 01/24/2024 mileage reimbursement correction, 832 PC 0 11.61 10536 Ka thy Bond 01/25/2024 Regular 0 70 75181
CFS.Katy.0124 Invoice 01/23/2024 CFS.Katy.0124 Calligraphy Jan2024 0 70 08450 Kawagoe, Kent M. PH .D., Licensed I 01/25/2024 Regular 0 600 75182 DEC2023 Invoice 01/24/2024 Nov, Dec Psychological Eva I - Smiley, Castil 0 600 10912 Kim berly Catherina 01/25/2024 Regular 0 87 75183 2000817.002 Invoice 01/24/2024 2000817.002 R2937 16th 1.20.24 Catherin. 0 87 07613 Kristopher Doe 01/25/2024 Regular 0 847 75184
CFS.Paint.0124 Invoice 01/23/2024 CFS.Paint.0124 Paint Class payment 2 0 847 00472 LEE WILSON ELECTRIC CO. INC 01/25/2024 Regular 0 1020 75185 2312 Invoice 01/10/2024 TRAFFIC SIGNAL MAINTENANCE DEC 2023 0 1020 00312 LIEBERT CASSIDY WHITMORE 01/25/2024 Regular 0 510 75186 255966 Invoice 01/18/2024 KM_LCW-Human Resources Legal 0 510 10911 Liela Parkinson 01/25/2024 Regular 0 50 75187
1/ 25/ 2024 11 : 18: 28 AM
Check Register Packet: APPKT00286-1/25/24-AP Check Run- BR Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable# Payable Type Payable Date Payable Description Discount Amount Payable Amount 815 Marsala - 5ma1 Invoice 01/13/2024 815 MARSALA DRIVE SMART IRRIGATION~ 0 50 10913
2000818.002
05352
1039577
1039777
06694
012424
00570
09578
9433.735529
07976
CFS.Kath[Yn.0124
04415
168615
00873
644
02491
93452912
00322
CFS.Sand:t.0124
Reimb.TT.1.24.24
10907
2000819.002
03060
CFS.Ululele.0124
00437
1/12/2024
04326
INV0000400
04326
INV0000401
09971
INV0000405
06895
INV0000406
09114
1/25/2024 11: 18 : 28 AM
Check Register
Vendor Number
Payable#
INV0822
04191
3979308
3980654
09981
3999424SBP1
Marla Peet 01/25/2024 Regular 0 87 75188
Invoice 01/24/2024 2000818.002 3050 GHUpper 1.20.24 Peet 0 87 Michael K. Nunley & Associates, Inc 01/25/2024 Regu lar 0 8254.17 75189 Invoice 12/01/2023 INFRASTRUCTURE REVIEW 0 4579.64
Invoice 01/03/2024 INFRASTRUCTURE REVIEW 0 3674.53
NELIDA ACEVES 01/25/2024 Regular 0 30.24 75190
Invoice 01/24/2024 mileage reimbursement correction, SU #2 0 30.24 Office Depot 01/25/2024 Regular 0 1761.87 75191
Peak WiFi.com 01/25/2024 Regular 0 2500 75192
Invoice 01/24/2024 install camera at 14th st, focused on B of A 0 2500 PHELAN KATHRYN 01/25/2024 Regular 0 410.2 75193
Invoice 01/23/2024 CFS.Kathryn.0124 Tai Chi and Stretch & Bal 0 410.2 PROCARE JANITORIAL SUPPLY 01/25/2024 Regular 0 162.47 75194 Invoice 01/11/2024 HAND SOAP LOC #101 0 162.47
R. BAKER INC. 01/25/2024 Regular 0 4156.48 75195
Invoice 12/27/2023 EMERGENCY REPAIR CLAMP KIT 0 4156.48 SAFETY-KLEEN SYSTEMS INC. Ol/2S/2024 Regular 0 203.86 75196 Invoice 01/11/2024 FUEL, CHEMISTRY, GASTEC AQUEOUS 0 203.86 SANDY MERSHON 01/25/2024 Regular 0 3278.71 75197
Invoice 01/23/2024 CFS.Sandy.0124 Tiny Tots January 2024 0 3147.9 Invoice 01/24/2024 Reimb.TT.1.24.24 0 130.81
Sarah Cantrell 01/25/2024 Regular 0 87 75198
Invoice 01/24/2024 2000819.002 R304116th 12.30.23 Cantrel 0 87 SIMPSON RICHARD 01/25/2024 Regular 0 420 75199
Invoice 01/23/2024 CFS.Ululele.0124 Ukulele 1 0 420
SOUTHERN CALIF GAS CO 01/25/2024 Regular 0 1018.58 75200 Invoice 01/23/2024 Natural Gas Charges - 12/9/23-1/10/24 0 1018.58 STATE DISBURSEMENT UNIT 01/25/2024 Regular 0 250 75201
Invoice 01/24/2024 Child Support Garnishment 0 250
STATE DISBURSEMENT UNIT 01/25/2024 Regular 0 132 75202
Invoice 01/24/2024 Child Support Garnishment 0 132
Town Square Publications LLC OBA 01/25/2024 Regu lar 0 325 75203 Invoice 01/24/2024 Chamber Advertising_lnv 101683_1-12-20. 0 325 Traffic Management, Inc. 01/25/2024 Regular 0 157.22 75204 Invoice 01/24/2024 Signs_lnv 06-1917120_1-22-2024 0 157.22 Trick Industries 01/25/2024 Regular 0 2277.69 75205
Vendor Name
Payable Type
Invoice
Payment Date Payment Type
Payable Date Payable Description
Packet: APPKT00286-1/25/24-AP Check Run- BR
Discount Amount Payment Amount Number
Discount Amount Payable Amount
01/23/2024 TRUCK GRAPHICS LOGO 0 2277.69
ULTREX 01/25/2024 Regular 0 202.47 75206
Invoice 01/24/2024 copier usage 12/18/23 -1/17 /24 SHA-MX5 0 130.81 Invoice 01/24/2024 copier usage 12/21/23-1/20/24 SHA-MXC: 0 71.66 Vital Records Holdings, LLC 01/25/2024 Regular 0 174.15 75207 Invoice 01/23/2024 3999424SBP1 - Document storage - Dec 2C 0 174.15 04996
61231
1/ 25/2024 11: 18: 28 AM
Check Register
WALLACE GROUP 01/25/2024 Regular
Invoice 01/18/2024 SERVICES THORUGH DEC 31, 2023
Fund
999
Payment Type
Regular Checks
Manual Checks
Voided Checks
Bank Drafts
EFT's
Name
Pooled Cash
Bank Code AP - Grover Beach Summary
Payable Payment
Count Count
86 58
0 0
0 0
0 0
0 0
86 58
Fund Summary
Period
1/2024
Discount

0.00 0.00

0.00 0.00
0 Payment
676,061.53

0.00 0.00

0.00 0.00
676,061.53
0 1532.81 75208
1532.81

Page 4 of 5 ends

Packet: APPKT00286-1/25/24-AP Check Run- BR
Amount
676061.53
676061.53

DESCRIPTION OF RESOURCES AMOUNT
Balance from December 31, 2023 $ 4,174,130.72
Deposit from Interest 1/31/2024 16,088.24
Total Resources $ 4,190,218.96

DESCRIPTION OF EXPENDITURES AMOUNT
Transfers for Staff Time:

Payroll Expenses 15,514.68
Transfers for Non-Construction and Other:

Accounts Payable Expenses 3,271.78
Transfers for Construction:

Accounts Payable Expenses 112,817.71
Total Expenditures $ 131,604.17
Cash Balance as of January 31, 2024 $ 4,058,614.79
Respectfully,
Lorena Zarate
Finance Manager

CITY OF GROVER BEACH
2022 STREETS BOND ACCOUNT ($10,000,000)
Treasurer's Report for February 26, 2024 City Council Meeting January 1, 2024 to January 31, 2024
Agenda Item No. 3

MINUTES

CITY COUNCIL MEETING
TUESDAY, FEBRUARY 13, 2024
CALL TO ORDER Mayor Bright 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 Parcker Bassett, a 10-year-old, 4th grader at Fairgrove Elementary School.

ROLL CALL
City Council: Council Members Daniel Rushing, Clint Weirick, Zach Zimmerman, Mayor Pro Tem Robert Robert, and Mayor Karen Bright were present.

City Staff: City Manager Matthew Bronson, City Attorney Rob Lomeli, Assistant City Manager Kristin Eriksson, City Clerk Wendi Sims, Police Commander Jim Munro, Administrative Services Director Nick Szamet, Community Development Director Megan Martin, Interim Public Works Director/City Engineer Steve Kahn; Senior Engineer Gabriel Munoz-Morris, and Associate Planner Janet Reese were also present.

CLOSED SESSION ANNOUNCEMENTS
At 8:10 p.m., the Council met in Closed Session regarding the following item(s):

A. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9 Closed Session Announcements: At 9:05 p.m., Mayor Bright reconvened the meeting in open session with all Council Members present, and announced there were no reportable actions taken during Closed Session.

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

CEREMONIAL CALENDAR

1. Proclamation for Administrative Services Director Deanne Purcell – Continued to next meeting on February 26, 2024.

PRESENTATIONS
None.

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.

Agenda Item No. 4
Minutes: City Council Meeting Page 2
Tuesday, February 13, 2024

• Jeff Chambers
• Brenda Auer
• Debbie Peterson
• Anita Shower
• Jim Joffee
• Lynn Austin
• Ken Lehmann
• Paul Masters
• Leslie Marr

CONSENT AGENDA
Prior to consideration of the Consent Agenda, Mayor Bright opened public comment. There being no public comments received, the Mayor closed public comment.

It was motioned by Council Member Rushing and seconded by Council Member Zimmerman to approve Consent Agenda Item Nos. 2, 3 and 4 as recommended. The motion carried on the following roll call vote:

AYES: Council Members – Rushing, Weirick, Zimmerman, Mayor Pro Tem Robert and Mayor Bright
NOES: Council Members – None.

ABSENT: Council Members – None
ABSTAIN: Council Members – None

2. Minutes of the City Council Meeting on Monday, January 22, 2024 Action: Approved the minutes as submitted.

3. Approval of Updated 2024 Legislative Platform
Action: Approved the 2024 City of Grover Beach Legislative Platform, as amended based on Council direction.

4. Introduction and First Reading to Amend Municipal Code Article IX to Adopt Revisions to the City’s Short-Term Rental Ordinance and Approve a Local Coastal Program Amendment
Action: 1) Conducted first reading, by title only, and introduced amendments to the City’s Short-Term Rental Ordinance amending Grover Beach Municipal Code, Article IX; and 2) Scheduled second reading and adoption of the Ordinance and Resolution approving a Local Coastal Program Amendment at the next regularly scheduled City Council meeting.) Received and filed the FY 2022-23 Annual Comprehensive Financial Report.

Minutes: City Council Meeting Page 3
Tuesday, February 13, 2024

PUBLIC HEARING

5. Potential Programs/Projects for Inclusion in the 2023 State Community Development Block Grant (CDBG) Application
Mayor Bright read the title to the foregoing item and deferred to staff for a report.

Associate Planner Reese presented staff report via PowerPoint presentation reviewing the CDBG Application process.

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

It was motioned by Council Member Zimmerman and seconded by Council Member Rushing to adopt Resolution No. 24-07 to authorize staff to prepare and submit an application for a Community Development Block Grant to fund Phases 1 and 2 of the Ramona Garden Park Rehabilitation Project (CIP 1259). The motion carried on the following roll call vote:

AYES: Council Members – Rushing, Weirick, Zimmerman, Mayor Pro Tem Robert and Mayor Bright
NOES: Council Members – None.

ABSENT: Council Members – None.

ABSTAIN: Council Members – None.

Resolution No. 24-07: A Resolution Approving an Application for Funding and the Execution of a Grant Agreement and any Amendments thereto from the 2023 and/or 2024 Funding Year of the State CDBG Program

6. Resolution Establishing Ramona Garden Park Rule 20A Utility Underground District Mayor Bright read the title to the foregoing item and deferred to staff for a report.

Senior Engineer Munoz-Morris presented a PowerPoint Presentation discussing the Ramona Garden Park Rule 20A.

Mayor Bright invited public comment on this matter.
• Debbie Peterson
No further public comments were received at this time and the Mayor closed public comment.

Minutes: City Council Meeting Page 4
Tuesday, February 13, 2024

It was motioned by Council Member Rushing and seconded by Council Member Weirick to adopt Resolution No. 24-08 to establish the Ramona Garden Park Utility Undergrounding District and authorized staff to work with Pacific Gas and Electric to pursue a Rule 20A utility undergrounding project at Ramona Garden Park. The motion carried on the following roll call vote:

AYES: Council Members – Rushing, Weirick, Zimmerman, Mayor Pro Tem Robert and Mayor Bright
NOES: Council Members – None.

ABSENT: Council Members – None.

ABSTAIN: Council Members – None.

Resolution No. 24-08: A Resolution of the City Council of the City of Grover Beach, California Establishing the Ramona Garden Park Under-Ground Utility District.

7. Second Reading and Adoption of an Ordinance Repealing and Replacing Chapter 1 (Sanitary Sewer System) of Article VII (Public Works) of the Grover Beach Municipal Code
Mayor Bright read the title to the foregoing item and deferred to staff for a report.

Senior Engineer Morris-Munoz presented a Powerpoint Presentation on the Repeal and Replacing of Chapter 1 of Article VII.

Mayor Bright invited public comment on this matter.
• Elmer Dale
• Resident at 956 Griffin
• Leslie Marr
No further public comments were received at this time and the Mayor closed public comment.

It was motioned by Council Member Zimmerman and seconded by Mayor Pro Tem Robert to Conduct a public hearing and second reading by title only and adopted Ordinance No. 24-01 repealing and replacing Chapter 1 (Sanitary Sewer System) of Article VII (Public Works) of the Grover Beach Municipal Code to update ethe City’s Sewer Ordinance. The motion carried on the following roll call vote:

AYES: Council Members – Rushing, Weirick, Zimmerman, Mayor Pro Tem Robert and Mayor Bright
NOES: Council Members – None.

ABSENT: Council Members – None.

ABSTAIN: Council Members – None.

Minutes: City Council Meeting Page 5
Tuesday, February 13, 2024

Ordinance No. 24-01: An Ordinance of the City Council of the City of Grover Beach, California, Repealing Chapter 1 of Article VII and Adopting a New Chapter 1, Article VII of the Grover Beach Municipal Code.

REGULAR BUSINESS

8. FY 2023-24 Mid-Year Budget Review and General Fund Financial Forecast Mayor Bright read the title to the foregoing item and deferred to staff for a report.

Administrative Services Director Szamet presented a PowerPoint presentation regarding the 2023-24 Mid-Year Budget Review.

Mayor Bright invited public comment on this matter.
• Jeff Lee
• Chris “Z” Zefaris
• Brenda Auer
No further public comments were received at this time and the Mayor closed public comment.

It was motioned by Council Member Rushing and seconded by Council Member Weirick to provide input and direction to staff to approve the contribution of $10,000 to Strawberries throughout Grover Beach by including it in the mid-year budget appropriations for approval at the next Council meeting on the Consent Agenda. The motion carried on the following roll call vote:

AYES: Council Members – Rushing, Weirick, Zimmerman, Mayor Pro Tem Robert and Mayor Bright
NOES: Council Members – None.

ABSENT: Council Members – None.

ABSTAIN: Council Members – None.

It was motioned by Mayor Pro Tem Robert and seconded by Council Member Zimmerman to receive and approve the update on the FY 2023-24 Mid-Year Budget Review. The motion carried on the following roll call vote:

AYES: Council Members – Rushing, Weirick, Zimmerman, Mayor Pro Tem Robert and Mayor Bright
NOES: Council Members – None.

ABSENT: Council Members – None.

ABSTAIN: Council Members – None.

Minutes: City Council Meeting Page 6
Tuesday, February 13, 2024

9. Declaration of the Existence of a Local Emergency in the City of Grover Beach Mayor Bright read the title to the foregoing item and deferred to staff for a report.

City Manager Bronson discussed the local emergency declaration process and introduced Commander Munroe who presented a PowerPoint presentation overviewing the local emergency Tornado Response.

Mayor Bright invited public comment on this matter.
• Loren Westfall
No additional public comments were received at this time and the Mayor closed public comment.

It was motioned by Council Member Weirick and seconded by Mayor Pro Tem Robert to ratify the Declaration of the Existence of a Local Emergency in the City of Grover Beach as enacted on February 8, 2024 by the City Manager/Emergency Services Director. And approve Resolution No. 24-09 The motion carried on the following roll call vote:

AYES: Council Members – Rushing, Weirick, Zimmerman, Mayor Pro Tem Robert and Mayor Bright
NOES: Council Members – None.

ABSENT: Council Members – None.

ABSTAIN: Council Members – None.

Resolution No. 24-09: A Resolution of the City Council of the City of Grover Beach, California, Confirming the Existence of a Local Emergency 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.
• Loren Westfall
No additional public comments were received at this time and the Mayor closed public comment.

Minutes: City Council Meeting Page 7
Tuesday, February 13, 2024

COUNCIL COMMITTEE REPORTS
Council Member Weirick reported on the San Luis Obispo Flood Control and Water Conservation District Water Resources Advisory Committee (WRAC).

Council Member Rushing discussed the Five Cities Fire Joint Powers Authority meeting and SLO Councils of Governments/SLO Regional Transit Authority meeting (SLOCOG/RTA).

Council Member Zimmerman reported on the South County Chambers of Commerce monthly event Rise and Shine.

Mayor Bright reported on the Central Coast Blue Regional Recycled Water Authority meeting (CCBRRWA) and South SLO County Sanitation District meeting (SSLOCSD).

COUNCIL COMMUNICATIONS
A. Council Member Weirick requested Council concurrence on presenting 2 proclamations:
one to the Grover Beach Community Library for their 20th Anniversary and the second for Asian American and Pacific Islander Heritage Month in May. Both items had full support of the Council.

B. Mayor Bright discussed the Grover Beach Community Library upcoming Book Sale on March 9th at 9:00 am and that they support Hot Spots at Grover Heights Park and Mentone Park that are available for public use. She also thanked the Grover Beach Police Department for responding to a call in her neighborhood and Public Works crew for the quick clean up of the tornado debris.

CITY MANAGER'S REPORTS AND COMMENTS
City Manager Bronson stated that given the hour he would pass his report to the next meeting.

CITY ATTORNEY’S REPORTS AND COMMENTS
City Attorney Lomeli stated he had nothing to report.

CLOSED SESSION
At 9:07 p.m., the Council met in Closed Session regarding the following item(s):

A. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Significant exposure to litigation pursuant to paragraph (2) or (3) of subdivision (d) of Section 54956.9
Minutes: City Council Meeting Page 8
Tuesday, February 13, 2024

B. CONFERENCE WITH LABOR NEGOTIATORS PURSUANT TO GOVERNMENT CODE SECTION 54957.6
Agency designated representatives: Special Counsel Che Johnson, City Manager Matthew Bronson, Admin. Services Director Nick Szamet, Finance Manger Lorena Zarate, and Human Resource Officer Karla Mattocks.

ADJOURNMENT
There being no further business to come before the City Council, Mayor Bright adjourned the meeting at 10:14 p.m.
_____________________________

KAREN BRIGHT, MAYOR
Attest:
______________________________

WENDI SIMS, CITY CLERK
(Approved at CC Mtg ______)
Agenda Item No. 5

CITY COUNCIL STAFF REPORT
TO: Honorable Mayor and City Council DATE: February 26, 2024 FROM: Matthew Bronson, City Manager

PREPARED BY: Megan Martin, Community Development Director SUBJECT: Conduct a Public Hearing and Second Reading, by title only, and Adopt Ordinance No. 24-02 to Amend Municipal Code Article IX (Development Code); and Adopt Revisions to the City’s Short-Term Rental Ordinance; and Adopt a Resolution to Approve a Local Coastal Program Amendment

RECOMMENDATION
1) Conduct a public hearing and second reading, by title only, and adopt Ordinance No. 24- 02 to amend Article IX (Development Code) of the Grover Beach Municipal Code; and Adopt Revisions to the City’s Short-Term Rental Ordinance; and 2) Adopt the Resolution approving a Local Coastal Program Amendment.

BACKGROUND
On February 13, 2024, City Council introduced and conducted a first reading, by title only, of Ordinance No. 24-02 amending Article IX of the Grover Beach Municipal Code to regulate ShortTerm Rentals (STRs). The amendment to Article IX requires the Council adopt a resolution to approve a corresponding Local Coastal Program (LCP) Amendment. The California Coastal Commission (Coastal Commission) will consider the LCP Amendment following local adoption.

Staff is requesting that Council conduct a second reading of the Ordinance, by title only, and adopt the Resolution to approve the LCP Amendment.

Overview of STR Regulations
On June 17, 2019, the City Council (Council) adopted a Short-Term Rental (STR) ordinance (Ordinance No. 19-04) that permits owner-occupied and non-owner occupied STRs in the City1 .

Following adoption, staff developed “Administrative Rules” to inform applicants of the requirements to apply for and operate an STR. A “Good Neighbor Brochure” was also prepared by the City for operators to communicate to their visitors on how to be considerate and responsible neighbors. After implementation, City staff committed to regular reviews of the program to ensure its ongoing success and to identify deficiencies and areas for policy improvement or refinement.

On September 27, 2021, the Council received a presentation on the implementation of the STR Program. The Council provided policy direction at that time to modify the current Administrative Rules limiting multi-family development to one STR permit, establish a minimum stay requirement (12 nights per year) for non-owner occupied STRs, and create a waitlist for non-owner-occupied 1 June 17, 2019 City Council Staff Report - https://www.grover.org/DocumentCenter/View/8652/Item-7_ShortTerm-Rentals?bidId= Staff Report: Short-Term Rental Ordinance Revisions Page 2 February 26, 2024
permits. On August 28, 2023, the Council received another presentation on the status and implementation of the STR regulatory program2
. Staff recommended areas in the ordinance for
refinement and the Council provided subsequent policy direction to consider changes in the City’s administration of its waitlist procedures, local contacts, STRs within Accessory Dwelling Units (ADUs), required annual minimum stays, and number of non-owner-occupied permits.

To date, the City has issued 113 STR permits which include 20 owner-occupied permits and the remaining non-owner occupied permits. There are two pending applications within the Coastal Zone and five pending applications outside the Coastal Zone. Of the permitted operators, 97% have listed their rentals on advertising platforms such as VRBO, Airbnb, and Booking while the remaining 3% utilize referrals to rent to select guests throughout the year.

The City has collected approximately $1.77 million in Transient Occupancy Tax (TOT) revenue since the program’s inception in 2019. STR permit holders are also responsible for paying the City’s TOT (12%) and the San Luis Obispo County’s Tourism Management District (TDM) tax (1.5%) each quarter for an effective tax rate of 13.5%. In terms of revenue, STRs account for approximately 50% of the total TOT revenue collected by the City. Below is a table showing the TOT revenue generated annually:

Fiscal Year (FY) TOT Revenue % Increase
2019-20 $103,540.90 --
2020-21 $298,915.02 +189%
2021-22 $508,362.22 +70%
2022-23 $458,567.07 -10%
2024 to date $409,773.12 --
Taxes are remitted monthly by permittees via Host Compliance, the City’s third-party vendor for registration, monitoring, and tax remittance. Host Compliance also provides compliance and enforcement assistance. The City has one Code Compliance Officer who responds to all compliance issues associated with STRs, in addition to their other responsibilities. Since 2019, there have been a total of 75 compliance cases for permitted and unpermitted STRs (10 and 65, respectively). These cases range from noise, parking, and waste, to illegal STRs.

Short-Term Rental Survey
Staff prepared and distributed a survey to gauge community and STR permit holders’ opinions of the STR Program3
. Questions included basic demographics, impact of STRs on the neighborhood, overall satisfaction with the current STR regulations, and suggestions for change.

The City received 121 responses and the survey indicates that 75% of respondents are satisfied with the City’s STR Program and 86% find STRs to have a positive impact on neighborhoods. 2% percent of operators reported challenges in complying with the City’s regulations, whereas part of the same question, when asked to specify those challenges, 17% responded with feedback, indicating more respondents provided feedback than reported challenges. Attachment 5 includes a summary of this survey data,
2 August 28, 2023 City Council Staff Report - https://www.grover.org/DocumentCenter/View/14163/Item13_STRCouncil-Staff-Report-FINAL 3 https://www.surveymonkey.com/r/GBSTR2024 Staff Report: Short-Term Rental Ordinance Revisions Page 3 February 26, 2024
Summary of Ordinance Changes
The Planning Commission (Commission), at a regular meeting on February 6, 2024, reviewed recommended changes to the STR Ordinance, and, following public comment and Commission deliberation, recommended the Council adopt Ordinance No. 24-02 amending the City’s ShortTerm Rental Ordinance (Ordinance No. 19-04) and approve a Local Coastal Program Amendment. The recommended changes included minor revisions to the following areas:
• Administration of STR waitlist procedures. A review of the waitlist administration process revealed that some participants, upon the availability of permits, would repeatedly choose to “pass,” causing significant delays in issuance. Council directed staff to revise the rules, limiting participants to a single “pass” to streamline the process and establish a more efficient issuance methodology. These changes are now reflected in the updated Administrative Rules and Regulations.
• Local contact requirements. The STR Ordinance established a local contact requirement to ensure a responsible person was available and able to be physically present at the STR within 30 minutes of receiving a complaint. Council directed staff to expand to a 45-minute radius which effectively would allow a local contact to live within San Luis Obispo County and northern Santa Barbara County (approximately San Miguel to Buellton). This does not affect or change the Administrative Rule that a local contact must respond to a complaint within 30 minutes of receiving a complaint.
• STRs within Accessory Dwelling Units (ADUs). State law (California Government Code §65852.2.e.4) requires ADUs to be rented for at least 30 days. The City’s current ordinance states that any ADU that was existing, under construction, or in building plan review prior to September 11, 2020, could be used as an STR. However, State law supersedes this use and does not allow any ADUs to be used as STRs. The ordinance has been modified to comply with State law. To implement and administer this change, any renewal application received will be rejected and the ADU ineligible to further participate in the program.

Minimum night stay requirement. Upon direction from Council to consider increasing this requirement, staff analyzed increasing the current 12-night minimum per fiscal year to 24- and 50-night minimums. In reviewing the non-owner occupied STRs for the last fiscal year (2022-23), only 15 of the 100 permitted STRs reported fewer than 25 stays per year, and 30 STRs reported fewer than 50 stays per year. Based on an estimated average TOT tax revenue of $41 per night, increasing the minimum night stay to 24 would yield approximately $6,000 in additional revenue annually under the program and eliminate 13% of non-owner-occupied permit holders. Increasing the minimum stays to 50 would yield approximately $28,800 in additional TOT revenue annually and eliminate 33% of non-owner-occupied permit holders.

While increasing the requirement may result in more turnover in the waitlist, the additional stays may result in increased fiscal impacts in responding to complaints and costs associated with enforcement. Furthermore, increasing the minimum number of stays could be considered inconsistent with the intent of the SLO County Regional Compact Policy R6: “Encourage rental units be prioritized for long-term residents rather than short term users or vacation rentals”, which is further supported by the City’s Housing Element (Chapter 2 – Regional Visions for Housing). Therefore, the revised STR Ordinance does Staff Report: Short-Term Rental Ordinance Revisions Page 4 February 26, 2024
not increase the minimum stay requirement though Council could modify the ordinance to increase this requirement.

During the Commission meeting, public comment was received requesting the City not increase the minimum stay requirement and continue allowing permittees to only rent up to 12 nights per year. The Commission did not recommend changes to this requirement but recommended the STR Ordinance m the definition of the term ‘stay’ to be consistent to an ‘overnight accommodation’ rather than the length of the stay (see Attachment 4 – Glossary). This change was recommended to provide clarification to non-owner occupied STRs regarding the minimum stay requirement. Proceeding the introduction of the changes to the STR Ordinance, staff will continue to work to improve upon the Rules and Regulations to provide greater clarification, internal consistency, and improve readability. • Additional Clean-up Items. In addition to those items directed by Council for consideration and clean-up, as well as those suggested by the Commission, staff identified necessary items throughout the ordinance including minor changes and clarifications to Definitions and Permit Revocation. These changes provide for consistency throughout the ordinance as well as compliance with State law.

A track-changes version of the ordinance has been included to allow the public and Council to review the modifications (Attachment 3). The ordinance amendments also prompted minor revisions to the Administrative Rules and Regulations to eliminate inconsistencies and ensure clarity and compliance with the adopted regulations (Attachment 4).

Ordinance Effective Date
Amendments to the STR Ordinance would result in changes to Chapters 4 and 9 of the Development Code (Article IX of the Municipal Code) that constitute the ordinances for implementation of the City’s Local Coastal Program (LCP). Therefore, this amendment requires an LCP Amendment in compliance with the California Coastal Act, which requires the Coastal Commission’s approval prior to the ordinance taking effect in the Coastal Zone. Following the adoption of the ordinance, staff will forward the LCP amendment to the Coastal Commission for review with the amended ordinance becoming effective the day after Coastal Commission action.

ENVIRONMENTAL REVIEW
This action is not a project within the meaning of the California Environmental Quality Act (California Public Resources Code §§ 21000, et seq., “CEQA”) and CEQA Guidelines (Title 14 California Code of Regulations §§ 15000, et seq.) Section 15378(b)(5). The revisions to the Shortterm Rental Ordinance are administrative and will not result in direct or indirect physical changes in the environment and are therefore exempt from CEQA.

ALTERNATIVES
The City Council has the following alternatives:

1. Conduct a public hearing and second reading, by title only, and adopt Ordinance No. 24- 02 to amend Article IX (Development Code) of the Grover Beach Municipal Code; and Adopt the Resolution approving a Local Coastal Program Amendment; or

2. Provide alternative direction to staff.

Staff Report: Short-Term Rental Ordinance Revisions Page 5 February 26, 2024

FISCAL IMPACT
The adoption of these amendments to the City’s Short-Term Rental Ordinance would not have a significant fiscal impact. The cost associated with issuance and renewal of permits and regulation of STRs is recouped as part of the annual permitting fee.

PUBLIC NOTIFICATION
On February 15, 2024, a one-eighth page public hearing notice was published in New Times and sent to all current STR operators. A courtesy notice was also sent to all individuals currently on the STR waitlist. The agenda was posted in accordance with the Brown Act.

