Agenda packet — Barstow City Council, April 21, 2026 (part 1 of 2)

BARSTOW CITY COUNCIL /

BARSTOW FIRE PROTECTION DISTRICT

CITY COUNCIL CHAMBERS
220 EAST MOUNTAIN VIEW STREET
BARSTOW, CA 92311
APRIL 21, 2026
5:15 PM
(HANDICAPPED ACCESSIBLE)
AGENDA

JOINT SPECIAL MEETING
Agenda-April 21, 2026

Page 1 of 5 ends

MAYOR
Timothy R. Silva

COUNCILMEMBERS
Carmen M. Hernandez
James M. Noble
Barbara Mae Rose
John “Tex” Williams

ELECTED CITY CLERK
Andrea Flores

ELECTED CITY TREASURER
Michael Lewis

PLANNING COMMISSIONERS
Juanantonio DeLucas
Paul Niemeyer
Richard Bremen
Beatrice Lint
Ted Weasma

BARSTOW FIRE PROTECTION

DISTRICT
A Subsidiary District of the City of Barstow
Timothy R. Silva
Carmen M. Hernandez
James M. Noble
Barbara Mae Rose
John “Tex” Williams
CALL TO ORDER - CLOSED SESSION 5:15 PM
PLEDGE OF ALLEGIANCE:

ROLL CALL:
 Council Member Carmen Hernandez
 Council Member Barbara Rose
 Council Member John “Tex” Williams
 Mayor Pro Tem James Noble
 Mayor Timothy Silva
PARTICIPATION IS INVITED: IF YOU WISH TO BE HEARD ON ANY

ITEM ON THE AGENDA, PLEASE INDICATE BY FILLING OUT A

SPEAKER REQUEST CARD AND HANDING IT TO THE CITY
CLERK PRIOR TO THE AGENDA ITEM BEING ADDRESSED. IF
SPECIAL ACCOMMODATIONS ARE REQUIRED, 48 HOURS
NOTICE MUST BE GIVEN TO THE CITY CLERK.

CODE OF ETHICS: AS YOUR ELECTED GOVERNING BOARD WE
WILL REMEMBER THE "CODE OF ETHICS" THAT WE
VOLUNTARILY AND UNANIMOUSLY APPROVED. DURING THIS

MEETING WE WILL TREAT EACH OTHER AND THE PUBLIC WITH
PATIENCE, CIVILITY, AND COURTESY. THE DECISIONS MADE

TONIGHT WILL BE FOR THE BENEFIT OF THE BARSTOW
COMMUNITY AND NOT FOR PERSONAL GAIN.

Agenda-April 21, 2026

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PUBLIC COMMENT - CLOSED SESSION: THIS IS THE TIME AND PLACE FOR THE GENERAL PUBLIC

TO ADDRESS THE GOVERNING BOARD ON MATTERS ON THE CLOSED SESSION AGENDA AND WITHIN THE CITY’S JURISDICTION. SPEAKERS ARE ASKED TO LIMIT THEIR COMMENTS TO THREE MINUTES OR LESS. ALL REQUESTS TO SPEAK MUST BE RECEIVED PRIOR TO THE AGENDA ITEM BEING ADDRESSED. IF SPECIAL ACCOMMODATIONS ARE REQUIRED, 48 HOURS NOTICE MUST BE GIVEN TO THE CITY CLERK.

PUBLIC COMMENT - CLOSED SESSION:

CLOSED SESSION AGENDA ITEMS:

1. CONFERENCE WITH LABOR NEGOTIATORS
Conference with Labor Negotiators (Gov. Code § 54957.6) City & District Negotiators: City Manager/District Manager Rochelle Clayton Employee Organizations:

Unit 1 - Teamsters Local 1932
Unit 2 - Teamsters Local 1932
Unit 3 - Barstow Police Officers’ Association
Unit 5 - Barstow Professional Firefighters Association
Unit 6 - Barstow Management Employees’ Association
Unit 8 - Barstow Police Department Management Association All Unrepresented Employees

2. EMPLOYEE PERFORMANCE EVALUATION
(Government Code Section 54957)
Title: City Manager

3. CONFERENCE WITH LEGAL COUNSEL — ANTICIPATED LITIGATION Pursuant to Government Code Section 54956.9(d)(2) & (e)(1), a point has been reached where, in the opinion of the City Council, on the advice of its legal counsel, based on the belowdescribed existing facts and circumstances, there is a significant exposure to litigation against the City. Facts and circumstances that might result in litigation but which the City believes are not yet known to potential plaintiff or plaintiffs. (Government Code Section 54956.9(e)(1)) Number of Potential Cases: 3
REPORT OF CLOSED SESSION:

CALL TO ORDER - REGULAR MEETING 7:00 PM (or immediately following adjournment of Closed Session if adjourned after 7:00 PM):

INVOCATION:

PLEDGE OF ALLEGIANCE: STEM BASKETBALL TEAM
ROLL CALL:
 Council Member Carmen Hernandez
 Council Member Barbara Rose
 Council Member John “Tex” Williams
 Mayor Pro Tem James Noble
 Mayor Timothy Silva
PARTICIPATION IS INVITED: IF YOU WISH TO BE HEARD ON ANY ITEM ON THE AGENDA INCLUDING

ANY ITEM ON THE CONSENT CALENDAR, PLEASE INDICATE BY FILLING OUT A SPEAKER REQUEST CARD AND HAND TO THE CITY CLERK PRIOR TO THE AGENDA ITEM BEING ADDRESSED. IF Agenda-April 21, 2026

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SPECIAL ACCOMMODATIONS ARE REQUIRED, 48 HOURS NOTICE MUST BE GIVEN TO THE CITY CLERK.

CODE OF ETHICS: AS YOUR ELECTED GOVERNING BOARD WE WILL REMEMBER THE "CODE OF ETHICS" THAT WE VOLUNTARILY AND UNANIMOUSLY APPROVED. DURING THIS MEETING WE WILL TREAT EACH OTHER AND THE PUBLIC WITH PATIENCE, CIVILITY AND COURTESY. THE DECISIONS

MADE TONIGHT WILL BE FOR THE BENEFIT OF THE BARSTOW COMMUNITY AND NOT FOR PERSONAL GAIN.

REVIEW AND APPROVAL OF AGENDA: THIS IS THE TIME FOR MEMBERS OF THE GOVERNING BOARD TO CALL FOR REARRANGING THE ORDER OF THE AGENDA; ADDING ITEMS TO OR REMOVING ITEMS FROM THE AGENDA; OR REMOVING ITEMS FROM THE CONSENT CALENDAR FOR DISCUSSION AND/OR SEPARATE ACTION. ITEMS MAY ONLY BE ADDED TO THE AGENDA AS ALLOWED BY STATE LAW, INCLUDING GOVERNMENT CODE SECTION 54954.2, SUBDIVISION (B),

ALLOWING EMERGENCY ITEMS TO BE ADDED BY MAJORITY VOTE AND ALLOWING ITEMS THAT AROSE TO THE CITY’S ATTENTION AFTER THE AGENDA POSTING DEADLINE, BUT WHICH REQUIRE

IMMEDIATE ACTION, TO BE ADDED BY A TWO-THIRDS VOTE OF THE COUNCIL MEMBERS PRESENT

AT THE MEETING, OR, IF LESS THAN TWO-THIRDS OF THE COUNCIL MEMBERS ARE PRESENT, A UNANIMOUS VOTE OF THOSE MEMBERS PRESENT.

PRESENTATIONS: NONE

4. RECOGNITION FOR STEM PHOENIX BASKETBALL CHAMPIONS GIRLS - 1ST TIME CHAMPION AND BOYS - 3X CHAMPIONS
Recommended Action:

Presentation only.

GENERAL, NON-AGENDA PUBLIC COMMENT: THIS IS THE TIME AND PLACE FOR THE GENERAL

PUBLIC TO ADDRESS THE GOVERNING BOARD ON MATTERS NOT ON THE AGENDA AND WITHIN THE CITY’S JURISDICTION. SPEAKERS ARE ASKED TO LIMIT THEIR COMMENTS TO THREE MINUTES OR LESS. ALL REQUESTS TO SPEAK MUST BE RECEIVED PRIOR TO THE AGENDA ITEM BEING ADDRESSED. IF SPECIAL ACCOMMODATIONS ARE REQUIRED, 48 HOURS NOTICE MUST BE GIVEN TO THE CITY CLERK.

PUBLIC HEARINGS:

CONSENT CALENDAR PUBLIC COMMENT: THIS IS THE TIME AND PLACE FOR THE GENERAL PUBLIC TO ADDRESS THE GOVERNING BOARD ON ALL MATTERS ON THE CONSENT CALENDAR.

SPEAKERS ARE ASKED TO LIMIT THEIR COMMENTS ON ALL CONSENT ITEMS TO THREE MINUTES OR LESS. ALL REQUESTS TO SPEAK MUST BE RECEIVED PRIOR TO THE AGENDA ITEM BEING ADDRESSED. IF SPECIAL ACCOMMODATIONS ARE REQUIRED, 48 HOURS NOTICE MUST BE GIVEN TO THE CITY CLERK.

MINUTES ALL AGENCIES:

ACCOUNTS PAYABLE ALL AGENCIES:

5. RATIFICATION OF ACCOUNTS PAYABLE EXPENDITURES FOR MARCH 2026 Recommended Action:

Approve and ratify expenses, as audited checks #102590-102792 totaling $6,114,616.03 and wires #1286-1304 totaling $886,432.08, per the Agency breakdown below:

City: $6,768,045.15
Fire: $233,002.96
Successor Agency: $0.00
Grand Total: $7,001,048.11
Agenda-April 21, 2026

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CITY COUNCIL:

DISCUSSION / ACTION ON DEFERRED ITEMS: (ITEMS PREVIOUSLY TABLED OR PULLED FROM THE

CONSENT CALENDAR BY THE COUNCIL WILL BE CONSIDERED BY THE GOVERNING BOARD AT THIS TIME).

BUSINESS / ACTION ITEMS:

6. SOFTWARE CONSULTING SERVICES AGREEMENT-INTEGRATED TECHNOLOGY

PARTNERS
Recommended Action:

Staff recommends that the City Council approve an amendment to the existing Integrated Technology Services (ITP) contract, increasing the total amount from $125,000 to $297,200 for completion of the remaining Enterprise Resource Planning (ERP) platform implementation, and authorize the City Manager to execute all necessary documents.

7. ADOPT RESOLUTION NO. ____- 2026 APPROVING REVISIONS TO THE CITY’S ENCROACHMENT PERMIT AND TRENCHING SPECIFICATIONS POLICY.

Recommended Action:

Staff recommends that the City Council adopt Resolution No. ____- 2026 and the attached revisions to the City’s Encroachment Permit and Trenching Restoration Policy.

8. DISCUSSION REGARDING THE APPOINTMENT TO THE BARSTOW YOUTH ADVISORY COUNCIL.

Recommended Action:

That the Mayor and City Council appoint members to the Barstow Youth Advisory Committee, and schedule a future meeting to define the Committee’s purpose, structure, and goals.

9. DISCUSSION REGARDING POTENTIAL RENAMING OF FIELDS AT CITY PARKS IN HONOR

OF PUBLIC SAFETY AND MILITARY SERVICE
Recommended Action:

That the Council provide direction to staff regarding the potential renaming of fields at City parks in honor of the Barstow Police Department, Barstow Fire Department, Military Services, and First Responders.

PD PUBLIC SAFETY UPDATES:

COUNCIL COMMITTEE REPORTS:

BUSINESS OF THE COUNCIL:

STAFF REPORTS:

CITY MANAGER'S UPDATE:

ADJOURNMENT:

Individuals electing to later challenge any items listed herein will be limited to addressing only those issues raised at any public hearing or in written correspondence received by the Governing Board prior to the meeting.

Materials related to an item on this Agenda submitted to the Governing Board after distribution of the agenda packet are available for public inspection in the City Clerk's Office at 220 East Mountain View Ste. A, Barstow, CA 92311 during normal business hours.

Agenda-April 21, 2026

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The City of Barstow, in complying with the Americans with Disabilities Act (ADA), requests individuals who require special accommodations to access, attend and/or participate in the City meeting due to disability, to please contact the City Clerk’s Office (760) 255-5122, at least one business day prior to the scheduled meeting to ensure that we may assist you.

I hereby certify, UNDER PENALTY OF PERJURY that this agenda has been posted 72 hours prior to the stated meeting in a place accessible to the public.

Posted on the 17th day of April, 2026.

Approved:
________________________
Rochelle Clayton, City Manager
Joint Special Council/BFPD
04/21/26 05:15:PM
Maribel Hernandez
Doc ID: 6362

CLOSED SESSION AGENDA ITEM
AGENDA MATTER:

CONFERENCE WITH LABOR NEGOTIATORS
EXECUTIVE SUMMARY:

DISCUSSION:

FISCAL IMPACT:

Conference with Labor Negotiators (Gov. Code § 54957.6) City & District Negotiators: City Manager/District Manager Rochelle Clayton Employee Organizations:

CLOSED SESSION AGENDA ITEM
AGENDA MATTER:

EMPLOYEE PERFORMANCE EVALUATION
EXECUTIVE SUMMARY:

DISCUSSION:

FISCAL IMPACT:

None.
(Government Code Section 54957)
Title: City Manager
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Joint Special Council/BFPD
04/21/26 05:15:PM
Maribel Hernandez
Doc ID: 6369

CLOSED SESSION AGENDA ITEM
AGENDA MATTER:

CONFERENCE WITH LEGAL COUNSEL — ANTICIPATED LITIGATION
EXECUTIVE SUMMARY:

DISCUSSION:

Pursuant to Government Code Section 54956.9(d)(2) & (e)(1), a point has been reached where, in the opinion of the City Council, on the advice of its legal counsel, based on the below-described existing facts and circumstances, there is a significant exposure to litigation against the City. Facts and circumstances that might result in litigation but which the City believes are not yet known to potential plaintiff or plaintiffs. (Government Code Section 54956.9(e)(1))
Number of Potential Cases: 3
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Joint Special Council/BFPD
04/21/26 05:15 PM
City Clerk / Records
Maribel Hernandez
Presentation
Doc ID: 6370

AGENDA ITEM
AGENDA MATTER:

RECOGNITION FOR STEM PHOENIX BASKETBALL CHAMPIONS GIRLS - 1ST TIME CHAMPION AND BOYS - 3X CHAMPIONS
EXECUTIVE SUMMARY:

The City Council will present a plaque to STEM Phoenix Basketball Champions.

DISCUSSION:

The City Council will present a plaque to STEM Phoenix Basketball Champions.

FISCAL IMPACT:

None.

RECOMMENDED ACTION:

Presentation only.
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Joint Special Council/BFPD
04/21/26 05:15 PM
Finance
Marisol Tolbert
Account Payable Expenditures
Doc ID: 6357

AGENDA ITEM
AGENDA MATTER:

RATIFICATION OF ACCOUNTS PAYABLE EXPENDITURES FOR MARCH 2026 EXECUTIVE SUMMARY:

Approve and ratify City of Barstow, Barstow Fire Protection District (Fire) and Successor Agency accounts payable expenditures for checks #102590-102792 totaling $6,114,616.03 and wires #1286- 1304 totaling $886,432.08 as described in detail in discussion box below.

DISCUSSION:

Having been audited as prescribed by Government Code Sections 37202 and 37208, the following prepaid checks and wires are herewith submitted for Council approval and ratification:

Wire/Check # Date Fiscal Year Agency Amount
Wires #1286-1296 03/13/26 FY25/26 City $3,054,627.47
Check #102590-102694 Fire $219,173.49
Successor $0.00
Run Total $3,273,800.96
Wires #1297-1304 03/27/26 FY25/26 City $3,713,417.68
Check #102695-102792 Fire $13,829.47
Successor $0.00
Run Total $3,727,247.15
AP Run Grand Total $7,001,0148.11
FISCAL IMPACT:

Expenses conform to City purchasing policies and the budget approved by resolution of the Council.

Accordingly, sufficient funds have been budgeted for these checks.

RECOMMENDED ACTION:

Approve and ratify expenses, as audited checks #102590-102792 totaling $6,114,616.03 and wires #1286-1304 totaling $886,432.08, per the Agency breakdown below:

City: $6,768,045.15
Fire: $233,002.96
Successor Agency: $0.00
Grand Total: $7,001,048.11
5 Packet Pg. 10
Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total 102590 03/04/2026 000480 DEPT OF INDUSTRIAL RELATIONS 1872247 OSHA CITATION City 300.00 300.00 102591 03/13/2026 002064 A2Z LOCK & SECURITY GROUP INC 23473 LOCK REPAIR -DANA City 529.00 529.00 102592 03/13/2026 004142 ALLSTAR FIRE EQUIPMENT 270557 SCBA REPAIR -FIRE Fire 45.00 45.00 102593 03/13/2026 011343 ATLAS ENVIRO ENGINEERING INC 353333 Q4/2025 GROUNDWATER SAMPLING City 5,200.00 7,400.00 353332 Q4/2025 RESIDENTIAL SAMPLING City 2,200.00
102594 03/13/2026 011498 AUTOLIFT SERVICES INC 27927 OSHA REQUIRED SAFETY INSPECTION -FLEET City 2,836.98 2,836.98 102595 03/13/2026 011490 BARNES, MARK MAR2026 MAR 2026 HEALTH INSURANCE REIMB Fire 248.00 248.00 102596 03/13/2026 000293 CA TOOL & WELDING SUPPLY DL5380 HELIUM -PUBLIC WORKS City 28.72 28.72 102597 03/13/2026 010905 CAROLLO ENGINEERS INC FB78663 SEWER CAPACITY ANALYSIS -LENWOOD EV City 16,984.75 16,984.75 102598 03/13/2026 000248 CT SALES DISCOUNT AUTO PARTS 208635-1 FRONT STRUTS -9122 City 362.36 1,592.57 209632-1 TIRE PRESSURE SENSORS -9115 City 221.11
209354-1 FUEL FILTERS -331 Fire 211.48
209302-1 ALTERNATOR -8606 City 203.17
209106-1 LIGHT ASSEMBLY -8630 City 147.36
209364-1 AIR FILTERS City 95.22
208966-1 OIL AND AIR FILTERS FOR STOCK City 93.82
208664-1 AIR FILTERS FOR STOCK City 58.53
209567-1 BRAKE SHOES -9129 City 50.93
209025-1 WIPER BLADES -8450 City 42.90
209559-1 SERPENTINE BELT FOR STOCK City 35.96
209525-1 GREASE FOR BRAKES City 29.17
209436-1 LUG NUTS -8454 City 20.62
209551-1 RADIATOR CAPS -9129 City 12.27
208366-1 OIL FILTERS City 7.67
102599 03/13/2026 002044 DAPEER ROSENBLIT & LITVAK LLP 25397 01/14/26-01/31/26 LEGAL SERVICES -PD City 1,703.80 1,703.80

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026

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Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
102600 03/13/2026 013632 ENTERPRISE FM TRUST MAR2026 MAR 2026 FLEET LEASE - CITY City 9,804.50 40,111.77 MAR 2026 FLEET LEASE - POLICE City 15,839.66
MAR 2026 FLEET LEASE - WWTP City 2,188.50
MAR 2026 FLEET LEASE - SW City 175.62
MAR 2026 FLEET LEASE - POLICE (Q) City 12,103.49
102601 03/13/2026 010834 FASTENAL CAVIC98912 SHOP SUPPLEST -WWTP City 382.72 382.72 102602 03/13/2026 012428 FLOCK SAFETY INV-84837 2026-2027 ANNUAL CONTRACT City 85,000.00 85,000.00 102603 03/13/2026 011712 FLYERS ENERGY LLC CFS-4528470 02/01/26 - 02/1526 FUEL -PD MEASURE Q City 2,867.33 32,875.17 02/01/26 - 02/1526 FUEL -PD City 5,663.97
CFS-4540221 02/16/26 - 02/2826 FUEL -PD MEASURE Q City 2,944.96 02/16/26 - 02/2826 FUEL -PD City 4,357.67
CFS-4533360 02/16/26 - 02/2826 FUEL -FLEET MEASURE Q City 1,075.42 02/16/26 - 02/2826 FUEL -FLEET City 4,408.65
CFS-4523695 02/01/26 - 02/1526 FUEL -FLEET MEASURE Q City 918.14 02/01/26 - 02/1526 FUEL -FLEET City 4,558.02
CFS-4523696 02/01/26 - 02/1526 FUEL -FIRE MEASURE Q City 1,759.49 02/01/26 - 02/1526 FUEL -FIRE Fire 1,131.29
CFS-4533361 02/16/26 - 02/2826 FUEL -FIRE MEASURE Q City 1,793.77 02/16/26 - 02/2826 FUEL -FIRE Fire 780.26
CFS-4523694 02/01/26 - 02/1526 FUEL -WWTP City 494.71
332734 02/16/25 -02/28/26 FUEL -WWTP City 121.49
102604 03/13/2026 003474 GARDA CL WEST INC 10839209 FEB 2026 BANK TRANSPORT City 877.56 877.56 102605 03/13/2026 012817 HIGH DESERT SUPPORT SERVICES 6084352-R8-00985 FEB 2026 BASE OPS -IGSA City 766,511.08 791,147.21 6084354-R8-00985 FEB 2026 MAILROOM -IGSA City 24,636.13 102606 03/13/2026 000751 HI-WAY SAFETY INC 182733 LED BULB -PW SOLAR BEACON City 1,642.83 1,642.83 102607 03/13/2026 011545 KLEINFELDER INC 1574668 JAN 2026 N 1ST AVE -OVERHEAD PS&E City 88,581.84 237,884.91 JAN 2026 N 1ST AVE -OVERHEAD PS&E City 11,476.72
1566256 NOV 2025 N 1ST AVE -OVERHEAD PS&E City 71,647.40 NOV 2025 N 1ST AVE -OVERHEAD PS&E City 9,282.68
1570169 DEC 2025 N 1ST AVE -OVERHEAD PS&E City 50,370.27 DEC 2025 N 1ST AVE -OVERHEAD PS&E City 6,526.00

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Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
102608 03/13/2026 012306 LANGUAGE TESTING INTERNATIONAL L103499-IN BILINGUAL TESTING City 252.00 378.00 L101149-IN BILINGUAL TESTING City 126.00
102609 03/13/2026 013792 LASTING IMAGES LANDSCAPE 103705 FEB 2026 LANDSCAPE SERVICES City 9,654.00 9,654.00 102610 03/13/2026 012397 MASTERS REFRESHMENT SERVICES FEB2026 FEB 2026 REPLACEMENT WATER City 1,066.88 1,066.88 102611 03/13/2026 012893 MCGREGOR SHOTT INC 2377 BUSINESS CARDS -FINANCE City 113.21 113.21 102612 03/13/2026 001040 MERRELL-JOHNSON ENGINEERING IN E2026837 JAN 2026 GRADING PLAN -BIG PROJECT City 9,332.00 46,013.45 E2026832 JAN 2026 ENGINEERING SERVICES City 8,740.50
E2026847 JAN 2026 ST REHAB City 8,242.50
E2026834 JAN 2026 BIG PROJECT City 5,400.00
E2026833 JAN 2026 1ST AVE /MOJAVE City 3,702.00
E2026848 JAN 2026 BROWN PROPERTY City 2,243.25
E2025725 NOV 2025 PROGRAM MANAGEMENT City 1,323.00
E2025728 NOV 2025 PROGRAM MANAGEMENT City 882.00
E2025726 NOV 2025 PROGRAM MANAGEMENT City 735.00
E2026840 JAN 2026 EROSION CTL -BIG PROJECT City 650.25
E2026836 JAN 2026 GEOTECH RPT BIG PROJECT City 612.00
E2026844 JAN 2026 971 ARROYO PLAN CHECK City 612.00
E2026843 JAN 2026 PLAN CHECK -3908 CAPELLA City 573.75
E2026838 JAN 2026 LENWOOD CHANNEL BIG PROJECT City 459.00 E2026839 JAN 2026 DET. ANALYSIS -BIG PROJECT City 459.00 E2025723 NOV 2025 PROGRAM MANAGEMENT City 441.00
E2026845 JAN 2026 MS4 PERMIT COMPLIANCE City 344.25
E2026846 JAN 2026 CEMETERY RESTROOM City 327.00
E2025722 NOV 2025 PROGRAM MANAGEMENT City 169.20
E2025771 DEC 2025 HVAC -CORA City 165.75
E2026842 JAN 2026 WQMP -BIG PROJECT City 153.00
E2025727 NOV 2025 PROGRAM MANAGEMENT City 147.00

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Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
E2025724 NOV 2025 PROGRAM MANAGEMENT City 147.00
E2026913 FEB 2026 BGRD25-0003 REVIEW City 76.50
E2026841 JAN 2026 SWWP -BIG PROJECT City 76.50
102613 03/13/2026 000992 MOBILE OCCUPATION SERVICES INC 103920 PRE EMPLOYMENT TEST City 405.00 680.00 PRE EMPLOYMENT TEST City 70.00
103422 PRE EMPLOYMENT TEST City 70.00
PRE EMPLOYMENT TEST City 10.00
PRE EMPLOYMENT TEST City 65.00
103663 PRE EMPLOYMENT TEST City 40.00
PRE EMPLOYMENT TEST City 20.00
102614 03/13/2026 001103 NAPA AUTO PARTS OF BARSTOW 887015 SERPENTINE BELT -309 City 70.46 406.35 887179 AIR/ FUEL FILTERS -8608 City 63.62
887133 SHOP TOWELS City 55.43
887012 CABIN AIR FILTERS -8632 City 53.74
886567 MOTOR OIL -311 City 53.21
887008 WD40 FOR STOCK City 52.13
886684 LIGHT BULBS -327 Fire 34.54
887048 APPLICATOR BRUSH City 7.41
886497 FUEL LINE -7528 City 6.83
887054 SPARK PLUG -7535 City 5.37
886704 TIRE VALVES -5992 City 3.61
102615 03/13/2026 011608 NURSERY PRODUCTS LLC 64563 DEC 2025 HAULING/DISPOSAL BIO SOLIDS City 5,987.46 15,623.32 63923 NOV 2025 HAULING/DISPOSAL BIO SOLIDS City 5,961.46 63026 OCT 2025 HAULING/DISPOSAL BIO SOLIDS City 3,674.40 102616 03/13/2026 011032 PARS 59918 JAN 2026 PARS FEES City 497.34 497.34 102617 03/13/2026 013615 PERFORMANCE TRUCK REPAIR INC 19793 REPAIR TURBO REPLACEMENT -FIRE 331 Fire 7,685.05 9,911.19 REPAIR TURBO REPLACEMENT -FIRE 331 Fire 2,226.14
102618 03/13/2026 001217 PERMA INV494 FY26/Q3 LIABILITY TRUST DEPOSIT City 85,200.00 489,300.00 FY26/Q3 LIABILITY TRUST DEPOSIT City 404,100.00

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Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
102619 03/13/2026 004206 ROSS, RICHARD FEB2026 FEB 2026 HEALTH INSURANCE REIMBURSEMENT Fire 600.00 600.00 102620 03/13/2026 001370 SAN BERNARDINO CO FIRE DEPT BAR426CC APR - JUN 2026 HAZARDOUS WASTE FEES City 6,601.25 6,601.25 102621 03/13/2026 004876 SHREDYOURDOCS COM 14350 FEB 2026 SHRED SVCS -CIT HALL City 132.00 132.00 102622 03/13/2026 013160 TITAN JANITORIAL 000533 2/16/25-2/28/26 JANITORIAL City 3,125.00 5,825.00 000536 2/16/25-2/20/26 JANITORIAL -PARK City 2,700.00
102623 03/13/2026 001621 UNDERGROUND SERVICE ALERT 1220250065 JAN 2026 UTILITY MARKINGS City 346.00 434.56 25-261968 JAN 2026 REGULATORY COSTS City 88.56
102624 03/13/2026 002205 WHATLEY PC, COLANTUONO HIGHSMITH & JAN2026 JAN 2026 LEGAL SERVICES City 10,935.00 185,249.16 JAN 2026 -LABOR AND EMPLOYMENT City 11,313.00
JAN 2026 -GENERAL SERVICES City 37,156.22
JAN 2026 -FINANCIAL ADVISE City 4,154.00
JAN 2026 -SUBPOENA MATTERS City 2,945.00
JAN 2026 -PITCHES MOTION City 305.00
JAN 2026 -WWTP City 837.00
JAN 2026 -BIG PROJECT City 90,679.22
JAN 2026 -LITIGATION City 26,924.72
102625 03/13/2026 004156 WYMORE, JOHN FEB2026 FEB 2026 HEALTH INSURANCE REIMBURSEMENT Fire 600.00 600.00 102626 03/13/2026 012587 YUNEX LLC 5610281437 JUL 2022 TRAFFIC SIGNAL MAINT City 810.00 810.00 102627 03/13/2026 003222 BARRIENTOS, JOSE 030926 02/27/26 EXTRADITION TO NC City 355.35 355.35 102628 03/13/2026 013006 BARSTOW SENIOR CITIZENS CENTER JAN-FEB2026 JAN/FEB 2026 UTILITIES PER AGREEMENT City 4,200.68 4,200.68 102629 03/13/2026 012859 BIG SKY ELECTRIC INC 26-015-01 ELECTRICAL WORK -WWTP City 3,590.00 3,590.00 102630 03/13/2026 013683 BLUETRITON BRANDS INC 06B8710352412 01/05/26-02/04/26 WATER FOR STAFF City 924.73 924.73 102631 03/13/2026 000105 BNI PUBLICATIONS INC 101799-1 TRAFFIC CONTROL HANDBOOKS -PW City 206.08 206.08 102632 03/13/2026 010975 BOOT BARN INV00568647 FY26 BOOTS -J ADAMS City 163.07 326.14 INV00568648 FY26 BOOTS -R DAVILA City 163.07

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Packet Pg. 15
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
102633 03/13/2026 012017 BRAND, ROBBIE 2690-1 9130-PD PATROL CHARGER TC DAMAGE City 2,811.00 6,228.85 9130-PD PATROL CHARGER TC DAMAGE City 3,417.85
102634 03/13/2026 002177 BURRTEC WASTE INDUSTRIES INC JAN/FEB2026 JAN/FEB 2026 RESIDENTIAL HAULER FEE City 274,512.36 274,512.36 102635 03/13/2026 002177 BURRTEC WASTE INDUSTRIES INC FEB 2026 FEB 2026 ORGANICS PROCESSING City 12,281.57 12,281.57 102636 03/13/2026 012871 CAL-STATE AUTO PARTS INC 276882 TRANSMISSION FLUID/PAN ASSEMBLY City 602.12 1,450.61 540077 REAR BRAKE PADS -311 City 441.46
276318 OIL FOR STOCK City 172.78
276370 OIL FILTERS FOR STOCK City 81.02
276225 OIL FILTERS City 63.51
541970 GLASS CLEANER City 48.75
276567 MOTOR OIL FOR STOCK City 40.97
102637 03/13/2026 013420 COLLICUTT ENERGY 94478 OIL SEAL REPLACEMENT - GENERATOR WWTP City 7,930.45 7,930.45 102638 03/13/2026 003270 CORELOGIC INFORMATION SOL INC 30834194 JAN 2026 PROPERTY DETAIL REPORTS City 462.74 2,313.68 JAN 2026 PROPERTY DETAIL REPORTS City 462.74
JAN 2026 PROPERTY DETAIL REPORTS City 462.74
JAN 2026 PROPERTY DETAIL REPORTS City 462.74
JAN 2026 PROPERTY DETAIL REPORTS City 462.72
102639 03/13/2026 000400 COUNSELING TEAM, THE INV108688 PSYCH EVAL -PD City 1,102.50 1,102.50 102640 03/13/2026 011727 COURTNEY, ZACKARY 030926 PARAMEDIC LICENSE RENEWAL Fire 375.00 375.00 102641 03/13/2026 013730 CRAYON SOFTWARE EXPERTS LLC 262294 MICROSOFT WINDOW RENEWAL City 36,698.51 36,698.51 102642 03/13/2026 013645 CREATING BRAND LEGACY, WORLDWIDE LLC36471 MEDALS - 2026 RUNNING EVENTS City 2,205.45 2,205.45 102643 03/13/2026 000476 DEPARTMENT OF JUSTICE 022161 JAN 2026 FINGERPRINTS City 516.00 1,094.00 JAN 2026 FINGERPRINTS City 130.00
JAN 2026 FINGERPRINTS City 448.00
102644 03/13/2026 000500 DESERT VALLEY MEDICAL GROUP 16038 PRE EMPLOYMENT TEST City 86.00 86.00 102645 03/13/2026 011373 DICK'S SPORTING GOODS INC 314609 BASE BALLS -LITTLE LEAGUE City 2,429.07 2,429.07

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Packet Pg. 16
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
102646 03/13/2026 013824 DOUGHARTY, CAMERON 031026 3/2/26-3/6/26 PC 832 TRAINING PER DIEM City 500.00 500.00 102647 03/13/2026 013429 DTA 2512168 DEC 2025 EV PLAN OF SVC DEPOSIT City 2,399.90 3,964.21 2601137 JAN 2026 EV PLAN OF SVC DEPOSIT City 1,564.31
102648 03/13/2026 012044 DXP ENTERPRISES INC 55686601 SCREW PRESS CONVEYOR MOTOR -WWTP City 1,769.36 1,769.36 102649 03/13/2026 012552 ELOGGER INC 5093 3/30/26-3/30/27 MAINT. RENEWAL -WWTP City 6,145.28 6,145.28 102650 03/13/2026 002834 ENTENMANN-ROVIN CO 0191860-IN FLAT BADGES -PD City 1,008.45 2,348.42 0192427-IN CHIEF FLAT BADGE -PD City 741.00
0192675-IN DETECTIVE FLAT BADGE -PD City 434.14
0192073-IN SGT DOME BADGE -PD City 164.83
102651 03/13/2026 013205 ESTATE OF TYRONE DELOSS 47056 SKID STEEER RENTAL City 658.12 658.12 102652 03/13/2026 013654 FIGUEROA, YESSENIA 1047386.002 10/27/25 CORA DEPOSIT REFUND City 500.00 500.00 102653 03/13/2026 011764 FRONTIER COMMUNICATIONS OF CA 256-3531 CENTRAL SERVICES - CITY MAIN LINE City 1,602.84 5,952.72 209-190-0052-041597 FIRE DIST- 861 BARSTOW RD Fire 1,536.81 256-2211 POLICE DEPT City 816.41
256-7571 DISASTER PREP City 401.31
256-5621 COMMUNITY CENTER FAX LINE City 271.21
256-6740 BARSTOW POLICE DEPT City 181.47
209-148-0720 INFORMATION TECHNOLOGY City 136.89
256-1750 COMPUTER ROOM FAX City 112.66
256-7340 HENDERSON POOL City 110.11
255-2047 POLICE DEPT - MELISSA ST ANNEX FAX City 108.35 256-0216 PARK & REC City 98.27
252-2538 WWTP- 2200 RIVERSIDE DR City 93.63
256-2069 HARVEY HOUSE - DEDICATED LINE City 79.38
209-148-0922-061587 CORPORATION YARD City 79.15
252-8789 SPORTSPARK - SNACK BAR City 75.94

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Packet Pg. 17
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
256-8749 FLEET City 63.09
256-0369 PARK MAINTENANCE FAX LINE City 63.09
256-3213 PUBLIC WORKS FAX LINE City 63.09
256-1528 FINANCE FAX LINE City 59.02
102654 03/13/2026 011984 GEO SERVICES 260040 SEWER PIPE REPAIR -FOGLESONG City 650.00 1,510.00 2600074 RESTROOM CLOG REPAIR -FIRE 361 Fire 620.00
2500812 REVERSE OSMOSIS SYSTEM REPAIR -FIRE 366 Fire 240.00 102655 03/13/2026 002245 HAAKER EQUIPMENT COMPANY INV30103 SEWER PIPE LOCATOR -WWTP City 3,300.56 3,300.56 102656 03/13/2026 003612 HELDRETH, CHRISTOPHER 031026 2/22/26-2/25/26 EDU CODE TRAINING City 1,132.65 1,132.65 102657 03/13/2026 000742 HI DESERT FIRE PROTECTION SVC 510216 ANNUAL FIRE EXT MAIN T -CITY HALL/PD City 955.51 1,458.61 510217 ANNUAL FIRE EXT MAIN T -HH City 503.10
102658 03/13/2026 012576 INFOSEND INC 305227 FEB 2026 UB PRINT / MAIL City 202.15 602.13 FEB 2026 UB PRINT / MAIL City 202.16
FEB 2026 UB PRINT / MAIL City 98.91
FEB 2026 UB PRINT / MAIL City 98.91
102659 03/13/2026 010944 INTERNATIONAL ACADEMIES OF SIN430480 EMD TRAINING -A CHANDLER City 30.00 60.00 SIN430846 EMD TRAINING -A CHANDLER City 30.00
102660 03/13/2026 011470 JWC ENVIRONMENTAL INC. 123228 JWC FINESCREEN CHAIN REPLACEMENT City 43,591.14 43,591.14 102661 03/13/2026 012486 LANAIR GROUP LLC 81198 JAN 2026 I.T SUPPORT City 1,225.00 8,604.00 JAN 2026 I.T SUPPORT City 1,568.00
JAN 2026 I.T SUPPORT Fire 539.00
JAN 2026 I.T SUPPORT City 1,568.00
81194 JAN 2026 CLOUD RETENTION City 926.00
JAN 2026 CLOUD RETENTION City 1,185.28
JAN 2026 CLOUD RETENTION Fire 407.44
JAN 2026 CLOUD RETENTION City 1,185.28
102662 03/13/2026 004141 LIFE ASSIST INC 2059364 MEDICAL SUPPLIES -FIRE City 1,237.89 2,060.58 2070933 MEDICAL SUPPLIES -FIRE Fire 674.25
2068500 MEDICAL SUPPLIES -FIRE Fire 148.44

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Packet Pg. 18
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
102663 03/13/2026 011500 LSL CPA 73549 2025 SCO REPORTS City 4,410.00 7,010.00 2025 SCO REPORTS City 1,300.00
2025 SCO REPORTS Fire 1,300.00
102664 03/13/2026 013597 MAVERICK NETWORKS INC 2501923 PHONE SYSTEM IMPLEMENTATION City 18,200.00 19,458.00 2601049 PHONE MIGRATION SERVICES City 1,258.00
102665 03/13/2026 013825 MENDEZ, OSCAR 031025 DOT PHYSICAL City 135.00 135.00 102666 03/13/2026 012919 NIZA WINDOW TINT 1488 TINT -UNIT 9094 / TINT STRIP UNIT 8463 City 500.00 500.00 102667 03/13/2026 013014 NOREGON SYSTEMS LLC 129979 FLEET SOFTWARE RENEWAL City 2,199.00 2,199.00 102668 03/13/2026 013782 PALMER, RENE 031026 2/24/26-2/26/26 CSMFO CONFERENCE City 800.00 800.00 102669 03/13/2026 013575 PRINT AND PLAY PLUS 031026 YOUTH BASKETBALL SHIRTS REPLACEMENT City 60.90 60.90 102670 03/13/2026 011983 QUINN COMPANY PCA10059412 AIR FILTERS Fire 268.95 268.95 102671 03/13/2026 013805 R&H WHOLESALE SUPPLY INC 651900-00 PROX / KEYPAD DOOR LOCKS Fire 2,722.08 2,722.08 102672 03/13/2026 012950 RELIANCE STANDARD LIFE INS FEB2026 FEB 2026 COVERAGE City 4,167.20 4,167.20 102673 03/13/2026 011701 RODRIGUEZ, MARIO 031026 2/22/26-2/25/26 EDUCODE TRAINING City 333.33 333.33 102674 03/13/2026 013445 SANTOS, ERIC 030925 02/27/25 EXTRADITION TO NC City 200.00 200.00 102675 03/13/2026 004125 SBCERA 1005652 02/01/26-02/14/26 RETIREMENT -FIRE Fire 97,611.47 176,274.29 1005653 02/15/26-02/28/26 RETIREMENT -FIRE Fire 78,662.82 102676 03/13/2026 001447 SILVER VALLEY PROPANE INC 105928 MCLB PROPANE SERVICES City 1,104.71 12,308.88 105457 MCLB PROPANE SERVICES City 1,001.07
106732 MCLB PROPANE SERVICES City 918.51
106308 MCLB PROPANE SERVICES City 857.99
106292 MCLB PROPANE SERVICES City 597.80
105428 MCLB PROPANE SERVICES City 490.00

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Packet Pg. 19
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
105431 MCLB PROPANE SERVICES City 490.00
106302 MCLB PROPANE SERVICES City 490.00
106304 MCLB PROPANE SERVICES City 490.00
106348 MCLB PROPANE SERVICES City 472.36
106305 MCLB PROPANE SERVICES City 469.91
106739 MCLB PROPANE SERVICES City 375.83
106315 MCLB PROPANE SERVICES City 371.18
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105285 MCLB PROPANE SERVICES City 347.17
106354 MCLB PROPANE SERVICES City 297.68
105286 MCLB PROPANE SERVICES City 290.82
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106293 MCLB PROPANE SERVICES City 236.92
106363 MCLB PROPANE SERVICES City 228.83
106300 MCLB PROPANE SERVICES City 203.84
105430 MCLB PROPANE SERVICES City 177.38
106736 MCLB PROPANE SERVICES City 175.67
105482 MCLB PROPANE SERVICES City 148.23
105435 MCLB PROPANE SERVICES City 121.03
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105483 MCLB PROPANE SERVICES City 104.62
106729 MCLB PROPANE SERVICES City 102.41
105429 MCLB PROPANE SERVICES City 101.43
106361 MCLB PROPANE SERVICES City 97.51
105917 MCLB PROPANE SERVICES City 86.98
106346 MCLB PROPANE SERVICES City 84.28
106735 MCLB PROPANE SERVICES City 65.66
105480 MCLB PROPANE SERVICES City 64.19

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Packet Pg. 20
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
105452 MCLB PROPANE SERVICES City 59.05
105485 MCLB PROPANE SERVICES City 55.37
106731 MCLB PROPANE SERVICES City 40.92
106737 MCLB PROPANE SERVICES City 37.73
PROPANE MCLB PROPANE SERVICES City 35.04
106307 MCLB PROPANE SERVICES City 20.09
102677 03/13/2026 013715 SINATRA UNIFORM MANUFACTURING COL-001546 UNIFORM -REYES City 1,199.89 1,199.89 102678 03/13/2026 001476 SOUTHERN CALIFORNIA EDISON CO 700115828855 CONDOR/FALCOM STREET LIGHTS City 17,925.65 33,958.49 700398983474 861 BARSTOW RD Fire 3,553.54
2600 W MAIN ST Fire 883.53
29780 US HIGHWAY -STORAGE UNIT Fire 37.28
LOAN ID 8322 Fire 236.46
700148111364 8003544795 -900 S AVE H / CORP YARD City 1,286.79 8003555384 -72 BARTOW & RIMROCK City 50.31
8000832361 -72 MAIN & ROBERTA City 93.02
8000832580 -72 CAL & MAIN SIGNALS City 107.16
8000832821 -W MAIN & I15 SIGNALS City 82.83
8004570139 -2802 LENWOOD RD SIGNAL City 123.07
8000293590 -750 E RIMROCK SIGNALS City 31.93
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8002032248 -1201 MURIEL, LS3 City 26.91
8003080592 -2800 MAYOR KATY PKWY City 2,731.36
8001123488 -2218 MURIEL AVE City 15.16
700135793576 8001598767 -DANA PARK BUILDING City 1,178.38 8001626902 -LILLIAN PARK BALLFIELD City 210.27
8001627091 -LILLIAN LANDSCAPE/IRRIGATION City 15.35
8001636309 -72 FLORA-G City 2,002.60
8001638603 -JASPER PARK BUILDING City 103.49
8001639065 -JASPER PARK City 74.21
8001639794 -500 H ST SOCCER FIELDS City 16.48
8001650319 -K STREET PARK City 29.81
8001651058 -H STREET PARK City 14.31
8002055287 -VETERANS PKWY SPKLR City 14.90
8017355220 -72 LILLIAN PARK City 205.96
700629301587 STRINGHAM PARK City 1,037.75
700611940409 3603 W MAIN ST #B City 407.23
700238839811 RIVERSIDE @ YUCCA LIGHTS City 216.20
700158829056 24899 MAIN ST- SIGNAL City 89.36
2846 LENWOOD RD - LIGHT GS-1 City 77.69
700010111484 1002 E ARMORY RD City 87.13

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Packet Pg. 21
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
1082 L STREET City 69.25
700497948736 K STREET PARK City 153.22
700497722202 FOGLESONG PARK City 112.27
700612086111 3603 W MAIN ST - SIGNAL City 107.65
700073416819 VARIOUS STREET LAMPS- LENWOOD RD City 87.13 700334574868 STREET LAMP- 1082 L STREET TC-1 City 77.33 700496467464 DANA PARK -UPPER LIGHTS City 68.00
700496432001 DANA PARK - PARKING LOT LAMPS City 57.59
700497829003 STURNACLE PARK City 51.77
700310255049 553 W. MAIN ST/B HILL LIGHTS City 39.26
700497876792 JASPER PARK City 32.81
700496300039 DANA PARK - STREET LAMPS City 27.91
700497624592 LILLIAN PARK City 27.19
700497920343 SOCCER FIELDS -500 H ST City 17.02
700077581856 RIMROCK MEDIAN LANDSCAPE City 16.02
700066231442 RIMROCK & MONTEREY LANDSCAPE City 16.02
102679 03/13/2026 001482 SOUTHWEST GAS CORP 910000543236 FIRE DIST361 - 861 BARSTOW RD Fire 1,224.15 1,738.71 910000769274 PD ANNEX -500 MELISSA City 464.56
910000543237 COMMUNITY CENTER City 28.00
910000625200 SPORTSPARK UNIT #1 City 11.00
910000625197 SPORTSPARK City 11.00
102680 03/13/2026 013820 TC AUTOMOTIVE CENTER 000966 VEHICLE RAPAIRS -UNIT 9118 City 3,270.57 3,270.57 102681 03/13/2026 012946 TIRE & SVC CENTERS, GOODYEAR COMM 230-1050379 TIRES -309 City 1,017.10 3,133.77 230-1050397 TIRES FOR STOCK City 885.32
230-1050430 TIRES FOR STOCK City 463.06
230-1050431 TIRES FOR STOCK City 419.52
230-1050403 TIRES -UNIT 9116 City 348.77

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Packet Pg. 22
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
102682 03/13/2026 001367 TRANSPORTATION AUTHORITY, SAN BERNARDINO CO GA DUES 26-03 FY25-26 GENERAL ASSESMENT DUES City 24,319.00 24,319.00 102683 03/13/2026 000542 TYLER TECHNOLOGIES INC 025-542932 FEB 2,4,5 ERP IMPLEMENTATION City 4,200.00 5,800.00 045-551090 1/6/26 TYLER IMPLEMENTATION City 1,600.00
102684 03/13/2026 012175 UNIFIRST CORPORATION 1554431 MCLB UNIFORM SERVICES City 2,087.31 8,033.90 2200363918 MCLB UNIFORM SERVICES City 2,015.63
2200366600 MCLB UNIFORM SERVICES City 1,965.48
2200369483 MCLB UNIFORM SERVICES City 1,965.48
102685 03/13/2026 012175 UNIFIRST CORPORATION 2200361000 UNIFORM SERVICES -WWTP City 591.82 1,104.53 2200363527 UNIFORM SERVICES -WWTP City 174.58
2200366473 UNIFORM SERVICES -WWTP City 170.90
2200369177 UNIFORM SERVICES -WWTP City 167.23
102686 03/13/2026 012175 UNIFIRST CORPORATION 2200366437 UNIFORM SERVICES -FLEET City 86.03 343.31 2200360972 UNIFORM SERVICES -FLEET City 85.76
2200363506 UNIFORM SERVICES -FLEET City 85.76
2200369109 UNIFORM SERVICES -FLEET City 85.76
102687 03/13/2026 000635 VERIZON 6134979951 JAN 2026 -COUNCIL City 197.79 6,048.36 JAN 2026 -CITY MANAGER City 294.19
JAN 2026 -CITY CLERK City 78.84
JAN 2026 -BUILDING City 272.99
JAN 2026 -CODE COMPLIANCE City 353.01
JAN 2026 -I.T City 387.89
JAN 2026 -PERSONNEL City 38.83
JAN 2026 -PARK AND REC City 316.54
JAN 2026 -CORP YARD City 116.49
JAN 2026 -OPEN SPACES City 38.83
JAN 2026 -BUILDING City 38.83
JAN 2026 -FLEET City 38.83
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JAN 2026 -POLICE City 3,263.38
JAN 2026 -FIRE Fire 158.86
102688 03/13/2026 001662 VULCAN MATERIALS COMPANY 5396156 ASPHALT FOR RE STOCK City 1,524.94 1,524.94 102689 03/13/2026 013821 WATSON, EMILY 1048078.002 02/20/26 HH DEPOSIT City 750.00 750.00

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Packet Pg. 23
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
102690 03/13/2026 004137 WESTERN EXTERMINATOR CO 91446613 FEB 2026 PEST CTL -FIRE 361 Fire 129.84 314.74 91446614 FEB 2026 PEST CTL -FIRE 366 Fire 103.42
91449130 FEB 2026 RODENT CTL -SPORTS PARK City 81.48
102691 03/13/2026 012076 WIGINGTON, DARCY 031026 2/24/26-2/27/26 PARMA CONFERENCE City 166.66 166.66 102692 03/13/2026 012686 WILLDAN FINANCIAL SERVICES 010-64966 JAN 2026 COST ALLOCATION PLAN City 7,980.00 7,980.00 102693 03/13/2026 012947 WRM FREIGHT 0041 COMMERCIAL LICENSE TRAINING -WWTP City 258.00 258.00 102694 03/13/2026 013800 ZUMWALT NEUROPSYCHOLOGY PC 1008 FIT FOR DUTY EVAL -FIRE Fire 1,500.00 3,000.00 1009 FIT FOR DUTY EVAL -FIRE Fire 1,500.00
1286 03/13/2026 001257 PUBLIC EMP RETIREMENT SYSTEM PR020626 02/06/26 PENSION City 145,824.19 145,824.19 1287 03/13/2026 003194 US BANK CORPORATE 6214 BARSTOW INDUSTRIAL SUPPLY City 9.05 32,147.95 TOYOTA MOJAVE TOYOTA City (81.56)
RENEWELL FLEET SERVICE Fire 488.52
RENEWELL FLEET SERVICE Fire 690.61
WALMART.COM City 64.16
KERN MACHINERY City 288.10
TOYOTA MOJAVE TOYOTA City 125.28
BARSTOW CAR CLINIC City 875.00
ELITE AUTO AND FLEET Fire 1,133.00
H H AUTO PARTS WHOLESALE City 247.12
AUTOZONE #5606 City 11.95
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GM TOWING AND RECOVERY City 95.00
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BARSTOW CAR CLINIC City 95.00
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3123 THE HOME DEPOT #6972 City 195.63
THE HOME DEPOT #6972 City 225.90
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THE HOME DEPOT #6972 City 51.54
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OPC STATE WB FEE City 8.55
THE HOME DEPOT #6972 City 7.33

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Packet Pg. 24
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
PROMETRIC LLC City 25.00
MAIL MAX POSTAL CENTER-76 City 23.97
CALIFORNIA WATER ENVIRON City 114.00
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HACH COMPANY City 625.07
CISIVE City 501.03
STATE WATER BOARD City 402.00
OPC STATE WB FEE City 11.06
THE HOME DEPOT #6972 City 271.16
CALIFORNIA WATER City 124.00
5192 THE HOME DEPOT #6972 Fire 1,909.63
CTWS LLC Fire 390.50
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9500 THE HOME DEPOT 6972 City 652.79
(PC) 0409 CED City 132.46
THE HOME DEPOT #6972 City 112.47
THE HOME DEPOT #6972 City 198.72
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THE HOME DEPOT #6972 City 97.84
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THE HOME DEPOT #6972 City 322.80
THE HOME DEPOT #6972 City 73.32
THE HOME DEPOT #6972 City 918.94
THE HOME DEPOT #6972 City 127.72
THE HOME DEPOT #6972 City 43.47
THE HOME DEPOT #6972 City 14.08
THE HOME DEPOT #6972 City 238.13
THE HOME DEPOT #6972 City 11.15
THE HOME DEPOT #6972 City 49.80
9293 PNM*THE TOLLROADS City 10.34
EMBASSY SUITES LAX City 571.65
AMAZON City 33.69
NATIONAL ACADEMIES City 110.00
AMAZON MKTPL City 28.89
HYATT PLACE AT WICHITA City 887.17
6581 BARSTOW INDUSTRIAL SUPPLY City 12.91
BARSTOW INDUSTRIAL SUPPLY City 94.50
G A OSBORNE PIPE & SUPPLY City 216.04
NUTTY BOLTS INDUSTRIAL City 6.64
GRAINGER City 586.04
GRAINGER City 528.53
THE HOME DEPOT #6972 City 64.24
5420 LEAGUE OF CALIFORNIA CITY City 700.00
LEAGUE OF CALIFORNIA CITY City 700.00
2244 IIMC City (100.00)

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Packet Pg. 25
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
BARSTOW CHAMBERS City 35.00
NNA SERVICES LLC City 199.00
LOLA'S KITCHEN City 568.94
CRAVE KAFFEE HAUS City 80.00
8659 THE HOME DEPOT #6972 City 27.71
HILTON GARDEN INN City 401.84
WASP BARCODE TECHNOLOGIES City 217.95
RESCUE ESSENTIALS City 108.39
2707 ELITE AUTO AND FLEET City 603.21
BARSTOW INDUSTRIAL SUPPLY City 137.77
0967 NAPA AUTO PARTS OF BARSTOW Fire 7.76
SILVER VALLEY Fire 609.97
THE HOME DEPOT #6972 Fire 86.84
1667 THE HOME DEPOT #6972 City 366.61
THE HOME DEPOT #6972 City 42.98
DICKS SPORTING GOODS City 217.44
THE HOME DEPOT #6972 City 25.53
THE HOME DEPOT #6972 City 15.01
2489 TECHSMITH City 289.99
ZOHO-MANAGEENGING City 155.00
7003 MARSHALLS #1322 City 65.20
THE HOME DEPOT 6972 City 353.69
1787 SQ *A2Z LOCK & SECURITY City 184.88
THE HOME DEPOT #6972 City 73.86
THE HOME DEPOT #6972 City 53.22
THE HOME DEPOT #6972 City 32.56
9897 NAPA AUTO PARTS OF BARSTOW City 196.03
HAAKER EQUIPMENT COMPANY City 94.77
3742 GALLS City 118.74
MCCOY COUNTRY FEED & FARM City 155.14
6262 THE HOME DEPOT #6972 City (69.52)
THE HOME DEPOT #6972 City 114.01
THE HOME DEPOT #6972 City 38.89
THE HOME DEPOT #6972 City 36.91
THE HOME DEPOT #6972 City 86.90
THE HOME DEPOT #6972 City 13.41
1118 CORRA City 151.18
0991 WAL-MART #1879 Fire 16.21
THE HOME DEPOT #6972 Fire 23.87
3394 ADOBE INC City 19.99
1288 03/13/2026 001257 PUBLIC EMP RETIREMENT SYSTEM 100000018213540 MAR 2026 HEALTH INSURANCE -CITY City 149,315.23 149,315.23