Attachments

1. Ordinance 24-02

2. Local Coastal Program Amendment Resolution

3. Short-Term Rental Ordinance Track-changes Version

4. Administrative Rules and Regulations

5. Grover Beach STR Ordinance Survey
Attachment 1
ORDINANCE NO. 24-XX
AN AMENDMENT OF ORDINANCE 19-04 OF THE CITY COUNCIL OF THE CITY OF GROVER BEACH AMENDING SECTIONS 4.10.185 AND 9.10.050,

OF THE GROVER BEACH MUNICIPAL CODE ARTICLE IX TO REGULATE

SHORT-TERM RENTALS
WHEREAS, the City of Grover Beach (“City”) is a general law city and a political subdivision of the State of California; and
WHEREAS, the City Council (“Council”) adopted Ordinance No. 19-04 amending Article IX of the Grover Beach Municipal Code and adopting a Local Coastal Program Amendment to regulate short-term rentals on private property in the City; and WHEREAS, City staff has committed to regular reviews to identify program deficiencies and areas for policy improvement or refinement to the short-term rental (“STR”) program; and WHEREAS, the Council received an update on the implementation of the City’s STR Program on August 28, 2023, and provided policy direction related to the city’s administration of waitlist procedures, local contacts, STRs within Accessory Dwelling Units, required annual minimum stays, and amending the number of non-owner occupied permits; and WHEREAS, this amendment is not a project within the meaning of the California Environmental Quality Act (California Public Resources Code §§ 21000, et seq., “CEQA”) and CEQA Guidelines (Title 14 California Code of Regulations §§ 15000, et seq.) Section 15378 and is therefore exempt from CEQA because it will not result in any direct or indirect physical changes in the environment.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF GROVER BEACH DOES ORDAIN AS FOLLOWS:

Part 1. Recitals. The above recitals are true and correct and are incorporated as though fully set forth herein.

Part 2. Article IX Development Code, Chapter 4 Standards for Specific Development and Land Uses, Short-Term Rental Ordinance Section 4.10.185.B entitled “Applicability” is hereby amended to read as follows:

B. Applicability.

1. The provisions of this Section shall apply to all short-term rental units, including owner occupied and non-owner occupied short-term rentals. All standards of the underlying zone shall continue to apply to a permitted short-term rental. This Section does not apply to legally established lodging uses, which are regulated separately.

2. Short-term rental units shall only be allowed within a legally constructed single-unit dwelling, multi-unit dwelling, multi-unit dwellings within a mixed-use project, or mobile home as defined in Section 9.10.020, except short-term rentals shall be prohibited in the following types of dwellings: live-work units, caretaker residences, Single Room Occupancy Facilities (Section 4.10.200), Two-Unit Housing Development projects (Section 4.25.060), Urban Lot Splits (Section 8.160), Accessory Dwelling Units and Junior Accessory Dwelling Units (Section 4.10.015). Short-term rental permits shall be limited to Ordinance No. 24-XX Page 2 of 4
the issuance of one permit per property or one permit per building when units share common walls within multi-unit dwellings or within a mixed-use project for all new permits issued after October 1, 2021.

3. Short-term rentals shall be prohibited in any residence subject to an affordable housing covenant or deed restriction imposed or required by the city.

4. Short-term rentals shall be prohibited in recreational vehicles, motor homes, travel trailers, truck campers, tent trailers, boats and other similar vehicles.

Part 3. Article IX Development Code, Chapter 4 Standards for Specific Development and Land Uses, Short-Term Rental Ordinance Section 4.10.185.H.4 entitled “Local Contact Person” is hereby amended to read as follows:

4. Local Contact Person. Short-term rental units shall have a local contact person who is available 24-hours per day, seven days per week. The local contact person must be able to be present at the short-term rental within 45 minutes of receiving a complaint at all times the short-term rental is operational. The contact information shall be submitted to the City when an application for permit is submitted and the owner shall immediately provide the city in writing of any change to the local contact person.

Part 4. Article IX Development Code, Chapter 4 Standards for Specific Development and Land Uses, Short-Term Rental Ordinance Section 4.10.185.L entitled “Permit Revocation” Subsection 9 is hereby amended to read as follows:

9. If the subject property no longer provides adequate onsite parking, as required under this Section and set forth in Subsection H.3., or changes to the property have occurred that would prevent ingress and/or egress access to the subject property or adjacent properties.

Part 5. Article IX Development Code, Chapter 4 Standards for Specific Development and Land Uses, Short-Term Rental Ordinance Section 4.10.185.P entitled “Effect of Ordinance on Existing Short-Term Rentals” is hereby removed and replaced with a new Subsection P entitled “Legal Non-Compliant Short-Term Rentals” to read as follows:

P. Non-Compliant Short-Term Rentals. Short-Term Rentals with a valid permit, issued prior to any amendments to this Section, shall continue to be operated consistent with the original approval, however, renewal of any existing Short-Term Rental Permit shall only be allowed if the Short-Term Rental meets all applicable requirements of this Section at the time of renewal.

Part 6. Article IX Development Code, Chapter 4 Standards for Specific Development and Land Uses, Short-Term Rental Ordinance Section 4.10.185.Q entitled “Effect of Ordinance on Existing or Proposed Accessory Dwelling Units” is hereby amended to read as follows:

Q. Effect of Ordinance on Existing or Proposed Accessory Dwelling Units. Short-Term Rental Permits that have been issued for a Short-Term Rental within an Accessory Dwelling Unit, Junior Accessory Dwelling Unit, or residential development project established under the HOME Act (Government Code Section 65852.21 and 66411.7), shall be considered noncompliant Short-Term Rentals. Notwithstanding their designation as a non-compliant ShortTerm Rental, any Short-Term Rental permitted within any residence described herein shall not be eligible for renewal.

Ordinance No. 24-XX Page 3 of 4
Part 7. Article IX Development Code, Chapter 9 Definitions, Section 9.10.050 Short-Term Rental Definitions are hereby amended as follows:

9.10.050 Short-Term Rental Definitions
“Local Contact Person” means the person designated on the short-term rental permit who shall be available 24-hours a day, seven days a week for the purpose of responding inperson to the short-term rental site within 45 minutes of receiving a complaint regarding the condition, operation, or conduct of guests and is authorized by the owner to take remedial action and who responds to violations.

Part 8. Severability. The City Council declares that, should any provision, section, paragraph, sentence or word of this ordinance be rendered or declared invalid by any final court action in a court of competent jurisdiction or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences or words of this ordinance as hereby adopted shall remain in full force and effect.

Part 9. Repeal of Conflicting Provisions. The provisions of this ordinance shall govern and supersede any other provisions of the Grover Beach Municipal Code as heretofore adopted by the City of Grover Beach that are in conflict with the provisions of this ordinance.

Part 10. Effective Date. This amendment shall not become effective and in full force and effect until 12:01 a.m. on the thirtieth day after adoption by the City Council, or 12:01 a.m. on the day after final certification by the California Coastal Commission, whichever occurs later. However, within fifteen (15) days after adoption by the City Council, the Ordinance shall be published once, together with the names of the Council Members voting thereon, in a newspaper of general circulation within the City.

INTRODUCED at a regular meeting of the City Council held on February 13, 2024 and PASSED, APPROVED, and ADOPTED by the City Council on the February 26, 2024, on the following roll call vote, to wit:

AYES: Council Members -
NOES: Council Members -
ABSENT: Council Members -
ABSTAIN: Council Members -
RECUSED: Council Members -
___________________________________

KAREN BRIGHT, MAYOR
Attest:
______________________________
** D R A F T **
Ordinance No. 24-XX Page 4 of 4

WENDI SIMS, CITY CLERK
Approved as to Form:
_____________________________

ROBERT LOMELI, CITY ATTORNEY

Attachment 2
RESOLUTION NO. 24-__

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GROVER BEACH,

CALIFORNIA AUTHORIZING AND DIRECTING THE COMMUNITY

DEVELOPMENT DIRECTOR TO SUBMIT THE LOCAL COASTAL

IMPLEMENTATION AMENDMENT ASSOCIATED WITH AMENDMENTS TO
ORDINANCE NO. 19-04 TO THE CALIFORNIA COASTAL COMMISSION FOR

FINAL CERTIFICATION
WHEREAS, the Local Coastal Program Amendment associated with Ordinance No. 19- 04 would amend the City’s Short-Term Rental Ordinance in the Development Code; and WHEREAS, the Ordinance requires a Local Coastal Program Amendment because it is amending Development Code Chapters 4, and 9; and
WHEREAS, the Local Coastal Program Amendment is intended to be carried out in a manner that is fully in conformity with the Coastal Act; and WHEREAS, the Planning Commission held a public hearing on February 6, 2024, and recommended the City Council approve the Development Code Amendment and Local Coastal Program Amendment; and
WHEREAS, the amendments are not a project within the meaning of the California Environmental Quality Act (California Public Resources Code §§ 21000, et seq., “CEQA”) and CEQA Guidelines (Title 14 California Code of Regulations §§ 15000, et seq.) Section 15378 because the amendments will not result an direct or indirect physical change in the environment; and
WHEREAS, the City Council at its meeting on February 13, 2024, conducted the first reading of Ordinance No. 24-02; and
WHEREAS, the City Council at its meeting on February 26, 2024, adopted Ordinance No. 24-02; and
WHEREAS, the proposed Local Coastal Program Amendment will take effect automatically upon final certification by the Coastal Commission unless revisions are made by the Coastal Commission.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Grover Beach DOES HEREBY AUTHORIZE AND DIRECT the Community Development Director to submit a Development Code amendment to amend the City’s adopted Short-Term Rental Ordinance associated with Ordinance No. 19-04, to the California Coastal Commission for final certification.

Resolution No. 24-__ LCP Amendment for Ordinance Regulating Short-Term Rentals

Page 2 ends

Upon motion by Council Member ____, second by Council Member ____, and on the following roll call vote:

AYES: Council Members
NOES: Council Members –
ABSENT: Council Members –
ABSTAIN: Council Members –
the foregoing Resolution was PASSED, APPROVED, AND ADOPTED at the Regular Meeting of the City Council of the City of Grover Beach, California, this February 26, 2024. ____________________________

KAREN BRIGHT, MAYOR
ATTEST:
______________________________

WENDI SIMS, CITY CLERK
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4.10.185 Short-Term Rentals
A. Purpose.

1. This Section provides standards to regulate short-term rentals where allowed by Chapter 2 (Zones and Allowable Uses). The intent of these requirements is to ensure short-term rentals are operated in a way that minimizes impacts on surrounding residential uses, provides basic life safety measures, and operate consistent with applicable sections of the Municipal Code.

2. This Section is not intended to provide any owner of a single-unit dwelling, multiunit dwelling, or mobile home with the right or privilege to violate any private conditions, covenants and restrictions applicable to the owner’s residence that may prohibit the use of an owner’s residence for short-term rental purposes as defined in this Section.

B. Applicability.

2. Short-term rental units shall only be allowed within a legally constructed singleunit dwelling, multi-unit dwelling, multi-unit dwellings within a mixed-use project, or mobile home as defined in Section 9.10.020, except short-term rentals shall be prohibited in the following types of dwellings: live-work units, caretaker residences, Single Room Occupancy Facilities (Section 4.10.200), Two-Unit Housing Development projects (Section 4.25.060), Urban Lot Splits (Section

8.160), and Aaccessory Ddwelling Uunits and Junior Accessory Dwelling Units (Section 4.10.015) unless exempt as specified in Subsection Q. Short-term rental permits shall be limited to the issuance of one permit per property or one permit per building when units share common walls within multi-unit dwellings or within a mixed-use project for all new permits issued after October 1, 2021.

3. Short-term rentals shall be prohibited in any residence subject to an affordable housing covenant or deed restriction imposed or required by the city.

4. Short-term rentals shall be prohibited in recreational vehicles, motor homes, travel trailers, truck campers, tent trailers, boats and other similar vehicles.

C. Permit Required.

1. No person shall rent, offer to rent, or advertise for rent a residential dwelling to another person or group for a short-term rental without a short-term rental permit approved and issued in a manner provided for by this Section, except as specified in Subsection P.

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2. A short-term rental permit must be renewed on an annual basis in order to remain valid. If a short-term rental permit is not renewed prior to its expiration date, it shall expire automatically. Under such conditions, the owner shall be required to apply for and obtain a new short-term rental permit, subject to the regulations and administrative rules in effect at the time an application is submitted.

3. Any proposed change to the permit conditions or material facts relating to the information contained in the permit application shall require the owner to submit a new short-term rental permit application.

4. A short-term rental permit is only valid for the address and owner on the shortterm rental permit. The short-term rental permit is non-transferable to another residential unit and any change in property ownership shall require a new shortterm rental permit application be submitted within 60 days.

5. A short-term rental permit shall be valid only for the number of bedrooms in existence at the time the short-term rental permit is issued. A short-term rental permit shall not authorize the use of any bedrooms in excess of those identified in the short-term rental permit. If additional bedrooms are added to the subject dwelling, a new short-term rental permit shall be required.

D. Application Requirements. The owner shall submit a short-term rental permit application, application submittal requirements, and fee approved in the City’s Master Fee Schedule.

E. Application Approval. The Community Development Director shall approve the short-term rental permit if the owner demonstrates compliance with this Section, agrees to abide by the short-term rental permit conditions, and a site inspection has verified compliance.

F. Permit Approval Notification. The City shall notify all property owners and occupants in writing within a 150-foot radius upon issuance of a short-term rental permit for a non-owner occupied short-term rental indicating the rental address, owner’s name, hotline contact information, and the maximum number of occupants allowed. No notification is required for owner-occupied short-term rentals.

G. Maximum Number. The maximum number of non-owner occupied STRs shall be 40 within the Coastal Zone area and 60 within the non-Coastal Zone area. There is no limit on the number of owner-occupied STRs in the city. STR permit applications shall be reviewed on a first-come, first-serve basis with a waiting list for new STR permits once all authorized STR permits are issued.

H. Permit and Operating Requirements. The owner shall be responsible to ensure that renters comply with all the requirements of this Section. The short-term rental shall comply with the following standards:

1. Maximum Occupancy of a Non-Owner Occupied Rental. The maximum occupancy permitted for a non-owner occupied short-term rental unit shall be limited to the following:

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Number of
Bedrooms
Maximum
Number of
Renters
Additional Daytime Guests
Allowed from 7:00 a.m. to 10:00
p.m.
0 (studio) 2 0
1 4 2
2 6 3
3 8 4
4 or more 10 5

2. Maximum Occupancy of an Owner-Occupied Rental. The maximum occupancy permitted for an owner-occupied short-term rental unit shall be limited to the following:

Number of
Bedrooms
Maximum
Number of
Renters
Additional Daytime Guests
Allowed from 7:00 a.m. to 10:00
p.m.
0 (studio) 2 No Limit
1 4 No Limit
2 6 No Limit
3 8 No Limit
4 or more 10 No Limit

3. Parking. The number of on-site parking spaces shall be provided as required by Development Code Section 3.50 Parking Regulations based on the type of residential unit, except that the required parking spaces may be in either a garage, carport or designated driveway with approved hardscape material.

Parking spaces shall meet the minimum dimensions required by Section 3.50.

Short-term rental parking shall also comply with the following:
a. If a garage is utilized as required parking, access shall be provided at all times the short-term rental is operational.
b. The property owner shall require the renters to utilize the designated on-site parking to the maximum extent feasible.
c. A site plan shall be provided to the guests indicating the location of the required on-site parking spaces and, if applicable, where parking is prohibited, such as within a common driveway. The site plan shall be posted in a conspicuous place on the inside of the premises near the front door at all times the unit is being rented.

4. Local Contact Person. Short-term rental units shall have a local contact person who is available 24-hours per day, seven days per week. The local contact person must be able to be present at the short-term rental within 4530 minutes of receiving a complaint at all times the short-term rental is operational. The contact information shall be submitted to the City when an application for permit is submitted and the owner shall immediately provide the city in writing of any change to the local contact person.

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5. Property Maintenance. The property shall be maintained in a neat and clean appearance at all times. The owner shall provide appropriate trash and recycling containers which must be stored in a location not visible from the street.

Containers shall be placed at the appropriate pick-up location weekly, no more than 24-hours prior to pick-up, and returned to storage no more than 12-hours after pickup.

6. Good Neighbor Brochure. The property owner shall require any renter to sign an agreement acknowledging they have been provided a copy of the City’s “Good Neighbor Brochure” and agree to comply with the regulations and the consequences for violating the regulations. If the rental is through a third party hosted by an on-line platform, the owner shall require the third party to provide an on-line link to the Good Neighbor Brochure and a mechanism by which a renter shall acknowledgement receipt of the Good Neighbor Brochure and agree to comply with the regulations and the consequences for violating the regulations.

7. Life Safety Measures. The following life safety measures shall be provided:
a. Smoke detectors in each bedroom and the hall leading to the bedrooms. b. Carbon monoxide detector.
c. Fire extinguisher in or near kitchen.
d. A site plan indicating the location of the electrical, gas and water shut-off locations.
e. If the residence has a fire sprinkler system, an annual inspection shall be made to ensure proper operation.

8. Posting Permit. The short-term rental permit shall be posted in a conspicuous place on the inside of the premises near the front door at all times the unit is being rented.

9. Noise and Conduct. The owner or the local contact person shall ensure that the renters and/or guests of the short-term rental do not create unreasonable noise or disturbances, engage in disorderly conduct, or violate any applicable law, rule or regulation pertaining to the use and occupancy of the short-term rental. No radio receiver, musical instrument, phonograph, compact disk player, loudspeaker, karaoke machine, sound amplifier, or any machine, device or equipment that produces or reproduces any sound shall be used outside or be audible from the outside of any short-term rental between the hours of 10:00 p.m. and 7:00 a.m. The renters and/or guests shall comply with the City’s Noise Ordinance at all times.

10. Signage. No on-site signage shall be allowed to advertise short-term rentals.

11. Advertising Requirements. All advertisements for short-term rentals shall include the city’s short-term rental permit number and the maximum permitted overnight occupancy as stated on the approved short-term rental permit.

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12. Payment of Transient Occupancy Tax. The owner shall pay the transient occupancy tax in compliance with Municipal Code Article X Chapter 6 and the Administrative Rules. Payment of transient occupancy tax shall be required upon the effective date of the ordinance. The owner may submit payment of the transient occupancy tax directly to the City or make payment through a shortterm rental platform that has a current agreement with the City.

13. Business Tax Certificate. The owner of a short-term rental that has an active short-term rental permit shall have a valid Business Tax Certificate at all times.

14. Minimum Stay Requirement. All non-owner occupied permits shall have a minimum of 12 overnight stays during the permit year, as defined by the Administrative rules. Any permittees not meeting this requirement shall not be eligible for permit renewal.

15. Compliance with laws. The owner shall ensure that the short-term rental is operated in a manner that complies with all applicable federal, state and local laws, rules and regulations and private governing documents, including, without limitation, conditions, covenants and restrictions (“CC&Rs”) that are valid and enforceable pursuant to the Davis-Stirling Common Interest Development Act, as set forth in California Civil Code Section 4000 et seq., pertaining to the use and occupancy of the short-term rental.

16. Additional conditions or requirements may be required as determined by the Community Development Director to achieve the purpose and intent of this Section.

I. Rental Agreements. The owner shall enter into a written rental agreement with the renter of any short-term rental property, or shall enter into an agreement provided by a third-party rental agency, or hosted on-line platform, which agreement shall, at a minimum, include the following:

1. The name, address, mobile phone, and email address of the renter.

2. The terms and conditions of the rental agreement, including occupancy limits.

3. Acknowledgment by the renter that he or she is legally responsible for compliance by all renters and any guests of the short-term rental with the requirements of this Section and the terms of the rental agreement.

4. Acknowledgment by the renter they have reviewed the Good Neighbor Brochure as specified in Subsection H.6.

5. Acknowledgment and agreement that the City may inspect the short-term rental property for cause upon 24-hour notice.

J. Owner Responsibilities. An owner may authorize an agent to comply with the requirements of this Section on behalf of the owner. However, the owner shall not be relieved from any personal responsibility and personal liability for noncompliance with any applicable law, rule or regulation pertaining to the use and rental of the shortterm rental, regardless of whether such noncompliance was committed by the February 1, 2024 Page 5
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owner’s authorized agent, local contact person, renter or guest of the short-term rental.

K. Violations.

1. Notice of Violation. The City may issue a notice of violation to the owner, local contact person, renters, or guests pursuant to Municipal Code Article I, Chapter 4, if a violation of this Section is committed, caused or maintained by any of the above parties.

2. Responding to Hotline. The City may issue a notice of violation to the owner if the local contact person fails to respond when contacted by the hotline.

3. Administrative Citation. The City may issue administrative citations to the owner, local contact person, renters, or guests pursuant to Municipal Code Article I, Chapter 4, if a violation of this Section is committed, caused or maintained by any of the above parties. Unless otherwise provided herein, any person issued an administrative citation pursuant to this Section shall for each separate violation be subject to those fines consistent with the Grover Beach Master Fee Schedule.

4. Penalties. It is unlawful to violate any provision of this Section 4.10.185 of Chapter 4 of Article IX. Violations of this Section are punishable as misdemeanors. Violations of this Section may alternatively be punished as administrative violations as provided in Chapters 1 and 4 of Article I. Any administrative or criminal penalties imposed in accordance with this Section shall be consistent with those penalties and fines enumerated in the Grover Beach Master Fee Schedule. Each separate day or rental night in which a violation exist may be considered a separate violation whether for administrative citations or as a misdemeanor.

5. Additional Conditions. A violation of any provision of this Section by the owner, local contact person, renters, or guests shall authorize the Community Development Director, to impose additional conditions on the use of any given short-term rental to ensure that any potential additional violations are avoided.

6. Permit Modification, Suspension and Revocation. Unless otherwise provided in this Section, a violation of any provision of this Section by the owner, local contact person, renters, or guests shall constitute grounds for modification, suspension and/or revocation of the short-term rental permit and/or any affiliated licenses or permits.

7. Public Nuisance. It shall be a public nuisance for any person to commit, cause or maintain a violation of this Section.

L. Permit Revocation. A short-term rental permit may be revoked under any of the following conditions:

1. The City issues three or more violations related to the operation of the short-term rental within any two-year period.

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2. The short-term rental is found to be noncompliant with any portion of this Section, the Administrative Rules, or the short-term rental permit conditions.

3. Abandonment of the use for a period of 12 months or more (demonstrated by a lack of payment of transient occupancy taxes).

4. Failure to pay a citation related to operation of a short-term rental within 15 days of issuance.

5. The owner provided materially false or misleading information in any submittal required by this Section.

6. Any instance of transient occupancy tax fraud or transient occupancy tax delinquency of more than three months.

7. Credible evidence is presented to the City, after issuance of a short-term rental permit, that there are private governing documents, including, without limitation, conditions, covenants and restrictions (“CC&Rs”) that are valid and enforceable pursuant to the Davis-Stirling Common Interest Development Act, as set forth in California Civil Code Section 4000 et seq., which prohibit the use of the dwelling for short-term rental purposes, as defined in this Section, the owner shall have thirty days after being notified of receipt of such evidence by the city to provide written authorization from the owner’s homeowner association that allows the owner to continue to use the owner’s property for short-term rental purposes until expiration of the current short-term rental permit. If no such written authorization is provided as set forth herein, the owner’s short-term rental permit shall be summarily revoked.

8. A permanent ban on the rental of the subject short-term rental pursuant to an order issued by a court of competent jurisdiction.

9. If the subject property lacks no longer provides adequate onsite parking, as required and set forth in Subsection H.3., or changes to the property have occurred that would impedesprevent ingress and/or egress access to the subject property or adjacent properties.

M. Permit Revocation Process. If a short-term rental permit is revoked, the following applies:

1. The Community Development Director shall notify the property owner in writing that the short-term rental permit has been revoked and specify the reasons for the revocation.

2. A property that has a short-term rental permit revoked cannot reapply for a period of two years.

3. Notification shall be sent to all owners and occupants within 150 feet of the subject short-term rental of any revocation.

4. A decision by the Community Development Director to revoke a short-term rental permit is appealable to the Planning Commission as specified in Section 7.20 Appeals.

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N. Denial of Permit. A short-term rental permit may be denied for the following reasons:

1. At the time the short-term rental permit application or annual permit renewal is submitted, the short-term rental property has an active code violation related to structures, land use or life safety issues.

2. The owner has had a prior short-term rental permit suspended or revoked, or has been cited for violating any provision of this Section or the Municipal Code related to the use or maintenance of the property of the short-term rental in the prior two years.

3. Failure to make transient occupancy tax payments in accordance with Municipal Code Article X, Chapter 6 or the Administrative Rules.

4. There is credible evidence that there are any private governing documents, including, without limitation, conditions, covenants and restrictions (“CC&Rs”) that are valid and enforceable pursuant to the Davis-Stirling Common Interest Development Act, as set forth in California Civil Code Section 4000 et seq., which prohibit the use of such owner’s single-unit dwelling, multi-unit dwelling, or mobile home for short-term rental purposes as defined in this Section.

5. If the subject property lacks adequate onsite parking, or impedes ingress and/or egress access to the subject property or adjacent properties.

6. The owner fails to provide any of the required application information, renewal requirements, or demonstrate compliance with the requirements of this Section or the Administrative Rules.

O. Administrative Rules. The City Manager, or designee, shall have the authority to establish administrative rules and regulations consistent with the provisions of this Section for the purpose of interpreting, clarifying, carrying out, furthering, and enforcing the requirements and the provisions of this Section, and establishing procedures for complaints. A copy of such administrative rules and regulations shall be on file in the office of the city clerk and posted on the city's website.

P. Effect of Ordinance on ExistingNon-Compliant Short-Term Rentals. Short-Term Rentals with a valid permit, issued prior to any amendments to this Section, shall continue to be operated consistent with the original approval, however, renewal of any existing Short-Term Rental Permit shall only be allowed if the Short-Term Rental meets all applicable requirements of this Section at the time of renewal. All owners advertising or operating a short-term rental property on the effective date of the ordinance enacting this Section shall have 60 days from the effective date to submit a short-term rental permit application in compliance with this Section. Failure to submit a short-term rental permit application in compliance with this Section shall result in the owner not being eligible to apply for a short-term rental permit or be authorized to operate a short-term rental for a six-month period after the expiration of the 60 day application period.

Q. Effect of Ordinance on Existing or Proposed Accessory Dwelling Units.

Accessory dwelling units and second residential dwellings that are existing, under February 1, 2024 Page 8
DRAFT
construction, or in building plan review prior to September 11, 2020 may be used as a short-term rental. Short-Term Rental Permits that have been issued for a ShortTerm Rental within an Accessory Dwelling Unit, Junior Accessory Dwelling Unit, or residential development project established under the HOME Act (Government Code Section 65852.21 and 66411.7), shall be considered non-compliant ShortTerm Rentals. Notwithstanding their designation as a non-compliant Short-Term Rental, any Short-Term Rental permitted within any residence described herein shall not be eligible for renewal.

R. Definitions. Definitions for this Section are in Development Code Section 9.10.050.

9.10.050 Short-Term Rental Definitions
“Local Contact Person” means the person designated on the short-term rental permit who shall be available 24-hours a day, seven days a week for the purpose of responding inperson to the short-term rental site within 4530 minutes of receiving a complaint regarding the condition, operation, or conduct of guests and is authorized by the owner to take remedial action and who responds to violations.

February 1, 2024 Page 9
Attachment 4
City of Grover Beach │ Short-Term Rental Administrative Rules March 2024 Update http://str.groverbeach.org Page i
Table of Contents
Introduction ..................................................................................................................................................1 Number of STRs Allowed ..............................................................................................................................1 Key Dates and Deadlines...............................................................................................................................2 Permit Application ........................................................................................................................................2 Review & Approval Process ..........................................................................................................................3 Permit Denials...............................................................................................................................................4 Waitlist..........................................................................................................................................................5 Renewals.......................................................................................................................................................5 Revocation of Permit ....................................................................................................................................5 Payment of TOT/TMD Taxes.........................................................................................................................5 Operator Regulations....................................................................................................................................9 Violations ....................................................................................................................................................10 Glossary.......................................................................................................................................................12 Appendix
Appendix A TOT / TMD Submittal Form
Appendix B TOT / TMD Exception Form
Appendix C Owner-Occupied Self Certification Form
Appendix D Non-Owner-Occupied Inspection Checklist
City of Grover Beach │ Short-Term Rentals Administrative Rules March 2024 Update http://str.groverbeach.org Page 1
Introduction
The City Council adopted a Short-Term Rental (STR) ordinance on June 17, 2019, that established a permitting process for all STRs and regulations for all STRs operating in the City. Ordinance 19-04 is codified in the Grover Beach Municipal Code (GBMC) Article IX Development Code Chapter 4 Section

4.10.185. The Ordinance authorizes the City Manager to establish Administrative Rules and Regulation consistent with the Ordinance for the purpose of interpreting, clarifying, carrying out, furthering, and enforcing the requirements of the Ordinance.

Number of STRs Allowed
The Development Code establishes a maximum number of STRs for non-owner-occupied units (Development Code Section 4.10.185.G). A maximum of 40 non-owner-occupied STRs will be allowed on properties within the Coastal Zone. A maximum of 60 non-owner-occupied STRs will be allowed on properties outside of the Coastal Zone. There is no limit for the number of STR permits issued for owneroccupied units. Permits will be issued on a first come, first serve basis. 60 STRs
40 STRs
Figure 1 – City Map: Maximum Number of Non-Owner-Occupied STRs City of Grover Beach │ Short-Term Rentals Administrative Rules March 2023 Update http://str.groverbeach.org Page 2
Key Dates and Deadlines
The following table sets forth key dates and deadlines for the City’s STR regulations.

Key Dates and Deadlines
December 31 of each year Business Tax Certificate renewals are due (sent via us mail by Administrative Services Department)
July 1- July 31 STR Permit Renewal Applications period. Renewals completed online only at https://www.grover.org/345/Short-Term-Rentals.

July 31 of each year Final day to apply for a renewal. If a renewal application is not received by July 31, the permit may be revoked
August 1 to July 31 Permits are valid from August 1 to July 31 of the next year (i.e. August 1, 2021 to July 31, 2022).

Permit Application
An application must be completed on-line at https://secure.hostcompliance.com/grover-beachca/permit-registration/welcome with all the required information and submitted with a fee approved in the City’s Master Fee Schedule. The City will review all information submitted, including a review of City building permits to ensure floor plans and site plans are in compliance with City records. If as part of the application review process it is determined that construction occurred at the residence without a valid building permit issued by the City, a code enforcement investigation will be opened and your STR application will be denied until building permits have been issued and the work is completed. Applications will be rejected if an open building permit is on file for the property. The following items are required to be submitted for an STR application.