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Packet Pg. 26
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
1289 03/13/2026 001257 PUBLIC EMP RETIREMENT SYSTEM 100000018213541 MAR 2026 HEALTH INSURANCE -FIRE Fire 3,787.97 38,740.31 MAR 2026 HEALTH INSURANCE -FIRE City 34,952.34
1290 03/13/2026 012704 INSURANCE COMPANY, COLONIAL LIFE & ACCIDENT 57110640206479 FEB 2026 COVERAGE City 305.64 305.64 1291 03/13/2026 013679 AMAZON CAPITAL SERVICES INC 19VC-CH4K-WF33 I.T SUPPLIES City 882.10 3,472.31 13D1-MP37-FQH3 2026 EASTER EVENT SUPPLIES City 722.19
1NPY-H9X1-KN69 JANITORIAL SUPPLIES -FIRE Fire 342.76
193D-GFMC-RVJM OFFICE SUPPLIES -CM OFFICE City 283.00
1N3P-DWPG-JV9V BASKETBALL HOOP REPAIR City 257.10
1LWY-XMTG-HLCG IGNITER MODULE -7575 City 216.41
1RLR-HXLD-FGMY I.T SUPPLIES City 188.55
1YWT-4VHK-PW4Q 2026 EASTER EVENT SUPPLIES City 170.99
19RV-719T-DND4 WALL CALENDARS -PW City 140.16
13DV-9YGC-RNNQ HEADLIGHTS -FIRE 331 Fire 110.53
1K3C-V9D3-FRDN TRASH GRABBERS -COMMUNITY CLEAN UP City 80.10 131Q-Y3F6-KF14 I.T SUPPLIES City 71.92
14XN-QRXP-G36N OFFICE SUPPLIES -CM OFFICE City 6.50
1292 03/13/2026 001257 PUBLIC EMP RETIREMENT SYSTEM 100000018227868 PAYROLL LATE FEES City 200.00 200.00 1293 03/13/2026 012949 MUTUAL OF OMAHA MAR2026 MAR 2026 COVERAGE City 8,734.11 8,734.11 1294 03/13/2026 011819 FIDELITY SECURITY LIFE 167245371 MAR 202 COVERAGE City 1,586.14 1,586.14 1295 03/13/2026 001257 PUBLIC EMP RETIREMENT SYSTEM PR022026 02/20/26 PENSION City 121,941.66 121,941.66 1296 03/13/2026 001478 GOLDEN STATE WATER COMPANY 57241300003 JASPER PARK - 2" METER City 1,343.90 4,195.41 14658448023 WWTP- 2200 RIVERSIDE DR, 2" METER City 544.09 24374565778 LENWOOD RD & MAIN ST IRR - 2" METER City 526.55 39285400006 LNWD RD/HIGHPOINT LANDSC- 2" METER City 503.02 85149400005 LENWOOD RD X SERRANO DR - 2" METER City 503.02 73808907999 WWTP- 2200 RIVERSIDE DR, 2" METER City 395.13

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Packet Pg. 27
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 13, 2026
39449422623 LENWOOD RD @ W MAIN - 1" METER City 158.41
LENWOOD RD @ W MAIN - 1" METER City 158.41
07939100009 FIRE DIST- 29780 HWY 58 Fire 62.88
AGENCY TOTAL 3,273,800.96 3,273,800.96
City 3,054,627.47
Fire 219,173.49
Successor Agency -
3,273,800.96

Page 18 of 18 ends

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Packet Pg. 28
Attachment: 031326 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Check # Check Date Vendor Invoice No Line Item Description City/Fire/SA Amt Paid Check Total 102695 03/27/2026 004142 ALLSTAR FIRE EQUIPMENT 270736 NEW GENERATION FIRE SHELTER -FIRE Fire 2,632.50 3,350.08 FEDEX SHIPPING Fire 262.34
270892 HYDRANT WRENCH / CONNECTORS -FIRE City 405.24
270556 BREATHING APPARATUS REPAIR -FIRE Fire 50.00
102696 03/27/2026 003553 AMERICAN TOWING LLC 1262 VEHICLE TOW -UNIT 9129 City 85.00 85.00 102697 03/27/2026 013043 BADGER METER, INC. 1791108 SMART COVER SYSTEM SVCS -WWTP City 1,990.66 1,990.66 102698 03/27/2026 000140 BARSTOW HUMANE SOCIETY 4-26-AS APR 2026 ANIMAL SVCS -HOUSING City 35,250.00 55,916.33 APR 2026 CAPITAL IMPROVEMENTS City 5,000.00
APR 2026 LOAN REPAYMENT City (5,167.00)
4-26-C APR 2026 ANIMAL CONTROL City 20,833.33
102699 03/27/2026 013095 BREIT, MATTHEW 03 FEB 2026 WELLNESS PROGRAM -PD City 4,000.00 4,000.00 102700 03/27/2026 000293 CA TOOL & WELDING SUPPLY 018456 WELDING GAS -PW City 169.30 169.30 102701 03/27/2026 003668 CRAFCO INC 9403668250 RESTOCK MASTIC & CRACK SEAL MATERIAL City 7,350.00 11,918.76 RESTOCK MASTIC & CRACK SEAL MATERIAL City 4,568.76
102702 03/27/2026 002044 DAPEER ROSENBLIT & LITVAK LLP 25510 2/2/26-2/28/26 LEGAL SVCS -CODE City 3,496.47 6,746.82 25511 2/2/26-2/28/26 LEGAL SVCS -PD City 3,250.35
102703 03/27/2026 000865 DOS COSTAS COMMUNICATIONS CORP 640 MAR 2026 RADIO ADS City 1,000.00 1,000.00 102704 03/27/2026 003474 GARDA CL WEST INC 10841467 MAR 2026 BANK TRANSPORT City 889.83 889.83 102705 03/27/2026 013250 HAYHURST, JEANETTE 124 FEB 2026 BIG PROJECT City 2,400.00 2,400.00 102706 03/27/2026 000740 HI DESERT ALARM & FIRE INC R143757 MAR 2026 ALARM SERVICES City 686.02 1,515.52 R143717 3/1/26-5/31/26 ALARM -PARK MAINT City 604.50
P64978 TICKET 85926 FAULT ZONE REPAIR City 225.00
102707 03/27/2026 012817 HIGH DESERT SUPPORT SERVICES 6084488-R8-00985 1/23/26-2/5/26 BASE OPS ANNEX H City 403,557.04 1,113,394.48 6084695-R8-00985 2/6/26-2/19/26 BASE OPS ANNEX H City 313,085.98

CITY OF BARSTOW / BARSTOW FIRE PROTECTION DISTRICT / SUCCESSOR AGENCY VOUCHER LIST - BY CHECK SEQUENCE - MARCH 27, 2026

Page 1 of 11 ends

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Packet Pg. 29
Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 6084489-R8-00985 1/23/26-2/5/26 BASE OPS ANNEX J City 252,668.46 6084696-R8-00985 2/6/26-2/19/26 BASE OPS ANNEX J City 99,987.11 6084492-R8-00985 1/23/26-2/5/26 BASE OPS ANNEX P City 27,313.81 6084699-R8-00985 2/6/26-2/19/26 BASE OPS ANNEX P City 12,371.05 684490-R8-00985 1/23/26-2/5/26 BASE OPS ANNEX Q City 2,968.38 6084491-R8-00985 1/23/26-2/5/26 BASE OPS ANNEX R City 1,392.10 6084697-R8-00985 2/6/26-2/19/26 BASE OPS ANNEX Q City 50.55 102708 03/27/2026 013766 INTEGRATED TECHNOLOGY PARTNERS ITP-26-55 FEB 2026 MUNIS IMPLEMENTATION City 27,637.50 27,637.50 102709 03/27/2026 000927 LAW ENFORCEMENT MED SVCS INC 19060 2/23/26 PHLEBOTOMY ON CALL FEES City 1,810.00 1,810.00 102710 03/27/2026 013471 MGT IMPACT SOLUTIONS, LLC 67122 FY2026 SB90 CLAIMS -2ND PYMT City 1,850.00 1,850.00 102711 03/27/2026 011608 NURSERY PRODUCTS LLC 66399 FEB 2026 HAULING/DISPOSAL BIO SOLIDS City 11,996.50 11,996.50 102712 03/27/2026 003889 O'REILLY / FIRST CALL 2794-260829 LOWER CONTROL ARMS City 467.78 467.78 102713 03/27/2026 001229 PHOENIX GROUP 012026121 JAN 20206 CITATION PROCESSING City 205.00 205.00 102714 03/27/2026 012262 PLACEWORKS INC BRS-03.0-17 JAN 2026 CONSULTANT SVCS -BIG PROJ City 69,596.26 81,357.75 JAN 2026 PLANNING CONSULTANT SVCS City 11,761.49
102715 03/27/2026 013826 SERVABLY INC, DBA SYNCHRO 298111 I.T OPERATIONS IMPROVEMENT SOFTWARE City 14,284.20 14,284.20 102716 03/27/2026 013823 SHADE STRUCTURES, INC 97200 BUILDING 1322 SHADE City 13,332.17 13,332.17 102717 03/27/2026 012632 SPECPRO PROFESSIONAL SERVICES INV-0002115860 1/28/26 - 2/27/26 SOLID WASTE -IGSA City 650,507.52 915,915.53 INV-0002116599 1/4/26 - 2/3/26 HAZARDOUS WASTE -IGSA City 179,647.33 INV-0002110321 12/28/25-01/27/26 ANIMAL CTL -IGSA City 42,880.34 INV-0002115859 1/28/26 - 2/27/26 ANIMAL CTL -IGSA City 42,880.34 102718 03/27/2026 013160 TITAN JANITORIAL 000541 03/01/25-03/15/26 JANITORIAL SVCS City 3,125.00 6,125.00 000542 3/2/26-3/13/26 JANITORIAL -PARK City 3,000.00
102719 03/27/2026 001621 UNDERGROUND SERVICE ALERT 220260064 MAR 2026 UTILITY MARKING City 240.05 328.61

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Packet Pg. 30
Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 25-262715 MAR 2026 REGULATORY FEES City 88.56
102720 03/27/2026 001683 WAXIE SANITARY SUPPLY 83827033 TOILET PAPER -CITY FACILITIES City 1,428.98 2,454.22 83827060 TOILET PAPER -PARKS City 1,025.24
102721 03/27/2026 013481 WEST COAST ARBORISTS INC 240895 TREE TRIMMING -STURNACLE PARK City 3,555.00 3,555.00 102722 03/27/2026 004156 WYMORE, JOHN MAR2926 MAR 2026 HEALTH INSURANCE REIMB Fire 600.00 600.00 102723 03/27/2026 012587 YUNEX LLC 90006722 4 BBS BATTERY REPLACEMENT -LENWOOD/MAIN City 1,994.40 3,419.40 90006682 FEB 2026 TRAFFIC SIGNAL MAINT City 1,065.00
5610007816 FEB 2026 TRAFFIC RESPONSE CALL OUT City 360.00 102724 03/27/2026 013401 APEX RPM 7421 RV PLAYGROUND STRUCTURE -IGSA City 230,304.00 367,104.00 7422 BLUE TRACK SHADE STRUCTURE -IGSA City 136,800.00
102725 03/27/2026 003670 ASSOCIATION OF CA, PEACE OFFICERS RESEARCH 517342 RESERVE OFFICER ASSOCIATION DUES City 36.00 36.00 102726 03/27/2026 003656 BABCOCK LABORATORIES INC CB61431-0032 JAN 2026 LAB FEES -MCLB City 7,186.13 10,886.17 CB61432-0032 JAN 2026 LAB FEES -MCLB City 2,447.20
CB-61433-0032 REGULATORY LAB SAMPLING -WWTP City 862.84 CB61434-0032 REGULATORY LAB SAMPLING -WWTP City 390.00
102727 03/27/2026 013831 BARAJAS, JOSE 032526 RENTAL REGISTRATION REFUND City 220.00 220.00 102728 03/27/2026 013834 BERNAU, MELANIE 1048084.002/1048085 02/23/26 HH DEPOSIT REFUND City 375.00 750.00 02/23/26 HH DEPOSIT REFUND City 375.00
102729 03/27/2026 000186 BIO-TOX LABORATORIES 48600 LAB SCREENING SERVICES -PD City 3,561.00 3,561.00 102730 03/27/2026 013683 BLUETRITON BRANDS INC 07C8710352412 2/5/26-3/4/26 WATER FOR CITY STAFF City 1,043.95 1,043.95 102731 03/27/2026 012017 BRAND, ROBBIE 2723-1 TC REPAIR -PD 9147 City 4,789.72 7,610.82 TC REPAIR -PD 9147 City 2,821.10
102732 03/27/2026 002177 BURRTEC WASTE INDUSTRIES INC FEB2026 FEB 2026 COMMERCIAL HAULER FEE City 219,828.85 219,828.85

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Packet Pg. 31
Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 102733 03/27/2026 004109 CALPERS LONG TERM CARE PROGRAM 15960531 APR 2026 LT CARE PROGRAM -ROWE City 1,498.33 1,498.33 102734 03/27/2026 013583 CAMERON-COLE LLC 00824958 01/31/26-02/27/26 ECRG01817 SITE WORK City 9,720.00 9,720.00 102735 03/27/2026 003611 CAPTURE TECHNOLOGIES INC 88639 DISPATCH RECORDING UPGRADE City 5,603.00 5,603.00 102736 03/27/2026 010905 CAROLLO ENGINEERS INC FB79753 SEWER CAPACITY ANALYSIS -WWTP City 1,512.25 1,512.25 102737 03/27/2026 012860 CHARTER COMMUNICATIONS 189447201 INFO TECH- T-1 INTERNET PROVIDER City 1,450.00 10,801.30 243333201 EPL WWTP TO CITY HALL City 726.85
243333301 EPL CITY HALL TO WWTP City 726.85
189447501 EPL PD ANNEX TO PD BUILDING City 545.59
189688101 EPL PD BUILDING TO PD ANNEX City 545.59
189452101 SPORTSPARK EPL -SPORTSPARK SIDE City 541.42
189688001 SPORTSPARK EPL -CITY SIDE City 541.42
189452501 PEG CHANNEL 6 CITY SIDE City 533.60
189452701 CORP YARD CIRCUIT -CITY HALL SIDE City 477.91 189444601 CORP YARD TO CITY HALL FIBER CONNECTION City 477.91 189450301 PEG CHANNEL 6 -SPECTRUM SIDE City 468.71
189452401 CITY HALL - CABLE SERVICES City 463.75
189452601 CITY HALL TO FIRE 3 CIRCUIT City 381.08
189452801 CITY SIDE CIRCUIT TO POOL City 381.08
189437601 POOL CIRCUIT TO CITY SIDE #3 City 381.08
189449601 FIRE 3 TO CITY HALL CIRCUIT City 381.08
189452301 CITY HALL CABLE SERVICES City 310.41
189437801 HARVEY HOUSE - INTERNET/PHONE SVC City 265.14 189437701 HARVEY HOUSE -INTERNET City 219.99
189444501 PUBLIC WORKS - CABLE SERVICES City 160.96
189450801 PARK & REC - CABLE SERVICES City 156.78
189452001 SPORTSPARK - CABLE SERVICES City 153.63
189451101 COMMUNITY CENTER -CABLE City 141.57
189453001 POLICE DEPT- MONTHLY BROADBAND City 139.99

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Packet Pg. 32
Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 189452901 POLICE DEPT - CABLE SERVICES City 128.91
189449501 FIRE DIST #363 - INTERNET ACCESS Fire 100.00
102738 03/27/2026 011615 CINTAS CORPORATION #2 5321890805 FIRST AID KIT -WWTP City 163.06 163.06 102739 03/27/2026 013248 COLDWELL BANKER COMM 1015 2026 SYMPOSIUM SPONSORSHIP City 1,000.00 1,000.00 102740 03/27/2026 012570 COMMUNITY BANK OF SANTA MARIA 032526 HOLMAN CAPITAL EQUIPMENT LEASE -FIRE City 83,601.48 83,601.48 102741 03/27/2026 011389 COPSPLUS INC 08335218 EVIDENCE PLACARDS -PD City 145.73 145.73 102742 03/27/2026 003270 CORELOGIC INFORMATION SOL INC 30846062 FEB 2026 SERVICES City 451.10 2,255.52 FEB 2026 SERVICES City 451.10
FEB 2026 SERVICES City 451.10
FEB 2026 SERVICES City 451.10
FEB 2026 SERVICES City 451.12
102743 03/27/2026 002645 CROWN AWARDS 38818576 TROPHIES -YOUTH BASKETBALL City 1,100.80 1,100.80 102744 03/27/2026 010809 EHS INTERNATIONAL INC. 3-21688R TRAFFIC CONTROL TRAINING -WWTP City 2,350.00 2,350.00 102745 03/27/2026 013205 ESTATE OF TYRONE DELOSS 47071 LIFT RENTAL -FOGLESON PROJECT City 398.02 398.02 102746 03/27/2026 000591 FEDERAL EXPRESS CORPORATION 9-159-64019 01/23/26 SHIPPING SVCS City 27.20 53.25 9-202-83677 02/23/26 SHIPPING SVCS City 17.29
9-711-72940 FINANCE CHARGE City 5.66
9-713-53462 FINANCE CHARGE City 3.10
102747 03/27/2026 001807 FIDELITY NATIONAL TITLE CO 2074514-REISSUE UB LIEN RELEASE City 1,097.69 1,097.69 102748 03/27/2026 013047 FISCHER COMPLIANCE LLC 26-13BARST SERP25 SPILL EMERGENCY RESPONSE TRAINING -WWTP City 8,225.00 8,225.00 102749 03/27/2026 011764 FRONTIER COMMUNICATIONS OF CA 256-1253 PERSONNEL FAX LINE City 239.60 1,251.11 255-2404 HARVEY HOUSE - ALARM LINES City 231.44
256-4472 CITY MANAGER'S FAX City 183.23
252-9273 SPORTS PARK City 176.85
760-252-0249 2200 RIVERSIDE DRIVE -WWTP City 119.51

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Packet Pg. 33
Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 256-0216 PARK & REC City 112.52
255-2793 COMMUNITY CENTER FAX LINE City 75.94
256-8253 HAZARDOUS WASTE BIN City 59.02
255-9063 ECONOMIC DEVELOPMENT FAX LINE City 53.00
102750 03/27/2026 013207 GANNETT CALIFORNIA LOCALIQ 0007602602 FEB 2026 ADS FIELD SOD RENO City 335.54 335.54 102751 03/27/2026 013170 GONZALEZ, JUAN 032526 3/4/26-3/5/26 SEARCH ARREST WARRANT City 200.00 200.00 102752 03/27/2026 000671 GOVERNMENT FINANCE OFF ASSOC 00028490 FY25 ACFR CERT OF ACHIEVEMENT REVIEW City 1,170.00 1,170.00 102753 03/27/2026 012874 GRIEGO, IRMA 2075352 UB LIEN RELEASE City 194.49 194.49 102754 03/27/2026 013249 HARRIS, SYDNIE 032526 2/24/25-2/27/25 CSMFO/LEADERSHIP RETREAT City 255.11 255.11 102755 03/27/2026 011826 HI-GRADE MATERIALS CO 296633 REPLACEMENT SAND -SOLAR DRYING BEDS City 1,627.09 1,627.09 102756 03/27/2026 013830 JOSEPH W BRADY AND, DEBORA K BRADY TRUST 032526 CIVIL IMPROVEMENTS PLANS DEPOSIT REFUND City 7,903.75 7,903.75 102757 03/27/2026 011470 JWC ENVIRONMENTAL INC. 125111 BRUSH FOR MACHINERY -WWTP City 853.70 853.70 102758 03/27/2026 013829 KILGORE, DESIREE 2077313 D KILGORE/449 HIGHLAND/2077313 City 132.00 132.00 102759 03/27/2026 000937 LEAGUE OF CALIFORNIA CITIES 2117 2026 MEMBERSHIP City 600.00 600.00 102760 03/27/2026 011162 LENDWAY, NICOLE 032526 3/10/26 DISPATCH TRAINING City 133.33 133.33 102761 03/27/2026 013828 LUCID SOFTWARE INC 20150730 03/19/26-03/18/27 LUCID SUITE City 1,715.00 1,715.00 102762 03/27/2026 013519 LUNA EVENTS AND DESIGNS 000338 2026 EASTER EVENT City 240.00 240.00 102763 03/27/2026 013542 MOTION INDUSTRIES, INC CA43-00999689 INFLUENT PUMP #3 MOTOR -WWTP City 11,193.44 11,193.44 102764 03/27/2026 013818 NDK CHEM INC 7087 PROCESS CTL ANALYSIS CONSULTANT -WWTP City 4,500.00 4,500.00 102765 03/27/2026 003102 NORMAN A TRAUB ASSOCIATES 25025.1 IA INVESTIGATION -PD City 6,036.50 6,036.50 102766 03/27/2026 013833 NTC - AUSA 1048075.002 02/18/26 CORA DEPOSIT City 500.00 500.00

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Packet Pg. 34
Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 102767 03/27/2026 012798 PARTY MANIA RENTALS 258 2026 EASTER EVENT City 440.00 440.00 102768 03/27/2026 002749 PORAC LEGAL DEFENSE FUND 885643 RESERVE OFFICER LEGAL DEFENSE City 72.00 72.00 102769 03/27/2026 013454 PREFERRED AERIAL&CRANE TECH 28533 ANNEX T QUARTERLY INSPECTION -IGSA City 19,950.00 21,450.00 28499 UNIT 634 REPAIRS -IGSA City 1,200.00
28501 UNIT 7738 REPAIRS -IGSA City 300.00
102770 03/27/2026 002692 PROFORCE LAW ENFORCEMENT 595917 PEPPER SPRAY -PD City 310.70 310.70 102771 03/27/2026 002062 RAMIREZ, TIFFANY 032526 3/10/26 DISPATCH TRAINING City 133.33 133.33 102772 03/27/2026 003866 ROBERTSON'S 804767 CONCRETE -JASPER PARK City 1,499.35 1,499.35 102773 03/27/2026 000814 SAN BERNARDINO COUNTY, INNOVATION AND TECHNOLOGY 31904 JAN 2026 HT/RADIO ACCESS MAINT -PD City 8,943.05 12,737.61 31918 JAN 2026 RADIO ACCES MAINT -FIRE Fire 3,794.56
102774 03/27/2026 000409 SAN BERNARDINO, COUNTY OF JAN20206 JAN 2026 COUNTY COURT FEES City 192.00 192.00 102775 03/27/2026 000409 SAN BERNARDINO, COUNTY OF 1800002190 FY25 CONFIRMATION REQUEST SVC City 192.00 192.00 102776 03/27/2026 001397 SAN BNDO COUNTY SHERIFF'S DEPT 1800002064 OCT25-DEC25 SHERIFF'S AUTOMATED SYSTEM City 2,726.42 2,726.42 102777 03/27/2026 012659 SANCHEZ, AMY 032526 3/11/26-3/13/26 PLANNING COMMISSIONERS City 451.86 451.86 102778 03/27/2026 013574 SCORPION FIRE PROTECTION INC 12169 HYDRANT INSPECTION -WWTP City 1,200.00 1,200.00 102779 03/27/2026 003351 SIERRA CONCRETE PUMPING 2609 CONCRETE -JASPER PARK City 1,275.00 1,275.00 102780 03/27/2026 001448 SIRCHIE 0731963-IN ELECTRONIC DIGITAL ID SIGN -PD City 534.01 534.01 102781 03/27/2026 013832 SLATER, JESSICA 1001455.001 02/23/26 HH DEPOSIT REFUND City 1,500.00 1,500.00 102782 03/27/2026 011058 SONSRAY MACHINERY LLC SW0086734-1 CASE EQUIPMENT REPAIR -WWTP City 5,479.76 5,479.76 102783 03/27/2026 001476 SOUTHERN CALIFORNIA EDISON CO 700238662985 WWTP- 2200 RIVERSIDE DR City 24,180.31 39,646.12 700496482521 COMMUNITY CENTER - 841 BARSTOW RD City 5,999.02

Page 7 of 11 ends

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Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 8000251338 HARVEY HOUSE - 685 N 1ST AVE #HM City 2,056.38 700367050468 VARIOUS TRAFFIC SIGNALS City 1,954.84
700890765592 2206 RIVERDSIDE DR -ELECTRIC POND 4 City 1,817.51 700465976122 POLICE DEPT- MELISSA ST ANNEX City 604.68
700350507019 HARVEY HOUSE- 685 N 1ST AVE #E City 17.76
HARVEY HOUSE - 685 N 1ST AVE #F City 189.79
HARVEY HOUSE - 685 N 1ST AVE #C City 148.43
8002216730 HARVEY HOUSE- 685 N 1ST AVE #D City 332.59
8002564791 HARVEY HOUSE - 685 1ST AVE #I City 318.31
8002575020 HARVEY HOUSE #J -ROUTE 66 MUSEUM City 315.08 8004336313 HARVEY HOUSE - 685 N 1ST ST City 300.44
8002783603 HARVEY HOUSE - 685 N 1ST AVE, #MA City 196.08 700896427564 403 N 1ST AVE PED -1ST BRIDGE City 168.39
8000833030 CORPORATION YARD City 159.74
700975347875 120 AVE G City 148.09
700030573030 ELECTRIC POND 3 2200 RIVERSIDE DR City 122.14 8004459516 HARVEY HOUSE - 685 N 1ST AVE City 109.08
8004520184 HARVEY HOUSE - 685 N 1ST AVE #PL City 103.10 8003084860 HARVEY HOUSE - 685 N 1ST AVE, #PN City 95.55 8002564298 HARVEY HOUSE - 685 FIRST ST #H City 89.22
8003543204 TRAFFIC SIGNALS - MAIN & 2ND City 71.28
700178236029 555 SOUTH 7TH STREET City 61.00
700499146381 800 BARSTOW RD -TENNIS COURTS City 28.98
700497772419 STURNACLE PARK City 28.45
700014422227 HOLIDAY LIGHTING-540 1/2 W MAIN ST City 14.98 700448629993 LANDSCAPE -72 TRINITY City 14.90
102784 03/27/2026 011091 SOUTHWEST LIFT & EQUIPMENT INC 16021 FLEET LIFT DIAGNOSTIC City 805.50 805.50 102785 03/27/2026 001862 TERMINIX PROCESSING CENTER 468864594 2/11/26 PEST CTL -PD City 162.82 162.82 102786 03/27/2026 000542 TYLER TECHNOLOGIES INC CI100-00238344 01/01/26-12/31/26 YEARLY SAAS City 179,090.10 179,090.10

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Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 102787 03/27/2026 000635 VERIZON 61374863285 FEB 2026 -COUNCIL City 197.77 5,834.47 FEB 2026 -CITY MANAGER City 294.19
FEB 2026 -CITY CLERK City 78.84
FEB 2026 -BUILDING City 272.99
FEB 2026 -CODE City 353.01
FEB 2026 -I.T City 356.91
FEB 2026 -PERSONNEL City 38.83
FEB 2026 -PARK AND REC City 316.54
FEB 2026 -CORP YARD City 116.49
FEB 2026 -OPEN SPACES City 38.83
FEB 2026 -BUILDING MAINT City 38.83
FEB 2026 -FLEET City 38.83
FEB 2026 -SOLID WASTE City 38.83
FEB 2026 -WASTE WATER City 414.23
FEB 2026 -PD City 3,080.49
FEB 2026 -FIRE Fire 158.86
102788 03/27/2026 000635 VERIZON 470603320-00001 FIRE DIST CELL PHONES Fire 918.46 918.46 102789 03/27/2026 001909 WEASMA, TED 032526 3/11/26-3/13/26 PLANNING COMMISSIONERS City 247.36 247.36 102790 03/27/2026 004137 WESTERN EXTERMINATOR CO 92703934 MAR 2026 PEST CTL -SPORT PARK City 81.48 81.48 102791 03/27/2026 012967 YOUNGER, JEFFREY 032526 FY26 TUITION REIMBURSEMENT City 490.00 490.00 102792 03/27/2026 004130 ZOLL MEDICAL CORP 4423345 MEDICAL SUPPLIES -FIRE City 1,684.95 1,684.95 1297 03/27/2026 003229 AFLAC 244827 MAR 2026 COVERAGE City 440.28 440.28 1298 03/27/2026 001478 GOLDEN STATE WATER COMPANY 06241300000 DANA PARK BLDG - 4" METER City 5,585.56 42,228.77 36241300007 FOGLESONG PARK - 300 G ST, 4" METER City 4,935.45 14719300007 1601 RIMROCK RD- 4" METER City 4,900.27
16792200004 2800 GUADALUPE DR,#A - 2" METER City 2,611.27 26792200003 2800 GUADALUPE DR,#B - 2" METER City 1,780.78 47241300004 800 S H ST- SOCCER FIELDS, 2" METER City 1,778.34 86241300002 LILLIAN PARK- 901 BIGGER ST, 2" METER City 1,690.34 37241300005 800 S H ST- SOCCER FLD LOT, 2" METER City 1,619.95 77241300001 STURNACLE PARK - 2" METER City 1,602.37
23400400000 2800 GUADALUPE DR,#D- 2" METER City 1,573.02 19513100008 500 MELISSA AVE- 2" METER City 1,367.74