A. Applicant Name – This is the name of the property owner. If you are a renter, the landlord’s name must appear on this line and match property records. A permit will be issued to the property owner.

B. Property Address – This is the address of the property. This must match property records maintained by the City.

C. Assessor’s Parcel Number – The is a property identification number issued by San Luis Obispo County Assessor’s Office. This number may be obtained by visiting either the County Assessor’s website https://www.slocounty.ca.gov/Departments/Assessor/Services/Property-Information-Search.aspx or the City’s Zoning information website:
https://www.google.com/maps/d/viewer?mid=1oxe-GE-bg8RPy7- FmIGbYTaoAjpyawT3&ll=35.12985372392944%2C-120.62230030638129&z=18 D. Mailing Address – This is a mailing address where forms and other communications are to be sent. If this is the same as the property address type “same as property.” E. Applicant Contact Number – This is a phone number to contact either the property owner or the authorized agent such as a property manager or renter. It is recommended this number be a mobile phone number.

F. Applicant Email Address – This is an email to contact either the property owner or the authorized agent such as a property manager or renter.

G. Application Fee. An application fee is due at the time of permit registration. This fee covers the cost of City staff time and the City’s third-party vendor that accepts the application, monitors the hotline, City of Grover Beach │ Short-Term Rentals Administrative Rules March 2024 Update http://str.groverbeach.org Page 3
and performs other assigned contractual tasks. The application fee can change annually and is in the City’s Master Fee Schedule. The fee is not pro-rated at the time of permit registration. The third-party vendor may charge a separate fee for credit card and Automated Clearing House (ACH) payments directly from a checking account.

H. Owner-Occupied - The owner resides on the property during the time a renter occupiesthe residence, between the hours of 10:00 p.m. to 7:00 a.m. To be considered an owner-occupied STR, you must submit a property tax bill that shows the “homeowner” exemption. A maximum of 30 days total, is permitted, per permit year (July 1-June 30), to maintain owner-occupied status. In no instance can an owner-occupied permit holder utilize an on-site camper, RV, or stay in a tent, on the property to qualify for an owner-occupied permit.

I. Non-Owner-Occupied – The owner or entity does not reside permanently at the property and rents their entire home and is not present during the duration of the stay.

J. Local Contact – All STRs must provide a local contact person who is available 24-hours a day seven (7) days per week and must be located within a 45-minute drive of the short-term rental property. The local contact must respond to a complaint within 30 minutes and be able to be present at the nonowner-occupied dwelling within 45 minutes, if necessary. Typically for owner-occupied units, this is the owner, but may also include a secondary contact that is located within 45-minutes of the shortterm rental property. City staff will contact the local contact person prior to permit issuance and renewal to verify their role.

K. Site Plan – A site plan showing the location of the residence, all buildings, and setbacks from property lines. An example of this is available at http://www.grover.org/DocumentCenter/View/8811/SitePlan-Example-GB?bidId. Site Plan must indicate the location of parking, electrical meter, gas meter shutoff, and water shutoff valve. This site plan needs to be to scale (i.e. 1 inch = 10 feet).

L. Floor Plan – A plan showing the entire floor plan (including all stories) of your residence must be included. Please indicate the location of the following: proposed room(s) to be used for short-term rentals, if using the entire house, indicate entire house, location of all smoke detectors, carbon monoxide detector(s), fire extinguisher within kitchen. Plans are to be completed to scale (i.e. 1 inch = 10 feet). An example is available at:
http://www.grover.org/DocumentCenter/View/8812/Floor-Plan-Example-GB?bidId=.

M. Grant Deed – A grant deed is required for any short-term rental permit owned by a property for less than a year, and/or does not match City property records.

N. CC&Rs/HOA – These are required if your property was developed as a planned unit development (PUD), or your property is part of a Homeowners Association or has recorded Covenants, Conditions, and Restrictions. A copy of these restrictions are typically included with your deed or escrow papers.

If you need to obtain additional copies, you will need to visit the San Luis Obispo County Recorder’s Office.

O. Authorized Agent Form – This form is required if an application is being submitted by a property manager or renter with authorization from a landlord. This form is not required if you will be managing your own property. The form can be accessed at:
http://grover.org/DocumentCenter/View/6732.

Review & Approval Process
Non-Owner-Occupied Inspection. After a review of the initial application submittal, an inspection is required for all non-owner-occupied units prior to approval of an STR permit. An inspection checklist can City of Grover Beach │ Short-Term Rentals Administrative Rules March 2023 Update http://str.groverbeach.org Page 4
be accessed at http://www.grover.org/DocumentCenter/View/8893/Non-Owner-Occupied-InspectionChecklist?bidId=.

Owner-occupied Self-Certification. STRs must complete a self-certification checklist and submit this with their application. This checklist is included in the appendix for both owner and non-owner-occupied units and can be accessed here:
http://www.grover.org/DocumentCenter/View/8894.

Notification. City staff shall notify all property owners and occupants in writing within a 150-foot radius for a non-owner-occupied STR following approval of the STR permit. The information provided will include the rental address, the owner’s name, 24-hour phone number for complaints, and the maximum number of occupants. No notification is required for owner-occupied STRs.

Approval. After review of an STR application and inspection completed for non-owner-occupied STRs, the Community Development Director, or their designee shall approve a short-term rental permit if the owner/operator demonstrates compliance with the STR ordinance. In no instance shall an STR operator advertise or complete stays without a valid STR permit. STR permits shall be limited to the issuance of one permit per property or one permit per building when units share common walls within multi-unit dwellings or within a mixed-use project for all new permits issued after October 1, 2021.

Issuance of Certificate. A certificate will be issued via email to the applicant’s email, as provided in the application. This certificate will include the owner’s name, permit number, and date of approval. Permits shall be issued to the owner only. If a permittee does not receive their certificate, they should email city staff at [email protected] and request a copy. It is the responsibility of the permittee to transmit this certificate to their property manager.

Business Tax Certificate. A Business Tax Certificate (BTC) is required along with an STR permit. An STR operator shall pay the minimum BTC amount. BTC’s are not pro-rated for operations associated with an STR. BTC’s must be renewed on or before December 31 of each calendar year. BTC fees are separate from STR fees and TOT/TMD taxes. Renewals shall be remitted to the Administrative Services Department.

Permit Denials
An STR permit or renewal may be denied for the following reasons:

A. Code Violations or Life Safety Issues – At the time the short-term rental permit application or annual permit renewal is submitted, the short-term rental property has an active code violation related to structures, land use or life safety issues, including but not limited to illegal structures, conversion of space without a building permit, illegal room additions, etc.

B. Suspension or Revocation – The operator has had a prior short-term rental permit suspended or revoked or has been cited for violating any provision of this Section or the Municipal Code related to the use or maintenance of the property of the short-term rental in the prior two years.

C. CC&R Prohibition –If there is credible evidence that any private governing documents, including but not limited to, conditions, covenants and restrictions (“CC&Rs”) that are valid and enforceable pursuant to the Davis-Stirling Common Interest Development Act, as set forth in California Civil Code Section 4000 et seq., which prohibit the use of such owner’s single-family dwelling, multi-family dwelling, or mobile home for use as an STR.

City of Grover Beach │ Short-Term Rentals Administrative Rules March 2024 Update http://str.groverbeach.org Page 5
D. Lack of On-site Parking – The subject property lacks adequate on-site parking or impedes ingress and/or egress access to the subject property or adjacent properties.

E. Failure to Provide Information – The applicant/operator fails to provide any of the required application information or demonstrate compliance with the requirements of Development Code Section 4.10.185 or the Administrative Rules, which includes any additional information requested of City staff during the initial review period of a permit.

Waitlist
Upon reaching the maximum number of non-owner-occupied STR permits issued, the City will establish a wait list. If a permit is not renewed, or a permit is revoked, staff will notify the waitlist applicant of availability and the waitlist applicant will have fifteen (15) calendar days to submit an application. The wait list form can be found here: https://forms.office.com/g/WAy6Y0pwrR . Applicants on the wait list should provide contact information including an up-to-date mailing address, email address, and phone number.

A. A waitlist applicant may be allowed one (1) “pass” and remain at their current position on the waitlist.

Should the waitlist applicant be ineligible or “pass” at their next opportunity, they will be removed from the waitlist and required to reapply to be on the waitlist.

B. Only one residence per applicant shall be allowed on the waitlist at any given time.

C. To be eligible for the waitlist, the property must contain a legal established qualifying residence.

Renewals
All STR permits shall expire on July 31st of each calendar year. Renewal notices will be sent via the applicant’s email provided on or before July 1st of each year. The permit holder shall submit the STR renewal fee as shown on the City’s Master Fee Schedule, along with required application submittal materials. Any STR permit not renewed on or before August 1st of each calendar year shall be considered expired and will need to re-submitted as a new STR permit. If there is a wait list, the permittee will be placed on this list.

Revocation of Permit
Revocation of a STR permit shall be consistent with Development Code Section 4.10.185.L and M.

Payment of TOT/TMD Taxes
All STR operators must comply with the requirements, procedures, and schedule set forth in Article X, Chapter 6 of the GBMC regarding remittance of the Transient Occupancy Tax (TOT) and Tourism Marketing District (TMD) taxes to the City.

A. TOT / TMD Tax Rates. As of July 1, 2020, the Transient Occupancy Tax (TOT) is 12%. The tax rate for Tourism Marketing District (TMD) is 1.5%.

B. Payment Due. Payment of TOT/TMD taxes are due on or before the last day of the month following the reporting period (i.e., June reporting period, due on July 31). Postmarks are not accepted C. Payment. Payment of TOT/TMD may be made online only at https://str.groverbeach.org, through electronic check or credit card / debit card, by clicking on the link “Make TOT Payments” or clicking this direct link: https://secure.hostcompliance.com/grover-beach-ca/remit/registration_number.

Payments are the responsibility of the permittee. Platforms such as Airbnb, VRBO, etc. do not remit these taxes to the City; therefore, it is the permittee’s responsibility to ensure payments are made.

City of Grover Beach │ Short-Term Rentals Administrative Rules March 2023 Update http://str.groverbeach.org Page 6
D. Penalties. Penalties are due consistent with Article X, Chapter 6 of the GBMC.

E. Exception. Exceptions to payments of TOT/TMD shall be consistent with Article X, Chapter 6 of the GBMC and shall include proper documentation.

Operator Regulations
The following are regulations and clarifications for short-term rental operators. These regulations will be updated periodically for clarification of situations that may develop based on the implementation of the STR regulations within the City.

A. STR Requirements.

1. Owner-Occupied. The following are requirements that shall be adhered to qualify for an owneroccupied STR permit. If you do not meet these regulations, an STR permit shall be submitted as a non-owner-occupied STR.
a. During Stays. An owner must be in the residence or in another residence on the property during the time of a stay during the hours of 10:00 p.m. to 7:00 a.m. b. Property Verification. At the time of application, an owner must submit their property tax bill issued by the San Luis Obispo County Assessor’s office. This tax bill must contain the “homeowners exemption” line.
c. Maximum Number of Overnight Stays. A maximum of 30 days total, is permitted, per permit year (July 1-June 30), to maintain owner-occupied status. d. Multiple Units on a Property. An owner-occupied STR permit may be issued for a maximum of one unit when there are multiple units on the property. In no instance can an STR permit be issued for an ADU. A non-owner-occupied permit may be issued for the primary unit when a new ADU is constructed, and the owner occupies the ADU.

2. Non-Owner Occupied. The following are requirements that shall be adhered to in order to qualify for a non-owner-occupied STR permit.
a. Minimum Number of Overnight Stays to Maintain Valid Permit. All permits shall have a minimum of 12 overnight stays during the permit year, July 1 through June 30. If an owner does not comply with the minimum number of 12 stays, the permit will be revoked. b. Multiple Units on a Property. A non-owner-occupied STR permit shall be limited to the following:
i. Single-family residences. Lots with a legally permitted single-family residence, except as described in subsection 2 and 4 below).
ii. Multifamily residential development on a single lot (e.g., apartments). STR permit issuance, shall be limited to one (1) unit per building when units share common walls., except as described in subsection 2 and 4 below).

3. Use of Accessory Dwelling Units. An accessory dwelling unit (ADU) shall not be used as a STR.

4. Dwellings subject to the HOME Act. In no instance can an STR permit be issued for any dwelling associated with a property established under the HOME Act (Government Code 65852.21 or 66411.7).

5. Use of Tiny Homes. Tiny homes on Wheels shall be prohibited from use as a short-term rental.

City of Grover Beach │ Short-Term Rentals Administrative Rules March 2024 Update http://str.groverbeach.org Page 7
B. Rental Unit Requirements. The following are requirements for all rental units or rooms that are to be occupied by guests.

1. Property maintenance. The property is well maintained and clean appearance and is consistent with the submitted site plan.

2. Legible Street Address. The property’s street address numbers are clearly visible from the street using 4-inch numbers and contrast to the color of the mounting surface.

3. Trash / Recycling. Appropriate trash and recycling containers are not visible from the street and accessible to the renter.

4. Exterior Gates. Exterior gates leading to and from the front, side, and/or back yards are not padlocked and can be used in case of an emergency.

5. Required Parking Location and Surfaces. All residences must meet the minimum parking requirements in Development Code Section 3.50. Surface parking spaces must be a minimum of 9 feet by 18 feet located on an approved hardscape material (Section 4.10.185.H.3). Hardscape materials shall include concrete, asphalt, pavers, gravel base and other acceptable materials as determined by the City Manager. Hardscape materials do not include lawn, landscape areas, dirt, or mulch. Parking spaces shall not block existing sidewalks or if no sidewalk exists, the parking spaces shall not be within the future location of the public sidewalk. If you have questions about the location of future sidewalks, please contact the City’s Public Works Department at (805) 473- 4530.

6. Emergency Map. An emergency exit map is posted in an area visible to the renter that illustrates how to exit the property in the event of an emergency.

7. Hallway / Exit Doors. Hallway and exit doors are operational and not obstructed.

8. Double Keys Dead Bolt. Doubled-keyed dead bolt locks are prohibited on all exit doors and must not be present.

9. Minimum Sleeping Room Size. Bedrooms or sleeping rooms occupied by renters shall be a minimum of 7 feet in all directions and not less than 70 square feet in area and have an egress window and door.

10. Carbon Monoxide Detector. All STRs shall have a minimum of one carbon monoxide detector with AC power and a battery back-up. This is to be located either in the common room for a residential unit.

11. Smoke Detector. Smoke detectors shall be operational at all times. Smoke detectors shall be either DC (direct current) with a 10-year battery life or AC (alternating current) with a battery back-up.

There shall be a smoke detector located in each bedroom rented as a STR and the hall leading to the bedroom(s). If a living room or sleeping couch is utilized, a smoke detector must also be in place in that area.

12. Fire Extinguisher. All STRs shall one fire extinguisher located in or near the kitchen.

13. Fire Sprinklers. Residences with existing fire sprinkler systems shall have an annual fire sprinkler system inspection indicating the system has “passed”. An STR Permit cannot be issued until an inspection has been performed and passed. Any required repairs shall be performed by a licensed C-16 fire sprinkler contractor prior to issuance of an STR permit.

14. Placement of Permit. The owner/operator shall post the City issued STR permit in a location visible to guests.

City of Grover Beach │ Short-Term Rentals Administrative Rules March 2023 Update http://str.groverbeach.org Page 8

15. Good Neighbor Brochure. The owner/operator shall provide the responsible party with the City’s good neighbor brochure either by hardcopy or a link to the City’s website. This link should be included in any “rules” established by the owner/operator.

C. Advertising. The following are requirements to be placed on listing for all platforms and advertisements for STRs.

1. Permit Number. All STR advertisements shall include “Grover Beach STR Permit _____”. This information shall be located in the platform rental summary near the top of the advertisement printed in the same size font as the largest font used in the summary.

2. Maximum Number of Occupants. All STR advertisements shall also include the maximum number of permitted overnight occupants which shall be equal to or less than the maximum number of occupants on the approved STR Permit.

3. Temporary/Permanent Signage. All owners/operators shall not place any signage on the property indicating the use of the property as a short-term rental for safety of guests and owner/operators.

D. Responsible Party. As a part of an STR stay or rental, a responsible party must be designated. The responsible party is the person that signs the STR contract, either through a physical form or through a hosting platform. The responsible person is responsible for ensuring all guests and occupants comply with the STR regulations at all times.

E. Local Contact Person. A non-owner-occupied STR permit must include a local contact person. The local contact shall respond to a complaint within 30 minutes and be present at the STR within 45-minutes of receiving a complaint at all times. An owner-occupied unit must include a secondary local contact person at the time of application, if the owner will utilize the entire home rental exception in Section

8.A.5.

1. Verification. City staff will verify the address provided for the local contact person(s) meets the 45-minute response time by calculating the travel time from the local contact person’s address to the address of the STR using Google Maps, or similar mapping program, for a Saturday at 8:00 p.m. to determine travel time.

2. Phone Number. Local contact shall provide a phone number to be contacted by City Staff, or contracted third party. A toll-free number or answering service is acceptable, provided that the local contact responds to complaints as outline in this section.

3. Travel Time outside of 45 minutes. If city staff determines that the local contact person is outside the 45-minute response travel time, the applicant must choose a new local contact person that meets the minimum criteria. No permit will be issued without a local contact person that meets these criteria.

4. Response to Complaints. The local contact person shall have 30 minutes to respond to a complaint that is logged by the City’s contracted third-party vendor, or the City Police Department. If a telephonic message, text, or email is left or sent by either the third party vendor, or the City Police Department, the local contact shall respond by either calling the renters or going to the rental within 45 minutes of receiving this message.

5. Follow-up. The local contact shall reply to the City’s third-party vendor, and email city staff at [email protected] within 24 hours of the complaint and include the following:
a. Acknowledgement of the complaint received
b. Resolution of complaint
City of Grover Beach │ Short-Term Rentals Administrative Rules March 2024 Update http://str.groverbeach.org Page 9

6. Change in local contact. Permittee shall notify city staff within 24 hours of a change to the designated local contact and provide the following: name, address, email, and telephone number.

F. Hotline/Complaints. The City shall establish and maintain a non-emergency 24-hour hotline telephone number and electronic messaging system for the express purpose of receiving complaints regarding the operation of any short-term rental property and will forward those complaints to the local contact person for immediate resolution of the complaint, and/or, if necessary, to the Grover Beach Police Department if the complaint has not been resolved within 30 minutes of the initial call to the hotline, consistent with GBMC Article I, Chapter 4.

1. Information Collected. The hotline shall maintain a record of complaints received that include the following information:
a. Date and time of complaint;
b. Nature of complaint;
c. Address of the short-term rental property that is the subject of the complaint; d. Complainant’s name, address and contact information; e. Actions taken by the hotline attendant in response to the complaint including, but not limited to: persons contacted, including law enforcement, if applicable, and date and time of actions taken in response to complaint; and
f. Corrective action taken by the local contact person in response to complaint.

2. Duration of Registered Complaint. All complaints shall be kept for a maximum of three (3) years from the date the complaint was received.

3. Notification. The owner/operator shall receive a copy of the complaint received through electronic communications (i.e., email).

G. Inspections. For non-owner-occupied units, an inspection shall be completed by city staff prior to issuance of an STR permit to verify the application materials and ensure the STR requirements have been met. A copy of the Non-Owner-Occupied Inspection Checklist is available as a part of the appendix. For owner-occupied STR units, a self-certification inspection is required and needs to be submitted concurrently with an STR application. A copy of the Owner-Occupied Self Certification Checklist is included as a part of the appendix.

City staff may inspect any STR if there is “good cause” for potential violations including but not limited to hotline complaints, code enforcement complaints, notifications from hosting platforms of potential violations, etc. City staff shall notify the owner/operator of an inspection and the owner/operator shall allow an inspection within 72-hours of the notification. A notice of violation may be issued if violations are found.

Transfer/Change in Ownership.

If the title changes from a person a living trust, where the owners are named as the trustees, notification to the City is required but a new application is not required.

If a STR permit was revoked or suspended and a new STR application is submitted indicating a change of ownership, all previous owners shall be prohibited from being part of the new ownership and the new STR application cannot include a spouse or other immediate family member (e.g., siblings, children, parents, grandparents), a change to ownership percentage, name change, or transfer to spouse or other family member (e.g., siblings, children, parents, grandparents). The City Manager may request additional City of Grover Beach │ Short-Term Rentals Administrative Rules March 2023 Update http://str.groverbeach.org Page 10
ownership documents and information to ascertain if the change in ownership is an attempt to allow the STR to be operated by another family member. The City Manager in his independent judgement may deny the new STR permit based on the determination that the new ownership is not a complete change in ownership.

In no event may a permit be transferred when a property is purchased. New owners must apply for a separate permit, and submit all required documents, and fees, etc. If there are no permits available, the new property owner may submit a form to be placed on the waitlist.

Violations
Notice of Violations shall be issued to operators of Short-Term Rentals based on the following rules.

A. Advertising without a STR Permit number listed. All permitted short-term rentals must include their STR number in all advertisements or may result in a violation as follows:

1. A Notice of Violation letter or email will be sent to operators / permittees, providing 14-days to update listings with required information.

2. If the violation remains after 14 days, a follow-up letter / email will be provided to come into compliance, within 7 days.

3. If the violation remains, or another violation is found within 90 days, a citation may be issued.

B. Disturbance of the peace violation. A police report is taken for disturbing the peace with a renter / guest staying at an STR shall result in a violation as follows:

1. 1st Violation within 90 days. A citation may be issued.

2. 2nd Violation within 90 days. A citation may be issued.

3. 3rd Violation within 90 day is cause for permit revocation consistent with Development Code Section 4.10.185.L.

C. Failure to Remit Required Taxes. Taxes are required to be remitted, or reported each month, even if no stays are completed. Failure to pay taxes in a timely manner shall result in the following:

1. Fines shall be levied consistent with GBMC Article X, Chapter 6.

2. Failure to Make Payments – If TOT or TDM taxes are not remitted in accordance with GBMC Article X, Chapter 6 after 90 days this shall be cause for permit revocation consistent with Development Code Section 4.10.185.L
D. Failure of Local Contact to Respond. A local contact shall respond to a call from the City’s third-party vendor within 30 minutes as required by Section 8.C.3. If a local contact does not respond to this phone call as required by Section 8.C.3, this shall result in a violation as follows:

1. First violation, a letter / email will be issued by City staff warning the permittee and the local contact to respond to all calls within 30 minutes.

2. 2nd Violation within 90 days, a citation may be issued

3. 3rd Violation within 90 days, a 2nd citation may be issued

4. 4th Violation within 90 days is cause for permit revocation consistent with Development Code Section 4.10.185.L.

City of Grover Beach │ Short-Term Rentals Administrative Rules March 2024 Update http://str.groverbeach.org Page 11

5. One violation is considered a call between a 48-hour period (i.e. multiple calls on a weekend is considered one violation).

E. Occupancy Limit Violation. Hosting renters beyond the allowed limit of your permit occupancy shall result in a violation as follows:

1. First Violation. A letter shall be sent to the property owner informing them of the violation.

Property owner must ensure total number of guests match their allowed occupancy. If there is a police report taken this may be waived to an citation.

2. 2nd Violation. A citation may be issued. A violation is considered a documented stay identified by the City’s 3rd party vendor within 90 days.

3. 3rd Violation. A citation may be issued. A violation is considered a 2nd documented stay identified by the City’s 3rd party vendor within 90 days.

F. Operation of a Short-Term Rental without a Permit. It is illegal to operate a short-term rental without a valid permit. Operations without a STR Permit shall result in the issuance of a Notice of Violation as follows:

1. First Violation. A letter shall be sent to the property owner informing them of the violation and 14 days to comply with either submittal for a permit or removal of the advertisement.

2. 2nd Violation. A citation may be issued. A violation is considered a documented stay identified by the City’s third party vendor within one year.

3. 3rd Violation. A citation may be issued. A violation is considered a second documented stay identified by the City’s third party vendor within one year.

4. Code enforcement case to be referred to the City Attorney.

G. Noise Violations. No music, musical instrument, phonograph, compact disk player, loudspeaker, karaoke machine, sound amplifier, or any machine, device or equipment that produces or reproduces any sound shall be used outside or be audible from the outside of any short-term rental between the hours of 10:00 p.m. and 7:00 a.m. and the operation of a Short-Term Rental shall be in compliance with the City’s Noise Ordinance at all times. Failure to comply with the above shall result in a violation as follows:

1. First Violation. A copy of a signed sworn statement by the responding officer along with a warning letter shall be provided to the permittee and local contact.

2. 2nd Violation within 90 days, a citation may be issued.

3. 3rdViolation within 90 days, a citation may be issued.

4. 4th Violation within 90 days is cause for permit revocation consistent with Development Code Section 4.10.185.L.

5. One violation is considered a call between a 48-hour period (i.e. multiple calls on a weekend is considered one violation).

H. Trash Violations.

1. 1st Violation. A warning letter / email will be sent to the permittee and or local contact. Trash cans shall be removed from the right-of-way within 48 hours of receipt of the letter / email.

City of Grover Beach │ Short-Term Rentals Administrative Rules March 2023 Update http://str.groverbeach.org Page 12

2. 2nd Violation within 90 days. A 2nd warning letter / email will be sent to the permittee / local contact. Trash cans shall be removed from the right-of-way within 48 hours of receipt of the letter / email.

3. 3rd Violation and subsequent violations within 90 days. A citation may be issued.

I. Other Violations. Other violations shall be reviewed by the Community Development Director to determine severity of violations.

Glossary
This glossary provides definitions for terms used in the City of Grover Beach Short-Term Rental Administrative Rules and Regulations.

Accessory Dwelling Unit A legally permitted residential unit, either separated or detached, located on the same residential parcel/lot as the primary residential unit. Includes Junior Accessory Dwelling Units as defined under Government Code Section 65852.22(i)(1).

Administrative Rules The City Manager, or designee, shall have the authority to establish administrative rules and regulations consistent with the provisions of this Section for the purpose of interpreting, clarifying, carrying out, furthering, and enforcing the requirements and the provisions of this Section, and establishing procedures for complaints. A copy of such administrative rules and regulations shall be on file in the office of the city clerk and posted on the city's website.

Advertise The publication of any statements, phrases, words, photographs, drawings or other images for the purpose of informing any member of the public of the ability or availability to use a specific dwelling unit for short-term rental purposes including but not be limited to verbal, written, printed, electronic, televised or broadcast set forth or contained in any newspaper, magazine, newsletter, website, solicitation, handbill, business card, flyer, outdoor advertising display, billboard, cable, satellite or digital radio or television broadcast, social networking site or any other electronic and digital media.

Application A public document completed and filed to the City of Grover Beach that requests permission to operate a short-term rental business for a property located within the City of Grover Beach.

Bedroom Any habitable room normally occupied with no less than 70 square feet of floor area and no horizontal dimension less than seven feet with at least one wall located along an exterior wall with a window and equipped with a heating source as required by the California Building Code.

Brochure A document prepared by the City that summarizes the general rules of conduct and applicable short-term rental regulations to be adhered to by renters.

City of Grover Beach │ Short-Term Rentals Administrative Rules March 2024 Update http://str.groverbeach.org Page 13
BTC Business Tax Certificate is a tax payable when the City issues a Business Tax Certificate by every person conducting, carrying on, or managing any business within the City of Grover Beach.

Development Code The City of Grover Beach zoning and development regulations known as Article IX in the Grover Beach Municipal Code.

City The City of Grover Beach comprising of all lots within its incorporated City Limit line.

City Council The City Council of the City of Grover Beach.

GBMC The Grover Beach Municipal Code.

Guest An invitee of a renter or other person visiting a renter of a short-term rental unit who does not rent the unit. Guests shall only be allowed at the short-term rental between the hours of 7:00 a.m. and 10:00 p.m. unless they intend to occupy the unit for the evening consistent with Section 8.(F).

Hotline The telephonic service or electronic messaging service operated by or for the City for the purpose of receiving complaints regarding the operation of any Short-Term Rental and forwarding the complaints to the local contact person.

Hosting Platform An internet based service, or property management company that provides advertisement for a short-term rental property.

Legally Permitted A residential dwelling unit, remodel, or addition that has been issued a building permit by the City, or the County prior to incorporation.

Local Contact Person A person designated on the short-term rental permit, whom shall be available 24-hours a day, seven days a week for the purpose of responding in-person to the short-term rental site within 45 minutes of receiving a complaint regarding the condition, operation, or conduct of guests and is authorized by the owner to take remedial action and who responds to violations. The Local Contact Person must respond to the complaint regarding the condition, operation, or conduct of guests within 30 minutes of receiving a complaint.

Non-Owner-Occupied A short-term rental in which the owner does not reside on the property during the time a renter is occupying the residence.

Operator A person that is operating an STR either as an authorized agent for an owner (property manager), or as a legal occupant of the long-term rental with landlord permission.

Owner-Occupied A short-term rental in which the owner resides on the property during the time a renter is occupying the residence.

Owner A person or entity holding legal title and/or equitable title to the real property that is the subject of a short-term rental permit.

City of Grover Beach │ Short-Term Rentals Administrative Rules March 2023 Update http://str.groverbeach.org Page 14
Permittee The applicant (property owner) that has been issued a Short-Term Rental Permit.

Residential Unit A building or portion thereof designed for or occupied in its entirety or in part, as a home, residency, or sleeping place, either permanently or temporarily, and containing not more than one kitchen per residential unit.

Renter A person renting or occupying a short-term rental property in accordance with the GBMC. For purposes of these regulations, “renter” shall have the same meaning as “transient,” as defined in Municipal Code Article X Chapter 6.

Short-Term Rental The rental of a private residence, or any portion of the private residence, for thirty or less consecutive days for which a rental contract for occupancy has been made which the short-term rental use is permitted to operate, pursuant to a current and valid short-term rental permit on file with the city. A short-term rental may be either an owner-occupied or non-owner-occupied short-term rental.

STR Permit An issued document that allows a rental of a residential unit for a period of less than 30 consecutive calendar days or less, subject to all applicable City development code regulations, permit/licensing requirements, and payment of fees and/or taxes, including transient occupancy tax, and tourism marketing district taxes as defined in the GBMC.

STR Permit Renewal A Short-Term Rental Permit Renewal Application to continue operation of an existing Short-Term Rental that the owner of a Residential Unit must fill out and submit to the City’s Community Development Department by July 31st of each year to renew their permit.

Stay A stay is considered the overnight accommodation in which a residential unit is occupied by a renter. The term stay may be interchangeable with reference to number of nights.

TOT Transient Occupancy Tax (TOT) is charged for the privilege of occupancy in a residential unit. Each transient is subject to and shall pay a tax in the amount of twelve (12%) percent of the rent charged by the operator. Said tax constitutes a debt owed by the transient to the City which is extinguished only by payment to the operator.

TMD Tourism Marking District (TMD), requires that all operators who collect Transient Occupancy Tax (TOT) within the County also begin remitting an additional 1.5% of taxable rents beginning with rents collected on July 1, 2020. The District is designed to provide funding for County-wide marketing, advertising, promotions and sales efforts on behalf of the assessed businesses.

Short-term Rental Ordinance Survey 2024
1 / 8

71.77% 89

10.48% 13

20.97% 26

30.65% 38

5.65% 7

1.61% 2

9.68% 12

1.61% 2
Q1 Which best describes you? (Select all that apply)
Answered: 124 Skipped: 0
Total Respondents: 124
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Homeowner
Renter
Own property
but do not l...

Short-term
Rental Operator
Neighbor to
Short-term...

Property
Management...

Business Owner
Other (please
specify)

ANSWER CHOICES RESPONSES
Homeowner
Renter
Own property but do not live here
Short-term Rental Operator
Neighbor to Short-term Rental
Property Management Company
Business Owner
Other (please specify)
Attachment 5
Short-term Rental Ordinance Survey 2024
2 / 8

0.00% 0

5.69% 7

25.20% 31

29.27% 36

25.20% 31

14.63% 18
Q2 Age Range
Answered: 123 Skipped: 1
TOTAL 123
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Under 18
18-24
25-34
35-44
45-54
55-64
65+

ANSWER CHOICES RESPONSES
Under 18
18-24
25-34
35-44
45-54
55-64
65+
Short-term Rental Ordinance Survey 2024
3 / 8

16.67% 20

26.67% 32

30.83% 37

17.50% 21

8.33% 10
Q3 Please rate your overall satisfaction with the current Short-term Rental Ordinance in Grover Beach.

Answered: 120 Skipped: 4
TOTAL 120
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Very satisfied
Satisfied
Neither
satisfied no...

Dissatisfied
Very
dissatisfied

ANSWER CHOICES RESPONSES
Very satisfied
Satisfied
Neither satisfied nor dissatisfied
Dissatisfied
Very dissatisfied
Short-term Rental Ordinance Survey 2024
4 / 8

18.18% 22

22.31% 27

34.71% 42

13.22% 16

11.57% 14
Q4 In your experience, how well do you feel the Short-term Rental Ordinance addresses the unique needs and challenges of the community of Grover Beach?
Answered: 121 Skipped: 3
TOTAL 121
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Very satisfied
Satisfied
Neither
satisfied no...

Dissatisfied
Very
dissatisfied

ANSWER CHOICES RESPONSES
Very satisfied
Satisfied
Neither satisfied nor dissatisfied
Dissatisfied
Very dissatisfied
Short-term Rental Ordinance Survey 2024
5 / 8

29.51% 36

22.95% 28

34.43% 42

3.28% 4

9.84% 12
Q5 How would you rate the impact of Short-term Rentals on your neighborhood’s overall character and livability?
Answered: 122 Skipped: 2
TOTAL 122
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Very satisfied
Satisfied
Neither
satisfied no...

Dissatisfied
Very
dissatisfied

ANSWER CHOICES RESPONSES
Very satisfied
Satisfied
Neither satisfied nor dissatisfied
Dissatisfied
Very dissatisfied
Short-term Rental Ordinance Survey 2024
6 / 8

43.36% 49

1.77% 2

38.94% 44

15.93% 18
Q6 FOR OPERATORS: Have you faced any challenges or difficulties in complying with the current regulations?
Answered: 113 Skipped: 11
TOTAL 113
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Not applicable
Yes
No
If Yes, please
specify..

ANSWER CHOICES RESPONSES
Not applicable
Yes
No
If Yes, please specify..

Short-term Rental Ordinance Survey 2024
7 / 8

35.25% 43

26.23% 32

38.52% 47
Q7 Are you aware of any Short-term Rentals in your neighborhood? Answered: 122 Skipped: 2
TOTAL 122
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Yes
No
If yes, have
STRs caused ...

ANSWER CHOICES RESPONSES
Yes
No
If yes, have STRs caused any issues? Please describe.

Short-term Rental Ordinance Survey 2024
8 / 8

6.67% 8

45.00% 54

48.33% 58
Q8 Do you believe there is a need for any adjustments or changes to the current Short-term Rental regulations?
Answered: 120 Skipped: 4
TOTAL 120
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Yes
No
If yes, please
specify.

ANSWER CHOICES RESPONSES
Yes
No
If yes, please specify.

Agenda Item No. 6

CITY COUNCIL STAFF REPORT
TO: Honorable Mayor and City Council DATE: February 26, 2024 FROM: Matthew Bronson, City Manager
PREPARED BY: Erin Wiggin, CIP Manager
SUBJECT: Award of Construction Contract for CIP Project 2287 West Grand Avenue Streetscape 4th-8th Street

RECOMMENDATION
Award a contract for construction of CIP Project 2287 West Grand Avenue Streetscape 4th-8th Street to Papich Construction Company, Inc. in the amount of $6,370,035.96 for the Base Bid; authorize the City Manager to sign and affirm change orders up to an aggregate of $630,000; and authorize the Mayor to execute the contract on behalf of the City.

BACKGROUND
The City has placed significant emphasis on improving the West Grand Avenue corridor as part of the “Economic Development and Community Promotion” Major City Goal and the West Grand Avenue Master Plan adopted in 2011. Previous enhancements to West Grand Avenue included work from Highway 1 west to the beachfront area, 2nd to 4th Street and 8th to 11th Street. These improvements included landscaped medians, street trees, corner ramps, and streetlights consistent with the vision of the Master Plan to create a more vibrant, economically viable, and pedestrian-friendly corridor.

On February 9, 2021, the Council reviewed the Master Plan and provided direction to focus the next phase of improvements on the section from 4th to 8th Street to include a landscaped center median and street trees and other streetscape improvements along with pavement rehabilitation.

The Council reaffirmed this direction on October 21, 2021 to proceed with the West Grand Avenue Streetscape Project (CIP 2287) from 4th to 8th Street given the significant redevelopment opportunities on this section of West Grand Avenue including additional housing units. The project design scope includes the following items:
• Pedestrian improvements such as curb ramps, bulb outs, pedestrian beacons and sidewalk improvements at select locations
• Class 2 bike lanes including green lanes at intersections • Decorative concrete at crosswalks
• Drought-tolerant landscaped center medians and street trees • Enhanced lighting including pedestrian level streetlights • Pavement rehabilitation
• Storm drain installation
The Council reviewed the initial design of this project on December 5, 2022 and the final design on June 26, 2023 and provided direction to proceed with construction. An initial solicitation for construction bids was conducted in August 2023 though the City only received one bid of $5.9 million which was higher than the Engineer’s Estimate of $4.5 million given higher construction Staff Report: Award of Construction Contract CIP 2287 West Grand Avenue Streetscape Page 2 February 26, 2024
costs. The Council rejected the bid on October 10, 2023 and staff subsequently worked to review the project design and cost estimate and secure additional funding to advance the project.

The City conducted a second solicitation for construction bids in December 2023 and opened bids on February 7, 2024. The City received three bids shown in Attachment 2 ranging from $6,370,035.96 to $7,639,628.00, compared with the Engineer’s Estimate of approximately $6.3 million. Staff would note that this higher cost estimate was a more accurate reflection of the cost of this project compared with the initial estimate prepared last fall. The lowest responsive and responsible bidder is Papich Construction Company, Inc. from Arroyo Grande with a base bid plus the three additives for a total of $6,370,035.96. Staff has completed a review of Papich’s qualifications and capability to complete the project and is recommending that Council award the CIP Project 2287 construction contract to Papich.

Pending Council’s award of the construction contract, preliminary construction on this project is anticipated to begin in April (weather permitting) and last about eight months dependent on weather. A more detailed and accurate project schedule will be determined following the award of the construction contract. Staff will carry out a comprehensive communications effort during the construction process to inform affected businesses and property owners about the work and related traffic disruptions.

FISCAL IMPACT
The total construction cost including project contingency is $6.9 million with $3.4 million funded by the San Luis Obispo Council of Governments (SLOCOG) through its Community Betterment Grant process. SLOCOG increased this grant funding by $1.6 million following the initial solicitation of construction bids to provide additional funding for this project tied to new housing units on West Grand Avenue. The remainder of the project is funded by the City through the Gas Tax, Local Transportation Fund, SB-1 funding, General Fund, and other funding sources.

ALTERNATIVES
The Council has the following alternatives to consider:

1. Award a contract for construction of CIP 2287 to Papich Construction Company, Inc. in the amount of $6,370,035.96 for the Base Bid; authorize the City Manager to sign and affirm change orders up to an aggregate of $630,000; 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, 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

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

NOTICE TO BIDDERS

SPECIAL PROVISIONS

PROPOSAL AND

CONTRACT
for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
January 11, 2024
Bids Open: Wednesday, February 7th @ 2:00 p.m.

Approved:

January 11, 2024
Steve Kahn, Interim Director of Public Works Date
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B Attachment 1 i | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

TABLE OF CONTENTS

SECTION PAGE
NOTICE TO BIDDERS................................................................................................................. 1 REQUIRED BID FORMS ............................................................................................................. 3 PROPOSAL...................................................................................................................... 4 BID INFORMATION.......................................................................................................... 5 BID QUANTITIES ............................................................................................................. 6 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION ............................................. 11 NONCOLLUSION AFFIDAVIT.......................................................................................... 13 DEBARMENT AND SUSPENSION CERTIFICATION....................................................... 14 LIST OF SUBCONTRACTORS ........................................................................................ 15 QUESTIONNAIRE............................................................................................................ 16 BID FORM........................................................................................................................ 17 BIDDER’S BOND.............................................................................................................. 18 PROJECT REFERENCES................................................................................................ 19 CONTRACT FORMS ................................................................................................................... 20 GUARANTY...................................................................................................................... 21 CONTRACT...................................................................................................................... 22 SPECIAL PROVISIONS............................................................................................................... 26 SECTION 1. SPECIFICATIONS AND PLANS .................................................................. 26 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS .................................... 32 SECTION 3. AWARD AND EXECUTION OF CONTRACT ............................................... 37 SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION,

LIQUIDATED DAMAGES, HOURS OF WORK, NIGHT WORK,
AND SCHEDULED SUSPENSION............................................................... 38 SECTION 5. GENERAL.................................................................................................... 40 SECTION 6. MEASUREMENT AND PAYMENT............................................................... 50 SECTION 7. REFERENCE INFORMATION ..................................................................... 55 SECTION 8. MATERIALS................................................................................................. 56 SECTION 9. DESCRIPTION OF WORK........................................................................... 57 SECTION 10. TECHNICAL SPECIFICATIONS ................................................................ 58

APPENDIX A GEOTECHNICAL REPORT
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 1 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 at the City Clerk’s Office at 154 South 8th Street, Grover Beach, CA 93433 until 2:00 p.m., on Wednesday, February 7, 2024 and 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 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
General Work Description: In general, the Base Bid Work includes, but is not necessarily limited to, project management and controls activities, mobilization activities, public notification and interaction activities, construction surveying and staking, traffic control, water pollution control practices, pre- and postconstruction survey monument protection and establishment, storm drains, utility work, landscaped center medians, irrigation, decorative street lighting, street trees, adjustment of pavement surface features (water utility boxes and valves, sewer manholes, storm drain manholes, and survey monument wells), clearing and grubbing of debris (plant, soil, abandoned landscape features, etc.) within the Work limits, landscaping and irrigation repair, resetting of sign posts, tree trimming, earthwork cutting and backfilling, roadway preparation, concrete curb and gutter, concrete cross-gutter, concrete sidewalks, accessibility improvements, signage and installation of pavement striping and markings.

The estimated construction cost for this Base Bid Work is approximately $5,700,000.

Conditions of Submitting a Bid: Bids are required for the entire Work described herein.

The Contractor shall possess a Class A license at the time this Contract is awarded through Contract acceptance.

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

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

Notice to Bidders, Plans, Special Provisions, and Proposal Forms may be inspected at the Public Works Office in Grover Beach, California, and copies of said documents may be obtained through the City’s website: 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 of Grover Beach.

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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 2 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Pursuant to Labor Code section 1725.5, no contractor or subcontractor may be listed on a bid proposal or be awarded a contract for public work on public works project unless registered with the Department of Industrial Relations.

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.

Bidders shall contact the City of Grover Beach 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.

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 date that the City will accept bidder’s inquiries is January 30, 2024. 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.

By submitting a bid, the bidder is confirming that a job walk was performed, and any visual ambiguities have been submitted in writing via a bidder inquiry.

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
The right is reserved by the City of Grover Beach to reject any or all bids, to evaluate the bids submitted, and award the Contract to the lowest responsible bidder. The City further reserves the right to waive any informalities or minor irregularities in the bid.

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

Dated this 11th, day of January 2024, at the City of Grover Beach, California.

City of Grover Beach

STATE OF CALIFORNIA
Steve Kahn
Interim Public Works Director/City Engineer
Legal Ad Published:

The New Times: Thursdays January 11th & January 18th
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 5 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

BID INFORMATION
Bids are submitted for the entire Work. The amount of the bid for comparison purposes will be the total of all items. The total of unit basis items will be determined by extension of the item price bid on the basis of the estimated quantity set forth for the item.

The Bidder shall set forth for each item of Work, in clearly legible figures, an item price and a total for the item in the respective spaces provided for this purpose. In the case of unit basis items, the amount set forth under the "Item Total" column shall be the extension of the item price bid on the basis of the estimated item quantity for the item.

In case of discrepancy between the item price and the item total set forth for the item, the item price shall prevail provided, however, if the amount set forth as an item price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or in the case of unit basis items, is the same amount as the entry in the "Item Total" column, then the amount set forth in the "Item Total" column for the item shall prevail in accordance with the following:

1. As to lump sum items, the amount set forth in the "Item Total" column shall be the item price.

2. As to unit basis items, the amount set forth in the "Item Total" column shall be divided by the estimated quantity for the item and the price thus obtained shall be the item price.

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

The BASIS OF AWARD of the Contract will be based on the lowest, responsive, responsible sum of the “BASE” Bid plus the additive bids. The city, at its sole discretion, may or may not elect to award the Base Bid and Additive Bids.

If this proposal 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 proposal and the acceptance thereof shall be null and void and the forfeiture of such security accompanying this proposal 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 proposal as principals are those named herein; that this proposal is made without collusion with any other person, firm, or corporation; that he has carefully examined the location of the proposed Work, the annexed proposed form of contract and the plans therein referred to; and he proposes, and agrees, if this proposal 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 therefore the following item prices, to wit:

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 13 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 Proposal. Signing this Proposal 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: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 20 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

CONTRACT FORMS
CONTRACT FORMS shall include the following:
 GUARANTY to the City of Grover Beach
 CONTRACT, including the completed CONTRACT QUANTITIES and Total Contract Amount  PERFORMANCE BOND (form provided by Contractor)
 PAYMENT BOND (form provided by Contractor)
 Insurance Certificate(s) and Endorsement(s) (form provided by Contractor) DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 21 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th (This guaranty shall be executed by the Successful Bidder in accordance with the instructions in the Special Provisions. The Bidder may execute the guaranty on this page at the time of submitting his bid).

GUARANTY
To The City of Grover Beach
for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
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 the date on which this Contract is accepted by the City of Grover Beach, 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
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 2/17/2024
DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 22 | P a g e CIP 2287 West Grand Avenue Streetscape 4th-8th The City of Grover Beach

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

CONTRACT
for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
THIS AGREEMENT, made and concluded, in triplicate, this 26th day of February 2024, between the CITY OF GROVER BEACH, party of the first part, and, PAPICH CONSTRUCTION COMPANY, Contractor, party of the second part.

ARTICLE I. -- WITNESSETH, That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the said party of the first part, the said party of the second part agrees with the said party of the first part, at his own proper cost and expense, to do all the work and furnish all the materials, except such as are mentioned in the specifications to be furnished by said party of the first part, to construct this project in accordance with the State of California Department of Transportation Standard Specifications dated 2010, 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. All other provisions of the Notice to Bidders, Special Provisions Proposal and Contract for the CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH (herein also referred to as “the project”), are hereby specially and incorporated by reference.

ARTICLE II. -- The said party of the first part 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 or proposal of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith.

ARTICLE IV. -- By my signature hereunder, as Contractor, I certify that I am 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. -- By my signature hereunder, as Contractor, I certify that I am 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 self insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work of this Contract.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 23 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th ARTICLE VI. -- And the said Contractor agrees to receive and accept the following prices 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 said party of the first part 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 and according to the plans and specifications, and the requirements of the Engineer under them, to wit:

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 6 | P a g e CIP 2287 West Grand Avenue Streetscape 4th-8th

BID QUANTITIES
for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
No Bid Item Description Unit Qty Unit Cost Total Cost
1 Mobilization LS 1 446,840.68 446,840.68
2 Construction Schedule LS 1 4,925.00 4925.00
3 Construction Surveying LS 1 40,730.00 40,730.00
4 Traffic Control Systems LS 1 202,910.00 202,910.00
5 Erosion Control LS 1 27,635.00 27,635.00
6 Portable Changeable Message Sign EA 2 1,135.00 2,270.00 7 Temporary Pedestrian Walkways LS 1 7,660.00 7,660.00
8 Utility Potholing LS 1 13,995.00 13,995.00
9 Clearing and Grubbing LS 1 5,390.00 5,390.00
10 Public Notifications LS 1 1,725.00 1,725.00
11 Remove Concrete Curb and Gutter LF 1,100 22.90 25,190.00 12 Remove Concrete Curb Ramp, Sidewalk, and Driveway
Ramp SF 7,400 11.75 86,950.00
13 Remove Concrete Cross Gutter and Spandrel SF 4,400 17.10 75,240.00 14 Relocate Signs EA 4 250.00 1,000.00
15 Hot Mix Asphalt (Type A) Ton 3,200 154.55 494,560.00 16 Full Depth Reclamation - Cement (FDR-C) SY 12,600 24.80 312,480.00 17 Curb and Gutter LF 1,060 120.35 127,571.00
18 Curb Ramp SF 540 167.25 90,315.00
19 Sidewalk SF 8,065 25.25 203,641.25
20 Driveway Apron SF 700 42.05 29,435.00
21 Median Curb LF 2,340 94.90 222,066.00
22 Detectable Warning Surface SF 230 48.00 11,040.00
23 Decorative Crosswalk - Lithocrete SF 7,010 95.25 667,702.50 24 Pavement Striping LF 9,500 1.75 16,625.00
25 Pavement Marking SF 850 8.00 6,800.00
26 Green Pavement Marking SF 3,000 10.00 30,000.00
27 Blue Pavement Marker EA 7 10.00 70.00
28 Red Curb LF 75 3.00 225.00
29 Curb Inlet EA 21 4,367.93 91,726.53
30 Storm Drain (24") LF 690 300.00 207,000.00
31 Storm Drain (4") LF 100 300.00 30,000.00
32 Storm Drain (48") LF 1,440 361.00 519,840.00
33 Storm Drain Manhole EA 12 11,845.00 142,140.00
34 Sewer Lateral Repair LF 120 375.00 45,000.00
35 Sewer Main Repair LF 40 440.00 17,600.00
36 Water Main Repair LF 45 535.00 24,075.00
36A Irrigation Point of Connection LS 1 10,475.00 10,475.00 37 Connect to Existing Storm Drain Manhole EA 2 6,030.00 12,060.00 38 Adjust Valve Cover to Final Grade EA 22 1,350.00 29,700.00 39 Adjust Sewer Manhole to Final Grade EA 4 1,620.00 6,480.00 DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 7 | P a g e CIP 2287 West Grand Avenue Streetscape 4th-8th No Bid Item Description Unit Qty Unit Cost Total Cost
40 Adjust Gas Valve Cover to Final Grade EA 0 - -
41 Adjust Box to Final Grade EA 28 970.00 27,160.00
42 Adjust Storm Drain Manhole to Final Grade EA 3 1,620.00 4,860.00 43 Adjust Survey Monument Box to Final Grade EA 1 1,350.00 1,350.00 44 Loop Detector System LS 1 31,773.00 31,773.00
45 Rectangular Rapid Flashing Beacon EA 6 25,515.00 153,090.00 46 Pedestrian Street Light EA 22 20,270.00 445,940.00
47 Meter Pedestal EA 1 18,892.00 18,892.00
48 2" Conduit LF 4,200 78.00 327,600.00
49 1" Conduit LF 600 50.00 30,000.00
50 Pull Box EA 45 1,850.00 83,250.00
51 Trash Receptacle EA 19 3,070.00 58,330.00
52 Landscaping with Plants SF 3,510 15.00 52,650.00
53 Trees (24"B) EA 11 750.00 8,250.00
54 Trees - Palm EA 17 2,700.00 45,900.00
55 Soil Amend SF 4,038 2.00 8,076.00
56 Deep Root Barrier LS 1 12,500.00 12,500.00
57 Drip Irrigation SF 3,510 12.00 42,120.00
58 Valves, Master Valve, SOV LS 1 26,000.00 26,000.00
59 Controller EA 1 18,000.00 18,000.00
60 Main Line / Pressure LF 1,300 20.00 26,000.00
61 Watering Bags / Dry Water EA 11 100.00 1,100.00
62 PG&E Streetlight Enclosure Assembly EA 1 4,600.00 4,600.00 63 2” Conduit for PG&E Streetlight LF 110 160.00 17,600.00 64 PG&E Streetlight Foundation EA 1 14,692.00 14,692.00 Total 5,750,820.96
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:
$5,750,820.96
(In Figures)

FIVE MILLION SEVEN HUNDRED FIFTY THOUSAND EIGHT HUNDRED TWENTY DOLLARS AND NINETY-SIX CENTS (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 and the extended price, the unit price correctly multiplied by the estimated quantity shall be used in calculating the total bid.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 8 | P a g e CIP 2287 West Grand Avenue Streetscape 4th-8th

BID QUANTITIES
for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
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 ADDITIVE BID NO. 1 AMOUNT:
$33,090.00
(In Figures)

THIRTY-THREE THOUSAND NINETY 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 and the extended price, the unit price correctly multiplied by the estimated quantity shall be used in calculating the total bid.
1 Hot Mix Asphalt (Type A) Ton 62 243.00 15,066.00 2 2" Grind SF 4,880 1.90 9,272.00 3 Pavement Striping LF 40 1.75 70.00 4 Pavement Marking SF 64 8.00 512.00 5 Adjust Valve Cover to Final Grade EA 2 1,350.00 2,700.00 6 Adjust Sewer Manhole to Final Grade EA 1 1,620.00 1,620.00 7 Adjust Survey Monument Box to Final Grade EA 1 1,350.00 1,350.00 8 Loop Detector System LS 1 2,500.00 2,500.00
$ 33,090
Bid Alternative # 1 - AC Grind & Overlay
Total Bid Alternate #1
TOTAL ADDITIVE BID NO. 1: $ 33,090.00
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 9 | P a g e CIP 2287 West Grand Avenue Streetscape 4th-8th

BID QUANTITIES
for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
Notes:

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

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

TOTAL ADDITIVE BID NO. 2 AMOUNT:
$505,850.00
(In Figures)

FIVE HUNDRED FIVE THOUSAND EIGHT HUNDRED FIFTY 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 and the extended price, the unit price correctly multiplied by the estimated quantity shall be used in calculating the total bid.
1 Mobilization LS 1 5,950.00 5,950.00 2 Construction Schedule LS 1 940.00 940.00 3 Construction Surveying LS 1 7,500.00 7,500.00 4 Traffic Control Systems LS 1 25,000.00 25,000.00 5 Erosion Control LS 1 850.00 850.00 6 Curb Inlet EA 6 4,365.00 26,190.00 7 Storm Drain (24") LF 190 311.00 59,090.00 8 Storm Drain (48") LF 770 365.00 281,050.00 9 Storm Drain Manhole EA 6 12,980.00 77,880.00 10 Water Main Repair LF 40 535.00 21,400.00 $ 505,850
Bid Alternative # 2 - Storm Drain Extension - 8th to 9th & Ramona Ave Total Bid Alternate #2
TOTAL ADDITIVE BID NO. 2: $ 505,850.00
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 10 | P a g e CIP 2287 West Grand Avenue Streetscape 4th-8th

BID QUANTITIES
for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
Notes:

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

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

TOTAL ADDITIVE BID NO. 3 AMOUNT:
$80,275.00
(In Figures)

EIGHTY THOUSAND TWO 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 and the extended price, the unit price correctly multiplied by the estimated quantity shall be used in calculating the total bid.

BASIS OF AWARD:

TOTAL BID AMOUNT: BASE BID PLUS BID ADDITIVES 1, 2 and 3:
$6,370,035.96
(In Figures)

SIX MILLION THREE HUNDRED SEVENTY THOUSAND THIRTY-FIVE DOLLARS AND NINETY-SIX CENTS (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 and the extended price, the unit price correctly multiplied by the estimated quantity shall be used in calculating the total bid.
1 Water Main Extension (8" PVC C900) LF 100 495.00 49,500.00 2 Gate Valves EA 5 6,155.00 30,775.00 Total Bid Alternate #3 $ 80,275
Bid Alternative # 3 - Water Main Extension - N. 5th
TOTAL ADDITIVE BID NO. 3: $ 80,275.00
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 25 | P a g e CIP 2287 West Grand Avenue Streetscape 4th-8th 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
_______________________________________
Karen Bright, Mayor Date
ATTEST:
________________________________________
Wendi Sims, City Clerk Date
APPROVED AS TO FORM:
________________________________________
Robert Lomeli, City Attorney Date

PAPICH CONSTRUCTION COMPANY

_______________________________________
NAME Date
Licensed in accordance with an act providing for the registration of contractors, License No. ____ _______________
California Department of Industrial Relations (DIR),
Registration No. __________________________
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 1000004169
767055
2/17/2024
DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 2/21/2024
26 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th City of Grover Beach

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

SPECIAL PROVISIONS
for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
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 (unless noted otherwise), 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 Construction Drawings, the Standards of the City of Grover Beach, the Standard Specifications, and these Special Provisions, these Special Provisions shall take precedence over and be used in lieu of such conflicting portions after which the Construction Drawings shall take precedence over and be used in lieu of the Standard Specifications and the Standards of the City of Grover Beach.

In the case of a conflict between the construction plans and the Estimated Item Quantities portion of this document, the construction plans shall take precedence over and be used in lieu of such conflicting portions.

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 Improvement
Project
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 27 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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
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
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 28 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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
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
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 29 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 30 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

1.04 TERMS IN THE STANDARD SPECIFICATIONS
Wherever in the 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.

CONSTRUCTION MANAGER including their sub-consultant, 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 proposal.

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 THESE SPECIAL PROVISIONS
Wherever in these Notice to Bidders, Special Provisions, Proposal, and Contract 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.

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). BKF Engineers, 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 DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 31 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 32 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 proposal 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 Proposal.

The bidder's bond shall conform to the bond form in the Proposal for the project and shall be properly filled out and executed. The bidder’s bond form included in the proposal may be used.

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, and the proposal and contract forms 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 proposal, plans, specifications and the contract.

The plans will govern for bidding purposes in the event the bid quantities conflict with the plans.

2.03 APPROXIMATE ESTIMATE
The quantities given in the proposal and contract 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 will correspond therewith, and 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.

2.04 REJECTION OF PROPOSALS
Proposals 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:

NOTICE TO BIDDERS

PROPOSAL

BID INFORMATION AND BID QUANTITIES

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 33 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

NONCOLLUSION AFFIDAVIT

DEBARMENT AND SUSPENSION CERTIFICATION

LIST OF SUBCONTRACTORS

QUESTIONNAIRE

BID FORM
BIDDER’S BOND
To avoid bid protests and bid rejections, bidders are reminded to include the following information in all bids to California Public Agencies:
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”.

NOTE: The form titled “Bid Form” attached hereto requires the above information.

The right is reserved to reject any and all proposals.

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 COMPETENCY OF BIDDERS
The City of Grover Beach reserves the right to be the sole judge as to the competence of any bidder to perform the Work under this Contract. Said City may reject the proposal 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 provisions of Public Contracts Code, Sections 10200 to 10205, inclusive, (STATE CONTRACT ACT), concerning relief of bidders and in particular to the requirement therein, that if the Bidder claims a mistake was made in his bid, the Bidder shall give the City written notice within five (5) 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 delivered to the following address: City of Grover Beach Department of Public Works, 154 S. 8th Street, Grover Beach, CA 93433.

2.09 ESCROW BID DOCUMENTS
Escrow documents are required for projects over $1M and 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 additional financial information, including the Escrow Bid Documents, within five (5) working days after the receipt of 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 in escrow for the duration of thecontract.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 34 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 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 proposal, 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 proposal.

Estimated costs should be broken down into the bidder's usual estimate categories such as direct labor, repair 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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 35 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 time for receipt 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 BidDocuments". 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 bidding proposal, 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 asdescribed.

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.

If any bidder's proposal 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 DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 36 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 37 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 responsible bidder whose bid complies with all the requirements prescribed.

The BASIS OF AWARD of the Contract will be based on the lowest, responsive, responsible sum of the “Base Bid” plus the bid additives. The City, at its sole discretion, may or may not elect to award the Base Bid or Additive Bid.

3.03 EXECUTION OF CONTRACT
The Contract shall be executed by the Successful Bidder and shall be returned within FIVE (5) business days, while the Guaranty, the payment and performance bonds, and the insurance certificate(s) and endorsement(s) to the City shall be returned 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 fifty percent (50%) 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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 38 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 approved by the attorney appointed and authorized to represent the City of Grover Beach.

This Work shall be diligently prosecuted to completion before the expiration of ONE HUNDRED AND FIFTY-FIVE (155) WORKING DAYS beginning on the 30th calendar day after approval of the Contract.

The City will issue a Notice to Proceed that reflects this duration for Contract time.

The Contractor shall pay to the City of Grover Beach liquidated damages in the sum of ONE THOUSAND DOLLARS ($3,000.00) per day, for each and every calendar days’ delay completing the work of improvements in excess of the number of working days prescribed above through the Contract acceptance date. Refer to the Special Provisions 5.20, “Completion of the Work of Improvements” for determination of the Contact acceptance date.

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 is required for any waterline shutdowns that impact businesses. Night work hours are 10:00 p.m. to 6:00 a.m. Night work may be allowed for other parts of the project 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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 39 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 40 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

Attention is directed to the requirement in said Section 5-1.13A that the Contractor perform at least thirty percent (30%) of the Work with his own organization.