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Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 08241300006 K ST PARK - 34074 K ST, 2" METER City 1,344.25 88114100006 CITY HALL - 220 MT VIEW, 3" METER City 1,129.87 71922200002 FIRE DIST - 2600 W MAIN ST, 2" METER Fire 878.43 68114100008 FIRE DIST - 861 BARSTOW RD - 2" METER Fire 869.13 84114100005 LANDSCP PROJ - E MAIN ST, 2" METER City 863.27 18241300005 H ST PARK - RIMROCK@H ST, 2" METER City 828.09 24728586686 DIAMOND AVE X VETERANS IRRIGATION City 611.04 73115873769 900 AVENUE H - 2" METER City 544.09
85260253449 MONTERREY @ STARLIGHT, 2" METER City 520.61 38114100001 2001 1/2 TRINITY AVE - 2" METER City 511.32 33365634030 MURIEL DR @ BROADWAY AVE IRR City 505.45
87241300000 DANA PARK EAST- 2" METER City 505.45
20538369305 MELISSA @ E WMS - 2" METER City 352.11
MELISSA @ E WMS - 2" METER City 150.91
54742552323 OPAL @ RIMROCK RD- 2" METER City 352.11
OPAL @ RIMROCK RD- 2" METER City 150.91
83651831634 TRUCK FILL - 2200 W MAIN ST, 2" METER City 352.11 TRUCK FILL - 2200 W MAIN ST, 2" METER City 150.91
06232234572 453 AVENUE A - 2" METER City 352.11
453 AVENUE A - 2" METER City 150.91
46792200001 2800 GUADALUPE DR,#C - 2" METER City 280.12 07049000008 1320 BARSTOW MEDIAN 300 N, 1" METER City 159.63 95034300004 1320 BARSTOW- MEDIAN 75 N, 1" METER City 159.63 45462902029 75' WEST OF HARVARD- 1" METER City 159.63
07632635475 200' WEST OF HIGGINS - 1" METER City 159.63 17893306674 100' W OF BROADWAY - 1" METER City 159.63
48770971645 200' W OF MONTEREY- 1" METER City 159.63
70323100001 LOVATO AVE X NELSON LANDSCAPE City 159.63
22412186631 120 G ST City 157.19
42590400000 2750 GUADALUPE DR - 5/8" METER City 62.88
07606215163 2800 FP GUADALUPE DR (B) METER Fire 21.50
29091421114 2800 FP GUADALUPE DR (A) METER Fire 21.50

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Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) 1299 03/27/2026 012948 SUN LIFE ASSURANCE COMPANY APR2026 APR 2026 COVERAGE City 8,599.56 8,599.56 1300 03/27/2026 001257 PUBLIC EMP RETIREMENT SYSTEM 100000018244521 APR 2026 HEALTH INSURANCE -CITY City 151,359.25 151,359.25 1301 03/27/2026 001257 PUBLIC EMP RETIREMENT SYSTEM 100000018244524 APR 2026 HEALTH INSURANCE -FIRE City 40,127.02 43,618.89 APR 2026 HEALTH INSURANCE -FIRE Fire 3,491.87
1302 03/27/2026 013679 AMAZON CAPITAL SERVICES INC 1HQL-RG7-DRR1 BACK FLOW CAGES -PARKS City 511.13 1,575.62 19RL-1WJQ-L91W COMPRESSOR OIL -8605 City 359.91
1DTN-KDVG-DTYQ OFFICE SUPPLIES -COM DEV City 217.05
1XM-4VDL-FRHP SENIOR CENTER SIGNAGE City 142.23
1GRH-66F6-JR3R DOCUMENT SCANNER -PD City 140.29
1JCT-6RL4-WMPD OFFICE SUPPLIES -COM DEV City 95.50
1J1C-HVKG-LKFX REF SHIRTS -YOUTH BASKETBALL City 70.50
1CMM-PJ34-KQGJ SHIFT INDICATOR ASSEMBLY City 28.16
1F99-VH4X-V9RG OFFICE SUPPLIES -COM DEV City 10.85
1303 03/27/2026 012949 MUTUAL OF OMAHA APR2026 APR 2026 COVERAGE -LTD City 9,767.97 9,798.29 APR 2026 COVERAGE LTD Fire 30.32
1304 03/27/2026 001257 PUBLIC EMP RETIREMENT SYSTEM 030626 03/06/26 PENSION City 122,348.47 122,348.47 AGENCY TOTAL 3,727,247.15 3,727,247.15
City 3,713,417.68
Fire 13,829.47
Successor Agency -
3,727,247.15

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Attachment: 032726 AP RUN (6357 : Ratification of Accounts Payable Expenditures) Joint Special Council/BFPD
04/21/26 05:15 PM
Administrative Services
Kimberlie A. Turner
Amendment
Doc ID: 6365

COUNCIL AGENDA ITEM
AGENDA MATTER:

SOFTWARE CONSULTING SERVICES AGREEMENT-INTEGRATED TECHNOLOGY PARTNERS EXECUTIVE SUMMARY:

The City has an existing contract with Integrated Technology Services (ITP) for project management support on the enterprise system implementation (Tyler/Munis). As the project has expanded to include Community Development project management support and the extension of the module scheduling for Finance, Payroll and Human Resources, additional support is needed to complete these implementations. Staff recommends increasing the contract for ITP amount to ensure continuity of services and a seamless system roll out until completion of the three projects.

DISCUSSION:

The City is transitioning from the Tyler Eden system to a full Tyler Munis Enterprise Resource Planning (ERP) platform. This project entails implementation for Finance/Payroll, Human Resources, Procurement, and the Community Development Department.

The City has an existing agreement with Integrated Technology Services (ITP) in support of the City's enterprise system implementation, with an authorized spending limit of $125k from the City Manager. As the project continues to progress, the scope of work has expanded to ensure that the system is implemented efficiently, departments are properly trained, accurate information is uploaded and internal processes are aligned for long-term sustainability.

We have identified the city's needs for continued support for Finance, Community Development and Human Resources to assist in process mapping, workflow configuration, documentation and training until completion of the projects. This expanded support is critical to ensuring consistent implementation across departments and avoiding future operational inefficiencies and completion of all three projects.

The Project Manager and additional resources/support provide services on an as-needed basis, allowing the City to manage costs carefully while ensuring the necessary expertise is available at key phases of system migration and the department onboarding process.

Given the expanded departmental support and the fact we have a better understanding of our city needs, we are requesting the amendment to the existing cost. To avoid delays in implementation and to ensure full support across all affected departments, staff is requesting authorization to increase the total contract spending originally authorized by the City Manager to an approval by Council for an increase to $297,200.00. This approval will allow the City to continue receiving essential project management, support and training to ensure continuity of project support, reduce risk associated with system transition, and allows for a smoother, more efficient rollouts with well-trained staff and clearly documented workflow until all three projects are completed. 6 Packet Pg. 40
Joint Special Council/BFPD
04/21/26 05:15 PM
Administrative Services
Kimberlie A. Turner
Amendment
Doc ID: 6365

COUNCIL AGENDA ITEM
FISCAL IMPACT:

No additional funding is required for FY 2025–2026, as sufficient funds are available within the Account No. 100.120.213.08.803.

RECOMMENDED ACTION:

SECOND AMENDMENT TO AGREEMENT BETWEEN CITY OF BARSTOW, CA

AND INTEGRATED TECHNOLOGY PARTNERS
This Second Amendment (“Second Amendment”) is to the AGREEMENT (“Agreement”) executed on September 23, 2025, by and between City of Barstow, California (“City”), and Integrated Technology Partners (“Contractor”).

WHEREAS, the parties previously amended the Agreement on December 16, 2025 (“First Amendment”), to update the Scope of Services and staffing structure; and
WHEREAS, the City has identified updated Go-Live dates for remaining ERP phases and requires additional Subject Matter Expertise and Project Management support through August 1, 2027; and WHEREAS, the parties desire to increase the authorized funding and extend the service period to encompass these newly identified requirements;
THEREFORE, in consideration of the foregoing, and the mutual covenants set forth herein, the parties agree as follows:

1. Addition to SOW Section: Supplemental Scope of Services (April 2026 – August 2027) In addition to the services defined in the First Amendment, Contractor shall provide remote Subject Matter Expertise and Project Management support for the following ERP phases with Client Estimated Go-Live Dates:
 Financials: Go-Live 7/1/2026
 HCM, Time & Attendance: Go-Live 1/1/2027
 EPL Business Project: Go-Live 7/1/2027
Service Areas include:
 Module Setup Assistance, Analysis Support, and Legacy Data Imports.  Coaching, configuration, and testing Questionnaires.
 EPL Conversion Assistance
 End User Training support; Go-Live, and Post-Live Support activities.  Project Management Oversight and support for City Technical Staff on upgrades and troubleshooting.  System Analysis for Role-Based Security and Electronic Business Rule Configuration.

2. Amendment to SOW Section: Estimated Hours and Budget The following estimated costs are hereby authorized for the supplemental scope through August 1, 2027, in addition to previously authorized funds:
 Proposed Estimate of Hours: 1,848 hours
 Estimated Service Cost: $277,200.00 (billed at the established rate of $150/hr)  Estimated Travel Budget: $20,000.00 (to be utilized upon client request)  Total Additional Estimate: $297,200.00

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Attachment: Second Amendment to Agreement 2025 - 25March26 (6365 : Software Consulting Services Agreement-Integrated Technology Amendment 2

3. Continuation of Terms
Except as specifically amended by this Second Amendment, all terms, provisions, and conditions of the Agreement and the First Amendment shall remain in full force and effect.

IN WITNESS WHEREOF, the parties execute this Second Amendment as of March ____, 2026.

The City of Barstow. Integrated Technology Partners
_________________________________ __________________________________ Signature Signature
_________________________________ __President_________________________ Title Title
_________________________________ __03/25/2026_______________________ Date Date

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Attachment: Second Amendment to Agreement 2025 - 25March26 (6365 : Software Consulting Services Agreement-Integrated Technology Joint Special Council/BFPD
04/21/26 05:15 PM
Engineering
Christopher Heldreth
Resolution
Doc ID: 6283

COUNCIL RESOLUTION
AGENDA MATTER:

ADOPT RESOLUTION NO. ____- 2026 APPROVING REVISIONS TO THE CITY’S ENCROACHMENT PERMIT AND TRENCHING SPECIFICATIONS POLICY.

EXECUTIVE SUMMARY:

The revised Encroachment Permit and Trenching Specifications Policies will minimize trench and excavation scaring of roadway and easements pavement surfaces and ensure safety to the traveling public. The new policy will help the City protect the significant investment it is making in the City’s streets DISCUSSION:

City staff drafted revisions and updates to the City’s Encroachment Permit and Trenching Specification Policies. The revisions update encroachment permit requirements and revise the criteria and guidelines for trenching in City rights-of-way. Sometimes utility companies and contractors need to excavate or trench in City rights-of-way after new pavement resurfacing is completed, or where the existing pavement (road or easement) is smooth, uniform, lacks deterioration or excessive wear. Currently, these policies specify requirements for pavement repairs based on the age of the existing (surrounding) pavement.

Trenching or excavation in roads or easements can cause rough driving surfaces, wheel ruts, discoloration, and eyesore to the traveling public.

It is important to update and revise the City’s Encroachment Permit and Trench Specifications and make appropriate adjustments for these reasons:
(1) It is in the best interest of the general public to preserve the surface of the City’s roadway pavement for a reasonable period after new pavement or resurfacing is installed; and (2) To protect the City's investment in its infrastructure; preserve the life of roadways; preserve an improved traveling surface; and, maintain a pleasing appearance to surfaces that have been trenched or excavated; and
(3) These requirements should apply to utility companies, State agencies, Federal agencies, school districts, and private developers.

The policy changes on the attached Encroachment Permit and Trench Specifications include:
1) Clarifying references of the encroachment permit policy, 2) Changing the trenching specifications policy to use a standard pavement criteria for repairs rather than referencing the relative age of the existing or surrounding paved surface - sometimes, relatively new pavement can be scarred, rutted, and deteriorated, without the need to preserve the existing condition, and
3) Reduce the pavement restoration requirements where the existing pavement conditions are satisfactory and extensive surface improvements are not warranted.

Pavement does not deteriorate by age alone. Many times, a recent pavement can show signs of stress and deterioration after two to three years while older roads can be undamaged. 7 Packet Pg. 44
Joint Special Council/BFPD
04/21/26 05:15 PM
Engineering
Christopher Heldreth
Resolution
Doc ID: 6283

COUNCIL RESOLUTION
The current industry standard for evaluating pavement criteria is based on a Pavement Condition Index (PCI). The PCI is determined by conducting visual inspections to identify, measure, and rate 19 types of pavement distresses (cracking, rutting, and potholes, based on ASTM standard D6433 for roads). These distresses are assigned severity levels to calculate a numerical score from 0 to 100 (100 being excellent).

Since the PCI method is subjective, it may vary depending on the inspector’s observations.

However, using PCI for pavement repairs, pavement repairs do not relate to the age of the pavement surface. Where the PCI is high (95-100), the trench and excavation restoration requirements should be strict, ensuring preservation of that high quality road even if older than ten years; in other areas the requirements can be relaxed to reflect the present on the ground conditions in that area. The attached revised Trenching Specifications are based on the apparent deterioration or wear.

Other revisions to the policies include:
- clarifications for referenced documents,
- added notes for trench spans greater than 5’-3”,
- minor changes to trench restoration parallel to the traveled way, - adding compaction testing requirements,
- adding Pavement Condition Index (PCI) requirements, and - revising pavement overlay distances.

Adoption of this resolution and related policies will clarify permits, minimize trench scars, and ensure the City has safe roads.

Expenses for the revised policies will be borne by those that seek an encroachment permit from the City to excavate or trench in the rights-of-way.

The proposed policy also includes a provision allowing the City Manager to negotiate and enter into memoranda of understanding modifying the requirements of the Trenching Specifications Policies, but only if, and only to the extent, necessary to comply with utility franchise agreements previously approved by the City Council by ordinance.

Attachment 1 - Revised Encroachment Permit and Trenching Specifications Policies, dated ______, 2026 FISCAL IMPACT:

There is no direct fiscal impact related to the revised policies. However, the cost of trenching and excavations for utility companies and others will increase due to the new pavement restoration requirements.

RECOMMENDED ACTION:

Staff recommends that the City Council adopt Resolution No. ____- 2026 and the attached revisions to the City’s Encroachment Permit and Trenching Restoration Policy. 7 Packet Pg. 45
432290.3
CITY COUNCIL RESOLUTION NO. ____-2026

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BARSTOW, CALIFORNIA APPROVING REVISIONS TO THE CITY’S

ENCROACHMENT PERMIT AND TRENCHING SPECIFICATIONS

POLICIES
WHEREAS, Barstow Municipal Code, Title 12, Chapter 12 requires encroachments permits for excavation, construction, installation or maintenance of any improvement, structure or encroachment in, on, over or under any street without first obtaining from the City Engineer a permit therefore (“Encroachment Permit”) (Sec.

12.08.020(a)); and
WHEREAS, as a condition of the Encroachment Permit, the City Engineer shall require all excavation and encroachment work to be performed in compliance with the City’s encroachment permit and street trenching specifications policies, as adopted by resolution of the City Council (Sec. 12.08.020(f)); and WHEREAS, the City Council of the City of Barstow desires to adopt revisions to the City’s policies; as described in the revised Encroachment Permit and Trenching Specifications Policies (“Policies”).

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

SECTION 1. Recitals. The City Council finds that all the facts, findings, and conclusions set forth above in this Resolution are true and correct.

SECTION 2. Encroachment Permits and Trenching Specifications.

Encroachment Permits and Trenching within City streets, highways, and rights-of-way shall conform to the Encroachment Permits and Trenching Specifications Policies attached hereto as Attachment A and hereby approved by the City Council.

SECTION 3. Franchise Utilities and Prior City Ordinances. The City Manager is authorized to enter into memoranda of understanding modifying the requirements of the Trenching Specifications Policies, but only if, and only to the extent, necessary to comply with utility franchise agreements previously approved by the City Council by ordinance.

SECTION 4. Severability Clause. Should any section, clause, or provision of this Resolution be declared by the Courts to be invalid, the same shall not affect the validity of the Resolution as a whole, or parts thereof, other than the part so declared to be invalid.

SECTION 5. CEQA. The City Council finds the adoption of this resolution is exempt from review under the California Environmental Quality Act (“CEQA”) because it relates to Category Exemptions for minor repairs, maintenance, or alterations for existing facilities and permit is ministerial and the trenching specifications do not have a significant

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Attachment: City Council Resolution Approving Trenching Policy (MTS edits 020626)(432290.3) (6283 : Proposed Trenching Policy Revisions 432290.3 2
effect on the environment. (CEQA Guidelines, 14 Cal. Code of Regulations, Sections 15300.1, 15301 (Class 1),15302 (Class 2), 15304 (Class 4), and 15305 (Class 5)).

SECTION 6. CERTIFICATION. The City Clerk shall certify to the adoption of this Resolution as required by law.

PASSED, APPROVED AND ADOPTED this ________ day of __________, 2026. ___________________________
Timothy R. Silva, Mayor
________________________
Andrea Flores, City Clerk
ATTEST:

I, Andrea Flores, City Clerk of the City of Barstow and ex-officio Clerk of the City Council DO HEREBY CERTIFY UNDER PENALTY OF PERJURY that the foregoing is a true and correct copy of Resolution No. ____-2026, was adopted by said City Council at a regular meeting held on the ____________ by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
________________________
Andrea Flores, City Clerk

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Attachment: City Council Resolution Approving Trenching Policy (MTS edits 020626)(432290.3) (6283 : Proposed Trenching Policy Revisions

CITY OF BARSTOW

ENCROACHMENT PERMIT AND TRENCHING

SPECIFICATIONS POLICIES
Revised March 27, 2026 Deleted: January 278, 2026September Formatted: Font color: Text 2
Deleted: 10, 2019
Effective April ___, 2026 Deleted: September 2019February 4

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Attachment: Barstow Trenching Policy 4-1-26 (Redline)(440900.1) (6283 : Proposed Trenching Policy Revisions for GSWC Review) Table of Contents
Chapter1 Encroachment Permit1
100 General1
101 Applicant1
102 Permit Requirements-1
103 Standards and Specifications1
104 Authorization2
105 Required License2
106 Validity of Permit2
107 Required Documentation at
Submittal3
108 Plan Requirements5
109 Encroachment Permit Evaluation
and Processing5
110 Approved Encroachment Permit5
111 Changes, Additions, Emergency
Responses to Permit after Issuance6
112 One Call Law7
113 Utility Construction and Warranty7
114 Permit Possession7
115 Applicant’s Responsibility7
116 Sanitary Facilities7
117 Liability8
118 Workers’ Compensation Insurance9
119 Indemnity 10
120 Notification 10
121 Inspection 10
122 Permit Expiration 11
123 Failure to Comply 11
124 Public Convenience and Safety12
125 Traffic and Access 12
126 Traffic Control12
127 Road Closures 13
128 Working Hours 13
129 Dewatering Operations............................. 13 130 Preservation of Property........................... 13 131 Project Site Maintenance .......................... 14 132 Project Site Requirements......................... 15 133 Survey Monument and Information
15 134 Fees............................................................ 16 135 Exemptions................................................ 16 136 Clean Water Act........................................ 16 Chapter2– Trenching and Excavation Policy
................................................................... 17 200 General...................................................... 17 201 Trench Excavation .................................... 17 202 Steel Plate Bridging................................... 18 203 Steel Plate Bridging (Sidewalks) ............... 19 204 Backfill General ........................................ 20 205 Pavement Resurfacing .............................. 22 Terms and Definitions...............................26
Standard Drawings................................... 29 Encroachment Permit............................... 37
Deleted: -

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Attachment: Barstow Trenching Policy 4-1-26 (Redline)(440900.1) (6283 : Proposed Trenching Policy Revisions for GSWC Review) Page |
1 Chapter1-Encroachment Permit
100 GENERAL
The City of Barstow is committed to the protection of the travelling public and those who perform work within the City’s Right of Way (ROW). The City cooperates with all public agencies and private parties in promoting the safe use and operation of the City’s Transportation System.

The use of the City’s transportation system for other than transportation purposes may require written authorization for the City of Barstow, through an encroachment permit. These activities may include but are not limited to, construction or maintenance of utilities, streets, sidewalks, curbs, gutters, driveways, drainage systems, erosion control, structures, commercial filming, special events, and other community sponsored activities and promotions.

Entering onto the City’s property, Right of Way under these circumstances is defined as an encroachment and will require an encroachment permit.

An encroachment permit is not a property right, such as an easement, nor does it confer property rights. It cannot be transferred with the sale or real personal property. An encroachment permit has an expiration date, by which the activity must be completed by.
101 APPLICANT
101.1 Applicant Defined
The applicant is defined as the primary developer, the utility company, an agency, an organization, or an individual(s) that will be accountable for, but not limited to, Contractors, subcontractors, fees, laws, regulations, and workmanship relating to the requested encroachment permit. 102.2 Applicant’s Authorization
An authorized representative’s contractor(s) may be assigned to represent the applicant if validated by an Authorization Letter from the applicant.
102 PERMIT REQUIREMENTS
No person shall make any excavation in, or construct, install, maintain any improvements, structure, or encroachment in, on, over or under any street without first obtaining from the Engineering Services Division a permit therefor, or maintain the same without such permit or in violation of the terms or conditions thereof.

Such permit shall be issued by the Engineering Services Division only upon written application therefor, and payment of the required fee or fees. The permit shall be issued only if the Engineering Service Division is satisfied that the use proposed is in the public’s interest and that there will be no substantial injury to the street or prolonged impairment of its use as the result thereof, and that the use is reasonably necessary for the performance of the functions of the applicant (Municipal Code 12.08.020). 103 STANDARDS AND SPECIFICATIONS
All work shall be in accordance with the most current Standard Specifications for Public Works Construction, “Green Book” (SSPWC), the Standard Plans for Public Works Construction, the current City of Barstow Standards, the City of Barstow Design Standards, the Trenching Policy and any current supplements. If there isa conflict between standards, it is the applicant’s responsibility to contact the City Engineering Services Administrator or his representatives and receive clarification.

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2 104 AUTHORIZATION
104.1 Special Condition Request
Work or Event that may have substantial effect on the community shall be presented ata City Council meeting prior to any work commencing in the City’s Property or Right of Way. 104.2 Work/Maintenance
All work or maintenance performed in or near the public right of way shall be performed by; a. Contractor/ Subcontractor
A contractor witha valid license(s) (Section 105) which is appropriate for the type of work being performed. The license must be active and in good standing. b. Utility Company A utility company’s employee(s) which is authorized to perform maintenance and repairs to their utility system.
c. City of Barstow Public Service Employees
City Employees authorized to work within the City Right of Way. 104.3 Events
Individuals, corporations, companies, utility companies, and other governmental agencies that are accountable for the event and conform to Section 101,
105 REQUIRED LICENSE
All work performed in or near the public right of way shall be performed by:
a.A contractor with an appropriate and active license in good standings (e.g. Class A,C-8) and or any other appropriate class as issued by the State of California Contractors License Board. b. All contractors, subcontractors, or business associated with the application must possessa valid City of Barstow Business License.
c. All licenses must remain valid and in good standing for the entire duration of the encroachment permit.
d. Contractors cannot be on the Federal, State, or City debarment list. 106 VALIDITY OF PERMIT
106.1 Minor Encroachment Permit
A minor encroachment permit is valid for forty-five (45) days from the construction start date. The construction start date will be no greater than fifteen (15) work days after the submittal of the minor encroachment permit application. A minor encroachment permit is for routine procedures, maintenance and emergencies.
106.2 Major Encroachment Permit
A major encroachment permit is valid for the amount of working days as specified in the contract and authorized and approved by the Engineering Services Division. Working days start on the construction start date as specified in encroachment permit application. Any work performed under the encroachment permit must be performed continuously and diligently until the project is completed. The construction start date will be no greater than fifteen (15) work days after the submittal of the major encroachment permit application.A major encroachment permit is for large Capital Improvement Projectsin which the scope of work will not be completed in 45 days.

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3 107 REQUIRED DOCUMENTATION AT SUBMITTAL
Applicant must submit the following documentation as one application. Failure to submit the required documentation will result in the permit being returned to the applicant for corrections, and / or additional information.
107.1 Completed Application A fully completed encroachment permit application. 107.2 Improvement Plans
Complete improvement plans and/or plans demonstrating the type of work, the work location, and all street affected by the work within 200 feet of the project. See Section 108 Plan requirements 107.3 Traffic Control
Traffic control will be in conformance of Section 126.
107.4 Licenses
Submittal of licenses as specified in Section 105
107.5 Liability Issuance
Submittal of liability issuance as specified in Section 117. 107.6 Workers Compensation Insurance
Submittal of Worker’s Compensation Insurance as specified in Section 118. 107.7 Indemnity
Submittal of Indemnity as specified in Section 119.
107.8 Emergency Contact List
Provide the City with the applicant and contractor’s twenty-four (24) hour emergency call number.

Contact(s) must be available to respond within two hours at any given time and day. 107.9 Falsifying records.

Falsifying any records may be forwarded to the appropriate agency or organization as criminal intent. 107.10 One Call
See Section 112
107.11 Flag Personnel
Projects that require the use of flag personnel shall submit documentation as required by Injury Illness and Prevention Program of the General Industry Safety Order in the California Code of Regulations (Title 8, Division 1, Chapter 4, Subchapter 7, Section 32003 and Flagger Control shall conform to Chapter 6E of The California Manual of Uniform Traffic Control Devices (CAMUTCD) 107.12 Confined Space
a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaininga confined space entry program (CSEP) in accordance with Sections 5156, 5157 and 5158, Title 8, CCR.

Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following:

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4 1. Training of personnel

2. Purging and cleaning the space of materials and residue

3. Potential isolation and control of energy and material inflow

4. Controlled access to the space

5. Atmospheric testing of the space

6. Ventilation of the space

7. Special hazards consideration

8. Personal protective equipment

9. Rescue plan provisions
The Contractor’s submittal shall include the names of its personnel, including subcontractor personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific assignment and responsibility in carrying out the CSEP. b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implementa permit space program prior to performing any work in a permit-required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site. 107.11 Trench Shoring
Trench Shoring shall conform to the SSPWC section7-10.4.1. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 1.5 m (5 feet) or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers’ protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer.
107.12 Fees
See Section 134

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5 108 PLAN REQUIREMENTS
108.1 Minor Permit:
a.) Minimum 11X17 Plan Showing Improvements:
b.) Work location and all streets within 200 feet of work site. c.) Proposed Traffic Control plan which complies with the current addition of the

CAMUTCD
108.2 Major Permit
a.) Minimum 24x 36 Construction plans showing improvements b.) Work location and all street within 200 feet of work site c.) Proposed Traffic Control Plan which complies with the current addition of the

CAMUTCD
109 ENCROACHMENT PERMIT EVALUATION AND PROCESSING
109.1 Receiving Permit
The City reserves the right to reviewa fully completed application fora period of 10 working days. Errors and omissions will result in the permit not being issued and returned to applicant for correction. The City resumes the 10 working day evaluation period for any resubmittals. 109.2 Denied or Revoked Permit
The encroachment permit may be denied or revoked for, but not limited to the following:
a.) Improper insurance
b.) Non-conformance to standards, improper traffic control and devices, non-compliance materials, deficient workmanship, inferior quality, safety violations and neglect, inadequate work performance, and debarment.
c.) Non-permitted installation
d.) Repeat violations of any of the above.
e.) Repeat Violators of any of the above.
110 APPROVED ENCROACHMENT PERMIT
110.1 Obtaining Permit
An approved encroachment permits can be received by the Applicant by the two approved processes:
a.) Receiving the approved permit at City Hall’s Community Development counter. b.) Applicant can request the approved permit be email to them. 110.2 Issued Permits not collected
If an issued permit(s), indicated that the Applicant would obtain the permits at City Hall, and the applicant fails to do so after 21 working days after notification, the encroachment permit will be considered inactive and be closed. Applicant forfeits any fees paid and must start with a new application. It is the applicant’s responsibility to make sure that their permit is received and the activity has begun in a timely manner. 110.3 Start Date
Event, activities, or work shall start promptly on the Start Date recorded as written in the encroachment permit application. Amount of days to complete the project, event or activity is based on the approved encroachment permit and begins on the Start Date indicated on the permit even if no activities have been implemented.

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6 After notification of award of the Contract and prior to start of any work, the Contractor shall submit its proposed construction schedule to the Engineer for approval. The construction schedule shall be in the form of a tabulation, chart, or graph and shall be in sufficient detail to show chronological relationship of all activities of the Work. These include, but are not limited to, estimated starting and completion dates of various activities, submission of submittals, procurement of materials and scheduling of equipment. The construction schedule shall incorporate the requirements and reflect completion of the Work within the specified Contract time and in conformance with the Contract Documents.

If the Contractor desires to make a major change in the method of operations after commencing construction, or if the schedule fails to reflect the actual progress, the Contractor shall submit to the Engineer a revised construction schedule in advance of beginning revised operations.

The Engineer may waive these requirements for work constructed undera permit. 110.4 Revocable
The permit shall be revocable and the uses and installations thereunder subordinate to any prior right of the city to use the street for public purposes. The permit shall be conditioned upon the right of the city to require the permittee to relocate or remove the structure or encroachment at the permittee’s expense, where in the opinion of the City Engineer or his representative the action is reasonably necessary to avoid a crossing conflict, for the benefit of any public district, public agency, or political subdivision. The permit shall be subject to the conditions the City Engineer determines are necessary to assure the safety of the traveling public and the restoration of the surface of the roadway and the foundations thereof, and of the portions outside the traveled roadway.
110.5 Surety, Bonds, Deposits
The City Engineer or his/her representative may require such surety bond or deposit of money as in his judgement necessary to secure performance of the conditions of the permit and the requirements of this chapter. Please note that public utilities operating under an exclusive franchise agreement with the City may be exempted from the assessment of such due to their contractual obligation to perform said work to completion.

California. Streets& Highway. Code §1468.

ISSUANCE
111.1 City Invoked Changes
The City of Barstow reserves the right to make any changes or additions toa permit after issuance if such changes or additions are believed necessary for the protection, safety, or convenience of the public. If any part of the installation interferes with the present use of the roads by the general public and needs adjusting to match the grade of the roadway or is in conflict with the future improvement projects, it will be removed or relocated as designated by the City Engineer at the expense of the Applicant or their successor in interest.

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7 111.2 Construction Invoked Changes
Contract cannotmake deviation in the field without City approval of the changes. The City of Barstow reserves the right to refuse any field changes.
111.3 Emergency Response
a.) An excavation or encroachment may be made without first obtaining a permit for repair or replacement ofa facility previously installed only when necessary for the immediate protection or preservation of life or property, and provided that the permit be obtained on the first business day thereafter, and further provided that the excavation is made in a manner to give full protection to the users of the street and city.
b.) If an emergency/ an afterhours call is not responded to, and the City, at sole discretion, may need to correcta problem for public safety, convenience, and protection, the city may elect to remedy the problem and the applicant shall bear any and all cost associated with said emergency work. City’s cost may include, but not limited to time, materials, labor, equipment, contracts for providing services, and or any other incidentals necessary to accomplish the corrections.
112 ONE CALL LAW
Permits that require excavation shall be valid only after an Underground Services Alert (USA) inquiry identification number is issued and evidence of the same provided to the Engineering Services Division.

The Applicant shall follow all provisions of Government Code Section 4216 (The One Call Law). Failure to do so may result in the revocation of the Permit. Permits cannot be processed withouta USA Number. 113 UTILITY CONSTRUCTION AND WARRANTY
Permits for work within the City’s Right of Way shall be issued to but not limited to, the respective Applicant. The Applicant shall warranty any and all work for one year from the date of acceptance from the Engineering Services Division. Following the application warranty period, the respective utility company shall be responsible for trench maintenance and repair for the design life of the roadway. 114 PERMIT POSSESSION
Other than emergency repairs, no work or event shall be performed within the City of Barstow until the City has issued an Encroachment Permit (Municipal Code 12.08.020).A copy of the encroachment permit, a set of the construction plans, a copy of the traffic control plans, proof of the USA number, certification for traffic control, and permits required by any other agency shall be on site and available at all times while construction is in progress.
115 APPLICANT’S RESPONSIBILITY
a.) The applicant is responsible to pay any required fees. b.) The applicant is responsible for their but not limited to, contractor, subcontractors, suppliers, vendors, event personnel, and activities. In addition, the applicant is responsible for but not limited to, the safety and the implementation of all construction requirements, laws and regulations within the limits of the project, staging site and the routes to and from the project. c.) The applicant has the sole responsibility to make arrangements and pay any fees associated for testing. Any compaction testing (See Section 139.1) shall be performed by an accredited certified testing lab and shall be in accordance with the SSPWC. 116 SANITARY FACILITIES
It shall be the responsibility of the applicant to provide and maintain enclosed toilets for the use of their employees at all times while work is in progress.

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8 117 LIABILITY
117.1 GENERAL. APPLICANT and AGENCY agree that Agency, its employees, agents and officials should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorney’s fees, litigation costs, defense costs, court costs or any other cost arising out of or in any way related to the performance of this Agreement. Accordingly, the provisions of this indemnity provision are intended by the parties to be interpreted and construed to provide the fullest protection possibleunder the law to the Agency. APPLICANT acknowledges that AGENCY would not have entered into this Agreement in the absence of the commitment of APPLICANT to indemnify and protect AGENCY as set forth here.
117.2 To the full extent permitted by law, APPLICANT shall defend, indemnify and hold harmless AGENCY, its employees, agents and officials, from any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged, or threatened, actual attorney’s fees incurred by AGENCY, court costs, interest, defense costs including expert witness fees and any other costs or expenses of any kind whatsoever without restriction or limitation incurred in relation to, asa consequence of, arising out of or in any way attributable actually, allegedly or impliedly, in whole or in part to the performance of this Agreement. All obligations under this provision are to be paid by APPLICANT as they are incurred by the AGENCY. 117.3 Without affecting the rights of AGENCY under any provision of this agreement or this section, APPLICANT shall not be required to indemnify and hold harmless AGENCY as set forth above for liability attributable to the sole fault of AGENCY, provided such sole fault is determined by agreement between the parties or the findings of a court of competent jurisdiction.

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9 117.8 APPLICANT agrees to provide insurance in accordance with the requirements as set forth here. If APPLICANT uses existing coverage to comply with these requirements and that coverage does not meet the requirements set forth herein, APPLICANT agrees to amend, supplement or endorse the existing coverage to do so. The following coverages will be provided by APPLICANT and maintained on behalf of AGENCY and in accordance with the requirements set forth herein. 117.9 Commercial General Liability/Umbrella Insurance. Primary insurance shall be provided on ISO- CGL form No. CG 00 01 11 85 or 88. Total limits shall be not less than two million dollars ($2,000,000.00) per occurrence for all coverages and two million dollars ($2,000,000.00) general aggregate. AGENCY and its officers, agents and employees shall be named as additional insureds using ISO additional insureds endorsement form CG 20 10 11 85 (in no event will AGENCY accept an endorsement form with an edition date later than 1990). Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to AGENCY or any employee or agent of AGENCY. Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Umbrella Liability Insurance (over primary) shall apply to bodily injury/property damage, personal injury/advertising injury, at a minimum, and shall include a “drop down” provision providing primary coverage above a maximum of $25,000.00 self-insured retention for liability not covered by primary policies but covered by the umbrella policy. Coverage shall be following form to any underlying coverage. Coverage shall be provided on a “pay on behalf” basis, with defense costs payable in addition to policy limits. There shall be no cross-liability exclusion. Policies shall have concurrent starting and ending dates.

Each policy of insurance shall containa clause prohibiting cancellation, modification or lapse without thirty (30) days prior written notice having been given to the City. All insurance policies shall be subject to approval by the City Attorney and certificates evidencing such policies shall be provided to the City concurrently with the filing of all required bonds.
117.10 Business Auto/Umbrella Liability Insurance. Primary coverage shall be written on ISO Business Auto Coverage form CA 00 01 06 92 including symbol 1 (Any Auto). Limits shall be no less than two million dollars ($2,000,000.00) per accident. Starting and ending dates shall be concurrent. If APPLICANT owns no autos,a non-owned auto endorsement to the General Liability policy drafted above is acceptable. 118 WORKERS’ COMPENSATION INSURANCE
Work performed under an encroachment permit is subject to Workers’ Compensation obligations, including, but not limited to, California Labor Code Sections 1860 and 1861 as follows:

APPLICANT shall take out and maintain, during the life of this contract, Worker’s Compensation Insurance for all of APPLICANT’s employees employed at the site of improvement; and, if any work is sublet, APPLICANT shall require the subcontractor similarly to provide Worker’s Compensation Insurance for all of the latter’s employees, unless such employees are covered by the protection afforded by APPLICANT.

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119 INDEMNITY
To the fullest extent permitted by law, APPLICANT shall, at its sole cost and expense, fully defend, indemnify and hold harmless AGENCY, its authorized representatives and their respective subsidiaries, affiliates, members, directors, officers, employees and agents (collectively, the “Indemnitees”) from and against any and all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses, including but not limited to any fees of accountants, attorneys or other professionals (collectively “Liabilities”), arising out of, in connection with, resulting from or related to, any alleged act, omission, fault or negligence of APPLICANT, APPLICANT’s Representative, or any of its officers, agents, employees, Subcontractors or Suppliers, or any person or organization directly or indirectly employed by any of them (Collectively, the “Indemnitors”), in connection with or relating to or claimed to be in connection with or relating to the work performed under this PERMIT. APPLICANT shall not be entitled to any refund of attorneys’ fees, defense costs or expenses in the event that it is adjudicated to have been non-negligent.

APPLICANT shall not be required to defend or indemnify AGENCY for liabilities caused by the sole active negligence or willful misconduct of the AGENCY.

If APPLICANT is a joint venture or partnership, each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations of APPLICANT that are assumed under or arise out of this PERMIT. Each of such venturers or partners waives notice of the breach or non-performance of any undertaking or obligation of APPLICANT contained in, resulting from or assumed under this PERMIT, and the failure to give any such notice shall not affect or impair such venturer’s or partner’sjoint and several liability hereunder.

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of inspection. Inspections are not approved until City staff confirms the scheduled inspection. 121.3 After-Hours Inspection
When work is performed on Saturday, Sunday, Holiday, or City’s schedule days off, inspection shall be requested 48 hours in advance. All cost of providing weekend, holiday, or City scheduled days off shall be borne by the applicant. After-Hours inspection request an encroachment permit is not guaranteed, and is at the City’s Discretion or availability of staff.
121.4 Inspection Documentation
The encroachment Permit Documentation (Sections 107), Survey Documentation (Section 134), Compaction reports (Section 132.1), and documentation necessary to complete the project shall be presented to the inspector at the time of inspection. If the proper documentation is not presented, the inspection will not be performed and a new request for inspection will be required per Section 121.2. 121.5 Corrections
a.) Allow time to resolve any corrections discovered. Delay for correction is the sole responsibility of the applicant and the applicant shall accept all arrangements and expense for time labor, equipment, materials, or any other incidentals necessary to accomplish the corrections. b.) Final corrections are the applicant’s responsibility and all arrangements and expenses are borne by the applicant.
121.6 Re-Inspection
If the inspector arrives at the schedule appointment and the work, activity, event is not properly prepared for inspection,a re-inspection will be required and $55.00 re-inspection fee will be charged. This fee must be paid prior to the re-inspection.
121.7 Final Inspection
A final inspection will be requested by submitting a Final Inspection Request form no greater than 10 working days before the encroachment permit expires. Request for inspection requires forty-eight (48) hours advance notice (Section 121.2) and applicant should arrange for any correction to be performed prior to the encroachment permit expiring (121.5).
122 PERMIT EXPIRATION
122.1 No Activity, Work or Event after Start Date
If activity, work or event has not started after 10 working days of the start date, the permit will be deemed inactive and will be closed. A new permit with appropriate documentation and fees will be required to be resubmitted. All previous fees paid are forfeited to the city and previous submitted documentation will be destroyed.
122.2 Permit allowed to expire
If the permit is allowed to expire, without an extension having been granted,a new permit with appropriate fees shall be required prior to the start of any work.
123 FAILURE TO COMPLY
Should the Applicant and/or its Contractor fail to comply with any provisions of the Encroachment Permit, the City Engineer may order the Applicant to stop work, wholly or in part, until the discrepancies have been resolved to the satisfaction of the City Engineer. Failure to perform the work or comply with the provisions

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may result in revocation of the permit. The City of Barstow may perform the work required or arrange for the work to be done and the entire cost of the required work shall be borne by the Applicant. 123.1 Franchise Agreement
Undera valid Franchise Agreement, all repairs will be in conformance with said agreement/s. 123.2 Noncompliance Fee A noncompliance fee of $250.00 per day will be assessed to applicants in whom the encroachment permits has expired and/or fail to be in compliance with the encroachment and trench policy. 123.3 Work performed by City
a.) The City Engineer or his/her representative may for reasons of the city convenience, safety reasons arrange to have the work replaced or restored at the expense of the applicant. If any applicant fails to refill any excavation or to restore the street to its condition prior to the excavation, the city engineer or the representative shall have the right to perform the work and collect in the name of the city the cost thereof.
b.) The City Engineer or his/her representative shall have the right to remove any construction or encroachment installed , placed, or maintained in violation of this chapter and to restore the street to its condition prior to the excavation, construction, event, encroachment and collect in the name of the city the cost thereof.
124 PUBLIC CONVENIENCE AND SAFETY
125 TRAFFIC AND ACCESS
The Applicant’s operations shall not cause unnecessary inconvenience to the public. The access rights of the public shall be considered at all times and, unless otherwise authorized, traffic shall be permitted to pass through the work area at all times. Safe and adequate pedestrian, bicycle, and vehicular access shall be provided and maintained in accordance with the latest edition of the California Manual on Uniform Traffic Control devices. Where possible, access shall be routed on new or existing paved surfaces. If vehicle traffic is routed off a paved surface, water or dust palliative shall be applied as required for the alleviation or prevention of dust nuisance.
126 TRAFFIC CONTROL
126.1 Traffic Control Required
The Applicant shall provide and maintain any and all temporary traffic control devices and personnel necessary for the safety of the public in accordance with the current edition of the California Manual on Uniform Traffic control Devices, any approved traffic control plan, and/or as directed by the City Engineer or Construction Inspector.
126.2 Traffic Control Plans
Temporary Traffic Control Plans (TTCP) shall conform to the current edition of the California Manual on Uniform Traffic Control devices. If the progress of the work will impact traffic on any major road or near any school,a TTCP prepared and signed bya California Registered Traffic Engineer may be submitted for review at least 1 week prior to the expected issuance of the permit unless otherwise required by the City Engineer and or the Engineering Service Division representative.

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126.3 Flagger Operations and Requirements
When required, the Applicant shall provide flagging personnel and equipment meeting the qualifications and requirements provided in Chapter 6E of the California Manual on Uniform Traffic Control devices. 126.4 Placement of Traffic Control Devices
After public notification (Section 119) the applicantshall install or place traffic control devices and methods which conform to the California Manual on Uniform Traffic Control Devices (CAMUTCD) twenty-four (24) hours prior to the work, activities, or event.
127 ROAD CLOSURES
127.1 General
No road shall be closed partially or fully without authorization from the Engineering Service Division except in the case of an emergency under the direction of an authorized agency. An authorized road closure will allow the detour of through traffic only. The Applicant shall provide a smooth dust controlled route that allows the unimpeded access for emergency vehicles and residents at all times. During partial or full emergency road closures, reasonable effort shall be made to comply with the California Manual on Uniform Traffic Control Devices
127.2 Detour Plan Submittal Requirements
The Applicant may be required to submit a comprehensive plan showing detour routes and sign locations signed by a California Registered Traffic Engineer a minimum of 5 working days in advance of need. 127.3 Closure Notifications
Upon Engineering Service Division authorization of a full or partial non-emergency road closure, the Applicant shall notify affected agencies as shown on the City’s Road Closure Notification List not less than 2 business days prior to the proposed closure. The Road Closure Notification List is available from the Engineering Service Division upon request.
128WORKING HOURS
128.1 General Working Hours
Except for emergency repairs, no work shall be performed within City Right of Way on weekends; City recognized holidays; before 7:00 A.M.; or after 4:30 P.M. unless authorized by the City Engineer. 128.2 Special Working Hours
If the progress of the work will impact traffic on any major road or near any school, the City Engineer may modify the working hours.
129 DEWATERING OPERATIONS
The release of, or directing of water onto city roads shall be authorized by the Engineering Department and shall include traffic control per Section 2-2, cleanup per Section 4-4, and erosion control per State Water Board NPDES requirements.
130 PRESERVATION OF PROPERTY
130.1 Protection of Property
The Applicant is responsible for the protection of public and private property adjacent to the work in accordance with Section 7-9 of the current edition of the Standard Specifications for Public Works Construction (Greenbook) and these Town Standards. The Applicant shall repair, restore, or replace improvements damaged or removed as part of the construction of the permitted activity. All repair,

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restoration, and replacement work shall meet the prevailing standard and specifications to match the original in finish and dimension. For this section, improvements shall include but are not limited to trees, lawns, shrubbery, and associated irrigation facilities. The Applicant shall give seven days’ notice to occupants or owners of adjacent property to allow themto salvage or relocate plants, trees, fences, sprinklers and other improvements within the City Right of Way that are designated for removal on the plans and would be destroyed as a result of the work.
130.2 City Property
Prior to construction, the Applicant shall assess the condition of the City facilities within the project limits and report to the Construction Inspector all damaged, defaced or missing pavement, sidewalk, curb, gutter, signs, pavement markings or hazardous conditions that may exist before the work is started. Prior to final acceptance of the project all City facilities shall be in the same or better condition as determined by the City Engineer or Construction Inspector. Prior to the start of work, the Applicant may take photographs of the areas that are likely to be disturbed for documentation and comparison with the post project condition. 130.3 Traffic Signals
Traffic signal detector loops, wiring or appurtenant facilities damaged by the Permittee’s operations shall be reported immediately to the Engineering Department and the Construction Inspector. The Applicant’s qualified personnel or contractor shall repair any damage immediately to conform to the current edition of the California Manual on Traffic Control devices and the Caltrans Standard Specifications at no expense to the City as directed by the Engineering Department.
130.4 Survey Monuments
The Applicant shall locate, protect, and/or “tie-out” all survey monuments that may be disturbed or destroyed. Survey monuments shall be located and referenced prior to the start of construction. Following completion of the work, any disturbed monuments shall be reset in the surface of the new construction/location anda Corner Record filed with the appropriate agency. All work shall be performed under the direction and supervision of a licensed Land Surveyor or a registered Civil Engineer who is eligible to practice Land Surveying at no expense to the City of Barstow. 130.5 Traffic Striping, Markings, Signs
Traffic Striping, Markings, or signs damaged or removed by the applicant’s operations will be the applicant’s responsibility to replace by qualified personnel or contractor. Traffic striping, markings, signs shall conform to the current edition of the California Manual of Traffic Control Devices. Repair and replacement cost will be borne by the applicant.
131 PROJECT SITE MAINTENANCE
131.1 Staging Areas
a.) Staging of Equipment and Materials
The Applicant shall follow all Best Management Practices (BMP’s) as required by the State Water Board under the NPDES requirements. Stockpiled or surplus dirt, debris, rocks, or building materials shall be contained throughout the duration of the permit work to prevent contamination of storm drains, dry wells, or natural drainage course. The Applicant shall provide necessary traffic control devices around any equipment and materials staged in the City Right of Way. Equipment and materials shall not be staged in the travel lanes or pedestrian paths without prior written approval of the City Engineer.
b.) Temporary Use Permit

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The City of Barstow will require any contractor or utility proposing to usea private lot asa staging area for materials and equipment to obtain a Temporary Use Permit (TUP) from the Planning Department prior to starting work. Information regarding the requirements and fees related to a Temporary Use Permit can be obtained from the Engineering Services Division (760) 255-5121. 132 PROJECT SITE REQUIREMENTS
132.1 Compaction
a.) Compaction test for, but not limited to Curbs, Gutters, Sidewalks, Driveways, Cross- Gutters, Curb Ramps, base material, and asphalt pavement shall not be performed more than 24 hours prior to placing the finish layer of work.
b.) It is the sole responsibility of the applicant to make arrangements for and to pay any fees for additional re-compaction test that may be required for any failing test or if weather or any other circumstances have affected the integrity of the compaction process. c). Relative compaction will conform to Section 204.2
132.2 Maintenance of Trenches
The Applicant shall perform continuing maintenance of all trenches (Section 200), including during any periods of suspension of the work and during the course of construction. Upon acceptance of the work by the City Engineer or Construction Inspector, the Applicant/Owner shall be responsible for the trench in accordance with Section 200.
132.3 Cleanup and Dust Control
Throughout all phases of construction, including suspension of work, the Applicant shall keep the work site clean and free from rubbish and debris. The Applicant shall abate dust nuisance by cleaning, sweeping and use of water or dust palliative. The Applicant shall not allow the use of water resulting in mud on the roadway or in drainage facilities. All stockpiled dirt, debris, rocks or building materials shall be removed from the work area. All paved surfaces shall be broomed clean immediately after backfill and at the end of each day’s operations. Existing gutters and flow lines shall be cleaned or graded to their original condition or better prior to final acceptance of the work.
132.4 Removal of USA Markings
Upon completion of the work and prior to final acceptance of the work, the Applicant shall remove and/or “black out” all utility (USA) markings left as a result of the One Call law. The extent of and method for removal shall be at the discretion of the Construction Inspector. 133 SURVEY MONUMENT AND INFORMATION
133.1 Locate and Protecting Monuments
The Applicant shall locate, protect, and/or “tie-out” all survey monuments that may be disturbed or destroyed. Survey monuments shall be located and referenced prior to the start of construction. Following completion of the work, any disturbed monuments shall be reset in the surface of the new construction/location anda Corner Record filed with the appropriate agency. All work shall be performed under the direction and supervision of a licensed Land Surveyor or a registered Civil Engineer who is eligible to practice Land Surveying at no expense to the City of Barstow. 133.2 Disturbed or Destroyed Survey Monuments
Any survey monuments or markers that are destroyed, removed, buried, or the integrity of the survey

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monument has been disturbed by the work, event, or activity authorized by an encroachment permit, the applicant shall re-establish the monument(s) and filea corner recorded with the County Surveyor. All cost, materials, equipment, and other incidentals required to re-establish the survey monuments shall be borne by the applicant.
133.3 Cut Sheets
Survey information such as Cut Sheets shall be submitted to the Engineering Services Division 48 hours prior to the request for inspection.
134 FEES
134.1 Standard Fee A fee schedule is adopted by the city council by resolution establishing permit fees and inspection fees for the various types of excavation, construction, encroachments. The permit fee will be paid at the time the application is filed. Any inspections that go over the permitted hours will be billed to the applicant. 134.2 Special Condition Fee
A fee has been adopted by the city council by resolution establishing permit fees and inspection fees for special condition where the city hires additional personal or consultant firm to perform inspection of but not limited to an encroachment permit that isa substantial in size, an project of interest,a project which has high impact on the City’s transportation system or community. The applicant will be responsible for all fees encounter by the city to perform the inspection.
134.3 Non-Compliance Fee
A noncompliance fee of $250.00 per day will be assessed to applicants in whom the encroachment permits has expired and/or fail to be in compliance with the encroachment and trench policy. 135 EXEMPTIONS
The following may be exempt from payment of the permit and inspection fees. a.) Every public district, public agency, or politicalsubdivision having lawful authority to use the street for the purpose specified;
b.) Street improvements under special assessments or improvement district proceeding conducted by the City Council;
c.) Street Improvements and other public facilities installed pursuant toa specific contract with the city in which the cost is borne by the city.
d). Completion of public utility projects specifically exempted from such by the California Public Utility Commission.
136 Clean Water Act
All work must conform to current laws and regulations regarding clean water act such as, but not limited to, Storm Water Pollution Discharge. Storm Water Management Plans.

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Chapter 2 – Trenching and Excavation Policy
200 General
200.1 Trenching and resurfacing shall meet these specifications, the current editions or supplements of the City of Barstow Standard Drawings S-12.1 through S-12.7, The Standard Specifications for Public Works Construction “The Greenbook”, The Standard Plans for Public Works Construction, and the Barstow Municipal Code Chapter 12.08 (Excavations).
200.2 An encroachment permit is required for any excavations within the City of Barstow’s Right of Way. (Section 102 of the Encroachment Permit Policy)
200.3 Prior to issuance of an encroachment permit the applicant must submit documentation per Section 100 - Encroachment Permit Policy.
200.4 When lane closures are expected to occur, a traffic control plan establishing proper traffic control devices and signs per Section 125 of the Encroachment Permit Policy. 200.5 New asphalt applications (including but not limited to Asphalt Concrete, R.E.A.S. Slurry, and Chip Seal) shall refer to Table 1 on Pg. 25-26 of this document for all restoration requirements if an excavation is required to be conducted in the street.

Scope and method of pavement resurfacing required are identified in Table 1. City shall periodically conduct a Pavement Management System Rating or Pavement Condition Index (PCI) study to determine the current condition of the pavement for street segments. The latest PCI study shall be used for determining applicability of standards on Table 1. Notwithstanding the foregoing, in the event that pavement being disturbed by an applicant has been improved since the evaluation by the City or consultant constituting the PCI study, the pavement shall be determined to have a PCI of 100 until a subsequent PCI study is conducted.

Applicant may request an inspection and determination of interim PCI level determination.

Any exceptions thereto shall be at the sole discretion and requirements of the City Engineer or his/her representative. The City Engineer or his/her designated representative shall approve any exceptions, including emergency trenching, that are not safety-related. Emergency trenching to address safety issues requiring immediate action may be performed without the Engineer’s approval. Application for the required encroachment permits for the emergency trenching must be submitted to the City’s Engineering Department for processing within twenty-four (24) hours or no later than the next working day, whichever is sooner. In addition, the encroachment permit application shall include a letter to the City Engineer stating where, when, and why the emergency trenching occurred.
200.6 All necessary traffic control signs and devices shall be in accordance with “California Manual on Uniform Traffic Control devices for Streets and Highways”, and shall be installed not less than twenty four (24) hours prior to starting any work in the public right of way. 200.7 Prior to calling for final inspection, the encroachment permit applicant shall confirm that the workmanship (including but not limited to the subcontractors) has been completed according to these Trenching Specifications.
200.8 Contractor shall call the City of Barstow Engineering Division for final inspection per Section 121.

Formatted: Font: 12 pt, Bold, Highlight
Formatted: Indent: Left: 0.6", No bullets or
numbering
Commented [AJ1]: Policy does not make link
between PCI study and surfacing requirements.

Commented [AJ2]: Policy does not identify who
prepares PCI study or how it is prepared. In Table 1 it is only referred to as a thing that exists. This fixes this.

Commented [AJ3]: This connects the link with how
and why Table 1 is done.

Commented [AJ4]: Here’s the scenario of a street
resurfacing after
Commented [AJ5]: Period of time needs to be from
when the consultant LOOKS at the street, NOT when the
study is published.

Commented [AJ6]: This is effectively the standard for
all other recently approved pavement.

Commented [AJ7]: This allows for applicant to
dispute that the pavement is at 100, but instead is some lower number.

Formatted: Font: 12 pt, Bold, Highlight
Deleted: have a ten (10) year trenching
moratorium (Table 1). Any city streets which
have had the pavement structural section totally
reconstructed shall have a ten (10) year trenching
or breaking the pavement moratorium. Any
exceptions thereto shall be at the sole discretion
and requirements of the City Engineer,
Engineering Services Administrator or his/her
Representative. The City Engineer or his/her
designated representative shall approve any
exceptions, including emergency trenching, not
safety related. Emergency trenching requiring
immediate action for safety issues may be
performed without the Engineer’s approval.

Following the emergency trenching, without the
approval of the City Engineer, a letter stating
where, when, and why shall be sent to the City
Engineer within a twenty-four (24) hour period or
the next working day.