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 and/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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 41 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

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,however:

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 42 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 43 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 44 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

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.” The general prevailing wage rates determined by the Director of Industrial Relations are available at:
http://www.dir.ca.gov/DLSR/PWD

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

5.09-D DEPARTMENT OF INDUSTRIAL RELATIONS. Attention is directed to Section 1725.5 of the Labor Code regarding qualifications to bid or be listed in a bid proposal, or engage in the performance of any public works contract.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 45 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

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 6:00 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. Prevent and alleviate dust as indicated in the standard specifications 14-9. 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 may 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.

Contractor storage shall not interfere with resident access, mailboxes, etc. 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 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 contract forms.

ALL MATERIALS AND WORKMANSHIP FURNISHED SHALL BE GUARANTEED.

Full compensation for furnishing the guaranty and bonds 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.

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

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 46 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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. Traffic control plans must include detours, pedestrian and ADA accessible routes, and alternative parking areas and access for businesses.

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 scheduled work. Public traffic shall be permitted to pass through the Work at all times during construction DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 47 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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.

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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 48 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 Ryan Schwiebert [email protected] 805-543-8543 7555 San Luis Ave Atascadero, CA 93422
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.

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:

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 49 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

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 will be in progress within or near the Work area of this Contract. The Contractor is responsible to coordinate their with other projects:

Responsible Party Location Type of Work Contact Information City of Grover Beach S. 4th (including Grand),
Rockaway, N. 9th (April-Dec)
CIP 5002 Sewer
Line
Replacement
Public Works
See City website
City of Grover Beach
N. 9th (to Grand), Portions of
Ramona, Brighton, Ramona,
etc (April to Dec)
Measure K-14
CIP 2295-17
Public works
See City Website
Private Development 402 West Grand Ave Private
Development
Coastal Community
Builders
Private Development 401 West Grand Ave Private
Development
Coastal Community
Builders

5.20 COMPLETION OF THE WORK OF IMPROVEMENTS
Upon completion of the work of improvements, including final cleanup and as having the meaning pursuant to Public Contract Code Sections 7107(c)(1) through 7107(c)(4), the Contractor shall submit a signed written affidavit that the completion of the work of improvements has occurred, a recommended date of completion of the work of improvements, and that the project’s work zone is ready for final inspection and Contract acceptance. 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 submit a request to the City for the Director’s written notice of Contract acceptance which will confirm the recommended date of completion of the work of improvements and establish that date as the Contract acceptance date.

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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 50 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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 approved with the City signs the Contract Change Order.

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. For any clarifications or questions in the plans and specifications, submit an RFI and allow a minimum of three days for the engineer to review and provide a response.

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.

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 estimate shall be delivered to the Engineer who will verify and, if found correct, will approve such estimates. The Contractor shall make an estimate of all work under the Contract completed to date. Said estimates shall include a five percent (5%) retention by the City in accordance with Public Contract Code Section 9203(a).

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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 51 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

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 keep monies 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, as determined by the Engineer, 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. Assessment of Liquidated Damages;

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

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

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

16. Failure to comply with the Contract safety requirements.

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 estimate or a claim statement postmarked or hand delivered before the 31st day after receiving the proposed final estimate.

Delete 3rd paragraph in section 9-1.17C.
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 estimate or do not submit a claim statement within 30 days of receiving the proposed final estimate, the Engineer will process the proposed final estimate for payment. The final DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 52 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th payment will not be due and payable until the expiration of 40 days from the date the notice of completion is filed with the County of San Luis Obispo. The Notice of Completion will be filed within five days of formal acceptance of the work by the City Council or its designated representative, upon the recommendations of the Engineer. This final 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 estimate, the Engineer furnishes a semifinal estimate to the Contractor and the Department pays the amount due within 30 days. The semifinal 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).

For each claim, submit a claim statement showing:

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 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)
9-1.22 CLAIM RESOLUTION PROCEDURE
Replace section 9-1.22 with:

Claim Resolution Procedure is substituted for arbitration provisions and is as follows:

1. For all claims contested by the Engineer and not included in the semifinal estimate, the Engineer may request additional information within 30 days of submittal of the semifinal estimate. A proof of mailing or delivery must be retained.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 53 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

2. You must submit to the Engineer the information requested for each claim within 30 days of the date of mailing of the Engineer’s request. Proof of mailing or Engineer’s receipt will be retained for the submittal. Failure to timely submit the information requested is deemed a waiver of the claim.

3. The Engineer will submit a written response to you for each claim within 30 days after the date of mailing of your submittal, or if the Engineer did not request additional information, within 30 days of submittal of the semifinal estimate.

4. If you dispute the Engineer’s written response to any claim, or the Engineer fails to respond within the time specified, you must notify the Engineer in writing, either within 15 days of the Engineer’s response or the Engineer’s failure to respond within the specified time period, and demand an informal meeting to discuss and attempt to settle the issues remaining in dispute. Upon receipt of such a demand, the Engineer will schedule such a meeting within 30 days.

5. Either party may request non-binding mediation at any time following the informal meeting in an attempt to settle any issues remaining in dispute. If both sides agree to mediation and agree on a mediator, the parties must pay equally the fees and expenses of the mediator. The parties must select a disinterested third person as mediator within 15 days following a written agreement to mediate and the mediation must commence within 30 days of selection of the mediator unless the parties mutually agree otherwise. If the parties fail to select a mediator within the 15-day period, any party may bring an action in court subject to the provisions of this Agreement.

Upon the successful completion of the Contractor’s notification process for the completion of the work improvements specified within Special Provisions Section 5, and upon the prerequisite documentation specified below, then the Engineer shall prepare a final, itemized statement of quantities and payment due, which statement shall be verified in writing by the Contractor. Upon acceptance of the Work by the City, the City shall file a "Notice of Completion". Thirty-five (35) days after City Council’s acceptance and filing of the Notice of Completion, the final payment shall be made to the Contractor.

Prerequisite Documentation Required Prior to Issuing Final Payment. In additional to the requirements for Final Payment set forth in the other contract documents, the Final Payment shall not become due tp 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 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 Payment;

3. Contractor’s written assurance that identified corrective work not complete and accepted will be completed by a stated date agreeable to the City;

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

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

6. 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;

7. 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;

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

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

10. The operating manuals for operating and maintaining the work; and DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 54 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th

11. 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.

Disbursement of Final Payment. Pursuant to Public Contract Code Section 7107, if there is any dispute between the City and the Contractor at the time that disbursement of the Final Payment is due, then City may withhold from disbursement of the Final Payment an amount not to exceed one hundred fifty percent (150%) of the amount in dispute.

No Waiver of Claims by City. The making of Final Payment shall not constitute a waiver of any claims by the City including, but not limited to:

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, Subcontractors, and Suppliers. Acceptance of Final Payment by the Contractor, a subcontractor, or a material supplier shall constitute a waiver of claims by the payee except those previously made properly in writing in accordance with the Contract Documents and identified by the payee as unsettled at the time of Final Application for Payment.

6.04 PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS The City shall hold retention from the Contractor and shall make prompt and regular incremental acceptances of portions, as determined by the City, of the Work, and pay retention to the Contractor based on these acceptances. The Contractor shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the Work by 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 of the work of improvements and the establishment of the Contract acceptance date in accordance with the Special Provisions 5.20, “Completion of the Work of Improvements”, the retention withheld by the City shall be released. In the event of a dispute between the City and the Contractor, the City may withhold from the release of retention an amount not to exceed one hundred fifty percent (150%) of the disputed amount. This code provision will be administered as either (1) all 150% may be withheld from the Final Payment, (2) all 150% may be withheld from the retention, or (3) a combination of withhold from both the Final Payment and retention in an amount not to exceed 150%.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 55 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th SECTION 7. REFERENCE INFORMATION

7.01 GEOTECHNICAL INFORMATION
A geotechnical report prepared by Earth Systems Pacific is provided in the Appendix.

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: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 56 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th 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: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 57 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th SECTION 9. DESCRIPTION OF WORK
The Work, in general, consists of furnishing all materials, labor, equipment, tools, transportation and services for
CIP 2287 WEST GRAND AVENUE STREETSCAPE 4TH-8TH
In general, the Base Bid Work includes, but is not necessarily limited to, project management and controls activities, mobilization activities, public notification and interaction activities, construction surveying and staking, traffic control, water pollution control practices, pre- and post-construction survey monument protection and establishment, storm drain, utility work, landscaped center medians, irrigation, decorative street lighting, street trees, adjustment of pavement surface features (water utility boxes and valves, sewer manholes, storm drain manholes, and survey monument wells), clearing and grubbing of debris (plant, soil, abandoned landscape features, etc.) within the Work limits, landscaping and irrigation repair, resetting of sign posts, tree trimming, earthwork cutting and backfilling, roadway preparation, concrete curb and gutter, concrete cross-gutter, concrete sidewalks, accessibility improvements, signage and installation of pavement striping and markings.

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. The contractor is responsible for anything that is damaged by construction activities in the right of way or on private property. Existing irrigation facilities are not shown on the plans. It is the Contractor’s responsibility to repair any irrigation damaged by construction activities regardless of whether the facilities are marked or shown on the plans.

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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 58 | Page CIP 2287 West Grand Avenue Streetscape 4th-8th SECTION 10. TECHNICAL SPECIFICATIONS
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 1 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 SECTION 10. TECHNICAL SPECIFICATIONS
SECTION 10-1 GENERAL

BASE BID
10-1.01 MOBILIZATION
Mobilization shall conform to the provisions in Section 9-1.16D, “MOBILIZATION,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

Prior to construction, the Contractor shall video record the existing conditions of the work area and adjacent improvements or landscaping. Submit pre-construction video to ENGINEER prior to commencing work. Preconstruction video must be clear enough for ENGINEER to discern the location, condition, and extent of the existing improvements within and adjacent to all work area. Full compensation for the Preconstruction Video shall be considered as included in the lump sum payment for Bid Item, Mobilization, and no additional compensation will be allowed therefor.

All work items included in the plans that do not have associated bid items shall be considered as included.

PAYMENT
Full compensation for Mobilization, including all labor, materials, tools, equipment 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, Mobilization, complete and in-place, and no additional compensation will be allowed therefor. A maximum of 10% of total contract amount shall be allowed for Mobilization.
10-1.02 CONSTRUCTION SCHEDULE
Construction schedule shall conform to the provisions in Section 8, “PROSECUTION AND PROGRESS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

Microsoft’s PROJECT software may be the schedule computer software in-lieu of the Primavera P6 software specified in the Standard Specifications. If you use Microsoft PROJECT, then the requirements to supply and install the software and to train the ENGINEER is waived; otherwise, all schedule provisions of the Standard Specifications shall apply.

The Contractor shall make a presentation at the preconstruction conference of the logic of your Critical Path Method (CPM) baseline schedule for Level 2 CMP schedule. The ENGINEER may make generalized comments to your presentation at the preconstruction conference; however, formal schedule submittal and review shall be per the Standard Specifications, these Special Provisions, and per the direction of the ENGINEER.

The ENGINEER’S acceptance of the baseline schedule is a prerequisite for the start of work; therefore, submit the baseline schedule and coordinate with the ENGINEER to expedite the review and acceptance process. The City does not adjust the contract time for your noncompliance with the baseline schedule acceptance process.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 2 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Provide updated schedule monthly per the Standard Specifications, these Special Provisions, and per the direction of the ENGINEER. On a monthly basis prior to application for payment, arrange a meeting with the ENGINEER to review updated project schedule. Updates must include accurate progress data and be based upon best judgement. Updates must be made to the project schedule in consultation with all subcontractors and suppliers. Schedule updates must be submitted when prepared or as requested by the ENGINEER. The ENGINEER will not accept a schedule which shows a project completion date in excess of the contract duration.

Noncompliance with schedule requirements may result in Payment Withholdings per Section 9-

1.16E, “WITHHOLDS” of the Standard Specifications or these Special Provisions.

PAYMENT
Full compensation for Construction Schedule, including all labor, materials, tools, equipment 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 Schedule, complete and in-place, and no additional compensation will be allowed therefor.
10-1.03 CONSTRUCTION SURVEYING
Construction Surveying 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 in the format shown in Appendix A 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.

PAYMENT
Full compensation for 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 DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 3 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 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. 10-1.04 TRAFFIC CONTROL SYSTEMS
Traffic Control Systems shall conform to the provisions in Section 12, “TEMPORARY TRAFFIC CONTROL,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

Attention is directed to Section 7–1.03, “Public Convenience”, Section 7-1.04, “Public Safety”, and Section 12, “Temporary Traffic Control”, of the Standard Specifications and other relevant sections related to public safety in these Special Provisions or on the Drawings. Nothing in these provisions shall be construed as relieving the Contractor from their responsibility as provided in said Section 7-1.04.

Flagging, placing and installing temporary traffic-handling equipment and devices, maintaining traffic, placing and installing temporary traffic control systems, and placing temporary pavement delineation shall be in compliance with an approved traffic control plan and ENGINEER authorized field adjustments.

Section 12-1.03 of the Standard Specifications does not apply and the City will not share the cost of flagging. All work specified in section 12-1.03, including furnishing flaggers, transporting flaggers, furnishing stands and towers, furnishing and operating pilot cars, and furnishing any other traffic control device for the safe passage of traffic through the work as specified in Sections 7-1.03 and 7-1.04 shall be considered as included in the prices paid for the various contract items of work, and no additional compensation will be allowed therefor.

If barricades are required after sunset, lights and flashing beacons are required.

Trenches shall be plated for vehicular traffic outside of active construction.

Designated holidays are listed in Section 5, General.

The Contractor shall prepare and submit Traffic Control Plans (TCPs) to the ENGINEER for review and approval. TCPs shall be developed, stamped, and signed by a registered ENGINEER in the State of California.

The Contractor shall determine interim sawcut locations and be aware of slopes and distance to travel way. Provide free and safe public traffic per Section 7-1.04, “PUBLIC SAFETY” of the Standard Specifications or these Special Provisions.

TCPs shall show all proposed street closures, detours, lists and locations of signing, delineation of temporary striping and pavement markings, shifting of traffic, lane widths, description of construction activity, and schedule of various phases. All TCPs shall be prepared in accordance with the Department of Transportation, State of California (Caltrans) Manual on Uniform Traffic Control Devices and standard traffic control system plans. TCPs shall be coordinated with the Phasing Plan. TCPs shall be submitted within 14 days after the Notice to Proceed and shall be available at the pre-construction meeting, whichever occurs first.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 4 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Work shall not commence until the TCP(s) is approved by the ENGINEER.

For a one-way-reversing traffic-control lane closure, traffic may be stopped in 1 direction for periods not to exceed 5 minutes. After each stoppage, all accumulated traffic for that direction must pass through the work zone before another stoppage is made.

If work vehicles or equipment are parked within 6 feet of a traffic lane, close the shoulder area.

A minimum of 1 drivable traffic lane not less than 10 feet wide must be open for use by traffic at all times.

All traffic control and lane closures must allow for the regular scheduled trash collection and local access by residents and emergency vehicles. Notify City Fire Department, Police Department, and Garbage Company a minimum of 24 hours prior to closing any lanes.

Trash collection is typically performed curb-side on Fridays within the majority of the work area.

The Contractor shall coordinate with the garbage company, South County Sanitation, for trash collection within the area or work, including making any provisions necessary to ensure that the Contractor’s work does not disrupt trash collection.

PAYMENT
Full compensation for Traffic Control Systems, including the preparation of all TCPs, all labor, materials, tools, equipment 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, Traffic Control Systems, complete and in-place, and no additional compensation will be allowed therefor. 10-1.05 EROSION CONTROL
Erosion Control shall conform to the provisions in Section 13, “WATER POLLUTION CONTROL,” of the Standard Specifications, these Special, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Erosion Control, including all labor, materials, tools, equipment 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, Erosion Control, complete and in-place, and no additional compensation will be allowed therefor. Moving and changing the erosion control measures as directed by the ENGINEER shall be considered as included in lump sum price paid for Bid Item, Erosion Control.
10-1.06 PORTABLE CHANGEABLE MESSAGE SIGN
Portable Changeable Message Sign (PCMS) shall conform to the provisions in Section 12-

3.12, “PORTABLE CHANGEABLE MESSAGE SIGNS,” of the Standard Specifications, these Special Provisions (specifically 5.15, “Public Convenience”), per the direction of the ENGINEER, and as shown on the plans.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 5 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287

PAYMENT
Full compensation for Portable Changeable Message Sign, including all labor, materials, tools, equipment 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 price paid per each for Bid Item, Portable Changeable Message Sign, complete and in-place, and no additional compensation will be allowed therefor. Moving and changing the message on the portable message sign as directed by the ENGINEER shall be considered as included in the each price paid for Bid Item, Portable Changeable Message Sign.
10-1.07 TEMPORARY PEDESTRIAN WALKWAYS
Temporary Pedestrian Walkways shall conform to the provisions in Section 12-7, “TEMPORARY PEDESTRIAN WALKWAYS” of the Standard Specifications, these Special Provisions (specifically 5.15, “Public Convenience”), per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Temporary Pedestrian Walkways, including all labor, materials, tools, equipment 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, Temporary Pedestrian Walkways, complete and in-place, and no additional compensation will be allowed therefor. 10-1.08 UTILITY POTHOLING
Utility Potholing shall conform to the provisions in Section 5.16 of these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Utility Potholing, including all labor, materials, tools, equipment 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, Utility Potholing, complete and in-place, and no additional compensation will be allowed therefor.
10-1.09 CLEARING AND GRUBBING
Clearing and Grubbing shall conform to the provisions in Section 16, “CLEARING AND GRUBBING,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

Protect plants, and improvements not marked for removal or demolition as shown on the plans to the satisfaction of the ENGINEER. Repair or replace any damaged plants, or improvements.

Includes three-foot circumference of clearance around fire hydrants.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 6 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287

PAYMENT
Full compensation for Clearing and Grubbing, including all labor, materials, tools, equipment 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, Clearing and Grubbing, complete and in-place, and no additional compensation will be allowed therefor.
10-1.10 PUBLIC NOTIFICATIONS
Street Closure Notification. Any street closure will require approval of the ENGINEER and must be coordinated 10 calendar days prior to the date of the anticipated street closure. Street surfaces shall be restored and reopened for the safe flow of traffic no later than the time specified by the ENGINEER.

Property Owner Notification and Business Owner Notification. The Contractor shall prepare an itemized list of all private improvements within right-of-way that are in conflict with proposed roadway and/or frontage improvements. Private improvements include but are not limited to:
fences, pavers, landscape rock, planted landscaping, decorative features and retaining walls.

Itemize list by address and request the property owner contact information from the City by submitting a request at [email protected]: allow ten working days for the information to be provided. Contractor shall notify property owners no less than 10 working days in advance of demolition work. Notification method shall be both via direct contact with the owner and in writing using “door knob” hangers. Contractor shall take note that property owners may not reside at the property in question, yet it is important that the owner is contacted and made aware of the impending work so they can notify the tenants who live at the property.

Contractor shall make personal contact with owners in-person. The notice shall include the description of the impending work, request for property owner’s removal of the identified improvements that are interfering with the work, and the timing when the area needs cleared but not less than 10 working days from when the Contractor wants to perform the work. Submit summary of owner coordination to ENGINEER. Summary shall be in table form and include address, owner name of contact person, phone number, date of correspondence and how and when the property owner was contacted.

Submit summary of owner coordination to ENGINEER. Summary shall be in table form and include address, owner name of contact person, phone number, date of correspondence and how and when the property owner was contacted.

Example of owner coordination summary table:

Property
Address
Owner
Name Phone
Date of
Correspondence Correspondence
123 Trouville
Avenue First Last (123) 456-7890
3/2/2019
Notice hand
delivered
3/4/2019 met at site
246 Ocean View
Avenue First Last (123) 456-7890 3/2/2019
Notice hand
delivered
488 Margarita
Avenue First Last (123) 456-7890
3/2/2019 Notice mailed
3/4/2019 phone
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 7 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Local Notification. Ten working days prior to beginning construction, the Contractor shall assist in notifying local schools, hospitals, ambulance services, police and fire departments, transit agencies, refuse collectors and Underground Service Alert (USA) of its schedule of work. a. City Public Works Department (805) 473-4530
b. City Fire Department (805) 473-5490
c. City of Grover Beach Police Department (805) 473-4511 (Non-Emergency) d. Residences and businesses within the closure area (only if local traffic or access is to be prohibited or restricted)
e. Affected Local Businesses
f. Grover Bus Service SLO RTA (805) 781-4472
g. South County Sanitary (805) 489-4246
No Parking Notification. The Contractor shall furnish and place “No Parking” signs, 12 inches by 18 inches minimum size and approved by the ENGINEER, throughout the area of work at fifty foot intervals two working days prior to the start of construction. The signs shall include the accurate dates and times during which parking is prohibited and shall reference Section 3305.26 of the Grover Beach Municipal Code (GBMC) in order to be enforceable by the Police Department. The Contractor shall remove these signs immediately when they are no longer needed.

The Contractor shall be fully responsible for the adequate removal of all parked cars. All vehicle removal shall be coordinated by the Contractor with the Police Department. The Contractor shall notify the Police Department upon posting of the parking restrictions for a particular street.

For removal of parked vehicles, the Contractor shall notify the same party mentioned above not less than two hours prior to the needed removal with the address nearest the parked vehicle, make, model, color and license number. The City shall not be responsible for any delay or additional costs associated with the removal of parked cars which obstruct the construction operation.

If a vehicle owner successfully contests a towing citation in court, and their citation is dismissed for causes related to the Contractor's failure to perform the requirements of this section, the Contractor shall reimburse the City for the cost of any claims associated with the towing citation.

Changes to schedule. If for any reason the work is delayed or rescheduled after the required notifications have been issued, the Contractor shall re-date the signs affected, notify residents and businesses of the change via a new “door knob” notice, and re-contact the local services and agencies. If the work is delayed more than five calendar days, the Contractor shall remove the no parking signs and place re-dated signs two working days in advance of the work.

Water System Notifications. Refer to Section “Water Supply System” of these Special Provisions for additional notification requirements.

PAYMENT
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 8 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Full compensation for Public Notifications, including all labor, materials, tools, equipment 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, Public Notifications, complete and in-place, and no additional compensation will be allowed therefor.
10-1.11-13 REMOVE CONCRETE CURB AND GUTTER, CURB RAMP, SIDEWALK, DRIVEWAY

RAMP, AND CROSS GUTTER AND SPANDREL
Remove Curb and Gutter, Curb Ramp, Sidewalk, Driveway Apron, and Cross Gutter and Spandrel, shall conform to the provisions in Section 15-3, “CONCRETE REMOVAL,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans, and as shown on the plans.

Where roots have caused concrete uplift, or where shown on the plans, cut and remove roots and install root barrier (NDS EP-2450/3650, NDS SM-2420/3620 or approved equal). Root barrier shall be minimum 24” tall at sidewalk, minimum 36” tall at curb and gutter, and extend a minimum of 3 feet beyond roots on each side. Install root barrier per manufacturer’s instructions.

Payment for root removal and disposal, and root barrier, shall be included in the price paid per linear foot of Bid Item, Root Barrier (36”) and Root Barrier (24”). All saw cutting, backfill, and any necessary landscape material replacements shall be included in this bid item.

Contractor and ENGINEER shall measure and agree on the area to be removed prior to starting removal.

PAYMENT
Full compensation for Remove Curb and Gutter, Curb Ramp, Sidewalk, Driveway Apron, and Cross Gutter and Spandrel including all labor, materials, tools, equipment, disposal 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 square footage or lineal footage price paid for Bid Item, Remove Concrete Curb and Gutter, Remove Concrete Curb Ramp, Sidewalk, Driveway Ramp, and Remove Concrete Cross Gutter and Spandrel, complete and in-place, and no additional compensation will be allowed therefor. 10-1.14 RELOCATE SIGNS
Relocate Signs shall conform to the provisions in Section 15-2.09C, “RELOCATE ROADSIDE SIGNS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

All relocated signs shall be installed on new posts Caltrans Std. plan RS-1, RS-2, and RSP RS4, except street name signs shall be installed on new posts per City Standard Street Sign Detail B.15. Signs to be reset in concrete shall be installed on new 2” galvanized steel square breakaway posts. Submit shop drawings and cut sheets of posts to be used to the ENGINEER for approval prior to installing.

PAYMENT
Full compensation for Relocate Signs, including all labor, materials, tools, equipment, disposal, salvaging existing sign panel and incidentals and conforming to all applicable provisions of the DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 9 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be considered as included in the price paid per each for Bid Item, Relocate Signs, complete and in-place, and no additional compensation will be allowed therefor. 10-1.15 HOT MIX ASPHALT
Hot Mix Asphalt shall conform to the provisions in City Standard Specification Section 4.03.E.1., “Asphalt Concrete”, State Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

The Standard HMA construction process shall be used. The Method HMA construction process may be used for miscellaneous HMA areas.

Use ½ inch HMA Type A aggregate gradation unless specified otherwise.

Use PG 64-10, in compliance with Section 92, for asphalt binder unless otherwise directed by the ENGINEER.

PAYMENT
Full compensation for Hot Mix Asphalt, including all labor, materials, tools, equipment 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 tonnage price paid for Bid Item, Hot Mix Asphalt (Type A), complete and in-place, and no additional compensation will be allowed therefor.
10-1.16 FULL DEPTH RECLAMATION - CEMENT (FDR-C)
Replace section 30-4 with:
30-4 FULL-DEPTH RECLAMATION-CEMENT
30-4.01 GENERAL
30-4.01A Summary
Section 30-4 includes specifications for constructing a base using full-depth reclamation– cement(FDR– C).

FDR–C consists of the following work in the following order:

1. Pulverizing existing asphalt concrete pavement and underlying materials to the full depth of pulverization.

2. Removing, off hauling, and disposal of pulverized material to obtain correct grades with respect to existing facilities after compaction

3. Place cement and if specified, supplementary aggregate.

4. Pulverize full depth the cement and supplementary aggregate with water to a uniform product

5. Compacting the mixture to appropriate density and trim to proper grades

6. Apply water to dampen the surface of finished product and apply asphaltic emulsion

7. The cement content shall be determined by a Job Mix Design, field sampling, and testing by the Contractor to provide a minimum compressive strength of 300 PSI. 30-4.01B Definitions
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 10 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 OMC: Optimum moisture content determined under California Test 216. lot: 1,000 sq yd of FDR–C
30-4.01C Submittals
30-4.01C(1) General
At least 20 days before starting FDR–Cwork, submit:

1. QC plan
30-4.01C(2) Quality ControlPlan
The QC plan must describe the organization, responsible parties, and procedures you will use for:

1. QC including sampling, testing, andreporting

2. Determining action limits when corrective actions are needed

3. Implementing corrective actions

4. Ensuring FDR-C pulverizing, mixing, compacting, grading, and finishing activities are coordinated
The QC plan must include copies of the forms that will be used to provide the required inspection records and sampling and testing results. The form for recording and reporting the QC measurements must show the cement and water proportions.

The QC plan must include a contingency plan that describes the corrective actions you will take in the event of equipment break down. The corrective actions must include repairing and reopening the roadway to traffic using minor HMA under section 39. 30-4.01C(5) Quality Control Reporting
For each lot, submit a report daily that includes the following items based on the frequencies specified in section 30-4.01D(4):

1. General Information:

1.1. Lot number

1.2. Location description

1.3. Beginning and ending stations

1.4. Lane number and offset from centerline

1.5. Weather:

1.5.1. Ambient air temperature before starting daily FDR–C activities including time of temperature reading

1.5.2. Road surface temperature before starting daily FDR–C activities including time of temperature reading

2. Calculated cement application rate in lb/sq yd and percent of dry weight of FDR– C

3. Calculated supplementary aggregate application rate in lb/sq yd and percent of dry weight of FDR–C if supplementary aggregate is specified

4. For FDR–C processing:

4.1. Depth of cut

4.2. Average forward speed

5. FDR–C quality control test results for:

5.1. Gradation

5.2. Moisture content

5.3. Unconfined compressive strength

5.4. In-place wet density

5.5. Relative compaction
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 11 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287

6. For asphalt emulsion used on finished FDR–C surface:

6.1. Emulsion type

6.2. Emulsion application rate in gal/sq yd

6.3. Emulsion dilution as the weight ratio of added water to asphaltic emulsion

7. Note on the daily report the postmile or station limits of any unsuitable materials locations and when the Engineer was notified
Update each day's submitted report within 24 hours of obtaining test results. Consolidate all lots completed in a day in one report with each lot reported separately. 30-4.01C(6) AsphalticEmulsion
With each dilution of asphaltic emulsion used for finishing under section 30-4.03H, submit:

1. Weight ratio of water to bituminous material in the original asphaltic emulsion

2. Weight of asphaltic emulsion before diluting

3. Weight of added water

4. Final dilution weight ratio of water to asphaltic emulsion 30-4.01D Quality Control and Assurance
30-4.01D(1) General
Schedule a preoperation conference at a mutually agreed time at the job site to meet with the Engineer. Discuss the project specifications and methods of performing each item of the work.

Items discussed must include the processes for:

1. Production

2. Compacting

3. Grading

4. Finishing

5. Implementing the approved QC plan

6. Implementing the contingency plan

7. QC sampling and testing

8. Acceptance criteria
Preoperation conference attendees must sign an attendance sheet provided by the Engineer.

The preoperation conference must be attended by your:

1. Project superintendent

2. Project manager

3. QC manager

4. Workers and your subcontractor's workers, including:

4.1. Foremen

4.2. Ground supervisors

4.3. Representative from testing lab
Do not start FDR-C activities, including test strips, until the listed personnel have attended a preoperation conference.

Relative compaction must be determined under California Test 231 and the following:

1. Test in 0.50-foot depth intervals from the bottom of the FDR-C layer regardless of the layer thickness

2. Obtain material for California Test 216 after pulverizing, mixing water, cement and supplementary aggregate if specified and before compacting

3. Correction for oversize material does notapply

4. A sample must contain no more than 5 percent retained on the 2-inch sieve and 15 percent retained on the 1-1/2 inch sieve
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 12 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287

5. Use the laboratory wet test maximum density closest in proximity to the lot to determine relative compaction. If the relative compaction for a lot is less than 95 percent, perform California Test 216 and California Test 226 for each noncompliant lot and recalculate the relative compaction
Divide the area to receive FDR–C into lots of FDR–C produced. A quantity of FDR–C placed at the end of a work shift greater than 500 sq yd is considered 1 lot. If a quantity of FDR–C placed at the end of a work shift is less than 500 sq yd, you may either count this quantity as 1 lot or include the test results for quality control in the previous lot.