Formatted: Font: 12 pt, Bold
Formatted: Indent: Left: 0.6", No bullets or
numbering

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200.9 Nothing in this Trenching Specifications shall supersede any trenching specifications previously established under a valid Franchise agreement.
201 Trench Excavation
201.1 Excavation for appurtenant structures, such as, but not limited to: manholes, transition structures, junction structures, vaults, valve boxes, catch basins, thrust blocks, and boring pits shall be deemed to be in the category of trench excavation.
201.2 Boring, Tunneling or Jacking may be allowed with written approval from the City Engineer or his designated representative and shall be parallel with the street or at a right angle to the street. All Boring, Tunneling, and Jacking shall conform to Section 306-2 and 306-3.1 of the SSPWC. All edges shall be removed to a neatly sawed edge as specified in Section 300-1.3.2 of the SSPWC and shall be parallel with the street or at a right angle to the street. All cut edges shall not deviate more than 1” when a ten (10) foot straight edge is placed parallel to the cut edge.
201.3 All pavement edges shall be removed toa neatly sawn line, as specified in Section 300-1.3.2 of the SSPWC, and shall be parallel with the street or ata right angle to the street. All cut edges shall not deviate more than 1” when a ten (10) foot straight edge is placed parallel to the cut edge. 201.4 The edges of existing pavement adjacent to new trenches, where damaged subsequent to saw cutting of the pavement or work performed, shall again be re-saw cut to neat, straight lines for the purpose of removing and replacing the damaged pavement areas. The final trench excavation shall include the “Zone of influence” as determined by the City Engineer or his designated representative. 201.5 If the edge of the trench falls within eighteen (18) inches ofa construction joint, cold joint, or edge, the asphalt concrete pavement within this area shall be removed and replaced. 202 Steel Plate Bridging
To accommodate excavation work, steel plate bridging may be necessary. All conditions for use of steel plate bridging shall be set forth in the following special provisions:

Consideration of steel plate bridging shall take into account the following factors:

1. Traffic volume and composition.

2. Duration and size of the proposed excavation.

3. Weather conditions.

When backfilling operations of an excavation in the traveled way, whether transverse or longitudinal, cannot be properly completed with a work day, steel plate bridging with a non-skid surface and shoring may be required to preserve unobstructed traffic flow. In such cases, the following conditions shall apply:

1. Steel plates used for bridging must extenda minimum of 1’ (12”) beyond the edges of the trench.

2. Steel plate bridging shall be installed to operate with minimum noise.

3. The trench shall be adequately shored to support the bridging and traffic loads.

4. Temporary paving with cold asphalt concrete shall be used to feather the edges of the plates, if plate installation by Method (2) described below, is used.

5. Steel plate bridging shall be secured against displacement by using adjustable cleats, shims or other devices.

As required by the City of Barstow, steel plate bridging and shoring shall be installed using either Method (1) or (2):

Method1 For speeds greater than 45 mph (70 km/hr):

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The pavement shall be cold planed toa depth equal to the thickness of the plate and toa width and length equal to the dimensions of the plate.

Method2 For speeds less than 45 mph (70 km/hr)
Approach plate(s) and ending plate (if longitudinal placement) shall be attached to the roadway by a minimum of (2) dowels pre drilled into the corners of the plate and drilled 2” (50mm) into the pavement.

Subsequent plates are butted to each other. Fine graded asphalt concrete shall be compacted to form ramps, maximum slope 8.5% witha minimum 12” (305mm) taper to cover all edges of the steel plates. When steel plates are removed, the dowel holes in the pavement shall be backfilled with either graded fines of asphalt concrete mix, concrete slurry or equivalent slurry approved by the City Engineer or his designated representative.

The contractor is responsible for maintenance of the steel plates, shoring, asphalt concrete ramps, and ensuring that they meet minimum specifications. Unless specifically approved by the City Engineer or his designated representative, use of steel plate bridging shall not exceed (4) consecutive working days in any given week.

The following table shows the advisory minimal thickness of steel plate bridging required fora given trench width: (A-36 grade steel, designed for HS20-44 truck loading per Caltrans Bridge Design Specifications Manual).

Trench Width Minimum Plate Thickness
10” (0.25m) ½” (13m)
1’-11” (0.58m) ¾” (19m)
2’-7” (0.80m) 7/8” (22m)
3’-5” (1.04m) 1” (25m)
5’-3” (1.60m) 1 ¼” (32m)
Note: For Trench spans greater than 5’-3” (1.6m) a structural design shall be prepared by a California registered Civil Engineer.

All steel plates within the City Right of Way whether used in or out of the traveled way shall be without deformation. The City Engineer or his designated representative shall determine the trueness of the steel plate by using a straight edge and will reject any plate that is permanently deformed.

Steel plates used in the traveled portion of the City Right of Way shall havea surface that was manufactured with a nominal Coefficient of Friction (COF) of 0.35 as determined by California test Method 342. If a different test method is used, the contractor may utilize standard test plates with known coefficients of friction available from Caltrans District 8 Materials Engineer to correlate skid resistance results to California Test Method 342. Based on the test date, the contractor shall determine what amount of surface wear is acceptable, and independently ascertain when to remove, test, or resurface an individual steel plate.

Contractor shall not install any steel plate that is permanently deformed or delivered without the required surfacing. A Steel Plate ahead sign (W8
-24) with black lettering on an orange background shall be placed in advance of steel plate bridging. This sign shall be used with all other required construction signing.A Rough Road sign (W33) with black lettering on an orange background shall be placed in advance of steel plate bridging.

This sign shall be used with all other required construction signing. 203 Steel Plate Bridging (Sidewalks)

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To accommodate excavation work, steel plate bridging may be necessary. All conditions for use of steel plate bridging shall be set forth in the following special provisions:

Consideration of steel plate bridging shall take into account the following factors: - Pedestrian traffic volume and composition. - Duration and size of the proposed excavation - Weather conditions.

Temporary Asphalt shall be Type SC-800 or equivalent and shall be placed, compacted to match existing sidewalk section to allow for normal flow of pedestrian traffic. 203.2 Sidewalk Bridging (Option-2)
In the case where the sidewalk excavation work prohibits the above plating options, the contractor shall notify the City Engineer or his designated representative for prior approval. It shall be the contractor’s responsibility to install a temporary sidewalk access around their excavation site. This shall be in accordance with the current edition of the “California Manual of Uniform Traffic Control Devices”, (Figure 6H-28. Sidewalk Detour or Diversion).
204 Backfill General
Backfill shall be considered as starting 1 foot above the pipe or conduit, or at the top of concrete bedding over the pipe or conduit. All material below this point shall be considered bedding.

Narrow trenches (narrow trenches are defined as 10 in. or less in width) shall be backfilled immediately by the use of trench backfill slurry per Section 201-1 or CLSM per Section 201-6 of the SSPWC, or crushed aggregate base. Narrow trenches shall conform to Section 306-1.3.4 of the SSPWC except as modified herein. For trenches 6 inches or less in width, the compacted thickness of asphalt concrete shall be a minimum of 3 ½ inches, or match the existing pavement thickness plus 1”, whichever is greater.

All backfill shall be placed as specified in subsection III A., Mechanical Compacted Backfill, and compaction requirements shall be in accordance with subsection IIIB., Backfill Compaction Requirements.

Rocks greater than 6 inches in any dimension will not be permitted in backfill placed within 1 foot above the top of any pipe or conduit and 1 foot below pavement subgrade.

Rocks greater than1½ inches in any dimension will not be permitted in backfill placed within1 foot of the pavement subgrade. The native material obtained from project excavations may be used as backfill provided that all organic material, rubbish, debris and other objectionable material are first removed, and the material has a minimum Sand Equivalent of 50 (SE50). 204.1 Mechanically Compacted Backfill

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1. Backfill shall be mechanically compacted by means of tamping rollers, vibrating rollers, stompers (impact-type pavement breakers), wackers, or other hand held mechanical tampers.

2. Prior to mechanically compacting backfill, determination of proper moisture content of soil shall be made. Optimum moisture in all soil types is desirable for obtaining the required compaction.

3. Material for mechanically compacted backfill shall be placed in horizontal layers or lifts. which, prior to compaction shall not exceed the thickness specified below for the various types of equipment:
a. Hand-directed mechanical tampers and walk behind vibratory plates- maximum uncompacted lift thickness of 4 inches.
b. Rolling equipment, including sheep foot (both vibratory and (no vibratory), grid, smooth-wheel (no vibratory), pneumatic-tired and segmented wheels- maximum uncompacted lift thickness of six inches (6").
c. Vibratory equipment, vibratory plates, and smooth-wheel rollers attached to backhoe equipment - maximum uncompacted lift thickness of one (I ) foot. d. Impact, free-fall, or stomping equipment- maximum uncompacted lift thickness of two (2) feet.

4. Mechanically compacted backfill shall be moistened or dried as necessary to obtain optimum moisture level. Each layer shall be evenly spread and compacted until the specified relative compaction has been attained.

5. During the backfill process,a person certified to perform compaction testing shall make verification of relative compaction with an approved compaction measuring device or method.A private testing firm may also be utilized. Prior to the request for final inspection,a record of the testing results and moisture levelshall be submitted to the City and retained permanently with the City's encroachment permit.
204.2 Backfill Compaction Requirements

1. 90% Relative Compaction shall be achieved:
a.) In the upper three (3) feet measured from the pavement surface (or finished grade where there is no pavement).
b.) Within engineered embankments
c.) Where lateral support for existing or proposed structures is needed/ required.

2. A 95% Relative Compaction shall be achieved in the top 2 feet of any paved street (including the pavement structural section), and as directed by the City Engineer on any un-improved street. 204.3 Bedding

1. Bedding shall be defined as that material supporting, surrounding and extending to one (l) foot above the facility.

2. Bedding material shall be sand, gravel, crushed aggregate, native free draining granular material havinga sand equivalent of not less than 20 or havinga coefficient of permeability greater than 1.4 inches /hour.
204.4 Base
a.) Base material shall be reconstructed to the same dimensions (thickness, etc.) and the same or equivalent materials used in the original work.
b.) Where the original thickness is six (6) inches or less, the base material may be compacted in one layer. Where the original thickness is more than six (6) inches the base material shall be compacted in two

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or more lifts or approximately equal thickness and the maximum compacted thickness of any one layer shall not exceed six (6) inches.
c.) The relative compaction of each layer of compacted base material shall not be less than 95%. 205 Pavement Resurfacing
205.1 Temporary Resurfacing
a. Unless permanent pavement is placed immediately, temporary pavement shall be placed immediately after backfilling. Temporary bituminous resurfacing a minimum of 2 inches thick shall be placed and maintained wherever excavation is made. In major intersections and other critical locations, a greater thickness may be required by the City Engineer. b. Sufficient backfill material shall be on the job site to assure properresurfacing as specified in these specifications and shall be placed and continuously maintained so as not to cause excessive rutting, depressions, and I or distortions of the roadway surface. Authorized bituminous material for temporary resurfacing shall be SCSOO or equivalent. c. Temporary resurfacing shall be mechanically compacted by means of tamping rollers, vibrating rollers, stompers, wackers, or smooth steel wheels rolling equipment. After the specified compaction has been secured in the top layer, the roadway shall be thoroughly rolled with self-propelled tandem rollers with smooth steel wheels. Such rollers shall weigh between 8 and 10 tons (7.2 and 9.1 tonnes).

Rolling shall commence at the outer edge of the base course and progress toward the center.

Each base course layer shall be rolled until it is compacted and true to grade and cross section.

Rolling shall continue untila relative compaction of at least 95 percent has been obtained.

The surface of the finished bituminous-stabilized base, at any point, shall not vary more than 0.04 foot (12mm) above or below grade established by the Engineer. 205.2 Permanent Asphalt Pavement
a.) Permanent asphalt pavement requirement shall be based on the age and condition of the pavement surface as shown in Table 1
b.) Street trenching performed parallel to the roadway fora distance equal to or greater than fifty (50) feet shall be overlaid per Table 1. This overlay shall be placed witha commercially accepted asphalt paver. (i.e., Barber Greene or equivalent). The City Engineer or his designated representative reserves the right to waive this requirement on a case-by-case basis. Any area two feet or less from edge of gutter to a trench or separation crack shall be added to the overlay requirement. 205.3 Asphalt Concrete shall conform to Section 302.4 of the current Standard Specification for Public Works Construction. Compaction Testing a.) Third Party testing from a City Approved third party testing agency is required for ALL trench backfill, subgrade and AC paving operations.

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Table – 1 Pavement Resurfacing Requirements
Level PCI Condition Pavement Resurfacing Requirements
1 PCI 100-95 Trenching Moratorium – No Trenching / excavations allowed on streets that have been constructed, reconstructed, or have had pavement preservation applications applied.
2 Emergency
PCI 100-95
Trenching / Excavations shall replace asphalt to match existing thickness plus 1 inch of asphalt. The asphalt concrete shall then be micro-milled to a depth of two inches from edge of gutter, to edge of gutter. The length of overlay shall be a minimum 50 feet path of travel as directed by City Engineer or City Representative. A two (2) inches thick overlay of PG 70-10 asphalt concrete, ½ aggregate and as wide as the lane width must be placed over the trench / excavation with a minimum overlap of two (2) feet passed the excavation edges. This overlay shall be placed with a commercially accepted asphalt paver (i.e.

Barber-Greene or equivalent). The City Engineer or his designated city representative reserves the right to modify this requirement on a caseby case basis. Any area two feet or less from edge of gutter or separation crack shall be added overlay requirement.

Areas excavated for, but not limited to, pot holing, repairs, boring, tunneling, or jacking pits shall have the same requirements stated above.

A stand-alone excavation for, but not limited to, pot holing, repairs, boring, tunneling, or jacking pits shall be replace to match existing asphalt thickness plus 1 inch of asphalt concrete. A grind and overlay will be required for the full lane width, lane width to include shoulder and for a distance of fifty feet from the nearest excavation edge. The overlay will be a minimum of 2” thick of PG 70-10 asphalt concrete pavement, ½ aggregate.
3 PCI 94-85 Pavement Management System Rating or Pavement Condition Index PCI between 94-85 shall be restored per Level 2. However the width of the AC Overlay shall be reduced to only include lane width, (the lane width is to include shoulder) to nearest striping marks or centerline of street.
4 PCI 84-75 Pavement Management System Rating or Pavement Condition Index PCI between 84-75 shall be restored per Level 3. However the length of the AC Overlay shall be reduced to twenty five feet in the direction of the path of travel.

Pavement Management System Rating or Pavement Condition Index (PCI) less than 75 shall be restored by T- Cut Method with a minimum width of 5’ by lane width (including shoulder).

Deleted: Age of Road
Formatted: Font: Bold
Commented [AJ9]: Add overall catchall

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206 REQUIREMENTS FOR ANY EXCAVATION:

Areas excavated for, but not limited to, trenches, boring, tunneling, pot holing, jacking, pits, services connections that calculated to 10% of the travel lane in which the excavation resides and between a street segment, shall be reconstructed from edge of gutter or pavement edge to lane line (lane width is to include shoulder), centerline or full width.

Structure sections such as, but not limited to, geotextile fabric, pavement fabrics, or modified basessections shall be restored per the City Engineer or his/her representative.

The City Engineer, the City Engineering Service Administrator or his designated city representative reserves the right to modify this requirement on a case-by case basis.

The City of Barstow reserves the right to continue the pavement Trenching / excavation Moratorium on any street only requiring pavement preservation application to be applied to prolong the life of the pavement. A street segment is defined as the area between two cross streets .

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Terms and Definitions
General
Unless otherwise stated, the words, directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer.

Terms and Definitions
Agency—The legal entity for which the Work is being performed.

Agreement—See Contract.

Applicant - The primary developer, the utility company, an agency, an organization or an individual(s) which will be accountable for, but not limited to, contractors, subcontractors, fees, laws, regulations, and workmanship relating to the requested encroachment permit.

Assessment Act Contract—A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County.

Base—A layer of specified material of planned thickness placed immediately below the pavement or surfacing.

Bid—The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work.

Bidder—Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative.

Board—The officer or body constituting the awarding authority of the Agency.

Bond—Bid, performance, or payment bond or other instrument of security.

Caltrans— The State of California Department of Transportation.

Code—The terms Government Code, Labor Code, etc., refer to codes of the State of California.

Contract—The written agreement between the Agency and the Contractor covering the Work.

Contract Documents - Including but not limited to; the Contract, any Addendum (which pertain to the Contract Documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, permits from jurisdictional regulatory agencies, the Special Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract.

Contractor—The individual, partnership, corporation, joint venture, or other legal entity havinga Contract with the Agency to perform the Work. In the case of work being done undera permit issued by the Agency, the permittee shall be construed to be the Contractor. The term “prime contractor” shall mean the Contractor.

Contract Price—The total amount of money for which the Contract is awarded.

Contract Unit Price—The amount stated in the Bid fora single unit of an item of work.

Days—Days shall mean consecutive calendar days unless otherwise specified in the Special Provisions.

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Diligent – Prosecuted daily with careful attention and effort to complete the project in the most efficient and effective manner.

Disputed Work—Work in which the Agency and the Contractor are in disagreement.

Engineer—The Chief Engineer of the Agency, Director of Public Works, or other person designated by the Board, acting either directly or through authorized agents.

Highway - Any road, street, parkway, freeway, right-of way, alley, walk, way, and reserved in patents issued by the Bureau of Land Management pursuant to Public Resources Code Modification—Includes Change Orders and Supplemental Agreements. A Modification may only be issued after the effective date of the Contract.

Notice of Award—The written notice by the Agency to the successful Bidder stating that upon its compliance with the required conditions, the Agency will execute the Contract.

Notice to Proceed—A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start.

Permittee– Any individual, firm, association, partnership, corporation, trust, joint-venture, or legal entity which was granted a permit.

Person — Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity.

Plans—The drawings, profiles, cross sections, Standard Plans, working drawings, and shop drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work.

Private Contract—Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency.

Proposal—See Bid.

Reference Specifications—Those bulletins, standards, rules, methods of analysis or testing, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These shall refer to the latest edition, including amendments in effect and published at the time of advertising the Contract or issuing the permit, unless specifically referred to by edition, volume, or date.

Roadway—The portion ofa street reserved for vehicular use.

Service Connection—All or any portion of the conduit, cable, duct, or meter, betweena utility distribution line and an individual consumer.

Sewer—Any conduit intended for the reception and transfer of sewage and fluid industrial waste.

Special Provisions—Additions and revisions to the Standard Specifications setting forth conditions and requirements peculiar to the Work.

Specifications—Standard Specifications, Reference Specifications, Special Provisions, and specifications in Change Orders or Supplemental Agreements between the Contractor and the Board.

Standard Plans—Details of standard structures, devices, or instructions referred to on the Plans or in the Specifications by title or number.

Standard Specifications—The Standard Specifications for Public Works Construction (SSPWC), the “Greenbook”.

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State—State of California.

Storm Drain—Any conduit and appurtenances intended for the reception and transfer of storm water.

Street—Any road, highway, parkway, freeway, right-of way, alley, walk, way, and reserved in patents issued by the Bureau of Land Management pursuant to Public Resources Code.

Subbase—A layer of specified material of planned thickness between the base and the subgrade.

Subcontractor—An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work.

Subgrade—For roadways, that portion on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure.

Substantial–A considerable importance, size, and/or impact to the community. All Major Encroachment Permits are considered substantial. The Engineering Division reserves the right to determine the impacts and determination of substantial.

Supervision—Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work.

Supplemental Agreement—A written amendment of the Contract Documents signed by the Agency and the Contractor.

Surety—Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred.

Utility—Tracks, overhead or underground wires, pipeline, conduits, ducts, structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or private easement.

Work—That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services.

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Standard Drawings

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STANDARD DRAWINGS
Trench Standard-“T-CUT”
DRAWN BY: WAH DEPARTMENT OF COMMUNITY DEVELOPMENT

CITY OF BARSTOW
DRAWING NO.

DATE: October, 2000S-12.1

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TRENCH STANDARD DRAWINGS
Trench Standard-“Grind and Overlay”
DRAWN BY: WAH DEPARTMENT OF COMMUNITY DEVELOPMENT

CITY OF BARSTOW
DRAWING NO.

DATE: October, 2000S-12.2

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TRENCH STANDARD DRAWINGS
Trench Plate Standard Drawing for Speeds over 45 MPH
DRAWN BY: WAH DEPARTMENT OF COMMUNITY DEVELOPMENT

CITY OF BARSTOW
DRAWING NO.

DATE: January, 2001S-12.10

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TRENCH STANDARD DRAWING
Trench Plate Standard Drawing for Speeds Under 45 MPH
DRAWN BY: WAH DEPARTMENT OF COMMUNITY DEVELOPMENT

CITY OF BARSTOW
DRAWING NO.

DATE: January, 2001S-12.11

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TRENCH STANDARD DRAWING
Pavement Restoration
DRAWN BY: WAH DEPARTMENT OFCOMMUNITY

DEVELOPMENT

CITY OF BARSTOW
DRAWING NO.

DATE: January, 2001S-12.11

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TRENCH STANDARD DRAWING
Grind and Overlay Standard
DRAWN BY: WAH DEPARTMENT OF COMMUNITY DEVELOPMENT

CITY OF BARSTOW
DRAWING NO.

DATE: January, 2001S-12.11

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Encroachment Permit

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ENCROACHMENT PERMIT APPLICATION
Checklist

IN ORDER FOR YOUR APPLICATION FOR AN ENCROACHMENT PERMIT TO BE CONSIDERED COMPLETE, YOU MUST PROVIDE ALL OF THE FOLLOWING:

Encroachment Permit Application Traffic Control Plan(s) Applicant Licenses
Applicant Address City of Barstow Business License Number Contact Name Contractor License Number
Telephone # Insurance, Issuance
Cell Phone #: Liability
Fax # Workers Compensation Insurance
Email Address Indemnity
Contractor’s Name Emergence Contact List
Contractor’s Address Certificates
Contractor’s Contact Name Flag Personnel Training
Contractor’s Contact Telephone # Confined Space
Contractor’s Contact Cell # Trench Shoring
Contractor’s Fax #
Contractor’s Construction License #
Encroachment Permit Process and Conditions or
Issuance Read and Signed.

Contractor’s Business License #
Contractor’s Email Address
Address # for work location
Street Name for work location
Cross Street for work location
Location for work location
Description of the work
One Call (Underground Service Alert Ticket
Deleted:

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Number if an excavation is involved)
Improvement Plans and/ or Drawings

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DATE: Current Date / Date Application is
Submitted
U.S.A. CLEARANCE #: The Number (EX:A-42790337) provide by calling Underground Services Alert
APPLICANT: The Primary Developer or the Utility Agencies requesting the work.

APPLICANTS ADDRESS: The Primary Developer of the Utility Agencies Mailing Address.

City, State, Postal Code
CONTACT NAME: The Primary Developer of Utility Agencies contact person.

TELEPHONE #: The Primary Developer of Utility Agencies contact person’s telephone.

CELL #: The Primary Developer of Utility Agencies contact person’s cell phone number.

FAX: The Primary Developer of Utility Agencies contact person’s fax number.

EMAIL ADDRESS: The Primary Developer of Utility Agencies contact person’s email address.

CONTRACTOR’S NAME: Contractor’s Business Name
CONTRACTOR’S
ADDRESS:

Contractor’s Business Address
City, State, Postal Code
P.O. Box
CONTACT NAME: Contractor’s Contact Name
TELEPHONE # Contractor’s Contact ‘s Telephone Number
CELL#: Contractor’s Contact ‘s Cell Number
FAX: Contractor’s Contact ‘s Fax Number
CONTRACTOR LIC. # Contractor’s Valid California License Number BUSINESS LICENSE #: Contractor’s Valid Business License EMAIL ADDRESS: Contractor’s Contact Person’s Email Address I hereby request permission to construct/install/maintain improvements/facilities within the City of Barstow’s Right of Way at the following location:

STREET NAME: The Street the work is to be perform/
CROSS STREET: The Nearest cross street to the work being performed.

ADDRESS: The address the work is being performed at or in front of .

LOCATION: To be used only were no address is available.

And for the purpose of performing the following work:

The reason why and the type of work to be performed. (Example: Emergency replacement of 1” water service.)

ENCROACHMENT PERMIT APPLICATION
MAJOR
Instructions for completing permit
Engineering Services Division
220 E. Mountain View Street, Suite
A
Barstow, CA 92311
Phone: (760)255-5121
Fax: (760 256-1750
Deleted:

Deleted: ENCROACHMENT PERMIT APPLICATION¶
Deleted: Section Break (Next Page)
Deleted:

Deleted: Section Break (Continuous)

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Requested Number of Working
Days:
(The Number of
Working Days
Required to do the
complete Job)
Starting On: The month, day, and year that the work will start.

This is starting date for the permit. Starting date
shall not be greater than 21 days after the permits
submittal date.

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Month Day Year
In accordance with plans and specifications approved by the City of Barstow Engineering Services Division an d/or in accordance with the current Standard Specification for Public Works Construction, The Standard Plans for Public Works Construction, The Standard Plans for the City of Barstow, the City of Barstow Design Standards, and/or State and, Federal and /or Local Laws and Regulations for the quantity and type of improvements listed below.

DESCRIPTION QTY WIDTH LENGTH TOTAL
Clean-out Ea # of Total Number
Driveway Approach Ea # of Total Number
Inlet/Outlet Structures Ea # of Total Number
Manholes/Junction Structures Ea # of Total Number
Spandrels, Cross Gutter Ea # of Total Number
Street Light Ea # of Total Number
Traffic Signal Ea # of Total Number
Utility Components * Ea # of Total Number
Utility Pole Ea # of Total Number
Pipe/Conduit Trench LF # of Length Quantity x Length
Service Laterals Trench LF # of Length Quantity x Length Curb, Curb and Gutter LF # of Length Quantity x Length
AC Berm LF # of Length Quantity x Length
Fence/Guard Rail LF # of Length Quantity x Length
Other: (
440900.1
In consideration of the granting of this permit, the applicant agrees to indemnify the City of Barstow, its officers, employees, agents, and elected and/or appointed boards, and to comply with the insurance requirements, as more fully set forth in Encroachment Provisions of this application.

Applicants/Agent Signature: Date:

Contractor’s Signature: Date:

Commercial Sidewalk SF # of Width Length # x W x L
Residential Sidewalk SF # of Width Length # x W x L
Concrete Pavement SF # of Width Length # x W x L
Asphalt Pavement SF # of Width Length # x W x L
Pavement Preservation SF # of Width Length # x W x L

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DATE: U.S.A. CLEARANCE #:

APPLICANT:

APPLICANTS ADDRESS:

CONTACT NAME:

TELEPHONE #:

CELL #:

FAX:

EMAIL ADDRESS:

CONTRACTOR’S NAME:

CONTRACTOR’S ADDRESS:

CONTACT NAME:

TELEPHONE #
CELL#:

FAX:

CONTRACTOR LIC. #
BUSINESS LICENSE #:

EMAIL ADDRESS:

I hereby request permission to construct/install/maintain improvements/facilities within the City of Barstow’s Right of Way at the following location:

STREET NAME:

CROSS STREET

ADDRESS
And for the purpose of performing the following work:

Permit is valid for 45 days from construction start date of

ENCROACHMENT PERMIT APPLICATION
MINOR
In accordance with City of Barstow Municipal Code
Chapter 12.08
Engineering Services Division
220 E. Mountain View Street, Suite
A
Barstow, CA 92311
Phone: (760)255-5121
Fax: (760 256-1750 Deleted:

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In accordance with plans and specifications approved by the City of Barstow Engineering Services Division and/or in accordance with the current Standard Specification for Public Works Construction, The Standard Plans for Public Works Construction, The Standard Plans for the City of Barstow, the City of Barstow Design Standards, and/or State and, Federal and /or Local Laws and Regulations for the quantity and type of improvements listed below.

DESCRIPTION QTY WIDTH LENGTH TOTAL
Clean-out Ea
Driveway Approach Ea
Inlet/Outlet Structures Ea
Manholes/Junction Structures Ea
Spandrels, Cross Gutter Ea
Street Light Ea
Traffic Signal Ea
Utility Components * Ea
Utility Pole Ea
Commercial Sidewalk SF
Residential Sidewalk SF
Concrete Pavement SF
Asphalt Pavement SF
Pavement Preservation SF
Pipe/Conduit Trench LF
Service Laterals Trench LF
Curb, Curb and Gutter LF
AC Berm LF
Fence/Guard Rail LF
Other: (
440900.1
In consideration of the granting of this permit, the applicant agrees to indemnify the City of Barstow, its officers, employees, agents, and elected and/or appointed boards, and to comply with the insurance requirements, as more fully set forth in Encroachment Provisions of this application.

Applicants/Agent Signature: Date:

Contractor’s Signature: Date:

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WORKERS’ COMPENSATION INSURANCE CERTIFICATE
The Contractorshall execute the following form asrequired by the California Labor Code, Sections 1860 and 1861:

I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ 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.

DATE:

Contractor’s Business Name
By:
(Contractor)
(Signature)
(Title)
Attest:

By:
(Signature)
(Title)
Note: See Section 7 Responsibility of the Contractor, Paragraph 7-3 of the Standard Specifications for insurance carrier rating requirements.

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ENDORSEMENTS TO INSURANCE POLICY
Name of Insurance Company:

Policy Number:

Effective Date:

The following endorsements are hereby incorporated by reference onto the attached Certificate of Insurance as though fully set forth thereon:

1. The naming of an additional insured as herein provided shall not affect any recovery to which such additional insured would be entitled under this policy if not named as such additional insured, and

2. The additional insured named herein shall not be held liable for any premium or expense of any nature on this policy or any extensions thereof, and

3. The additional insured named herein shall not by reason of being so named be considered a member of any mutual insurance company for any purpose whatsoever, and

4. The provisions of the policy will not be changed, suspended, canceled or otherwise terminated as to the interest of the additional insured named herein without first giving such additional insured twenty (20) days written notice.

5. Any other insurance held by the additional insured shall not be required to contribute anything toward any loss or expense covered by the insurance, which is referred to by this certificate.

6. The company provided insurance for this certificate is a company licensed to do business in the State of California with a Best’s rating of A+ VIII or greater.

Itis agreed that the City of Barstow, its officers and employees, are included as Additional Insured.

Authorized Insurance Agent
Date:

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STATEMENTREGARDINGINSURANCECOVERAGE

IN THE CITY OF BARSTOW, CALIFORNIA
The undersigned representative of the applicant hereby certifies that he/she has reviewed the insurance coverage requirements specified in 7-3 LIABILITY INSURANCE of the SSPWC. Should Applicant be permitted for the work, the undersigned further certifies that Applicant can meet all of these specification requirements for insurance including insurance coverage of his/her subcontractors.

NAME OF BIDDER: .......................................................................................................

MAILING ADDRESS: ....................................................................................................... ....................................................................................................... .......................................................................................................

AUTHORIZED SIGNATURE: .......................................................................................................

TITLE: .......................................................................................................

DATE: .......................................................................................................

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Permit Number:

Location:

Applicant
All work authorized by the above encroachment perm number was completed on and conforms with the current editions of the Standard Specification for Public Works Construction, Standard Plans for Public Works Construction, and / or the City of Barstow’s standard plans and specifications.

Signature of Applicant
Below the line is for City Use Only
Work has been accepted
Work has Not been accepted for the following reasons:

FinalInspection Form Deleted:
¶

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CITY OF BARSTOW

ENCROACHMENT PERMIT AND TRENCHING

SPECIFICATIONS POLICIES
Revised March 27, 2026
Effective April ___, 2026

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Table of Contents
Chapter 1 -Encroachment Permit 6
100 GENERAL 6
101 APPLICANT 6
101.1 Applicant Defined 6
101.2 Applicant’s Authorization 6
102 PERMIT REQUIREMENTS 6
103 STANDARDS AND SPECIFICATIONS 6
104 AUTHORIZATION 6
104.1 Special Condition Request 6
104.2 Work/Maintenance 6
104.3 Events 7
105 REQUIRED LICENSE 7
106 VALIDITY OF PERMIT 7
106.1 Minor Encroachment Permit 7
106.2 Major Encroachment Permit 7
107 REQUIRED DOCUMENTATION AT SUBMITTAL 7
107.1 Completed Application 7
107.2 Improvement Plans 7
107.3 Traffic Control 7
107.4 Licenses 8
107.5 Liability Issuance 8
107.6 Workers Compensation Insurance 8
107.7 Indemnity 8
107.8 Emergency Contact List 8
107.9 Falsifying records 8
107.10 One Call 8
107.11 Flag Personnel 8
107.12 Confined Space 8
107.11 Trench Shoring 9
108 PLAN REQUIREMENTS 9
108.1 Minor Permit 9
108.2 Major Permit 9
109 ENCROACHMENT PERMIT EVALUATION AND PROCESSING 9
109.1 Receiving Permit 9
109.2 Denied or Revoked Permit 9

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110 APPROVED ENCROACHMENT PERMIT 9
110.1 Obtaining Permit 9
110.2 Issued Permits not collected 10
110.3 Start Date 10
110.4 Revocable 10
110.5 Surety, Bonds, Deposits 10
111 CHANGES, ADDITIONS, EMERGENCY RESPONSES TO PERMIT AFTER ISSUANCE 10 111.1 City Invoked Changes 10
111.2 Construction Invoked Changes 11
111.3 Emergency Response 11
112 ONE CALL LAW 11
113 UTILITY CONSTRUCTION AND WARRANTY 11
114 PERMIT POSSESSION 11
115 APPLICANT’S RESPONSIBILITY 11
116 SANITARY FACILITIES 11
117 LIABILITY 11
118 WORKERS’ COMPENSATION INSURANCE 13
119 INDEMNITY 13
120 NOTIFICATION 14
121 INSPECTION 14
121.1 General 14
121.2 Requests for Inspection 14
121.3 After-Hours Inspection 14
121.4 Inspection Documentation 14
121.5 Corrections 15
121.6 Re-Inspection 15
121.7 Final Inspection 15
122 PERMIT EXPIRATION 15
122.2 Permit allowed to expire 15
123 FAILURE TO COMPLY 15
124 PUBLIC CONVENIENCE AND SAFETY 15
125 TRAFFIC AND ACCESS 15
126 TRAFFIC CONTROL 16
126.1 Traffic Control Required 16
126.2 Traffic Control Plans 16
126.3 Flagger Operations and Requirements 16
127 ROAD CLOSURES 16
127.1 General 16
127.2 Detour Plan Submittal Requirements 16

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4 127.3 Closure Notifications 16
128 WORKING HOURS 16
128.1 General Working Hours 16
128.2 Special Working Hours 17
129 DEWATERING OPERATIONS 17
130 PRESERVATION OF PROPERTY 17
130.1 Protection of Property 17
130.2 City Property 17
130.3 Traffic Signals 17
130.4 Survey Monuments 17
130.5 Traffic Striping, Markings, Signs 17
131 PROJECT SITE MAINTENANCE 17
131.1 Staging Areas 18
132 PROJECT SITE REQUIREMENTS 18
132.1 Compaction 18
132.2 Maintenance of Trenches 18
132.3 Cleanup and Dust Control 18
133 SURVEY MONUMENT AND INFORMATION 18
133.1 Locate and Protecting Monuments 18
133.2 Disturbed or Destroyed Survey Monuments 19
133.3 Cut Sheets 19
134 FEES 19
134.1 Standard Fee 19
134.2 Special Condition Fee 19
134.3 Non-Compliance Fee 19
135 EXEMPTIONS 19
136 CLEAN WATER ACT 19
Chapter 2 – Trenching and Excavation Policy 20
200 GENERAL 20
201 TRENCH EXCAVATION 21
202 STEEL PLATE BRIDGING 21
203 STEEL PLATE BRIDGING (SIDEWALKS) 22
203.1 Sidewalk Bridging (Option 1) 23
203.2 Sidewalk Bridging (Option-2) 23
204 BACKFILL GENERAL 23
204.1 Mechanically Compacted Backfill 23
204.2 Backfill Compaction Requirements 24
204.3 Bedding 24

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5 204.4 Base 24
205 PAVEMENT RESURFACING 24
205.1 Temporary Resurfacing 24
205.2 Permanent Asphalt Pavement 25
206 REQUIREMENTS FOR ANY EXCAVATION: 27
Terms and Definitions 28
Standard Drawings 31
Encroachment Permit 40
Statement Regarding Insurance Coverage 47

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Chapter 1 -Encroachment Permit
100 GENERAL
The City of Barstow is committed to the protection of the travelling public and those who perform work within the City’s Right of Way (ROW). The City cooperates with all public agencies and private parties in promoting the safe use and operation of the City’s Transportation System.

Entering onto the City’s property, Right of Way under these circumstances is defined as an encroachment and will require an encroachment permit.

An encroachment permit is not a property right, such as an easement, nor does it confer property rights. It cannot be transferred with the sale or real personal property. An encroachment permit has an expiration date, by which the activity must be completed by.
101 APPLICANT
101.1 Applicant Defined
The applicant is defined as the primary developer, the utility company, an agency, an organization, or an individual(s) that will be accountable for, but not limited to, Contractors, subcontractors, fees, laws, regulations, and workmanship relating to the requested encroachment permit. 101.2 Applicant’s Authorization
An authorized representative’s contractor(s) may be assigned to represent the applicant if validated by an Authorization Letter from the applicant.
102 PERMIT REQUIREMENTS
No person shall make any excavation in, or construct, install, maintain any improvements, structure, or encroachment in, on, over or under any street without first obtaining from the Engineering Services Division a permit therefor, or maintain the same without such permit or in violation of the terms or conditions thereof.

Such permit shall be issued by the Engineering Services Division only upon written application therefor, and payment of the required fee or fees. The permit shall be issued only if the Engineering Service Division is satisfied that the use proposed is in the public’s interest and that there will be no substantial injury to the street or prolonged impairment of its use as the result thereof, and that the use is reasonably necessary for the performance of the functions of the applicant (Municipal Code 12.08.020). 103 STANDARDS AND SPECIFICATIONS
All work shall be in accordance with the most current Standard Specifications for Public Works Construction, “Green Book” (SSPWC), the Standard Plans for Public Works Construction, the current City of Barstow Standards, the City of Barstow Design Standards, the Trenching Policy and any current supplements. If there is a conflict between standards, it is the applicant’s responsibility to contact the City Engineering Services Administrator or his representatives and receive clarification. 104 AUTHORIZATION
104.1 Special Condition Request
Work or Event that may have substantial effect on the community shall be presented at a City Council meeting prior to any work commencing in the City’s Property or Right of Way. 104.2 Work/Maintenance

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All work or maintenance performed in or near the public right of way shall be performed by; a) Contractor / Subcontractor
A contractor with a valid license(s) (Section 105) which is appropriate for the type of work being performed. The license must be active and in good standing. b) Utility Company
A utility company’s employee(s) which is authorized to perform maintenance and repairs to their utility system.
c) City of Barstow Public Service Employees
City Employees authorized to work within the City Right of Way. 104.3 Events
Individuals, corporations, companies, utility companies, and other governmental agencies that are accountable for the event and conform to Section 101,
105 REQUIRED LICENSE
All work performed in or near the public right of way shall be performed by:
a) A contractor with an appropriate and active license in good standings (e.g. Class A, C-8) and or any other appropriate class as issued by the State of California Contractors License Board. b) All contractors, subcontractors, or business associated with the application must possess a valid City of Barstow Business License.
c) All licenses must remain valid and in good standing for the entire duration of the encroachment permit.
d) Contractors cannot be on the Federal, State, or City debarment list. 106 VALIDITY OF PERMIT
106.1 Minor Encroachment Permit
A minor encroachment permit is valid for forty-five (45) days from the construction start date. The construction start date will be no greater than fifteen (15) work days after the submittal of the minor encroachment permit application. A minor encroachment permit is for routine procedures, maintenance and emergencies.
106.2 Major Encroachment Permit
A major encroachment permit is valid for the amount of working days as specified in the contract and authorized and approved by the Engineering Services Division. Working days start on the construction start date as specified in encroachment permit application. Any work performed under the encroachment permit must be performed continuously and diligently until the project is completed. The construction start date will be no greater than fifteen (15) work days after the submittal of the major encroachment permit application. A major encroachment permit is for large Capital Improvement Projects in which the scope of work will not be completed in 45 days.
107 REQUIRED DOCUMENTATION AT SUBMITTAL
Applicant must submit the following documentation as one application. Failure to submit the required documentation will result in the permit being returned to the applicant for corrections, and / or additional information.
107.1 Completed Application
A fully completed encroachment permit application.
107.2 Improvement Plans
Complete improvement plans and/or plans demonstrating the type of work, the work location, and all street affected by the work within 200 feet of the project. See Section 108 Plan requirements 107.3 Traffic Control
Traffic control will be in conformance of Section 126.

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107.4 Licenses
Submittal of licenses as specified in Section 105
107.5 Liability Issuance
Submittal of liability issuance as specified in Section 117. 107.6 Workers Compensation Insurance
Submittal of Worker’s Compensation Insurance as specified in Section 118. 107.7 Indemnity
Submittal of Indemnity as specified in Section 119.
107.8 Emergency Contact List
Provide the City with the applicant and contractor’s twenty-four (24) hour emergency call number.

Contact(s) must be available to respond within two hours at any given time and day. 107.9 Falsifying records
Falsifying any records may be forwarded to the appropriate agency or organization as criminal intent. 107.10 One Call
See Section 112
107.11 Flag Personnel
Projects that require the use of flag personnel shall submit documentation as required by Injury Illness and Prevention Program of the General Industry Safety Order in the California Code of Regulations (Title 8, Division 1, Chapter 4, Subchapter 7, Section 32003 and Flagger Control shall conform to Chapter 6E of The California Manual of Uniform Traffic Control Devices (CAMUTCD) 107.12 Confined Space
a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157 and 5158, Title 8, CCR.

Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer.

The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following:

1. Training of personnel

2. Purging and cleaning the space of materials and residue

3. Potential isolation and control of energy and material inflow

4. Controlled access to the space

5. Atmospheric testing of the space

6. Ventilation of the space

7. Special hazards consideration

8. Personal protective equipment

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excavations, or other enclosed or partially enclosed spaces shall be considered permit required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implement a permit space program prior to performing any work in a permit-required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site.
107.11 Trench Shoring
Trench Shoring shall conform to the SSPWC section 7-10.4.1. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 1.5 m (5 feet) or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers’ protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer.
107.12 Fees
See Section 134
108 PLAN REQUIREMENTS
108.1 Minor Permit
a) Minimum 11X17 Plan Showing Improvements:
b) Work location and all streets within 200 feet of work site. c) Proposed Traffic Control plan which complies with the current addition of the CAMUTCD 108.2 Major Permit
a) Minimum 24 x 36 Construction plans showing improvements b) Work location and all street within 200 feet of work site c) Proposed Traffic Control Plan which complies with the current addition of the CAMUTCD 109 ENCROACHMENT PERMIT EVALUATION AND PROCESSING
109.1 Receiving Permit
The City reserves the right to review a fully completed application for a period of 10 working days. Errors and omissions will result in the permit not being issued and returned to applicant for correction. The City resumes the 10 working day evaluation period for any resubmittals. 109.2 Denied or Revoked Permit
The encroachment permit may be denied or revoked for, but not limited to the following:

Improper insurance
Non-conformance to standards, improper traffic control and devices, non-compliance materials, deficient workmanship, inferior quality, safety violations and neglect, inadequate work performance, and debarment.

Non-permitted installation
Repeat violations of any of the above.

Repeat Violators of any of the above.
110 APPROVED ENCROACHMENT PERMIT
110.1 Obtaining Permit
An approved encroachment permits can be received by the Applicant by the two approved processes:

Receiving the approved permit at City Hall’s Community Development counter.

Applicant can request the approved permit be email to them.

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110.2 Issued Permits not collected
If an issued permit(s), indicated that the Applicant would obtain the permits at City Hall, and the applicant fails to do so after 21 working days after notification, the encroachment permit will be considered inactive and be closed. Applicant forfeits any fees paid and must start with a new application. It is the applicant’s responsibility to make sure that their permit is received and the activity has begun in a timely manner. 110.3 Start Date
Event, activities, or work shall start promptly on the Start Date recorded as written in the encroachment permit application. Amount of days to complete the project, event or activity is based on the approved encroachment permit and begins on the Start Date indicated on the permit even if no activities have been implemented.

After notification of award of the Contract and prior to start of any work, the Contractor shall submit its proposed construction schedule to the Engineer for approval. The construction schedule shall be in the form of a tabulation, chart, or graph and shall be in sufficient detail to show chronological relationship of all activities of the Work. These include, but are not limited to, estimated starting and completion dates of various activities, submission of submittals, procurement of materials and scheduling of equipment. The construction schedule shall incorporate the requirements and reflect completion of the Work within the specified Contract time and in conformance with the Contract Documents.

The Engineer may waive these requirements for work constructed under a permit. 110.4 Revocable
The permit shall be revocable and the uses and installations thereunder subordinate to any prior right of the city to use the street for public purposes. The permit shall be conditioned upon the right of the city to require the permittee to relocate or remove the structure or encroachment at the permittee’s expense, where in the opinion of the City Engineer or his representative the action is reasonably necessary to avoid a crossing conflict, for the benefit of any public district, public agency, or political subdivision. The permit shall be subject to the conditions the City Engineer determines are necessary to assure the safety of the traveling public and the restoration of the surface of the roadway and the foundations thereof, and of the portions outside the traveled roadway.
110.5 Surety, Bonds, Deposits
The City Engineer or his/her representative may require such surety bond or deposit of money as in his judgement necessary to secure performance of the conditions of the permit and the requirements of this chapter. Please note that public utilities operating under an exclusive franchise agreement with the City may be exempted from the assessment of such due to their contractual obligation to perform said work to completion.

California. Streets & Highway. Code §1468.

Except as otherwise provided in this section, such a bond shall not be required of any public agency or public utility having lawful authority to occupy the highways which is authorized by law to establish or maintain any works or facilities in, under or over any public highway, nor shall the application of any such public agency or public utility for a permit be denied. 111 CHANGES, ADDITIONS, EMERGENCY RESPONSES TO PERMIT AFTER ISSUANCE 111.1 City Invoked Changes
The City of Barstow reserves the right to make any changes or additions to a permit after issuance if such changes or additions are believed necessary for the protection, safety, or convenience of the public. If any part of the installation interferes with the present use of the roads by the general public and needs adjusting to match the grade of the roadway or is in conflict with the future improvement projects, it will be removed

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or relocated as designated by the City Engineer at the expense of the Applicant or their successor in interest. 111.2 Construction Invoked Changes
Contract cannot make deviation in the field without City approval of the changes. The City of Barstow reserves the right to refuse any field changes.
111.3 Emergency Response
An excavation or encroachment may be made without first obtaining a permit for repair or replacement of a facility previously installed only when necessary for the immediate protection or preservation of life or property, and provided that the permit be obtained on the first business day thereafter, and further provided that the excavation is made in a manner to give full protection to the users of the street and city.

If an emergency / an afterhours call is not responded to, and the City, at sole discretion, may need to correct a problem for public safety, convenience, and protection, the city may elect to remedy the problem and the applicant shall bear any and all cost associated with said emergency work. City’s cost may include, but not limited to time, materials, labor, equipment, contracts for providing services, and or any other incidentals necessary to accomplish the corrections.
112 ONE CALL LAW
Permits that require excavation shall be valid only after an Underground Services Alert (USA) inquiry identification number is issued and evidence of the same provided to the Engineering Services Division.

The Applicant shall follow all provisions of Government Code Section 4216 (The One Call Law). Failure to do so may result in the revocation of the Permit. Permits cannot be processed without a USA Number. 113 UTILITY CONSTRUCTION AND WARRANTY
Permits for work within the City’s Right of Way shall be issued to but not limited to, the respective Applicant. The Applicant shall warranty any and all work for one year from the date of acceptance from the Engineering Services Division. Following the application warranty period, the respective utility company shall be responsible for trench maintenance and repair for the design life of the roadway. 114 PERMIT POSSESSION
Other than emergency repairs, no work or event shall be performed within the City of Barstow until the City has issued an Encroachment Permit (Municipal Code 12.08.020). A copy of the encroachment permit, a set of the construction plans, a copy of the traffic control plans, proof of the USA number, certification for traffic control, and permits required by any other agency shall be on site and available at all times while construction is in progress.
115 APPLICANT’S RESPONSIBILITY
a) The applicant is responsible to pay any required fees. b) The applicant is responsible for their but not limited to, contractor, subcontractors, suppliers, vendors, event personnel, and activities. In addition, the applicant is responsible for but not limited to, the safety and the implementation of all construction requirements, laws and regulations within the limits of the project, staging site and the routes to and from the project. c) The applicant has the sole responsibility to make arrangements and pay any fees associated for testing. Any compaction testing (See Section 139.1) shall be performed by an accredited certified testing lab and shall be in accordance with the SSPWC.
116 SANITARY FACILITIES
It shall be the responsibility of the applicant to provide and maintain enclosed toilets for the use of their employees at all times while work is in progress.
117 LIABILITY
117.1 GENERAL. APPLICANT and AGENCY agree that Agency, its employees, agents and officials should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorney’s fees, litigation costs, defense costs, court costs or any other cost arising out of or in any way related to the performance of this Agreement. Accordingly, the provisions of this indemnity

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provision are intended by the parties to be interpreted and construed to provide the fullest protection possible under the law to the Agency. APPLICANT acknowledges that AGENCY would not have entered into this Agreement in the absence of the commitment of APPLICANT to indemnify and protect AGENCY as set forth here.
117.2 To the full extent permitted by law, APPLICANT shall defend, indemnify and hold harmless AGENCY, its employees, agents and officials, from any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged, or threatened, actual attorney’s fees incurred by AGENCY, court costs, interest, defense costs including expert witness fees and any other costs or expenses of any kind whatsoever without restriction or limitation incurred in relation to, as a consequence of, arising out of or in any way attributable actually, allegedly or impliedly, in whole or in part to the performance of this Agreement. All obligations under this provision are to be paid by APPLICANT as they are incurred by the AGENCY. 117.3 Without affecting the rights of AGENCY under any provision of this agreement or this section, APPLICANT shall not be required to indemnify and hold harmless AGENCY as set forth above for liability attributable to the sole fault of AGENCY, provided such sole fault is determined by agreement between the parties or the findings of a court of competent jurisdiction.

This exception will apply only in instances where the AGENCY is shown to have been solely at fault and not in instances where APPLICANT is solely or partially at fault or in instances where AGENCY’s fault accounts for only a percentage of the liability involved. In those instances, the obligation of APPLICANT will be all-inclusive and AGENCY will be indemnified for all liability incurred, even though a percentage of the liability is attributable to the conduct of the AGENCY. 117.4 APPLICANT acknowledges that its obligation pursuant to this section extends to liability attributable to AGENCY, if that liability is less than the sole fault of AGENCY. APPLICANT has no obligation under this Agreement for liability proven in a court of competent jurisdiction or by written agreement between the parties to be the sole fault of AGENCY. 117.5 The obligations of APPLICANT under this or any other provision of this Agreement will not be limited by the provisions of any workers compensation act or similar act. APPLICANT expressly waives its statutory immunity under such statutes or laws as to AGENCY, its employees, agents and officials. 117.6 APPLICANT agrees to obtain executed indemnity agreements with provisions identical to those as set forth here in this section from each and every sub Applicant, sub-tier contractor or any other person or entity involved by, for, with or on behalf of APPLICANT in the performance or subject matter of this Agreement. In the event APPLICANT fails to obtain such indemnity obligations from others as required here, APPLICANT agrees to be fully responsible according to the terms of this section. 117.7 Failure of AGENCY to monitor compliance with these requirements imposes no additional obligations on AGENCY and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend AGENCY as set forth herein is binding on the successors, assigns or heirs of APPLICANT and shall survive the termination of this Agreement or this section. 117.8 APPLICANT agrees to provide insurance in accordance with the requirements as set forth here. If APPLICANT uses existing coverage to comply with these requirements and that coverage does not meet the requirements set forth herein, APPLICANT agrees to amend, supplement or endorse the existing coverage to do so. The following coverages will be provided by APPLICANT and maintained on behalf of AGENCY and in accordance with the requirements set forth herein. 117.9 Commercial General Liability/Umbrella Insurance. Primary insurance shall be provided on ISO7.c Packet Pg. 111 Attachment: Barstow Trenching Policy 4-1-26 Clean (6283 : Proposed Trenching Policy Revisions for GSWC Review) Page | 13
CGL form No. CG 00 01 11 85 or 88. Total limits shall be not less than two million dollars ($2,000,000.00) per occurrence for all coverages and two million dollars ($2,000,000.00) general aggregate. AGENCY and its officers, agents and employees shall be named as additional insureds using ISO additional insureds endorsement form CG 20 10 11 85 (in no event will AGENCY accept an endorsement form with an edition date later than 1990). Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to AGENCY or any employee or agent of AGENCY. Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Umbrella Liability Insurance (over primary) shall apply to bodily injury/property damage, personal injury/advertising injury, at a minimum, and shall include a “drop down” provision providing primary coverage above a maximum of $25,000.00 self-insured retention for liability not covered by primary policies but covered by the umbrella policy. Coverage shall be following form to any underlying coverage.

Coverage shall be provided on a “pay on behalf” basis, with defense costs payable in addition to policy limits. There shall be no cross-liability exclusion. Policies shall have concurrent starting and ending dates.

Each policy of insurance shall contain a clause prohibiting cancellation, modification or lapse without thirty (30) days prior written notice having been given to the City. All insurance policies shall be subject to approval by the City Attorney and certificates evidencing such policies shall be provided to the City concurrently with the filing of all required bonds.
117.10 Business Auto/Umbrella Liability Insurance. Primary coverage shall be written on ISO Business Auto Coverage form CA 00 01 06 92 including symbol 1 (Any Auto). Limits shall be no less than two million dollars ($2,000,000.00) per accident. Starting and ending dates shall be concurrent. If APPLICANT owns no autos, a non-owned auto endorsement to the General Liability policy drafted above is acceptable. 118 WORKERS’ COMPENSATION INSURANCE
Work performed under an encroachment permit is subject to Workers’ Compensation obligations, including, but not limited to, California Labor Code Sections 1860 and 1861 as follows:

APPLICANT and any of APPLICANT’s subcontractors shall be required to provide AGENCY with a written statement acknowledging its obligation to secure payment of Worker’s Compensation Insurance as required by Labor Code § 1861; to wit: ‘I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake selfinsurance 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.’ If any class of employees engaged in work under this encroachment permit is not protected under any Worker’s Compensation law, APPLICANT shall provide and shall cause each subcontractor to provide adequate insurance for the protection of employees not otherwise protected. APPLICANT shall indemnify and hold harmless AGENCY for any damage resulting from failure of either APPLICANT or any subcontractor to take out or maintain such insurance. 119 INDEMNITY
To the fullest extent permitted by law, APPLICANT shall, at its sole cost and expense, fully defend, indemnify and hold harmless AGENCY, its authorized representatives and their respective subsidiaries, affiliates, members, directors, officers, employees and agents (collectively, the “Indemnitees”) from and against any and all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses, including but not limited to any fees of accountants, attorneys or other professionals (collectively “Liabilities”), arising out of, in connection with, resulting from or related to, any alleged act, omission, fault or negligence of APPLICANT, APPLICANT’s Representative, or any of its officers, agents, employees, Subcontractors or Suppliers, or any person or organization directly or indirectly employed by any of them (Collectively, the “Indemnitors”), in connection with or relating to or claimed to be in connection with or relating to the work performed under this PERMIT. APPLICANT shall not be entitled

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to any refund of attorneys’ fees, defense costs or expenses in the event that it is adjudicated to have been non-negligent.

APPLICANT shall not be required to defend or indemnify AGENCY for liabilities caused by the sole active negligence or willful misconduct of the AGENCY.