For any lot, stop FDR-C activities and immediately inform the Engineer whenever:

1. Any test result shown in the QC Requirements table or the FDR-C Acceptance Criteria Testing table does not comply with the specifications

2. Visual inspection shows evidence of:

2.1. Poor dispersion or dry spots

2.2. Segregation, raveling, and loosematerial

2.3. Variance of more than 0.05 foot measured from the lower edge of a 12-foot straight edge

2.4. Nonuniform surface texture throughout the work limits

2.5. Repaired areas
If FDR-C activities are stopped, before resuming activities:

1. Notify the Engineer of the adjustments you willmake

2. Remedy or replace the noncompliant lot until it complies withspecifications

3. Obtain authorization
30-4.01D(4) Quality Control, Sampling, andTesting
Designate a ground supervisor whose sole purpose is to monitor the FDR–C activities, advise project personnel, and interface with the quality control testing personnel. The ground supervisor must not have any sampling or testing duties.

Take samples under California Test 125.

Perform sampling and testing for each test strip and at the specified frequency for the quality characteristics shown in the following table:

Quality
characteristic
Test method Minimum
sampling and
testing frequency
Requirement Sampling location Maximum
reporting time
allowance
Water sulfates a
(ppm, max)
California
Test 417 1 per source 1,300 Source Before
work
Water starts chlorides a
(ppm, max)
California
Test 422 1 per source 650 Source
Gradation (%,
passing)b
Sieve Size 3
inch
2 inch
1-1/2 inch
California
Test 202
1 per lot
100
95–100
85–100
Loose mix after
pulverizing and
mixing
24 hours
Moisture content
(%) California
Test 226 2 per day c percentage points Loose mix after
pulverizing and
mixing d
24 hours
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 13 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Unconfined
compressive
strength (psi)
ASTM D
1633e
1 per 2 lots Specified in
section 30-

4.01D(2)
Loose mix after
pulverizing and
mixing d
24 hours after
testing
specimens
Laboratory
maximum wet
density (lf/cu ft)
California
Test 216f
2 per day
Use for relative
compaction
calculation
Loose mix after
pulverizing and
mixing possibly at
same location as a
California Test 231
testd
24 hours
Relative
compaction (%,
min) (wet
density)f
California
Test 231
1 per lot 95 Compacted mix 24 hours
a Only required for non-potable water sources.
b Remove solids larger than 3 inches.
c If test fails, minimum test frequency is 1 perlot
d Sample immediately after mixing iscomplete
e Method A, except:

1. Test specimens must be compacted under ASTM D 1557, Method A or B.

2. Test specimens must be cured by sealing each specimen with 2 layers of plastic at least 4-mil thick. The plastic must be tight around the specimen. Seal all seams with duct tape to prevent moisture loss.

Sealed specimens must be placed in an oven for 7 days at 100 ± 5 degrees F. At the end of the cure period, specimens must be removed from the oven and air-cooled. Duct tape and plastic wrap must be removed before capping. Specimens must not be soaked before testing. f Verify the moisture content reading made under California Test 231 with California Test 226.

Measure and record the actual cut depth at both ends of the pulverizing drum at least once every 300 feet along the cut length. Take measurements in the Engineer's presence. 30-4.01D(5) Acceptance Criteria
FDR–C acceptance is based on:

1. Visual inspection for the following:

1.1. Segregation, raveling, and loosematerial

1.2. Variance of more than 0.05 foot measured from the lower edge of a 12-foot straight edge

1.3. Uniform surface texture throughout the worklimits

1.4. Repaired areas

2. Compliance with the quality characteristics shown in the following table:

Quality Characteristic Test Method Requirement
Cement application rate
(lb/sq yd)
Calibrated tray or equal 540 lbs/sy ± 5%
Relative compaction
(%, min, wet density)
California Test 231b 97
Thickness (ft) a Core measurements ±0.05 of the
thickness shown
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 14 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 a Take 4- or 6-inch diameter cores from random locations the Engineer selects. The Engineer may require 3 locations per lot; coring more than 3 locations per lot is change order work. At time of coring, submit cores to the Engineer for measurement.
b Perform California Test 216, except obtain material after pulverizing, mixing water, cement, and supplementary aggregate if specified, and before compacting.

The cement content shall be determined by a Job Mix Design, field sampling and testing by the Contractor to provide a minimum compressive strength of 300 psi in the FDR material per Section 30-4.
30-4.02 MATERIALS
30-4.02A General
Not Used
30-4.02B Supplementary Aggregate
Not Used
30-4.02C Cement
Cement must be Type II portland cement specified in ASTM C 150/150M. 30-4.02D Water
Notify the Engineer if a water source other than potable water is used and perform testing for chlorides and sulfates.
30-4.02E Mixed Material
The moisture content at the time of mixing must comply with the OMC within 2 percentage points.
30-4.02F Asphaltic Emulsion
Asphaltic emulsion must be Grade SS1h.

For dilution, the weight ratio of water added to asphaltic emulsion must not exceed 1 to 1. 30-4.02G Core Backfill Material
Material to fill cored holes for thickness measurements must be packaged rapid-hardening cementitious material under ASTM C 928, Type R2 or R3.
30-4.03 CONSTRUCTION
30-4.03A General
Do not start FDR–C activities if the ambient air temperature is below 40 degrees F or the road surface is below 40 degrees F. If the ambient air temperature falls below 40 degrees F during FDR–C activities, you may only compact and finish FDR–C. 30-4.03B Equipment
Do not interrupt traffic while servicing FDR–C equipment.

The FDR–C machine must have independent and interlocked systems for water and must include the following:

1. Digital electronic controller system

2. Pumping system

3. Spray bar system
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 15 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Storage equipment for water must not leak and must be attached to the FDR-C machine with a tow bar and hose.

Grading and compacting equipment must be self-propelled and reversible. The frequency and amplitude of vibrating rollers must be adjustable and exceed a force of 15 tons in vibratory mode.

Grading equipment must be a motor grader with automatic grade controls for profile elevation and cross slope.
30-4.03C Surface Preparation
Before FDR–C activities start, prepare the existing roadway surface by:

1. Clearing foreign matter including vegetation

2. Removing standing water

3. Referencing the profile and cross slope

4. Marking the proposed longitudinal cut lines on the existing pavement as follows:

4.1. Cut lines must coincide with points where the existing cross slope changes, approximately at the centerline and edge of traveled way

4.2. Cut lines must indicate the sequence of thecuts
If excess material is to be stored adjacent to the shoulder, clear and dispose of the weeds, grass, and debris from the area.
30-4.03D Pulverizing
Do not leave a wedge where the pulverizing drum cuts into the existing material. The 1st cut width must use the full width of the pulverizing drum. Subsequent cuts must overlap at least 4 inches. Do not leave a gap of unpulverized material between cuts. If an overlap is more than 4 inches, immediately adjust. If an overlap is less than 4 inches, immediately back up and pulverize the deviation along the correct cut line.

Mark the existing pavement where the center of the pulverizing drum stops. Start the following cut on this alignment at least 2 feet behind themark.

If you encounter unstable subgrade or rocks greater than 4 inches in the roadway section, notify the Engineer. The Engineer determines the extent of the problem and the corrective measures to be taken.

Add to section 30-4.03D:

Shaping and Grade Control. You are responsible for continuous grade control and cross slope control including any surveying as required.

It is expected that the pulverized material will swell 15 to 30 percent prior to compaction. The typical section control line must be vertically parallel to the centerline of the existing roadway unless otherwise shown in the plans. The cross-slope must be constructed as shown on the plans or as directed. You are also required, as determined, to make adjustments to the existing roadway profile to provide a consistent grade and to avoid adding new material or wasting existing material in excess of that allowed in the contract. You are responsible for the off hauling and disposal of excess material. If necessary as determined, you must reestablish the roadway profile and cross-slopes to provide a roadway section which is consistent with the typical section shown on the plans.
30-4.03E Spreading Materials
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 16 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Spread cement uniformly over the full roadway surface width. Do not spread cement more than 30 minutes before mixing. Do not apply dry cement in windy conditions that will result in dust outside the FDR–C area. The spread rate must be the ordered rate in lb/sq yd ± 5 percent.

Do not spread cement and supplementary aggregate before pulverizing. 30-4.03F Mixing
The overlap requirements in section 30-4.03D apply to mixing. With each cut, adjust the amount of water proportionally to the actual cut width. If an overlap is less than 4 inches, immediately back up and pulverize the deviation along the correct line without adding water or cement.

Water must be injected through the pulverizing machine. The injection rate of mixing water must be sufficient to produce the FDR–C material mixing moisture content described in the mix design.

Mark where the center of the pulverizing drum stops. Start the following cut on this alignment at least 2 feet behind the mark.

Before compacting, remove solids larger than 3 inches by hand. 30-4.03G Compacting and Grading
Immediately after pulverizing and mixing, compact FDR–C to the minimum relative compaction.

Do not allow more than 2 hours between final mixing of the pulverized material with cement and completion of compaction with vibratory steel drumrollers.

If the established grade will cause noncompliance with the thickness requirements, notify the Engineer.

Compacted FDR Cement to have minimum relative compaction of 97% and minimum compressive strength of 300psi.
30-4.03H Finishing
The finished FDR–C surface must not vary more than 0.05 foot from the lower edge of a 12- foot straight edge laid in directions parallel and perpendicular to the centerline.

Immediately after compaction, apply water and roll with pneumatic-tired rollers or steel drum roller with no vibration. The finished surface must be free of ruts, bumps, indentations, segregation, raveling, and any loose material.

Keep the compacted surface damp by lightly watering until asphaltic emulsion is applied.

Apply a coat of diluted asphaltic emulsion to the finished surface when it is damp but free of standing water. The application rate of asphaltic emulsion must be from 0.13 to 0.25 gal/sq yd.

Do not water after applying asphaltic emulsion. Do not open to traffic without authorization.

Before placing HMA, maintain the FDR–C surface free of ruts, bumps, indentations, raveling, and segregation.

Excavate unsuitable material to a depth of 0.5 feet and dispose per Section 19. The limits of removal will be designated by the Engineer.

Backfill the space resulting from excavating unsuitable material with a single 0.5-foot lift of hot mix asphalt per Section 39, method process. Make a single pass with a static steel roller over the 0.5-foot lift.

Immediately before placing HMA, apply asphaltic emulsion at a rate from 0.03 to 0.05 percent residual binder content.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 17 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Do not place HMA until authorized.
30-4.04 PAYMENT
Full-depth reclamation is measured by the square yard as the constructed length and width of FDR–C.

If an increase or decrease in the specified cement content is ordered, payment for the increase or decrease in cement will be the cost of cement perton.

Asphaltic emulsion is measured under section 94. Water required to complete the work is considered incidental.

If removal of unsuitable material is described, removing unsuitable material is paid for as Supplemental Item – Soft Spot Repair. Payment is only made for the work completed. You have no claim to that portion of the item which is not necessary for the project as determined by theEngineer.

Full compensation for Full Depth Reclamation, including all labor, materials, tools, equipment 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 price paid per square yard for Bid Item, Full Depth Reclamation (FDR) Cement, complete and in-place, and no additional compensation will be allowed therefor. 10-1.17-22 CURB AND GUTTER, CURB RAMP, SIDEWALK, DRIVEWAY APRON, MEDIAN CURB,

AND DETECTABLE WARNING SURFACE
Curb and Gutter, Curb Ramp, Sidewalk, Driveway Apron, Median Curb, and Detectable Warning Surface shall conform to the provisions in Section 73, “CONCRETE CURBS AND SIDEWALKS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

Detectable warning surface installed on new concrete must be Cast-in-Place and on the Caltrans Authorized Materials List except where noted on the plans. Detectable warning surface installed on existing concrete must be on the Caltrans Authorized Materials List, but may be surface applied (retrofit). Detectable warning surface shall be measured per square foot of installed area per Caltrans RSP A88A.

Remove, replace, and reconnect any existing sidewalk underdrains within the limits of new sidewalk or curb ramp. Removing, replacing, and reconnecting any existing underdrains shall be considered as included in the price paid per square foot of sidewalk or curb ramp and no additional compensation will be allowed therefor. Replace sidewalk underdrains per Standard Plan 150-3, “Curb Drain” of the Standard Plans for Public Works Construction. All saw cutting, backfill, and any necessary landscape material replacements shall be included in this bid item.

Where cut and fill situations are adjacent to the concrete improvements, excavation and backfill shall be considered as included in the price paid for the various concrete bid items.

Replace HMA road section (pave-out) within 1-week of pouring concrete. HMA section shall match the existing road section or as shown on the plans, whichever is greater. Until the permanent pavement adjacent to the concrete is placed, cold-mix asphalt shall be maintained at all times at a grade level with the street, suitable for the safe passage of traffic. Temporary cold-mix patching must be maintained daily, kept in a smooth, firm, dust-free condition. Where allowed by the ENGINEER, temporary cold-mix patching may be maintained until the remainder DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 18 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 of the street’s pavement restoration work begins. Installation, maintenance, and removal of temporary cold-mix patching shall be considered as included in the price paid for the various concrete bid items.

Curb ramps shall be measured from top back of curb and includes retaining curb and sidewalk transition zones. Curb ramps shall be paid as Bid Item, Curb Ramp. Concrete gutter adjacent to curb ramps shall be considered as included in Bid Item, Curb and Gutter.

Curb and gutter, regardless of height of curb, including curb adjacent to curb ramps, or Driveway Aprons, shall be measured and paid as Bid Item, Curb and Gutter.

Concrete must comply with Section 90 of the Standard Specifications.

Aggregate base must comply with Section 26 of the Standard Specifications.

Earthwork must comply with Section 19 and 77-1 of the Standard Specifications.

Prepare subgrade to required grade and cross sections as shown on the plans. Fill any excavation made below the base subgrade with imported base material approved by the ENGINEER.

Prepare subgrade to optimum moisture content and compacted to a relative compaction of ninety-five percent maximum density. Use mechanical compacting equipment. Remove all form and construction debris. Backfill all excavations to grade. Backfill all landscape areas with clean native soil and cover with 2 inches of mulch unless shown otherwise on the plans. The area adjacent to back of sidewalk must be:

1. Level

2. Properly sloped or

3. Retaining curb or wall constructed.

PAYMENT
Full compensation for Curb and Gutter, Curb Ramp, Sidewalk, Driveway Apron, and Median Curb, including all labor, materials, tools, equipment 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 square footage or linear footage price paid for Bid Item, Curb and Gutter, Curb Ramp, Sidewalk, Driveway Apron, and Median Curb, complete and in-place, and no additional compensation will be allowed therefor.

Excavation, embankment, preparing subgrade, placing and compacting sand or aggregate base for Curb and Gutter, Curb Ramp, Sidewalk, Driveway Apron, and Median Curb shall be considered as included in the various prices paid per square foot or linear foot for Bid Item, Curb and Gutter, Curb Ramp, Sidewalk, Driveway Apron, and Median Curb, complete and in-place, and no additional compensation will be allowed therefor.

Full compensation for Detectable Warning Surface, including all labor, materials, tools, equipment 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 price paid per square foot for Bid Item, Detectable Warning Surface, complete and in-place, and no additional compensation will be allowed therefor.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 19 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 10-1.23 DECORATIVE CROSSWALK – LITHOCRETE
Decorative Crosswalk – Lithocrete shall be colored concrete pavement for crosswalk and be furnished and installed as shown on the plans and in conformance with this Section.

STANDARDS
A. Unless otherwise shown or specified, all materials and methods shall conform to the appropriate current sections of Standard Specifications and applicable ASTM Specifications as they reasonably apply to this work

SUBMITTALS
A. Product Brochure
B. Product Specification
C. Submit successful experience of Lithocrete Paving Subcontractor Qualifications providing evidence of a minimum of 3 successful local Lithocrete projects within a 100-mile radius of the project location.

D. Submit Lithocrete installation workers project experience. Superintendent or Foreman shall have no less than 5 years of Lithocrete construction experience. Concrete finishers shall have no less than 3 years of Lithocrete construction experience.

E. Submit a mix-design complying with the applicable design mixes listed above with modifications related to the use of Lithocrete.

F. Submit a 1-pound sample of each Lithocrete surface-seeded aggregate to be used.

G. Submit a 100-pound sealed bag of each Lithocrete surface-seeded aggregate to Client for future repairs of damaged Lithocrete concrete paving.

H. Submit a 50-pound sealed bag of washed concrete sand similar to type used during installation of Lithocrete.

I. A copy of the current year Accreditation Certificate provided by the Manufacturer to the Applicator or written verification from the Manufacturer that the bidding Applicator is qualified to perform the Work.

J. Product Sample: A 12”x12” min. sample of pavement treatment material, with supplier and source clearly indicated, shall be submitted to the City’s Representative for approval prior to ordering.

K. Work Sample: The Contractor shall demonstrate to the satisfaction of the City’s Representative that he or his subcontractor possesses the skills and experience necessary to perform the work in all aspects required. A five-square-foot sample of colored pavement design shall be installed at the site for the City’s Representative review and approval. The Contractor shall meet or exceed that quality of work in all subsequent work. Contractor shall be responsible for the removal of the sample at the completion of work.

GENERAL
General Conditions
A. Requirements of "General Conditions of the Contract" and of Division 1, "General Requirements," apply to work in this Section with same force and effect as though repeated in full herein.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 20 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Scope of Work
A. Furnish materials, labor, transportation, services, and equipment necessary to furnish and install Craftsmen Glass Seeded architectural concrete paving incorporating the patented Craftsmen Heat Fractured Recycled Glass Surface process as indicated on drawings as Decorative Crosswalk – Lithocrete, and as specified herein.

B. Work included in this Section:
a. Installation of architectural concrete paving called Craftsmen Heat Fractured Recycled Glass Surface under U.S. Patents #6,033,146, #6,016,635 and multiple U.S. Pending Patents, and U.S. Trademarks #6,258,433.
b. Only experienced Architectural Cast-in-place Concrete installers, certified to install Craftsmen Heat Fractured Recycled Glass Surface are acceptable for this project. Acceptance of certification will be based on proof of certification, experience and approved samples and mockups to be provided within 30 days after Notice to Proceed. If timeframe is exceeded, suitable experience is not provided, or mockups are unacceptable – installer will not be eligible to install project.
c. Contact:
i. SHAW & SONS - Ron Shaw or Christina Palpal-latoc – (949) 642-0660 C. Work related in other Sections:
a. Section 328400 – Planting Irrigation: Coordination of irrigation sleeve installation. b. Section 329300 - Plants: Coordination of plant placement. c. Section 321313 – Concrete Paving: Adjacent concrete paving. d. Section 321373 – Concrete Paving Joint Sealants: Installation of caulking.

Requirements of regulatory agencies
A. Federal, State and local laws and regulations governing this Work are hereby incorporated into and made part of this Section. When this Section calls for certain materials, workmanship, or a level of construction that exceeds the level of Federal, State, or local requirements, provisions of this Section take precedence.

B. No procedures, materials or products referenced in this specification may be substituted or replaced with a proposed alternative or equivalent product without the written consent of the Owner.

Applicable standards
A. Specifications and recommended practices of American Concrete Institute (ACI), American Society for Testing and Materials (ASTM), The Uniform Building Code, and U.S. Patents #6,033,146, #6,016,635, and U.S. Trademarks #1,879,329, #2,358,183, and #2,358,054 referred to in this Specification with their individual designations are to be considered part of this Specification.

B. Design and Control of Concrete Mixtures – Thirteenth Edition; Portland cement Association.

Quality Control
A. Quality control to be maintained by licensed installers of Craftsmen Heat Fractured Recycled Glass Surface throughout duration of project.

B. Paving Subcontractor Qualifications: provide evidence to indicate successful experience in providing Craftsmen Heat Fractured Recycled Glass Surface similar to that specified herein and demonstrate successful experience
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 21 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 C. As part of the bid submittal the General Contractor shall submit background information and/or qualifications on their Architectural Cast-in-place Contractor certified for Craftsmen Heat Fractured Recycled Glass Surface installation. This information shall provide evidence to indicate successful experience in providing concrete work identical to that specified herein. A listing of projects shall be provided and shall be reviewed and approved as comparable projects to the specified work by the City prior to award of bid.

Failure to provide this information or the submittal of incomplete or inaccurate information shall give cause to reject the entire bid as non responsive and incomplete. The submittal shall provide the City with evidence of successful experience in Craftsmen Heat Fractured Recycled Glass Surface similar to that specified herein and can demonstrate successful experience through past project documentation and references.

D. Demonstration of experience: provide a minimum of five (5) projects of installed Craftsmen Heat Fractured Recycled Glass Surface architectural cast-in-place concrete totaling at least 25,000 square feet with a reference list of each containing address of installation, contact person and phone number of project’s architect or owner’s representation. Minimum size of each individual installation shall be 5,000 square feet.

Provide two (2) color photos, 8” x 10” size, of each installation listed above representing the installation. Photo #1 shall show the approximate size of the installation. Photo #2 shall be taken approximately 2 to 3 feet from the paving service. See submittals portion of this section for additional information.

E. Supervision: On site superintendent must have a minimum of 10 years experience installing Craftsmen Heat Fractured Recycled Glass Surface.

Site Inspection
A. Verify conditions at site that affect work of this Section.

B. Take field measurements as required.

C. Report major discrepancies between Drawings and field dimensions to Owner's Authorized Representative prior to commencing work.

Submittals
A. Product Data: Submit no later than 10 days after contract award a typed list of products specified in this Section.

B. Shop Drawings:
a. Submit shop drawings for reinforcing steel and accessories in accordance with ACI standards.
b. Paving Jointing and Pour Sequence Plan - submit indicating the following:
i. Proposed layout of construction, dowel basket, and sawcut joints. Clearly delineate the three different joint types.
ii. Layout of paving types as indicated on Drawing Paving Schedule. iii. Concrete pours sequence. Indicate sequence of paving pour installation.

C. Statement of Mix Design: Submit one (1) copy of Statement of Mix Design prepared by batch plant servicing Project for each load delivered to Project. Statement of Mix Design to contain following information:
a. Name, address, and telephone number of batch plant preparing statement of mix design.
b. Date of mix design.
c. Project location.
d. Contractor requesting load delivery.
e. Mix design number.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 22 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 f. Integral color used.
g. Gradations for sand and aggregate.
h. Material weights, specific gravity, and absolute volumes. i. Basis of testing, i.e. UBC 2605 D4 and Title 24 2604 D4. j. Water/cement ratio.
k. PSI rating.
l. Signature of testing laboratory manager.
m. Signed stamp from registered Project structural engineer or architect.

D. Submit evidence of licensed installer qualifications for experience, demonstration of square footage installed, number of projects, and contact information to verify experience as indicated in Quality Control section of this specification.

E. Craftsmen Heat Fractured Recycled Glass Surface (extra stock):
a. One 1-pound sample of each Craftsmen Heat Fractured Recycled Glass Surface specified.
b. One 100-pound sealed bag of each Craftsmen Heat Fractured Recycled Glass Surface specified for use by Owner in future repairs of damaged Craftsmen Heat Fractured Recycled Glass Surface concrete paving.

F. Washed Concrete Sand (extra stock):
a. One 50-pound sealed bag of washed concrete sand similar to type used during installation of Craftsmen Heat Fractured Recycled Glass Surface.

Substitutions
A. None allowed unless approved in writing by City Engineer.

Testing
A. A testing agency may be designated by City Engineer. Testing personnel must meet ASTM E329 requirements.

Mock-Ups
A. Prior to construction, provide (1) 4-foot x 4-foot x 4-inch sample of each Craftsmen Heat Fractured Recycled Glass Surface paving type specified on drawings.

B. Locate mock-ups in a conveniently accessible and protected place. Approved mock-ups will be standard for future Craftsmen Heat Fractured Recycled Glass Surface installation review.

C. Mock-ups to be tested with 3000 PSI pressure washer to simulate typical maintenance procedures.

D. Remove mock-ups from site upon completion of Work and approval by Owner’s Authorized Representative.

Project Conditions
A. Keep work area clean, and in a safe and workmanlike condition so that rubbish, waste and debris do not interfere with work of other trades.

Product Handling
A. Store materials in a dry and protected location. Protect reinforcing steel and dowels from rusting, deformation, staining, and moisture damage.

B. Keep Craftsmen specified aggregate dry at all times prior to installation.

Coordination
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 23 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 A. Notify Owner’s Authorized Representative and contractors performing work related to installation of Contractor’s Work in ample time, so as to allow sufficient time for them to perform their portion of work.

PRODUCTS
Materials
The colored concrete pavement, fortifying base and color shall meet all the requirements as specified below. The Contractor shall submit color, texture and pattern samples for the City to review.

Portland Cement
B. Type I, IA, IL, II, IIA, III, IIIA, IV, and V cements, to conform to ASTM C150.

C. Use same brand of cement from single source throughout entire project.

D. Refer to Drawings for cement type specified.

Washed Concrete Sand
A. Clean, hard, and durable washed concrete sand, conforming to ASTM C33.

B. Use same sand from single source throughout entire project.

Coarse Aggregate
A. Clean, hard, and durable coarse aggregate, conforming to ASTM C33.

B. Use same aggregate from single source throughout entire project.

Washed Concrete Sand
A. Clean, hard, and durable washed concrete sand, conforming to ASTM C33.

B. Use same sand from single source throughout entire project.

Craftsmen heat fractured recycled glass surface
A. Contact specified installer for specified Craftsmen surface-seeded aggregate type, size, color, and distribution percentage. Craftsmen Heat Fractured Recycled Glass Surface finish matching Sample SS #TBD.

B. Use same Craftsmen Heat Fractured Recycled Glass Surface surface-seeded aggregate from same source for each paving type specified throughout entire project.

C. Thoroughly screen and wash aggregates prior to seeding into concrete matrix.

Water
A. Free from deleterious materials such as oils, acids, and organic matter.

Admixtures
A. Integral Concrete Coloring Admixture: Refer to drawings for color type and manufacturer. a. Acceptable Manufacturers:
i. L.M. Scofield: (800) 800-9900
ii. Colorfull by Admixtures, Inc.: (626) 357-3263
iii. QC: (800) 453-8213
iv. Davis Color: (323) 269-7311
v. Solomon Colors: (800) 624-0261
vi. Increte Systems: (800) 752-4626
vii. MasterColor by BASF: (800) 526-1072
B. Air Entrainment Admixtures: Conforming to ASTM C260.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 24 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 a. Acceptable Manufacturers:
i. Grace Construction Products; Daravair, (800) 433-0020 or www.graceconstruction.com/concrete/air_entraining.html#daravair. ii. Master Builders, Inc.; Micro-Air, (800) 628-9990 or www.masterbuilders.com/MB/pub/Product.asp?TypeCat=2&ParentID=78 &ProductID=22.

C. Water Reducing Admixtures: Conforming to ASTM C494, Type A. a. Acceptable Manufacturers:
i. Grace Construction Products; WRDA® (800) 433-0020
www.graceconstruction.com/concrete/water_reducers.html#wrda. ii. Master Builders, Inc.; Micro-Air (800) 628-9990 or
www.masterbuilders.com.

D. ASR Admixture
a. Use ASR mixture when using white, IL or Type III cement in lieu of flyash b. Acceptable Manufacturers:
i. Sika Corporation; Sika Control 75® (800) 933-SIKA or usa.sika.com ii. BASF; Masterlife ASR 30® (800) 628-9990 or https://www.masterbuilders-solutions.basf.us iii. Euclid; Eucon Integral ARC (800)321-7628 or
https://www.euclidchemical.com
iv. GCP Applied Technologies; Rasir® (877) 423-6491
E. Waterproofing Admixtures
a. Use waterproofing admixture when Craftsmen Heat Fractured Recycled Glass Surface is to be poured within 5’-0” of pool water, splash pads, etc. b. Acceptable Manufacturers:
i. Hycrete; Hycrete w1000 (866) 492-7383 or
http://www.hycrete.com/products/waterproofing/hycrete-w1000/ ii. Xypex; Admix c1000 (800)961-4477 or www.xypex.com
iii. Kryton; Krystol Internal Membrane (800)267-8280
https://www.kryton.com/products/krystol-internal-membrane-kim/ Ready Mixed Concrete
A. Batched mixed and transported in accordance with ASTM C94 - "Specifications for Ready Mixed Concrete."
Washed Concrete Sand
A. Clean, hard, and durable washed concrete sand, conforming to ASTM C33.

B. Use same sand from single source throughout entire project.

Reinforcing
A. Reinforcing Steel: Conforming to ASTM A615, clean and free of rust, dirt, grease or oils.

B. Tie Wire: 16-gauge plain cold-drawn steel conforming to ASTM A82, clean, and free of rust, dirt, grease or oils.

C. Supports for Reinforcement:
a. Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars in place.

D. Polypropylene Fiber Reinforcement: 100% virgin multifilament polypropylene fibers, complying with ASTM C 1116 - Type III.
a. Acceptable Manufacturers:

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 25 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 i. Fibermesh; Fibermix Stealth – 1/4” long (423) 892-8080 or www.fibermesh.com/family/stealth.htm.
ii. Grace Construction Products; MicroFiberTM (800) 433-0020 or www.graceconstruction.com/concrete/fibers.html
- Application Rate: 1/2 lb/CY of mix.

Isolation Joint
A. Clean, hard, and durable washed concrete sand, conforming to ASTM C33.

B. Use same sand from single source throughout entire project.

Construction joint dowels
A. Construct Speed Dowel Construction Joints (CJ) at modules no larger than 20’-0” x 20’- 0”. Wire dowel baskets (DB) may be used in lieu of CJs to facilitate larger pour areas.

B. Dowel schedule to match rebar schedule with a minimum spacing of 18” o.c.

C. 5/8” Glass fiber reinforced polymer dowel bar. Contact Aslan FRP at (402) 643-2991 or Owens Corning at (800) GET-PINK.

D. Encase 50 percent of each dowel in a Speed DowelTM plastic sleeve to allow parallel lateral movement of each dowel. Double check fiberglass dowel to Speed dowel tolerance to ensure snug fit. Contact Greenstreak at (800) 325-9504 or www.greenstreak.com/speeddowelhome.htm or contact local suppliers such as White Cap.

Fly Ash
A. CASTM C618 - Type F.

Craftsmen Heat Fractured Recycled Glass Surface Products A. Craftsmen Conditioner
a. Acceptable Manufacturers
i. Shaw & Sons – 949-642-0660
B. Craftsmen Etch-Retarder
a. Acceptable Manufacturers
i. Shaw & Sons – 949-642-0660
C. Craftsmen Hydrolyzed Lithium Quartz Sealer
a. Acceptable Manufacturers
i. Shaw & Sons – 949-642-0660
Curing compound
A. Concrete Curing Compound:
a. Acceptable Manufacturers:
i. Admixtures Inc.; Colorfull Clear Curing Compound – (626) 357-3263 or http://admixtures.home.att.net/
ii. Shaw & Sons, Inc.; Craftsmen Cure and Seal – (949) 642-0660 Sealer
A. Acceptable Products
a. Prosoco, Inc.; Concrete Protector SB – (800) 255-4255 b. Prosoco, Inc.; Concrete Protector WB – (800) 255-4255 c. Sinak Corporation; HLQ-125 – (619) 231-1771
d. Shaw & Sons, Inc.; Craftsmen Cure and Seal – (949) 642-0660 DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 26 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287

EXECUTION
Subgrade
A. Subgrade to meet requirements of project’s soils report.

B. Recommend that a minimum 2-inch layer of graded washed concrete sand compacted to 95 percent relative compaction is placed over subgrade prior to placing concrete.

C. Include an add alternate for Stego 30 ml. sealed sheeting over subgrade under Mirafi 500x soil stabilizer fabric under 6” miscellaneous base.

D. General Contractor to include waterproofing and drainage board when pouring on structure.

E. Ensure that utilities, including irrigation lines are buried and compacted.

Forming
A. Be responsible for design and engineering of form work as well as its construction.

B. Ensure that work conforms to recommended practice for concrete form work (ACI 347), latest edition.

C. Do not exceed 20’-0” by 20’-0” in a formed construction area unless speed dowels and dowel baskets are used.

D. Ensure that form lumber is new #2 or better grade wood. Do not use used form lumber.

E. Perform form layout with a digital electronic transit for line layout accuracy.

F. Allow forms to remain in place long enough to allow concrete to set properly. Remove forms when appropriate.

Mixes and Proportioning
A. Proportion and mix of cement, aggregate, admixture and water to attain required plasticity and strength in accordance with current edition of ACI Manual of Concrete Practice and PCA "Design and Control of Concrete Mixtures."
B. Concrete mixtures to be designed by an approved commercial testing laboratory, using approved materials to obtain specified minimum compressive strength.

C. Concrete Mix Criteria (parameters only, actual mix may vary):
a. Slump: 4 inch, with a 1-inch slump differential between successive batches.

Obtain approval from Owner’s Authorized Representative if slump is outside these parameters.
b. Minimum PSI rating at 28 days: 2,500.
c. Cement quantity per yard of mix:
i. Minimum: 6 sacks.
ii. Maximum: 7 sacks.
d. Water/cement ratio: 0.5-.57.
e. Sand: 70% of total mix.
f. Pea gravel: 30% of total mix.
g. Admixtures:
i. Air entrainment: not recommended. Use waterproofing admixture in place of for freeze thaw conditions.
ii. Shrinkage Reducing: Do not exceed 2% by weight of cement. h. Fly ash: Use only when seeding reactive Craftsmen aggregates such as glass and seashells.
i. Non-Chloride Accelerators: Do not use corrosive accelerators such as calcium chloride.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 27 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 j. Concrete Delivery: Use of concrete loads exceeding 90 minutes from time of batch plant must be approved by Owner’s Authorized Representative. k. Ensure that batch plant guarantees single source supply for cement, sand, and aggregate for the entire project.

Craftsmen heat fractured recycled glass surface installation A. Craftsmen Heat Fractured Recycled Glass Surface is a patented paving process.

Installation of Craftsmen Heat Fractured Recycled Glass Surface must be performed by a licensed Craftsmen Heat Fractured Recycled Glass Surface installer.

B. Contact Shaw & Sons at (949) 642-0660 for installation.

C. Craftsmen Heat Fractured Recycled Glass Surface is installed in accordance under U.S. Patents #6,033,146, #6,016,635 and multiple U.S. Pending Patents, and U.S.

Trademarks #1,879,329, #2,358,183, and #2,358,054.

D. Craftsmen Heat Fractured Recycled Glass Surface finish matching sample #TBD.

E. Craftsmen Heat Fractured Recycled Glass Surface process may incorporate the use of following products:
a. Craftsmen Conditioner
b. Craftsmen Etch Retarder
c. Craftsmen Hydrolyzed Lithium Quartz Sealer
d. Craftsmen vibrating float process – U.S. Patent #6,016,635 e. Craftsmen power trowel process – U.S. Patent #6,016,635 f. Craftsmen pneumatic spray process – U.S. Patent #7,670,081 B2 and #8,246,269
F. Installation procedures:
a. Prepare subgrade to a desired grade elevation;
b. Pump or place a concrete mix over subgrade;
c. Screed concrete mix to a desired FS elevation;
d. Float the top surface of the screened concrete mix, erasing all float lines; e. Seed surface of floated concrete with select sand materials to match select aggregate materials or other complementary select sand materials; f. Embed surface seeded materials with either a mechanical vibrating device or embed by hand by using floats with short back and forth (vibrating) motions to fully implant seeded aggregate, alternating with long leveling back and forth motions;
g. Trowel seeded material into cement/fines concrete paste, hand trowel edges and machine power trowel field panels until surface is flat and tight but massaged open to accept retarder;
h. Apply Craftsmen surface retarder to cover entire seeded area; i. Wash surface films from said exposed surface;
j. After 28 days acid wash to remove free lime and salts and allow drying if reactive materials are used. Contain acid wash wastewater and pump into containers and haul to a hazardous waste facility for disposal. k. Apply hydrolyzed alkali-silica solution per manufactures directions if glass, seashells or other reactive materials are used.
l. Seal paving per manufacturer’s recommendation.

Jointing
A. Refer to ACI 302 “Guide for Concrete Floor and Slab Construction” for work under this section.

B. Construction and Contraction Joints:
a. Sawcut construction and contraction joints in locations indicated on drawings. b. Perform jointing with a new diamond tip circular saw.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 28 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 c. Joint Width: Per Drawings. Do not exceed 3/16-inch in width. d. Depth of sawcuts: 1/4 depth of slab.
e. Decorative Sawcut Joints: Per Drawings.
f. Sawcut joints in a straight line with no overcutting (alignment variance shall not deviate more than 1/8” in 10’-0”).
g. Use a hand tool to sawcut up to vertical edges such as walls, steps, curbs and columns. No cutting into vertical surfaces will be allowed.

C. Isolation Joint Caulking:
a. Install isolation joint caulking to be installed under Section 07900 – Joint Sealers.

Curing
A. After Craftsmen Heat Fractured Recycled Glass Surface exposure, cure concrete for seven (7) days without foot traffic and twenty-eight (28) days without vehicular traffic. If a curing compound is required, refer to Section 2.12 of this specification for acceptable curing compounds for use with Craftsmen Heat Fractured Recycled Glass Surface.

Sealing
A. Acid clean entire surface after initial cure (3-day minimum) and seal surface of paving using hydrolyzed alkali-silica solution when reactive materials are used.

B. Follow sealer directions when applying this product (sealer must be applied in 3 to 6 coats. (When installing Heat Fractured Recycled Glass Surfaces or reactive materials other sealers may not prevent ASR and will lead to delaminating.) Maintenance
A. Follow Craftsmen Heat Fractured Recycled Glass Surface Paving Cleaning and sealing care procedures.

B. Surfaces exposed to salts, chlorine, and chemicals should be washed daily with potable water.

C. Pressure wash at the first sign of calcification or salt build up and reseal with hydrolyzed lithium quartz sealer and a water proofing sealer.

Warranty
A. Provide an 8-year standard warranty

OPENING TO TRAFFIC
A. Installation shall be staged such that at least one lane of traffic on each affected street is open to traffic at all times. Provide traffic guidance/control to alternate access points to intersecting streets if those streets are completely blocked during installation.

CLEAN-UP
All waste produced as a result of stamped and colored pavement treatment construction shall be removed from the site and disposed of legally.

MEASUREMENT AND PAYMENT:

The contract price per square foot for Decorative Crosswalk – Lithocrete shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work including, but not limited to cleaning the existing surface as needed, pavement removal DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 29 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 and installation as needed, repair of poor workmanship or damage, and clean-up all as shown on the plans, specified in these specifications and directed by the Engineer, and no additional compensation will be allowed therefore.

No deduction shall be made for the area(s) occupied by manholes, inlets, drainage structures, bollards, or by any public utility appurtenances within the area. 10-1.24 PAVEMENT STRIPING
Pavement Striping shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS” and Section 85, “PAVEMENT MARKERS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

Pavement markers included in the Caltrans standard plans for the various traffic stripe details shall be considered as included in the price paid for the various Pavement Striping bid items and no additional compensation will be allowed therefor.

Traffic stripes shall be measured per length of striping detail, regardless of spaces between actual striping or number of stripes.

PAYMENT
Full compensation for Pavement Striping, including all labor, materials, tools, equipment 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 linear foot price paid for various Pavement Striping Bid Items, complete and in-place, and no additional compensation will be allowed therefor.
10-1.25 PAVEMENT MARKING
Pavement Marking shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Pavement Marking shall be measured by the areas noted on the Standard Plans for the markings installed.

PAYMENT
Full compensation for Pavement Marking, including all labor, materials, tools, equipment 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 price paid per square foot for Bid Item, Pavement Marking, complete and in-place, and no additional compensation will be allowed therefor.
.
10-1.26 GREEN PAVEMENT MARKING
Green Pavement Marking shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 30 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Full compensation for Green Pavement Marking, including all labor, materials, tools, equipment 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 price paid per square foot for Bid Item, Green Pavement Marking, complete and in-place, and no additional compensation will be allowed therefor. 10-1.27 BLUE PAVEMENT MARKER
Blue Pavement Marker shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Blue Pavement Marker, including all labor, materials, tools, equipment 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 price paid per each for Bid Item, Blue Pavement Marker, complete and in-place, and no additional compensation will be allowed therefor. 10-1.28 RED CURB
Red Curb shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Red Curb, including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Red Curb, complete and in-place, and no additional compensation will be allowed therefor.
10-1.29 CURB INLET
Curb Inlet shall conform to the provisions in Section 5, “DRAINAGE,” of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Curb Inlet, including all labor, materials, tools, equipment 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 price paid per each inlet for Bid Item, Curb Inlet, complete and in-place, and no additional compensation will be allowed therefor.
10-1.30 STORM DRAIN (24”)
Storm Drain (24”) shall conform to the provisions in Section 5, "DRAINAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 31 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 ENGINEER, and as shown on the plans. Included with this work is temporary pavement surfacing as needed to provide a driveable surface prior to pavement rehabilitation work.

PAYMENT
Full compensation for Storm Drain (24”), including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Storm Drain (24”), complete and in-place, and no additional compensation will be allowed therefor.
10-1.31 STORM DRAIN (4”)
Storm Drain (4”) shall conform to the provisions in Section 5, "DRAINAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Storm Drain (4”), including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Storm Drain (4”), complete and in-place, and no additional compensation will be allowed therefor.
10-1.32 STORM DRAIN (48”)
Storm Drain (48”) shall conform to the provisions in Section 5, "DRAINAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Included with this work is temporary pavement surfacing as needed to provide a driveable surface prior to pavement rehabilitation work.

PAYMENT
Full compensation for Storm Drain (48”), including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Storm Drain (48”), complete and in-place, and no additional compensation will be allowed therefor.
10-1.33 STORM DRAIN MANHOLE
Storm Drain Manhole shall conform to the provisions in Section 5, "DRAINAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Storm Drain Manhole, including all labor, materials, tools, equipment 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 DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 32 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 the price paid per each manhole for Bid Item, Storm Drain Manhole, complete and in-place, and no additional compensation will be allowed therefor. 10-1.34 SEWER LATERAL REPAIR
Sewer Lateral Repair shall conform to the provisions in Section 6, "SEWERAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Work shall consist of replacing a portion of existing sewer lateral with PVC within the limits of exposed sewer lateral.

PAYMENT
Full compensation for Sewer Lateral Repair, including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Sewer Lateral Repair, complete and in-place, and no additional compensation will be allowed therefor.
10-1.35 SEWER MAIN REPAIR
Sewer Main Repair shall conform to the provisions in Section 6, "SEWERAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Sewer Main Repair, including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Sewer Main Repair, complete and in-place, and no additional compensation will be allowed therefor.
10-1.36 WATER MAIN REPAIR
Water Main Repair shall conform to the provisions in Section 7, "WATER SUPPLY," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Water Main Repair, including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Water Main Repair, complete and in-place, and no additional compensation will be allowed therefor.
10-1.36A IRRIGATION POINT OF CONNECTION
Irrigation Point of Connection shall conform to the provisions in Section 7, "WATER SUPPLY," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 33 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for providing all materials and labor to establish the Irrigation Point of Connection, including hot tap, service line, Sensus SR-II meter installation, valve, work and materials shown on City of Grover Beach Standard detail W.4-Interim, backfill, trench restoration, all labor, materials, tools, equipment 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 price paid per lump sum for Bid Item, Irrigation Point of Connection, complete and in-place, and no additional compensation will be allowed therefor.
10-1.37 CONNECT TO EXISTING STORM DRAIN MANHOLE
Connect to Existing Storm Drain Manhole shall conform to the provisions in Section 5, "DRAINAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Connect to Existing Storm Drain Manhole, including all labor, materials, tools, equipment 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 price paid per each connection for Bid Item, Connect to Existing Storm Drain Manhole, complete and in-place, and no additional compensation will be allowed therefor.
10-1.38 ADJUST VALVE COVER TO FINAL GRADE
Adjust Valve Cover to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing water valve boxes to the finish grade of the new pavement.

Care shall be taken to keep frames and covers clean. The Contractor shall completely protect with heavy plastic or other suitable material all utility covers or other items which are visible on the surface and will be covered by his operations. This shall be completed prior to the start of operations and approved by the Engineer. Any materials that adhere to the frames and covers shall be removed.

Facilities damaged by the Contractor shall be replaced at the Contractor's expense. Facilities (box and lid or frame and cover) found existing in a damaged condition shall be reported to the Engineer before disturbing.

PAYMENT
Full compensation for Adjust Valve Cover to Final Grade, including all labor, materials, tools, equipment and incidentals and conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the ENGINEER shall be DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 34 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 considered as included in the price paid per each valve cover for Bid Item, Adjust Valve Cover to Final Grade, complete and in-place, and no additional compensation will be allowed therefor. 10-1.39 ADJUST SEWER MANHOLE TO FINAL GRADE
Adjust Sewer Manhole to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing sewer manhole covers to the finish grade of the new pavement.

PAYMENT
Full compensation for Adjust Sewer Manhole to Final Grade, including all labor, materials, tools, equipment 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 price paid per each manhole for Bid Item, Adjust Sewer Manhole to Final Grade, complete and in-place, and no additional compensation will be allowed therefor. 10-1.40 ADJUST GAS VALVE COVER TO FINAL GRADE
Adjust Gas Valve Cover to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing gas valve boxes to the finish grade of the new pavement.

PAYMENT
Full compensation for Adjust Gas Valve Cover to Final Grade, including all labor, materials, DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 35 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 tools, equipment 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 price paid per each valve for Bid Item, Adjust Gas Valve Cover to Final Grade, complete and in-place, and no additional compensation will be allowed therefor. 10-1.41 ADJUST BOX TO FINAL GRADE
Adjust Box to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing electrical boxes to the finish grade of the new pavement.

PAYMENT
Full compensation for Adjust Box to Final Grade, including all labor, materials, tools, equipment 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 price paid per each box for Bid Item, Adjust Box to Final Grade, complete and in-place, and no additional compensation will be allowed therefor. 10-1.42 ADJUST STORM DRAIN MANHOLE TO FINAL GRADE
Adjust Storm Drain Manhole to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing storm drain manhole cover to the finish grade of the new pavement.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 36 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287

PAYMENT
Full compensation for Adjust Storm Drain Manhole to Final Grade, including all labor, materials, tools, equipment 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 price paid per each manhole for Bid Item, Adjust Storm Drain Manhole to Final Grade, complete and in-place, and no additional compensation will be allowed therefor.
10-1.43 ADJUST SURVEY MONUMENT BOX TO FINAL GRADE
Adjust Survey Monument Box to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing survey monument boxes to the finish grade of the new pavement.

PAYMENT
Full compensation for Adjust Survey Monument Box to Final Grade, including all labor, materials, tools, equipment 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 price paid per each monument box for Bid Item, Adjust Survey Monument Box to Final Grade, complete and in-place, and no additional compensation will be allowed therefor.
10-1.44 LOOP DETECTOR SYSTEM
Loop Detector System shall conform to the provisions in Section 87-1, “ELECTRICAL SYSTEMS” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Repair or replacement of any loop detectors or portions of the detector system within the project limits and damaged by the project operations shall be considered as included in this Bid Item.

PAYMENT
Full compensation for Loop Detector System, including all labor, materials, tools, equipment 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 price paid in the lump sum for Bid Item, Loop Detector System, complete and in-place, and no additional compensation will be allowed therefor.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 37 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 10-1.45 RECTANGULAR RAPID FLASHING BEACON
Rectangular Rapid Flashing Beacon shall conform to the provisions in Section 87-7, “FLASHING BEACON SYSTEMS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Rectangular Rapid Flashing Beacon shall include all elements as noted and related to the system as shown on the plans and not included elsewhere within these specifications, including but not limited to, push buttons, connecting with other beacons in the system, signs, poles and foundations, and controllers.

PAYMENT
Full compensation for Rectangular Rapid Flashing Beacon, including all labor, materials, tools, the clamshell base cover “Portland” style PM18CSB from Holophane, equipment 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 price paid per each flashing beacon for Bid Item, Rectangular Rapid Flashing Beacon, complete and in-place, and no additional compensation will be allowed therefor. 10-1.46 PEDESTRIAN STREET LIGHT
Pedestrian Street Light shall conform to the provisions in Section 87, “ELECTRICAL SYSTEMS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Pedestrian Street Light, including all labor, materials, tools, equipment 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 price paid per each street light for Bid Item, Pedestrian Street Light, complete and in-place, and no additional compensation will be allowed therefor. 10-1.47 METER PEDESTAL
Meter pedestal shall conform to the provisions in Section 87, “ELECTRICAL SYSTEMS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Work includes, and is not limited to, all electrical related items as shown on the plans in order to provide a working electrical system, including, but not limited to, coordination with PG&E, new meter pedestal with foundation, modifications to existing services, connections, and testing.

PAYMENT
Full compensation for Meter Pedestal, including all labor, materials, tools, equipment 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 price paid per unit cost basis in the Bid Item, Meter Pedestal, complete and in-place, and no additional compensation will be allowed therefor.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 38 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 10-1.48 2” CONDUIT
2” Conduit shall conform to the provisions in Section 87, “ELECTRICAL SYSTEMS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Work includes, and is not limited to, all electrical related items as shown on the plans in order to provide a working electrical system, including, but not limited to, sawcutting, excavation, conduits and conductors, trenching, trench restoration, modifications to existing services, connections, and testing.

PAYMENT
Full compensation for 2” Conduit, including all labor, materials, tools, equipment 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 price paid per linear foot cost basis identified in the Bid Item, 2” Conduit, complete and in-place, and no additional compensation will be allowed therefor.
10-1.49 1” CONDUIT
1” Conduit shall conform to the provisions in Section 87, “ELECTRICAL SYSTEMS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Work includes, and is not limited to, all electrical related items as shown on the plans in order to provide a working electrical system, including, but not limited to sawcutting, excavation, conduits and conductors, trenching, trench restoration, connections, and testing.

PAYMENT
Full compensation for 1” Conduit, including all labor, materials, tools, equipment 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 price paid per linear foot cost basis identified in the Bid Item, 1” Conduit, complete and in-place, and no additional compensation will be allowed therefor.
10-1.50 PULL BOX
Pull boxes shall conform to the provisions in Section 87, “ELECTRICAL SYSTEMS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Work includes, and is not limited to, all electrical related items as shown on the plans in order to provide a working electrical system, including, but not limited to, excavation, connections, and testing.

PAYMENT
Full compensation for Pull Boxes, including all labor, materials, tools, equipment 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 price paid per unit cost basis identified in the Bid Item, Pull Box, complete and in-place, and no additional compensation will be allowed therefor.
10-1.50 TRASH RECEPTACLE
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 39 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 This work shall consist of furnishing all labor, equipment, tools, materials and performing all of the work necessary for completing the following work, as shown on the plans, as specified herein, or as directed by the Engineer to furnish and install new Trash Receptacle

QUALITY ASSURANCE
A. General: Submittals to be in accordance with the requirements of the Standard Specifications. Review or acceptance, as specified, by the Engineer is required prior to commencement of work.

B. Product Data: Submit the following product information to the Engineer for acceptance:

1. Trash Receptacles: Manufacturer’s literature.

PRODUCT DELIVERY, STORAGE AND HANDLING
A. Handling of site furnishings: The Contractor is cautioned to exercise care in handling, loading, unloading, storing and installation of site furnishings. All materials shall be transported in a vehicle that allows the materials to lie flat, not to subject it to undue bending or concentrated external load at any point. Any materials that have been dented or damaged will be discarded and, if installed, shall be replaced.

B. Upon receipt at the job site, all materials shall be checked to ensure that no damages occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft.

SUBSTITUTIONS, ADDITIONS AND DELETIONS
A. General: Acceptance by the City Engineer and Landscape Architect is required prior to substituting any item under this Section. Contractor shall provide descriptive catalog literature for each item to be substituted.

TRASH RECEPTACLES
A. Shall be Dumor, Model # Receptacle 157-32-25BT, metal steel, side opening with rain hood, color green, Size 32 gallon. Surface mount furnishing, refer to layout plans for location. Install per the manufacturer's recommendations and as detailed on plans.

Dumor, Inc., The Wakefield Company, P.O. Box 6007, Irvine, Ca 92602 www.dumor.com, (949) 552-1130.

LAYOUT OF SITE FURNISHINGS
A. Layout: Layout site furniture according to the locations shown on the drawings, and as required by the Engineer.

B. Adjustments: The Engineer reserves the right to make adjustments in the locations of the site furniture without additional cost to the City.

C. Quantity of furnishings shall be as specified on plans.

MOUNTING OF FURNISHINGS
A. Surface mount furnishings per manufacturer’s specifications and as specified on plans.

B. Cleaning: The contractor shall clean the jobsite of excess materials and any debris that is caused by surface mounting.

Trash Receptacle shall conform to the provisions in Section 12-1.18, “SITE FURNISHINGS” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Trash Receptacle, including all labor, materials, tools, equipment and DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 40 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 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 price paid per unit cost basis as identified in the Bid Item, Trash Receptacle, complete and in-place, and no additional compensation will be allowed therefor. 10-1.51-53 LANDSCAPING WITH PLANTS, TREES (24” B), TREES – PALM, SOIL AMEND, AND

DEEP ROOT BARRIER

PLANTING SCOPE OF WORK
A. All labor, materials, tools and the transportation and performance of all the work required as indicated on the drawings and specifications and reasonably incidental to:

1. Furnishing all plant material.

2. Soil preparation and finish grading.

3. Pre-emergent herbicide application.

4. Planting and fertilizing trees, shrubs and ground covers.

5. Staking trees.

6. Weed control.

8. Clean up

9. Establishment period.

PLANTING REQUIREMENTS
A. Related work: Examine all sections of the specifications and drawings for work related to this section.

B. Verification of job conditions: Contractor shall verify actual job conditions and report any discrepancies between the plans and actual conditions immediately to the Landscape Architect, refraining from doing any work in said areas until given approval to do so. It is the responsibility of the Contractor to coordinate his work with other trades, and be familiar with the locations of drain lines, utility lines and other subsurface improvements that could affect the planting work.

C. Obstruction to planting operations: If rock, plaster, concrete debris, electrical cables, conduits or utility lines are encountered and cause conflict with planting operations, notify the job superintendent and Landscape Architect to arrange relocation or cleanup work.

D. Materials receipts: The Contractor shall submit materials receipts to the Landscape Architect to verify quantities of all materials used.

E. Guarantee: The Contractor shall repair or replace any or all work, together with any adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or material one year for all shrubs and trees, from the end of the establishment period, unusual abuse or neglect excepted.

F. Special Palm Tree Warranty: Twenty-four (24) months after final acceptance of landscape, the palm shall remain in good health and attractive appearance. Contractor liability shall include cost of labor, eqpt. And materials to replace trees of similar size and attractive appearance during the palm tree warranty period (24 months).

G. Inspection notice: The Contractor must give 48 hour prior notice to the Landscape DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 41 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Architect when materials or work are ready to be inspected. The Landscape Architect is not responsible for delays if the Contractor fails to give advance notice for inspection.

H. The Contractor shall maintain continuous power and water supply to all facilities that are directly or indirectly affected by this construction, unless other arrangements are made with the Owner for temporary shut-offs.

I. The Contractor shall protect the public health, safety and welfare during all phases of the work.

PLANT MATERIAL
A. Grade: Quality and size shall conform to the State of California Grading Code of Nursery Stock, No. 1 grade. Nursery grown stock only shall be used.

B. Unacceptable material: All plant material overgrown and root bound, too recently canned, or damaged rootballs, diseased, unhealthy or badly shaped are considered unacceptable and shall be removed from the site.

C. Inspection and Substitutions: Plants shall be the varieties and sizes shown on the plan.

No substitutions shall be used without the written approval of the Landscape Architect. The Landscape Architect shall inspect and approve or reject plant material prior to installation.

D. Plant acclimatization: All plants shall be nursery grown under climatic conditions similar to this project site.

E. Care of plants: Contractor shall adequately protect the plants on site from sun and wind damage before planting. Precautions shall be taken to protect plants newly installed or stored on site from frost damage.

SOIL AMENDMENTS
A. Requirement for soil testing to determine soil amendment specification: To comply with the State of California Model Water Efficient Landscape Ordinance, if required by local code, soil testing may be required to determine the appropriate level of soil amendments for the project. Because the site will be mass graded and/or import soil used to achieve finish grades, the specification below under 2.02-C and D is to be used for bidding purposes as a reasonable baseline applicable to most site conditions where mass grading occurs.

The contractor shall follow the agronomist recommendation in the soil test, using in no case less than 4 cu.yd amendment per 1,000 sq.ft, except if the site soils have 6% or greater organic matter by weight no amendment is required.

If applicable under local ordinance, the contractor shall perform soil testing in a minimum of three locations on the graded site in locations where planting area grades are finished. For residential tracts 15% or approximately 1 in 7 new lots shall be tested.

B. Soil test requirements: Sampling shall be done in accordance with testing lab protocol at the depth for intended plants. The soil analysis shall include soil texture, infiltration rate based on soil texture, infiltration rate table, pH, total soluble salts, sodium, percent organic matter by weight, and agronomist amendment recommendations for "ornamental plants".

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 42 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 The contractor shall supply the Landscape Architect / Owner with two (2) copies of the soils analysis and recommendations.

C. Fertilizers

1. “Agriform” slow release 20-10-5 tablets in 21 gram size as shown on details.

2. ‘GRO-POWER’ slow release 12-8-8 fertilizer at 10 lbs./1000 sq. ft. for ground cover areas.

3. Planting Hole Backfill Mix: ‘GRO-POWER’ 5-3-1 fertilizer at 15 lbs./cu. yd. of mix in all planting hole backfill.

D. Organic Amendments:

1. 'Forest Humus' composted bark mixture by Sequoia Products, or equal, conforming to the following minimum certified test standards in all planting areas at 6.25 cu. yd. per 1000 sq. ft. (2" layer):
a. Free from herbicide residue
b. average nutrient content 2.0 to 5.0
c. average nutrient ratio 3.0 to 8.0
d. C/N ratio less than 13.0
e. Ammonium nitrate ratio less than 100, pH 6.5-7.5
f. Ash to organic matter ratio 35% OM minimum, 65% ash maximum g. Soluble nutrients and salts (EC5 d.w.) less than 3.0 h. Particle size greater than

6.3mm: zero (0).

E. Palm Tree Amendments: Refer to Detail 13-L3.0 for Palm Tree Planting. Clean Washed sand and blood meal shall be mixed into planting hole.

F. Mulches: Bark Mulch: Products typically sold as "shredded walk-on bark" comprised of shredded and composted forest bark, or recycled wood product free from weeds and soil, plastic, metal, and paper debris, and certified free from levels of chlorine, salts or boron in levels that are harmful to ornamental plants, in 3 inch minimum layer in all ground cover and shrub planting areas. Fine shredded "gorilla hair " mulch is not acceptable.

COMBINATION OF MATERIALS
A. Mixing: All materials shall be thoroughly mixed for uniformity.

SOIL PREPARATION
A. Finish grades: Coordinate soil preparation work with the requirements for finish grading following in sub-section 3.03 - FINISH GRADING.

B. Weed and debris removal: All areas to be planted shall be cleared of all weeds and debris prior to soil preparation and finish grading. Dispose of weeds and debris legally offsite.

C. Herbicide application: Apply a systemic, translocative post-emergent herbicide approved of by the Landscape Architect to all weeds in planting areas prior to cultivation. Do not cultivate until all weeds are dead.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 43 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 D. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, paint or other construction substances. Notify job superintendent and Landscape Architect to arrange for clean up. Contractor shall be responsible for removing and replacing soil to a depth of 12 inches in any planting areas contaminated by soil sterilant applied prior to asphaltic concrete paving placement.

E. Spreading amendments: Soil amendments shall be applied to planting areas at specified rates and inspected and approved by Landscape Architect prior to cultivation, or the Contractor shall prepare a test plot under the supervision of the Landscape Architect using the specified amounts of amendment, which shall serve as an approved basis of comparison for the remainder of the soil preparation work.

F. Cultivation: Cultivate amendment into the soil to a depth of six inches. Cultivation shall produce a uniform, well-mixed, loose, friable planting soil. Rake smooth to conform to finish grading requirements.

FINISH GRADING
A. Work by others: Grades shall be established under work of other sections to within 1/10 foot, plus or minus, of required finish grades.

B. Verify existing grades: Contractor shall verify that grades are to within 1/10 foot, plus or minus, of finished grades before performing finish grading and planting. Notify the Landscape Architect prior to commencing soil preparation work if existing grades are not to within 1/10 foot by others, or assume responsibility for conditions as they exist.

C. Conformance to site grading plan: Finish grades shall conform to the site grading plan.

The finish grades of all planting areas shall be 1” maximum and 1/2” minimum below sidewalk or curb grades. All planting areas shall have positive drainage.

D. Finish grading approval: Landscape Architect shall inspect the final grades for conformance to the design intent communicated on the drawings and give approval prior to any planting operations.

TREE AND SHRUB PLANTING
A. General: Do not plant until the irrigation system is fully operative and approved.

B. Location: Locate trees and shrubs in the field as shown on the plans. The Landscape Architect reserves the right to approve the locations of trees and shrubs prior to planting unless waived in writing to the Contractor. Any alterations to locations shown on the plan must be approved by the Landscape Architect.

C. Planting holes: Excavate holes of circular outline with vertical sides, per the planting details. Scarify sides of hole in clay soils.

D. Impervious soils: Where impervious soils are encountered in excavating planting holes, notify the Landscape Architect at once before continuing work.

E. Placement of plants:

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 44 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287

1. Cans shall be removed carefully to avoid damaging the rootball.

2. Set shrubs and trees in holes so that the top of rootball is slightly higher (1/2” maximum) than grade.

3. Form neat and uniform circular basins around plants, conforming to contours of the ground. Basins shall be 2 feet in diameter for 1 gallon stock and 3 feet in diameter for 5 gallon stock and larger.

4. Backfill and stake per drawings and details. Top dress with ‘GRO-POWER’ 5-3-1 fertilizer.

5. Prune plants as directed by Landscape Architect to correct damage or awkward forms.

6. Water thoroughly after planting.

EXISTING PLANTING TO REMAIN
A. Protection: No storing of materials or equipment shall occur within the dripline of existing trees.

B. Pruning: Perform trimming and pruning to achieve attractive balanced forms as directed by Landscape Architect using standard arborist practices.

CLEAN UP
A. Removal of debris: Remove all cans, surplus material and other debris from the site.

Flush or sweep all paved areas of soil, leaves or other material. Neatly rake and dress all planting areas.

B. Dust removal: Rinse foliage of plant materials as often as needed to remove dust generated by work.

ESTABLISHMENT PERIOD and WELO DOCUMENTATION
A. Commencement of establishment period: The establishment period shall begin after all work has been satisfactorily completed and granted final completion notice by the City of Grover Beach. The establishment period shall be 120 days.

B. Responsibility of Contractor: During the establishment period, the Contractor shall maintain all planting areas in a weed free condition, performing pest control, pruning, fertilizing and replacement of dead or unhealthy plants as necessary to establish a healthy, vigorous and attractive planting.

C. Replacement of dead plants: All plants and ground covers that may die during the establishment period shall be replanted immediately. Waiting to replant until the end of the establishment period is not acceptable.

D. MWELO Section 492: Provide 8.5x 11 format written documents complying with CALGreen MWELO sections 492.10 and 492.11: Irrigation controller schedule for appropriate seasons, and schedule of tasks and frequency for ongoing maintenance of the the planting and irrigation.

PAYMENT
Full compensation for Landscaping With Plants, Trees (24” B), Trees – Palm, Soil Amend, and Deep Root Barrier, including all labor, materials, tools, equipment and incidentals and warranties and conforming to all applicable provisions of the Standard Specifications, these DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 45 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Special Provisions, and the requirements of the ENGINEER shall be considered as included in the lump sum, square footage, or per each price paid as identified in the Bid Item, Landscaping With Plants, Trees (24” B), Trees – Palm, Soil Amend, and Deep Root Barrier, complete and in-place, and no additional compensation will be allowed therefor. 10-1.52-58 DRIP IRRIGATION, VALVES, MASTER VALVE, SOV, CONTROLLER, MAIN LINE /

PRESSURE, AND WATERING BAGS / DRY WATER

IRRIGATION SCOPE OF WORK
A. All labor, materials, tools and the transportation and performance of all the work required as indicated on the drawings and specifications and reasonably incidental to:

1. Connection to water supply.

2. Backflow device and gate valves.

3. Irrigation mains, laterals and couplings.

4. Automatic controllers, master valve, electric control valves and wiring.

5. Sprinkler heads.

6. Quick coupler valves.

7. Drip irrigation.

8. Watering Bags

9. Pressure reducer.

10. All related trenching and backfilling.

IRRIGATION REQUIREMENTS
A. Examine all sections of the specifications and drawings for work related to this section.

B. Install irrigation system in accordance with all applicable codes and regulations including the local agency Water Efficient Landscape Ordinance.

C. Contractor shall check static pressure at the irrigation point of connection to the water supply before beginning work and notify Landscape Architect in writing of the pressure available.

D. Contractor shall notify the Landscape Architect 48 hours in advance when each work phase is ready to be inspected. The Landscape Architect is not responsible for delay caused by failure of the Contractor to give prior notice for inspections.

E. Contractor shall provide two copies of an “As-Built” plan of the irrigation system prior to final acceptance of work. One copy shall be laminated with vinyl film, reduced in size if necessary and placed In controller box, and one copy shall be provided to the Owner or Landscape Architect as applicable.

F. As-Built record drawing shall delineate hydrozones. Using the notations on the valve stations callouts on the plan the contractor shall color code the As-Built Drawing to identify low, medium, and high plant factor hydrozones, before laminating and placing in controller.

G. All work under this section will be guaranteed for a period of one year from final approval of work. Any damages caused by the irrigation system shall be the responsibility of the Contractor.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 46 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 H. The Contractor shall maintain continuous power a nd water supply to all facilities that are directly or indirectly affected by this construction, unless other arrangements are made with the Owner for temporary shut-offs.

I. The Contractor shall protect the public health, safety and welfare during all phases of the work.

MATERIALS
A. All materials shall be as indicated on the plan, irrigation schedule and as specified herein.

B. Plastic Fittings: shall be schedule 40 PVC.

C. Control wires: shall be solid copper conductors, 600 volt AC, Type UF-AWG,UL approved for direct burial. Common wire to be #12 size; pilot wires to be #14 size.

D. Tracer Wire: All water pressure lines to be installed with #14 tracer wire except where control wires are located adjacent to pressure lines.

E. Standards for emission devices: All irrigation heads, orifices and nozzles shall meet the requirements of the ANSI standard, ASABE/ICC 802-2014 "Landscape Irrigation Sprinkler and Emitter Standard", with a distribution uniformity low quarter of .65 or higher using the protocol defined in ASABE/ICC 802-2014.

F. Watering Bag / Dry Water System: All new street trees shall include a watering bag.

Refer to Irrigation Plan for location of watering bags. Installation of watering bags shall be per the manufacturer. See notes L1.0.

GENERAL IRIGATION INSTALLATION
A. All installation shall be per plan, details and as specified herein.

B. Landscape water meter: Unless specified otherwise on the irrigation plans or related discipline plans, the irrigation system shall connect to a landscape water meter separate from the domestic water meter.

TRENCHING AND PIPING
A. Trenching next to existing trees: Hand dig all trenches within the canopy dripline of existing trees. Do not cut any roots 2 inches in diameter or over. All cuts shall be clean, using sharp cutting tools. Contractor shall observe and comply with any and all limitations on activities within the tree canopy of existing trees as stipulated by any Tree Protection Plan for the project.

B. Piping under paving: All mains and laterals required under paving shall be in PVC sleeves, on a minimum of 6-inch deep sandy base under pipe, prior to paving.

C. Horizontal clearance: All irrigation lines shall have 12 inches of horizontal clearance from lines of other trades.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 47 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 D. Trench depth: Pressure line minimum depth to be 18 inches Under paving pressure line shall be 24-inch minimum depth. Lateral line minimum depth to be 12 inches. Under paving lateral line minimum depth shall be 24 inches.

E. Joints:

1. All pipe to be cut square.

2. Remove all burrs.

3. Remove all soil, grease, and moisture to form clean dry surface.

4. Apply primer per manufacturer's printed specifications to all piping.

5. Apply cement with correct applicator and quantity per manufacturer's specifications per pipe size.

6. Allow for minimum manufacturer's specifications for various pipe sizes.

7. Allow for minimum manufacturer's set before moving pipe.

8. Allow for minimum manufacturer's cure time before application of water pressure.

F. Dissimilar materials: Provide dielectric fittings between dissimilar materials.

G. Threaded fittings: Teflon tape or “Rectorseal” soft set pipe dope shall be used on all threaded fittings. Wrap threads no more than twice with teflon tape. Do not overtighten fittings.

H. Mark capped ends of pressure lines with a 4x4 redwood stake 18 inches long set directly in front of the end of the pipe. Top of stake to be one inch above grade.

WIRING AND MASTER VALVE
A. Control wire placement: Wires shall be placed under irrigation mains wherever practical and taped to main at 5 foot intervals. Where wires do not parallel pipes, they shall be buried a minimum of 12 inches, taped at 5 foot intervals, and should run along walks or building edges wherever practical. Control lines under paving shall be in PVC conduit 24 inches deep.

B. Single wires: All controller-to-valve runs shall be single, individual wires, one for each valve.

C. Connection to valves: Connect control wires to valves using Rainbird Model ST-03 wire connectors and PT-S5 sealer or equals. Wire should be installed so that a loop encircles the valve. Provide slack so that it can be cut and reconnected as necessary.

D. Valve identification: Attach a 2-inch diameter aluminum or plastic identification tag with the valve/station numbers shown on plans.

E. Valve sequence: Connect control wires to controller in sequential order according to valve/station numbers as shown on plans.

F. Master valve: Unless otherwise specified on the Irrigation Plans or details, install a master valve as a "normally open" valve.

TESTING AND INSPECTION
A. Pre-Construction: An initial pre-construction meeting shall be initiated by the Contractor DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 48 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 and shall be held on-site. The Contractor, Project Foreman, Landscape Architect and owner’s representative shall be present.

B. General: The Contractor shall not allow nor cause any of his work to be covered or enclosed until it has been inspected and approved by the Landscape Architect. Should any of his work be enclosed or covered before such inspection or test, he shall uncover the work at his own expense, and after it has been inspected, tested and approved, shall make all repairs with like materials necessary to restore all his work and that of other Contractors to its original condition.

C. Pressure test: After completion of the piping system and prior to back-filling and installation of the sprinkler heads, the entire system shall be thoroughly flushed under pressure to remove dirt, scale or other material from the lines. The pressure lines shall then be tested at full pressure for 2 hours with couplings exposed and pipe sections center loaded. Provision shall be made to bleed the lines of air. Should any leaks develop, the system shall be retested following repair. The pressure test must be made in the presence of the Landscape Architect.

D. Repairs: The use of caulking or cement to repair leaks is prohibited.

BACKFILLING
A. Compaction: After the work has been inspected and approved, backfill all trenches with fine earth materials and tamp to 90 percent compaction. All trenches shall be left flush with adjoining grade in a firm unyielding condition. Flooding of trenches shall not be permitted.

DRIP SYSTEM
A. Inline Tubing Placement: Rainbird XFD-06-18 tubing placement shall be in parallel rows spaced per plan designation for each valve circuit using the table on the plan to install the correct number of parallel rows for the width of planting area. Maximum tube run lengths shall not exceed the manufacturer's specified maximum lengths for tube type, pressure and flow rate. Install supply header, exhaust header and manual flush valves consistent with plans, details and manufacturer specification.

B. Alternate layout: In line tubing supply header configuration and lateral line connections are schematic. It is recognized that field conditions at time of installation may preclude strict conformity with the plan. Alternate layouts such as center feed grid layout, branching laterals & joining laterals illustrated in manufacturer literature may be employed to achieve optimal function.

C. Tubing in Small or Irregular Areas: Rainbird XFD-06-18 "Lite" layout configuration (parallel meandering continuous tubing may be employed on planting area less than 100 sq ft in area.

D. In Line Tubing on Slopes: Install check valves per manufacturer's details to limit downslope drainage.

CLEANUP
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 49 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Remove all excess materials and other debris from the site. Sweep all paved areas of soil, leaves and other material. Rake clean all landscaped areas.

PAYMENT
Full compensation for Drip Irrigation, Valves, Master Valve, SOV, Controller, Main Line / Pressure, and Watering Bags / Dry Water, including all labor, materials, tools, equipment 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, linear footage, square footage, or per each price paid as identified in the Bid Item, Drip Irrigation, Valves, Master Valve, SOV, Controller, Main Line / Pressure, and Watering Bags / Dry Water, complete and in-place, and no additional compensation will be allowed therefor.

BID ALTERNATIVE # 1 – AC GRIND & OVERLAY
10-2.01 HOT MIX ASPHALT (TYPE A)
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 50 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Hot Mix Asphalt shall conform to the provisions in City Standard Specification Section 4.03.E.1., “Asphalt Concrete”, State Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

The Standard HMA construction process shall be used. The Method HMA construction process may be used for miscellaneous HMA areas.

Use ½ inch HMA Type A aggregate gradation unless specified otherwise.

Use PG 64-10, in compliance with Section 92, for asphalt binder unless otherwise directed by the ENGINEER.

PAYMENT
Full compensation for Hot Mix Asphalt, including all labor, materials, tools, equipment 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 tonnage price paid for Bid Item, Hot Mix Asphalt (Type A), complete and in-place, and no additional compensation will be allowed therefor.
10-2.02 2” GRIND
Existing asphalt concrete shall be ground for full street width (curb to curb) grinding per the areas shown on the Plans, in accordance to these Specifications, and as directed by the Engineer.

The grinding machine shall be equipped with a cutter head of at least 30” in width and shall be operated so as not to produce fumes or smoke. The grinding machine shall be capable of grinding the pavement without requiring the use of a heating device to soften the pavement during or prior to the grinding operation.

The Contractor shall be responsible for all damage to the grinding machine caused by hitting any hidden objects during the grinding operation. In addition, the Contractor shall be responsible for the cost of repairing any facility that is damaged by the grinding machine, and no extension of time or additional compensation will be granted due to delays caused by damaged grinding machine.

The material ground from the roadway surface and remnants or slivers of existing asphalt concrete, including material deposited in existing gutters, driveways, around structures, on the landscape areas, or on the adjacent traveled way, shall be immediately removed and disposed of outside the highway right-of-way in accordance with the provisions of Section 7-1.13, “Disposal of Material Outside the Highway Right-of-Way,” of the Standard Specifications.

Removal of this material shall be considered as included in this item of work and no additional compensation will be allowed. Removal operation of ground material shall be concurrent with grinding operations and shall follow within 250 feet of the grinder, unless otherwise directed by the Engineer.

When the entire existing pavement section and any underlying material are removed, prior to paving, the remaining surface material shall be compacted to 95% if the remaining material is aggregate base or sub-base materials and 90% if subgrade materials. After compaction, any low areas shall be brought to final grade for paving by placement, fine grading, and compaction of aggregate base to minimum 95% compaction at the Contractor’s expense.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 51 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287

PAYMENT
Full compensation for 2” Grind, including all labor, materials, tools, equipment 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 price paid per square foot for Bid Item, 2” Grind, complete and in-place, and no additional compensation will be allowed therefor. The quantities to be paid for will be the actual roadway surfaces areas that are ground, irrespective of the number of passes required to obtain the required depths and widths as measured from existing lip of gutter. Adjustments in grinding depth of up to +½” required to achieve the results specified herein will be considered as included in the contract unit price and no additional compensation will be made. 10-2.03 PAVEMENT STRIPING
Pavement Striping shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS” and Section 85, “PAVEMENT MARKERS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

Traffic stripes shall be measured per length of striping detail, regardless of spaces between actual striping or number of stripes.

PAYMENT
Full compensation for Pavement Striping, including all labor, materials, tools, equipment 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 linear foot price paid for various Pavement Striping Bid Items, complete and in-place, and no additional compensation will be allowed therefor.
10-2.04 PAVEMENT MARKING
Pavement Marking shall conform to the provisions in Section 84, “TRAFFIC STRIPES AND PAVEMENT MARKINGS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans. Pavement Marking shall be measured by the areas noted on the Standard Plans for the markings installed.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 52 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 10-2.05 ADJUST VALVE COVER TO FINAL GRADE
Adjust Valve Cover to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing water valve boxes to the finish grade of the new pavement.

PAYMENT
Full compensation for Adjust Valve Cover to Final Grade, including all labor, materials, tools, equipment 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 price paid per each valve cover for Bid Item, Adjust Valve Cover to Final Grade, complete and in-place, and no additional compensation will be allowed therefor. 10-2.06 ADJUST SEWER MANHOLE TO FINAL GRADE
Adjust Sewer Manhole to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing sewer manhole covers to the finish grade of the new pavement.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 53 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 10-2.07 ADJUST SURVEY MONUMENT BOX TO FINAL GRADE
Adjust Survey Monument Box to Final Grade shall conform to the provisions in Section 15-2.10B, “ADJUST FRAMES, COVERS, GRATES, AND MANHOLES,” of the Standard Specifications, these Special Provisions and as shown on the plans.

This work shall consist of raising or lowering existing survey monument boxes to the finish grade of the new pavement.

PAYMENT
Full compensation for Adjust Survey Monument Box to Final Grade, including all labor, materials, tools, equipment 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 price paid per each monument box for Bid Item, Adjust Survey Monument Box to Final Grade, complete and in-place, and no additional compensation will be allowed therefor.
10-2.08 LOOP DETECTOR SYSTEM
Loop Detector System shall conform to the provisions in Section 87-1, “ELECTRICAL SYSTEMS” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

BID ALTERNATIVE # 2 – STORM DRAIN EXTENSION – 8TH TO 9TH & RAMONA AVE DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 54 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 10-3.01 MOBILIZATION
Mobilization shall conform to the provisions in Section 9-1.16D, “MOBILIZATION,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

All work items included in the plans that do not have associated bid items shall be considered as included.

PAYMENT
Full compensation for Mobilization, including all labor, materials, tools, equipment 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, Mobilization, complete and in-place, and no additional compensation will be allowed therefor.
10-3.02 CONSTRUCTION SCHEDULE
Construction schedule shall conform to the provisions in Section 8, “PROSECUTION AND PROGRESS,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

Provide updated schedule monthly per the Standard Specifications, these Special Provisions, and per the direction of the ENGINEER. On a monthly basis prior to application for payment, arrange a meeting with the ENGINEER to review updated project schedule. Updates must include accurate progress data and be based upon best judgement. Updates must be made to the project schedule in consultation with all subcontractors and suppliers. Schedule updates DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 55 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 must be submitted when prepared or as requested by the ENGINEER. The ENGINEER will not accept a schedule which shows a project completion date in excess of the contract duration.

Noncompliance with schedule requirements may result in Payment Withholdings per Section 9- 1.16E, “WITHHOLDS” of the Standard Specifications or these Special Provisions.

PAYMENT
Full compensation for Construction Schedule, including all labor, materials, tools, equipment 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 Schedule, complete and inplace, and no additional compensation will be allowed therefor. 10-3.03 CONSTRUCTION SURVEYING
Construction Surveying 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.

PAYMENT
Full compensation for 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.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 56 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 10-3.04 TRAFFIC CONTROL SYSTEMS
Traffic Control Systems shall conform to the provisions in Section 12, “TEMPORARY TRAFFIC CONTROL,” of the Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

If barricades are required after sunset, lights and flashing beacons are required.

Trenches shall be plated for vehicular traffic outside of active construction.

Designated holidays are listed in Section 5, General.

Work shall not commence until the TCP(s) is approved by the ENGINEER.

If work vehicles or equipment are parked within 6 feet of a traffic lane, close the shoulder area.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 57 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 A minimum of 1 drivable traffic lane not less than 10 feet wide must be open for use by traffic at all times.

Trash collection is typically performed curb-side on Fridays within the majority of the work area.

PAYMENT
Full compensation for Traffic Control Systems, including the preparation of all TCPs, all labor, materials, tools, equipment 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, Traffic Control Systems, complete and in-place, and no additional compensation will be allowed therefor. 10-3.05 EROSION CONTROL
Erosion Control shall conform to the provisions in Section 13, “WATER POLLUTION CONTROL,” of the Standard Specifications, these Special, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Erosion Control, including all labor, materials, tools, equipment 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, Erosion Control, complete and in-place, and no additional compensation will be allowed therefor. Moving and changing the erosion control measures as directed by the ENGINEER shall be considered as included in lump sum price paid for Bid Item, Erosion Control.
10-3.06 CURB INLET
Curb Inlet shall conform to the provisions in Section 5, “DRAINAGE,” of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Curb Inlet, including all labor, materials, tools, equipment 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 price paid per each inlet for Bid Item, Curb Inlet, complete and in-place, and no additional compensation will be allowed therefor.
10-3.07 STORM DRAIN (24”)
Storm Drain (24”) shall conform to the provisions in Section 5, "DRAINAGE," of the City of DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 58 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Storm Drain (24”), including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Storm Drain (24”), complete and in-place, and no additional compensation will be allowed therefor.
10-3.08 STORM DRAIN (48”)
Storm Drain (48”) shall conform to the provisions in Section 5, "DRAINAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Storm Drain (48”), including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Storm Drain (48”), complete and in-place, and no additional compensation will be allowed therefor.
10-3.09 STORM DRAIN MANHOLE
Storm Drain Manhole shall conform to the provisions in Section 5, "DRAINAGE," of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

BID ALTERNATIVE # 3 – WATER MAIN EXTENSION – N. 5TH
10-4.01 WATER MAIN EXTENSION (8” PVC C900)
Water Main Extension (8” PVC C900) shall conform to the provisions in Section 7, "WATER SUPPLY" of the City of Grover Beach Standard Specifications, these Special Provisions, per DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B 60 | Page West Grand Avenue (4th-9th) Improvement Project – CIP 2287 the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Water Main Extension (8” PVC C900), including all labor, materials, tools, equipment 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 price paid per linear foot for Bid Item, Water Main Extension (8” PVC C900), complete and in-place, and no additional compensation will be allowed therefor. 10-4.02 GATE VALVES
Gate Valves shall conform to the provisions in Section 7, "WATER SUPPLY" of the City of Grover Beach Standard Specifications, these Special Provisions, per the direction of the ENGINEER, and as shown on the plans.

PAYMENT
Full compensation for Gate Valves including all labor, materials, tools, equipment 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 price paid per each for Bid Item, Gate Valves, complete and in-place, and no additional compensation will be allowed therefor.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B October 11, 2022
FILE NO.: 305561‐001
Mr. Jason Mansfield, PE
BKF Engineers
255 Shoreline Drive, Suite 200
Redwood City, CA 94065
PROJECT: CITY OF GROVER BEACH – CIP 2287 WEST GRAND AVENUE STREETSCAPES WEST GRAND AVENUE – 4TH THROUGH 8TH STREETS

GROVER BEACH, CALIFORNIA
SUBJECT: Geotechnical Pavement Recommendations
REF: Proposal for Geotechnical Exploration and Pavement Recommendations, City of Grover Beach ‐ CIP 2287 West Grand Avenue Streetscapes Project, Grover Beach, California, by Earth Systems Pacific, Doc. No. 2204‐032.PRP, dated April 15, 2022
Dear Mr. Mansfield:

In accordance with your authorization of the above referenced proposal, geotechnical recommendations have been prepared for the reconstruction of the existing asphalt concrete (AC) roadway on West Grand Avenue between 4th and 8th streets in Grover Beach, California.

INTRODUCTION AND SCOPE OF SERVICES
We understand that this project will involve the reconstruction of the existing AC roadway on West Grand Avenue in Grover Beach from 4th street to 8th street. We understand that all lanes will be reconstructed to full depth.

Our scope of services for this project was to perform a geotechnical investigation to measure existing asphalt concrete and aggregate base and identify and sample the subgrade. A subgrade sample was then submitted to our laboratory for R‐value testing, or resistance to deformation under repeated loading (ASTM D2844/D2844‐13). Asphalt concrete and base thicknesses were recorded and are reported herein.

Field reconnaissance and laboratory test data were then analyzed in the development of geotechnical recommendations for the project. Pavement section recommendations are presented in this report.

APPENDIX A DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B City of Grover Beach 2 October 11, 2022
West Grand Avenue Streetscapes

EXISTING CONDITIONS
Currently, the existing roadway appears to be weathered with varying degrees of cracking. The aged AC has minimal fines and oil left in the surface. Alligator cracking, indicative of base failure, has been observed in many spots along the length of the existing roadway and appears to be particularly severe in the wheel tracks of both the eastbound and westbound interior lanes.

Alligator cracking is also present in areas of both the eastbound and westbound exterior lanes.

Concrete curb, gutter and sidewalk confine the roadway along the entire length of the roadway segment.

FIELD INVESTIGATION AND LABORATORY TESTING
To discern the existing pavement section, 10 locations were drilled with a truck mounted Simco EP 200 drill rig equipped with 4 inch outside diameter solid stem auger. Asphalt concrete and aggregate base sections were measured, and subgrade material was identified. Four subgrade samples were obtained from select borings for laboratory testing. Approximate site and boring locations can be found in the attached site vicinity and exploration maps.

The locations explored had existing AC thicknesses ranging from 2.25 to 9.50 inches and were underlain, in most locations, by a layer of fill soil classified assoft sandy lean clay with gravel. The thickness of the fill soil ranged from 9.5 to 12.0 inches and was not present in some locations.

The majority of locations had no aggregate base (AB). The subgrade material in nearly all boring locations was classified as alluvium consisting of loose poorly graded sand. A more detailed description of the borings can be found in the boring logs attached to this report along with a boring log legend. Section thicknesses are represented below in Table 1. Bulk samples were obtained from auger cuttings, and the soil was classified in general accordance with the Unified Soil Classification System and ASTM D 2488‐17.

Table 1: Existing Roadway Conditions
LOCATION AC THICKNESS (IN.) BASE THICKNESS (IN.) FILL LAYER THICKNESS (IN.)
B1 4.75 4.5 ‐
B2 9.50 ‐ 9.5
B3 3.00 ‐ 11.75
B4 2.75 ‐ 16.0
B5 5.50 ‐ ‐
B6 5.75 4.5 ‐
B7 2.75 ‐ 12.0
B8 3.00 ‐ 12.0
B9 2.25 ‐ 16.0
B10 4.75 ‐ ‐
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B City of Grover Beach 3 October 11, 2022
West Grand Avenue Streetscapes
One subgrade sample was submitted to the laboratory and tested for R‐Value, or resistance to deformation under repeated loading (ASTM D 2844/D2844M‐13). The results of the R‐Value tests yielded 58. The laboratory test results are attached.

ANALYSIS AND RECOMMENDATIONS
Based upon the subsurface conditions encountered and our observations, the deteriorated AC appears to be associated primarily with the age of the existing roadway section, an inadequate structural section and increased traffic loading over time.

We understand that the roadway is planned to be fully reconstructed. Table 2 (below) contains minimum pavementsection thicknessesfor City designated traffic indexes based upon the tested R‐value of 58. It should be noted that the below pavement sections assume that the layer of fill material will be removed.

TRAFFIC
INDEX

AC THICKNESS
(IN.)

BASE THICKNESS
(IN.)

7.5 4.25 6.0

8.0 4.50 6.0

8.5 5.00 6.0
Table 2: Roadway reconstruction sections based upon an R‐value of 58.

We recommend that the fill material be removed to the poorly graded sand elevation. The exposed soil surface should then be scarified a minimum of 8 inches, moisture conditioned to optimum moisture content, and recompacted. Native site soils, grindings or additional aggregate base can be used to backfill to planned subgrade. All subgrade and aggregate base should be compacted to 95 percent of the maximum dry density (per ASTM D 1557); particular care should be taken to ensure the utility trenches are properly compacted once subgrade is exposed.

Subgrade and aggregate base should be firm and unyielding when proof‐rolled with heavy, rubber‐tire grading equipment prior to continuing construction.

We understand that the City intends to consider Full Depth Reclamation with Cement (FDR‐C) as an option. FDR‐C should comply with Section 30 of the Caltrans 2018 Standard Specifications. We recommend that the mix design 7‐day unconfined compressive strength meet a minimum strength of 350 psi and a maximum of 500 psi. The cement‐treated section should be a minimum of 10 inches thick. HMA thicknesses should be consistent with Table 2.

We recommend that HMA comply with Section 39 of the 2010 Caltrans Standard Specifications, Standard Process, but that consideration be given to increasing the minimum compaction requirement to 92%.

DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B City of Grover Beach 4 October 11, 2022
West Grand Avenue Streetscapes
Maintenance of drainage and other improvements is critical to the long‐term stability and integrity of the roadway improvements. Finished surfacesshould be freely sloped to drain toward appropriate drainage facilities. Water should not be allowed to stand or pond on or adjacent to pavement areas. To reduce migration of surface drainage into the subgrade, maintenance of pavement areas is critical. A program of slurry sealing of the new pavement should be established, based upon the City’s maintenance program. Typically, approximate 5‐year increments are considered to be appropriate for application of slurry seals. Any cracks that develop in the pavement should be promptly sealed. Pavement edges should be restrained and set back from descending slopes and infiltration facilities to improve the life.

We appreciate the opportunity to have provided services for this project and look forward to working with you again in the future. If there are any questions concerning this report, please do not hesitate to contact us.

Sincerely,
Earth Systems Pacific
Robert Down, PE Sydney Johnson
Associate Engineer Project Manager
Attachments: Vicinity and Exploration Location Map (3 pages) Boring Log Legend (1 page)
Boring Logs (10 pages)
Laboratory Test Result (1 page)
Doc. No.: 2210‐025.LTR/pm
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B NOT TO SCALE 4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786 Date September 2022 Project No. 305561-001 Figure 1 SITE VICINITY MAP City of Grover Beach- West Grand Avenue Streetscapes West Grand Avenue Grover Beach, California BASE MAP PROVIDED BY: Google Earth (2022) NOT TO SCALE SITE DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B NOT TO SCALE 4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786 Date September 2022 Project No. 305561-001 Figure 2 EXPLORATION LOCATION MAP City of Grover Beach- West Grand Avenue Streetscapes West Grand Avenue Grover Beach, California BASE MAP PROVIDED BY: Google Earth (2022) LEGEND Boring Location (Approx.) B5 B1 B2 B3 B4 B5 DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B NOT TO SCALE 4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786 Date September 2022 Project No. 305561-001 Figure 3 EXPLORATION LOCATION MAP City of Grover Beach- West Grand Avenue Streetscapes West Grand Avenue Grover Beach, California BASE MAP PROVIDED BY: Google Earth (2022) LEGEND Boring Location (Approx.) B10 B6 B7 B8 B9 B10 DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B drafting/masters/Boring Log Legend 062719.dwg
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)

OBSERVED MOISTURE CONDITION

DRY SLIGHTLY MOIST MOIST VERY MOIST WET (SATURATED)

TYPICAL BEDROCK HARDNESS

TYPICAL BEDROCK WEATHERING

GRAIN SIZES

CONSISTENCY
DocuSign Envelope ID: C9E30DD3-65E3-4753-A10A-B28DC1BB3351 DocuSign Envelope ID: 6D1945C7-E4E8-4F44-A2C6-AE23DB884F5B DEPTH (feet) USCS CLASS SYMBOL INTERVAL (feet) SAMPLE TYPE DRY DENSITY (pcf) MOISTURE (%) BLOWS PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.