California Public Utilities Code 6296
The grantee shall indemnify and hold harmless the municipality and its officers from all liability for damages proximately resulting from any operations under the franchise. 120 NOTIFICATION
Any project, work, maintenance, event, or activity in the city ROW will notify the Engineering Services Division at (760) 255-5179, one working day prior to starting. The Applicant is responsible to notify residents, businesses, and/or schools located within 300 feet of the same road on which construction is being performed, including those located within the project reach, at least twice, 5 working days and 48 hours in advance of beginning the work provided. Depending on the site conditions, the Inspector may request the Applicant to notify additional nearby residents/businesses on adjoining streets. Any variation to this shall be approved by the Inspector. Notification is not a request for Inspection (121). 121 INSPECTION
121.1 General
All activities authorized by a Permit shall be subject to inspection by City personnel. The City Engineer or authorized city staff shall have access to the work at all times and shall be furnished with every reasonable facility for securing full knowledge with regard to the progress, workmanship and character of the materials used or employed in the work. Construction performed without inspection may be subject to removal and replacement. The entire cost of removal and replacement shall be borne by the Applicant, regardless of whether the removed installation was found to be defective. 121.2 Requests for Inspection
For inspection, call (760) 255-5179 during city working hours to request inspection. Notice must be given 48 hours in advance for Inspection. Engineering personnel will return the call confirming the time and date of inspection. Inspections are not approved until City staff confirms the scheduled inspection. 121.3 After-Hours Inspection
When work is performed on Saturday, Sunday, Holiday, or City’s schedule days off, inspection shall be requested 48 hours in advance. All cost of providing weekend, holiday, or City scheduled days off shall be borne by the applicant. After-Hours inspection request an encroachment permit is not guaranteed, and is at the City’s Discretion or availability of staff.
121.4 Inspection Documentation
The encroachment Permit Documentation (Sections 107), Survey Documentation (Section 134), Compaction reports (Section 132.1), and documentation necessary to complete the project shall be presented to the inspector at the time of inspection. If the proper documentation is not presented, the

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inspection will not be performed and a new request for inspection will be required per Section 121.2. 121.5 Corrections
Allow time to resolve any corrections discovered. Delay for correction is the sole responsibility of the applicant and the applicant shall accept all arrangements and expense for time labor, equipment, materials, or any other incidentals necessary to accomplish the corrections.

Final corrections are the applicant’s responsibility and all arrangements and expenses are borne by the applicant.
121.6 Re-Inspection
If the inspector arrives at the schedule appointment and the work, activity, event is not properly prepared for inspection, a re-inspection will be required and $55.00 re-inspection fee will be charged. This fee must be paid prior to the re-inspection.
121.7 Final Inspection
A final inspection will be requested by submitting a Final Inspection Request form no greater than 10 working days before the encroachment permit expires. Request for inspection requires forty-eight (48) hours advance notice (Section 121.2) and applicant should arrange for any correction to be performed prior to the encroachment permit expiring (121.5).
122 PERMIT EXPIRATION
No Activity, Work or Event after Start Date
If activity, work or event has not started after 10 working days of the start date, the permit will be deemed inactive and will be closed. A new permit with appropriate documentation and fees will be required to be resubmitted. All previous fees paid are forfeited to the city and previous submitted documentation will be destroyed.
122.2 Permit allowed to expire
If the permit is allowed to expire, without an extension having been granted, a new permit with appropriate fees shall be required prior to the start of any work.
123 FAILURE TO COMPLY
Should the Applicant and/or its Contractor fail to comply with any provisions of the Encroachment Permit, the City Engineer may order the Applicant to stop work, wholly or in part, until the discrepancies have been resolved to the satisfaction of the City Engineer. Failure to perform the work or comply with the provisions may result in revocation of the permit. The City of Barstow may perform the work required or arrange for the work to be done and the entire cost of the required work shall be borne by the Applicant. 123.1 Franchise Agreement
Under a valid Franchise Agreement, all repairs will be in conformance with said agreement/s. 123.3 Noncompliance Fee
A noncompliance fee of $250.00 per day will be assessed to applicants in whom the encroachment permits has expired and/or fail to be in compliance with the encroachment and trench policy.

Work performed by City
The City Engineer or his/her representative may for reasons of the city convenience, safety reasons arrange to have the work replaced or restored at the expense of the applicant. If any applicant fails to refill any excavation or to restore the street to its condition prior to the excavation, the city engineer or the representative shall have the right to perform the work and collect in the name of the city the cost thereof.

The City Engineer or his/her representative shall have the right to remove any construction or encroachment installed , placed, or maintained in violation of this chapter and to restore the street to its condition prior to the excavation, construction, event, encroachment and collect in the name of the city the cost thereof. 124 PUBLIC CONVENIENCE AND SAFETY
125 TRAFFIC AND ACCESS
The Applicant’s operations shall not cause unnecessary inconvenience to the public. The access rights of

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the public shall be considered at all times and, unless otherwise authorized, traffic shall be permitted to pass through the work area at all times. Safe and adequate pedestrian, bicycle, and vehicular access shall be provided and maintained in accordance with the latest edition of the California Manual on Uniform Traffic Control devices. Where possible, access shall be routed on new or existing paved surfaces. If vehicle traffic is routed off a paved surface, water or dust palliative shall be applied as required for the alleviation or prevention of dust nuisance.
126 TRAFFIC CONTROL
126.1 Traffic Control Required
The Applicant shall provide and maintain any and all temporary traffic control devices and personnel necessary for the safety of the public in accordance with the current edition of the California Manual on Uniform Traffic control Devices, any approved traffic control plan, and/or as directed by the City Engineer or Construction Inspector.
126.2 Traffic Control Plans
Temporary Traffic Control Plans (TTCP) shall conform to the current edition of the California Manual on Uniform Traffic Control devices. If the progress of the work will impact traffic on any major road or near any school, a TTCP prepared and signed by a California Registered Traffic Engineer may be submitted for review at least 1 week prior to the expected issuance of the permit unless otherwise required by the City Engineer and or the Engineering Service Division representative. 126.3 Flagger Operations and Requirements
When required, the Applicant shall provide flagging personnel and equipment meeting the qualifications and requirements provided in Chapter 6E of the California Manual on Uniform Traffic Control devices. 126.4 Placement of Traffic Control Devices
After public notification (Section 119) the applicant shall install or place traffic control devices and methods which conform to the California Manual on Uniform Traffic Control Devices (CAMUTCD) twenty-four (24) hours prior to the work, activities, or event.
127 ROAD CLOSURES
127.1 General
No road shall be closed partially or fully without authorization from the Engineering Service Division except in the case of an emergency under the direction of an authorized agency. An authorized road closure will allow the detour of through traffic only. The Applicant shall provide a smooth dust controlled route that allows the unimpeded access for emergency vehicles and residents at all times. During partial or full emergency road closures, reasonable effort shall be made to comply with the California Manual on Uniform Traffic Control Devices
127.2 Detour Plan Submittal Requirements
The Applicant may be required to submit a comprehensive plan showing detour routes and sign locations signed by a California Registered Traffic Engineer a minimum of 5 working days in advance of need. 127.3 Closure Notifications
Upon Engineering Service Division authorization of a full or partial non-emergency road closure, the Applicant shall notify affected agencies as shown on the City’s Road Closure Notification List not less than 2 business days prior to the proposed closure. The Road Closure Notification List is available from the Engineering Service Division upon request.
128 WORKING HOURS
128.1 General Working Hours
Except for emergency repairs, no work shall be performed within City Right of Way on weekends; City

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recognized holidays; before 7:00 A.M.; or after 4:30 P.M. unless authorized by the City Engineer. 128.2 Special Working Hours
If the progress of the work will impact traffic on any major road or near any school, the City Engineer may modify the working hours.
129 DEWATERING OPERATIONS
The release of, or directing of water onto city roads shall be authorized by the Engineering Department and shall include traffic control per Section 2-2, cleanup per Section 4-4, and erosion control per State Water Board NPDES requirements.
130 PRESERVATION OF PROPERTY
130.1 Protection of Property
The Applicant is responsible for the protection of public and private property adjacent to the work in accordance with Section 7-9 of the current edition of the Standard Specifications for Public Works Construction (Greenbook) and these Town Standards. The Applicant shall repair, restore, or replace improvements damaged or removed as part of the construction of the permitted activity. All repair, restoration, and replacement work shall meet the prevailing standard and specifications to match the original in finish and dimension. For this section, improvements shall include but are not limited to trees, lawns, shrubbery, and associated irrigation facilities. The Applicant shall give seven days’ notice to occupants or owners of adjacent property to allow them to salvage or relocate plants, trees, fences, sprinklers and other improvements within the City Right of Way that are designated for removal on the plans and would be destroyed as a result of the work.
130.2 City Property
Prior to construction, the Applicant shall assess the condition of the City facilities within the project limits and report to the Construction Inspector all damaged, defaced or missing pavement, sidewalk, curb, gutter, signs, pavement markings or hazardous conditions that may exist before the work is started. Prior to final acceptance of the project all City facilities shall be in the same or better condition as determined by the City Engineer or Construction Inspector. Prior to the start of work, the Applicant may take photographs of the areas that are likely to be disturbed for documentation and comparison with the post project condition. 130.3 Traffic Signals
Traffic signal detector loops, wiring or appurtenant facilities damaged by the Permittee’s operations shall be reported immediately to the Engineering Department and the Construction Inspector. The Applicant’s qualified personnel or contractor shall repair any damage immediately to conform to the current edition of the California Manual on Traffic Control devices and the Caltrans Standard Specifications at no expense to the City as directed by the Engineering Department.
130.4 Survey Monuments
The Applicant shall locate, protect, and/or “tie-out” all survey monuments that may be disturbed or destroyed. Survey monuments shall be located and referenced prior to the start of construction. Following completion of the work, any disturbed monuments shall be reset in the surface of the new construction/location and a Corner Record filed with the appropriate agency. All work shall be performed under the direction and supervision of a licensed Land Surveyor or a registered Civil Engineer who is eligible to practice Land Surveying at no expense to the City of Barstow. 130.5 Traffic Striping, Markings, Signs
Traffic Striping, Markings, or signs damaged or removed by the applicant’s operations will be the applicant’s responsibility to replace by qualified personnel or contractor. Traffic striping, markings, signs shall conform to the current edition of the California Manual of Traffic Control Devices. Repair and replacement cost will be borne by the applicant.
131 PROJECT SITE MAINTENANCE

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131.1 Staging Areas
a) Staging of Equipment and Materials
The Applicant shall follow all Best Management Practices (BMP’s) as required by the State Water Board under the NPDES requirements. Stockpiled or surplus dirt, debris, rocks, or building materials shall be contained throughout the duration of the permit work to prevent contamination of storm drains, dry wells, or natural drainage course. The Applicant shall provide necessary traffic control devices around any equipment and materials staged in the City Right of Way. Equipment and materials shall not be staged in the travel lanes or pedestrian paths without prior written approval of the City Engineer. b) Temporary Use Permit
The City of Barstow will require any contractor or utility proposing to use a private lot as a staging area for materials and equipment to obtain a Temporary Use Permit (TUP) from the Planning Department prior to starting work. Information regarding the requirements and fees related to a Temporary Use Permit can be obtained from the Engineering Services Division (760) 255-5121. 132 PROJECT SITE REQUIREMENTS
132.1 Compaction
a) Compaction test for, but not limited to Curbs, Gutters, Sidewalks, Driveways, Cross- Gutters, Curb Ramps, base material, and asphalt pavement shall not be performed more than 24 hours prior to placing the finish layer of work.
b) It is the sole responsibility of the applicant to make arrangements for and to pay any fees for additional re-compaction test that may be required for any failing test or if weather or any other circumstances have affected the integrity of the compaction process. c) Relative compaction will conform to Section 204.2
132.2 Maintenance of Trenches
The Applicant shall perform continuing maintenance of all trenches (Section 200), including during any periods of suspension of the work and during the course of construction. Upon acceptance of the work by the City Engineer or Construction Inspector, the Applicant/Owner shall be responsible for the trench in accordance with Section 200.
132.3 Cleanup and Dust Control
Throughout all phases of construction, including suspension of work, the Applicant shall keep the work site clean and free from rubbish and debris. The Applicant shall abate dust nuisance by cleaning, sweeping and use of water or dust palliative. The Applicant shall not allow the use of water resulting in mud on the roadway or in drainage facilities. All stockpiled dirt, debris, rocks or building materials shall be removed from the work area. All paved surfaces shall be broomed clean immediately after backfill and at the end of each day’s operations. Existing gutters and flow lines shall be cleaned or graded to their original condition or better prior to final acceptance of the work.
132.4 Removal of USA Markings
Upon completion of the work and prior to final acceptance of the work, the Applicant shall remove and/or “black out” all utility (USA) markings left as a result of the One Call law. The extent of and method for removal shall be at the discretion of the Construction Inspector. 133 SURVEY MONUMENT AND INFORMATION
133.1 Locate and Protecting Monuments
The Applicant shall locate, protect, and/or “tie-out” all survey monuments that may be disturbed or destroyed. Survey monuments shall be located and referenced prior to the start of construction. Following completion of the work, any disturbed monuments shall be reset in the surface of the new

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construction/location and a Corner Record filed with the appropriate agency. All work shall be performed under the direction and supervision of a licensed Land Surveyor or a registered Civil Engineer who is eligible to practice Land Surveying at no expense to the City of Barstow. 133.2 Disturbed or Destroyed Survey Monuments
Any survey monuments or markers that are destroyed, removed, buried, or the integrity of the survey monument has been disturbed by the work, event, or activity authorized by an encroachment permit, the applicant shall re-establish the monument(s) and file a corner recorded with the County Surveyor. All cost, materials, equipment, and other incidentals required to re-establish the survey monuments shall be borne by the applicant.
133.3 Cut Sheets
Survey information such as Cut Sheets shall be submitted to the Engineering Services Division 48 hours prior to the request for inspection.
134 FEES
134.1 Standard Fee
A fee schedule is adopted by the city council by resolution establishing permit fees and inspection fees for the various types of excavation, construction, encroachments. The permit fee will be paid at the time the application is filed. Any inspections that go over the permitted hours will be billed to the applicant. 134.2 Special Condition Fee
A fee has been adopted by the city council by resolution establishing permit fees and inspection fees for special condition where the city hires additional personal or consultant firm to perform inspection of but not limited to an encroachment permit that is a substantial in size, an project of interest, a project which has high impact on the City’s transportation system or community. The applicant will be responsible for all fees encounter by the city to perform the inspection.
134.3 Non-Compliance Fee
A noncompliance fee of $250.00 per day will be assessed to applicants in whom the encroachment permits has expired and/or fail to be in compliance with the encroachment and trench policy. 135 EXEMPTIONS
a) The following may be exempt from payment of the permit and inspection fees.

Every public district, public agency, or political subdivision having lawful authority to use the street for the purpose specified;
b) Street improvement s under special assessments or improvement district proceeding conducted by the City Council;
c) Street Improvements and other public facilities installed pursuant to a specific contract with the city in which the cost is borne by the city.
d) Completion of public utility projects specifically exempted from such by the California Public Utility Commission.
136 CLEAN WATER ACT
All work must conform to current laws and regulations regarding clean water act such as, but not limited to, Storm Water Pollution Discharge. Storm Water Management Plans.

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Chapter 2 – Trenching and Excavation Policy
200 GENERAL
200.1 Trenching and resurfacing shall meet these specifications, the current editions or supplements of the City of Barstow Standard Drawings S-12.1 through S-12.7, The Standard Specifications for Public Works Construction “The Greenbook”, The Standard Plans for Public Works Construction, and the Barstow Municipal Code Chapter 12.08 (Excavations).
200.2 An encroachment permit is required for any excavations within the City of Barstow’s Right of Way. (Section 102 of the Encroachment Permit Policy)
200.3 Prior to issuance of an encroachment permit the applicant must submit documentation per Section 100 - Encroachment Permit Policy.
200.4 When lane closures are expected to occur, a traffic control plan establishing proper traffic control devices and signs per Section 125 of the Encroachment Permit Policy. 200.5 New asphalt applications (including but not limited to Asphalt Concrete, R.E.A.S. Slurry, and Chip Seal) shall refer to Table 1 on Pg. 25-26 of this document for all restoration requirements if an excavation is required to be conducted in the street.

Applicant may request an inspection and determination of interim PCI level determination.

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201 TRENCH EXCAVATION
201.1 Excavation for appurtenant structures, such as, but not limited to: manholes, transition structures, junction structures, vaults, valve boxes, catch basins, thrust blocks, and boring pits shall be deemed to be in the category of trench excavation.

Boring, Tunneling or Jacking may be allowed with written approval from the City Engineer or his designated representative and shall be parallel with the street or at a right angle to the street. All Boring, Tunneling, and Jacking shall conform to Section 306-2 and 306-3.1 of the SSPWC. All edges shall be removed to a neatly sawed edge as specified in Section 300-1.3.2 of the SSPWC and shall be parallel with the street or at a right angle to the street. All cut edges shall not deviate more than 1” when a ten (10) foot straight edge is placed parallel to the cut edge.
201.3 All pavement edges shall be removed to a neatly sawn line, as specified in Section 300-1.3.2 of the SSPWC, and shall be parallel with the street or at a right angle to the street. All cut edges shall not deviate more than 1” when a ten (10) foot straight edge is placed parallel to the cut edge. 201.4 The edges of existing pavement adjacent to new trenches, where damaged subsequent to saw cutting of the pavement or work performed, shall again be re-saw cut to neat, straight lines for the purpose of removing and replacing the damaged pavement areas. The final trench excavation shall include the “Zone of influence” as determined by the City Engineer or his designated representative. 201.5 If the edge of the trench falls within eighteen (18) inches of a construction joint, cold joint, or edge, the asphalt concrete pavement within this area shall be removed and replaced. 202 STEEL PLATE BRIDGING
To accommodate excavation work, steel plate bridging may be necessary. All conditions for use of steel plate bridging shall be set forth in the following special provisions:

Consideration of steel plate bridging shall take into account the following factors:

1. Traffic volume and composition.

2. Duration and size of the proposed excavation.

3. Weather conditions.

4. When backfilling operations of an excavation in the traveled way, whether transverse or longitudinal, cannot be properly completed with a work day, steel plate bridging with a non-skid surface and shoring may be required to preserve unobstructed traffic flow. In such cases, the following conditions shall apply:

1. Steel plates used for bridging must extend a minimum of 1’ (12”) beyond the edges of the trench.

2. Steel plate bridging shall be installed to operate with minimum noise.

3. The trench shall be adequately shored to support the bridging and traffic loads.

4. Temporary paving with cold asphalt concrete shall be used to feather the edges of the plates, if plate installation by Method (2) described below, is used.

5. Steel plate bridging shall be secured against displacement by using adjustable cleats, shims or other devices.

6. As required by the City of Barstow, steel plate bridging and shoring shall be installed using either Method (1) or (2):

Method 1 For speeds greater than 45 mph (70 km/hr):

The pavement shall be cold planed to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate.

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Method 2 For speeds less than 45 mph (70 km/hr)
Approach plate(s) and ending plate (if longitudinal placement) shall be attached to the roadway by a minimum of (2) dowels pre drilled into the corners of the plate and drilled 2” (50mm) into the pavement. Subsequent plates are butted to each other. Fine graded asphalt concrete shall be compacted to form ramps, maximum slope 8.5% with a minimum 12” (305mm) taper to cover all edges of the steel plates. When steel plates are removed, the dowel holes in the pavement shall be backfilled with either graded fines of asphalt concrete mix, concrete slurry or equivalent slurry approved by the City Engineer or his designated representative.

The following table shows the advisory minimal thickness of steel plate bridging required for a given trench width: (A-36 grade steel, designed for HS20-44 truck loading per Caltrans Bridge Design Specifications Manual).

Steel plates used in the traveled portion of the City Right of Way shall have a surface that was manufactured with a nominal Coefficient of Friction (COF) of 0.35 as determined by California test Method 342. If a different test method is used, the contractor may utilize standard test plates with known coefficients of friction available from Caltrans District 8 Materials Engineer to correlate skid resistance results to California Test Method 342. Based on the test date, the contractor shall determine what amount of surface wear is acceptable, and independently ascertain when to remove, test, or resurface an individual steel plate.

Contractor shall not install any steel plate that is permanently deformed or delivered without the required surfacing.

A Steel Plate ahead sign (W8-24) with black lettering on an orange background shall be placed in advance of steel plate bridging. This sign shall be used with all other required construction signing. A Rough Road sign (W33) with black lettering on an orange background shall be placed in advance of steel plate bridging.

This sign shall be used with all other required construction signing. 203 STEEL PLATE BRIDGING (SIDEWALKS)
To accommodate excavation work, steel plate bridging may be necessary. All conditions for use of steel plate bridging shall be set forth in the following special provisions:

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Consideration of steel plate bridging shall take into account the following factors:
 Pedestrian traffic volume and composition.
 Duration and size of the proposed excavation.
 Weather conditions.

Temporary Asphalt shall be Type SC-800 or equivalent and shall be placed, compacted to match existing sidewalk section to allow for normal flow of pedestrian traffic. 203.2 Sidewalk Bridging (Option-2)
In the case where the sidewalk excavation work prohibits the above plating options, the contractor shall notify the City Engineer or his designated representative for prior approval. It shall be the contractor’s responsibility to install a temporary sidewalk access around their excavation site. This shall be in accordance with the current edition of the “California Manual of Uniform Traffic Control Devices”, (Figure 6H-28. Sidewalk Detour or Diversion).
204 BACKFILL GENERAL
Backfill shall be considered as starting 1 foot above the pipe or conduit, or at the top of concrete bedding over the pipe or conduit. All material below this point shall be considered bedding.

Rocks greater than 6 inches in any dimension will not be permitted in backfill placed within 1 foot above the top of any pipe or conduit and 1 foot below pavement subgrade.

Rocks greater than 1 ½ inches in any dimension will not be permitted in backfill placed within 1 foot of the pavement subgrade. The native material obtained from project excavations may be used as backfill provided that all organic material, rubbish, debris and other objectionable material are first removed, and the material has a minimum Sand Equivalent of 50 (SE50).
204.1 Mechanically Compacted Backfill

1. Backfill shall be mechanically compacted by means of tamping rollers, vibrating rollers, stompers (impact-type pavement breakers), wackers, or other hand held mechanical tampers.

2. Prior to mechanically compacting backfill, determination of proper moisture content of soil shall be made. Optimum moisture in all soil types is desirable for obtaining the required compaction.

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c. Vibratory equipment, vibratory plates, and smooth-wheel rollers attached to backhoe equipment - maximum uncompacted lift thickness of one (I ) foot. d. Impact, free-fall, or stomping equipment- maximum uncompacted lift thickness of two (2) feet.

5. During the backfill process, a person certified to perform compaction testing shall make verification of relative compaction with an approved compaction measuring device or method. A private testing firm may also be utilized. Prior to the request for final inspection, a record of the testing results and moisture level shall be submitted to the City and retained permanently with the City's encroachment permit.
204.2 Backfill Compaction Requirements
90% Relative Compaction shall be achieved:

In the upper three (3) feet measured from the pavement surface (or finished grade where there is no pavement).

Within engineered embankments
Where lateral support for existing or proposed structures is needed / required.

A 95% Relative Compaction shall be achieved in the top 2 feet of any paved street (including the pavement structural section), and as directed by the City Engineer on any un-improved street. 204.3 Bedding
Bedding shall be defined as that material supporting, surrounding and extending to one (l) foot above the facility.

Bedding material shall be sand, gravel, crushed aggregate, native free draining granular material having a sand equivalent of not less than 20 or having a coefficient of permeability greater than 1.4 inches /hour. 204.4 Base
a. Base material shall be reconstructed to the same dimensions (thickness, etc.) and the same or equivalent materials used in the original work.
b. Where the original thickness is six (6) inches or less, the base material may be compacted in one layer. Where the original thickness is more than six (6) inches the base material shall be compacted in two or more lifts or approximately equal thickness and the maximum compacted thickness of any one layer shall not exceed six (6) inches.
c. The relative compaction of each layer of compacted base material shall not be less than 95%. 205 PAVEMENT RESURFACING
205.1 Temporary Resurfacing
a. Unless permanent pavement is placed immediately, temporary pavement shall be placed immediately after backfilling. Temporary bituminous resurfacing a minimum of 2 inches thick shall be placed and maintained wherever excavation is made. In major intersections and other critical locations, a greater thickness may be required by the City Engineer. b. Sufficient backfill material shall be on the job site to assure proper resurfacing as specified in these specifications and shall be placed and continuously maintained so as not to cause excessive rutting, depressions, and I or distortions of the roadway surface. Authorized bituminous material for temporary resurfacing shall be SCSOO or equivalent.
c. Temporary resurfacing shall be mechanically compacted by means of tamping rollers, vibrating rollers, stompers, wackers, or smooth steel wheels rolling equipment. After the specified compaction has been secured in the top layer, the roadway shall be thoroughly rolled with selfpropelled tandem rollers with smooth steel wheels. Such rollers shall weigh between 8 and 10 tons (7.2 and 9.1 tonnes).

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Rolling shall commence at the outer edge of the base course and progress toward the center. Each base course layer shall be rolled until it is compacted and true to grade and cross section.

Rolling shall continue until a relative compaction of at least 95 percent has been obtained. The surface of the finished bituminous-stabilized base, at any point, shall not vary more than 0.04 foot (12mm) above or below grade established by the Engineer.
205.2 Permanent Asphalt Pavement
a. Permanent asphalt pavement requirement shall be based on the age and condition of the pavement surface as shown in Table 1
b. Street trenching performed parallel to the roadway for a distance equal to or greater than fifty (50) feet shall be overlaid per Table 1. This overlay shall be placed with a commercially accepted asphalt paver. (i.e., Barber Greene or equivalent). The City Engineer or his designated representative reserves the right to waive this requirement on a case-by-case basis. Any area two feet or less from edge of gutter to a trench or separation crack shall be added to the overlay requirement. 205.3 Asphalt Concrete shall conform to Section 302.4 of the current Standard Specification for Public Works Construction. Compaction Testing
a. Third Party testing from a City Approved third party testing agency is required for ALL trench backfill, subgrade and AC paving operations.

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Table – 1 Pavement Resurfacing Requirements
Level PCI Condition Pavement Resurfacing Requirements
1 PCI 100-95 Trenching Moratorium – No Trenching / excavations allowed on streets that have been constructed, reconstructed, or have had pavement preservation applications applied.
2 Emergency
PCI 100-95
Trenching / Excavations shall replace asphalt to match existing thickness plus 1 inch of asphalt. The asphalt concrete shall then be micro-milled to a depth of two inches from edge of gutter, to edge of gutter. The length of overlay shall be a minimum 50 feet path of travel as directed by City Engineer or City Representative. A two (2) inches thick overlay of PG 70- 10 asphalt concrete, ½ aggregate and as wide as the lane width must be placed over the trench / excavation with a minimum overlap of two (2) feet passed the excavation edges. This overlay shall be placed with a commercially accepted asphalt paver (i.e. Barber-Greene or equivalent).

The City Engineer or his designated city representative reserves the right to modify this requirement on a case-by case basis. Any area two feet or less from edge of gutter or separation crack shall be added overlay requirement.

Areas excavated for, but not limited to, pot holing, repairs, boring, tunneling, or jacking pits shall have the same requirements stated above.

A stand-alone excavation for, but not limited to, pot holing, repairs, boring, tunneling, or jacking pits shall be replace to match existing asphalt thickness plus 1 inch of asphalt concrete. A grind and overlay will be required for the full lane width, lane width to include shoulder and for a distance of fifty feet from the nearest excavation edge. The overlay will be a minimum of 2” thick of PG 70-10 asphalt concrete pavement, ½ aggregate.
3 PCI 94-85 Pavement Management System Rating or Pavement Condition Index PCI between 94-85 shall be restored per Level 2. However the width of the AC Overlay shall be reduced to only include lane width, (the lane width is to include shoulder) to nearest striping marks or centerline of street. 4 PCI 84-75 Pavement Management System Rating or Pavement Condition Index PCI between 84-75 shall be restored per Level 3. However the length of the AC Overlay shall be reduced to twenty five feet in the direction of the path of travel.

Pavement Management System Rating or Pavement Condition Index (PCI) less than 75 shall be restored by T- Cut Method with a minimum width of 5’ by lane width (including shoulder).

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206 REQUIREMENTS FOR ANY EXCAVATION:

Structure sections such as, but not limited to, geotextile fabric, pavement fabrics, or modified bases sections shall be restored per the City Engineer or his/her representative.

The City Engineer, the City Engineering Service Administrator or his designated city representative reserves the right to modify this requirement on a case-by case basis.

A street segment is defined as the area between two cross streets.

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Terms and Definitions
General
Unless otherwise stated, the words, directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer.