Agenda packet — Oakdale City Council, September 15, 2025 (part 1 of 2)

CITY OF OAKDALE

CITY COUNCIL

REGULAR MEETING AGENDA
City Council Chambers
277 North Second Avenue
Oakdale, CA 95361
“Cowboy Capital of the World”
Monday, September 15, 2025 6:30 PM City Council Chambers Welcome to your City of Oakdale City Council Meeting
Mayor Cherilyn Bairos
Mayor Pro Tem Christopher Smith Council Member Jarod Pitassi Council Member Jeff Kettering Council Member Kayleigh Gilbert The meeting will be televised on Comcast Channel 7 and available for public viewing on YouTube at: https://www.youtube.com/@CityofOakdaleca

1. Call to Order – 6:30 p.m.

2. City Council Members Present/Absent

3. Pledge of Allegiance

4. Invocation Provided by Kent Roberts of The River Christian Community

5. Presentations/Acknowledgements

5.1 Oath of Office and Badge Pinning Ceremony of Oakdale Police Department Police Chief Jason Grogan.

6. Additions / Deletions to the Agenda.

7. Public Comments
Pursuant to Government Code section 54954.3, the City Council may adopt reasonable regulations to ensure that the business on the agenda can be conducted, therefore all members of the public will be given 3 minutes for their public comments. Individuals may not defer their time to another person. A maximum of 30 minutes will be allotted for general public comment. For agenda items, a maximum of 30 minutes will be allotted for public comment on each specific agenda item. California law prohibits the City Council from taking action on any matter that is not on the posted agenda unless it is determined to be an emergency by the Council. All items will be referred to staff for follow-up and/or placed on a future agenda.

8. Appointment to Boards, Commissions, Committees

9. City Council Consent Agenda
The consent agenda is comprised of Items 9.1 through 9.9 unless there is discussion by a member of the audience/Council they may be approved in one motion.

9.1 Approve the Regular City Council Meeting Minutes of September 4, 2025.

9.2 Receive and file the Warrant List for the period August 26, 2025 - September 9, 2025.

9.3 Waive all readings of Ordinances and Resolutions, except by Title.

9.4 Adopt a Resolution of Concurrence and Support of the Community Development Block Grant Consolidated Annual Performance and Evaluation Report (CAPER) Fiscal Year 2024-2025.
1 CITY OF OAKDALE

CITY COUNCIL

REGULAR MEETING AGENDA
Monday, September 15, 2025
Next City Council Resolution: 2025-088 Next Ordinance: 1296

9.5 Second Reading of Ordinance 1295 Amending Chapter 7, Building Codes, Administration and Enforcement and Systems Development Charges, by Adding Article XIV, Title Electric Vehicle Charging Station Permitting Streamlining to the Oakdale Municipal Code, Adopting Administrative Procedures for Permitting Electric Vehicle Charging Stations (EVCS) to Comply with Government Code Sections 65850.7 and 65850.71.

9.6 Adopt a Resolution Accepting the Oakdale Irrigation Districts Public Improvements on Greger Street and Kaufman Road and Authorizing the Filing of a Notice of Completion.

9.7 Approve Co-Sponsored Special Event Application submitted by Infinite Athletics, Inc. for the Veterans Day Parade and Ceremony on Tuesday, November 11, 2025.

9.8 Adopt a Resolution Authorizing the City Manager to Execute a 20-Year Term Lease Agreement with MH Properties, LLC., Helius, DBA Sky Ranch FBO for Airport Hangar L-1.

9.9 Adopt a Resolution Authorizing Acceptance of the Oakdale Community Park Basketball Court Resurfacing Project in the Amount of $24,350.00 and Authorize the Filing of a Notice of Completion.

10. Public Hearings

11. Staff Reports

11.1 Consider a Resolution Naming the Oakdale Police Department Firearms Range as the Castro-Hilgen Training Facility.

11.2 Consider a Resolution Authorizing the City Manager to Execute an Agreement with Public Restroom Company for the Installation of a Public Restroom at Fish Park in the Amount of $259,637.00 and a 10% Contingency in the Amount of $25,963.00 for a Total Project Budget of $285,600 to be Funded by Parks Capital Facilities Fund 343 CP2605.

11.3 Consider a Resolution Authorizing the City Manager to Execute an Agreement with Flores Excavation and Demolition Inc. for the Demolition of a City Owned Modular Home Located at the Oakdale Municipal Airport in the Amount of $8,516.00 to be Funded by Aviation Fund 657.

11.4 Consider a Resolution Adopting the 2025 Oakdale Construction Improvement Standards Update.

12. City Manager’s Report

12.1 September Department Reports.

13. City Council Items

14. Adjournment
The next Regular meeting of the Oakdale City Council will be held on October 6, 2025 at 6:30 p.m. in the City Council Chambers. 2

CITY OF OAKDALE

CITY COUNCIL

REGULAR MEETING AGENDA
Monday, September 15, 2025
Next City Council Resolution: 2025-088 Next Ordinance: 1296 In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact City Hall, 209-845-3571. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting. (28CFR 35.102-35.104 ADA Title II).

Any documents produced by the City and distributed to a majority of the City Council regarding any item on this agenda will be made available in the City Clerk’s office at City Hall located at 280 North Third Avenue, Oakdale, California or at www.oakdalegov.com.

DECLARATION OF POSTING
I, Colleen Andersen, Council Services and Legislative Records Manager/Deputy City Clerk for the City of Oakdale, certify that I caused to be posted a copy of the City of Oakdale City Council Agenda for the Regular Meeting of Monday, September 15, 2025 at the City Council Chambers, 277 North Second Avenue, Oakdale, CA, 95361 on September 11, 2025.

Dated: September 11, 2025 /s/ Colleen Andersen
Colleen Andersen, Deputy City Clerk
Council Services and Legislative Records Manager
3 AGENDA ITEM 5.1
Oath of Office and Badge Pinning for Oakdale Police
Department Chief of Police Jason Grogan
4 CITY OF OAKDALE CITY COUNCIL

REGULAR MEETING MINUTES
City Council Chambers
277 North Second Avenue
Oakdale, CA 95361
“Cowboy Capital of the World”
Tuesday, September 2, 2025 6:30 PM City Council Chambers

1. CALL TO ORDER:

Mayor Bairos called the meeting to order at 6:30 p.m.

2. COUNCIL MEMBERS PRESENT/ABSENT:

Present: Mayor Cherilyn Bairos
Mayor Pro Tem Christopher Smith
Council Member Kayleigh Gilbert
Council Member Jarod Pitassi
Council Member Jeff Kettering

3. Pledge of Allegiance
Mayor Bairos led the pledge of allegiance.

4. Invocation
Korey Buchanek of the River Oak Grance Community Church provided the invocation.

5. Presentations/Acknowledgements

5.1 Recognizing Kim Whitcomb and Larry Metcalf for their Honesty and Integrity.

Mayor Bairos and the Members of the City Council recognized Kim Whitcomb and Larry Metcalf.

6. Additions / Deletions
None.

7. Public Comments
Mayor Bairos opened public comment and the following spoke: There being no public comment, Mayor Bairos closed public comment.

8. Appointment to Boards, Commissions, Committees

9. City Council Consent Agenda
The consent agenda is comprised of Items 9.1 through 9.9. Unless there is discussion by a member of the audience/Council they may be approved in one motion.

9.1 Approve the Regular City Council Meeting Minutes of August 18, 2025.

9.2 Receive and File the Warrant List for the Period July 29, 2025 - August 25, 2025.

9.3 Waive all Readings of Ordinances and Resolutions, except by Title.

9.4 Accept the June and July Treasurers Report.

9.5 Approve the Request to Remove One (1) Live Oak Tree Located at 590 East A Street.

9.6 Reject Claim for Damages from Emiliano Melendez.

AGENDA ITEM 9.1
5 CITY OF OAKDALE

CITY COUNCIL REGULAR MEETING MINUTES
Tuesday, September 2, 2025
Next City Council Resolution: 2025-085 Next Ordinance: 1295

9.7 Reject Claim for Damages from Ezequial Fonseca-Glass.

9.8 Adopt a Resolution Authorizing the City Manager to Execute a Lease Agreement with the Airport Caretaker, Don Gutridge for 9867 Jackson Road.

9.9 Adopt a Resolution Authorizing the City Manager to Execute an Employment Agreement for Chief of Police.

MOTION
To approve Items 9.1 through 9.9 on the City of Oakdale City Council September 2, 2025, Consent Agenda.

Moved by Mayor Pro Tem Smith, and seconded by Council Member Kettering PASSED this 2nd day of September 2025, by the following vote:

AYES: COUNCIL MEMBERS: Smith, Kettering, Gilbert Pitassi, Bairos (5) NOES: COUNCIL MEMBERS: None (0)
ABSENT: COUNCIL MEMBERS: None (0)
ABSTAINED: COUNCIL MEMBERS:None (0)
Motion carried 5/0 by City Council roll call vote.

10. Public Hearings

10.1 Introduction and Waive the First Reading of an Ordinance Amending Chapter 7, Building Codes, Administration and Enforcement and Systems Development Charges, by Adding Article XIV, Titled Electric Vehicle Charging Station Permitting Streamlining to the Oakdale Municipal Code, Adopting Administrative Procedures for Permitting Electric Vehicle Charging Stations (EVCS) to Comply with Government Code Sections 65850.7 and 65850.71.

City Manager Ramar provided a PowerPoint Presentation.

Staff responded to questions from the City Council.

Mayor Bairos opened the public hearing for public comment. There being no public comment, Mayor Bairos closed the public hearing brought the item back to the City Council and asked for a motion to be made.

MOTION
Introduce and waive the first reading of Ordinance 1295, amending Chapter 7, Building Codes, Administration and Enforcement and Systems Development Charges, by adding Article XIV, titled Electric Vehicle Charging Station Permitting Streamlining to the Oakdale Municipal Code, adopting administrative procedures for permitting Electric Vehicle Charging Stations (EVCS) to comply with Government Code Sections 65850.7 and 65850.71.

Moved by Mayor Pro Tem Smith and seconded by Council Member Gilbert PASSED this 2nd day of September 2025, by the following vote:
6 CITY OF OAKDALE

CITY COUNCIL REGULAR MEETING MINUTES
Tuesday, September 2, 2025
Next City Council Resolution: 2025-085 Next Ordinance: 1295 AYES: COUNCIL MEMBERS: Smith, Gilbert, Pitassi, Kettering, Bairos (5) NOES: COUNCIL MEMBERS: None (0)
ABSENT: COUNCIL MEMBERS: None (0)
ABSTAINED: COUNCIL MEMBERS: None (0)
Motion carried 5/0 by City Council roll call vote.

11. Staff Reports

11.1 Consider a Resolution Accepting a New City of Oakdale Speed Hump Policy to Formalize the Process of Requesting and Installing Speed Humps as Traffic Calming Devices.

City Manager Ramar provided a PowerPoint Presentation.

Staff responded to questions from the City Council.

Mayor Bairos opened the item for public comment. The following spoke during public comment:

Jim Minkel spoke in favor.

Riverbluff Resident spoke in favor.

There being no further public comment, Mayor Bairos brought the item back to the City Council and asked for a motion to be made.

MOTION
Adopt City Council Resolution 2025-87, adopting a Speed Hump Policy to formalize the process of requesting and installing speed humps as traffic calming devices.

Moved by Mayor Pro Tem Smith and seconded by Council Member Gilbert, PASSED this 2nd day of September, by the following vote:

AYES: COUNCIL MEMBERS: Smith, Gilbert, Pitassi, Kettering, Bairos (5) NOES: COUNCIL MEMBERS: None (0)
ABSENT: COUNCIL MEMBERS: None (0)
ABSTAINED: COUNCIL MEMBERS: None (0)
Motion carried 5/0 by City Council roll call vote.

12. City Manager’s Report

13. City Council Items
Mayor Pro Tem Smith announced the third Tuesday of every month the Garden Club meets and Garden Club Tour is October 4th.

Council Member Kettering announced Oakdale High School plays Escalon this Friday night.

Mayor Bairos announced the following events: Once Upon a Tomb is on October 4th; Autumn Gathering on October 4th and Oakdale Chamber Golf Annual Tournament on September 8th, Oakdale Soccer Club opening day on September 6th, Morning Market ends September 27th. 7 CITY OF OAKDALE

CITY COUNCIL REGULAR MEETING MINUTES
Tuesday, September 2, 2025
Next City Council Resolution: 2025-085 Next Ordinance: 1295

14. Adjournment
The next Regular meeting of the Oakdale City Council will be held September 15, 2025 at 6:30 p.m. in the Council Chambers. There being no further business, Mayor Pro Tem Smith adjourned the meeting 7:09 at p.m.

ATTEST: APPROVED:

Colleen Andersen, Deputy City Clerk Cherilyn Bairos, Mayor 8 Amount
08/29/2025 INV02255 CALIFORNIA STATE DISBURSEM158130 110-219-1900 GARNISHMENT - SPOUSAL SUP 830.77 Vendor 1361 - CALIFORNIA STATE DISBURSEMENT UNIT Total: 1917.68 07/31/2025 27417 BEAR ELECTRICAL SOLUTIONS 158142 110-4142-425003 PURCHASE ORDER FOR ROUTI 215 Vendor 1544 - BEAR ELECTRICAL SOLUTIONS Total: 10850
Vendor: 1361 - CALIFORNIA STATE DISBURSEMENT UNIT08/29/2025 INV02253 CALIFORNIA STATE DISBURSEM158130 110-219-1900 GARNISHMENT CHILD SUPPOR 1086.91 07/22/2025 27267 BEAR ELECTRICAL SOLUTIONS 158142 110-4142-425003 PURCHASE ORDER FOR ROUTI 1063507/08/2025 0102827-IN AVID IDENTIFICATION SYSTEM158141 110-2161-425003 ANIMAL CHIPS FOR SHELTER 1079.34 07/08/2025 0102827-IN AVID IDENTIFICATION SYSTEM158141 110-2162-425003 ANIMAL CHIPS FOR SHELTER 539.67 Vendor 01065 - AVID IDENTIFICATION SYSTEMS INC. Total: 2698.34 Vendor: 1544 - BEAR ELECTRICAL SOLUTIONS
Vendor 942 - AT&T Total: 524.55
Vendor: 01384 - AUTOZONE08/18/2025 04432076287 AUTOZONE 158140 570-4120-427006 Rear Brake Pads P.D. unit 50 79.6 Vendor 01384 - AUTOZONE Total: 79.6
Vendor: 01065 - AVID IDENTIFICATION SYSTEMS INC.07/08/2025 0102827-IN AVID IDENTIFICATION SYSTEM158141 110-2160-425003 ANIMAL CHIPS FOR SHELTER 1079.33 Vendor 1469 - ALPHA ANALYTICAL LABORATORIES INC. Total: 299 Vendor: 942 - AT&T08/20/2025 AUGUST 2025 2 AT&T 158139 110-2110-420003 9391064580 285.9408/20/2025 AUGUST 2025 2 AT&T 158139 110-2110-420003 9391053225 238.6108/28/2025 5088157-SFL ALPHA ANALYTICAL LABORATO158138 622-4151-425003 BLANKET PO DAILY WATER TES 41 08/28/2025 5088158-SFL ALPHA ANALYTICAL LABORATO158138 622-4151-425003 BLANKET PO DAILY WATER TES 4108/28/2025 5088259-SFL ALPHA ANALYTICAL LABORATO158138 622-4151-425003 BLANKET PO DAILY WATER TES 176 08/25/2025 61791 ALLPRO PEST SERVICES 158137 110-2162-425003 ALLPRO PEST - 9800 LIBERINI A 42 Vendor 01197 - ALLPRO PEST SERVICES Total: 355
Vendor: 1469 - ALPHA ANALYTICAL LABORATORIES INC.08/20/2025 5086816-SFL ALPHA ANALYTICAL LABORATO158138 622-4151-425003 BLANKET PO DAILY WATER TES 4108/25/2025 61771 ALLPRO PEST SERVICES 158137 110-7413-425003 ALLPRO - 455 S FIFTH AVE. 7008/25/2025 61791 ALLPRO PEST SERVICES 158137 110-2160-425003 ALLPRO PEST - 9800 LIBERINI A 8408/25/2025 61791 ALLPRO PEST SERVICES 158137 110-2161-425003 ALLPRO PEST - 9800 LIBERINI A 8408/25/2025 5796 A.S.A.P. CARPET CLEANING 158136 645-4161-427006 CARPET CLEANING 400 Vendor 01684 - A.S.A.P. CARPET CLEANING Total: 800
Vendor: 01197 - ALLPRO PEST SERVICES08/25/2025 61761 ALLPRO PEST SERVICES 158137 110-7413-425003 ALLPRO - 445 N YOSEMITE AVE 7508/26/2025 HERRERA, FRANCISCO 8/26/25HERRERA, FRANCISCO 158135 622-4151-416002 HERRERA, FRANCISCO - EDUCA 60 Vendor 5555555 - * Total: 160
Vendor: 01684 - A.S.A.P. CARPET CLEANING08/25/2025 5796 A.S.A.P. CARPET CLEANING 158136 622-4153-427006 CARPET CLEANING 400

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item)Vendor: 5555555 - *08/08/2025 GARCIA, MARCOS 8/8/25 GARCIA, MARCOS 158134 110-7210-416002 MARCOS, GARCIA - DMV CLAS 100 1 of 12
AGENDA ITEM 9.2
9 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) Vendor: 1059 - COLONIAL PROCESSING CENTER08/29/2025 INV02250 COLONIAL PROCESSING CENTE158131 110-219-1700 COLONIAL LIFE 27.41 Vendor 1059 - COLONIAL PROCESSING CENTER Total: 27.41
08/15/2025 4913 COLE PRO MEDIA CORP 158148 110-2110-425003 FY 25/26 MONTHLY TRANSPAR 2000 Vendor 01240 - COLE PRO MEDIA CORP Total: 4000
07/22/2025 1-53982 CODE 3 WEAR - PUBLIC SAFETY158147 110-2110-427004 ESSMAN UNIFORMS 303.38 Vendor 01162 - CODE 3 WEAR - PUBLIC SAFETY OUTFITTERS Total: 303.38 Vendor: 01240 - COLE PRO MEDIA CORP07/15/2025 4862 COLE PRO MEDIA CORP 158148 110-2110-425003 FY 25/26 MONTHLY TRANSPAR 2000 08/25/2025 L251504858 CLIFTONLARSONALLEN LLP 158146 622-4153-425002 audit fees 2362.508/25/2025 L251504858 CLIFTONLARSONALLEN LLP 158146 645-4161-425002 audit fees 2362.5 Vendor 01622 - CLIFTONLARSONALLEN LLP Total: 11130
Vendor: 01162 - CODE 3 WEAR - PUBLIC SAFETY OUTFITTERS08/25/2025 L251458590 CLIFTONLARSONALLEN LLP 158146 622-4153-425002 audit fees 1811.2508/25/2025 L251458590 CLIFTONLARSONALLEN LLP 158146 645-4161-425002 audit fees 1811.2508/25/2025 L251504858 CLIFTONLARSONALLEN LLP 158146 110-1310-425002 audit fees 157508/28/2025 38010922 CLARK PEST CONTROL 158145 286-6230-425003 BLANKET PO PERC FOR VINEYA 71 Vendor 50 - CLARK PEST CONTROL Total: 361
Vendor: 01622 - CLIFTONLARSONALLEN LLP08/25/2025 L251458590 CLIFTONLARSONALLEN LLP 158146 110-1310-425002 audit fees 1207.508/25/2025 38010945 CLARK PEST CONTROL 158145 110-2160-425003 CLARK PEST CONTROL ANIMA 3808/25/2025 38010945 CLARK PEST CONTROL 158145 110-2161-425003 CLARK PEST CONTROL ANIMA 3808/25/2025 38010945 CLARK PEST CONTROL 158145 110-2162-425003 CLARK PEST CONTROL ANIMA 1908/29/2025 INV02252 CITY OF OAKDALE FSA ACCOU 10835 512-1910-374120 CITY OF OAKDALE FSA ACCOU 1085.86 Vendor 1507 - CITY OF OAKDALE FSA ACCOUNT Total: 1188.36 Vendor: 50 - CLARK PEST CONTROL08/21/2025 38011201 CLARK PEST CONTROL 158145 284-6210-425003 MEADOWLANDS CLARK WEED 195 08/01/2025 160695 CITY OF MODESTO 158144 110-2210-425030 FIRE SERVICES 366578 Vendor 48 - CITY OF MODESTO Total: 366578
Vendor: 1507 - CITY OF OAKDALE FSA ACCOUNT08/29/2025 INV02251 CITY OF OAKDALE FSA ACCOU 10835 512-1910-374120 CITY OF OAKDALE FSA ACCOU 102.508/21/2025 4240902965 CINTAS CORPORATION 158143 622-4151-425016 BLANKET PO FOR WWTP WEE 268.2708/28/2025 4241629638 CINTAS CORPORATION 158143 622-4151-425016 BLANKET PO FOR WWTP WEE 182.53 Vendor 1577 - CINTAS CORPORATION Total: 633.33
Vendor: 48 - CITY OF MODESTOVendor: 1577 - CINTAS CORPORATION08/14/2025 4240195145 CINTAS CORPORATION 158143 622-4151-425016 BLANKET PO FOR WWTP WEE 182.53 1 of 12
10 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) 07/15/2025 548545 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 12.2 07/15/2025 548545 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 6.107/16/2025 548568 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 12.2 07/15/2025 548545 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 12.2 07/15/2025 548495 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 136.18 07/15/2025 548495 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 68.0907/15/2025 548497 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 310.45 07/08/2025 548074 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 390.45 07/15/2025 548491 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 310.45 07/15/2025 548495 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 136.18 07/08/2025 548072 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 42.1807/08/2025 548072 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 42.1807/08/2025 548072 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 21.0907/03/2025 547898 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 274.65 07/03/2025 547898 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 137.32 07/08/2025 548069 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 450.45 08/19/2025 9123-23281 ENVIRONMENTAL.COM LLC 158151 645-4160-425003 BLANKET PO MANDATORY WA 390 Vendor 01585 - ENVIRONMENTAL.COM LLC Total: 4080
Vendor: 213 - FAMILY VETERINARY CARE OF OAKDALE07/03/2025 547898 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 274.6508/13/2025 9123-23162 ENVIRONMENTAL.COM LLC 158151 645-4160-425003 BLANKET PO MANDATORY WA 455 08/13/2025 9123-23163 ENVIRONMENTAL.COM LLC 158151 645-4160-425003 BLANKET PO MANDATORY WA 28008/18/2025 9123-23248 ENVIRONMENTAL.COM LLC 158151 645-4160-425003 BLANKET PO MANDATORY WA 1320 08/04/2025 9123-23006 ENVIRONMENTAL.COM LLC 158151 645-4160-425003 BLANKET PO MANDATORY WA 390 08/04/2025 9123-23007 ENVIRONMENTAL.COM LLC 158151 645-4160-425003 BLANKET PO MANDATORY WA 28008/13/2025 9123-23161 ENVIRONMENTAL.COM LLC 158151 645-4160-425003 BLANKET PO MANDATORY WA 390 Vendor 59 - CRESCENT SUPPLY CO Total: 906.42
Vendor: 01638 - DAVID ORTIZ08/26/2025 AUGUST 2025 DAVID ORTIZ 158150 118-7320-425003 Pickleball Lessons August 2025 280 Vendor 01638 - DAVID ORTIZ Total: 280
Vendor: 01585 - ENVIRONMENTAL.COM LLC08/04/2025 9123-22625 ENVIRONMENTAL.COM LLC 158151 645-4160-425003 BLANKET PO MANDATORY WA 575 07/22/2025 074245 CRESCENT SUPPLY CO 158149 110-2110-427004 MEDINA AND GARCIA UNIFOR 38.1 07/24/2025 074264 CRESCENT SUPPLY CO 158149 110-2110-427004 MEDINA AND GARCIA UNIFOR 176.08 07/30/2025 074299 CRESCENT SUPPLY CO 158149 110-2110-427004 MEDINA AND GARCIA UNIFOR 378.7806/05/2025 073780 CRESCENT SUPPLY CO 158149 110-2110-427004 CREDIT - GAONA UNIFORM -6.5207/15/2025 457075 CRESCENT SUPPLY CO 158149 110-2110-427004 MEDINA AND GARCIA UNIFOR 304.8107/15/2025 074082 CRESCENT SUPPLY CO 158149 110-2110-427004 MEDINA AND GARCIA UNIFOR 91.35 12/20/2024 K35972 CRESCENT SUPPLY CO 158149 110-2110-427004 NANCE - PANTS 91.4605/12/2025 073666 CRESCENT SUPPLY CO 158149 110-2110-427004 CREDIT - GAONA UNIFORM -205.7606/05/2025 073779 CRESCENT SUPPLY CO 158149 110-2110-427004 CREDIT - GAONA UNIFORM -13.04Vendor: 59 - CRESCENT SUPPLY CO11/21/2024 435972 CRESCENT SUPPLY CO 158149 110-2110-427004 NANCE - POLO 51.16 1 of 12
11 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) 08/01/2025 549505 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 52.4708/01/2025 549505 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 52.4808/01/2025 549505 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 26.2407/30/2025 549372 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 44.7607/29/2025 549297 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 33 07/30/2025 549372 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 89.5107/30/2025 549372 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 89.5207/29/2025 549285 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 181.88 07/29/2025 549297 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 66 07/29/2025 549297 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 66 07/29/2025 549261 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 425.45 07/29/2025 549285 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 363.75 07/29/2025 549285 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 363.76 07/29/2025 549258 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 134.18 07/29/2025 549258 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 134.18 07/29/2025 549258 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 67.0907/28/2025 549179 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 26.2407/29/2025 549254 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 330.45 07/29/2025 549255 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 335.45 07/25/2025 549094 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 6.107/28/2025 549179 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 52.4707/28/2025 549179 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 52.4807/23/2025 548992 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 49.2807/25/2025 549094 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 12.2 07/25/2025 549094 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 12.2 07/23/2025 548977 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 26.2407/23/2025 548992 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 98.5507/23/2025 548992 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 98.5607/22/2025 548900 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 390.45 07/23/2025 548977 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 52.4707/23/2025 548977 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 52.4807/22/2025 548895 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 184.18 07/22/2025 548895 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 184.18 07/22/2025 548895 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 92.0907/22/2025 548893 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 202.18 07/22/2025 548893 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 202.18 07/22/2025 548893 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 101.09 07/21/2025 548822 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 715.96 07/21/2025 548822 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 357.98 07/22/2025 548886 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 310.45 07/16/2025 548568 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 12.2 07/16/2025 548568 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 6.107/21/2025 548822 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 715.95 1 of 12
12 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) 09/03/2025 551244 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 24.68 Vendor 213 - FAMILY VETERINARY CARE OF OAKDALE Total: 12856.41 09/03/2025 551244 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 49.3608/26/2025 550828 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 172.18 08/26/2025 550828 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 86.0909/03/2025 551244 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 49.3608/26/2025 550825 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 84 08/26/2025 550825 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 42 08/26/2025 550828 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 172.18 08/20/2025 550550 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 51.0908/20/2025 550550 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 25.5508/26/2025 550825 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 84 08/19/2025 550455 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 360.45 08/19/2025 550460 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 310.45 08/20/2025 550550 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 51.0908/15/2025 550290 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 25.6 08/15/2025 550290 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 12.8 08/19/2025 550449 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 310.45 08/13/2025 550114 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 25.6 08/13/2025 550114 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 12.8 08/15/2025 550290 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 25.6 08/13/2025 550113 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 25.6 08/13/2025 550113 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 12.8 08/13/2025 550114 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 25.6 08/12/2025 550043 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 81.0908/12/2025 550045 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 310.45 08/13/2025 550113 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 25.6 08/08/2025 549920 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 10.0708/12/2025 550043 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 162.18 08/12/2025 550043 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 162.18 08/06/2025 549710 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 12.8 08/08/2025 549920 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 20.1408/08/2025 549920 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 20.1408/05/2025 549672 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 13.6608/06/2025 549710 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 25.6 08/06/2025 549710 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 25.6 08/05/2025 549647 FAMILY VETERINARY CARE OF 158152 110-2162-425003 REOCCURRING VET EXPENSES 42 08/05/2025 549672 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 27.3108/05/2025 549672 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 27.3108/05/2025 549645 FAMILY VETERINARY CARE OF 158152 742-2160-425003 REOCCURRING VET EXPENSES 175.5 08/05/2025 549647 FAMILY VETERINARY CARE OF 158152 110-2160-425003 REOCCURRING VET EXPENSES 84 08/05/2025 549647 FAMILY VETERINARY CARE OF 158152 110-2161-425003 REOCCURRING VET EXPENSES 84 1 of 12
13 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) Vendor 01125 - HENSLEY'S PAVING & GENERAL ENGINEERING INC. Total: 10337.87 05/28/2025 2 CP2127 RET HENSLEY'S PAVING & GENERA158163 540-1910-442001 CHANGE ORDER #2 2681.28 08/12/2025 68793 HARRIS & ASSOCIATES 158162 792-8270-425003 LLD/CFD Admin 1350 Vendor 1543 - HARRIS & ASSOCIATES Total: 8600
Vendor: 01125 - HENSLEY'S PAVING & GENERAL ENGINEERING INC.12/17/2024 1 RET HENSLEY'S PAVING & GENERA158163 540-1910-442001 Dorada Park / Chamber Parkin 7656.59 08/12/2025 68793 HARRIS & ASSOCIATES 158162 288-6245-425003 LLD/CFD Admin 1708/12/2025 68793 HARRIS & ASSOCIATES 158162 790-8270-425003 LLD/CFD Admin 1350 08/12/2025 68793 HARRIS & ASSOCIATES 158162 791-8270-425003 LLD/CFD Admin 1350 08/12/2025 68793 HARRIS & ASSOCIATES 158162 288-6242-425003 LLD/CFD Admin 40.39 08/12/2025 68793 HARRIS & ASSOCIATES 158162 288-6243-425003 LLD/CFD Admin 125.4408/12/2025 68793 HARRIS & ASSOCIATES 158162 288-6244-425003 LLD/CFD Admin 146.71 08/12/2025 68793 HARRIS & ASSOCIATES 158162 285-6220-425003 LLD/CFD Admin 752.66 08/12/2025 68793 HARRIS & ASSOCIATES 158162 286-6230-425003 LLD/CFD Admin 835.5808/12/2025 68793 HARRIS & ASSOCIATES 158162 288-6241-425003 LLD/CFD Admin 159.49 08/29/2025 0341757 GROVER LANDSCAPE SERVICES158161 293-6257-425015 BLANKET PO LANDSCAPE MAN 851.33 Vendor 104 - GROVER LANDSCAPE SERVICES INC. Total: 2265 Vendor: 1543 - HARRIS & ASSOCIATES08/12/2025 68793 HARRIS & ASSOCIATES 158162 284-6210-425003 LLD/CFD Admin 2472.73 Vendor 01059 - GOWANS PRINTING COMPANY Total: 155.69
Vendor: 104 - GROVER LANDSCAPE SERVICES INC.08/29/2025 0341757 GROVER LANDSCAPE SERVICES158161 293-6250-425015 BLANKET PO LANDSCAPE MAN 1145.84 08/29/2025 0341757 GROVER LANDSCAPE SERVICES158161 293-6256-425015 BLANKET PO LANDSCAPE MAN 267.83 Vendor 96 - GILTON SOLID WASTE MANAGEMENT INC. Total: 25 Vendor: 99 - GOLDEN VALLEY AWARDS07/25/2025 158293 GOLDEN VALLEY AWARDS 158159 110-2110-427004 NAME BAR - MEDINA 14.04 Vendor 99 - GOLDEN VALLEY AWARDS Total: 14.04
Vendor: 01059 - GOWANS PRINTING COMPANY08/20/2025 89518 GOWANS PRINTING COMPANY158160 622-4151-427006 BUSINESS CARDS FOR CODY BI 155.69 Vendor 92 - FRANCHISE TAX BOARD Total: 151.38
Vendor: 608 - GEORGE W. LOWRY INC.08/21/2025 40005829 GEORGE W. LOWRY INC. 158157 570-4120-425003 Waste Oil pickup 360 Vendor 608 - GEORGE W. LOWRY INC. Total: 360
Vendor: 96 - GILTON SOLID WASTE MANAGEMENT INC.07/08/2025 6640527 GILTON SOLID WASTE MANAG158158 110-2140-427010 GILTON PICK UP 25 08/25/2025 107958 FIRST CHOICE INDUSTRIAL SUP158156 110-7210-427006 Standingt PO First Choice Indu 569.73 Vendor 1428 - FIRST CHOICE INDUSTRIAL SUPPLY INC. Total: 782.15 Vendor: 92 - FRANCHISE TAX BOARD08/29/2025 INV02254 FRANCHISE TAX BOARD 158132 110-219-1900 GARNISHMENT - FTB 151.38 Vendor: 1428 - FIRST CHOICE INDUSTRIAL SUPPLY INC.07/02/2025 106966 FIRST CHOICE INDUSTRIAL SUP158156 110-2110-427004 GLOVES 212.42 1 of 12
14 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) 08/28/2025 AUGUST 2025 2 MID 158169 622-4151-420001 3357914926 218.62 Vendor 161 - MID Total: 662.87
Vendor 01522 - Mid Valley IT Total: 42913.66
Vendor: 161 - MID08/28/2025 AUGUST 2025 2 MID 158169 110-1910-420001 0913324769 444.25 07/12/2025 478 Mid Valley IT 158170 525-1910-425012 IT SERVICES 3650.7208/12/2025 549 Mid Valley IT 158170 525-1910-425003 IT SERVICES 17845 08/12/2025 549 Mid Valley IT 158170 525-1910-425012 IT SERVICES 3670.86 Vendor 158 - MCR ENGINEERING INC. Total: 34485
Vendor: 1504 - METLIFE - GROUP BENEFITS08/14/2025 KM05931316 0001 8/14/25 METLIFE - GROUP BENEFITS 158168 110-219-1104 METLIFE - VISION BENEFITS 1380.02 Vendor 1504 - METLIFE - GROUP BENEFITS Total: 1380.02
Vendor: 01522 - Mid Valley IT07/12/2025 478 Mid Valley IT 158170 525-1910-425003 IT SERVICES 17747.08 08/25/2025 21394 MCR ENGINEERING INC. 158167 216-4149-442001 Const Eng & Inspections CP252 4413.3 08/25/2025 21394 MCR ENGINEERING INC. 158167 621-4159-442001 ACCT CORRECTION 2347.5 08/25/2025 21394 MCR ENGINEERING INC. 158167 644-4169-442001 Const Eng & Inspections CP252 2629.2 08/25/2025 21391 MCR ENGINEERING INC. 158167 621-4159-442001 Const Eng & Inspections CP250 869 08/25/2025 21392 MCR ENGINEERING INC. 158167 316-4149-442001 Albers Rd - Const Enginnering 5840 08/25/2025 21393 MCR ENGINEERING INC. 158167 215-4149-442001 Slurry Seal Area 8 - Engineerin 18008/25/2025 21390 MCR ENGINEERING INC. 158167 621-4159-442001 corrections 1677.3808/25/2025 21390 MCR ENGINEERING INC. 158167 644-4169-442001 corrections 3283.5108/25/2025 21391 MCR ENGINEERING INC. 158167 222-4149-442001 Const Eng & Inspections CP250 3476 08/25/2025 21389 MCR ENGINEERING INC. 158167 621-4159-442001 Const Eng & Inspections CP232 1028.5 08/25/2025 21389 MCR ENGINEERING INC. 158167 644-4169-442001 Const Eng & Inspections CP232 1542.75 08/25/2025 21390 MCR ENGINEERING INC. 158167 222-4149-442001 corrections 4359.1108/25/2025 21383 MCR ENGINEERING INC. 158167 110-246-0720 Invoice 21383 CD2314 LLA MC 360 08/25/2025 21388 MCR ENGINEERING INC. 158167 343-7219-442001 CHANGE ORDER #2 18008/25/2025 21389 MCR ENGINEERING INC. 158167 222-4149-442001 Const Eng & Inspections CP232 2103.75 Vendor 01553 - LEXIPOL LLC Total: 4999
Vendor: 1365 - MCCOY TRUCK TIRE SERVICE CENTER INC08/18/2025 10176235 MCCOY TRUCK TIRE SERVICE C158166 570-4120-427006 Tires for P.D. Unit 56 521.8 Vendor 1365 - MCCOY TRUCK TIRE SERVICE CENTER INC Total: 521.8 Vendor: 158 - MCR ENGINEERING INC.08/25/2025 21382 MCR ENGINEERING INC. 158167 110-246-0720 Invoice 21382 CD2227 MCR 195 Vendor: 611 - HPI2 LLC08/04/2025 958781 HPI2 LLC 158164 110-2110-427004 SGT AND CPL CHEVRON AND A 1028.81 Vendor 611 - HPI2 LLC Total: 1028.81
Vendor: 01553 - LEXIPOL LLC07/01/2025 INVCOR11255489 LEXIPOL LLC 158165 207-2140-425003 CORDICO WELLNESS APP 4999 1 of 12
15 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) 06/30/2025 JUNE 2025 5 PGE 158177 622-4151-420001 529290 618.73 07/01/2025 JULY 2025 4 PGE 158177 622-4151-420001 529288 685.1907/01/2025 JULY 2025 4 PGE 158177 622-4151-420001 529290 562.97Vendor: 226 - PGE06/30/2025 JUNE 2025 5 PGE 158177 622-4151-420001 529288 307.8508/28/2025 2721-230646 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 215.49 09/02/2025 2721-231775 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 379.01 Vendor 62 - O'REILLY AUTOMOTIVE STORES INC. Total: 2671.25 08/28/2025 2721-230493 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 289.25 08/28/2025 2721-230510 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 237.1608/28/2025 2721-230513 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 126.0308/25/2025 2721-229805 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 140.8808/25/2025 2721-229903 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 134.0608/25/2025 2721-229912 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 6.4908/20/2025 2721-228708 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 27.59 08/21/2025 2721-228875 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 157.39 08/21/2025 2721-228981 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 167.5 08/19/2025 2721-228508 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 192.71 08/20/2025 2721-228624 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 102.4708/20/2025 2721-228628 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 23.73 08/18/2025 2721-228257 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 11.9608/19/2025 2721-228361 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 16.7 08/19/2025 2721-228487 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 75.6 Vendor 01015 - NORTHSTAR CHEMICAL Total: 2334.16
Vendor: 206 - OAKDALE LEADER08/14/2025 400979 OAKDALE LEADER 158175 110-1130-425011 EV Ordinance Public Hearing N 103 Vendor 206 - OAKDALE LEADER Total: 103
Vendor: 62 - O'REILLY AUTOMOTIVE STORES INC.08/18/2025 2721-228104 O'REILLY AUTOMOTIVE STORE158176 570-4120-427006 Blanket P.O. for Oreilly's 367.23 Vendor 01023 - NICKERSON INVESTIGATIVE SERVICES Total: 2181 Vendor: 01015 - NORTHSTAR CHEMICAL07/31/2025 317720 NORTHSTAR CHEMICAL 158174 645-4160-427006 BLANKET PO ON-GOING MONT 1167.08 08/15/2025 318499 NORTHSTAR CHEMICAL 158174 645-4160-427006 BLANKET PO ON-GOING MONT 1167.08 Vendor 173 - MUNICIPAL MAINTENANCE EQUIPMENT Total: 1986.37 Vendor: 01023 - NICKERSON INVESTIGATIVE SERVICES07/09/2025 25-011 NICKERSON INVESTIGATIVE SE158173 110-2110-425006 PRE EMPLOYMENT BACKGROU 1596.8 07/21/2025 25-012 NICKERSON INVESTIGATIVE SE158173 110-2110-425006 PRE EMPLOYMENT BACKGROU 584.2 Vendor 01189 - MIWALL CORPORATION Total: 1367.49
Vendor: 173 - MUNICIPAL MAINTENANCE EQUIPMENT08/06/2025 039671 MUNICIPAL MAINTENANCE EQ158172 570-4120-425003 Repairs to Vac-trailer 1904.49 08/20/2025 040274 MUNICIPAL MAINTENANCE EQ158172 570-4120-427006 New Float and hardware for D 81.88 Vendor: 01189 - MIWALL CORPORATION07/23/2025 1014124 MIWALL CORPORATION 158171 110-2110-427004 AMMO 1367.49 1 of 12
16 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) 08/21/2025 AUGUST 2025 4 PGE 158177 657-4170-420001 8881930937-3 835.89 Vendor 226 - PGE Total: 78902.43
08/21/2025 AUGUST 2025 4 PGE 158177 645-4160-420001 70558644897 19636.7408/21/2025 AUGUST 2025 4 PGE 158177 645-4160-420001 59146046806 45.9408/21/2025 AUGUST 2025 4 PGE 158177 622-4150-420001 9748453729-1 147.0108/21/2025 AUGUST 2025 4 PGE 158177 622-4152-420001 4675800227-6 3.508/21/2025 AUGUST 2025 4 PGE 158177 622-4152-420001 59146046806 45.9408/21/2025 AUGUST 2025 4 PGE 158177 110-7210-420001 63695829133 1144.7308/21/2025 AUGUST 2025 4 PGE 158177 110-7210-420001 25332532271 106.7608/21/2025 AUGUST 2025 4 PGE 158177 622-4150-420001 44172864934 35.7508/21/2025 AUGUST 2025 4 PGE 158177 110-7210-420001 56060120856 18.2908/21/2025 AUGUST 2025 4 PGE 158177 110-7210-420001 47029806701 17.8308/21/2025 AUGUST 2025 4 PGE 158177 110-7210-420001 02411052901 98.3708/19/2025 AUGUST 2025 5 PGE 158177 631-4180-420001 41595816467 964.4408/21/2025 AUGUST 2025 4 PGE 158177 110-4142-420001 48213775637 770.3608/21/2025 AUGUST 2025 4 PGE 158177 110-4142-420001 58748645171 15614.8408/19/2025 AUGUST 2025 5 PGE 158177 293-6250-420001 3258092521-5 3.9408/19/2025 AUGUST 2025 5 PGE 158177 293-6256-420001 3258092521-5 3.9408/19/2025 AUGUST 2025 5 PGE 158177 293-6257-420001 3258092521-5 3.9308/18/2025 AUGUST 2025 3 PGE 158177 657-4170-420001 44024983676 16.808/19/2025 AUGUST 2025 5 PGE 158177 110-7210-420001 60758610988 2660.5308/19/2025 AUGUST 2025 5 PGE 158177 117-7440-420001 21489565081 23.8208/18/2025 AUGUST 2025 3 PGE 158177 645-4160-420001 0722897534-3 1728.38 08/18/2025 AUGUST 2025 3 PGE 158177 657-4170-420001 07028519473 2341.6108/18/2025 AUGUST 2025 3 PGE 158177 657-4170-420001 86502703126 401.81 08/18/2025 AUGUST 2025 3 PGE 158177 622-4150-420001 45427294660 599.8108/18/2025 AUGUST 2025 3 PGE 158177 622-4152-420001 0722897534-3 1728.38 08/18/2025 AUGUST 2025 3 PGE 158177 622-4152-420001 44133562536 3199.7308/18/2025 AUGUST 2025 3 PGE 158177 285-6220-420001 16364492971 1532.8 08/18/2025 AUGUST 2025 3 PGE 158177 286-6230-420001 98085099004 20.0308/18/2025 AUGUST 2025 3 PGE 158177 288-6241-420001 29646608462 88.4508/18/2025 AUGUST 2025 3 PGE 158177 119-4110-420001 0722897534-3 849.2208/18/2025 AUGUST 2025 3 PGE 158177 119-4110-420002 0722897534-3 14.9808/18/2025 AUGUST 2025 3 PGE 158177 285-6220-420001 98085099004 558.6308/18/2025 AUGUST 2025 3 PGE 158177 117-7430-420002 12937367741 30.7408/18/2025 AUGUST 2025 3 PGE 158177 117-7460-420001 71493181177 2208.5608/18/2025 AUGUST 2025 3 PGE 158177 117-7470-420001 63063551012 1153.708/18/2025 AUGUST 2025 3 PGE 158177 110-1910-420001 18246929329 8949.7108/18/2025 AUGUST 2025 3 PGE 158177 110-1910-420002 18246929329 172.0908/18/2025 AUGUST 2025 3 PGE 158177 110-7210-420001 18246929329 8949.71 1 of 12
17 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) Vendor: 01619 - THE ED JONES COMPANY08/17/2025 58891 THE ED JONES COMPANY 158187 545-2110-441005 CHAPLAIN BADGES 564.46 Vendor 01619 - THE ED JONES COMPANY Total: 564.46
Vendor 1163 - STAPLES BUSINESS ADVANTAGE Total: 220.01
Vendor: 1328 - SWIFT LAWN & GARDEN INC.08/13/2025 3774 SWIFT LAWN & GARDEN INC. 158186 288-6242-425015 BLANKET PO REINMAN COURT 318.78 Vendor 1328 - SWIFT LAWN & GARDEN INC. Total: 318.78
08/20/2025 6040073497 STAPLES BUSINESS ADVANTAG158185 645-4161-427001 STAPLES - OFFICE SUPPLIES 29.54 08/21/2025 60415776 STAPLES BUSINESS ADVANTAG158185 622-4153-427001 STAPLES - OFFICE SUPPLIES 60.3608/21/2025 60415776 STAPLES BUSINESS ADVANTAG158185 645-4161-427001 STAPLES - OFFICE SUPPLIES 60.3608/14/2025 6039643732 STAPLES BUSINESS ADVANTAG158185 622-4153-427001 STAPLES - OFFICE SUPPLIES 20.1108/14/2025 6039643732 STAPLES BUSINESS ADVANTAG158185 645-4161-427001 STAPLES - OFFICE SUPPLIES 20.1 08/20/2025 6040073497 STAPLES BUSINESS ADVANTAG158185 622-4153-427001 STAPLES - OFFICE SUPPLIES 29.54 08/25/2025 54752 STANISLAUS FOUNDATION 158184 510-1910-436001 DENTAL BENEFITS 2969.77 08/25/2025 54771 STANISLAUS FOUNDATION 158184 510-1910-436001 DENTAL BENEFITS-54771 1434 Vendor 1368 - STANISLAUS FOUNDATION Total: 15081.26
Vendor: 1163 - STAPLES BUSINESS ADVANTAGE08/25/2025 54689 STANISLAUS FOUNDATION 158184 510-1910-436001 DENTAL BENEFITS-54689 1889 08/25/2025 54708 STANISLAUS FOUNDATION 158184 510-1910-436001 DENTAL BENEFITS-54708 2920 08/25/2025 54730 STANISLAUS FOUNDATION 158184 510-1910-425003 DENTAL BENEFITS ADMIN 435.22 Vendor 275 - STANISLAUS COUNTY Total: 1330.33
Vendor: 1368 - STANISLAUS FOUNDATION08/25/2025 54649 STANISLAUS FOUNDATION 158184 510-1910-436001 DENTAL BENEFITS-54649 4696.27 08/25/2025 54668 STANISLAUS FOUNDATION 158184 510-1910-436001 DENTAL BENEFITS-54668 737 07/30/2025 156656596-002 SITEONE LANDSCAPE SUPPLY 158182 110-7210-427006 Invoice 156656596-002 SiteOn 47.62 Vendor 1530 - SITEONE LANDSCAPE SUPPLY LLC. Total: 47.62 Vendor: 275 - STANISLAUS COUNTY08/25/2025 OP24-01388 STANISLAUS COUNTY 158183 211-209-0000 Forfeiture return to DA 1330.3308/25/2025 250704-01 SIGN DESIGNS INC. 158181 621-4159-442001 Signs for 285 N Third 1597.508/25/2025 250704-01 SIGN DESIGNS INC. 158181 644-4169-442001 Signs for 285 N Third 1597.5 Vendor 01451 - SIGN DESIGNS INC. Total: 6390
Vendor: 1530 - SITEONE LANDSCAPE SUPPLY LLC.Vendor: 01685 - RELATION08/25/2025 6500894 RELATION 158180 657-4170-415000 AIRPORT LIABILITY INSURANCE 6607 Vendor 01685 - RELATION Total: 6607
Vendor: 01451 - SIGN DESIGNS INC.08/25/2025 250704-01 SIGN DESIGNS INC. 158181 357-1910-442001 Signs for 285 N Third 3195Vendor: 727 - PROFESSIONAL EXCHANGE SERVICE09/01/2025 250803968101 PROFESSIONAL EXCHANGE SER158179 622-4152-425003 PROFESSIONAL EXCHANGE - A 79.4 09/01/2025 250803968101 PROFESSIONAL EXCHANGE SER158179 645-4160-425003 PROFESSIONAL EXCHANGE - A 79.4 Vendor 727 - PROFESSIONAL EXCHANGE SERVICE Total: 158.8 1 of 12
18 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) 09/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 645-4160-420004 TELEPHONE 748.92 Vendor 308 - VERIZON WIRELESS Total: 6200.51
09/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 622-4151-420004 TELEPHONE 342.52 09/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 622-4152-420004 TELEPHONE 1003.1209/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 120-3130-420004 TELEPHONE 52.31 09/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 229-4110-420004 TELEPHONE 20.93 09/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 570-4120-420004 TELEPHONE 63.36 09/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 110-4140-425003 TELEPHONE 69.7 09/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 119-4110-420004 TELEPHONE 79.86 09/03/2025 570624185-00002 8/26/25 VERIZON WIRELESS 158189 120-3120-420004 TELEPHONE 0.65 08/19/2025 970617907-00002 8/19/25 VERIZON WIRELESS 158189 118-7390-420004 TELEPHONE 41.85 08/26/2025 372078107-00003 8/26/25 VERIZON WIRELESS 158189 110-2110-420003 TELEPHONE 682.95 08/26/2025 870628391-00002 8/26/25 VERIZON WIRELESS 158189 110-2110-420003 TELEPHONE 830.86 08/19/2025 970617907-00002 8/19/25 VERIZON WIRELESS 158189 117-7460-420004 TELEPHONE 83.7 08/19/2025 970617907-00002 8/19/25 VERIZON WIRELESS 158189 118-7320-420004 TELEPHONE 20.92 08/19/2025 970617907-00002 8/19/25 VERIZON WIRELESS 158189 118-7340-420003 TELEPHONE 20.93 08/19/2025 570628357-00002 8/19/25 VERIZON WIRELESS 158189 110-2110-427004 TELEPHONE 52.76 08/19/2025 970617907-00002 8/19/25 VERIZON WIRELESS 158189 110-7413-420004 TELEPHONE 160.56 08/19/2025 970617907-00002 8/19/25 VERIZON WIRELESS 158189 110-7413-427006 TELEPHONE 52.76 08/18/2025 270617885-00002 8/18/25 VERIZON WIRELESS 158189 110-7210-427006 TELEPHONE 52.76 08/18/2025 270617885-00002 8/18/25 VERIZON WIRELESS 158189 565-7215-420004 TELEPHONE 376.65 08/19/2025 570628357-00002 8/19/25 VERIZON WIRELESS 158189 110-2110-420003 TELEPHONE 1153.3308/13/2025 025-524429 TYLER TECHNOLOGIES INC. 158188 645-4161-425012 COMMUNITY DEVELOPMENT S 42.72 Vendor 1583 - TYLER TECHNOLOGIES INC. Total: 24470.24
Vendor: 308 - VERIZON WIRELESS08/18/2025 270617885-00002 8/18/25 VERIZON WIRELESS 158189 110-7210-420004 TELEPHONE 289.1108/13/2025 025-524429 TYLER TECHNOLOGIES INC. 158188 120-3120-425012 COMMUNITY DEVELOPMENT S 48.34 08/13/2025 025-524429 TYLER TECHNOLOGIES INC. 158188 120-3130-425012 COMMUNITY DEVELOPMENT S 156.22 08/13/2025 025-524429 TYLER TECHNOLOGIES INC. 158188 622-4153-425012 COMMUNITY DEVELOPMENT S 42.72 07/16/2025 025-520755 TYLER TECHNOLOGIES INC. 158188 120-3130-425012 COMMUNITY DEVELOPMENT S 78.1107/16/2025 025-520755 TYLER TECHNOLOGIES INC. 158188 622-4153-425012 COMMUNITY DEVELOPMENT S 21.3607/16/2025 025-520755 TYLER TECHNOLOGIES INC. 158188 645-4161-425012 COMMUNITY DEVELOPMENT S 21.3606/30/2025 025-518455 TYLER TECHNOLOGIES INC. 158188 622-4153-425012 COMMUNITY DEVELOPMENT S 21.3606/30/2025 025-518455 TYLER TECHNOLOGIES INC. 158188 645-4161-425012 COMMUNITY DEVELOPMENT S 21.3607/16/2025 025-520755 TYLER TECHNOLOGIES INC. 158188 120-3120-425012 COMMUNITY DEVELOPMENT S 24.1706/30/2025 025-517505 TYLER TECHNOLOGIES INC. 158188 645-4161-425012 SOFTWARE +517505 71.5506/30/2025 025-518455 TYLER TECHNOLOGIES INC. 158188 120-3120-425012 COMMUNITY DEVELOPMENT S 24.1706/30/2025 025-518455 TYLER TECHNOLOGIES INC. 158188 120-3130-425012 COMMUNITY DEVELOPMENT S 78.1106/30/2025 025-517025 TYLER TECHNOLOGIES INC. 158188 622-4153-425012 SOFTWARE 517025 11873.5706/30/2025 025-517025 TYLER TECHNOLOGIES INC. 158188 645-4161-425012 SOFTWARE 517025 11873.5706/30/2025 025-517505 TYLER TECHNOLOGIES INC. 158188 622-4153-425012 SOFTWARE +517505 71.55Vendor: 1583 - TYLER TECHNOLOGIES INC. 1 of 12
19 Amount

WARRANT LIST
City of Oakdale, CA By Vendor Name
Payment Dates 8/26/2025 - 9/9/2025
Post Date Payable Number Vendor Name Payment Number Account Number Description (Item) Grand Total:
08/25/2025 53194-53168 WHITE BRENNER LLP 158191 120-3120-425003 legal for July 2025 284.108/25/2025 53194-53168 WHITE BRENNER LLP 158191 657-4170-425003 legal for July 2025 14212.4 Vendor 01331 - WHITE BRENNER LLP Total: 25471.45
706324.71
08/25/2025 53194-53168 WHITE BRENNER LLP 158191 110-246-0720 legal for July 2025 1161.808/25/2025 53194-53168 WHITE BRENNER LLP 158191 110-246-0720 legal for July 2025 1398.108/25/2025 53194-53168 WHITE BRENNER LLP 158191 110-246-0720 legal for July 2025 3562.9Vendor: 01331 - WHITE BRENNER LLP08/25/2025 53194-53168 WHITE BRENNER LLP 158191 110-1610-425003 legal for July 2025 3882.7508/25/2025 53194-53168 WHITE BRENNER LLP 158191 110-246-0720 legal for July 2025 90.208/25/2025 53194-53168 WHITE BRENNER LLP 158191 110-246-0720 legal for July 2025 879.2Vendor: 1560 - WGR SOUTHWEST INC.08/21/2025 32244 WGR SOUTHWEST INC. 158190 657-4170-425003 STORM WATER POLLUTION PR 350 09/03/2025 31807 WGR SOUTHWEST INC. 158190 657-4170-427006 8" SiltSoxx - Storm Water 857.78 Vendor 1560 - WGR SOUTHWEST INC. Total: 1207.78
1 of 12
20 AGENDA ITEM 9.3
By Motion, Waive all Readings of Ordinances and
Resolutions, except by Title.
21 CITY OF OAKDALE

CITY COUNCIL STAFF REPORT
Date: September 15, 2025
To: Mayor Bairos and Members of the City Council
From: Amber Del Cielo, Management Analyst
Reviewed by: Jeff Gravel, Public Services Director
Subject: Consider Adoption of a City Council Resolution of Concurrence and Support of the Community Development Block Grant Consolidated Annual Performance and Evaluation Report (CAPER) Fiscal Year 2024-2025

BACKGROUND
As required by HUD, the Stanislaus County Consortium which includes the Cities of Oakdale, Hughson, Patterson, Newman, Ceres, Waterford and Stanislaus County has prepared a Consolidated Annual Performance and Evaluation Report (CAPER) to document progress made in accomplishing goals set forth in the Consolidated Plan and Action Plan. The report includes the accomplishments of the individual jurisdictions participating in the Stanislaus County Community Development Block Grant Program (CDBG) Consortium also known as the Stanislaus Urban County for the FY 2024-2025.

Access to the entire report is available online at the following link: 2024-2025-caper.pdf (stancounty.com).

DISCUSSION
The Draft CAPER was made available for a 15-day review and comment period which began on August 8, 2025 and ends, September 16, 2025. The Final CAPER is now before the City Council for recommendation of approval to the Stanislaus County Board of supervisors at their public meeting to be held on September 16, 2025. Upon approval by the Board of Supervisors, the CAPER will be submitted to HUD for final certification.

As identified in the AAP, the City of Oakdale’s CDBG allocation for Fiscal Year 2024-2025 is $160,812.75 for activities and $5,000 for project administration. The project identified for Oakdale in the AAP will be utilized for design, engineering, construction work and project administration for the Southwest Downtown Safe Routes to School Project. The project will provide reconstruction of the pavement section and full frontage improvements (including pavers, , curb, gutter, sidewalk, replacement of water, sewer, and storm facilities, and ADA compliance by way of improved sidewalks, and handicamp ramps).

The project will reconstruct South 1st Avenue, South 2nd Avenue, and South 3rd Avenues, East H Street and part of East I Street. Design and Engineering for this project is completed. The Oakdale City Council adopted a resolution to execute an agreement with George Reed, Inc for the construction of this project on November 18, 2024. The project is currently in the construction phase with an anticipated completion of fall 2025.

Projects identified in the 2020-2025 Construction Plan included handicap ramps and pavement rehabilitation at the following locations: North Fifth Avenue (Between A Street and D Street); South Second Avenue (Between G and J Street); and South Sixth Avenue (Between F Street and J Street).

AGENDA ITEM 9.4
22 CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: CAPER FY 2024-2025
MEETING DATE: September 15, 2025

FISCAL IMPACT
Funds are derived from the Federal Community Development Block Grant Program; there is no impact to the City General Fund.

RECOMMENDATION
Staff recommends the City Council adopt the Resolution of Concurrence and Support of the Community Development Block Grant Consolidated Annual Performance and Evaluation Report (CAPER) Fiscal Year 2024-2025.

ATTACHMENTS
Attachment A: Draft City Council Resolution 2025-__
Attachment B: Draft 24/25 CAPER Activities and Accomplishments Access to the entire report is available online at the following link: 2024-2025-caper.pdf (stancounty.com)
23 IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
CITY COUNCIL RESOLUTION 2025-___

A RESOLUTION OF THE CITY OF OAKDALE CITY COUNCIL FOR CONCURRENCE

AND SUPPORT OF THE CONSOLIDATED ANNUAL PERFORMANCE AND
EVALUATION (CAPER) FOR FISCAL YEAR (FY) 2024-2025
WHEREAS, the Stanislaus Urban County which includes the Cities of Oakdale, Hughson, Newman, Patterson, Ceres, Riverbank, Waterford and the unincorporated areas of Stanislaus County have received and expended CDBG funds from the U.S. Department of Housing and Urban Development (HUD) for FY 2024-2025; and, WHEREAS, the Stanislaus HOME Consortium which includes the Stanislaus Urban County and the City of Turlock and the unincorporated areas of Stanislaus County have received and expended HOME funds from the U.S. Department of Housing and Urban Development (HUD) for FY 2024-2025; and,
WHEREAS, the City as a member of the Stanislaus Urban County and the HOME Consortium is required to assist the County in the CAPER process to report their project status and to document progress made in accomplishing goals set forth in the Consolidated Plan and Annual Action Plan; and,
WHEREAS, the Draft CAPER is available for public review period from August 8, 2025 to September 16, 2025 to allow the public the opportunity to review and provide comments prior to the public hearing by the Stanislaus County Board of Supervisors on September 16, 2025.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Oakdale does hereby adopts City Council Resolution of Concurrence and Support of the Community Development Block Grant Consolidated Annual Performance and Evaluation Report (CAPER) Fiscal Year 2024-2025.

THE FOREGOING RESOLUTION IS HEREBY ADOPTED THIS 15th DAY OF SEPTEMBER, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

SIGNED:

Cherilyn Bairos, Mayor
ATTEST:

Patrick Mondragon, City Clerk
Attachment A
24 DRAFT CAPER 1
OMB Control No: 2506-0117
Fiscal Year 2024-2025
Stanislaus HOME Consortium and Stanislaus Urban
County Consolidated Annual Performance
and Evaluation Report (CAPER)
for U.S. Housing and Urban Development Entitlement
Programs
August 2025
Prepared by:

Stanislaus County
Planning and Community
Development Department
1010 10th Street, Suite 3400
Modesto, CA 95354
Attachment B
25 DRAFT CAPER 2
OMB Control No: 2506-0117

STANISLAUS HOME CONSORTIUM AND STANISLAUS URBAN COUNTY
FISCAL YEAR 2024-2025 CAPER
Stanislaus County
Chairman Buck Condit
Vice Chairman Vito Chiesa
Supervisor Terry Withrow
Supervisor Mani Grewal
Supervisor Channce Condit
City of Ceres
Mayor Javier Lopez
Vice Mayor Daniel A. Martinez
Councilmember James Casey
Councilmember Rosalinda L. Vierra
Councilmember Cerina Otero
City of Hughson
Mayor George Carr
Mayor Pro Tem Randy Crooker
Councilmember Julie Ann Strain
Councilmember Alan McFadon
Councilmember Susana Vasquez
City of Newman
Mayor Casey Graham
Councilmember Scott Ball
Councilmember Shane Tomlinson
Councilmember Gisel Pimentel
Councilmember Matthew Harden
City of Oakdale
Mayor Cherilyn Bairos
Mayor Pro Tem Christopher Smith
Councilmember Jarod Pitassi
Councilmember Jeff Kettering
Councilmember Kayleigh Gilbert
City of Patterson
Mayor Michael Clauzel
Councilmember Gabriela
Hernandez
Councilmember Jessica Romero
Councilmember Kendra Mora
Councilmember Carlos Roque
City of Riverbank
Mayor Rachel Hernandez
Vice Mayor Cindy Fosi
Councilmember Luis Uribe
Councilmember John C. Pimentel
Councilmember Stacy Call
City of Waterford
Mayor Charlie Goeken
Vice Mayor Jamie Hilton
Councilmember Christine Harris
Councilmember Elizabeth Talbott
Councilmember Guadalupe “Lupita”
Gutierrez
City of Turlock
Mayor Amy Bublak
Councilmember Kevin Bixel
Councilmember Rebecka Monez
Councilmember Cassandra Abram
Councilmember Erika Phillips
26 DRAFT CAPER 3
OMB Control No: 2506-0117

TABLE OF CONTENTS
INTRODUCTION ............................................................................................................................................. 5 CR-05 - GOALS AND OUTCOMES ................................................................................................................... 8 Table 1 - Consolidated Plan Accomplishments - Program Year 4 and Strategic Plan to Date ......... 9 CR-10 - RACIAL AND ETHNIC COMPOSITION OF FAMILIES ASSISTED ......................................................... 12 Table 2 - Table of Assistance to Racial and Ethnic Populations by Source of Funds ..................... 12 Table 2 A - Table of Assistance to Racial and Ethnic Populations by Source of Funds .................. 12 CR-15 - RESOURCES AND INVESTMENTS 91.520(A).................................................................................... 14 Table 3 - Resources Made Available ............................................................................................. 14 Table 4 - Identify the Geographic Distribution and Location of Investments................................ 15 CR-20 - AFFORDABLE HOUSING 91.520(B) ................................................................................................. 18 Table 5 - Number of Households ................................................................................................... 18 Table 6 - Number of Households Supported ................................................................................ 18 Table 7 - Number of Persons Served ............................................................................................. 19 CR-25 - HOMELESS AND OTHER SPECIAL NEEDS 91.220(D, E); 91.320(D, E); 91.520(C) ............................ 20 CR-30 - Public Housing 91.220(H); 91.320(J) .............................................................................................. 25 CR-35 - OTHER ACTIONS 91.220(J)-(K); 91.320(I)-(J) ................................................................................... 27 CR-40 - MONITORING 91.220 AND 91.230 ................................................................................................ 32 CR-45 - CDBG 91.520(C) .............................................................................................................................. 35 CR-50 - HOME 24 91.520 (d) ....................................................................................................................... 36 CR-58 - Section 3 ......................................................................................................................................... 37 CR-60 - ESG 91.520(G) (ESG RECIPIENTS ONLY) .......................................................................................... 39 CR-65 - PERSONS ASSISTED ......................................................................................................................... 43 Table 8 - Household Information for Homeless Prevention Activities .......................................... 43 27 DRAFT CAPER 4
OMB Control No: 2506-0117
Table 9 - Household Information for Rapid Re-Housing Activities ............................................................. 43 Table 10 - Shelter Information .................................................................................................................... 43 Table 11 - Household Information for Street Outreach ................................................................ 43 Table 12 - Household Information for Persons Served with ESG .................................................. 44 Table 13 - Age Information ............................................................................................................ 44 Table 14 - Special Population Served ............................................................................................. 44 CR-70 - ESG 91.520(G) - ASSISTANCE PROVIDED AND OUTCOMES ............................................................ 45 Table 15 - Shelter Capacity ............................................................................................................ 45 28 DRAFT CAPER 5
OMB Control No: 2506-0117
PROGRAM YEAR – 5
CONSOLIDATED PLAN 2020-2024
2024-2025 STANISLAUS HOME CONSORTIUM & STANISLAUS URBAN COUNTY

CONSOLIDATED ANNUAL PERFORMANCE AND EVALUATION REPORT

INTRODUCTION
The 2024-2025 Consolidated Annual Performance and Evaluation Report (CAPER) constitutes the fifth reporting period (the Fiscal Year covering July 1, 2024 to June 30, 2025) of the Five-Year Consolidated Planning period. Stanislaus County, in partnership with the cities of: Ceres, Hughson, Newman, Oakdale, Patterson, Riverbank, and Waterford form the Stanislaus Urban County (hereafter “Urban County”) for purposes of receiving U.S. Housing and Urban Development (HUD) Community Development Block Grant (CDBG) and Emergency Solutions Grants (ESG) program funds. The Stanislaus Urban County, in partnership with the City of Turlock for the Stanislaus HOME Consortium for purposes of receiving HUD HOME Investment Partnerships (HOME) funding. Stanislaus County serves as lead entity for both the Stanislaus HOME Consortium and the Urban County.

HUD requires the Stanislaus HOME Consortium and Urban County to prepare and adopt a Five-year Consolidated Plan (Con Plan) and Annual Action Plans to inform HUD on how the allocated grant funds will be used. At the end of each fiscal year (FY), HUD requires this annual CAPER to report the progress made in accomplishing the goals set forth in the Con Plan, also referred to as a Strategic Plan, and Annual Action Plan (AAP). As a recipient of Neighborhood Stabilization Program (NSP) funding in prior fiscal years, the Urban County reports on NSP program income funds still programmed for use. The projects and activities outlined within this CAPER were administered and overseen by the County’s Department of Planning and Community Development.

In Fiscal Year 2024-2025, the Stanislaus HOME Consortium and Urban County continued focusing on effectively administering and implementing CDBG, ESG, HOME, and NSP programs. HUD funded infrastructure projects continued with a mixture of preliminary design, engineering, environmental assessments, and construction activities. Non-profits were awarded CDBG and ESG funding for delivery of public services and emergency shelter operations continued to provide needed services to the communities most vulnerable populations.

The annual HUD Entitlement program funding allocated to the Stanislaus Urban County in Fiscal Year 2024-2025 were:

CDBG $2,305,008
ESG $ 205,225
Total: $2,510,233
The annual HUD Entitlement program funding allocated to the Stanislaus HOME Consortium in Fiscal Year 2024-2025 was:

HOME $1,262,718.33
29 DRAFT CAPER 6
OMB Control No: 2506-0117
Fiscal Year 2024-2025 was the second year of the Stanislaus HOME Consortium. The County utilized the year to establish the foundation for identifying projects and expend funding in accordance with HUD requirements. Staff’s efforts included working with the City of Turlock to coordinate the programming of unallocated City of Turlock/Stanislaus Urban County HOME Consortium funds (both the annual allocation and program income) held by the City of Turlock. A consultant was obtained to assist the County with program development and administration of the new Consortium.

In addition to the funding listed above, the CAPER also reports on the use of HUD CDBG and ESG Coronavirus Aid, Relief, and Economic Security (CARES) Act funding awarded to the Stanislaus Urban County in Fiscal Years 2019-2020 and 2020-2021. The CARES Act identified additional funding for the CDBG and ESG programs to prevent, prepare for, and respond to the community impacts of the COVID19 pandemic. The ESG CV funding expenditure deadlines were in Fiscal Year 2023-2024 and funded activities were a part of the Fiscal Year 2023-2024. The CDBG CV funding expenditure deadline is June 30, 2026, and funded activities will be reported in the CAPERs for Fiscal Year 2024-2025 and 2025-2026.

HUD’s distribution plan for CDBG and ESG CARES Act funding included multiple rounds: an initial round (CV1) that allowed for quick access to funding necessary to address the immediate crisis resulting from the pandemic and funding rounds two and three, CV2 and CV3, that supported post-pandemic community recovery. Below are the amounts that the Stanislaus Urban County was awarded for CDBG CV1 and CDBG CV3) funding The Stanislaus Urban County was not covered CV2 funding:

CDBG Round One (CV1) Allocation: $1,358,994
CDBG Round Three (CV3) Allocation: $1,432,755
Total $2,791,749
CDBG, ESG, NSP, and HOME funds are designed to primarily serve the low-income community as defined by the Area Median Income (AMI) limits per program for Stanislaus County as determined by HUD. Funds are used by the Stanislaus HOME Consortium and Urban County to meet the following goals of the Con Plan:

1. Increase and improve supply of affordable housing

2. Work to end and prevent homelessness

3. Improve infrastructure and public facilities

4. Provide public services

5. Community emergency responses

6. Administration
In Fiscal Year 2024-2025, the Stanislaus HOME Consortium and Urban County continued to collaborate with the Stanislaus Community System of Care (CSOC), the local federally recognized Continuum of Care (CoC), on homeless services and programs. A CoC is an integrated system of care that guides and tracks homeless individuals and households through a comprehensive array of housing and services designed to prevent and end homelessness. Services supported with ESG funding are brought to the local CoC for feedback and to ensure coordination with countywide efforts to address homelessness.

The County’s Department of Planning and Community Development has also served as the Administrative Entity for the local CoC for state ESG (CA-ESG) since 2017. The department works with the CoC to identify service needs and allocates the CA-ESG funding through its annual grant application process that is later 30 DRAFT CAPER 7
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described in the CAPER. Over the last few years, the local CoC area has received approximately two hundred eighty thousand dollars ($280,000) annually in CA-ESG funding.

This CAPER is presented in the template format generated by HUD which includes a series of questions and answers in relation to specific program funding received by the Stanislaus HOME Consortium and Urban County. The information provided in the CAPER is limited to the specific questions that HUD requires of Stanislaus County, as the lead entity, and does not address any other federal or state funding received by the members of the Stanislaus HOME Consortium and Urban County. The CAPER is submitted through HUD’s Integrated Disbursement and Information System (IDIS) which limits the length of responses to each question.
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31 DRAFT CAPER 8
OMB Control No: 2506-0117
CR-05 – GOALS AND OUTCOMES
PROGRESS THE JURISDICTION HAS MADE IN CARRYING OUT ITS STRATEGIC PLAN AND ITS ACTION PLAN.

91.520(A)
This could be an overview that includes major initiatives and highlights that were proposed and executed throughout the program year.

The priorities identified in the Con Plan are public infrastructure, economic development, affordable housing, public services, and community emergency response to COVID-19. In many neighborhoods and communities throughout the planning area, public infrastructure (sewer, curb, gutter, sidewalk, storm drainage, etc.) is minimal or non-existent, causing this to be a high priority need. All of the Stanislaus Urban County members utilize CDBG funds for infrastructure improvement projects in an effort to improve the quality of life for residents in and around the project areas.

Through the CDBG Public Services Grant (CDBG-PSG) program, the Urban County set aside approximately fourteen percent (14%) of its annual CDBG allocation for programs that provide services to low to moderate-income households (families or individuals). A total of three hundred twenty-five thousand dollars ($325,000) in funding was awarded to eight (8) public service programs to carry-out a number of needed services that included assistance to the homeless and those at risk of becoming homeless.

Approximately nineteen hundred (1,900) individuals received some form of service, from CDBG PSG funded programs ranging from meals and shelter for low-income households to emergency food assistance.

Throughout Fiscal Year 2024-2025, the Urban County and the local CoC worked together on strengthening efforts to address and collaborate on homeless issues. Those efforts included working with the CoC and other entitlement jurisdictions to:
 Oversee and monitor programs for federal compliance
 Support the Coordinated Entry System (CES)
 Support the Homeless Management Information System (HMIS)  Update local CES policies and procedures
CDBG CV1 and CDBG CV3, funding, were awarded through a competitive grant application process. A total of twelve (12) programs provided by eight (8) service providers were funded CDBG CV. During Fiscal Year 2024-2025, a total of two hundred thirty-five (235) individuals were assisted with CDBG CV funds.

COMPARISON OF THE PROPOSED VERSUS ACTUAL OUTCOMES FOR EACH OUTCOME MEASURE

SUBMITTED WITH THE CONSOLIDATED PLAN AND EXPLAIN, IF APPLICABLE, WHY PROGRESS WAS NOT MADE TOWARD MEETING GOALS AND OBJECTIVES. 91.520(G)
Categories, priority levels, funding sources and amounts, outcomes/objectives, goal outcome indicators, units of measure, targets, actual outcomes/outputs, and percentage completed for each of the grantee’s program year goals.
32 DRAFT CAPER 9
OMB Control No: 2506-0117
Table 1 – Consolidated Plan Accomplishments – Program Year 5 and Strategic Plan to Date *The Affordable Housing goal is in the FY 2020-2025 Con Plan as a goal for the overall City of Turlock/Stanislaus Urban County HOME Consortium, which was administered by the City of Turlock until July, 1, 2024. All HOME Program funded projects, housing goals and related activities that were funded prior to June 30, 2024 are reported in the City of Turlock’s CAPER and any HOME funded projects after that are reported by the County on behalf of the Stanislaus HOME Consortium.

Consolidated Plan Accomplishments Strategic Plan to Date Program Year 5 Goal Category Source / Amount Indicator Unit of
Measure Expected Actual Percent Complete Expected Actual Percent Complete Administration OtherAdministration
CDBG: $436,002
ESG: $15,391
HOME: $126,272.33
CDBG CV1: $90,462
CDBG CV3: $286,551

N/A N/A N/A N/A N/A N/A N/A N/A
Community Emergency
Response Program
OtherEmergency
Assistance
CDBG CV1:
$565,761.91
CDBG CV3:
$482,075.20
Rapid Re-Housing Households
Assisted 385 35 9% 10 0 0%
Homeless Persons
Overnight Shelter
Persons
Assisted 970 1,785 184% 300 154 51%
Homeless
Prevention
Persons
Assisted 900 50 6% 10 23 230%
Other Other 4,361 6,267 144% 1,000 37 4%
Improve Public
Infrastructure
Non-Housing
Community
Development
CDBG: $1,519,006 Infrastructure
Activities
Households
Assisted 7,500 1,177 16% 1,500 116 8%
Provide Public Services
Homeless NonHomeless
Special Needs
CDBG Public Services:
$325,000
Public service
activities other than
Low/ModerateIncome Housing
Benefit
Persons
Assisted 7,000 12,453 178% 1,088 1,900 174%
Work to End and
Prevent Homelessness Homeless ESG: $189,834 Other Other 2,100 2,160 103% 286 403 141% *Affordable Housing Affordable
Housing
HOME: $1,136,446
NSP: $3,000,000 Housing Units 60 60 57 95% 21 0 0%
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OMB Control No: 2506-0117
ASSESS HOW THE JURISDICTION’S USE OF FUNDS, PARTICULARLY CDBG, ADDRESSES THE PRIORITIES

AND SPECIFIC OBJECTIVES IDENTIFIED IN THE PLAN, GIVING SPECIAL ATTENTION TO THE HIGHEST PRIORITY ACTIVITIES IDENTIFIED.

The Con Plan identifies public infrastructure and facility improvements, affordable housing, community and economic development, public services, homeless services, and community emergency response as the high priority needs. Consistent with these priorities, the following activities were undertaken:
 Each Urban County member continued with the design, engineering, and construction of various public infrastructure projects contributing to the improvement of neighborhoods.  Continued to fund public service programs through a competitive grant process to assist nonprofits that aid low- and moderate-income persons in need of services (i.e., food, shelter, and youth services).
 Continued to oversee CDBG CV awarded grants, to non-profits, that were offered through a competitive process to assist the community to prepare, prevent, and protect its residents, service providers, and businesses from the impact of COVID-19.  A consultant assisted with technical assistance in establishing program policies and procedures and development of a Request for Proposals (RFP) for housing development projects and services, in an effort to establish the program’s administrative foundation.

The following expenditures of public services program funding occurred during the FY:

CDBG-PSG Program Funded Service Providers (Fiscal Year 2024-2025) Court Appointed Special Advocates of Stanislaus County – Direct Services Project $35,000 Center for Human Services – Economic and Mobility Program $35,000 Children’s Crisis Center of Stanislaus County – Guardian House $35,000 Children’s Crisis Center of Stanislaus County – Marsha’s House $35,000 Children’s Crisis Center of Stanislaus County – Verda’s House $35,000 The Salvation Army Red Shield – After School Program $35,000 We Care Program – Turlock – Emergency Shelter Program $35,000 We Care Program – Turlock – Substance Abuse-Counseling Program $80,000 2024 ESG Program Funded Service Providers
Center for Human Services – Youth Low Barrier Shelter Program $77,042 Haven Women’s Center of Stanislaus – Haven Emergency Shelter Program $26,830 Turning Point Community Programs – Rapid Re-Housing Program $85,962 2023 ESG Program Funded Service Providers
Community Housing and Shelter Services – Rental Assistance Program $88,010.40 We Care Program – Turlock – Emergency Shelter Program $104,683.60 CDBG CV1 Program Funded Service Providers
Cambridge Academies – Enterprise Connection Program $201,731.50 Center for Human Services – Family Resource Center Concrete Support $201,731.50 Children’s Crisis Center – CDBG CARES Program $170,691.50 Family Promise of Greater Modesto – Rent/Utility Assistance Program $201,731.50 34 DRAFT CAPER 11
OMB Control No: 2506-0117
Salvation Army – Red Shield – Feed the Need Program $201,731.50 United Samaritans Foundation – Employee Hazard Pay $109,578.50 CDBG CV3 Program Funded Service Providers
Cambridge Academies – HOST House Shelter Program $200,000 Cambridge Academies – Naomi’s House Shelter Program $200,000 Center for Human Services – Family Resource Center Concrete Support $200,000 Community Housing and Shelter Services – Rental Assistance Program $180,000 Haven Women’s Center of Stanislaus – Haven Emergency Shelter Program $166,204 Salvation Army – Red Shield – Feed the Need Program $200,000 The competitive grant review process utilized a Grant Review Panel made up of representatives from each of the Urban County’s members and the CSOC to assure progress towards meeting the Con Plan’s priorities and addressing community needs.

As the Urban County’s lead entity, county staff administratively supported all of the Urban County members on their paths towards meeting the goals in the Con Plan. The following were the projects that the Stanislaus Urban County Members had underway in the last fiscal year.

Stanislaus Urban County Members Infrastructure Projects Stanislaus County: West Modesto Infrastructure Improvements Project City of Ceres: Morrow Village Phase III Improvements Project City of Hughson: 2nd Street Improvements Infrastructure Project City of Newman: Steffensen-Sunshine Area Infrastructure Project City of Oakdale: Southwest Downtown Safe Routes to School Improvements Project City of Patterson: Washburn Infrastructure Improvements Project City of Riverbank: Water and Sewer Line- High Street/Riverside Drive Project City of Waterford: G Street Infrastructure Improvements Project [Space below intentionally left blank.]
35 DRAFT CAPER 12
OMB Control No: 2506-0117
CR-10 – RACIAL AND ETHNIC COMPOSITION OF FAMILIES ASSISTED

DESCRIBE THE FAMILIES ASSISTED (INCLUDING THE RACIAL AND ETHNIC STATUS OF FAMILIES ASSISTED). 91.520(A)
Race/Ethnicity CDBG % ESG % HOME %
White 1,508 79.3% 139 34.4% 0 N/A
Black or African American 132 6.9 45 11.1 0 N/A
Asian 12 0.6 4 0.9 0 N/A
American Indian or American Native 42 2.2 4 0.9 0 N/A
Native Hawaiian or Other Pacific Islander 20 1.0 5 1.2 0 N/A Other 186 9.7 206 51.1 0 N/A
Refused to Answer - - - - 0 N/A
Total 1,900 100 403 100 0 N/A
Hispanic 1,207 63.5 147 36.4 0 N/A
Not Hispanic 693 36.4 256 63.5 0 N/A
Table 2 – Table of Assistance to Racial and Ethnic Populations by Source of Funds Race/Ethnicity CDBG CV %
White 1,615 81.60%
Black or African American 155 7.83
Asian 17 0.85
American Indian or American Native 23 1.16
Native Hawaiian or Other Pacific Islander 14 0.70
Other 155 7.83
Refused to Answer - -
Total 1,979 100
Hispanic 1,415 71.50
Not Hispanic 564 28.49
Table 2 A – Table of Assistance to Racial and Ethnic Populations by Source of Funds

NARRATIVE
The Urban County identifies priority needs and offers services and programs to eligible individuals and households regardless of race and ethnicity. Tables 2 and 2 A above reflect the CDBG-PSG, ESG, and CDBG CV programs administered Fiscal Year 2024-2025 and is auto generated by the HUD CAPER template reflecting demographic information provided by participants and recorded in the HUD Integrated Disbursement and Information System (IDIS) reporting system.

CDBG-PSG funds were used by several non-profits that addressed the needs of special populations in the Urban County. Of the total nineteen hundred (1,900) individuals assisted, approximately five hundred (500) individuals with disabilities were assisted, nine hundred four (904) were assisted with emergency food, eight hundred twenty (820) were assisted with shelter, and seven hundred sixty-one (761) were assisted with utility assistance. Among the total assisted individuals, there were ninety-two (92) female head of households, eighty (80) veterans, one hundred forty-four (144) seniors, one hundred eighteen (118) domestic violence victims, and one thousand thirty-eight (1,038) homeless. Of those assisted, thirty 36 DRAFT CAPER 13
OMB Control No: 2506-0117
(30) were provided with homeless prevention services, seven hundred thirty-two (732) were provided case management, and nine hundred four (904) were provided emergency food assistance.

ESG funds were used by several non-profits that assisted homeless persons and families, both the chronically homeless populations and temporarily homeless households, make a transition to permanent housing and independent living. While enrolled in these programs, case managers worked with each household to set goals and work on a housing action plan in order to identify and connect with any needed services such as: Temporary Assistance for Needy Families (TANF), food stamps, Veteran’s benefits, future employment opportunities, etc. ESG homeless prevention and rapid re-housing funds placed thirteen (13) homeless individuals into permanent housing with all eight being stably housed by the end of the fiscal year.

ESG funds were also used to provide emergency shelter to homeless individuals and households. Clients that showed progress and motivation toward self-sufficiency receive extended case management in conjunction with rapid re-housing assistance funds to assist in the placement of job and permanent housing. Shelter service providers assisted sixteen individuals to obtain housing this last fiscal year. The ESG funded programs assisted a total of four hundred three (403) individuals throughout the fiscal year. [Space below intentionally left blank.]
37 DRAFT CAPER 14
OMB Control No: 2506-0117
CR-15 – RESOURCES AND INVESTMENTS 91.520(A)
IDENTIFY THE RESOURCES MADE AVAILABLE.

Source of Funds Resources Made Available Amount Expended During Program YearProgram Year 2024 CDBG $2,305,008 $1,727,261
ESG 2023 $208,317 $176,343
ESG 2024 $205,225 $66,215
HOME $1,262,718 76,808
Table 3 – Resources Made Available

NARRATIVE
The annual entitlement CDBG, HOME,ESG and CARES Act CDBG CV funding, in the amounts identified in Table 3 – Resources Made Available, continued to provide much needed public infrastructure, public services, and support to alleviate the impact of CVOID 19, especially for the most vulnerable in the community Collectively, CDBG and ESG funding assist the Urban County in addressing infrastructure needs and to provide services to the most vulnerable of our community. When other resources are available, Urban County members leverage CDBG funds with local, state, or other federal funds. In Fiscal Year 2024-2025, CDBG and ESG activities leveraged two million five hundred fourteen thousand one hundred sixty-eight dollars ($2,514,168) and one million two hundred fifty-four thousand nine hundred eighty-six dollars ($1,254,986) respectively to support service delivery. There was no HOME funding expended in Fiscal Year 2024-2025 and there is no match or leveraged funding to report. [ Space below intentionally left blank. ]
38 DRAFT CAPER 15
OMB Control No: 2506-0117

IDENTIFY THE GEOGRAPHIC DISTRIBUTION AND LOCATION OF INVESTMENTS Target Area Planned % of
Allocation
Actual % of
Allocation Narrative Description
Ceres 16 16 Infrastructure, Public Services, and
Economic Development
Newman 9 9 Infrastructure, Public Services, and
Economic Development
Oakdale 10 10 Infrastructure, Public Services, and
Economic Development
Patterson 11 11 Infrastructure, Public Services, and
Economic Development
Riverbank 9 9 Infrastructure, Public Services, and
Economic Development
Stanislaus Urban County 20 20 Infrastructure, Public Services, and Economic Development
Unincorporated Stanislaus
County 8 8 Infrastructure, Public Services, and Economic Development Waterford 9 9 Infrastructure, Public Services, and
Economic Development
Hughson 8 8 Infrastructure, Public Services, and
Economic Development
Turlock N/A N/A Affordable Housing and Services
Table 4 – Identify the Geographic Distribution and Location of Investments

NARRATIVE
CDBG funding is allocated among all the Urban County’s members based on a population and poverty formula, along with an equitable amount of funding for administration. Stanislaus County, as lead entity, receives a greater percentage of funding for administration. Each member sets their own priority for public infrastructure projects. In many neighborhoods and communities within the Urban County’s planning area, public infrastructure is minimal or non-existent, causing this to be a high priority need.

Infrastructure such as sewer, water, curb, gutter, sidewalk, and storm drainage are typical development standards in newer neighborhoods but are non-existent or antiquated in older neighborhoods. The Urban County members each use the majority of their annual CDBG entitlement funds for infrastructure improvement-related projects. CDBG-PSG and ESG funding, are made available for use throughout the entire Urban County planning area. CDBG funding is also used to fund fair housing services throughout the Urban County.

HOME funding is allocated among all the Stanislaus HOME Consortium members based on a population and poverty formula for activities. All members are given the opportunity to propose projects using their HOME allocation, with a requirement that funding for the project(s) must be encumbered for use within six (6) months of the beginning of each fiscal year. Unencumbered funds will be utilized by Stanislaus County, as lead entity, in delivery of eligible housing programs and projects. Programs and projects will be developed through the release of request for proposal (RFP) for housing rehabilitation services, down payment assistant services, and general affordable housing projects for the entire Stanislaus HOME Consortium. The County will retain an ongoing list of projects, developed from RFPs (to be released to 39 DRAFT CAPER 16
OMB Control No: 2506-0117
developers, realtors, and with others interested in participating in affordable housing development) seeking funding for projects. The project list will be prioritized based on community need, project feasibility (i.e., funding, entitlements, design stage, etc.), and time frame for full implementation.

LEVERAGING
Explain how federal funds leveraged additional resources (private, state and local funds), including a description of how matching requirements were satisfied, as well as how any publicly owned land or property located within the jurisdiction that were used to address the needs identified in the plan.

LEVERAGING RESOURCES
CDBG and ESG activities leveraged two million five hundred fourteen thousand one hundred sixty-eight dollars ($2,514,168) and one million two hundred fifty-four thousand nine hundred eighty-six dollars ($1,254,986) respectively to support service delivery. The sources of leveraged funding included: private donations, other local funding, program income, and in-kind donations. Match was not required of the CDBG funded service providers during, however, awarded agencies were still required to report the amounts.
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OMB Control No: 2506-0117
FISCAL YEAR SUMMARY – HOME MATCH
Excess match from prior Federal fiscal year $0
Match contributed during current Federal fiscal year $0 Total match available for current Federal fiscal year (Line 1 plus Line 2) $0 Match Liability for current Federal fiscal year $0
Excess match carried over to next Federal fiscal year (Line 3 minus Line 4) $0

MATCHING
Under the ESG program (federal and state), fifty percent (50%) of the costs related to the projects are reimbursed and the remainder of the costs paid by non-ESG match funding sources (i.e., local unrestricted donations). In this manner, the subrecipient in turn commits their dollar-to-dollar match by paying the remainder of the expenses from non-ESG sources.

The HOME Program requires that a contribution or match of no less than twenty-five (25) cents for each dollar of HOME funds be spent on affordable housing. HOME housing development projects selected through an RFP process will be subject to meeting the match requirement. For this reporting period there were no housing activity funds expended.
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41 DRAFT CAPER 18
OMB Control No: 2506-0117
CR-20 - AFFORDABLE HOUSING 91.520(B)
EVALUATION OF THE JURISDICTION’S PROGRESS IN PROVIDING AFFORDABLE HOUSING, INCLUDING THE NUMBER AND TYPES OF FAMILIES SERVED, THE NUMBER OF EXTREMELY LOW-INCOME, LOWINCOME, MODERATE-INCOME, AND MIDDLE-INCOME PERSONS SERVED.

One-Year Goal Actual
Number of Homeless households to be
provided affordable housing units 0 0
Number of Non-Homeless households to be
provided affordable housing units 10 0
Number of Special-Needs households to be
provided affordable housing units 0 0
Total 10 0
Table 5 – Number of Households
One-Year Goal Actual
Number of households supported through
Rental Assistance 0 0
Number of households supported through
The Production of New Units 0 0
Number of households supported through
Rehab of Existing Units 11 0
Number of households supported through
Acquisition of Existing Units 0 0
Total 11 0
Table 6 – Number of Households Supported

DISCUSS THE DIFFERENCE BETWEEN GOALS AND OUTCOMES AND PROBLEMS ENCOUNTERED IN MEETING THESE GOALS.

As the second year of the Stanislaus HOME Consortium, efforts continued to be focused on establishing the program foundation which included contracting with a housing services provider to assist with preparing policies and procedures and a Request for Proposals (RFP) for housing development projects and services. Efforts also included collaborating with the City of Turlock to develop a joint Request for Proposals (RFP) for housing development and services that recognizes funding from the prior HOME Consortium that are still administered by the City of Turlock.

DISCUSS HOW THESE OUTCOMES WILL IMPACT FUTURE ANNUAL ACTION PLANS.

The Stanislaus HOME Consortium will continue to coordinate at a regional level with the Stanislaus Regional Housing Authority (SRHA), non-profit housing developers, the CSOC (and participating agencies with housing funds), and other entitlement jurisdictions (City of Modesto) to address affordable housing issues as well as homeless prevention strategies. New sources of funding for the planning and development of affordable housing have been made available at the state level and efforts continue throughout Stanislaus County to accelerate affordable and market-rate housing in Stanislaus County; however, while the new source of funding will aid the efforts to address affordable housing needs, the 42 DRAFT CAPER 19
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high cost of developing affordable housing will remain a challenge in getting actual units developed in the volume needed.

State funding has become increasingly dependent on state certification of jurisdictions (cities and counties) General Plan Housing Elements. The members of the Stanislaus HOME Consortium and Urban County continue in their efforts to attain state certification of their respective housing elements. As June 30, 2025, the cities of Ceres, Newman had attained certification.

With respect to HUD funding, there are simply not enough funds available from the yearly CDBG and HOME allocation or remaining one million two thousand eight hundred five dollars ($1,002,805) in NSP PI to make any significant impact on the Stanislaus HOME Consortium’s affordable housing need. The Urban County will continue to use its annual CDBG allocation to: improve the public infrastructure needed to preserve existing affordable housing and support new affordable housing, and to provide fair housing services to assist with tenant/landlord issues. Moving forward in Fiscal Year 2025-2026 the HOME Consortium members will combine their previous through an RFP process. The HOME funding is available will be made available.

INCLUDE THE NUMBER OF EXTREMELY LOW-INCOME, LOW-INCOME, AND MODERATE-INCOME

PERSONS SERVED BY EACH ACTIVITY WHERE INFORMATION ON INCOME BY FAMILY SIZE IS REQUIRED TO DETERMINE THE ELIGIBILITY OF THE ACTIVITY.

Number of Persons Served CDBG Actual Percentage HOME Actual Percentage Extremely Low-income 1,378 72.53% 0 0%
Low-income 516 27.16% 0 0%
Moderate-income 6 0.32% 0 0%
Total 1,900 100% 0 0%
Table 7 – Number of Persons Served

NARRATIVE
The Urban County does not use CDBG funds directly for affordable housing development but does provide CDBG-PSG and ESG funding to assist the homeless and those at risk of becoming homeless with housing needs. ESG demographical information is shown in CR- 65 Persons Served.

During Fiscal Year 2024-2025, nineteen hundred (1,900) individuals received services from the five (5) non-profit service providers awarded CDBG PSG funding and two hundred thirty-five (235) individuals received services from the eight (8) non-profit service providers awarded CDBG CV funding. Services received included: emergency food assistance, utility assistance, respite childcare, case management, shelter services, education classes, and resource referrals.

A total of one hundred thirty-six (136) clients with special needs were assisted in obtaining shelter services through ESG funded programs and a total of thirteen (13) individuals were assisted with ESG funds in finding affordable rental housing.

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43 DRAFT CAPER 20
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CR-25 - HOMELESS AND OTHER SPECIAL NEEDS 91.220(D, E); 91.320(D, E); 91.520(C) EVALUATE THE JURISDICTION’S PROGRESS IN MEETING ITS SPECIFIC OBJECTIVES FOR REDUCING AND ENDING HOMELESSNESS THROUGH:

Reaching out to homeless persons (especially unsheltered persons) and assessing their individual needs.

The Urban County utilized CDBG PSG and ESG funding to implement outreach strategies to assist in addressing the homeless population. The Urban County awarded grants to non-profit homeless service providers to provide: homeless prevention, case management, food, shelter, and rapid re-housing. All grantees are required to actively participate in the CSOC in an effort to enhance the coordinated outreach and engagement efforts to the homeless population. The Urban County continued to be actively involved in the development and planning of the local CSOC's outreach and engagement efforts to identify needs and gaps in services for the homeless. The CSOC has developed a system for coordinated intake, assessment, and referral that fully complies with federal CoC requirements.

In Fiscal Year 2024-2025, ESG funding was also provided to non-profit service providers to assist with Homeless Management Information System (HMIS) data entry. During the fiscal year, a total of three hundred sixty-nine (369) individuals were sheltered and thirteen (13) individuals obtained housing through ESG funded programs. All Urban County ESG funded non-profits maintain client information in the HMIS system and track the progress of the clients while in the programs. Once out of the programs, progress is difficult to track due to lack of funding to pay for the cost of follow-up.

In addition to federal ESG funding, the County’s has also served as the Administrative Entity for the local Continuum of Care (CoC) for California Emergency Solutions Grants (CA-ESG) funding since 2017. CA-ESG funding administered during fiscal year included the annual allocation and the continued expenditure of CA-ESG CV funding used throughout Stanislaus County.

Activities undertaken utilizing CA-ESG CV funding included a youth low barrier shelter with a navigation center that coordinates the needs of homeless and emancipated youth.

The members of the Stanislaus HOME Consortium and Urban County, through participation in the CSOC, continue to engage in homeless discharge coordination through participation in the Stanislaus County Hospital and Shelter Partners (SCHSP) meetings. Since April 2019, the Hospital Council of Northern California has coordinated SCHSP monthly meetings with representatives from local hospitals, homeless shelters, public agencies, and stakeholder groups to plan for the discharge of homeless individuals from health care facilities to comply with SB 1152. The objective has been to create a community standard of care and greater connection and cooperation between discharging and receiving providers of services for the homeless.

Addressing the emergency shelter and transitional housing needs of homeless persons.

Throughout Fiscal Year 2024-2025, the Urban County provided CDBG-PSG and ESG grant funding to various emergency shelters and housing service providers to address emergency shelter needs of homeless persons and households. A total of sixteen (16) emergency shelter clients subsequently received housing assistance and became stably housed.
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The Stanislaus HOME Consortium and Urban County have been working in collaboration with the local CoC, currently recognized as the CSOC, for over twenty-four (24) years to improve services for the homeless and those at risk of homelessness. This collaborative is comprised of the Stanislaus Regional Housing Authority (SRHA), the City of Turlock, the City of Modesto, various County’s Departments (Behavioral Health and Recovery Services [BHRS], Community Services Agency [CSA], and Planning & Community Development), shelter providers, housing and housing counseling services providers, faithbased organizations, and over a dozen housing and supportive service providers.

The HMIS sub-committee of the CSOC, continued to work diligently throughout the fiscal year to improve the data quality of the current HMIS system. Through ESG funding from the Urban County, Community Housing and Shelter Services (CHSS) has entered non-HUD funded homeless service providers client information into the HMIS system. This data allows the CSOC’s homeless data collection to be a much more valuable tool for tracking individuals patterns into and out of homelessness. Improving data quality will allow funding to be better prioritized to meet homeless population needs within Stanislaus County.

While not funded by the Urban County, the following are some of the facilities available, and efforts undertaken, during the fiscal year to address the emergency shelter and transitional housing needs of homeless persons countywide:

Access Center Emergency Shelter (ACES)
The Access Center Emergency Shelter (ACES), located in the City of Modesto, is a one hundred eightytwo (182) bed, low-barrier, shelter focused on providing shelter to the most vulnerable unsheltered population by decreasing common barriers to individuals accepting shelter service, such as, pets, partners, and possessions. ACES opened November 26, 2019 and operated by the Salvation Army through an agreement approved by the Board of Supervisors on October 1, 2019. Included in the bed count is a twenty-two (22) bed dorm area available for those individuals experiencing homelessness that suffer from a significant mental illness. This dorm-style room reduces instances of victimization and increases the efficacy of therapeutic intervention. The County’s Community Assessment Response and Engagement (CARE) Team is also able to use the location to provide case management and shelter to the most vulnerable unsheltered individuals. ACES has also afforded an opportunity for the most vulnerable unsheltered population to be sheltered and connected with case management services, with a strong emphasis on assisting shelter guests to become document ready for entry into the community’s coordinated entry housing continuum. Additionally, Stanislaus County Animal Services Agency partnered with ACES to create a healthy pets program. This program provides pet food, crates, and animal health services to pets residing at ACES. A total of six hundred seventeen (617) homeless individuals were provided shelter services this fiscal year.

Empire Cold Weather Family Shelter
The Empire Cold Weather Family Shelter, located in the community of Empire, was initiated by the County’s Community Services Agency (CSA) in November 2018 as a partnership with the SRHA. The target population served are families who are currently being case managed in CSA Housing Support Program (HSP) unit, have used all available temporary shelter nights, are still engaged in the search for permanent housing and have been unsheltered the longest based on date of referral to the HSP program.

CSA works in partnership with Community Housing and Shelter Services (CHSS) for placement of 45 DRAFT CAPER 22
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families at the Empire Cold Weather Family Shelter and has an existing contract with CHSS to administer, arrange and facilitate temporary housing services to CalWORKs and Welfare-to-Work eligible families. CHSS also provides case management services, which include assisting and educating participants on their income, household budgets, and housing options; aiding participants in completion of housing applications and landlord outreach; and providing housing search workshops.

The Empire Migrant center consists of ninety (90) dwelling units used for farmworker housing from April to October each year. This project allows CSA to use twenty-two (22) units during the months of November through March. In Fiscal Year 2024-2025, twenty-two (22) families and sixty-four (64) individuals were served with case management services. Of the families served, eighty-seven percent (87%) received permanent housing.

Family Housing Facility (FHF)
In November 2019, CSA began leasing a motel, located in Modesto area, to operate a year-round family shelter using the model implemented at the Empire Cold Weather Family Shelter. The property has twenty-three (23) units and a three (3) room office space.

CSA works in partnership with CHSS for placement at FHF. CHSS services include primary case management oversight which include: assisting participants with household budget, understanding their income, housing options, completing housing application, landlord outreach and housing search workshops, working with families to remove barriers to self-sufficiency, and connecting families to applicable and relevant community resources.

In Fiscal Year 2024-2025, the FHF program continued running at full capacity, served thirty-nine (39) families receiving case management services and employment services/employment connections.

FHF complements the seasonal Empire Cold Weather Shelter by offering continuous availability throughout the year, prioritizing families with longer-term unsheltered status or those nearing exhaustion of temporary shelter nights. Through integrated services and stable housing options, FHF reinforces the County’s homelessness prevention and support strategy.

Access Center
On February 3, 2020, the Access Center, a “hub location” for multiple homeless programs and the entry way into the shelter system, opened in the City of Modesto. The Access Center serves as a onestop hub and physical entry point for individuals at-risk of or currently experiencing homelessness to access a wide range of co-located homelessness services including centralized homeless outreach and engagement; housing assessments and navigation; and homelessness support services and referrals.

The Access Center also employs a “meet you where you are” strategy that has specialized homeless outreach workers meet individuals on the street and in homeless encampment areas and encourages individuals to connect to services.

The following partners are co-located at the Access Center: Center for Human Services; Community Housing and Shelter Services; Community Impact Central Valley; Disability Resource Agency for Independent Living; Downtown Streets Team Modesto; Golden Valley Health Centers; Salvation Army - Modesto; Stanislaus County (Behavioral Health and Recovery Services and Community Services Agency); Telecare Corporation; and Turning Point Community Programs. 46 DRAFT CAPER 23
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ACES provides low barrier shelter, including accommodations for pets, partners, and personal possessions and provides a trauma informed environment with flexible intake and supportive services.

Naomi’s House
Naomi’s House is a transitional living and shelter program located in the City of Patterson run by Cambridge Academies, a nonprofit founded in 2004 focused on education and shelter assistance.

It provides safe, transitional housing for homeless women and children on the west side of Stanislaus County, including areas like Patterson, Crows Landing, Newman, and nearby communities.

The program uses Cambridge Academies’ Enterprise RESTART model - a six to eight (6-8) month residential and workforce development program. It equips residents with life and employment skills such as literacy, goal-setting, conflict resolution, and work readiness, aiming to empower men at Sierra House and women at Naomi’s House to pursue employment, education, or training after graduation
Sierra House — City of Riverbank’s Shelter & Service Program Sierra House is a residential training and shelter program operated collaboratively by the City of Riverbank and Cambridge Academies. The City acquired the property specifically to offer a structured pathway out of homelessness for vulnerable individuals in the community. The live-in component provides GED and life-skills training alongside case-managed support. Cambridge Academies staff oversee operations.

Adjacent to the main site, their Day-Use Facility offers essential services to Riverbank’s unhoused population, including hot showers, clean clothing, and warm meals.

Helping low-income individuals and families avoid becoming homeless, especially extremely lowincome individuals and families and those who are: likely to become homeless after being discharged from publicly funded institutions and systems of care (such as health care facilities, mental health facilities, foster care and other youth facilities, and corrections programs and institutions); and, receiving assistance from public or private agencies that address housing, health, social services, employment, education, or youth needs.

The Stanislaus Urban County continued to actively participate in the CSOC to ensure CDBG PSG and ESG funding aligned with countywide efforts to help low-income individuals and families to avoid becoming homeless. CSOC efforts include improving the program planning for homeless funding utilization throughout Stanislaus County and working with private hospitals to encourage the incorporation of rental assistance and case management into discharge planning. CSOC representatives actively collaborate with the County Sheriff’s Office and the Probation Department to identify services available for recently discharged parolees to help prevent homelessness among that population. Non-profits awarded CDBG PSG and ESG funding are required to participate in the CSOC as part of the effort to ensure alignment with the broader community efforts to address homelessness and to allow for education opportunities on new community programs that can add value to existing programs. 47 DRAFT CAPER 24
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Helping homeless persons (especially chronically homeless individuals and families, families with children, veterans and their families, and unaccompanied youth) make the transition to permanent housing and independent living, including shortening the period of time that individuals and families experience homelessness, facilitating access for homeless individuals and families to affordable housing units, and preventing individuals and families who were recently homeless from becoming homeless again.

The Stanislaus Urban County partnered with CHSS, CHS, Turning Point Community Programs, and the We Care Program to help homeless individuals and families make a transition to permanent housing and independent living. With the use of ESG grant funds, both the chronically homeless populations and temporarily homeless households were provided the opportunity to be placed into permanent housing.

While enrolled in these programs, case managers work with each household to set goals and work on a housing action plan in order to identify and connect with any needed services, such as: Temporary Assistance for Needy Families (TANF), Food Stamps, Veteran’s Benefits, future employment opportunities, etc. Throughout the fiscal year, ESG shelter, homeless prevention, and rapid re-housing funds placed thirteen (13) homeless individuals into permanent housing. At the end of the fiscal year, eight (8) of those individuals were stably housed.

Center for Human Services and the We Care Program utilized ESG funds to provide emergency shelter to homeless individuals. Clients that showed progress toward self-sufficiency received extended case management in conjunction with rapid re-housing assistance funds to assist in the placement of job and permanent housing placement.
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CR-30 - PUBLIC HOUSING 91.220(H); 91.320(J)
ACTIONS TAKEN TO ADDRESS THE NEEDS OF PUBLIC HOUSING.

In California, public housing is administered directly through local Public Housing Authorities (PHAs). The Stanislaus Regional Housing Authority (SRHA) continues to play a vital role in addressing housing needs across Stanislaus County, particularly for extremely low and very low-income households. The SRHA is the largest property manager of multi-family and single household public housing units for the lower income population of Stanislaus County. And the SRHA also serves as the administrator of the Housing Authority of the City of Riverbank is committed to providing decent affordable housing to its residents and, in doing so, the SRHA keeps public housing units in favorable conditions so that its residents have a safe and healthy living environment. According to the SRHA 2024 PHA Plan, the SRHA currently operates six hundred forty-seven (647) public housing units and four thousand nine hundred twenty-nine (4,929) housing choice vouchers as the SRHA and a combined total of ninety (90) units (all public housing units) as the Housing Authority of the City of Riverbank. The Housing Authority of the City of Riverbank operates sixty (60) units for seniors and thirty (30) family units for low-income households.

The SHRA operates an overall one thousand eight hundred seventy-two (1,872) housing units that include conventional public housing, affordable rental development, and specialized farm labor housing.

As of FY 2024, the housing authority’s portfolio includes:
 Six hundred forty-seven (647) public housing units under the Asset Management Program (AMP), located throughout the cities of Modesto, Turlock, Ceres, Oakdale, Patterson, Newman, Hughson, and Westley.
 Five hundred eighty (580) farm labor and migrant worker housing units, providing safe and affordable seasonal housing in rural communities such as Empire, Westley, Patterson, and Ceres.  Five hundred fifty (550) affordable housing units managed independently or in partnership with nonprofit developers, that serve low-income individuals and families, some of which are financed through USDA or other state/federal programs.

These units are managed and maintained by SRHA to HUD standards and contribute to the County’s broader affordable housing inventory. The Stanislaus HOME Consortium coordinates closely with SRHA to align planning, voucher administration, and other programs in support of shared housing goals.

Of four thousand nine hundred twenty-nine (4,929) vouchers in Stanislaus County, two hundred twelve (212) vouchers are specifically for homeless veterans (Veterans Affairs Supportive Housing [VASH] vouchers), two hundred seventy (270) vouchers are specifically for reunifying families that are facing homelessness or living in substandard housing with children removed from the home, three hundred eighty (380) are project-based vouchers, and eleven (11) are project-based vouchers for a senior complex in the City of Patterson.

During the fiscal year, SRHA’s public housing stock remained a critical component of the affordable housing landscape, particularly as the demand for deeply affordable units outpaced supply across Stanislaus County. The Stanislaus HOME Consortium continues to support regional collaboration and strategic planning to preserve and expand housing opportunities for vulnerable households. The SRHA 49 DRAFT CAPER 26
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and the Stanislaus HOME Consortium have a strong relationship and continue to work together towards furthering decent, safe, and affordable housing throughout the community.

ACTIONS TAKEN TO ENCOURAGE PUBLIC HOUSING RESIDENTS TO BECOME MORE INVOLVED IN MANAGEMENT AND PARTICIPATE IN HOMEOWNERSHIP.

SRHA has a Resident Advisory Board (RAB) which is comprised of PHA and Voucher program participants.

Any time there are substantial policy changes (such as prioritization of the wait list, program termination changes, or areas where there is flexibility in establishing program guidelines), this board must be notified and given an opportunity to respond by either supporting and/or rejecting policy changes. The RAB’s determination then goes to the Housing Authority Board of Commissioners (BOC) for consideration of whether to support or reject. The SRHA is required to have program participants sit on their BOC per regulations.

ACTIONS TAKEN TO PROVIDE ASSISTANCE TO TROUBLED PHAS.

There are no PHA’s operating within the Stanislaus HOME Consortium area that are troubled and/or that have requested assistance.
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CR-35 - OTHER ACTIONS 91.220(J)-(K); 91.320(I)-(J)

ACTIONS TAKEN TO REMOVE OR AMELIORATE THE NEGATIVE EFFECTS OF PUBLIC POLICIES THAT SERVE

AS BARRIERS TO AFFORDABLE HOUSING SUCH AS LAND USE CONTROLS, TAX POLICIES AFFECTING LAND,

ZONING ORDINANCES, BUILDING CODES, FEES AND CHARGES, GROWTH LIMITATIONS, AND POLICIES AFFECTING THE RETURN ON RESIDENTIAL INVESTMENT. 91.220 (J); 91.320 (I) The Con Plan identifies the following public policies as having the potential to negatively affect affordable housing and residential investment: shortage of affordable housing funding, climate change, environmental protection, growth management, planning and development fees, and prevailing wages.

To address the potential negative effects of these policies, the members of the Stanislaus HOME Consortium strive to consistently review all potential barriers to affordable housing that are within their authority to address (local development standards and development review procedures); to continue to pursue and utilize available funding for mortgage assistance and housing rehabilitation; and to continue to work with, and partner with, housing developers, from the nonprofit and for-profit sectors, to promote the development of affordable housing and special-needs housing.

During the fiscal year, Stanislaus County continued to take steps to address barriers to affordable housing, even though no new construction was completed using CDBG or HOME funds. The Stanislaus HOME Consortium prioritized long-term planning and policy work, including efforts to rezone land in key areas to facilitate the development of affordable housing. These zoning changes are aimed at increasing the availability of multifamily and mixed-use sites, reducing regulatory constraints, and aligning with the County’s Housing Element goals. These actions lay the groundwork for future affordable housing projects by improving the feasibility of development and attracting affordable housing developers.

The members of the Stanislaus HOME Consortium continued to take steps to program various state funding sources aimed at increasing the production of housing. Funding sources include the SB 2 Planning Grant and Permanent Local Housing Allocation (PLHA) is an ongoing state funding source that is based on the Stanislaus Urban County’s 2017 CDBG entitlement allocation. As such, the funding is targeted for use in the unincorporated areas of Stanislaus County along with cities of: Ceres, Hughson, Newman, Oakdale, Patterson, and Waterford. The City of Riverbank joined the Stanislaus Urban County in Fiscal Year 2020- 2021 and, as such, is eligible for PLHA funding directly from the state. The City of Turlock, although a member of the HOME Consortium also receives its own PLHA allocation from the state. PLHA funding provides for the: acquisition/development of permanent supportive housing, development/preservation of ADUs, fiscal incentives, and multi-family rental housing.

ACTIONS TAKEN TO ADDRESS OBSTACLES TO MEETING UNDERSERVED NEEDS. 91.220(K); 91.320(J) The Urban County continuously tries to identify community needs through community and program engagement. Applications for CDBG Public Service Grant (CDBG PSG) and ESG grants are reviewed and scored based on defined criteria that emphasize: collaboration, prevention focused services, and innovative methods to providing public services. The grant review panel for both CDBG PSG and ESG funding is comprised of one representative from each for Urban County members and a representative from the CoC to ensure needs being addressed are reflective of the entire Urban County area and align with efforts being taken by other agencies throughout Stanislaus County. 51 DRAFT CAPER 28
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A total of three hundred twenty five thousand dollars ($325,000) in CDBG-PSG funds were allocated based on a competitive grant process to which public service providers had the opportunity to apply for grants up to thirty-five thousand dollars ($35,000) and up to fifty percent (50%) of the CDBG public services allocation for prioritization funding for substance abuse-treatment programs. A total of eight (8) grants were awarded to non-profits to provide services such as: food assistance, emergency shelter, counseling, utility assistance, and tutoring to areas and individuals. CDBG funding in the amount of twenty-five thousand dollars ($25,000) for fair housing services was awarded to Project Sentinel. Over nineteen hundred (1,900) individuals received assistance through the CDBG-PSG funded service providers throughout Fiscal Year 2024-2025.

For Fiscal Year 2024-2025, a total of one hundred eighty-nine thousand eight hundred thirty-four dollars ($189,834) in ESG funds were allocated based a competitive grant process. A total of forty-five percent (45%) of the grants awarded went towards emergency shelter programs, forty percent (40%) went toward homeless prevention and rapid re-housing program, seven and a half percent (7.5%) went towards funding data entry for the Homeless Management and Information System (HMIS), and the remaining seven and a half percent (7.5%) went to Stanislaus County for the administration of the ESG program.

Approximately four hundred three (403) homeless persons, or persons at-risk of becoming homeless, were assisted with overnight shelter, emergency food, and housing stability assistance throughout the fiscal year.

In addition to the allocation of Fiscal Year 2024-2025 CDBG and ESG entitlement funding, the remaining Fiscal Year 2023-2024 ESG entitlement funding contracts along with CDBG CV contracted funding were used to provide a variety of services aimed at meeting the needs of the community. Section CR-15 – Resources and Investments states the amounts expended by all funding sources.

ACTIONS TAKEN TO REDUCE LEAD-BASED PAINT HAZARDS. 91.220(K); 91.320(J) The Health Services Agency (HSA) of Stanislaus County is the lead agency for the identification, documentation, and prevention of lead poising in Stanislaus County. HSA works with referrals from schools and other agencies to test for lead-based paint hazards. During the fiscal year, approximately twelve (12) homes were tested and three (3) were found to have contamination. If a housing unit is found to have lead-based paint, the abatement process and consequences of living in a home that is contaminated, is explained to the residents. The Urban County members provide lead-based paint information to all residents that participate in the down payment assistance and/or housing rehabilitation programs. If, during a housing rehabilitation, a housing unit is found to have any lead-based paint issues, information on the dangers of lead-based paint is provided to the property owner and lead abatement is conducted as part of the rehabilitation work. Every effort is made to provide a safe and healthy housing opportunity for clients participating in Stanislaus Urban County funded housing assistance programs.

During the fiscal year , no activities necessitating the need to test for lead-based paint were undertaken.

ACTIONS TAKEN TO REDUCE THE NUMBER OF POVERTY-LEVEL FAMILIES. 91.220(K); 91.320(J) To reduce the number of persons living under the poverty level, the Urban County has continued its partnership with other local entitlement jurisdictions, agencies, and the CSOC, to provide services and resources to families in need.

The Stanislaus Urban County supported local nonprofit agencies through three hundred twenty-five thousand dollars ($325,000) in CDBG PSG and one hundred eighty-nine thousand eight hundred thirty52 DRAFT CAPER 29
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four dollars ($189,834) in ESG funds, which provided services aimed at stabilizing low-income households.

Funded programs included emergency shelter operations, homeless prevention services, housing navigation, and case management. These services support individuals and families in obtaining or maintaining stable housing, reducing the likelihood of continued or recurring poverty.

ACTIONS TAKEN TO DEVELOP INSTITUTIONAL STRUCTURE. 91.220(K); 91.320(J) The strategies identified in the Con Plan for overcoming gaps in the institutional structure and service delivery system for carrying out a strategy to address priority needs are to: 1) continue to work collaboratively with service and shelter providers to identify and address gaps in the service delivery system; and 2) continue to invest time and resources to strengthen the entire CoC system and not one particular agency or organization.

The Stanislaus Urban County continued its active involvement in the Stanislaus Community System of Care (CSOC) to enhance collaboration with homeless service providers, local jurisdictions, and the Housing Authority. Staff participated in regular meetings, coordinated funding strategies, and provided technical assistance to local partners to strengthen program delivery and compliance.

During CDBG PSG and ESG program monitoring, agency-to-agency referrals are reviewed to verify that participants receiving services do not experience gaps in services as they strive to reach their goal of independence from the need of public services.

The CoC, locally recognized as the Stanislaus Community System of Care (CSOC), is a dedicated network of service providers, consumers, and government agencies that work collaboratively to identify where gaps exist and how they can be best addressed. The CSOC continues working to improve coordination among service providers and to further enhance the Coordinated Entry System (CES). The main goal of the CES is to assist service providers with tracking and responding to the needs of individuals that seek services. To date, only a limited number of service providers utilize the HMIS coordinated entry system component to track clients and report program accomplishments.

Building the capacity of non-profits continues to be an important issue for the Urban County and other entitlement jurisdictions (the cities of Modesto and Turlock). The Urban County has partnered with both the cities of Modesto and Turlock to provide technical assistance and trainings to local service providers in the areas of client screening, HMIS data collection, and basic case management requirements.

ACTIONS TAKEN TO ENHANCE COORDINATION BETWEEN PUBLIC AND PRIVATE HOUSING AND SOCIAL SERVICE AGENCIES. 91.220(K); 91.320(J)
Stanislaus County maintained coordination with the SRHA and other housing and service providers to support the planning of future affordable housing developments. The Stanislaus HOME Consortium County also collaborated with local jurisdictions and community-based organizations on fair housing outreach, housing referrals, and funding alignment.

The Stanislaus HOME Consortium recognizes it cannot work alone in achieving the housing goals outlined in the Con Plan. Therefore, the Stanislaus HOME Consortium participates with and coordinates with the following collaboratives and public housing agency in order to better serve and coordinate the needs of the community:
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Turlock Community Collaborative
This collaborative was formed to deal with homeless issues facing the Turlock community. The group is comprised of concerned community members, faith-based groups, and government agencies working together to deal with issues concerning the homeless and the community. County staff regularly attends and presents to the group on CDBG, ESG and HOME programs throughout the year.

Stanislaus Community System of Care (CSOC)
The CSOC, the locally recognized CoC, is a collaborative comprised of local government agencies, shelter providers, housing and housing counseling services providers, faith-based organizations, and over a dozen housing and supportive service providers. The Stanislaus County’s Community Services Agency (CSA), serving as the Collaborative Applicant (CA), assists the CSOC to coordinate with service providers, law enforcement, and community members to conduct the County’s annual Homeless Point in Time (PIT) Count. The Stanislaus HOME Consortium members participate in efforts to improving the functionality of the CSOC’s HMIS, including the CES component, and to update the CES policies and procedures. Fiscal year efforts have also included working with the CSOC’s CA on the operations of the HMIS in order to meet HUD’s mandate that all ESG program participants are part of and actively entering pertinent universal data elements into the HMIS.

Stanislaus Regional Housing Authority (SRHA)
The SRHA and the Stanislaus HOME Consortium have a strong relationship and continue to work towards furthering decent, safe, and affordable housing throughout the County. The SRHA serves as the administrator for housing rehabilitation and Emergency Sewer Lateral Connection programs for the County. The SRHA also serves on several housing and community development related committees alongside HOME Consortium members.

IDENTIFY ACTIONS TAKEN TO OVERCOME THE EFFECTS OF ANY IMPEDIMENTS IDENTIFIED IN THE JURISDICTION’S ANALYSIS OF IMPEDIMENTS TO FAIR HOUSING CHOICE. 91.520(A) Project Sentinel, as the Urban County’s fair housing service provider, responded to a total of three hundred nineteen (319) calls for landlord/tenant mediation and fair housing information within the Urban County area. A total seven (7) of fair housing cases and fifteen (15) tenant/landlord cases were handled by the agency during the fiscal year. Additionally, Project Sentinel fielded one hundred ninety-six (196) fair housing information and service referral calls, benefiting seven hundred eighteen (718) residents. The U.S. Department of Justice, through their Fair Housing Testing Program, contracts out with fair housing agencies to conduct testing separate from their service agreements with any jurisdiction. Project Sentinel conducted no fair housing tests within the Urban County in Fiscal Year 2024-2025.

Additional Actions Taken to Address Obstacles to Meeting Underserved Needs Some non-profits and community organizations may not be familiar with the HUD funding grant process, the Urban County, working collaboratively with agencies familiar with HUD processes, continued to share program and funding information with service providers and grassroots organizations throughout the community to better meet the needs of the community.
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An annual Notice of Funding Availability (NOFA) was announced for the release of CDBG and ESG funds for the Public Service Grant cycle. The NOFA included an announcement of a mandatory Grant Technical Workshop and a timeline for the grant cycle. The NOFA was advertised in the local newspaper, The Modesto Bee, in English and Spanish. An e-mail was sent out to all past and current grantees and applicants that had applied in the last five (5) years. County staff also announced the NOFA at the local CSOC meeting, distributed a reminder, and e-mailed the local CSOC agencies a NOFA announcement.

County staff coordinated with Stanislaus Urban County members to distribute the NOFA announcement to service providers working in their respective cities. It is with funds awarded through the NOFA process that the Stanislaus Urban County is able to provide much needed services to communities.

The annual Grant Technical Workshop provides an opportunity for questions and answers. In addition to the workshop, County staff are available via phone, in person, and by e-mail to answer questions throughout the grant application process. Once grant awards are announced, the County also requires grantees to attend a Grantee Technical Workshop prior to receiving their agreements. In the workshop, the policies, procedures, program regulations, requirements, and obligations of the grant are explained.

All grantees receive the information covered in the workshop via email.

Technical assistance is ongoing to those agencies awarded funding and those agencies interested in competing for future funding. Reference, guidance, and support materials are provided upon request, and staff is available to addressing inquiries in person, by phone/virtually, or via email. The Stanislaus Urban County is constantly looking for ways to expand service provider capacity and to encourage public and private partnerships and joint ventures between non-profit and for-profit housing developers. [ Space below intentionally left blank. ]
55 DRAFT CAPER 32
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CR-40 - MONITORING 91.220 AND 91.230
EVALUATE THE JURISDICTION’S PROGRESS IN MEETING ITS SPECIFIC OBJECTIVES FOR REDUCING AND ENDING HOMELESSNESS THROUGH:

Describe the standards and procedures used to monitor activities carried out in furtherance of the plan and used to ensure long-term compliance with requirements of the programs involved, including minority business outreach and the comprehensive planning requirements.

During the program year, the Stanislaus Urban County continued to implement its monitoring plan to ensure compliance with applicable HUD regulations for CDBG and ESG programs. Monitoring was conducted using a combination of desk reviews, on-site visits (when feasible), and virtual monitoring protocols. Funding and service agreements set clear performance measures, reporting procedures, timeliness, and budgets against which goals are measured. County staff regularly monitors compliance with contracting requirements and performance goals through the implementation and review of quarterly performance reports, reimbursement requests and desk and on-site monitoring. When necessary, County staff provided technical assistance to improve reporting and performance.

ESG financial and program files are reviewed to ensure compliance with 24 CFR Part 576, particularly around participant eligibility, habitability standards, and allowable costs. County staff reviews quarterly ESG statistical tables, narratives, HMIS activity reports, RFF forms and budget printouts, which identify the total funds used/requested by each grantee during that reporting period. ESG funded agencies are provided with ongoing HMIS system training. As part of the ESG monitoring process, only fifty percent (50%) of the costs related to the project are reimbursed, as the remainder of the costs is paid by non-ESG match funding sources (i.e., local unrestricted donations). In this manner, the subrecipient in turn ensures that dollar-to-dollar matching requirements are satisfied by paying the remainder of the expenses from non-ESG sources.

For non-profits awarded CDBG-PSG and ESG funds, County staff conducts an initial technical workshop to provide a comprehensive overview of the quarterly reporting, request for funds, and monitoring processes and requirements. County staff is available to awarded agencies during regular business hours to address technical concerns and questions as they arise. Non-profits that reach a certain performance threshold become eligible for bi-annual monitoring reviews in place of the quarterly reviews.

The County uses a risk-based approach to prioritize monitoring, giving special attention to new subrecipients, high-dollar contracts, or organizations with past performance issues. Subrecipients are evaluated based on factors such as program size, type of activity, complexity, and prior audit findings CITIZEN PARTICIPATION PLAN. 91.105(D); 91.115(D)
Describe the efforts to provide citizens with reasonable notice and an opportunity to comment on performance reports.

The following public comment period, community meeting and public hearing information provided in italics is for public notification purposes and will not be included as part of the final CAPER submitted to HUD:
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Public comment period: August 8, 2025 to August 27 2025. Written public comments must be submitted to the Stanislaus County Planning and Community Development Department by 4:30 p.m. on Tuesday, August 27, 2025. Written public comments can be mailed to 1010 10th Street, Suite # 3400, Modesto, CA 95354 or emailed to [email protected].

As part of the CAPER process the following community meetings are being held:

LIVE MEETING OPTIONS
Meeting Date: September 9, 2025 Meeting Time: 12:00 PM
Meeting Location: 1010 10th Street, Basement Training Room, Modesto, CA 95354 Meeting Date: September 9, 2025 Meeting Time: 5:30 PM
Meeting Location: 1010 10th Street, Basement Training Room, Modesto, CA 95354

VIRTUAL MEETING OPTIONS
Meeting Date: September 15, 2025 Meeting Time: 12:00 PM Meeting Location: Via Zoom
Meeting Link: https://us06web.zoom.us/j/85154170533?pwd=2wAb5XzhVaJZDFaghD9om0RbkH aY15.1
Join by Phone: +1 669 444 9171 US
Meeting ID: 851 5417 0533 Passcode: 7eGpQS
Meeting Date: September 15, 2025 Meeting Time: 5:30 PM
Meeting Location: Via Zoom
Meeting Link: https://us06web.zoom.us/j/87350952563?pwd=A5uFgbRpbPQ5eaCs4OsbT3AazCT cHu.1
Join by Phone: +1 669 444 9171 US
Meeting ID: 828 7660 0667 Passcode: nMph4y
Meeting Date: September 13, 2025 Meeting Time: 10:00 AM Meeting Location: Via Zoom
Meeting Link: https://us06web.zoom.us/j/82280046460?pwd=tJ2oOg7VpHln4NzNtNjhiNU7qxAo UZ.1
Join by Phone: +1 669 444 9171 US
Meeting ID: 843 5990 5634 Passcode: PZzQOs
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A Notice of Public Hearing and Document Availability was released in accordance with the Stanislaus HOME Consortium and Urban County’s Citizen Participation Plan advising residents of the availability of the draft CAPER for a fifteen (15) day public review period. The notice was published in both English and Spanish on August 8, 2025 in The Modesto Bee, defining the CAPER review process and how persons, agencies, and interested groups may participate; as well as instructions on how to submit written comments. As part of the public review process, notice of the Draft CAPER was also distributed electronically to the CSOC and to persons registered through the County Planning and Community Development Department’s Community Development StanAware electronic notification system. The Draft CAPER was also made available for public review via the County’s Planning and Community Development Department website and copies of the Draft CAPER were available for review at the Planning Departments of all the Stanislaus HOME Consortium members.

A public hearing will be held in accordance with the County’s Citizen Participation Plan on September 16, 2025, at 9:00 a.m., at Tenth Street Place, the County Administration Building, 1010 10th Street, Board Chambers, Modesto, CA 95354. Notice of the public hearing will be sent out through the County’s StanAware electronic notification system, the CSOC list serve, and will be made available by email to community members that had expressed interest in the CAPER. [ Space below intentionally left blank. ]
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OMB Control No: 2506-0117
CR-45 - CDBG 91.520(C)
Specify the nature of, and reasons for, any changes in the jurisdiction’s program objectives and indications of how the jurisdiction would change its programs as a result of its experiences.

No changes in the Urban County's program objectives occurred.

Does this Jurisdiction have any open Brownfields Economic Development Initiative (BEDI) grants? No.
[ Space below intentionally left blank. ]
59 DRAFT CAPER 36
OMB Control No: 2506-0117
CR-50 - HOME 24 91.520 (d)
Include the results of on-site inspections of affordable rental housing assisted under the program to determine compliance with housing codes and other applicable regulations. Please list those projects that should have been inspected on-site this program year based upon the schedule in 24 CFR 92.504 (d). Indicate which of these were inspected and a summary of issues that were detected during the inspection. For those that were not inspected, please indicate the reason and how you will remedy the situation.

There are no inspection results to report. The Stanislaus HOME Consortium has not yet funded any projects requiring inspections.

An assessment of the jurisdiction’s affirmative marketing actions for HOME units. 91.520 (e ) and 92.351 (a )
There are no marketing actions to assess. No home funds have been used for activities requiring marketing actions.

Data on the amount and use of program income for projects, including the number of projects and owner and tenant characteristics?
Not applicable. No program income has been generated by HOME funds to date.

Other actions taken to foster and maintain affordable housing. 24 CFR 91.220 (k ) The County advanced efforts to support affordable housing development through rezoning initiatives and updates to planning documents. Stanislaus HOME consortium members continued with efforts to certify and/or implement their respective Housing Elements which include policies that aim to reduce regulatory barriers and encourage the construction of affordable housing units in priority areas, including unincorporated communities and areas of high need.

Stanislaus HOME Consortium continued partnerships with the Stanislaus Regional Housing Authority and local nonprofit developers to identify sites for new affordable housing projects and preserve existing affordable units. Coordination included discussions around leveraging federal and state funds, including HOME, ESG, and PLHA, to support site acquisition, rehabilitation, and new construction. [ Space below intentionally left blank. ]
60 DRAFT CAPER 37
OMB Control No: 2506-0117
CR-58 – Section 3
TOTAL LABOR HOURS:

CDBG HOME ESG
Total Number of Activities 1 0 0
Total Labor Hours 3,920 0 0
Total Section 3 Hours 0 0 0
Total Targeted Section 3 Worker Hours 0 0 0
QUALITATIVE EFFORTS – NUMBER OF ACTIVITIES BY PROGRAM:

CDBG HOME ESG
Outreach efforts to generate job applicants who are Public Housing. 0 0 0
Outreach efforts to generate job applicants who are Other Funding Targeted Workers. 0 0 0
Direct, on-the job training (including apprenticeships). 0 0 0 Indirect training such as arranging for, contracting for, or paying tuition for, off-site training. 0 0 0
Technical assistance to help Section 3 workers compete for jobs. 0 0 0 Outreach efforts to identify and secure bids from Section 3 business. 1 0 0
Technical assistance to help Section 3 businesses understand and bid on contracts. 1 0 0
Division of contracts into smaller jobs to facilitate participation by Section 3 businesses. 0 0 0
Provided or connected residents with assistance in seeking employment including: drafting resumes, preparing for
interviews, finding job opportunities, connecting residents to job placement services.
0 0 0
Held one or more job fairs. 0 0 0
Provided or connected residents with supportive services that can provide direct services or referrals. 0 0 0
Assisted residents with finding child care. 0 0 0
Assisted residents to apply for or attend community college or a 4 year educational institution. 0 0 0
Provided or connected residents with supportive services that provide one or more of the following: work readiness health screenings, interview clothing, uniforms, test fees,
transportation.
0 0 0
Assisted residents to apply for or attend vocational/technical training. 0 0 0
Assisted residents to obtain financial literacy training and/or coaching. 0 0 0
61 DRAFT CAPER 38
OMB Control No: 2506-0117
Bonding assistance, guaranties or other efforts to support viable bids from Section 3 businesses. 0 0 0
Provided or connected residents with training on computer use or online technologies. 0 0 0
Promoting the use of a business registry designed to create opportunities for disadvantaged and small businesses. 0 0 0 Outreach, engagement or referrals with the state one-stop system, as designed in Section 121 (e ) (2) of the Workforce Innovation and Opportunity Act.
0 0 0
Other. 0 0 0

NARRATIVE
The Urban County had one project, the City of Oakdale’s Southwest Downtown Safe Routes to School Project that reported hours as required by Section 3 regulations. The hours are reflected in the table above. There were no Section 3 hours to report for any HOME or ESG projects this last fiscal year. [ Space below intentionally left blank. ]
62 DRAFT CAPER 39
OMB Control No: 2506-0117
CR-60 - ESG 91.520(G) (ESG RECIPIENTS ONLY)

ESG SUPPLEMENT TO THE CAPER IN E-SNAPS

FOR PAPERWORK REDUCTION ACT

1. RECIPIENT INFORMATION—ALL RECIPIENTS COMPLETE
Basic Grant Information
Recipient Name: STANISLAUS COUNTY
Organizational DUNS Number: 073136772
EIN/TIN Number: 946000540
Identify the Field Office: San Francisco
Identify CoC(s) in which the recipient or
subrecipients will provide ESG assistance:

Turlock/Modesto/Stanislaus CoC
ESG Contact Name
Prefix: Ms. Suffix: -
First Name: Angela Middle Name: -
Last Name: Freitas Title: Planning and Community
Development Director
ESG Contact Address
Street Address 1:
1010 10th
Street
Street Address 2: Suite 3400
City: Modesto State: CA Zip Code: 95354
Phone Number: (209) 525-6330 Extension: -
Fax Number: (209) 525-5911 Email Address: [email protected] ESG Secondary Contact
Prefix: Ms. Suffix: -
First Name: Ana Middle Name: -
Last Name: San Nicolas Title: Deputy Director
Phone
Number:
(209) 525-6330 Extension: -
Email: [email protected]
63 DRAFT CAPER 40
OMB Control No: 2506-0117

2. REPORTING PERIOD—ALL RECIPIENTS COMPLETE
Program Year Start Date 07/01/2024
Program Year End Date 06/30/2026

3. SUBRECIPIENT FORM – COMPLETE ONE FORM FOR EACH SUBRECIPIENT Fiscal Year 2024 ESG FUNDS
*Balance remaining as of June 30, 2025.

Subrecipient or Contractor Name: Stanislaus County – Administration City: Modesto State: CA
Zip Code: 95354 DUNS
Number:
073136772
Is subrecipient a victim services
provider:

No
Subrecipient Organization Type: Unit of Government
ESG Subgrant or Contract Award
Amount:
$15,391 (Administration)
Subrecipient or Contractor Name: Center for Human Services-Youth Low Barrier Shelter
City: Modesto State: CA
Zip Code: 95358 DUNS
Number:
179569772
Is subrecipient a victim services
provider:

No
Subrecipient Organization Type: Other Non-Profit Organization ESG Subgrant or Contract Award
Amount:
$77,042 (Shelter)
*$10,002
Subrecipient or Contractor Name: HAVEN – Emergency Shelter Program City: Modesto State: CA
Zip Code: 95358 DUNS
Number:
179569772
Is subrecipient a victim services
provider:

No
Subrecipient Organization Type: Other Non-Profit Organization ESG Subgrant or Contract Award
Amount:
$26,830 (Shelter)
*$00
64 DRAFT CAPER 41
OMB Control No: 2506-0117
Subrecipient or Contractor Name: Turning Point Community Programs – Rental Assistance Program
City: Modesto State: CA
Zip Code: 95354 DUNS
Number:
192648210
Is subrecipient a victim services provider: No
Subrecipient Organization Type: Other Non-Profit Organization ESG Subgrant or Contract Award Amount: $85,962 (Rapid-Re-Housing) *$20,015
Reporting Period
Program Year Start Date: 07/01/2023
Program Year end date: 06/30/2025
Fiscal year 2023 ESG Funds – Year 2 Carry-Over
*Funds remaining.

Subrecipient or Contractor Name: Stanislaus County – Administration City: Modesto State: CA
Zip Code: 95354-0859 DUNS
Number:
073136772
Is subrecipient a victim services
provider:

No
Subrecipient Organization Type: Unit of Government
ESG Subgrant or Contract Award
Amount:
$15,623 (Administration)
*$0
Subrecipient or Contractor Name: Community Housing and Shelter Services – Rental Assistance Program
City: Modesto State: CA
Zip Code: 95354 DUNS
Number:
835658782
Is subrecipient a victim services provider: No
Subrecipient Organization Type: Other Non-Profit Organization ESG Subgrant or Contract Award Amount: $88,010.40 (Homeless Prevention) *$0
65 DRAFT CAPER 42
OMB Control No: 2506-0117
Subrecipient or Contractor Name: We Care Program – Turlock – Emergency Shelter Program
City: Turlock
Zip Code: 95380
Is subrecipient a victim services provider: No
Subrecipient Organization Type: Other Non-Profit Organization ESG Subgrant or Contract Award Amount: $104,683 (Shelter)*$0 [ Space below intentionally left blank. ]
66 DRAFT CAPER 43
OMB Control No: 2506-0117
CR-65 - PERSONS ASSISTED

4. PERSONS SERVED
4a. Complete for Homelessness Prevention activities.

Number of Persons Total Percentages
Adults 5 100%
Children 0 -
Don't Know/Refused/Other 0 -
Missing Information 0 -
Total 5 100%
Table 8 – Household Information for Homeless Prevention Activities 4b. Complete for Rapid Re-Housing activities
Number of Persons Total Percentages
Adults 23 79.3%
Children 6 20.6%
Don't Know/Refused/Other 0 -
Missing Information 0 -
Total 29 100%
Table 9 – Household Information for Rapid Re-Housing Activities 4c. Complete for Shelter
Number of Persons Total Percentages
Adults 369 100%
Children 0 -
Don't Know/Refused/Other 0 -
Missing Information 0 -
Total 369 100%
Table 10 – Shelter Information
4d. Street Outreach
Number of Persons Total Percentages
Adults 0 -
Children 0 -
Don't Know/Refused/Other 0 -
Missing Information 0 -
Total 0 -
Table 11 – Household Information for Street Outreach
67 DRAFT CAPER 44
OMB Control No: 2506-0117
4e. Totals for all Persons Served with ESG
Number of Persons Total Percentages
Adults 397 98.5%
Children 6 1.4%
Don't Know/Refused/Other 0 -
Missing Information 0 -
Total 403 100%
Table 12 – Household Information for Persons Served with ESG

6. AGE—COMPLETE FOR ALL ACTIVITIES
Age Total Percentage
Under 18 6 1.4%
18-24 145 35.9%
25-61 229 56.8%
62 and Over 23 5.7%
Don't Know/Refused/Other 0 -
Missing Information 0 -
Total 403 100%
Table 13 – Age Information

7. SPECIAL POPULATIONS SERVED—COMPLETE FOR ALL ACTIVITIES Subpopulation Total
Total Persons
Served – Homeless
Prevention
Total Persons
Served – Rapid
Re-Housing
Total Persons
Served in
Emergency
Shelters
Veterans 27 0 0 27
Victims of Domestic
Violence 12 1 4 7
Elderly 15 0 0 15
HIV/AIDS 2 0 0 2
Chronically Homeless 159 0 2 157
Persons with Disabilities:

Severely Mentally Ill 161 1 7 153
Chronic Substance
Abuse 130 1 3 126
Other Disability 157 2 2 153
Table 14 - Special Population Served
[ Space below intentionally left blank. ]
68 DRAFT CAPER 45
OMB Control No: 2506-0117
CR-70 – ESG 91.520(G) - ASSISTANCE PROVIDED AND OUTCOMES

8. SHELTER UTILIZATION
Number of New Units - Rehabbed 0
Number of New Units - Conversion 0
Total Number of bed-nights available 26,645
Total Number of bed-nights provided 25,623
Capacity Utilization 96.17%
Table 15 - Shelter Capacity

9. PROJECT OUTCOMES DATA MEASURED UNDER THE PERFORMANCE STANDARDS DEVELOPED IN

CONSULTATION WITH THE COC(S)
The County regularly updates and utilizes a CDBG and ESG program Desk Guide for subrecipients. This guide was developed and is updated in consultation with the local CoC. The Desk Guide covers both federal and state ESG funds administered by Stanislaus County. Under the CDBG and ESG program, County staff track the progress of individual subrecipients in fulfilling goals and objectives set forth in the Con Plan in order to ensure that programs remain on task. Tracked data is reviewed and entered into the IDIS system on a semiannual basis. If tracked data falls short of the goals and objectives set forth, appropriate adjustments will be made, and notification sent to the respective subrecipients to make them aware of milestones and timeliness needing to be met in order to ensure continued receipt of funding.

The coordinated monitoring process has been established to verify and confirm that grant funds have been used in an eligible and appropriate manner for each and every program funded with CDBG and ESG funds.

County staff reviews quarterly ESG statistical tables, narratives, HMIS activity reports, Request for Funds forms, and budget printouts, which identify the total funds used/requested by each subrecipient during that reporting period. County staff also verifies and cross-references the information on the quarterly budget activity reports. Monitoring visits are also scheduled quarterly by County staff for each grantee to ensure appropriate expenditure of funds. As part of the ESG monitoring process, invoices and accompanying receipts are reviewed for reimbursement eligibility. Once eligibility is confirmed, fifty percent (50%) of the costs related to the project are reimbursed, as the remainder of the costs are paid by a non-ESG match funding sources (i.e., local unrestricted donations). In this manner, the subrecipient in turn commits their dollar-to-dollar match by paying the remainder of the expenses from non-Federal sources.
69 IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
ORDINANCE 1295

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF OAKDALE AMENDING CHAPTER 7, ADDING A NEW ARTICLE XIV TO THE OAKDALE MUNICIPAL CODE ADDING “ELECTRIC VEHICLE CHARGING STATION PERMITTING
STREAMLINING” TO THE MUNICIPAL CODE, ADOPTING ADMINISTRATIVE

PROCEDURES FOR PERMITTING ELECTRIC VEHICLE CHARGING STATIONS (EVCS) TO COMPLY WITH GOVERNMENT CODE SECTION 65850.7 AND 65850.71 WHEREAS, Assembly Bill 1236 (2015) and Assembly Bill 970 (2021) require local jurisdictions in California to adopt an ordinance establishing an expedited, streamlined permitting process for electric vehicle charging stations (EVCS); and WHEREAS, the City of Oakdale seeks to promote sustainable transportation and reduce greenhouse gas emissions by removing unreasonable barriers to the installation of EVCS infrastructure; and
WHEREAS, the City finds that the adoption of this ordinance is in the interest of public health, safety, and welfare, and is consistent with state policy encouraging the development of EVCS infrastructure; and
WHEREAS, the ordinance provides for ministerial review processes, specified timelines, parking accommodations, and other procedures in compliance with Government Code Sections 65850.7 and 65850.71.

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

SECTION 1: Chapter 7, Building Codes, Administration and Enforcement and Systems Development Charges, Article XIV of the City of Oakdale Municipal Code is hereby amended to read as follows:

Article XIV. Electric Vehicle Charging Station Permitting Streamlining Section 7-97. Purpose
In compliance with AB 1236 (effective 2016–17) and AB 970 (effective January 1, 2023, for local jurisdictions with fewer than 200,000 residents), municipalities are required to adopt an ordinance and checklist establishing an expedited, streamlined permitting process limited to health and safety criteria for EVCS.

Jurisdictions previously found compliant demonstrate the effectiveness of such measures in aligning with the state’s EV permitting goals.

AGENDA ITEM 9.5
70 IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
ORDINANCE 1295
Section 7-98. Definitions
a) “Electric Vehicle Charging Station (EVCS)” — includes Level 1, Level 2, Level 3, DC Fast Charging, and associated infrastructure.
b) “Authority Having Jurisdiction (AHJ)” — the city’s Building Official (or designee). c) “Complete Application” — one that meets all checklist submission requirements.

Section 7-99. Permit Streamlining Requirements
a) Permit Streamlining Ordinance
The city shall accept EVCS permit applications electronically, including electronic signatures.
b) Checklist
The AHJ shall publish an online checklist identifying all application submittal requirements for eligible expedited review (both residential and non-residential). c) Administrative Approval
EVCS projects that satisfy the checklist may be approved administratively, without discretionary planning review, limited strictly to health and safety evaluation under applicable building codes.

Section 7-100. Timeline for Review and Approval (AB 970 Compliance) a) 25 Chargers at a Single Site
1) Completeness review — 5 business days to issue a single complete deficiency notice or deem the application complete.
2) Approval decision — within 20 business days after deemed complete, otherwise permit is deemed approved by operation of law.
b) 26 or More Chargers at a Single Site
1) Completeness review — 10 business days.
2) Approval decision — within 40 business days after deemed complete, otherwise deemed approved by operation of law.

Section 7-101. Deficiency Notice
71 IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
ORDINANCE 1295
If an application is incomplete, the AHJ shall issue one complete written deficiency notice listing all required additional information and allow applicant to resubmit. No multiple rounds of new deficiency comments are permitted.

Section 7-102. Limitations on Review
The AHJ shall not require EVCS applicants to obtain design review, use permits, or other discretionary approvals unless the AHJ, based on substantial documented evidence, finds the proposed EVCS would cause a specific adverse impact on public health or safety.

Section 7-103. Parking Adjustments
In accordance with AB 970, any required parking spaces shall be reduced in number as necessary to accommodate EVCS installations when they replace or interfere with designated parking.

Section 7-104. Electronic Submittal and Signatures
The city shall accept electronic permit submittals and electronic signatures as legally binding. If the city is unable to accept electronic signatures on specific documents, the ordinance shall specify the reasons for such inability.

Section 7-105. Association Approval Exemption
EVCS permit issuance shall not be subject to approval by a homeowners’ or property owners’ association under Civil Code Section 4080.

Section 7-106. Website Posting
The checklist required by Section 3 shall be posted publicly on the City’s website. The website shall clearly state the streamlined process for EVCS permitting, timelines, contact information, and provide applicant guidance.

Section 7-107. Implementation and Updates
The Building Official (or designee) shall implement this ordinance by issuing staff procedures, providing training, and updating the checklist as needed.

The city clerk shall forward the adopted ordinance and checklist to GO-Biz to confirm compliance status and be listed as an EVCS-streamlined jurisdiction. 72 IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
ORDINANCE 1295
Section 7-108. Severability
If any provision of this ordinance is found invalid, the remaining provisions shall remain in effect.

SECTION 2: This Ordinance shall become effective thirty (30) days from and after its final passage and adoption, provided it is published in a newspaper of general circulation at least fifteen (15) days prior to its effective date.

The foregoing ordinance was introduced at a public hearing held on the 2nd day of September 2025, given a second reading on the 15th day of September 2025, and upon motion by Council Member _________ second by Council Member _________ moved for the adoption of said ordinance by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS
ABSENT COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ATTEST:

Patrick Mondragon, City Clerk
APPROVED AS TO FORM:

Tom Hallinan, City Attorney
SIGNED:

Cherilyn Bairos, Mayor
73 CITY OF OAKDALE

CITY COUNCIL STAFF REPORT
Date: September 15, 2025
To: Mayor Bairos and Members of the City Council
From: Jenny Thompson, Management Analyst
Reviewed by: Jeff Gravel, Public Services Director
Subject: Consider a Resolution Accepting the Oakdale Irrigation District’s Public Improvements on Greger Street and Kaufman Road and Authorizing the Filing of a Notice of Completion.

BACKGROUND
Oakdale Irrigation District (OID) is developing their property at 1206 Kaufman Road, building a new district office and maintenance facility for OID. Resolution 2022-16 of the City of Oakdale Planning Commission approved Site Plan Review and Architectural Review No. 2021-17 on November 2, 2022.

As a condition of approval, OID was to install full roadway improvements, including sidewalk, curb, gutter and roadway, along the Project site’s frontage, as well as water, sewer and storm drainage facilities and utilities in Kaufman Road from the intersection of Greger Street and Kaufman Road to the southern boundary of the Project site.

DISCUSSION
The public improvements have been completed and inspected and approved by City Staff pursuant to the approved development Improvement Plans and City Standards.

Acceptance of the improvements will transfer ongoing maintenance responsibility for these facilities to the City.

AGENDA ITEM 9.6
74 CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Acceptance of OID Public Improvements
MEETING DATE: September 15, 2025
No bonds were required due to OID being a Public Entity, but the City will retain the Warranty Check in the amount of $81,172.00 for a period of one year from the date of acceptance. Following acceptance of the public improvements by the City Council, the City Clerk will file a Notice of Completion with the County Clerk Recorder’s Office.

FISCAL IMPACT
Upon acceptance, the City will assume maintenance responsibility for the improvements.

The ongoing maintenance costs are expected to be absorbed within the Public Works Department’s annual operating budget.

RECOMMENDATION
Staff recommends that the City Council adopts the Resolution Accepting the Oakdale Irrigation District’s Public Improvements on Greger Street and Kaufman Road and Authorizes the Filing of a Notice of Completion.

ATTACHMENTS
75 CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Acceptance of OID Public Improvements
MEETING DATE: September 15, 2025
Attachment A: Draft City Council Resolution 2025-__
Attachment B: City Engineer Project Acceptance Letter
Attachment C: Draft Notice of Completion Oakdale Irrigation District Public Improvements 76 IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
CITY COUNCIL RESOLUTION 2025-___

A RESOLUTION OF THE CITY OF OAKDALE CITY COUNCIL ACCEPTING THE OAKDALE IRRIGATION DISTRICT’S PUBLIC IMPROVEMENTS ON GREGER

STREET AND KAUFMAN ROAD AND AUTHORIZING THE FILING OF A NOTICE OF COMPLETION.

WHEREAS, public improvements as required as a Condition of Approval for the Oakdale Irrigation District’s Kaufman Road Facility Project are complete; and, WHEREAS, the Project includes Public Improvements consisting of curb, gutter and sidewalk, sewer, water, storm drain, pavement and signage; and, WHEREAS, the Project owner is seeking reimbursement for certain improvements as allowed per the Conditions of approval, and the City is required to approve a formal agreement for the reimbursement process and the proposed Improvement and Reimbursement Agreement establishes the terms and conditions for the reimbursement of costs incurred by the Project owner in constructing these improvements; and, WHEREAS, the public improvements have been inspected and approved by City Staff pursuant to the approved Improvement Plans and City Standards; and, WHEREAS, there is no measurable change or impact to the General Fund for maintenance associated with the public improvements as this was already a Citymaintained road; and, WHEREAS, staff recommends that the City Council adopt the Resolution accepting the Oakdale Irrigation District’s Public Improvements and Authorizing the Filing of a Notice of Completion.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Oakdale does hereby accept the Oakdale Irrigation District’s Public Improvements on Greger Street and Kaufman Road and authorizes the City Clerk to file the Notice of Completion with the County Recorder’s office.

THE FOREGOING RESOLUTION IS HEREBY ADOPTED THIS 15th DAY OF SEPTEMBER, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

SIGNED:
77 CITY OF OAKDALE
City Council Resolution 2025-XX
Cherilyn Bairos, Mayor
ATTEST:

Patrick Mondragon, City Clerk
78 CITY OF OAKDALE

PUBLIC SERVICES DEPARTMENT
455 S. Fifth Avenue • Oakdale, CA 95361 • Ph: (209) 845-3625 • Fax: (209) 848-4344 CITY OF OAKDALE PUBLIC SERVICES DEPARTMENT Page 1 of 1

PROJECT ACCEPTANCE
DATE: August 19, 2025
TO: Jenny Thompson, Management Analyst
FROM: Rob Marler, City Engineer
RE: CD-2227 – OID Yard & Facilities (Kaufman Road)
Oakdale Irrigation District
Acceptance:

On August 19, 2025 the public improvements within this project were fully constructed and inspected by our staff. The work is now complete, in compliance with City Standards, and ready to be accepted by City Council.
79 RECORDED AT THE REQUEST OF:

CITY OF OAKDALE
WHEN RECORDED, MAIL TO:

CITY CLERK

CITY OF OAKDALE
280 NORTH THIRD AVENUE
OAKDALE, CA 95361 This space reserved for the Recorder’s Office Fees Exempt Per Government Code Section 6103.

Notice of Completion for the Oakdale Irrigation District’s Public Improvements as per City of Oakdale City Council Resolution 2025-xx (Attachment A). (Total Number of Pages including title Page: 3)
80 RECORDING REQUESTED BY:

CITY OF OAKDALE
WHEN RECORDED, MAIL TO:

CITY CLERK

CITY OF OAKDALE
280 NORTH THIRD AVENUE
OAKDALE, CA 95361
SPACE IN BOX FOR RECORDER’S USE CORPORATION FORM
Notice of Completion
Notice is hereby given that:

1. The undersigned is owner of the interest or estate stated below in the property hereinafter described.

2. The full name of the undersigned is CITY OF OAKDALE.

3. The full address of the undersigned is 280 NORTH THIRD AVENUE, OAKDALE CA 95361.

4. The nature of the title of the undersigned is: In fee.

5. The full names and full addresses of all persons, if any, who hold title with the undersigned as joint tenants or as tenants in common are:

NAMES ADDRESSES

6. The names of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work of improvement herein referred to:

NAMES ADDRESSES
None
(If no transfer made, insert “none”.)

7. A work of improvement on the property hereinafter described was completed on August 19, 2025

8. The name of the contractor, if any, for such work of improvement was Roland Construction (If no contractor for work of improvement as a whole, insert “none.”)

9. The property on which said work of improvement was completed is in the city of OAKDALE, county of STANISLAUS, state of CALIFORNIA, and is described as follows:

Oakdale Irrigation District Kaufman Road Facility

10. The street address of said property is 1206 Kaufman Road (If no street address has been officially assigned, insert “none.”) Dated:

Signature of
owner named
in paragraph 2
JERRY RAMAR, City Manager of the City of Oakdale

VERIFICATION
I, the undersigned, say that I am the City Manager of the City of Oakdale, a municipal corporation, the corporation that executed the verification on behalf of said corporation; that I have read said notice; I know and understand the content thereof; and that the facts therein stated are true of my own knowledge. I declare under perjury that the foregoing is true and correct.

Dated:

Signature of
corporate
officer
above named
JERRY RAMAR, City Manager of the City of Oakdale
81 AGENDA ITEM 9.7
82 8/2/25
83 84
85 Parade
Ends
Parade
Starts
86 CITY OF OAKDALE

CITY COUNCIL STAFF REPORT
Date: September 15, 2025
To: Mayor Bairos and Members of the City Council
From: Tyler Hendon, Sr. Engineering Technician / Airport Manager Reviewed by: Jeff Gravel, Public Services Director
Subject: Consider a Resolution Authorizing the City Manager to Execute a 20-Year Term Lease Agreement with MH Properties, LLC, (Helius) DBA Sky Ranch FBO for Airport Hangar L-1

BACKGROUND
The City of Oakdale provides a number of hangars, airplane tie downs, and land area for private hangars at the Oakdale Municipal Airport. The city leases these facilities and land areas to aircraft owners at various monthly rates based on type, size, and function.

In a lease agreement approved by City Council on October 4, 2021 to Sean Carroll Partnership, MH Properties (Helius), LLC was offered first right of refusal of neighboring hangars such as L-1, L-4 and the caretaker’s site, upon availability, to expand its’ operations. In concurrence with the Golden Wings Aviation lease termination dated September 26, 2024, MH Properties, LLC (Sky Ranch FBO) is requesting to exercise this right to lease Hangar L-1.

City Staff requested a proposal (RFP) from MH Properties for Hangar L-1, a 4,000 square foot hangar with 3,000 sq. ft. of office space. On April 21, 2025 the City received the proposal for Hangar L-1 to develop a FBO (Fixed Base of Operations) along with various other aviation business ventures.

DISCUSSION
History and Experience
MH Properties, LLC is an aviation property management company owned by John L.

Stonecipher since June 2010. Mr. Stonecipher has several hangars in Prescott, Sedona and Glendale, Arizona and is currently occupying Hangar L-2 and L-4 in Oakdale.

MH Properties sister company, HELIUS, LLC, will occupy Oakdale Municipal Airport Hangar L-2 and L-4 which is jointly owned by Mr. Stonecipher and his wife, Catherine Stonecipher. The Oakdale hangar will be the turned into a much-needed FBO where they will offer numerous amenities and services for both fixed wing and helicopter operations.

Currently, they have 30 employees who work from the Oakdale Municipal Airport Hangar.

MH Properties is a firm believer in reinvesting into the communities that they serve and desire to grow their operations in partnership with the City of Oakdale.

AGENDA ITEM 9.8
87 CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Consider a Resolution Authorizing the Ciry Manager to execure a 20-Year Term Lease Agreement with MH Properties, LLC, (Helius) DBA Sky Ranch FBO for Airport Hangar L-1 MEETING DATE: September 15, 2025
Lease Terms
MH Properties lease terms include the following:
1) Term:
a) 20-Year Initial Term
b) Two, Five-Year Renewal Options
c) The lease includes termination provisions, as outlined in Section 9.01, which specifies the conditions under which the lease may be ended. 2) Lease Rate:
a) Year 1 at $2,200 per month – for the first 3 full years. On the first of the 4th year, the rent price will increase by $1,300.
i) Following an inspection and review of multiple repair bids, it has been agreed to reduce the lease rate by $1,300 per month for the first 36 months in consideration of $46,800 in necessary repairs, which MH Properties has agreed to complete at their own expense.
b) Annual CPI Increases, on September 1st, every year throughout the term of the lease. In no event shall any single increase be more than 4% or negative. c) MH Properties (Helius) has agreed to take care of the Pilot Lounge facilities (cleaning, taking out trash, etc.) at a lease discount rate of $100 per month. If the City decides to take back the facility maintenance of the Pilot Lounge, the $100 monthly discount will no longer be in effect. With this in effect, Rent will start at $2,100 per month.
3) Activity:
a) Fixed Base of Operations (FBO)
i) Specialized Commercial Flying Services
ii) Flight Training
iii) Aircraft Airframe and Engine Repair and Maintenance iv) Crew Car
v) Pilot and passenger seating area (indoor and outdoor) vi) Flight Planning and computerized weather
vii) Wireless internet and TV
viii) Coffee and snacks
xi) Aircraft nightly parking rentals

FISCAL IMPACT
The Airport is an independently run Enterprise Account, all revenues and income are utilized for the operations, maintenance, and development of the Airport. There is no impact to the City’s General Fund.

RECOMMENDATION
Staff recommends the City Council adopt a Resolution Authorizing the City Manager to Execute a 20-Year Term Lease Agreement with MH Properties, LLC (Helius) DBA Sky Ranch FBO for airport Hangar L-1.

ATTACHMENTS
Attachment A: Draft City Council Resolution 2025-__
Attachment B: Hangar L-1 Lease Agreement
88 IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
CITY COUNCIL RESOLUTION 2025-___

A RESOLUTION OF THE CITY OF OAKDALE CITY COUNCIL AUTHORIZING THE CITY MANAGER TO EXECUTE A 20-YEAR TERM LEASE AGREEMENT WITH MH PROPERTIES, LLC (HELIUS) DBA SKY RANCH FBO FOR AIRPORT HANGAR L-1 WHEREAS, Hangar L-1, is a 4,000 square foot hangar with 3,000 sq. ft. of office space; and,
WHEREAS, the lease with MH Properties will have an initial term of twenty (20) years, with two additional five-year renewal options. The lease rate will begin at $2,200 per month for the first year. Beginning September 1, 2026, annual CPI increases will be applied. In the fourth year of the lease, the monthly rent will increase in a lump sum by $1,300, after which annual CPI adjustments will continue for the remainder of the term; and,
WHEREAS, Staff recommends the City Council adopt a Resolution authorizing the City Manager to execute a 20-Year Term Lease Agreement with MH Properties, LLC, for Airport Hangar L-1; and,
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Oakdale does hereby authorize the City Manager to execute a 20-year term lease agreement with MH Properties, LLC (Helius) DBA Sky Ranch FBO for Airport Hangar L-1.

THE FOREGOING RESOLUTION IS HEREBY ADOPTED THIS 15th DAY OF September, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

SIGNED:

Cherilyn Bairos, Mayor
ATTEST:

Patrick Mondragon, City Clerk
89 CITY OF OAKDALE

MUNICIPAL AIRPORT

AIRPORT BUILDING & GROUND LEASE
This AIRPORT BUILDING & GROUND LEASE (“Lease”) is made and entered into effective this 15th day of September, 2025 (“Effective Date”), by and between the CITY OF OAKDALE (“City” or “Lessor”), a municipal corporation of the State of California, and MH PROPERTIES, LLC DBA SKY RANCH FBO (“Lessee”), a limited liability company registered to do business in the state of California with its principal offices in Prescott, Arizona. City or Lessor and Lessee may herein be referred to individually as a “Party” and collectively as the “Parties.” There are no other parties to this Lease.

RECITALS

1. The City owns certain real property located at the Oakdale Municipal Airport (“Airport”) in the County of Stanislaus, State of California.

2. Lessee desires to lease Hangar L-1 from the City, described and shown on Exhibit A, which is attached hereto and incorporated herein by this reference (“Premises”).

3. Lessee is a sister company to Helius, LLC who has an existing lease at the Airport for Hangar L-2 & L-4.

4. A Memorandum of Understanding between Helius, LLC and the City states that Lessee has a first right of refusal to neighboring properties to expand its operations if the opportunity arises.

5. Lessee has submitted a Letter of Intent to the City for its proposed use and operation of the Premises, attached and incorporated hereto as Exhibit B.

6. Lessee wishes to lease the Premises for an initial period of TWENTY (20) YEARS, the term to commence on the Effective Date of this Lease, subject to the terms and conditions set forth herein.

7. Lessee desires to lease the Premises in the following Specialized Aviation Service Operator (“SASO”) categories: Specialized Commercial Flying Services, Flight Training and Aircraft Airframe and Engine Repair and Maintenance.

8. City desires to lease the Premises to Lessee, subject to the terms and conditions set forth in this Lease.
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NOW, THEREFORE, in consideration of the mutual promises and covenants set forth below, the Parties agree as follows:

ARTICLE 1
LEASE, LEASED PREMISES, TERM AND TITLE TO IMPROVEMENTS.

Section 1.01 LEASE
City hereby leases to Lessee, and Lessee leases from City, the Premises as described herein upon the covenants, terms, and conditions contained herein.

Section 1.02 LEASED PREMISES
The Premises consists of the real property, including the back adjacent dirt lot on the south side of Hangar L-1, situated in the City of Oakdale, County of Stanislaus, State of California, more particularly described and shown on Exhibit A, which is attached hereto and incorporated herein by reference.

Section 1.03 TERM OF LEASE
The City agrees to lease the Premises to Lessee for a period of TWENTY (20) YEARS, the term to commence on the Effective Date (“Term”). Upon its expiration, the Lease shall automatically renew on a month-to-month basis with the same terms and conditions set forth in this Lease.

Lessee, at its option, shall be entitled to three (2) extensions, each for another five (5) year period. Prior to the expiration of the Term or any extension period, Lessee shall notify City in writing of its intention to renew the Lease for another five (5) year period.

The “Term” as referred to in this Lease shall be inclusive of all extensions.

Section 1.04 TITLE TO IMPROVEMENTS
During the Term, except as otherwise provided herein, title to any and all improvements and fixtures existing on the Premises as of the Effective Date shall be vested in Lessee until termination of this Lease.

Section 1.05 REMOVAL, OWNERSHIP, OR REVERSION OF LESSEE IMPROVEMENTS AT

TERMINATION
Within sixty (60) days following termination of this Lease, Lessee shall remove all of its personal property and trade fixtures from the Premises and restore the Premises to the same condition 91

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as before the Effective Date. If Lessee’s personal property or trade fixtures are not removed by Lessee within the time stated, then such personal property or trade fixtures shall, without compensation to Lessee, become City’s property, free and clear of all claims or against them by Lessee or any third person.

Also, upon termination of this Lease, any and all improvements made by Lessee during the Term shall remain on the Premises and become the property of the Lessor, at Lessor’s option. Lessor may require Lessee to remove said improvements within ninety (90) days of the termination of this Lease. In the event Lessee fails to remove the improvements, the City may cause said improvements to be removed and the cost thereof chargeable to Lessee.

ARTICLE 2

RENT, FEES & OTHER CHARGES
Section 2.01 RENT, FEES AND INVESTMENTS
a. Lessee shall pay rent to City in the amount of $2,200 per month for the Premises (“Rent”), without deduction or offset. Rent shall be payable in advance of the first day of each month. The Rent is subject to an annual periodic adjustment, as provided herein.

Lessee’s first month of occupancy shall be pro-rated based on the actual number of days in such partial month.
b. Commencing on the first day of the Fourth (4
th) year (September 1st, 2028) of the
Lease Term, the monthly Rent shall increase by $1,300 per month. The $1,300 per month increase commencing September 1, 2028, is in addition to the periodic adjustment described in Section 2.02.
c. Pursuant to Section 2.02 of this Lease Agreement, the Base Rent shall be subject to periodic adjustments, as specified therein. These periodic adjustments shall continue to apply throughout the Lease Term, including any extensions or renewals. d. Lessee shall pay to City an Airport fuel flowage fee of $0.08 per gallon for all Jet A fuel it pumps into its aircraft on the Airport grounds. The Airport fuel flowage fee shall be paid at the same time of the Rent, and payment shall include a copy of Lessee’s fuel log.

Section 2.02 PERIODIC ADJUSTMENT OF ANNUAL RENT
Each year on the anniversary of the Effective Date, the Rent shall be adjusted by the Consumer Price Index for the San Francisco, Oakland and San Jose Metropolitan Area for All Urban Consumers 92

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based on the prior year; provided, however, that in no event shall any single increase under this section be more than four percent (4%) or negative.

Section 2.03 PAYMENT
The Rent and any other sums payable to the City hereunder shall be paid to City at the City’s address set forth herein, or at such address as City may from time to time designate by written notice to Lessee in accordance with the provisions hereof.

Section 2.04 LATE CHARGES
Lessee acknowledges that late payment of Rent by Lessee to City will cause City to incur costs not contemplated by this Lease, the exact amount of such costs being extremely difficult and impracticable to fix. Such costs include, without limitation, processing and accounting charges, and late charges that may be imposed on City by the terms of any encumbrance and note secured by any encumbrance covering the Premises. Therefore, if any installment of Rent due from Lessee is not received by 5:00 PM on the tenth (10th) day of each month, Lessee shall pay to City an additional sum of five percent (5%) of the overdue Rent as a late charge. Lessee shall be subject to an additional late charge for every ten (10) days that Rent is overdue. The Parties agree that this late charge represents a fair and reasonable estimate of the costs that City will incur by reason of late payment by Lessee.

Acceptance of any late charge shall not constitute a waiver by Lessor of Lessee's default with respect to the overdue amount, nor prevent City from exercising any of the other rights and remedies available to City.

Section 2.05 DEPOSIT FOR REMOVAL OF PERSONAL PROPERTY, TRADE FIXTURES, AND

BUILDINGS
Lessee acknowledges that the removal of personal property and trade fixtures is an expense that should be borne by the Lessee, and the City will incur costs if the requirements of Section 1.05 of this Lease agreement have not been met. Therefore, Lessee shall deposit $2,500 with the City as a security deposit, and Lessee shall quitclaim to City any and all rights, interests and claims to the deposit, personal property and trade fixtures if the requirements of Section 1.05 are not met. 93

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ARTICLE 3

STANDARDS OF OPERATION
Section 3.01 USE OF LEASED PREMISES
a. Lessee shall utilize the Premises and improvements constructed thereon for the Permitted Uses, which includes the following SASO categories:
(1) Fixed Based of Operation (FBO); and
(2) Specialized Commercial Flying Services; and
(3) Flight Training; and
(4) Aircraft Airframe and Engine Repair and Maintenance. b. At no additional charge, Lessee shall have the right of access to, and use of all public facilities designated at the Airport for common use such as aviation operational areas, navigational aids, UNICOM communications, and accommodations in operation, landings, and takeoff of aircraft. Lessee’s rights shall include the rights to land, take off, tow, load, or unload aircraft.
c. Lessee shall have the right to sublease any portion of the Premises for the uses listed in Section 3.01(a) above, or any SASO listed in the Minimum Commercial Standards for Aeronautical Business Activity at the Oakdale Municipal Airport, with City's written consent, which consent shall not be unreasonably withheld, conditioned or delayed; provided, however, that the term of any sublease shall not extend beyond the term of this Lease. Any and all subleases shall be expressly made subject to all of the terms, covenants, and conditions of this Lease.
d. Lessee may provide aeronautical services for aircraft, passengers, and crew, including but not limited to, fueling, hangaring, tie-down and parking, aircraft rental, aircraft maintenance, flight instruction, and similar services.
e. Lessee shall have the right to store items related to ancillary or incidental uses that do not affect the primary use of the Premises. Permitted storage of materials related to aeronautical activity includes balloon and skydiving equipment, office equipment, teaching tools, fuel storage, fueling, refueling equipment, and crew rest facilities, including temporary living quarters for pilots and support personnel.

Section 3.02 LIMITATIONS ON USE
Lessee's use of the Premises shall be in accordance with the following:
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a. Lessee shall comply with all laws concerning the Premises or Lessee's use of the Premises, including, without limitation, the obligation at Lessee's cost to alter, maintain, or restore the Premises, in compliance and conformity with all laws and government requirements relating to the condition, use, or occupancy of the Premises, whether foreseen or unforeseen, regardless of the cost, and regardless of when the work is required.
b. Lessee shall not use the Premises in any manner which will constitute waste, nuisance, or unreasonable annoyance (including, without limitation, the use of loudspeakers or sound or light apparatus that can be heard or seen outside the Premises) to owners or occupants of adjacent properties.
c. Lessee shall not use the Premises for residential purposes, nor the preparation, manufacture, or mixing of anything that might emit any odor or objectionable noises or lights onto adjacent properties.
d. Lessee shall not use or allow the Premises to be used for any unlawful purposes. e. Lessee shall not cause or permit any other act or thing, which may disturb the quiet enjoyment of any other lessee at the Oakdale Municipal Airport. f. Lessee shall become familiar with, and submit to, the Minimum Commercial Standards for Aeronautical Business Activity at Oakdale Municipal Airport and the Operating Rules, Regulations and Minimum Standards for Users of the Oakdale Municipal Airport, attached and incorporated hereto as Exhibit C.

Notwithstanding the foregoing or anything to the contrary set forth in this Lease, City, and not Lessee, shall be solely responsible for making any alterations, modifications, or upgrades to the Premises which are required under any laws or government requirements and that do not relate to (a) Lessee’s specific use of the Premises, or (b) any alterations made to the Premises by Lessee.

Section 3.03 ABATEMENT OF NOISE
Lessee shall make an effort to aid in the mitigation of noise complaints and help foster good public relations by requesting aircraft operators to adhere to any noise abatement procedures now in existence or which may be subsequently adopted by the City Council and/or promulgated by the City’s Airport Manager. Procedures for prolonged engine maintenance tests and pilot training shall be set forth by separate letter between the Lessee and the Airport Manager, which can be amended from time to time.
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Lessee shall conduct its operations in such manner as will reduce to the minimum that is reasonably practical, considering the nature and extent of Lessee's operations, the emanation from the Premises and surrounding Airport area of noise, dust, vibration, movement of air fumes and odors so as not to interfere unreasonably with the adjoining aircraft hangars, its occupants and surrounding properties.

Section 3.04 AIRCRAFT INFORMATION TO BE FURNISHED
On or before the 5th day of January of each calendar year during the Term, Lessee shall provide addresses of the owners, and the make, model, and aircraft registration number of all aircraft which were using the Premises as a base on the 1st day of January of said calendar year. It is understood and agreed that the City is required to provide this information to the Stanislaus County Assessor in accordance with Section 441(d) of the Revenue and Taxation Code, to be used to value the possessory interest where an aircraft is stored. Lessee further agrees to provide the city with such information as may be necessary to comply with its obligations under the California Revenue and Taxation Code.

Section 3.05 AIRPORT AIRSHOWS AND STATIC DISPLAY EVENTS Lessee is hereby notified that an airshow, appreciation day, or similar events may be conducted at the Airport which may cause an inconvenience to Lessee. During the day or days of these events, Lessee or their customers may have limited aircraft access to the Airport. Lessee must make prior arrangements with City to relocate or operate aircrafts if Lessee wishes to operate aircraft during those times.

ARTICLE 4

SITE IMPROVEMENTS
Section 4.01 REQUIREMENT OF CITY'S WRITTEN APPROVAL
Lessee desires to make various upgrades that need to be made to the hangar and surrounding areas. Lessee will need to do a deep cleaning of the entire facility, repainting of the interior, upgrade flooring and various other cosmetic upgrades. Lessee and the city to work together on inspections of the hangar and its systems (plumbing, electrical and HVAC) to ensure its up to code. No new improvements, including signage and landscaping, shall be erected or placed on the Premises and no alterations will be made to the Premises without the prior written approval of City and in compliance with the City’s Zoning 96

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Ordinance and Municipal Code. The Airport Manager shall be the initial contact for any proposed improvements.

Section 4.02 PREPARATION AND SUBMISSION OF PLANS
Lessee shall, at its own cost and expense, engage a licensed engineer and/or contractor to prepare plans and specifications for the improvements requiring the City’s consent as provided in Section 4.01 above, and shall, if required, submit the plans and specifications to City for approval.

Section 4.03 ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS All work required in the construction of the improvements referred to in Section 4.01 above, or any subsequent improvements, shall be performed only by competent contractors duly and currently licensed under the laws of the State of California and shall be performed pursuant to written contracts between Lessee and with those contractors in conformance with state prevailing wage law, if applicable, and in possession of a City of Oakdale Business License.

Section 4.04 COMPLIANCE WITH LAWS AND STANDARDS
a. The improvements as described in Section 4.01 shall be constructed, and all work on the Premises shall be performed, in accordance with all valid laws, ordinances, codes, regulations, and orders of all federal, state, county, city, or local governmental agencies or entities having jurisdiction over the Premises. All work performed on the Premises pursuant to this Lease, or authorized by this Lease, shall be done in a good workmanlike manner and only with materials of good quality and high standard. b. Lessee does hereby covenant that in the event facilities are constructed, maintained, or otherwise operated on the Premises for a purpose for which a Department of Transportation (“DOT”) program or activity is extended or for another purpose involving the provision of similar services or benefits, Lessee shall maintain and operate such facilities and services in compliance with all federal and state requirements, as may be applicable.
c. Lessee and any sub-lessee(s) shall have a valid City Business License while operating a business at the Airport.
d. Lessee acknowledges that City has made no representation, express or implied, to Lessee or any person associated with Lessee regarding whether or not laborers employed relative to any construction on the Premises must be paid the prevailing wage rates for their labor 97

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classification, as determined by the State of California, pursuant to California Labor Code Sections 1720 et seq. Lessee agrees that Lessee shall assume the responsibility and be solely responsible for determining whether or not laborers employed relative to any construction on the Premises undertaken by Lessee must be paid the prevailing wage rate for their labor classification. City shall not be under any duty to monitor or ensure the compliance of Lessee with any State of California labor laws, including, without limitation, prevailing wage laws. Lessee shall indemnify City in accordance with the provisions of this Section against any claims pursuant to California Labor Code arising from Lessee’s construction of any improvements, work, or alterations on the Premises.

Section 4.05 SIGNS
Lessee may erect signs as allowed by the City’s Municipal Code, and Federal Aviation Regulations Part 77, and any subsequent amendments thereto. Any new signs of Lessee shall further be subject to the requirements of Section 4.01.

ARTICLE 5
LESSEE’S ENCUMBRANCES
Section 5.01 LESSEE'S RIGHT TO ENCUMBER
Lessee may encumber Lessee's interest in the Premises and in any improvements Lessee places thereon by mortgage, deed of trust, or other instrument. In such event, for the trustee, mortgagee, or beneficiary in said instrument, or payee in the note or other obligation secured by any such instrument, Lessee shall deliver to City written notice showing:
a. The amount of the obligation secured by such instrument and the date of maturity or maturities thereof; and
b. The name and post office address of such mortgagee, beneficiary, payee, or trustee.

Upon delivery of such notice, City shall thereafter serve on such mortgagee, beneficiary, payee, or trustee, by registered or certified mail at the address given, or at any subsequent address thereafter given, a copy of every notice thereafter served by City upon Lessee under the terms of this Lease, during the existence of such mortgage, deed of trust or instrument.

The City agrees that the name of the mortgagee may be added to the “Loss Payable Endorsement” of any and all insurance policies required to be carried by Lessee.

All liens and encumbrances are subordinate to the City’s ownership interests. 98

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Section 5.02 NOTICE OF LOAN DEFAULT
In the event that Lessee defaults in the performance of any covenant or provision hereof to be performed by Lessee during the existence of any such mortgage, deed of trust or instrument as provided in Section 5.01, the beneficiary, mortgagee, payee, or trustee named in any such notice, or their nominee, shall have the right, but not the obligation, within the time provided in this Lease, plus an additional thirty (30) days, to perform and comply with all the covenants and provisions of this Lease to be performed by Lessee and to make all payments required of Lessee by this Lease and, by so doing, to thus cure and remove any such default. The City shall be named as the first claimant and retain the first right of refusal in the event of a loan default.

Section 5.03 RIGHTS OF LENDER TO CURE DEFAULTS
If the nature of any default by Lessee is such that it cannot be cured within such additional thirty (30) days as provided in Section 5.02, the beneficiary, mortgagee, payee, or trustee shall be deemed to have cured such default if it, or its nominee, shall, within the thirty (30) day period, commence performance and thereafter diligently prosecute the same to completion.

Section 5.04 PURCHASER IN FORECLOSURE TO BE DEEMED LESSEE If there is a foreclosure of any lien secured by any mortgage, deed of trust or other similar instrument on the improvements to the Premises, the purchaser in foreclosure shall be deemed to be the Lessee hereunder for all purposes, the same as though such purchaser were the original Lessee, hereunder, and in no event shall such purchaser work a merger.

ARTICLE 6

MAINTENANCE, REPAIRS AND HAZARDOUS MATERIALS
Section 6.01 MAINTENANCE AND REPAIRS
At all times during the term of this Lease, Lessee shall, at Lessee's own cost and expense, keep and maintain the Premises and all improvements, landscaping, fixtures, and equipment, including Premises parking area and Premises hangar apron, which may now or hereafter exist on the Premises, in good order and repair and in a safe and clean condition consistent with the highest of business practices.

Lessee will be responsible for all repair costs. Lessee hereby waives the benefits of sections 1932, 1941, and 1942 of the California Civil Code and all rights to make repairs at the expense of City, as provided therein. If after thirty (30) days' written notice from City, Lessee fails to maintain, repair, or keep clean any part of the Premises or any improvements, landscaping, fixtures, or equipment thereon, City or its 99

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designee may, without obligation, enter upon the Premises and perform such maintenance, repair, or clean-up and Lessee agrees to pay the costs thereof to City upon demand within thirty (30) days. Any unpaid sums under this Section 6.01 will bear interest at a monthly rate of five percent (5%) until paid in full. If Lessee is in arrears in any such payment, it shall be in default of this Lease.

At all times during the Term, the City shall maintain, repair, and replace, at its sole cost and expense, the common areas of the Airport in good order and repair and in a safe and clean condition.

Section 6.02 HAZARDOUS MATERIALS
As used in this Lease, the term "Hazardous Materials" shall mean any substance or material which has been determined by any state, federal, or local governmental agency to be capable of posing risk of injury to health, safety, and property, including petroleum, petroleum products or by-products, and including but not limited to all those materials and substances designated as hazardous or toxic presently or in the future by the U.S. Environmental Protection Agency, the California State Water Resources Control Board, the U.S. Department of Labor, the California Department of Industrial Relations, the California Department of Health Services, the California Health and Welfare Agency in connection with the Safe Water and Toxic Enforcement Act of 1986, the U.S. Department of Transportation, the U.S. Department of Agriculture, the U.S. Consumer Product Safety Commission, the U.S. Department of Health, Education and Welfare, the U.S. Food and Drug Administration, or any other governmental agency now or hereafter authorized to regulate materials and substances defined as "Toxic Materials."
No goods, merchandise, or material shall be kept, stored, or sold on the Premises which are in any way explosive or hazardous, except as provided in this Lease. No offensive or dangerous trade, business, or occupation shall be carried on therein or thereon (excluding the Permitted Uses), and nothing shall be done on the Premises other than as is provided for in Article 3 of this Lease which will increase the rate of or suspend the insurance upon the structures hereby assigned to Lessee or upon adjacent City buildings or structures, and no machinery or apparatus shall be used or operated on the Premises which will in any way injure Premises or adjacent buildings without prior approval of the Airport Manager. Lessee must notify the Airport Manager of any hazardous materials, other than those used during standard operations listed in Article 3. However, nothing shall preclude Lessee from bringing, keeping, or using machinery necessary or customary in carrying out the Permitted Uses. In the event the Permitted Uses include the keeping or storage of flammable or explosive substances, such substances shall be stored in closed containers, and shall be stored, used, or dispensed in the manner prescribed by the regulations of the City of Oakdale, and/or other public 100

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body having authority in the matter, and in any event, in the safest possible manner. From time to time, the Airport Manager will inspect the Premises for material safety.

In conducting its operations at the Oakdale Municipal Airport, Lessee shall abide and be bound by all the following requirements:
a. Lessee shall comply with all federal, state, and local laws, requirements, and policies now or hereinafter in effect relating to Hazardous Materials and environmental conditions on, under or about the Oakdale Municipal Airport including, but not limited to soil, air, stormwater, and groundwater conditions, and shall not contaminate the Oakdale Municipal Airport or the subsurface with any Hazardous Material. b. Lessee shall restrict the use of Hazardous Materials on the Leased Premisesto those kinds of materials that would be normally expected in conducting the activities permitted under this Lease in a safe and prudent manner. Disposal of any Hazardous Materials on the Premises is strictly prohibited.
c. Lessee shall be solely and fully responsible for the reporting of accidental Hazardous Material releases to the appropriate public agencies including the Airport Manager, when such releases are caused by or resulting from Lessee's activities at the Airport. Lessee shall immediately notify City of any release of Hazardous Materials caused by or resulting from Lessee's activities at the Airport, whether or not the release is in quantities that would otherwise be reportable to a public agency, if such release did, or has the potential to, contaminate soil or enter the City’s sanitary or storm drain sewer system. d. Lessee shall be solely and fully responsible and liable for any Hazardous Materials Lessee causes or permits (if within the Lessee’s control) to be released at the Airport, or to enter the City's sewerage or storm drainage system, soil, air, groundwater or any improvements. Lessee shall take all necessary precautions to prevent any Hazardous Materials from entering into the City's sewerage or storm drainage system, soil, air, groundwater or any improvements, or from otherwise being released on Airport. If at any time a release of Hazardous Materials is discovered on the Premises, the Airport, City's sewerage or storm drainage system, soil, air, groundwater or any improvements, which was caused or permitted by Lessee, Lessee's officers, agents, employees, contractors, permittees or invitees, or there is the danger of such release of Hazardous Materials due to Lessee’s activities on the Premises, Lessee, at Lessee's sole cost and expense, shall remove, or be caused to remove, to the extent necessary to allow for uses typically permitted at an airport, such Hazardous Materials from the Airport or the 101

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groundwater underlying the Airport, or the City's soil, air, storm drainage and sewerage system, in accordance with requirements of all appropriate governmental authorities including any subsequent fines or penalties resulting from Lessee’s actions.

Notwithstanding the foregoing or anything to the contrary set forth in this Lease, City hereby agrees that Lessee shall not responsible or liable for any remediation, clean-up, or other costs incurred to remedy any Hazardous Materials (a) existing at the Premises prior to the Effective Date of this Lease except what was caused by Lessee during any prior lease, or (b) not caused or permitted by Lessee, Lessee's officers, agents, employees, contractors, permittees, or invitees.

ARTICLE 7

TAXES AND UTILITIES
Section 7.01 TAXES
Taxes are not included in the value of Rent and must be paid by Lessee in addition to Rent.

Lessee recognizes and understands that this Lease may create a possessory interest subject to property taxes and that, if a possessory interest is created, Lessee shall be responsible for payment of property taxes levied against such possessory interest. During the Term of this Lease, Lessee shall pay or cause to be paid, prior to delinquency, any and all taxes, including possessory interest taxes and any assessments, levied or assessed on the Premises, on all possessory interests hereunder or in the Premises, and on any improvements, fixtures, and equipment now or hereafter existing on the Premises and on any personal property situated in, on, or about the Premises, or in, on, or about any buildings or improvements on the Premises.

It is understood, however, that Lessee may pay any such taxes and assessments under protest without liability, cost, or expense to City, and in good faith contest the validity or amount thereof.

Section 7.02 UTILITIES, TRASH, AND REFUSE
Lessee shall pay or cause to be paid and hold City free and harmless from all charges for utilities and services, including but not limited to gas, heat, electricity, internet, and telephone service, as supplied to the Premises, including installation and connection of such services, and for the removal of garbage and rubbish from the Premises during the Term. During the Term, City agrees to make available any utilities, including water and sewer, which may exist adjacent to the Premises at the time of execution of this Lease or which may become available in the future. Connection and service costs for City utilities shall be governed by the Municipal Code, including any amendments to it. 102

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Lessee shall arrange for the quick and efficient collection and disposal of refuse from the Premises in accordance with all applicable laws and ordinances. Lessee shall not allow clippings, trimmings, cans, cartons, barrels, used equipment, scrap, or other debris to collect in any way on or about the Premises; provided, however, that same may be stored in a suitable screened and protected enclosure acceptable to City pending collection and removal as long as the storage does not generate odors, attract rodents or insects, or become an attractive nuisance, or offensive in any manner. Upon failure of Lessee to comply with the provisions of this Section, the City may, upon no less than thirty (30) days’ prior written notice, enter upon the Premises and perform such clean-up or removal, and Lessee agrees to pay the costs thereof to City upon demand within thirty (30) days. If Lessee is in arrears in any such payment, it shall be in default of this Lease.

Section 7.03 UTILITY EASEMENTS
City reserves the right to grant nonexclusive underground utility easements to others under, though, across, or on the Premises in locations that will not unreasonably interfere with Lessee's use of the Premises. If the installation or maintenance of utility lines in such easements causes any damage to facilities upon the Premises, including but not limited to pavement, curbs and sidewalks, the facilities will be repaired by City at its expense if not so repaired by the party installing or maintaining the line.

ARTICLE 8

INDEMNIFICATION AND INSURANCE
Section 8.01 HOLD HARMLESS
Lessee agrees to defend, indemnify, and hold the City, its officials, directors, employees, volunteers, and agents harmless from and against any or all loss, liability, expense, claim, cost, suits, and damages of every kind, nature and description, including reasonable attorney's fees, for or on account of damage to property or injury to persons arising from anything done or performed, or omitted to be done or performed, on the Premises by Lessee, or any activity carried on by Lessee, Lessee’s officers, directors, employees, agents, sublessees, or for anyone for whom Lessee has custody and control in connection with the Premises. Upon receiving notice of a claim, Lessee shall assume the defense of the claim, action, or proceeding through the prompt payment of all attorneys’ fees and costs, incurred in good faith and in the exercise of reasonable discretion, of City’s counsel in defending such an action.

City shall have the absolute and sole authority to control the litigation and make litigation decisions, including, but not limited to, selecting counsel to defend City and settlement or other disposition of the matter. Notwithstanding the foregoing, in no event shall Lessee be obligated to indemnify, defend, or 103

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hold the City, its officials, directors, employees, volunteers, and agents harmless from their negligent acts or omissions or willful misconduct. Approval of the insurance required by this Lease does not relieve the Lessee from liability under this hold harmless clause.

Section 8.02 INSURANCE
Lessee shall procure and maintain for the duration of the Lease insurance against claims for injuries to persons or damage to property which may arise from, or in connection with the Lessee’s operation and use of the Premises or this Lease, which shall meet the minimum standards set forth below. The cost of such insurance shall be borne by the Lessee. a. Minimum Scope of Insurance
Coverage shall be at least as broad as:
(1) Insurance Services Office Commercial General Liability coverage (“occurrence” form CG 00 01).
(2) Insurance Services Office Business Auto Coverage form CA 00 01 (or equivalent).
(3) Property insurance against all risks of loss to any improvements or betterments, excluding flood and earthquake.
(4) Pollution Liability covering all activities contemplated in this agreement shall be specifically scheduled on the policy as “covered operations.”
b. Minimum Limits of Insurance
Lessee shall maintain limits no less than:
(1) Commercial General Liability: $2,000,000 per occurrence, $4,000,000 general aggregate, and $2,000,000 products and completed operations aggregate for bodily injury, personal injury and property damage. The general aggregate limit shall apply separately to this project/location, or the general aggregate limit shall be twice the required occurrence limit. Coverage shall include, but not be limited to blanket contractual, operations completed, and broad form property damage.
(2) Business Automobile Liability: Coverage for owned, non-owned, and hired autos with a limit of not less than $1,000,000 per accident combined single limit.
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(3) Property Insurance: Full replacement cost with no coinsurance penalty provision covering Lessee’s business personal property, including, but not limited to equipment, inventory, furniture, fixtures, improvements, betterments, alterations, or additions against fire, theft, vandalism, wind, water, or other perils.
(4) Pollution Liability: Coverage shall be provided for liability arising out of sudden, accidental, and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 per claim. All activities contemplated in this agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the site to the final disposal location, including non-owned disposal sites.
c. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions in excess of One Hundred Thousand Dollars ($100,000) must be declared to and approved by the City’s Risk Manager. d. Other Insurance Provisions
The policies shall contain, and be endorsed to contain, the following provisions:
(1) The commercial general liability and automobile liability policies shall be endorsed to name the City of Oakdale, its officers, officials, employees, agents, and volunteers as additional insureds as respects:
liability arising out of Premises owned, occupied, or used by the Lessee. The coverage shall contain no special limitations on the scope of protection afforded to the City of Oakdale, its officers, officials, employees, agents, or volunteers. General liability additional insured coverage shall be at least as broad as Insurance Services Office forms CG 20 10 for ongoing operations and CG 20 37 for completed operations related to any construction or tenant improvements. (2) Lessee’s property insurance shall be endorsed to name the city as a loss payee.
(3) Lessee’s insurance coverage policies shall allow and be endorsed primary insurance as respects the City of Oakdale, its officers, officials, employees, agents and volunteers. Any insurance or self-insurance maintained by the City of Oakdale, its officers, officials, employees, 105

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agents, or volunteers shall be excess of the Lessee’s insurance and shall not contribute with it.
(4) The commercial general liability and automobile liability policies shall allow and be endorsed to include a waiver of subrogation in favor of the City and its officers, officials, employees, agents, and volunteers. (5) Any failure to comply with reporting or other provisions of the policies shall not affect coverage provided to the City of Oakdale, its officers, officials, employees, agents, or volunteers.
(6) Coverage shall state that Lessee’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.
(7) Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to the City of Oakdale. If a carrier will not provide the required notice of cancellation or policy modification, the Lessee shall provide written notice to the City of cancellation or policy modification no later than five (5) business days before cancellation or policy modification. e. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A: VII, licensed to do business in California.
f. Verification of Coverage
Lessee shall furnish a copy of these requirements to Lessee’s insurance agent. The agent shall furnish the City’s Risk Manager with Certificate(s) of Insurance and amendatory endorsements evidencing coverage required by this clause. By sending the requisite documents, the agent is certifying the Lessee maintains the appropriate coverage. All documents are to be received and approved by the City before Lessee takes possession or begins work on the Premises. Lessee, or its insurance agent, shall furnish City with evidence of insurance thirty (30) days prior to expiration of the current certificate(s).
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ARTICLE 9

DEFAULT AND REMEDIES
Section 9.01 EVENTS OF DEFAULT BY LESSEE
This Lease shall be subject to termination by City in the event of any one (1) or more of the following events of default by Lessee:
a. Lessee's failure to pay the Rent or any other monetary obligation herein provided at the time fixed for payment following a ten (10) day written notice that the same is due. b. Lessee’s failure to maintain the Premises pursuant to Section 6.01 of this Lease. c. Lessee’s failure to pay any taxes, including possessory interest taxes or assessments agreed to be paid by Lessee in accordance with the terms of Section 7.01 of this Lease. d. Lessee's failure after thirty (30) days' written notice from City to keep, perform, or observe any term, covenant, or condition of this Lease to be kept, performed, or observed by Lessee.
e. Lessee's failure to replace any improvements on the Premises which have been destroyed by fire, explosion, flood, windstorm, or other calamity within six (6) months after the date of such destruction; provided, however, if such improvements may take longer that six (6) months to repair, Lessee shall have the right, within ninety (90) days after the date of such casualty, to terminate this Lease upon written notice to the City and deliver to the City all insurance proceeds received by Lessee and applicable to the improvements to be retained by the City under the terms of this Lease. f. Lessee's filing of a voluntary petition in bankruptcy or the assignment of all or substantially all of Lessee's assets for the benefit of Lessee's creditors or the institution of proceedings in bankruptcy against Lessee or the appointment of a receiver of the assets of Lessee; provided, however, that if any such proceedings or appointments are involuntary, then they shall not be considered an event of default by Lessee unless Lessee fails to procure a dismissal thereof within sixty (60) days after the institution of involuntary bankruptcy proceedings or the appointment of a receiver. g. Lessee's failure to permit inspection of the Premises, after 24-hours’ written notice thereof, or immediately in the event of an emergency or other urgent condition. h. Lessee's failure to comply with, after written notice is received by Lessee, Minimum Commercial Standards for Aeronautical Business Activity at Oakdale Municipal Airport and the Operating Rules, Regulations and Minimum Standards for Users of the Oakdale Municipal Airport.
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Section 9.02 IMMEDIATE RIGHT OF RE-ENTRY UPON DEFAULT
Upon the occurrence of an "event of default by Lessee," as identified in Section 9.01, City, in addition to any other rights or remedies it may have, shall have the immediate right of re-entry and may remove or cause to be removed all persons and property from the Premises; such property may be removed and stored in a public warehouse or elsewhere at the cost of, and for the account of, Lessee.

Should City elect to re-enter as provided herein, or should it take possession pursuant to legal proceedings or any notice provided for by law, it may terminate this Lease and thereafter relet the Premises and improvements thereon or any part thereof for such term or terms (which may extend beyond the term of this Lease) and such rental or re-rental and upon such other terms and conditions as City in its sole discretion may deem advisable, with the right to make alterations and repairs to Premises and improvements.

Section 9.03 LIENS
Lessee shall keep the Premises and all improvements thereon free from any and all liens arising out of any work performed, materials furnished, or obligation incurred (except as provided in Section

5.01 hereof) by Lessee and to pay to City, upon demand, the cost of discharging such liens (other than those which may have been created pursuant to Section 5.01 hereof) with interest at the prevailing statutory rate from the date of such discharge, together with reasonable attorneys' fees in connection with the settlement, trial, or appeal of any such lien matter.

Section 9.04 WAIVER OF DEFAULTS
No provision of this Lease may be waived except by the written consent of City. Any waiver (whether express or inadvertent) by City of any breach by Lessee of any of the provisions of this Lease shall not constitute a continuing waiver or a waiver of any subsequent breach by Lessee of either the same or a different provision of this Lease. Forbearance or indulgence by City, in any regard, shall not constitute a waiver of any requirement under this Lease, and City shall be entitled to invoke any remedy available to it in equity or by law, despite such forbearance or indulgence.

ARTICLE 10

AIRPORT PLANNING & GRANT AGREEMENT COVENANTS
Section 10.01 AIRPORT PLANS
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City has adopted a Terminal Area Development Plan indicating the general layout of the Airport. City reserves the right to amend such plans or to adopt a new plan and makes no representation as to the location of any of the improvements shown on existing or future plans. City reserves the right to locate and relocate runways, taxiways, aprons, and other facilities owned and constructed by it as in its sole discretion shall be deemed proper by it without any liability, present or future, to Lessee. However, Lessee will be informed of such plans, especially those which would reasonably hinder Lessee’s ability to conduct business, and Lessee shall have the right to terminate this Lease if, in Lessee’s sole discretion, such plans would reasonably hinder Lessee’s ability to conduct its business on the Premises. No plan shall permanently hinder Lessee’s access or use of runways, taxiways aircraft movement areas, aprons, leased facilities, or adjacent parking lots.

Section 10.02 GRANT AGREEMENT COVENANTS
Lessee, its heirs, personal representatives, successors-in-interest, and assigns, as a part of the consideration hereof, shall operate under the following conditions:
a. Lessee acknowledges that the City is subject to Federal Grant Agreement obligations (“Airport Assurances”) as a condition precedent to granting of funds for improvement of the Oakdale Municipal Airport, and accordingly agrees to, and agrees to be bound by, the Airport Assurances provided by the Federal Aviation Administration. Lessee shall comply with these Airport Assurances on file with the City and incorporated by reference.
b. Lessee shall not on the grounds of race, creed, color, national origin, or sex discriminate or permit discrimination against any person or group of persons in any manner prohibited by Part 152 of the Federal Aviation Regulations.
c. Lessee shall comply with the requirements of the Americans with Disabilities Act, including Title III, Nondiscrimination on the Basis of Disability in Public Accommodations and Commercial Facilities, codified at 28 Code of Federal Regulations, Part 36.
d. Lessee shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, disability, veteran’s status, or any other category protected by law. Lessee shall, in all solicitations or advertisements for employees placed by or on behalf of Lessee, state that all qualified applicants will receive consideration for employment without regard to race, color, 109

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religion, sex, national origin, age, disability, veteran’s status, or any other category protected by law.
e. Lessee will send each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understanding, a notice advising the labor union or worker’s representative of the Lessee’s commitments under this paragraph and shall post copies of the notice in conspicuous places available to employees and applicants for employment.
f. Lessee agrees that if facilities are constructed, maintained, or otherwise operated on the Premises, Lessee shall comply with all other requirements imposed pursuant to 49 Code of Federal Regulations Part 21, Nondiscrimination in Federally Assisted Programs of the Department of Transportation, and any amendments to the Regulations.
g. Lessee’s non-compliance with any Airport Assurance provisions shall constitute a material breach. In the event of a breach of any of the nondiscrimination covenants, the City or the United States shall have the right to:
(1) terminate this Lease, or
(2) seek judicial enforcement of said covenants.

ARTICLE 11

OTHER PROVISIONS
Section 11.01 COMPLIANCE WITH LAWS AND REGULATIONS
Lessee, at Lessee's own cost and expense, shall comply with all present and future statutes, ordinances, regulations, and requirements of all governmental entities, both federal and state, and county or municipal, including those requiring capital improvements to the Premises, relating to Lessee's use and occupancy of the Premises whether those statutes, ordinances, regulations, and requirements are now in force or are subsequently enacted. If any license, permit, or other governmental authorization is required for the lawful use or occupancy of Premises or any portion of the Premises, Lessee shall procure and maintain such license, permit, or other authorization throughout the term of this Lease. The judgment of any court of competent jurisdiction, or the admission by Lessee in a proceeding brought against Lessee by any government entity, that Lessee has violated any such statute, ordinance, regulation, or requirement shall be conclusive of that fact as between City and Lessee and shall constitute grounds for termination of this Lease by City after written notice received by Lessee. 110

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Section 11.02 RESERVATION AS TO NAVIGATIONAL AIDS
City reserves the right during the term of this Lease, or any renewal or extension of it, to install air navigational aids, including lighting in, on, over, under, and across the Premises. In the exercise of any of its rights, City agrees to give Lessee no less than ninety (90) days' written notice of its intention to install such air navigational aids. If Lessee's enjoyment of the Premises under this Lease is substantially interfered with by any such installation, Lessee's Rent shall be reduced in proportion to such interference.

Section 11.03 AIRSPACE EASEMENT, HEIGHT RESTRICTIONS
City reserves an easement in the airspace above the surface of the Premises with the right on the part of the City or any Oakdale Municipal Airport user to allow or cause such noise, vibration, discomfort, inconvenience or interference with the use and enjoyment of the Premises that may be caused by reason of the operation of aircraft to and from the Airport. No building, structure, or natural growth, otherwise permitted, shall exceed an elevation allowed according to Federal Aviation Regulation (FAR) Part 77 ‘SAFE, EFFICIENT USE, AND PRESERVATION OF THE NAVIGABLE AIRSPACE’ for obstruction clearance. City reserves the right to regulate the height of any and all buildings, structures, or other improvements to be constructed or erected on the Premises, together with any and all-natural growth.

City shall have the right to enter and remove any building or part thereof, any structure or part thereof, or any improvement or part thereof, which has been constructed or erected without its written consent if in its opinion that building, structure or improvement, or part thereof is a hazard to air navigation. City shall have the right to enter the Premises and remove natural growth or any part thereof which does or may cause a hazard to air navigation. Lessee shall comply with filing requirements of Part 77 of the Federal Aviation Regulations when plans for any building or structure are sufficiently completed so as to show any elevations.

Section 11.04 INSPECTION AND NOTICE
City shall, upon twenty-four (24) hours’ verbal or written notice to Lessee, or immediately in the event of an emergency or other urgent condition, have the right to go upon and inspect the Premises and any and every structure or improvement erected or constructed, or in the course of being erected or constructed, repaired, added to, rebuilt, or restored thereon, and also to serve or to post and to keep posted thereon, or in any part thereof, any notices required by law. 111

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Section 11.05 RIGHT TO AMEND
In the event that the Federal Aviation Administration requires modifications or changes in this Lease as a condition precedent to the granting of funds for the improvement of the Oakdale Municipal Airport or lands and improvements, Lessee agrees to consent to such amendments, modifications, revisions, supplements, or deletions of any of the terms, conditions or requirements of this Lease as may be reasonably required to obtain such funds; provided, however, that in no event will Lessee be required, pursuant to this Section 11.05, to agree to an increase in the rentals provided for in this Lease, to a change in the use to which Lessee has put the Premises, or to any provision which materially modifies Lessee’s obligations under this Lease.

Section 11.06 CONSENT NOT TO BE UNREASONABLY WITHHELD
Whenever consent is required under the terms of this Lease by either Lessee or City, such consent is not to be unreasonably withheld.

Section 11.07 GOVERNING LAW
This Lease, and all matters relating to this Lease, shall be governed by the laws of the County of Stanislaus and the State of California, or other applicable and superseding federal law, in force at the time of any need for interpretation of this Lease or when any decision or holding concerning this Lease arises. Any legal action or proceedings shall be filed in the County of Stanislaus.

Section 11.08 ATTORNEY'S FEES
In the event that either Party shall commence any legal action or proceedings against the other Party concerning the Premises, this Lease, or the rights and duties of either in relation to the Lease, the Party prevailing in that action or proceeding shall be entitled to recover, in addition to any other relief that may be granted in the litigation, all fees, expenses, costs, court costs and a reasonable sum as and for that Party's attorneys' fees that shall be determined by the court in that litigation or in a separate action brought for that purpose. Such recovery shall include court costs and attorneys' fees on appeal, if any. However, if an action is voluntarily dismissed, or dismissed pursuant to a settlement of the case, neither Party shall be entitled to recover its attorneys' fees. Lessee hereby waives the benefit of the notice provisions of section 1161 of the California Code of Civil Procedure. 112

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Section 11.09 EMINENT DOMAIN
City and Lessee agree that if eminent domain proceedings are undertaken by any governmental agency affecting the whole or a part of the Airport, which would adversely affect Lessee's interest hereby, Lessee shall be entitled to compensation consistent with current eminent domain appraisal procedures.

Section 11.10 INVALID PROVISIONS, SEVERABILITY
If any term of this Lease is held invalid by a court of competent jurisdiction, the invalidity of such term shall not invalidate any other term of this Lease; provided, however, that the invalidity of any such term does not materially prejudice either City or Lessee in their respective rights and obligations contained in the valid terms of this Lease.

Section 11.11 MODIFICATIONS
City and Lessee agree that the terms of this Lease constitute the entire Lease between Lessee and City regarding the Premises. However, this Lease may be modified with the written agreement of both Parties.

Section 11.12 LEASE IN MULTIPLE COPIES
This Lease is executed in multiple copies, and each executed copy shall be deemed an original.

Section 11.13 BINDING ON SUCCESSORS
The terms contained in this Lease shall, subject to the provisions as to assignment, apply to and bind the heirs, successors, executors, administrators, and assigns of the Parties.

Section 11.14 NOTICE
Notice shall be effective from the date of mailing. Any and all notices to be given under this Lease, or otherwise, shall be sent via certified mail with postage prepaid to the addresses below. All notices sent by mail shall be accompanied by a copy sent by email.

Lessor Lessee
Oakdale City Clerk MH Properties, LLC
280 North Third Ave. DBA: Sky Ranch FBO
Oakdale, California 95361 6565 Crystal Lane
Email: [email protected] Prescott, Arizona 86301
Email: [email protected]
[email protected]
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[Signatures on following page]
114

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IN WITNESS WHEREOF, the Parties to this Lease have caused it to be executed by their duly authorized officers as of the dates set forth below.

MH PROPERTIES, LLC, DBA Sky Ranch FBO
Dated: _____________________ ________________________________________ John L. Stonecipher
Managing Member of MH Properties, LLC

CITY OF OAKDALE,
a municipal corporation of the State of California
Dated: _____________________ _________________________________________ Jerry Ramar, City Manager
ATTEST:
_______________________________________
Patrick Mondragon, City Clerk
APPROVED AS TO FORM:
_______________________________________
Tom P. Hallinan, City Attorney
EXHIBITS:

Exhibit A: Oakdale Municipal Airport Hangar L-1 Lease Area Exhibit B: Letter of Intent
115
4932-3114-6795, v. 3
EXHIBIT “A”
OAKDALE MUNICIPAL AIRPORT HANGAR L-1 LEASE AREA
116
4932-3114-6795, v. 3
EXHIBIT “B”
Letter of Intent
117
4932-3114-6795, v. 3
118

CITY OF OAKDALE

CITY COUNCIL STAFF REPORT
Date: September 15, 2025
To: Mayor Bairos and Members of the City Council
From: Carina McDonald
Reviewed by: Jeff Gravel, Director, Public Services
Subject: Consider a Resolution Authorizing Acceptance of the Community Park Basketball Court Resurfacing Project in the Amount of $24,350.00 and Authorize the Filing of a Notice of Completion

BACKGROUND
On July 7, 2025 City Council awarded a contract to Vintage Contractors, Inc for the resurfacing of the Community Park Basketball Court. This project consisted of leveling the court to eliminate any low areas, grinding and filling cracks, repairing any bumps, applying three coats of athletic surfacing, and painting basketball court lines.

DISCUSSION
On August 8, 2025 City Staff inspected the resurfacing and striping work and found the project to be complete and in compliance with the scope of work for this project.

AGENDA ITEM 9.9
119

CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Consider a Resolution Authorizing Acceptance of the Community Park Basketball Court Resurfacing Project MEETING DATE: September 15, 2025

FISCAL IMPACT
There were no additional costs or change orders for this project. The final project cost is $24,350.00 as approved by council to be paid from Fund 549 – Parks Replacement Fund.

RECOMMENDATION
Staff recommends the City Council adopt a Resolution Consider a Resolution Authorizing Acceptance of the Community Park Basketball Court Resurfacing Project in the Amount of $24,350.00 and Authorize the Filing of a Notice of Completion.

ATTACHMENTS
Attachment A: Draft City Council Resolution 2025-__
120

IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
CITY COUNCIL RESOLUTION 2025-___

A RESOLUTION OF THE CITY OF OAKDALE CITY COUNCIL AUTHORIZING

ACCEPTANCE OF THE COMMUNITY PARK BASKETBALL COURT RESURFACING PROJECT IN THE AMOUNT OF $24,350.00 AND AUTHORIZE THE FILING OF A

NOTICE OF COMPLETION
WHEREAS, on July 7, 2025 City Council awarded a contract to Vintage Contractors, Inc for the resurfacing of the Community Park Basketball Court. This project consisted of leveling the court to eliminate any low areas, grinding and filling cracks, repairing any bumps, applying three coats of athletic surfacing, and painting basketball court line; and, WHEREAS, on August 8, 2025 City Staff inspected the resurfacing and striping work and found the project to be complete ad in compliance with the scope of work for this project; and,
WHEREAS, there were no additional costs or change orders for this project. The final project cost is $24,350.00 as approved by council to be paid from Fund 549 – Parks Replacement Fund.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Oakdale does hereby authorize Acceptance of the Community Park Basketball Court Resurfacing Project in the Amount of $24,350.00 and authorize the filing of a Notice of Completion.

THE FOREGOING RESOLUTION IS HEREBY ADOPTED THIS 15th DAY OF SEPTEMBER, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

SIGNED:

Cherilyn Bairos, Mayor
ATTEST:

Patrick Mondragon, City Clerk
121

CITY OF OAKDALE

CITY COUNCIL STAFF REPORT
Meeting Date: September 15, 2025
To: Mayor Bairos and Members of the City Council
From: Jason Grogan, Chief of Police
Reviewed by: Jerry Ramar, City Manager
Subject: Consideration of a Resolution Naming the Oakdale Police Department Firearms Range as the Castro-Hilgen Training Facility

BACKGROUND
The Oakdale Police Department's firearms range has undergone a remarkable transformation in recent years. Once a facility in disrepair and limited in its functionality, the range has now become a contemporary, state-of-the-art training environment. This revitalization has not only made the range aesthetically pleasing and user-friendly but has also elevated it to one of the premier law enforcement training facilities in the Central Valley.

This transformation is primarily due to the vision, leadership, and commitment of two individuals: Carlos Castro and Dan Hilgen. Their dedication to reimagining what a professional police training facility should be, along with their hands-on work and oversight, resulted in a modernized range that now serves as a point of pride for the department and the City of Oakdale.

Naming public facilities after individuals is a long-standing tradition that recognizes exceptional service, leadership, or contributions to the community. Both Carlos Castro and Dan Hilgen embody these qualities through their tireless efforts in reshaping the firearms range. Their foresight ensured that the range not only meets the training needs of today’s officers but will also serve future generations of law enforcement professionals.

Designating the range as the Castro-Hilgen Training Facility would:
• Provide permanent recognition for their vision and dedication. • Highlight the City of Oakdale’s commitment to high-quality police training and professional development.
• Create a legacy that inspires future projects and reinforces community pride in public safety infrastructure.

FISCAL IMPACT
The naming of the facility carries no significant fiscal impact, aside from minor costs associated with signage and any ceremonial recognition. These costs will be absorbed within the Police Department’s existing operating budget.

RECOMMENDATION
Staff recommends that the City Council adopt the attached Resolution officially naming the Oakdale Police Department firearms range as the Castro-Hilgen Training Facility.

AGENDA ITEM 11.1
122

CITY OF OAKDALE
City Council Staff Report (Continued)
Subject: Castro-Hilgen Training Facility
Meeting Date: September 15, 2025

ATTACHMENTS
Attachment A – Draft City Council Resolution
Attachment B – Photos of the renovated range (before and after) 123

IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
CITY COUNCIL RESOLUTION 2025-___

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OAKDALE NAMING THE OAKDALE POLICE DEPARTMENT FIREARMS RANGE AS THE “CASTRO-HILGEN TRAINING FACILITY”
WHEREAS, the Oakdale Police Department firearms range was once in disrepair and limited in its effectiveness as a training facility; and WHEREAS, through a vision of improvement and dedication to excellence, the range has been transformed into a contemporary, aesthetically pleasing, and user-friendly facility, now recognized as one of the premier police training ranges in the Central Valley; and WHEREAS, this transformation is primarily the result of the foresight, leadership, and commitment of Carlos Castro and Dan Hilgen, whose contributions have left a lasting impact on the Oakdale Police Department and the community it serves; and WHEREAS, the City of Oakdale desires to recognize and honor these contributions by Carlos Castro and Dan Hilgen by permanently naming the facility in their honor.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Oakdale the Oakdale Police Department firearms training range shall henceforth be officially named the “Castro-Hilgen Training Facility”.

THE FOREGOING RESOLUTION IS HEREBY ADOPTED THIS 15th DAY OF SEPTEMBER 2025 by the following vote:

AYES: Council Members:

NOES: Council Members:

ABSENT: Council Members:

ABSTAIN: Council Members:

ATTEST:

Patrick Mondragon, City Clerk
SIGNED:

Cherilyn Bairos, Mayor
124
Photos of Renovated Range (Before and After)
2013 2025

2013 2025

125

CITY OF OAKDALE

CITY COUNCIL STAFF REPORT
Date: September 15, 2025
To: Mayor Bairos and Members of the City Council
From: Jenny Thompson, Management Analyst
Reviewed by: Jeff Gravel, Public Services Director
Subject: Consider a Resolution Authorizing the City Manager to Execute an Agreement with Public Restroom Company for the Installation of a Public Restroom at Fish Park in the amount of $259,637.00 and 10% Contingency in the amount of $25,963.00 for a total Project Budget of $285,600 to be Funded by the Parks Capital Facilities Fund 343 – CP2605.

BACKGROUND
SB Builders, LLC is developing the Saddlewood Subdivision, consisting of 157 singlefamily residential lots on 21.92 acres on Crane Road, between F Street to the south and Naturewood Drive to the north, which is located within the Crane Crossing Specific Plan (CCSP). Resolution 2022-10 and 2022-11 of the City of Oakdale Planning Commission approved Vesting Tentative Subdivision Map No. 2021-36 and 2021-40 on July 6, 2022.

As a condition of approval, SB Builders, LLC was to install several improvements to Fish Park, including a new restroom. Due to long lead times, the City instead asked SB Builders, LLC to pre-pay a portion of the Parks and Recreation CFFs (Community Facilities Fee), a requirement of all residential projects, so the City could get started on the improvements without holding the Developer up on obtaining occupancy on homes.

AGENDA ITEM 11.2
126

CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Fish Park Restroom Purchase (CP2605)
MEETING DATE: September 15, 2025

DISCUSSION
The proposed restroom facility would be a prefabricated structure, designed and manufactured by Public Restroom Company. The structure includes a concrete foundation and will be delivered to the site for installation. Procurement of this building will be completed through Sourcewell Contract #08172-PRM, a cooperative purchasing agreement available to government entities across the United States. This contract allows municipalities to acquire goods and services that have been competitively bid and vetted, ensuring full compliance with public contracting requirements. The City of Oakdale is a registered participating agency with Sourcewell (ID# 35027).

The new facility will be approximately 172 square feet and will feature two individual unisex, ADA-accessible restrooms. Each restroom will include a baby changing station, stainless steel fixtures, hand dryers, epoxy flooring, and automatic programmable door locks. There will also be a water bottle refill station located on the outside of the building.

A central utility room will house the electrical panel, plumbing, and mechanical systems, providing secure and efficient access for maintenance.

To maintain consistency across city parks, the new restroom will match the color scheme and design features and is the same manufacturer of the existing facilities at both Dorada Park and Greger Sports Park. The building components will be backed by a 5-year manufacturer warranty as well as a 20-year structural warranty, ensuring long-term durability and value.
127

CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Fish Park Restroom Purchase (CP2605)
MEETING DATE: September 15, 2025
128

CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Fish Park Restroom Purchase (CP2605)
MEETING DATE: September 15, 2025

FISCAL IMPACT
This project will be funded by the Parks Capital Facilities Fund 343 and is a currently budgeted project, CP2605.

RECOMMENDATION
Staff recommends that the City Council adopts the Resolution Authorizing the City Manager to Execute an Agreement with Public Restroom Company in the amount of $259,637.00 and authorize a 10% Contingency in the amount of $25,963.00 for a total Project Budget of $285,600.00 to be Funded by the Parks Capital Facilities Fund 343 – CP2605.

ATTACHMENTS
Attachment A: Draft City Council Resolution 2025-__
Attachment B: Purchase Agreement
129

IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
CITY COUNCIL RESOLUTION 2025-___

A RESOLUTION OF THE CITY OF OAKDALE CITY COUNCIL AUTHORIZING THE

CITY MANAGER TO EXECUTE AN AGREEMENT WITH PUBLIC RESTROOM COMPANY IN THE AMOUNT OF $259,637.00 FOR THE FISH PARK RESTROOM INSTALLATION PROJECT AND AUTHORIZING A 10% CONSTRUCTION CONTINGENCY IN THE AMOUNT OF $25,963.00 TO BE FUNDED BY THE PARKS CAPITAL FACILITIES FUND 343 – CP2605
WHEREAS, improvements to Fish Park were required as part of the Saddlewood Subdivision Project; and,
WHEREAS, the City allowed SB Builders, LLC to pre-pay certain Parks and Recreation CFFs to cover the cost for Fish Park Improvements, including a restroom; and, WHEREAS, the new restroom building will be approximately 172 square feet and feature two individual uni-sex, ADA-accessible restrooms and a water bottle refill station. Each restroom will include a baby changing station, stainless steel fixtures, hand dryers, epoxy flooring, and automatic programmable door locks; and,
WHEREAS, procurement of this building will be completed through Sourcewell Contract #08172-PRM, a cooperative purchasing agreement that allows municipalities to acquire goods and services that have been competitively bid and vetted, ensuring full compliance with public contracting requirements; and,
WHEREAS, this project will be funded by the Parks Capital Facilities Fund 343 and is a currently budgeted project.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Oakdale does hereby adopt the Resolution Authorizing the City Manager to Execute an Agreement with Public Restroom Company in the amount of $259,637.00 for the Fish Park Restroom Installation Project and Authorize a 10% Contingency in the amount of $25,963.00 for a total project budget of $285,600.00 to be funded by the Parks Capital Facilities Fund 343 – CP2605.

THE FOREGOING RESOLUTION IS HEREBY ADOPTED THIS 15th DAY OF SEPTEMBER, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

SIGNED:

Cherilyn Bairos, Mayor
Attachment A
130

CITY OF OAKDALE
City Council Resolution 2025-XX
ATTEST:

Patrick Mondragon, City Clerk
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William A Fish Park - City of Oakdale, CA | 08/20/2025| Reference # 11791-12/2/2024-1 2587 Business Parkway | Minden, NV 89423 | www.PublicRestroomCompany.com | p: 888-888-2060 | f: 888-888-1448 1 of 9
Price Proposal: William A Fish Park, Oakdale, CA
Date: August 20, 2025
Reference: 11791-12/2/2024-1
Sourcewell: Contract # 081721-PRM
Our Offer to Sell:

1. Prefabricated Restroom Building delivered to site @ $ 225,254 Public Restroom Company (PRC) herein bids to furnish (building only per plans and specifications, delivered to site with all costs except installation including applicable taxes excluding retention. (Retention is not allowed as this is materials or a product fully assembled before shipment to the site and therefore not subject to retention.)

2. Installation: Turnkey Installation of the Building above @ $ 34,383 with retention allowed.

Public Restroom Company also includes in this two-part quotation our turnkey installation package for this building. Our national factory authorized installation team will:
a. Arrive onsite to confirm and verify the Owner/General Contractor provided scope of work in preparation for installation including access to the site. b. Verify the building pad size, building corners, finished slab elevation, utility depth and location, meter size and distance from building, and compaction compliance. c. Excavate the utility trenches for placement of our prefabricated underground piping tree for the buildings plumbing and electrical, set the kit in place, provide the water test for inspection before backfilling, and then place the site adjacent coarse sand that Owner/Contractor provided alongside the building pad and screed it level for final building placement. PRC will need onsite water availability for wetting the sand bed before building placement to consolidate the pad.
d. Set the building on the site pad.
e. Connect the utility piping stub ups to the building piping stub down building points of connection for water, sewer, and electrical conduit to the building internal electrical panel.

3. Owner/General Contractor Final Tie In of Utilities and other site work:
a. The Owner/Contractor is responsible for making all final plumbing connections at the POC location approximately 4’-6’ outside of the building footprint. b. The Owner/Contractor is responsible for pulling wire and completing all final tie-ins to the electrical panel from the POC location approximately 4’-6’ outside of the building footprint.
c. The Owner/Contractor is responsible for preparing the pad/foundation. PRC will trench through provided pad/foundation to the POC locations provided by the GC between 4’- 6’ outside of the building footprint.

4. Total Cost of Building and Installation @ $ 259,637
Attachment B
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OWNER/GENERAL CONTRACTOR SCOPE OF WORK WITH/WITHOUT FOOTINGS:

Scope of Work Background:

Owner/General Contractor shall survey the site, establish survey for the building pad and prefabricated building slab elevation and front corners, excavate for building footings (if required), locate footing sleeves for electrical, waste, and water, pour the footings (if required), furnish sand base adjacent to subgrade pad, and provide location for utility POC’s nominally 4’-6’ outside the building’s subgrade.

Preparation of Building Pad:

Owner/General Contractor is responsible for providing the building subgrade pad or when required footings to frost depth. Determination of subgrade type is outside of Public Restroom Company’s scope.

Pad/Footing specifications are to be provided by the Owner/General Contractor based on site-specific requirements as determined by AHJ and local soil conditions. Final subgrade design must meet or exceed the minimum design criteria provided for reference by Public Restroom Company.

Subgrade Pad/Foundation Requirements:

1. Owner/General Contractor shall survey the building site and provide a finished slab elevation for the prefabricated building. The building pad size required is larger than the final actual building footprint. Provide building front corner stakes with 10’ offsets.

2. Excavate the existing site to the depth of the required footings to local code if required.

3. Furnish coarse concrete sand adjacent to subgrade pad so PRC can cut the utility trenches, install underground utilities, and screed sand.

4. If determined that under slab vapor barrier and or insulation is required, Owner/General Contractor shall provide materials and installation.

Owner/General Contractor verification of site access to allow Building Delivery:

1. You certify to PRC that suitable delivery access to the proposed building site is available. Suitable access is defined as 14’ minimum width, 16’ minimum height, and sufficient turning radius for a crane and 70’ tractor-trailer.

2. PRC cost is based upon the provided crane being able to get within 35’ of the building’s center and for the delivery truck to be no more than 35’ from the crane center picking point.

3. If the path to the building site traverses curbs, underground utilities, landscaping, sidewalks, or other obstacles that could be damaged, it is the Owner/General Contractor ‘s responsibility for repair and all costs, if damage occurs.

4. If trench plating is required, it shall be the cost responsibility of the Owner/General Contractor.

5. If unseen obstacles are present when site installation begins, it is the Owner/General Contractor responsibility to properly mark them and verbally notify PRC before installation.

6. If weather becomes an issue for safety or site installation delays due to weather, Owner/General Contractor or PRC with General Contractor’s confirmation may call-off set. If building set is stopped, relocation of the building modules to an onsite or offsite location may incur additional costs to Owner/General Contractor.
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Installation Notice and Site Availability:

PRC will provide sufficient notice of delivery of the prefabricated building. The Owner/General Contractor shall make the site available during the delivery period. During the delivery period, on an improved site, Owner should stop site watering several days before delivery to minimize the impact on the soils for the heavy equipment needed for installation.

Caution: If site is not ready for our field crew to perform their installation and if no notice of delay in readiness from Owner/General Contractor is received, PRC will provide a change order for remobilization on a daily basis until the site is ready for us. Ready means that the site pad is completed, the corner required survey stakes are in place, the slab elevation stakes are in place, the location of the front of the building is confirmed on site, and access to the site is available from an improved roadway. Owner/General Contractor shall sign the change order before PRC will continue delivery.

Public Restroom Company will turnkey set the buildings including the hook up of utilities inside the building (only) when they are available. PRC will use its own factory trained staff for the installation.

Utility Connections:

1. PRC to complete all internal building plumbing connections and connections from the electrical panel to building’s fixtures. The Owner/ Contractor is responsible for making the final plumbing connections at the POC location approximately 4’-6’ outside of the building footprint.

2. The Owner/Contractor is responsible for pulling the wire and completing the final tie-in to the electrical panel from the POC location approximately 4’-6’ outside of the building footprint.

3. The Owner/Contractor is responsible for commissioning the building once final utility connections are made. This includes flushing & testing all water service lines before final startup.

Special Conditions, Permits, and Inspection Fees:

Follow any published specifications governing local building procedures for applicable building permit fees, health department fees, all inspection fees, site concrete testing fees, and compaction tests, if required by Owner. PRC is responsible for all required State inspections and final State insignia certification of the building, if applicable.

Jurisdiction for Off-site Work:

Jurisdiction, for permitting and inspection of this building shall be either the State agency who manages prefabricated building compliance in the state or the local CBO (when the State does not provide certification.) If the responsibility for building inspection is the local CBO, PRC will provide a certified plan set, calculations, and a third-party engineer inspection report for any and all closed work the local official cannot see.
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PUBLIC RESTROOM COMPANY SCOPE OF WORK:

Our In Plant/Off-Site Construction Scheduling System:

PRC has several off-site manufacturing centers in the United States, strategically located, with the proper equipment and trained staff to fabricate our custom buildings to our high-quality fit and finish standards. PRC manages quality control in our off-site production facility to comply with the approved drawings and provides an inspection certification and photos as required. When PRC proprietary designed and fabricated material are part of the project, PRC supplies the manufacturing centers with these proprietary components. The in-plant construction process is then scheduled to coordinate with your delivery date through our Operations Division field staff. PRC guaranties on time, at cost delivery weather permitting.

Special Payment and Progress Billing Terms:

Invoicing begins on the 30th of the month following an order and/or the acceptance of the proposal/contract.

The first progress billing invoice will be issued for the commencement of design and engineering of architectural plans. This will be 10% of the contracted amount. Once construction begins invoicing will commence monthly based on plant percentage of completion, supported by photographs.

In the event of project stoppage, additional fees may be assessed for re-mobilization, storage, crane costs, etc. Our discounted project costs are based upon timely payments. Delays in payment could change delivery schedules and project costs.

Delivery and Installation:

Site Inspection:

PRC staff, upon site arrival, will verify the required dimensions of the building pad and the corner locations/elevation. PRC will also verify the delivery path from an accessible road or street and install the underground utilities to the point of connection nominally 6’ from the exterior of the building.

Installation:

PRC will install the building turnkey, except for any exclusion (listed under “Exclusions,” herein.) Installation of Utilities under the Prefabricated Building:

Off-site, PRC fabricates underground utilities (water, and DWV piping and fittings) preassembled plumbing and electrical tree. Our site staff will set the underground tree into code depth excavated trenches and our staff will install the coarse concrete sand to bed the piping per our submitted drawing.

PRC provides all the building’s under-slab piping including the driven electrical ground rod. The Owner/General Contractor brings utility services to between 4’-6’ outside of the building footprint and are responsible for final connections at that point.
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Connection of Utilities Post Building Placement:

After placement of the building on the pad by PRC, our field staff will tie in the water and sewer connection “inside” the building only and terminate at a point of connection (POC) outside the building clearly marked for each utility service. The Owner/General Contractor is responsible for final utility point of service connections at the nominal 4’-6’ from building locations.

Electrical:

PRC provides the electrical conduit to the POC 4’-6’ from the building. The Owner/General Contractor pulls the wire and ties it off on the electrical panel.

Plumbing:

PRC provides the POC between 4’- 6’ from the building footprint and the Owner/General Contractor connects the water to our stub out location.

Sewer:

Some sites depending on the local jurisdiction will require an outside house trap which Owner/General Contractor shall install if needed. PRC will provide you with a sewer point of connection including a clean out to which Owner/General Contractor will terminate the site sewer service.

Testing of Water, Sewer, and Electrical in Plant and Final Site Utility Connection:

Before the building leaves the manufacturing center, PRC certifies a pressure water piping test, DWV, and the electrical connections for compliance with code. While the building is fully tested for leaks at the plant before shipment, road vibration may loosen some plumbing slip fittings and require tightening once the building services (water) is completed. Owner/General Contractor is responsible for minor fitting tightening to handle small slip fitting leaks caused by transportation.

Time of Completion:

PRC estimates a 240 calendar day schedule to complete our scope of work from receipt of written notice to proceed together with signed approved architectural submittals; including final construction documents and structural calculations from all authorities required to approve them.

Exclusions/Exceptions:

1. Access issues for delivery of the building by a clear unobstructed path of travel from an improved roadway to the final installation pad or foundation may cause site delays and extra cost at each site. This exclusion covers sites whose access is limited by trees, inaccessible roadways, overhead power lines at location where crane will lift building, grade changes disallowing our delivery trailers with only 4” of clearance to grade, berms, or uneven site grades, or when the path of travel is over improvements such as sidewalks, all of which are not within the scope of work by PRC. On some sites without on-site storage availability for buildings that cannot be set, relocation to a proximal crane yard and later relocated to the site for installation, will incur additional fees at rates that vary depending on local rates. PRC will provide written costs for this additional work by change order.
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2. If weather on site causes site delivery issues, the delivery may have to be diverted to an off-site location and the additional costs will be a change order to the bid. Our staff works with the Owner/General Contractor in advance to make sure sound decisions for delivery are made to avoid this issue. But sometimes Owner/General Contractor take risks for weather, but this risk is clearly at the Owner/General Contractor risk, not PRC.

3. Sidewalks outside the building footprint.

4. Trench plates or matting needed for protection of site soils, sidewalks, hardscaping, or site utilities shall be the responsibility of the Owner/General Contractor. Any site soils damage or other site improvements if damaged during installation shall be the responsibility of the Owner/General Contractor.

5. Not responsible for removing any soil, sand, or other debris as a result of trenching or installation.

6. Survey, location of building corners, finish floor elevation, excavation, and construction of subgrade building pad and footings (if required) per PRC plans.

7. Soil conditions not suitable for bearing a minimum of 1500 PSF with compaction to 90% maximum dry density shall require Owner/General Contractor correction before building placement. If no soils testing report is available before bid, Owner/General Contractor must verify site supporting soils at a minimum of 1500 PSF because that is the least we can place our structures on or Owner/General Contractor or engineer of record must design a foundation system to meet the imposed loads of site placement.

8. Improper water pressure, an undersized meter, or improper water volume flow to the building may necessitate a change order for installation of a building internal diaphragm tank to provide the minimum flow rate and static pressure of up to 60 PSI and a minimum of 40 PSI to properly flush the fixtures. Building water service chlorination, post installation, shall be by Owner/General Contractor.

9. Our bid included crane costs are based on a maximum 35’ radius from the center pin of the crane (10’ back from the rear of the crane) to the building center point of the furthest building module roof. If additional distance requires a larger crane, additional costs will be assessed by change order to the Owner/General Contractor.

10. Bonds, building permits, a site survey, special inspection fees, minor trash removal (nominally one pickup truck of shipping materials), final utility connections to the on-site water, sewer and electrical are by the Owner/General Contractor. Since the building is fully inspected and tested in plant, minor plumbing leaks (if water is not available when building site work installation is completed) is by the Owner/ General Contractor.

11. Site Traffic Control, if applicable, shall be by Owner/ General Contractor, not PRC.

12. Any equipment installation, site work or special inspections other than described within this proposal, shall be by Owner/General Contractor.

13. Backflow certification if applicable by Owner/ General Contractor.

14. Any Fire Suppression Systems by others, not by PRC.

15. Any future transformers, related shut offs, and disconnects for electrical is by others, not by PRC.

16. If determined that under slab vapor barrier and or insulation is required, Owner/General Contractor shall provide materials and installation.
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17. If required any gutter and downspout materials and installation will be procured and installed by others.

Insurance and Prevailing Wage Certification:

PRC shall comply with the required insurance requirements, wage reports, and safety requirements for the project, including OSHA regulations.

Special Insurance to Protect the Building Before Acceptance:

As PRC requires payment for each month of off-site construction, and since the building is not on owner property where their insurance will cover the building, PRC maintains a special policy that insures the property even when paid for off-site until the building is finally accepted by the owner. This special policy protects the Owner’s custom ordered materials to be used in the fabrication of the building during this period. PRC provides this Stock Throughput Policy to cover the building materials from supplier to manufacturer, while it is being built off-site, while in transit to the job site, during and after it is installed on-site until final acceptance. This special policy has a $1,000,000 coverage limit. This exceeds the cost of any single building offered for sale herein.

Errors and Omissions Insurance:

Our firm employs licensed architects, engineers, and drafting staff to provide design of our buildings.

Since these buildings are required to meet accessibility standards and building codes on site, and since PRC is the designer, PRC carries Errors and Omissions Insurance (E & O) to protect our clients from any errors. The policy covers a limit of up to $2,000,000 per occurrence and is more clearly explained in the insurance certificates provided after receipt of a purchase order.

WARRANTY:

All work performed by PUBLIC RESTROOM COMPANY (called “Company”) shall be warranted to the Owner to be of good quality, free of faults and defects in material, workmanship, and title for 5 years from last date of installation if building is installed by Company or 1 year if building is installed by Owner or Owner’s agent without on-site supervision by Company. Company warranty on building shell including exterior walls, concrete 8” slab/foundation, and roof system is warranted for 20 years structurally. The Company will repair or replace at their sole option any defects in work upon proper notice to the below stated address below.

Owner/General Contractor selected parts and materials that are not PRC approved will not be covered under PRC’s 5 year component warranty. These selections will be covered only by any available manufacturer warranty.

Our Company extended warranties shall be Company only and shall have no effect on any required Performance, Payment, or Warranty Bonds where Surety shall assume no liability to the Company, the Owner, or any third parties should the Company fail for any reason to deliver acceptable maintenance warranties beyond the one year period. The warranty extension is solely between the owner and PRC and not the general contractor, bonding company, or architect/engineer of record. 138
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This warranty applies only if all work performed by Company has been fully paid for, including change orders if applicable. Company has no responsibility for any neglect, abuse, or improper handling of building product.

The warranties expressed herein are exclusive, and are in lieu of all other warranties expressed or implied, including those of merchantability and fitness.

There are no warranties which extend beyond those described on the face of this Warranty. The foregoing shall constitute the full liability of the Company and be the sole remedy to the Owner.

Term of Offer to Sell and Owner/General Contractor Acceptance:

This offer is valid for acceptance within 90 days or when a part of a public bid for the applicable duration imposed within the Owner’s bid documents. Acceptance is by approving our post bid preliminary notice to begin drawings subject to final Owner/General Contractor approval of our submittals and receipt of a contract or a purchase order/contract.

Special Notice of Possible Project Cost Increases as a Result of Late Payments:

In the event of delayed or late payment, PRC shall have the right to remedies including late charges, overall project total cost increases, and other damages as allowed by applicable law. The contract price quoted herein is a discounted price based upon our receipt of progress payments as invoiced on the agreed billing schedule of PRC. In the event of non-payment, PRC will provide a 5 day written notice to cure and if payment is still not received, the discounted price for the payment due may increase, to an undetermined amount, to cover work stoppage, remobilization, cancellation of materials and subsequent restocking charges, resale of the contracted building to another party, storage fees, additional crane fees, travel and per diem costs for field crews, and any other cost applicable to the project, as allowed by law. Interest if applicable to non-payment will be assessed at the maximum amount allowed by law or 18% whichever is greater.

Termination:

Upon Termination for any reason, Owner/General Contractor shall be liable for the cost of all work performed up to the date of termination. Additionally, Owner/General Contractor shall pay for off-site demolition and disposal of the partially or fully fabricated building as well as any non-returnable materials which were custom-ordered to complete fabrication in PRC’s factory location. Any returned materials are subject to return and restocking fees at the Owner/General Contractor expense.

Venue for Contract Jurisdiction:

Public Restroom Company requires all contracts accepted by our firm to hold that the venue for legal jurisdiction for this contract offer and acceptance shall be Douglas County, Nevada. In the event of your default, PRC shall be entitled to the full amount due including reasonable attorney fees, costs, storage, expenses of physical recovery, and statutory interest, as allowed by law. 139
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No modifications to this offer shall be authorized unless confirmed in writing by the President of Public Restroom Company.

Offered by: Public Restroom Company by _________________________________ Charles E. Kaufman IV, President
This provides conditional acceptance of this preliminary purchase order for this building subject to acceptance of the submittals, furnished by Public Restroom Company. Once you accept the preliminary submittals, this shall become a final purchase agreement or at your discretion the final purchase order or a contract may be substituted with this attached.

Accepted by:
_______________________________ _______________________________ Authorized Signature Date Signed
_______________________________ _______________________________ Printed Name Legal Entity Name and Address
140
PROJECT REF#: 11791-12/2/2024-1
COPYRIGHT 2024,

PUBLIC RESTROOMCOMPANY THISMATERIAL IS THEEXCLUSIVE PROPERTYOF PUBLIC RESTROOM

COMPANY AND SHALLNOT BE REPRODUCED,USED OR DISCLOSED TO

OTHERS EXCEPT ASAUTHORIZED BY THEWRITTEN PERMISSIONOF PUBLIC RESTROOM COMPANY.

OAKDALE, CALIFORNIA

RESTROOM BUILDING
2587 BUSINESS PARKWAY
MINDEN NEVADA 89423
P: 888-888-2060 F: 888-888-1448
www.PublicRestroomCompany.com
A. FISH PARK

WILLIAM

FLOOR PLAN
SCALE: NOT TO SCALE

THIS CONCEPTUAL/ PRELIMINARY DESIGN AND THE
3D RENDERING IS AN ARTISTIC INTERPRETATION OF
THE DESIGN. IT IS NOT MEANT TO BE AN EXACT
RENDITION OF THE FINISH PRODUCT. SOME ITEMS

MAY NOT BE STANDARD AND/OR SUBJECT TO

CHANGE DURING PROJECT DEVELOPMENT
141
10'-10" (ROOF OVERALL)
8'-8" (BUILDING) 8" 1'-6" UTILITY CHASE ELEC. PANEL 20'-8" (ROOF OVERALL) 8" 19'-4" (BUILDING OVERALL) 8" 7'-4" 4'-8" 7'-4" BC ACC/ RR ALL GENDER BOTTLE FILLER 9'-2" (SLAB OVERALL) 19'-10" (SLAB OVERALL) BC ACC/ RR ALL GENDER 12'-4" 4 12 T.O. SLAB 0'-0" T.O. WALL 7'-4" LAP SIDING CORR. METAL SIDING RESTROOM ALL GENDER STATION CHANGING RESTROOM ALL GENDER STATION CHANGING BOTTLE FILLER 12'-4" T.O. SLAB 0'-0" T.O. WALL 7'-4" LAP SIDING 1- ELEVATION 1 SCALE:3/16"=1'-0" ELEVATION 2 SCALE:3/16"=1'-0" 2- FLOOR PLAN SCALE: 3/16"=1'0" PROJECT #: MAX. PERSON / HOUR: REVISION # 11791 90SHEET# START 10/25/2024 DATE: DRAWN BY: EOR REVISION DATE: - DRAWN BY: C O P Y R I G H T 2 0 2 4 , P U B L I C R E S T R O O M C O M P A N Y T H I S MATERIAL IS THE EXCLUSIVE P R O P E R T Y O F P U B L I C R E S T R O O M C O M P A N Y A N D SHALL NOT BE REPRODUCED, U S E D , O R D I S C L O S E D T O O T H E R S E X C E P T A S AUTHORIZED BY THE WRITTEN P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y . ~NOT FOR CONSTRUCTION ~ PRELIMINARY DESIGN DRAWING ONLY ~ DO NOT SCALE, DIMENSIONS PRESIDE PROJECT: BUILDING TYPE: S WILLIAM A. FISH PARK OAKDALE, CA RESTROOM BUILDING PROJECT REF#: 11791-10/25/2024-0 THIS CONCEPTUAL/ PRELIMINARY DESIGN AND THE 3D RENDERING IS AN ARTISTIC INTERPRETATION OF THE DESIGN. IT IS NOT MEANT TO BE AN EXACT RENDITION OF THE FINISH PRODUCT. SOME ITEMS MAY NOT BE STANDARD AND / OR SUBJECT TO CHANGE DURING PROJECT DEVELOPMENT 142

CITY OF OAKDALE

CITY COUNCIL STAFF REPORT
Date: September 15, 2025
To: Mayor Bairos and Members of the City Council
From: Tyler Hendon, Sr. Engineering Tech. / Airport Manager Reviewed by: Jeff Gravel, Public Services Director
Subject: Consideration of a Resolution Awarding a Contract to Flores Excavation and Demolition Inc. for the Demolition of a City-owned Modular Home, Located at the Oakdale Municipal Airport, in the Amount of $8,516.00 to be funded by Airport Capital Replacement Fund 657.

BACKGROUND
The Oakdale Airport has had the modular home on the airport property for many years, many of which the airport caretaker has occupied. The home is no longer habitable. The Airport Caretaker has been relocated to the city-owned property at 9867 Jackson Road and will continue to provide his services to the airport. Now that the home is no longer occupied, it will need to be demolished so Helius (Lessor of Hangar L-2 & L-4) can construct pilots’ quarters, subject to City review at a later time.

DISCUSSION
The existing modular home has fallen into significant disrepair and no longer serves a meaningful purpose for the city. Positioned at the main entrance of the airport, its deteriorated condition creates a poor first impression and detracts from the overall image of the airport grounds. In recognition of the airport’s importance as a gateway to the community, we plan to remove the outdated structure and replace it with a new, modern facility that will serve as a dedicated pilots’ quarters. This will enhance both the appearance and functionality of the airport while providing a valuable amenity for Helius’ Pilots.

Project Location
AGENDA ITEM 11.3
143

CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Consideration of a Resolution awarding a contract to Flores Excavation and Demolition Inc. for the demolition of a city owned modular home, located at the Oakdale Municipal Airport, for the amount of $8,516.00 funded by Aviation Fund 657
MEETING DATE: September 15, 2025
Staff requested bids from (3) three Contractors and the results are as follows:

Rank Contractor Amount
1 Flores Excavation and Demolition, Inc. $8,516.00
2 CVE Demolition $12,960.00
3 Central Valley Demolition $14,875.00
The low bidder for the project is Flores Excavation and Demolition, Inc. in the amount of $8,516.00. This bid includes the asbestos survey fee as well and the other bids did not.

This bid does not include any asbestos abatement if the test comes back positive. Staff has reviewed the bids and recommend awarding the project to Flores Excavation and Demolition, Inc.

FISCAL IMPACT
The fiscal impact of this project is $8,516.00. This will be funded from the Aviation Fund 657.

RECOMMENDATION
Staff recommends that the City Council adopt the resolution awarding a contract with Flores Excavation and Demolition Inc. for the demolition of a city owned modular home, located at the Oakdale Municipal Airport in the amount of $8,516.00 funded by Aviation Fund 657.

ATTACHMENTS
Attachment A: Draft City Council Resolution 2025-__
Attachment B: Contractor Agreement & Bid
144

IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
CITY COUNCIL RESOLUTION 2025-___

A RESOLUTION OF THE CITY OF OAKDALE CITY COUNCIL AWARDING A

CONTRACT WITH FLORES EXCAVATION AND DEMOLITION INC, FOR THE

DEMOLITION OF A CITY OWNED MODULAR HOME, LOCATED AT THE OAKDALE AIRPORT, IN THE AMOUNT OF $8,516.00 TO BE FUNDED BY AVIATION FUND 657 WHEREAS, the Oakdale Airport has had the modular home on the airport property for many years, many of which the airport caretaker has occupied. The home is no longer habitable; and,
WHEREAS, the existing modular home has fallen into significant disrepair and no longer serves a meaningful purpose for the City; and,
WHEREAS, the low bidder for the project is Flores Excavation and Demolition, Inc. in the amount of $8,516.00; and,
WHEREAS, this will be funded from the Airport Capital Replacement Fund 657; and, NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Oakdale does hereby awards a contract with Flores Excavation and Demolition, Inc. for the demolition of a city modular home, located at the Oakdale Airport, in the amount of $8,516.00.

THE FOREGOING RESOLUTION IS HEREBY ADOPTED THIS 15th DAY OF September, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

SIGNED:

Cherilyn Bairos, Mayor
ATTEST:

Patrick Mondragon, City Clerk
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146
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149
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152
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162

CITY OF OAKDALE

CITY COUNCIL STAFF REPORT
Date: September 15, 2025
To: Mayor Bairos and Members of the City Council
From: Jeff Gravel, Public Services Director
Subject: Consider a Resolution Adopting the 2025 Oakdale Construction Improvement Standards Update

BACKGROUND
The City of Oakdale maintains formal construction standards that guide the design and construction of public infrastructure associated with both public projects and private development. These standards, known as the Oakdale Improvement Standards, are periodically updated to reflect changes in policy, technology, and best practices. The standards address, but are not limited to, streets, sewer, water, storm drainage, lighting, and fire-related facilities. Previous updates were completed in 2010, 2015, and 2018.

This is just an update.

DISCUSSION
Adoption of the updated Oakdale Improvement Standards will provide Public Works with the necessary authority to enforce construction standards and ensure consistency across all projects throughout the City. In addition, the updated specifications will:
• Provide clarity and consistency for contractors, developers, and City staff. • Ensure that all public improvements are constructed to a durable and safe standard.
• Promote fairness by holding all projects to the same requirements. • Establish a framework for future updates as construction methods and materials evolve.
• Reduce the potential for disputes over project requirements.

Key updates in this revision include:
• LED street lighting requirements.
• Fire service–related standards (in coordination with Modesto Fire). • Updates to water service components.

By maintaining current standards, the City can ensure that new development applications and City-led capital projects involving streets, sewer, water, or storm systems are designed and constructed using the most up-to-date methods and materials. In addition, these standards are required to be adopted to receive certain grants.

This update also provides for flexibility by allowing minor modifications to the standards when necessary to address unique site conditions or evolving construction practices. Any such modifications require prior approval by both the City Engineer and the Public Services Director to ensure alignment with the intent of the standards while maintaining quality and accountability.

AGENDA ITEM 11.4
163

CITY OF OAKDALE
City Council Staff Report (Continued)
SUBJECT: Consider a Resolution adopting the 2025 Oakdale Construction Improvement Standards Update MEETING DATE: September, 15 2025

FISCAL IMPACT
There is no fiscal impact associated with the adoption of the Oakdale Construction Improvement Standards on the General Fund.

RECOMMENDATION
Staff recommends the City Council adopt a Resolution accepting the 2025 Oakdale Construction Improvement Standards update.

ATTACHMENTS
Attachment A: Draft City Council Resolution 2025-__
Attachment B: 2025 Oakdale Construction Improvement Standards 164

IN THE CITY COUNCIL

OF THE CITY OF OAKDALE

STATE OF CALIFORNIA
CITY COUNCIL RESOLUTION 2025-___
A RESOLUTION OF THE CITY OF OAKDALE CITY COUNCIL ADOPTING THE 2025

OAKDALE CONSTRUCTION IMPROVEMENT STANDARDS UPDATE
WHEREAS, the City of Oakdale has established construction improvement standards to ensure that public infrastructure is designed and constructed in a safe, durable, and consistent manner; and,
WHEREAS, the Oakdale Improvement Standards provide guidance for both public projects and private development, covering key infrastructure elements including streets, sewer, water, storm drainage, lighting, and fire-related facilities; and, WHEREAS, the adoption of the 2025 Oakdale Standard Specifications will provide Public Works with the authority to enforce consistent standards, promote fairness in project delivery, and ensure high-quality public improvements for the community; and, WHEREAS, there is no fiscal impact on the General Fund
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Oakdale does hereby adopt the 2025 Oakdale Construction Improvement Standards Update.

THE FOREGOING RESOLUTION IS HEREBY ADOPTED THIS 15th DAY OF September, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

SIGNED:

Cherilyn Bairos, Mayor
ATTEST:

Patrick Mondragon, City Clerk
165
Oakdale
Improvement Standards
Adopted September 2025
166

CITY OF OAKDALE

IMPROVEMENT STANDARDS

PUBLIC SERVICES DEPARTMENT
455 S. Fifth Street
Oakdale, California 95361
Updated 09/02/2025
These Improvement Standards of the City of Oakdale were created by the Public Services Department to regulate the design and construction of public improvements and private improvements that serve the general public. These Improvement Standards consist of two parts 1) Specifications and 2) Drawings.

TABLE OF CONTENTS
SPECIFICATIONS:

1. GENERAL .................................................................................................................................... 1

2. STREETS...................................................................................................................................... 5

3. WATER........................................................................................................................................ 14

4. SEWER........................................................................................................................................ 27

5. STORM ....................................................................................................................................... 32

6. SAFETY........................................................................................................................................ 36

7. UTILITIES..................................................................................................................................... 39

8. LIGHTING.................................................................................................................................... 41

9. LANDSCAPING (FUTURE)............................................................................................................ 45

10. SITE IMPROVEMENTS................................................................................................................. 46

11. FIRE ............................................................................................................................................ 48

12. STORM WATER QUALITY............................................................................................................ 60 DRAWINGS:

1. GENERAL
PROJECT BILLING INFORMATION FORM .................................................................................... 1 SITE IMPROVEMENT REVIEW FORM .......................................................................................... 2 SUBDIVISION IMPROVEMENT REVIEW FORM............................................................................ 3 PARCEL MODIFICATION REVIEW FORM ..................................................................................... 5 STANDARD ENCROACHMENT PERMIT ....................................................................................... 6 GRADING PERMIT....................................................................................................................... 8 FIRE HYDRANT USE PERMIT ....................................................................................................... 10 GENERAL NOTES FOR CIVIL IMPROVEMENT PLANS ................................................................... 11 GENERAL NOTES FOR SUBDIVISIONS ......................................................................................... 1-A

2. STREETS
LOCAL RESIDENTIAL ................................................................................................................... 2-A FEATURE RESIDENTIAL ............................................................................................................... 2-B COLLECTOR RESIDENTIAL ........................................................................................................... 2-C 2-LANE ARTERIAL ....................................................................................................................... 2-D 2-LANE ARTERIAL (With Class I Bike Path).................................................................................. 2-E 2-LANE ARTERIAL (Commercial Frontage).................................................................................. 2-F 167
4-LANE ARTERIAL (Commercial Frontage).................................................................................. 2-G 4-LANE ARTERIAL (Adjacent to Residential) ............................................................................... 2-H CUL-DE-SAC................................................................................................................................ 2-I STREET KNUCKLE........................................................................................................................ 2-J VERTICAL CURB & GUTTER......................................................................................................... 2-K DRIVE-OVER CURB & GUTTER .................................................................................................... 2-L SIDEWALK JOINTS....................................................................................................................... 2-M PEDESTRIAN RAMP – CASE “A” .................................................................................................. 2-N PEDESTRIAN RAMP – CASE “B” .................................................................................................. 2-O PEDESTRIAN RAMP – CASE “C” .................................................................................................. 2-P DRIVEWAY – CASE “A”................................................................................................................ 2-Q DRIVEWAY – CASE “B”................................................................................................................ 2-R DRIVEWAY – CASE “C”................................................................................................................ 2-S ALLEY APPROACH....................................................................................................................... 2-T VALLEY GUTTER.......................................................................................................................... 2-U MONUMENT AND RECEPTACLE ................................................................................................. 2-V ON-STREET PARKING.................................................................................................................. 2-W CURB EXTENSION....................................................................................................................... 2-X

3. WATER
WATER VALVE BOX..................................................................................................................... 3-A 1” WATER SERVICE (Residential)................................................................................................ 3-B 2” WATER SERVICE (Commercial) .............................................................................................. 3-C METER BOX PAD......................................................................................................................... 3-D FIRE HYDRANT............................................................................................................................ 3-E THRUST BLOCK........................................................................................................................... 3-F WATER BLOW-OFF ..................................................................................................................... 3-G COMMERCIAL BACKFLOW CONFIGURATION ............................................................................. 3-H SMALL BACKFLOW (RP) - for 3/4” to 2” services........................................................................ 3-I LARGE BACKFLOW (RP) - for 3” to 10” services.......................................................................... 3-J TEMPORARY BACKFLOW (RP) .................................................................................................... 3-K DOUBLE DETECTOR CHECK (for fire lines).................................................................................. 3-L SAMPLING STATION ................................................................................................................... 3-M AIR RELIEF VALVE ....................................................................................................................... 3-N METER BOX PAD & SAMPLING STATION .................................................................................... 3-O

4. SEWER
SEWER LATERAL ........................................................................................................................ 4-A CUT-IN WYE................................................................................................................................ 4-B SEWER MANHOLE ..................................................................................................................... 4-C DROP MANHOLE ........................................................................................................................ 4-D TERMINAL CLEANOUT................................................................................................................ 4-E CONCRETE ENCASEMENT........................................................................................................... 4-F SAND & GREASE INTERCEPTOR .................................................................................................. 4-G

5. STORM
CATCH BASIN ............................................................................................................................. 5-A CONCRETE PIPE INLET ................................................................................................................ 5-B STORM DRAIN MANHOLE .......................................................................................................... 5-C LARGE TRUNK MANHOLE........................................................................................................... 5-D SIDEWALK DRAIN ....................................................................................................................... 5-E RAINFALL INTENSITY CURVE....................................................................................................... 5-F 168

6. SAFETY
STREET NAME SIGN.................................................................................................................... 6-A STOP SIGN.................................................................................................................................. 6-B BLUE REFECTOR PLACEMENT..................................................................................................... 6-C BARRICADE – DEAD END STREET................................................................................................ 6-D BARRICADE – STREET TRANSITION............................................................................................. 6-E

7. UTILITIES
TRENCH BACKFILL – T-CUT ........................................................................................................ 7-A

8. LIGHTING
POLE FOUNDATION.................................................................................................................... 8-A INSTALLATION LAYOUT .............................................................................................................. 8-B PULL BOX.................................................................................................................................... 8-C DRY UTILITY TRENCH SECTION ................................................................................................... 8-D DECORATIVE LIGHT .................................................................................................................... 8-E LIGHTED BOLLARD...................................................................................................................... 8-F TREE WELL ELECTRICAL OUTLETS............................................................................................... 8-G

9. LANDSCAPING (FUTURE)

10. SITE IMPROVEMENTS
ON-SITE DRYWELL – VERTICAL CURB & GUTTER ....................................................................... 10-A ON-SITE DRYWELL ...................................................................................................................... 10-B PARKING LOT STANDARDS TYPICAL LAYOUT.............................................................................. 10-C (SINGLE) CONCRETE BLOCK TRASH ENCLOSURE ........................................................................ 10-D (DOUBLE) CONCRETE BLOCK TRASH ENCLOSURE ...................................................................... 10-E ROOF COVER TRASH ENCLOSURE............................................................................................... 10-F PIPE BOLLARD............................................................................................................................. 10-G

11. FIRE
REQUIREMENTS ON PRE-FIRE PLANS ........................................................................................ 11-C 169
Oakdale Improvement Standards 1 1. General

1. GENERAL

1.1 GENERAL:

These Improvement Standards of the City of Oakdale include the Specifications and Drawings as contained herein. These Improvement Standards have been prepared to aid all persons engaged in the design and construction of public works within the City of Oakdale. Portions of these standards also apply to private work within the city limits, such as site improvements for commercial developments.

This document is not intended to be used as Contract Documents between the City or private developer and a contractor. Rather, separate Contract Documents must be prepared for each project with Special Provisions applicable to that particular project.

1.2 DEFINITIONS
The following definitions shall apply to these Improvement Standards:

City - City of Oakdale
CA-MUTCD – The current version of the California Manual on Uniform Traffic Control Devices.

Developer - Subdivider, Developer, Property Owner, Registered Engineer or Contractor proposing to design or construct public improvements (or private improvements that serve the general public) in the City of Oakdale.

City Engineer - City Engineer of the City of Oakdale or his authorized representative.

Improvement Plans – Plans of proposed improvements prepared by the Developer or City and approved by City Engineer.

Engineering Division - Engineering Division of the City of Oakdale.

Special Provisions - Specifications accompanying contract documents.

City Contractor - Persons engaged in construction under contract with the City of Oakdale.

Standards - These Improvement Standards of the City of Oakdale. They include both the text (specifications) and drawings contained herein.

State Standards - The current edition of the Improvement Standards and Plans of the State of California, Department of Transportation.

State Traffic Manual – The current edition of the California Department of Transportation Traffic Manual.

Utility - water, sewer, storm drain , gas, electric, telephone, cable, irrigation, railroads, etc.

1.3 APPLICATIONS:

The Engineering Division is responsible for approving and inspecting all underground and surface improvements within the City related to development, and accepting public improvements. They are also responsible to check and approve all Final Subdivision Maps, Final Parcel Maps, Lot Line Adjustments, Lot Mergers, etc. Generally, such work will be reviewed and approved under one of the following four application categories:

A. SUBDIVISIONS: Includes residential or industrial/commercial developments where a property is subdivided into smaller parcels and new streets, underground utilities, or other public improvements will be installed.

Such projects must receive Planning Approval (Tentative Subdivision Map or Tentative Parcel Map), and have obtained a set of Conditions of Approval prior to filing an application with the Engineering Division under this category. The following Applications/Guidance Documents provide a checklist and instructions 170
Oakdale Improvement Standards 2 1. General
for processing an application under this category. The applicant shall submit all applicable information, materials, and fee deposit called for in these documents:

1. Subdivision Improvement Plan Review Form

2. Project Billing Information Form
B. SITE IMPROVEMENTS: Includes site improvements on private property. In most cases these improvements are part of a building permit application, and are subject to a planning approval process prior to seeking a building permit. The Building Department takes the lead on the building permit application, but the Civil & Landscape Plans must be processed separately through the Engineering Division for approval. The following Applications/Guidance Documents provide a checklist and instructions for processing an application under this category. The applicant shall submit all applicable information, materials, and fee deposit called for in these documents:

1. Site Improvement Plan Review Form

2. Project Billing Information Form
C. PARCEL MODIFICATIONS: Includes Parcel Maps (that don’t require public improvements), Lot Line Adjustments and Lot Mergers. The following Applications/Guidance Documents provide a checklist and instructions for processing an application under this category. The applicant shall submit all applicable information, materials, and fee deposit called for in these documents:

1. Parcel Modification Plan Review Form

2. Project Billing Information Form
D. MINOR IMPROVEMENTS: Improvements that do not “fit” into categories A thru C above, such as driveway installation or modification, or utility connections/modifications, etc., that occur within the public right-ofway, are considered “minor improvements” and are generally reviewed, approved, inspected and accepted under an Encroachment Permit (See 1.4.B).

1.4 PERMITS:

The following permits are administered by the Engineering Division.

A. GRADING PERMIT: All grading and underground utility installation activities within the City are subject to a grading permit. This includes both Subdivisions (1.3.A), and Site Improvements (1.3.B). The permit application (which includes instructions and fees) is included in Section 1 of the Standard Drawings.

B. ENCROACHMENT PERMIT: Any proposed improvements within City right-of-way, on City Property, or to be made to existing City infrastructure will require an encroachment permit. An encroachment permit may be issued as a stand-alone permit under Minor Improvements (1.3.D), or as part of a Subdivision (1.3.A), or Site Improvements (1.3.B). The permit application (which includes instructions and fees) is included in Section 1 of the Standard Drawings.

C. FIRE HYDRANT USE PERMIT: Any use of fire hydrant water (for temporary construction water) is subject to a Fire Hydrant Use Permit. The permit application (which includes instructions and fees) is included in Section 1 of the Standard Drawings.

1.5 PLANS:

Improvement Plans prepared by the Developer shall be submitted to the Engineering Division for approval prior to commencement of any work. The Improvement Plans shall be printed on 24”x36” sheets and shall include Plan & Profiles for proposed improvements on all public streets. The General Notes sheet shall include the “City of Oakdale General Notes” found in Section 1 of the Standard Drawings. 171
Oakdale Improvement Standards 3 1. General
Developer shall follow the application and permit procedures described in Sections 1.3 & 1.4, and pay applicable fees. All fees for plan check and inspection are deposit-based fees. Any unused portion of the deposit will be returned to the applicant upon project completion/acceptance. In the event the initial deposit is insufficient for charges incurred, the applicant will be notified by the city and an additional deposit will be requested.

1.6 INSPECTION:

All work and materials furnished under these Improvement Standards shall be subject to the inspection and approval of the City Engineer. The City Engineer shall have access to the work at all times and shall be furnished every reasonable opportunity for ascertaining that the methods, materials and workmanship are in accordance with the requirements and intents of these Improvement Standards. Failure of the City Engineer to note faulty material or workmanship during construction or on material submittals shall not relieve the Developer or Contractor of the responsibility for correcting such deficiencies at his expense.

All trench, bore, and slurry seal restoration work is subject to inspection and approval by the Public Works Department. The City reserves the right to require corrective action if restoration does not meet City standards or general industry standards. See Section 1.9 for additional information and standards.

1.7 RECORD DRAWINGS:

Prior to the City’s acceptance of public improvements, the Developer shall submit a set of Record Drawings depicting any modifications made during construction.

1.8 DEVIATIONS:

These Improvement Standards are intended to be a minimum standard. However, any deviations intended by the Developer to exceed these Improvement Standards are to be specifically approved in writing by the City Engineer.

Materials proposed for use and not specified herein, shall be submitted for approval by the City Engineer prior to ordering such material.

Underground work shall not be backfilled or covered until an inspection by the City Engineer has been made and the work approved. Any work that is covered without an inspection shall be uncovered at the Developer's expense in order for an inspection to be made.

The City Engineer shall have access to the work at all times and shall be furnished every reasonable facility for ascertaining that the work done, materials used, and workmanship performed are in accordance with the requirements and intentions of these Improvement Standards. Failure of the City Engineer to not identify faulty material or workmanship during construction or on material submittals shall not relieve the Developer of the responsibility for correcting such deficiencies at his expense.

1.9 SLURRY SEAL RESTORATION:

Slurry seal restoration limits shall be determined by City staff and will typically be described in conditions of approval or an approved encroachment permit. When required, minimum standards for slurry seal restoration work shall include but not be limited to the conditions:
• Slurry seals shall be Type II, unless otherwise noted. • The area to be sealed shall be properly cleaned, crack filled, and prepped, typical for application of a Type II slurry seal.
• Slurry seal limits shall extend from the edge of the pavement cut or repair to either (1) a minimum of five feet (5’) in all directions, (2) to the nearest lane line, or (3) to the nearest edge of pavement, whichever option is greatest.
• If slurry limits fall within twenty-five feet (25’) of another slurry limit, then the area between shall be included with a continuous, uniform application.
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Oakdale Improvement Standards 4 1. General
• Limits of slurry shall be clean and straight cut edges. Feathering shall be allowed at gutter pans or edge of pavement. Slurry seal that spills into the gutter pan shall be removed immediately. • All striping and street markings shall be removed prior to application and replaced to match existing. All striping and street markings shall be thermoplastic. Striping application shall occur between 7 and • Utility covers within the slurry limits shall be covered and protected during the application. • Slurry seals shall be warrantied for a period of one (1) year from the date of acceptance. Reflective cracking shall be crack filled at the end of the warranty period. • At the City’s discretion, applicants may be required to post a refundable cash deposit for the guarantee of the slurry seal. Deposit amounts will be based on total area of slurry seal limits.

1.10 GUARANTEE:

The Developer, City Contractor or Utility shall inspect and repair all work done on improvements in the public right-of-way for a period of 1 year from the date the work is accepted as complete by the City Council or the City Engineer, whichever is the later date. If repairs are required during the 1-year period, the repaired areas shall be inspected and accepted, and the warranty extended for an addition year from the date of acceptance.

END OF SECTION

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Oakdale Improvement Standards 5 2. Streets

2. STREETS

2.1 GENERAL:

Street improvements in the public right-of-way shall be constructed by the Developer to conform to these Improvement Standards. Only a contractor with an appropriate license and required insurance may perform the work described herein.

Any existing street improvement damaged by the Developer shall be repaired by the Developer as required by the City Engineer. See section 2.27 for street moratorium information and requirements.

When an existing City Street Tree(s) is within a proposed improvement project, the Developer must meet the requirements of the City of Oakdale Tree Ordinance. Contact the Planning Department for further information before commencement of work.

Proper permits shall be acquired prior to commencement of work, per Section 1 of these standards.

2.2 GEOMETRIC DESIGN:

The street widths shall conform to applicable street section details in these standards.

The gutter slope shall not be less than 0.0025.

The streets shall be designed to collect storm water at intersections whenever possible.

Horizontal curves shall conform to the following criteria:
(a) Minimum horizontal curve radii for centerline of residential streets shall be 250 feet. For streets other than residential, the curve radii for centerline shall conform to the current edition of the Caltrans Highway Design Manual, Standards for Curve Radii.
(a) Street intersections shall be as near right angles as practical. In no case shall the angle of intersection be less than 70 degrees.

Curb Return Radii shall be 20’ for Residential Streets, 30’ for Arterial Streets, and 50’ for Industrial Streets.

2.3 STRUCTURAL DESIGN:

The R-value design method used by the California Department of Transportation as detailed in the "Highway Design Manual" and the "Flexible Pavement Structural Section Design Guide for California Cities and Counties," shall be used as the basis to determine the structural section of the streets, except a safety factor shall be required only for a Traffic Index (T.I.) of 8.0 or greater.

The minimum T.I. used to determine the structural section shall be as follows:

STREET T.I. INTERSECTION T.I.

Arterial 10 Arterial/Arterial 11
Industrial 9 Industrial/Industrial 10
Collector 8
Local/Residential 6
Cul-de-sac 4.5
The limits of an intersection T.I. shall be the projection of the lip of gutter lines. T.I.’s are based on a 20-year design life.
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Oakdale Improvement Standards 6 2. Streets
The Developer shall be responsible for obtaining soil R-value tests, specifically supervised by a Licensed Registered Civil Engineer, in sufficient quantity to establish the quality of the soil and to provide a basis for the design of the structural section. R-value tests shall be taken at Developer's expense.

In order to establish the design, the following R-value tests will be required at the street sub-grade elevation and shall be at the Developer's expense:
(a) A minimum of one R-value test shall be taken for all developments with an additional R-value test required for each 10 lots along a residential street, as directed by the City Engineer. (b) On major or collector streets where the frontage is less than 500 feet one R-value test shall be made.

On major or collector streets where the frontage exceeds 500 feet, a minimum of one R-value test shall be taken at each 500 foot interval.

Exact locations of the R-value tests shall be as approved by the City Engineer. The Developer shall stake the field test locations and shall provide an existing ground and finish grade elevation for each test location. The Developer shall determine the depth of the R-value test. The Developer shall provide the results of the R-value tests to the City Engineer. The test results shall include a verification signed by a Licensed Registered Civil City Engineer that the R-value tests were taken at the depth and location(s) as shown on the approved Plan.

2.4 CLEARING:

Clearing and grubbing shall be done in accordance with Section 1 of these Specifications and Sections 16-1.01, 16-1.02 and 16-1.03 of the State Standards.

2.5 EARTHWORK:

Earthwork shall be done in accordance with Section 1 of these Specifications and Sections 19-1.01, 19-2.01 and 19-2.05 of the State Standards except that it shall further include the shaping of ground in the park strip and fill areas.

All embankment or fill materials shall be placed and compacted in accordance with Section 19-5.02, 19-5.03 and 19-5.04 of the State Standards, except that the City Contractor or Developer will only be required to strip the original ground of vegetation and compact the top 12 inches of original ground in place to not less than 95% relative compaction in accordance with Test Methods No., California 216 or 231, a nuclear density-moisture gauge, before the fill is placed.

The Developer shall obtain a disposal site for all of the roadway excavation not used on the jobsite. The Developer shall obtain and file with the City a letter showing permission and conditions for use of the disposal site. The Developer shall control dust at the disposal site and keep any streets free of excess material.

Developer shall comply with Section VIII of the San Joaquin Valley Air Pollution Control District (SJVAPC).

2.6 SUBGRADE:

All clods shall be broken and all rocks, hard ribs, and earth lumps over 2-1/2" inches in greatest dimension and other unsuitable material such as roots shall be removed from the jobsite. On industrial streets or where the T.I. is 10 or above, relative compaction of not less than 95% shall be obtained for a minimum depth of 2.5' feet below the finished grade. For all other streets, the sub-grade material shall be compacted to a firm, stable condition with approved equipment until a relative compaction of not less than 95% has been obtained to a minimum depth of 6 inches below the grading plane for the full width between the faces of the gutters.

Location or depth of existing utilities may require alternate construction methods as approved by the City Engineer.
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Oakdale Improvement Standards 7 2. Streets
The finished subgrade shall not vary more than 0.05' foot above or below the planned grade at any point. Care shall be taken to obtain compaction around existing manholes and water valves.

Relative compaction shall be tested by the Developer, at Developer's expense, as directed by the City Engineer.

In accordance with Test Methods No., California ASTM D-1557, and the test results shall be provided to the City Engineer.

2.7 AGGREGATE BASE:

The aggregate base material shall conform to the requirements of Section 26-1.01, 26-102B, 26-1.03, 26-1.035, 26-1.04 and 26-1.05 of the State Standards for Class 2, 3/4" maximum combined grading.

An exception to Section 26-1.04 shall be that a single layer up to 0.7' foot shall be permitted.

Motor graders shall be permitted to spread and shape the aggregate base materials. The aggregate base shall be maintained in a well-mixed optimum moisture condition.

Relative compaction shall be tested by the Developer, at Developer's expense in accordance with Test Methods No., California ASTM D-1557 and test results shall be provided to the City Engineer.

2.8 ASPHALT CONCRETE:

The asphalt concrete shall conform to the requirements of Sections 39-2, 39-3 and 39-6 of the State Standards.

Asphalt concrete shall be Type B. Aggregate used in all but the final course shall be 1/2" inch maximum, medium grading. Asphalt concrete used in the final course shall be Type B. Aggregate used in the final course shall be as follows:

Major, Collector and Industrial Streets -1/2" inch maximum, medium grading, Residential Streets - 1/2" inch maximum, medium grading.

Aggregate for 1" inch overlays shall be as specified in the Special Provisions for each project.

The asphalt binder shall be grade PG 64-10 (Typical) or PG 7-10 (Special) as specified by the latest revision of the Section 92: ASPHALTS, State Standards.
(a) The final surface course shall be paved in the number of passes approved by the City Engineer, starting from the curb and paving toward the centerline.
(b) When paving the final surfacing course, there shall be a minimum of two rakers and one screed man per paving machine.
(c) Rolling equipment shall conform to the requirements of Section 39-6.03 of the State Standards.

Vibratory rollers will not be used.
(d) The surface course shall be laid with a paving machine except when permitted otherwise by the City Engineer in difficult areas.
(e) Paving machines shall have automatic joint control. (f) Extensions or wings shall not be permitted except as approved by the City Engineer. (g) Temperature requirements shall conform to the requirements of Section 39-6.01 of the State Standards.
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Oakdale Improvement Standards 8 2. Streets
(h) Deep strength or full depth asphalt concrete shall conform to the Special Provisions of the particular project.

2.9 ASPHALT PAINT BINDER:

An asphalt paint binder shall be applied in conformance with Section 39-4.02 of the State Standards.

2.10 HEADER BOARDS:

Header Boards shall be constructed to protect the edges of the asphalt concrete where streets are partially completed.

The boards shall be either Redwood or Douglas Fir with an American Wood Preservers Bureau Stamp indicating its use for ground contact and application of LP22 Waterborne preservative.

The boards shall be 2" inch x 4“inch dimensional of appropriate material.

2.11 CURBS AND SIDEWALKS:

Curbs and sidewalks shall be constructed and repaired in accordance with the Drawings of this Section and the requirements of Chapter 30 of the Municipal Code. When matching 6" inch vertical curb sections, the return curb section is optional. The asphalt shall be cut a minimum of 24" inches from the lip of the curb.

Drive-over curb and gutter shall be monolithic, per Drawing 2-L.

Concrete delivery tickets with weighmasters' certificates or certificates of compliance may be required by the City Engineer.

The construction shall conform to Section 19-1.01 of the current State Standards, except when grade is machine cut or when curbs and sidewalks are placed on undisturbed native soil. However, the City Engineer may require 95% compaction wherever soil stability is questionable. The construction shall also conform to Sections 73-1.02, 73-1.03, 73-1.04, 73-1.05, 73-1.05-A, 73-1.05-B, 73-1.06 and 73-1.07 of the current State Standards, except for reference to payments, or as otherwise specified herein. Curbs shall be measured continuous through approaches. Approaches shall be measured to "back of curb line", when payment is made by the square foot.

Weakened plane joints shall be constructed at a maximum of 10' foot intervals as shown on Drawing 2-M. Depth of weakened plane joint shall be a minimum of 25% of the thickness of the concrete. Concrete shall be scored at equal intervals between weakened plane joints to approximate squares. Concrete surface shall be finished with a medium broom finish.

Special surface finishes or features such as exposed aggregate, color additives and redwood dividers require the written approval of the City Engineer.

Sidewalk shall have a cross slope toward the curb face of 1/8" inch per foot (1%) minimum to 1/4" inch per foot (2%) maximum.

Traffic, parking and street name signs on City Streets which require relocation because of the work will be relocated by the City, but two working days advance notice is required. Traffic Signs on State Highways and stop signs on streets entering State Highways must be relocated by Caltrans. Utility poles which require relocation because of the work shall be relocated by the utility company owning the poles. The Developer shall be responsible for protecting the work against damage and ensuring the safety of the public.

Transitions between different types of curb and different widths of sidewalk shall be constructed as shown in these standards.
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Oakdale Improvement Standards 9 2. Streets

2.12 DRIVEWAY APPROACHES:

Approaches shall be constructed and repaired in accordance with Drawing No. 2-Q, 2-R, and 2-S, and Chapter 30 of the Municipal Code. The City Engineer may approve additional requirements where the Improvement Standards cannot be met.

The construction shall conform to Sections 73-1.02, 73-1.03, 73-1.04, 73-1.05, and 73-1.06, of the current State Standards, except for references to payments, or as otherwise specified herein. Curbs shall be measured continuous through approaches. Approaches shall be measured to the "back of curb line" when payment is made by the square foot.

Depth of weakened plane joint shall be a minimum of 25% of the thickness of the concrete. Concrete shall be surfaced with a light broom finish.

The total width of approaches serving a parcel of land shall conform to the following: For frontages having a vertical curb, the limit shall be 40% of the street frontage of the property or 36 feet, whichever is greater, in the case of corner lots, the limitation shall apply to each street frontage.

The minimum distance between approaches serving the same parcel of land shall be 20 feet. The distance between approaches on adjacent parcels may be less than 20 feet.

Approaches shall be located so they will not interfere with intersecting sidewalks, traffic signals, light poles, fire hydrants, or other public improvements unless specified approval is given by the City Engineer and the necessary adjustments to the improvements are accomplished without cost to the City of Oakdale.

2.13 ALLEYS:

Alleys shall be constructed in accordance with these Improvement Standards and Drawing 2-T.

2.14 VALLEY GUTTERS:

Valley gutters designed to permit drainage across a street shall be constructed as shown in Drawing 2-U.

2.15 ADA CURB RAMPS:

ADA Curb Ramps shall be constructed at all intersections as shown in Drawing 2-N thru 2-P.

The ramps must comply with current ADA (Americans with Disabilities Act), and State of California Title 24 requirements.

2.16 FINAL ADJUSTMENT TO UTILITY COVERS:

The covers for all sanitary and storm manholes, lamp holes, water valves and survey monuments existing at the time paving takes place shall be adjusted (zero-tolerance) to final grade by the Developer within 10 working days after the pavement has been placed.

Where existing utility boxes are in the work area, their frames and covers shall be removed before subgrade compaction is made and a cover shall be placed to prevent dirt and loose material from entering the facility.

Base and surface material shall be placed over the covers, after which the frames and covers shall be set to finish grade.
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Oakdale Improvement Standards 10 2. Streets

2.17 TESTING:

Material testing required by the City Engineer for work done under the provisions of this section shall be provided by the Developer and submitted to the City Engineer for approval.

Where approved by the City Engineer, materials certificates of compliance may be submitted in lieu of actual tests.

2.18 INSPECTION:

The Developer shall request inspections as follow:
(a) Completion of concrete subgrade preparation
(b) Completion of forms installation
(c) During placement of concrete
(d) Completion of road subgrade
(e) During placement of aggregate base
(f) Completion of aggregate base grade
(g) During placement of asphalt concrete
(h) Prior to commencement of dry well drilling
(i) Completion of final clean up
Other inspections to cover special items shall be as determined by the City Engineer as needed.

2.19 STREET MONUMENTS:

Street Monuments and Monument boxes shall be placed as shown in Drawing 2-V, on the centerline of each street at the following locations:
(a) Section corners
(b) Quarter section corners
(c) Major-Major intersections
(d) Other points of survey significance, as directed by the City Engineer The monuments shall consist of durable new material. They shall be 1" inch O.D. x 24" inch long galvanized iron pipe. The center of the top shall be the exact point monumented. The monument shall be tagged as required by the State of California Land Surveyor's Act.

2.20 BOUNDARY MONUMENTS:

Boundary Monuments shall be placed on the exterior boundary of the subdivision at the following locations:
(a) Changes of direction
(b) Beginnings and ends of curves
(c) Other points deemed necessary by the City Engineer
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Oakdale Improvement Standards 11 2. Streets
Boundary Monuments shall be placed in the same manner and of the same material as Street Monuments, except that in unpaved areas the top shall be at least 1' foot below the finished grade.

2.21 BLOCK CORNER MONUMENTS:

Corner Monuments shall be placed at all Block Corners and Alley Corners.

Block Corner Monuments shall be placed in the same manner and of the same material as Street Monuments, except the top shall be set at least 1' foot below the ground surface.

2.22 LOT CORNER MONUMENTS:

Lot Corner Monuments shall be placed in the same manner and of the same material as Street Monuments, except that they may be 3/4" inch O.D. and, in unpaved areas, the top shall be at least 1' foot below the finished grade.

Lot Corner Monuments shall be located where required by the City Engineer. The basic criteria for the location shall be as follows:
(a) Lots shall have a monument at each corner except as otherwise provided by this section. (b) Lots that are created with zero back or side yards may have lot corners under building foundations, except those corners that are Block or Alley Corners.
(c) Lots that are created as a part of a townhouse condominium development where realty is to be owned in fee by the individual lot owner shall be monumented using a minimum of 4 monuments for each contiguous group of lots. Contiguous groups of lots containing more than 10 lots shall have additional monuments as required by the City Engineer. Monuments shall not be located under footings or structures.
(d) Condominium airspace developments where realty is not to be owned in fee by the individual lot owner shall have the exterior boundary monumented as required by Section 2.22 of these Improvement Standards.

2.23 CONCRETE:

Portland cement concrete, unless otherwise specified in the Special Provisions, shall be Class B as defined in the current State Standards with a 28-day compressive strength of 2,500 pounds per square inch and a maximum slump of 3 inches. Concrete shall consist of Portland Cement, water and aggregate. Portland cement shall be Type II. Aggregates shall be washed before use and be free from any foreign matter. The aggregate shall be graded to provide a plastic, workable mixture of maximum density with a maximum size coarse aggregate of 1 inch x #4. The water shall be potable and no admixtures shall be used without approval of the City Engineer.

The cement, water and aggregates shall be combined at the batch plant and be thoroughly mixed. No water shall be added to the mixture after leaving the batch plant without approval of the City Engineer. All concrete shall be placed within 90 minutes after the introduction of water to the cement. The temperature of the concrete shall be not less than 50° degrees F and not more than 90° degrees F.

The concrete shall be consolidated by tamping or vibrating. Concrete which has rock pockets or honey combing after curing shall be removed and replaced.

All concrete shall be cured in accordance with Section 90 of the current State Standards.

2.24 DUST CONTROL:

Dust control shall be the responsibility of the Developer. However, the City Engineer may perform emergency dust control and the cost shall be borne by the Developer. 180
Oakdale Improvement Standards 12 2. Streets
On existing paved streets, the dust shall be controlled by the sweeping and removal of the dirt before it enters drywells or storm drains. On existing streets where paving has been removed, a temporary pavement or a dust palliative shall be used. Dust palliative shall be "Lignosulfonate" manufactured by I.T.T. Rayonier, Inc. Seattle, applied per manufacturer’s specifications or SC70 Road Oil applied at approximately 0.15 gallons per square yard, or approved equal. Contractor shall comply with Regulation VIII of SJVAPCD.

In the work area, the dust may be controlled by use of water, but the drywells must be protected. Contract shall comply with current NPDES permit.

Water from City Fire Hydrants must be metered through a meter installed by the City Water Department. There is a charge for the water to the Developer. Water shall be furnished without charge to City Contractors.

2.25 SURFACE RESTORATION:

The surface of the work area shall be restored to its original condition with material as described in each trench section drawing.

Work in easement areas must be confined to the easement and the surface must be reseeded, leveled, and all undesirable material removed.

Written agreements must be made with the property owners if work or equipment is to go outside the easement. The surface of the area outside the easement must be restored to the satisfaction of the property owner.

In the case of paved areas, excavations that leave 3' feet or less of existing surfacing shall have the remaining surfacing removed and repaved with the same material as the trench section.

Excavation in the shoulder area located within 3' feet beyond the edge of pavement shall be restored with a minimum of 8" inches of aggregate base material. The City Engineer may require a full structural section of the existing surfacing is at approximate ultimate grade.

The Developer is responsible for determining from the City Engineer the resurfacing requirements for each project when the plans are drawn or an encroachment permit is obtained.

Prior to any paving, all uneven or loose edges shall be trimmed in true and even lines parallel to the center line of the work.

The aggregate base shall conform to the requirements of Section 2.7 of these Improvement Standards.

A paint binder as specified in Section 2.9 of these Improvement Standards shall be applied to all existing vertical services and construction joints prior to placing asphalt concrete.

The asphalt concrete shall conform to the requirements of Section 2.8 of these Improvement Standards. The asphalt concrete shall be Type B-AR4000, medium grading of 1/2" inch or 3/4" inch maximum, whichever is required by the City Engineer.

2.26 CLEANUP:

The Developer shall clean up the dirt and debris in all of the adjacent streets caused by the construction at least once each week or as requested by the City Engineer. All sidewalks, curbs, approaches, crosswalks, existing and new drain inlets, lawns, etc. shall be kept free of excess dirt and rubbish and kept in a clean and neat condition.

Before a final inspection of a project is requested, the following shall be completed:
(a) All of the right-of-way, adjacent property, adjacent streets and alleys and all areas used by the Developer in connection with this project shall be cleared of all debris and excess material and left in a neat and presentable condition.
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Oakdale Improvement Standards 13 2. Streets
(b) All paved areas shall be free of dirt and dust.
(c) All concrete surfaces shall be left free of excess concrete, paving materials, liquid asphalt, dirt and dust. (d) All old and new drain inlet bottoms and outlet pipes shall be left free of all dirt and debris. Water shall be used to clean streets. Care shall be taken to keep sand and silt out of storm drains, catch basins, sanitary sewer manholes or drywells. Any storm drains, catch basins, sanitary sewer manholes or drywells affected by the work shall be cleaned by the Developer. (e) All sewer manhole bottoms shall be cleaned of all foreign matter and covers shall have all paving asphalt removed.

The Developer shall not remove temporary warning, regulatory, and guide signs prior to formal acceptance by the City Council. Such signs shall be removed when directed by the City Engineer.

2.27 Street Moratorium:

Streets that have been newly constructed and accepted by the City shall be subject to a five-year moratorium.

No work shall be permitted within these streets unless expressly approved by the City Engineer. Approved work shall require, at a minimum, the following restoration measures: subgrade compaction and testing, 24” teecutting and transition paving of trenches or potholes, and a Type II slurry seal applied across the full width of the roadway between the two nearest intersections. Additional conditions may be imposed at the discretion of the City Engineer and will be specified in the approved encroachment permit.

END OF SECTION
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Oakdale Improvement Standards 14 3. Water

3. WATER

3.1 GENERAL:

Water mains and service shall be installed by a Developer holding the appropriate license for such work under the provisions of the State of California Business and Professions Code. The following Construction Standards for design and installation of Water Supply Pipe include pipe and appurtenance for residential and commercial developments. These Construction Standards are not applicable to the design and construction of major infrastructure improvements, including transmission mains, wells, pumping stations, tanks, and water treatment facilities. Pipelines with diameters greater than 12” shall be designed on a project-by-project basis as directed by the City Engineer. The design and construction of other major facilities shall be approved by the City Engineer.

3.2 CURRENT STANDARDS
Pertinent and current requirements of the following standards shall be applicable and incorporated as part of the Construction Standards. In case of conflict, City of Oakdale design criteria shall govern. However, City of Oakdale Improvement Standards shall not be interpreted to reduce, lessen, or eliminate the following codes and requirements:
(a) Environmental Protection Agency Drinking Water Regulations (b) Laws and Standards of the State of California, Department of Public Health, relating to Domestic Water Supply, and particularly therein the Standards of Minimum Requirements for Safe Practice in the Production and Delivery of Water for domestic use.
(c) California Water Code
(d) Title 17, Chapter V, Section 7583-7622, California Administrative Code, regarding cross-connections. (e) Modesto Fire Marshal and Uniform Fire Code (UFC)
(f) AWWA, current standards.
(g) City of Oakdale Drinking Water Permit as approved and amended by CDPH.

3.3 DESIGN:
(a) WATER SUPPLY PRESSURE
Normal operating pressures of not less than 45 psi or more than 80 psi shall be maintained at service connections to the distribution system. A minimum pressure of 20 psi shall be maintained during fire demands.
(b) UNIT WATER DEMANDS
Average unit demands to be used for calculating water demands in residential developments shall be as follows:

Average Day Demand 0.5 gallons per minute (gpm)
Maximum Day Demand 1.0 gpm (2.0 x Average Day Demand)
Peak Hour Demand 2.0 gpm (4.0 x Average Day Demand)

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Oakdale Improvement Standards 15 3. Water
For developments other than single family units, the developer shall submit estimated unit demands for each type of proposed use.

Total project demands shall be based on maximum day demands with fire flow, or peak hour demands, whichever is highest. Pipes shall be sized to provide for highest demand conditions while maintaining minimum pressures. Minimum pipe diameter shall be 8” in residential developments, and 10” in commercial developments.

Large projects may be required to replace/add water infrastructure in developed areas or outside of the project area to provide adequate flow, pressure, and reliability for the proposed development. No development shall have a single pipe supply; all developments shall be looped to ensure reliable delivery in the event of a single supply pipe failure.
(c) REQUIRED FIRE FLOWS
Required fire flows are to be established which meet the requirements of the Modesto Fire Marshall, State Fire Marshall, and the Uniform Fire Code (UFC).

The minimum required fire flow for single family residential water systems shall be 1,500 gallons per minute. Lesser fire flow requirements in conformance with UFC may be allowed with prior approval of the City Engineer and Fire Marshal. The minimum required fire flow for multi-family residential, and commercial/industrial developments shall be 2,000 gpm. The City of Oakdale shall provide a maximum of 3,000 gpm for any development. Required fire flow greater than 3,000 gpm must be provided by the project.

All water services shall be minimum 1 inch nominal diameter. Larger sizes shall be installed, as required, to provide adequate service to larger lots and/or higher water uses.

Where a water line crosses a sewer line, the water line shall be designed according to "Criteria for the Separation of Water Mains and Sanitary Sewers", Department of Health Services, State of California. See Section

1.8 “Deviations” for additional information.

3.4 STANDARD LOCATIONS AND SPACING:

Location of Water Main: All water mains shall be installed within public utility easements or rights of way.

Installation of pipe in dedicated easements shall be allowed for temporary connections as approved by the City Engineer.
(a) Water main location shall be 10 feet from centerline. (b) Designs shall place water mains above gravity and non-potable systems. Water supply pipes shall be maintained at the highest elevation possible, without excessive elevation changes.

When necessary and unavoidable, water supply pipes shall drop below other utilities using 45- degree fittings to maintain valves at or near minimum cover and plumb. Install air release valves at high points in pipelines per Drawing 3-N.
(c) Minimum cover under minor roadways (60 foot R/W or less) shall be thirty (30) inches.

Minimum cover for pipe in unimproved areas shall be thirty six (36) inches. The maximum normal cover for water pipes shall be fifty-four (54) inches. (d) When it is necessary to install a water main within a privately owned parcel, an easement with minimum width of fifteen (15) feet and five (5) feet minimum clearance on either side. (e) If it is necessary to install a water main within a landscape corridor, no trees shall be planted within seven (7) feet of the water main center line.
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Oakdale Improvement Standards 16 3. Water
(f) Maintain ten (10) feet minimum horizontal distance between parallel water distribution and non-potable utilities (gravity or force sanitary sewer mains, storm drains, and non-potable water supply). In all instances the water main shall be one (1) foot above the sewer main. Less vertical separation may be approved by the City Engineer with use of special materials (i.e. ductile iron pipe, concrete encasement, etc.).
(g) No water pipe shall be less than 5 feet in length unless cut or laid into fitting. Any pipe less than 10’ in length shall be mechanically restrained.
(h) The developer shall may be required to move, remove or abandon existing water mains or service lines in conflict with improvements and re-establish service to existing customers with minimal disruption to service.
(i) Where a water main is installed in a major thoroughfare (84-foot right-of-way or greater), or in an area zoned for industrial use, dual mains (one pipeline on each side of the street) may be required to eliminate the need for extended services.

Main Valves: The distribution system shall be furnished with a sufficient number of valves so that isolating any single section of pipe will not result in removing from service: (a) a transmission main, (b) a length of pipe greater than five-hundred (500) feet in school, commercial, industrial, or multiple-family dwelling areas, (c) more than 15 residential service connections, or (d) more than two fire hydrants.

The valves shall be so located that any section of main can be shut down without going to more than two (2) locations to close valves. Valves shall typically be located at street intersections, within curb returns. Valves located between street intersections shall be located on property lines between lots. Install no fewer than two (2) valves per tee, and three (3) valves per cross. Install valves on main line at cul-de-sacs (not on branch).

Fire Hydrants: Fire hydrants assemblies shall be located as follows:
(a) Fire hydrants shall be connected to distribution mains only. Fire hydrants shall not be connected to transmission mains.
(b) Fire hydrants shall be located to minimize the hazard of damage by traffic. They shall have a maximum normal spacing of five-hundred (500) feet measured along the street frontage in residential developments and three-hundred (300) feet in commercial developments. Within residential areas, all other hydrants shall be located on property lines between lots at a minimum distance of three (3) feet from back of walk to allow maintenance personnel access to a hydrant that has been damaged without being sprayed with water. Hydrants located at intersections shall be installed at the curb return or within five (5) feet if a drop inlet is present.
(c) A fire hydrant shall be installed on all permanent dead end runs including cul-de-sacs (two (2) inch blowoff assemblies shall be used on all temporary dead end runs per Drawing 3-G). (d) No more than three hydrants shall be placed on an eight (8) inch main between intersection lines. The minimum size main serving a fire hydrant shall be eight (8) inch diameter pipe. The pipeline connecting the hydrant to the main shall be a minimum of (6) inch diameter with an isolation valve installed at the main (on branch).

In addition, hydrants shall be placed on both sides of a major street and shall be spaced on each side according to the maximum distance allowed. On major streets where buildings and street are separated by a restrictive wall, hydrants shall be placed with a maximum distance of 500 feet between hydrants.

Fire hydrants shall also be spaced so that primary property improvements can be reached with a 250 feet maximum fire hose lay.
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Oakdale Improvement Standards 17 3. Water
Services: Each individual residential building unit shall have a separate water service complete from the City water main to the property. Commercial, multi-family residential, and industrial services may be located on internal mains, as approved by the City Engineer. Water services are not permitted in easements without prior written approval of the City Engineer. This approval will be given only when it is physically impossible to serve the property directly from a water main in the right-of-way.

3.5 PIPE MATERIALS:

Pipe shall be capable of withstanding all internal and external loads that may be reasonably expected to occur.

In no case shall water supply pipe have an internal pressure rating of less than 150 psi. Higher pressure ratings may be required for special circumstances (i.e. less than 10’ horizontal separation from non-potable utilities, special crossings, etc.).

Material options for pipe include the following:
(a) Ductile Iron Pipe (D.I.P.) - Ductile Iron Pipe shall conform to the American National Standard A21-51-1976 (AWWA C151-1976).

Ductile Iron Pipe shall have "Tyton Joints" or "Ty-Seal Joints", and shall be cement lined in conformance with latest AWWA Specification C-104.
(b) Polyvinyl Chloride Pipe (P.V.C.) - Polyvinyl Chloride Pressure Pipe shall be Class 150 DR 18, and shall conform to AWWA C-900. Polyvinyl Chloride Pipe shall be Pacific Western, Johns Mansville, CertainTeed or approved equal. All Polyvinyl Chloride Pipe shall be twenty (20) foot laying lengths and shall have Cast Iron outside diameters (C.I.O.D.'s). No pipe length shall be less than 5’, unless laying into pipe fitting. Lengths less than 10’ shall be mechanically restrained.

Joints of Polyvinyl Chloride Pipe shall have elastomeric-gasket bell ends or couplings. The bell ends shall be integral thickened bell end or integral sleeve-reinforced bell end. The bell end joints shall have a minimum wall thickness of the bell or sleeve-reinforced bell, equal to all points to the Standard Dimension Ratio (S.D.R.) requirements for the pipe. The minimum wall thickness in the ring groove and bell-entry sections shall be equal to or shall exceed the minimum wall thickness of the pipe barrel.

Bell and spigot pipe to be used on all new installations.

3.6 FITTINGS:

Bends, tees, crosses, reducers, and other fittings shall be Cast Iron or Ductile Iron Pipe. All fittings shall be mechanical joint or flange.

Fittings shall be handled and jointed as specified for pipe installation herein before. Reaction or thrust blocking shall be constructed at bends, tees, dead ends and where changes in pipe diameter occur. Thrust blocking shall be made of Class B Concrete, and shall be placed between undisturbed ground and the fitting to be anchored.

The area of bearing on the pipe and on the ground shall be that required by Drawing 3-F. The blocking shall be placed so that the joints of the pipe and fittings will be accessible for repair by placing 6 mil Visqueen around fitting, covering all nuts and bolts.

All fittings shall be flanged fittings with valves bolted on all bends, tees and fittings, in conjunction with the installation. All flanged fittings to use “drop-in” rubber gaskets (not full face).

All thrust blocks shall be inspected by city official before and after pour.

3.7 VALVES AND VALVE BOXES:

Valves and valve boxes shall be installed at the locations shown on the plans. 186
Oakdale Improvement Standards 18 3. Water
All valves shall be Mueller resilient seat gate valve, American Flow Control compression resilient seat valve, M&H 3067 AWWA resilient seat gate valve, Kennedy resilient seat gate valve, Clow resilient wedge gate valve or approved equal, and shall be the rubber-seated, tight-closing type conforming to the current AWWA Specifications C-509. Valves shall open left and be equipped with a 2-inch AWWA operating nut. Dresser "450" butterfly valve conforming to the current AWWA Specifications C-504, or approved equal, may be installed.

Valve boxes shall be Christy G5 with Christy Cast Iron cover. The following materials may be used for extensions; 8-inch C900 Class 150 or SDR 26. All valve boxes shall be installed to finished grade as per Drawing 3-A. The riser is to rest on the bonnet of the valve.

3.8 WATER SERVICE MATERIALS:

The minimum size water service is 1 inch. Normally, single family residential properties can be adequately served by a 1-inch water service. For properties other than single family residential, and for non-typical single family residential, the City Engineer shall determine the water service size. For making such determination, the City Engineer shall take into account the anticipated water use, water pressure requirements, and property size.

Pipe material shall be as follows:
1” to 2” Diameter Polyethylene (P.E.)
Larger than 2”, smaller than 4” Polyvinyl Chloride (PVC), Schedule 40 (except in City ROW) 4” and Larger Polyvinyl Chloride (PVC), C-900
If abnormal or unusual conditions occur, the City Engineer may vary the pipe materials.

All water services, including meter boxes, shall be installed in accordance with Drawings 3-B or 3-C. Each water service shall have bronze corporation and curb stops. No. 10 copper tracer wire shall be installed over each service, connected to main and tested for conductivity upon completion. The following materials shall be used:
1) Plastic Pipe - All Plastic Pipe shall be ultra-high molecular weight polyethylene flexible pipe; Class 150 psi; PE 3406 for potable water; 1-inch Iron Pipe size (I.P.S.); outside diameter from 1.310 inches to 1.370 inches per latest AWWA Specification C901, and 2-inch copper tube pipe size (C.T.S.).

Manufacturer shall be: Yardley-02223; Driscopipe-5100 or Wesflex-PE 3406 2) Curb Stop, Meter Box, and related materials for 1 inch Water Service.

The curb stop shall be a 1-inch ball valve Ford BA13-444W-NL or Jones J-1971W (90 degrees).

The Corp Stop shall be a 1-inch Ford F1101-4-NL.

Meter adaptor: 1-inch meter coupling, Ford SP3.

Meter Idler: Schedule 80 PVC 10-3/4" inch x 1-1/4" inch threaded.

Shut-Off Valve: Ford SG13-444 or equal.

Meter Box: Christy Concrete Box N-30 with FL30D (fibrelyte) lid. 3) Curb Stop, Meter Box and related materials for 2-inch water service.

The Curb Stop shall be a 2-inch angle ball valve, Ford BFA43-777W or BFA23-777W with a LA04-77.

The Corp Stop shall be a 2-inch Ford FB1100-78-NL.

Meter Box: Christy Concrete Box N-36 with FL36D (fibrelyte) Lid. 187
Oakdale Improvement Standards 19 3. Water
4) Water Main Taps - All water mains shall be tapped with a standard hot tap machine, APAC, Mueller or Ford. Use of drills is acceptable on dry pipe only If using hole saws or shell cutters, copper must be recovered. The following tapping saddles may be used: Romac or Ford, for sizes 4 inch and up shall be Romac - S.S.T. Only epoxy-covered double strap saddles will be used.

3.9 WATER SERVICE INSTALLATION:

The services shall be installed as per Drawing 3-B or Drawing 3-C. Installation of the services shall consist of the following basic steps:
(a) Excavation on the entire trench. Place the service line at right angles to the water main. (b) Thoroughly clean the water main.
(c) Place and make tap as shown on the Standard Drawing(s). (d) Open tap valve immediately after making tap to flush material from the main line. (e) Insert stainless sleeves in the plastic pipe and tighten service line connections as per manufacturer's recommendation.
(f) Use boring or pushing methods, but not washing methods, to place pipe under curb and sidewalk. (g) Install tracer wire.
(h) Backfill and compact the dirt above the service line. (i) Service location to be marked by cutting or stamping a "W" on curb face. (j) Curb stop, stainless steel insert, meter idler, valve and P.V.C. stub unit and meter box to be placed at correct depth and distance from sidewalk.

Plastic service pipe shall not be heat-flared. Because of the variation in the outside diameter of the pipe, a saddle tap in lieu of the Quicktap may be required.

Special care shall be exercised to insure proper compaction is made under curb stop, so it is vertical and the meter idler is level. Compaction under meter box shall be 90% relative compaction under optimum moisture conditions, and shall be done when water service is adjusted to back of sidewalk.

3.10 FIRE HYDRANTS:

Fire hydrants shall be Clow Model 850 for residential uses, and Clow Model 860 for commercial uses and shall conform to the latest AWWA Specifications, C-503, for wet-barrel fire hydrants. All hydrants shall be painted with "Safety Yellow" Polyurethane High Duty Industrial Enamel. See Drawing 3-E for details.

All tees, valves, and hydrant assemblies shall have restrained joints.

3.11 BACKFLOW PREVENTION ASSEMBLIES:

All proposed water service connections to city water mains shall be subject to a cross connection survey by an approved City of Oakdale cross connection specialist to determine the type of backflow prevention assembly required. The following backflow assemblies are permitted:

1. Reduced Pressure Principle Backflow Assemblies (RP) are required for water service connections serving most commercial uses (subject to cross-connection survey), and all Fire Suppression systems that include chemical injection systems. RP devices shall conform to AWWA Standard C511, and shall be installed per Detail 3-H, and either Detail 3-I (for small service lines), or 3-J (for larger lines). 188
Oakdale Improvement Standards 20 3. Water

2. Double Check Valve Backflow Prevention Assemblies are required for all Fire Suppression systems that do not include chemical injection. Double Check assemblies shall conform to latest AWWA Standard C510, and shall be installed per Detail 3-L.

3. Temporary Backflow Prevention Assemblies are required during construction. Temporary Backflow devices shall be installed per Detail 3-K.

Materials: All backflow devices shall be lead-free bronze (non-composite material). Pipe from meter to device shall be galvanized steel or ridged copper (no lead or ductile iron). All galvanized pipe that is buried below grade shall be wrapped with 10 mil. tape.

All Backflow Prevention Assemblies shall conform to or include the following:
(a) Conform to Title 17 and 22 of the California Administrative Code (b) Device shall be the same size as the water service line (c) Wye strainers shall be placed in line, upstream of device, horizontal (d) Device shall be placed on 4” thick class B concrete base with crane supports as needed (e) Trench backfill shall be compacted to 95% relative compaction (f) Device shall include a Thermal Protection Cover
Additionally, all small Backflow Prevention Assemblies, except those connected to Fire Suppression Systems, shall include a “Strong Box Smooth Touch” vandal resistant enclosure.

3.12 TEMPORARY AND PERMANENT BLOW-OFFS:

Temporary and permanent blow-offs shall be installed at the locations shown on the plans in conformance with Drawings 3-G. Location of permanent blow-offs to be marked by stamping, cutting, or chiseling an "X" on curb face. The final length of pipe, prior to the blow-off, shall be 18 to 39 inches.

All salvaged temporary blow-offs shall become the property of the Developer and shall be removed from the job site before completion. When abandoning temporary blow-offs, line is to be capped at main, and a Corp stop is to be installed (male thread x male thread).

3.13 SAMPLE STATIONS:

In accordance with the Coliform Rule as mandated by the State of California, sampling stations shall be installed by the Developer at the Developer's expense, where located by the City Engineer, approximately 1 sampling station for every 1/4 square mile.

Sampling stations shall be served by a 1-inch service installed in accordance with Drawing 3-M and 3-0, except that a meter idler assembly is not required. The testing nozzle shall be threadless and shall be between 36 - 48 inches in height. For instances where the station is installed per Drawing 3-O, the station will not be permitted to be installed where a transformer, hydrant, or electrolier is also planned in the same location.

The piping from the curb stop to the nozzle shall be brass or copper piping. All piping that is above grade shall be insulated with foam pipe insulation. All station housings shall be "Kupferle Foundry-Eclipse 88 (Winter Edition)”.

3.14 CONNECTIONS TO EXISTING WATER MAINS:

In order to protect public health and in accordance with State permit requirements, operation of the existing water system and its components shall be performed solely by a representative of City of Oakdale. Contractor shall never operate valves owned by City for any reason. When a new pipe or service is to be connected to a City owned water supply main, a work plan shall be submitted to the City for approval. The work plan shall define: (a) type of connection, (b) materials to be used, (c) water management, (d) sections of main to be isolated, (e) disinfection of materials, (f) flushing and testing upon completion, (g) schedule and duration of 189
Oakdale Improvement Standards 21 3. Water
work, etc. Once the work plan is approved, Contact City operations at least five (5) working days in advance of start of work to allow City representatives to contact existing customers of service interruptions.

Shutdowns shall be made only at times when there will be the least interference with consumer service.

Connections shall be made only after complete and satisfactory preparations for such work has been made, in order that the duration of the shutdown is as short as possible. The Contractor shall have on site all piping, fittings, equipment and appurtenances as may be required to complete the connection.

Once work is started, it shall be under the supervision of the licensed City distribution operator. Contractor shall only proceed with the work if authorized by the City operator, and shall stop work if directed.

When work is done by the Developer, the Developer shall make all excavations and furnish, install and maintain such shoring, bracing and sheeting necessary for these connections as set forth in Section 3.12 of these Improvement Standards. The Developer shall connect to the existing system.

3.15 MATERIALS TO BE FURNISHED AND INSTALLED BY DEVELOPER:

The Developer shall furnish all labor, material, equipment and appliances required to complete the water mains and services specified. Service taps on lines not yet accepted by the City shall be made by the Developer, after approval by the City Engineer.

3.16 STAKING OF WATER MAINS AND SERVICES:

The water lines and services shall be staked by the Developer on projects installed by Developer, City Engineer on projects installed by the City.

3.17 EXCAVATION:

The Developer shall perform all excavations necessary or required to construct all pipelines and structures.

Excavation shall include the removal and disposal of all materials of whatever nature encountered. Trenches shall be excavated in open cut, following neat parallel lines equidistant from the centerline, which line shall be staked as set forth in Section 3.16 of these Improvement Standards. No tunneling or jacking will be permitted without written permission from the City Engineer. Trenches shall be of sufficient width to provide clearance beside the pipe for bracing and support and working space.

Care shall be taken to preserve all surface and subsurface facilities in the work area.

The trench shall be excavated to a minimum of 2 inches below the grade of the bottom of the pipe and 2 inches below the couplings of bells. If any of the trench bottom is in material too hard to permit proper bedding of the pipe, excavation must be carried to a depth at least 4 inches below the grade of the bottom of the pipe, and this over-excavation shall then be brought to grade with approved material compacted in place. Should the trench bottom at any location be of material which will not afford sufficient sound foundation, it shall be excavated as directed by the City Engineer and refilled to grade with approved materials compacted in place. Excess and / or rejected material shall be disposed of by the Developer.

3.18 SHORING, BRACING AND SHEETING:

The Developer shall furnish, install and maintain such shoring, bracing and sheeting as required in Section 6.10 of these Improvement Standards. All trunks shall be over-excavated to a depth of 6” below pipe grade and filled with 6” clean fill sand for bedding.

After the pipeline has been installed and sufficiently backfilled to protect the pipe, all shoring, bracing and sheeting shall be removed. All voids left by the removal of such bracing shall be carefully filled with suitable material compacted in place. Shoring, bracing and sheeting shall conform to Cal-OSHA Standards. 190
Oakdale Improvement Standards 22 3. Water

3.19 DISPOSAL OF SEEPAGE, STORM WATER, OR SURFACE WATER:

The Developer shall remove any seepage, storm water, or surface water that may be found or may accumulate in the excavation during the progress of the work. He shall furnish all pumps and other equipment necessary therefore and shall keep all the excavation entirely free from water at all times during the construction of the work. When pipe laying is in progress, the open ends of the pipe shall be closed by approved means to prevent entrance of water or dirt into the line. Whenever water is excluded from the pipe, adequate backfill shall be deposited on the pipe to prevent floating. Any pipe which has floated shall be removed from the trench and relaid as directed by the City Engineer.

3.20 PREPARATION OF TRENCH AND LAYING OF PIPE:

All pipe for water mains and laterals shall be laid to line and grade as shown on the approved plans and at such depths as to provide 30 inches minimum cover from top of the pipe to ultimate finish street grade. The Developer shall be responsible for verifying ultimate finish grade by requesting this information from the City Engineer.

When waterlines are being installed in a new subdivision, mainline pipe and the fire hydrant runs shall be installed prior to the installation of curb, gutter, and sidewalk.

The Developer shall field verify the depth and alignment of any existing water line prior to construction. If the existing water line is not exactly as shown on the improvement plans, the Developer shall obtain approval of the City Engineer before proceeding.

All water pipe runs shall have a No. 10 gauge solid, insulated with one-sixteenth (1/16) inch insulation, softdrawn copper wire laid along and duct taped to the top of pipe to facilitate location of the pipe at a later date.

The wire shall be stubbed up outside each valve box and be draped over the top into the box as shown on Standard Detail Drawing 3-A. All wire connections shall be stripped to bare wire connected with brass connectors shall be wrapped twice with 10mil PVC tape. Wire extending into the valve boxes shall have a onesixteenth (1/16) inch polyvinyl chloride insulation. The contractor shall conduct a continuity test on all locating wire splices.

3.21 HANDLING OF PIPE AND ACCESSORIES:

Proper implements, tools and facilities satisfactory to the City Engineer shall be provided and used by the Developer for the safe and efficient execution of the work. All pipe, fittings, valves, hydrants and accessories shall be lowered into the trench in such a manner as to prevent damage to pipe fittings. Under no circumstances shall pipe or accessories be dropped or dumped into the trench. All foreign matter or dirt shall be removed from the interior of pipe before lowering into position in the trench. Pipe shall be swabbed with Chlorine (50 ppm), and kept clean by means approved by the City Engineer during and after laying. All pipe and accessories shall be inspected for defects prior to lowering into trench. Any defective, damaged or unsound pipe or accessory shall be repaired or replaced at the Developer's or City Contractor's expense.

3.22 INSPECTION:

All water lines shall be inspected for proper installation by the City Engineer, prior to backfilling of trenches. See Section 1.6 of these Improvement Standards. If work is to be completed after normal business hours, Contractor shall call (209) 845-3625 to arrange for an inspection to be made after normal business hours. Work shall not be covered without inspection, see Section 1.6 of these Improvement Standards.

3.23 TESTING:

After establishing road subgrade and aggregate base has been placed, the entire length of each line shall be subjected to a hydrostatic pressure of not less than one hundred fifty pounds per square inch (150 psi) for a period of not less than 1 hour at line pressure. Fire lines shall be subjected to a hydrostatic pressure of not less 191
Oakdale Improvement Standards 23 3. Water
than two hundred pounds per square inch (200 psi) for a period of not less than 2 hours. No pipe installation will be accepted if leakage for the section tested exceeds a rate in gallons per hour per thousand feet (gph/1000') of

0.25 multiplied by the pipe diameter in inches (0.25 x diameter in inches).

The Developer shall perform the test prior to connecting to the existing system. The Developer shall furnish and install temporary caps, plugs for SP3 units, thrust blocks and other necessary materials needed to hold pressure on sections of line being tested.

Water for testing may be taken from the nearest blow-off, fire hydrant or other approved source. All pipe, fittings, valves, couplings, and other materials needed to fill the test lines with water shall be supplied and installed by the Developer. Care shall be taken not to contaminate the existing system.

The pump, gauge, pipe connection, and all necessary apparatus and equipment needed for the test shall be supplied by the Developer or City Contractor.

The Developer shall permanently stop all leaks. All pipe or joints which prove defective shall be replaced and the lines on which such defect or defects occur shall be tested again to determine final acceptability of the installation.

3.24 DISINFECTION:

GENERAL: Disinfection of pipelines shall not proceed until all appurtenances and any necessary sample ports have been installed. Every effort shall be made to keep the water main and its appurtenances clean and dry during the installation process. Any piping, valves, fittings, and appurtenances which become contaminated during installation shall be cleaned, rinsed with potable water, and then sprayed or swabbed with a 50 ppm sodium hypochlorite disinfecting solution prior to installation. Water mains under construction that become flooded by storm water, runoff, or ground water shall be cleaned by draining and flushing with metered potable water until clear water is evident. Upon completion, the entire main shall be disinfected using a method approved by the City Engineer or licensed Water Distribution Operator. After adjustment of all devices to finish grade, system will be subjected to another round of follow-up bacterial testing. Disinfection and caution to be used when adjusting said devices.

METHODS:

A. Sodium Hypochlorite Solution (Liquid)

1. Sodium hypochlorite solution shall be used for cleaning and swabbing piping and appurtenances immediately prior to installation and for disinfecting all components of connections to the City’s existing system.

2. Sodium hypochlorite (50 ppm) solution may be used for the initial disinfection of newly installed water mains. The solution shall be applied at a terminus of the system to be chlorinated using an injector which can adjust the amount of solution being injected into the piping system. The solution shall be injected at the appropriate concentration to achieve the specified concentration range of chlorine throughout the entire piping system. Where pumping equipment is used in conjunction with an injector, an integral backflow prevention device shall be installed and connected to the potable water supply.

3. Pumping equipment, piping, appurtenances and all other equipment in contact with potable water shall be disinfected prior to use. Water trucks shall not be used for disinfection of pipelines.

4. Sodium hypochlorite solution may also be used to increase the total chlorine residual if the concentration from the initial chlorination of the system is found to be low. The solution shall be added to the system in sufficient amounts at appropriate locations to ensure that the disinfecting solution is present at a concentration within the specified range throughout the piping system. 192
Oakdale Improvement Standards 24 3. Water
PROCEDURE FOR DISINFECTING WATER MAINS AND APPURTENANCES:

A. The pipeline shall be filled at a rate not to exceed 300 GPM or a velocity of 1 foot per second, whichever is less.

B. Disinfection shall result in an initial total chlorine concentration of 50 ppm to 150 ppm. This concentration shall be evenly distributed throughout the system to be disinfected.

C. All valves shall be operated with the disinfection solution present in the pipeline. All appurtenances such as air-vacuum relief valves, blowoffs, hydrants, backflow prevention devices, and water service laterals shall be flushed with the treated water for a sufficient length of time to ensure a chlorine concentration within the specified range in all components of each appurtenance. (Note the limitations for discharge of chlorinated water outlined below.)
D. The Contractor will verify the presence of the disinfection solution throughout the system by sampling and testing for acceptable chlorine concentrations at the various appurtenances and/or at the test ports provided by the Contractor. Areas of the system found to be below the specified chlorine concentration level shall receive additional flushing as noted above and/or additional disinfection solution as necessary. (Note the limitations for discharge of chlorinated water outlined below). All testing will be done in the presence of the City representative.

E. The chlorinated water shall be retained in the system for a minimum of 24 hours. The City will test the total chlorine residual. The system shall contain a total chlorine residual of not less than 80% of the initial total chlorine residual before the 24-hour soaking period began. If the total chlorine residual has decreased more than 20%, the system shall be soaked for an additional 24-hour period. If the total chlorine residual has not deceased after this additional 24-hour period, the system shall be flushed in accordance with the procedure detailed herein. If the total chlorine residual has decreased, the system shall be flushed in accordance with the procedure detailed herein and shall be re-disinfected.

3.25 FLUSHING:

Following a successful retention period as determined by the District Engineer, the chlorinated water shall be flushed from the system at its extremities and at each appurtenance, using potable water from a source designated by the City. The minimum water velocity during flushing shall be 3 feet per second. Flushing shall continue until the replacement water in the new system is equal in chlorine residual to the potable source of supply, and as follows:

A. All (Valves, Curb Stops, Blow-off, Hydrants or any other piping fixture) must be flushed until proper chlorine concentrations are achieved. No air can be in the system at any time after being flushed.

B. Water free from air and at proper chlorine concentrations must remain in the system at least 24 hours before a bacteriological sample can be taken.

C. If chlorine or air is found in the system at any point or time, the flushing process must be repeated.

D. Once the flushing process is achieved and approved, the bacteriological testing can begin.

The Developer or Contractor is responsible for having a City approved California State certified drinking water laboratory collect water samples and perform bacteriological testing. Locations of tests shall be determined by the City Engineer.

3.26 DISCHARGE OF CHLORINATED WATER:

A. Indiscriminate onsite disposal or discharge to sewer systems, storm drains, drainage courses or surface waters of chlorinated water is prohibited. The environment to which the chlorinated water is to be discharged shall be examined by the Developer, licensed operator, and the City Engineer. Where necessary, 193
Oakdale Improvement Standards 25 3. Water
federal, state and local regulatory agencies shall be contacted to determine special provisions for the disposal of chlorinated water. Any discharge of chlorinated water to the environment shall require the neutralizing of the chlorine residual by means of a reducing agent in accordance with AWWA C651 and California Regional Water Quality Control Board.

B. A chlorine reducing agent shall be introduced to the water prior to or at the point of discharge. A licensed distribution operator shall monitor the chlorine residual during the discharge operations. Total residual chlorine effluent limits for the discharge of chlorinated water from the testing of pipelines to surface waters shall have an instantaneous maximum value of 0.02 ppm.

The various methods of dechlorination available can remove residual chlorine to concentrations below standard analytical methods of detection, 0.02 ppm, which will assure compliance with the effluent limit.

The Contractor will perform all necessary tests to ensure that the total residual chlorine effluent limitations listed above are met.

3.27 BACTERIOLOGICAL SAMPLING:

A. All fire hydrants, water services, backflow devices and other appurtenances shall be adjusted to finish grade before bacteriological sampling can begin, unless otherwise approved by chief water official.

B. All sample sites must be free from excess chlorine or air. If one or all sample sites have excess chlorine or air in the system, the flushing process will start over.

B. Samples are to be collected from all predetermined sites.

C. All samples must be negative from bacteria.

D. If one or all samples fail, then all samples must be retaken E. If all samples pass, a second set of samples must be taken, and pass before further action can be taken.

F. If one or all samples from the second test fails, the disinfection process and flushing process must be repeated. If resampling, three (3) separate series of samples, 24, 48 and 168 hours apart, must pass.

Passing of Bacteriological Sampling:

A. All samples must be reported as negative.

B. Written results of testing have been received and accepted by the City of Oakdale and California Department of Health Services.

C. After all the procedures have been logged and reported to the City of Oakdale, the City of Oakdale may consider the water main acceptable.

D. On approval by the City Engineer or the City of Oakdale Water Department, the new water main system may be connected at this time.

3.28 CITY OF OAKDALE RIGHT OF RESPONSIBILITY:

A. The City Engineer or Engineering Division reserves the right to test the water after refilling the water main, and if not found to be safe, the bacteriological quality may require the Developer to re-chlorinate the water main, until the water quality is proven to be safe and satisfactory.

B. The City Engineer or Engineering Division reserves the right to require the Developer to provide all necessary items to protect City of Oakdale Potable Water System.

C. The City of Oakdale reserves the right to impose all costs associated with the Disinfection of City of Oakdale Water Main System to the Developer.
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Oakdale Improvement Standards 26 3. Water

3.29 BACKFILLING AT EXISTING IRRIGATION LINES (O.I.D.):

Whenever it is necessary to cross an existing irrigation pipe, the backfill shall be made by use of a pneumatic tamper. The entire area under the irrigation pipe, 2 feet on either side and 6 inches on top of the pipe shall be tamped to 95% compaction.

3.30 BACKFILLING OF TRENCH:

Prior to the pressure test on the pipe, the trench shall be backfilled. On completion of the pressure test, taking particular care to properly bed the entire length of pipe, the remaining portion of the trench shall be backfilled and compacted as shown on Drawing 7-A. Tests for compaction shall be made in accordance with N-Cal-Test Method 216 or 231 and ASTM D-1557. Backfill material in undeveloped streets shall be free of objectionable matter, such as vegetation, large clods and asphaltic paving material.

In undeveloped streets, ponding or jetting may be permitted when specifically approved by the City Engineer, if this method does not hinder subsequent operations. Ponding or jetting will not be allowed in existing paved streets.

The Developer shall take proper precautions to prevent floating of the pipe when flooding is used for compacting the trench and the Developer shall be responsible for damage resulting there from.

3.31 RESTORING SURFACE:

The surface of all trenches shall be filled and compacted so that the surfaces will conform to the condition of the surrounding ground. The paving requirements of the plans shall be met regardless of type of existing surface. Existing pavement shall be cut in neat parallel lines.

All surface restoration shall comply with Section 2.25.

3.32 UTILITY COVER ADJUSTMENTS:

All utility covers shall be adjusted to the final grade with zero tolerance.

Water Meter Boxes shall be adjusted to final grade of paving per Section 2.16 (Final Adjustment of Utility Covers) of these specifications.

END OF SECTION
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Oakdale Improvement Standards 27 4. Sewer

4. SEWER

4.1 GENERAL:

Sewers shall be installed by a Developer holding the appropriate license for such work under the provisions of the State of California Business and Professions Code.

4.2 DESIGN:

All sewers shall be sized to carry the quantity of sewage which will be discharges from their service area.

Minimum sewer pipe slopes are as follows: 8” S=0.0035, 10” S=0.0025, 12” S=0.0020.

All lateral sewers shall have a minimum cover of 3 feet, 6 inches from the top of the pipe to finished grade at the flow line of the curb. Sewers with less than minimum cover shall be cast iron, ductile iron C-900, or shall be constructed with special beddings approved by the City Engineer.

Sewers within 100 feet of domestic wells shall be cast iron or ductile iron and shall meet the requirements of the California Department of Public Health.

Sewer mains shall be located on centerline, unless otherwise directed by the City Engineer. Where a sewer line crosses a water line, the sewer line shall be designed according to "Criteria for the Separation of Water Mains and Sanitary Sewers", Department of Health Services, State of California.

As a minimum, sewer mains shall be extended across property frontage.

4.3 MANHOLES:

Manholes shall be constructed as shown in Drawing 4-C at all changes in vertical or horizontal alignment, and at all pipe intersections. A drop manhole shall be installed per Drawing 4-D when the vertical distance between the invert of incoming sewer line is more than 36” above the invert of the main line. The maximum distance between manholes shall be 400 feet. A terminal manhole as shown in Drawing 4-E shall be constructed at all dead-end runs. Manhole bases may be cast-in-place, Class B concrete or pre-cast reinforced concrete and shall extend beyond the outer wall of the manhole. Starter barrels and cones are not allowed on cast-in-place bases.

Precast bases shall conform to ASTM Specification C-478 and shall be placed on a minimum of 4 inches of crushed rock, of 3/4" inch maximum size. The rock shall be placed on undisturbed native soil.

Elevation differentials of inlets and outlets must conform to the improvement plans. The channel through the manhole shall be formed by laying the pipe through the manhole and removing the upper half of the pipe after the concrete has set. Special care shall be taken in the finishing of the interior of all manholes to obtain the best hydraulic characteristics. All rough edges shall be chipped away and plastered to leave smooth surface. Where called for on the plans, stubs shall be installed and plugged at the upstream end in a manner approved by the City Engineer. All pipes in and through manhole base shall have a water tight seal (donut).

Manholes shall be constructed for all laterals that are larger the 4 inches.

Manholes shall be constructed of precast reinforced concrete sections which conform to A.S.T.M. Specifications C478. The frame and cover shall conform to the elevation of the adjacent ground or pavement.

4.4 PIPE FOR NEW SEWER MAINS & LATERALS:

Sewer pipe shall be Poly Vinyl Chloride or Ductile Iron. Compression joints shall be used for all pipe and shall conform to the current Improvement Standards of the A.S.T.M. F477 for PVC and C111/421.11 for Ductile Iron.

Polyvinylchloride Pipe shall conform to the current Improvement Standards of A.S.T.M. D2241 SDR-26. 196
Oakdale Improvement Standards 28 4. Sewer
Cast Iron Pipe shall conform to the current Improvement Standards of the American National Standards Institute (ANSI) A21.6, and shall be Class 150, with bell and spigot joints. Cast Iron fittings shall conform to ANSI/AWWA C110-77. In areas of minimum cover, (typically 2 to 3 feet), No-Hub Cast Iron Pipe and fittings conforming to CISPI 301 and 310 may be used. However, all No-Hub Cast Iron Pipe and fittings, including services, shall be hydrostatically tested in accordance with Section 4.14 of these Improvement Standards. The hydrostatic test shall be performed after the pipe and fittings have passed the television inspection.

Ductile Iron Pipe shall be Class 50 and shall conform to the current Improvement Standards of the ANSI/AWWA C151/A21.51. All fittings shall conform to ANSI/AWWA C110/A21.10.

4.5 STAKING OF SEWER MAINS AND SERVICES:

The sewer mains and services shall be staked by the Developer on projects installed by Developer and by the City Engineer on projects installed by the City.

4.6 EXCAVATION:

Excavation shall include the removal of all materials encountered. All trenches shall be excavated in open cut following neat parallel lines equidistant from the pipe centerline as shown in Drawing 7-A.

Maximum width of the trench at the level of the top of pipe shall not exceed the outside diameter of the pipe barrel plus 24 inches.

At no time shall there be more than 300 feet of trench open per trenching machine, including the section ahead for pipe laying and the section behind which is not completely backfilled.

Excavation shall be made at least 4 inches below the grade of the bottom of the pipe in areas where the material is too hard to permit proper bedding. This over-excavation shall be brought to grade with approved material compacted in place.

Any areas which do not provide a firm foundation shall be over excavated as directed by the City Engineer and refilled to grade with approved materials compacted in place.

Excess and/or rejected material shall be disposed of by the Developer.

No tunneling or jacking will be permitted without written permission from the City Engineer.

4.7 SHORING, BRACING AND SHEETING:

The Contractor shall furnish, install and maintain such shoring, bracing and sheeting as required in these Improvement Standards under Section 6.10 Safety. All shoring, bracing and sheeting shall conform to Cal-OSHA Standards.

4.8 SEEPAGE, STORM WATER, OR SEWAGE:

The Developer shall remove from the trench any seepage, storm water, or sewage that may be found or accumulated during the progress of the work, and shall furnish all pumps and other equipment necessary therefore. The Developer shall also keep his completed work reasonably free from accumulation of water and sewage and shall free it entirely at such times as may be required by the City Engineer for the purpose of inspection. The removed material shall not be discharged into the sewer. 197
Oakdale Improvement Standards 29 4. Sewer

4.9 LAYING PIPE:

The pipe shall be laid to conform with the prescribed lines and grades. The line and grade shall be obtained by means of a laser beam or by measuring a tightly stretched string or wire set from the survey stakes. The Developer shall field verify the depth and alignment of any existing sewer main prior to construction. If the existing sewer main is not exactly as shown on the improvement plans, the Developer shall obtain the approval of the City Engineer before proceeding. All adjustments of pipe to line and grade shall be made by scraping away or filling in and tamping under the body of the pipe, not by blocking or wedging.

Manufacturers' recommendations on proper procedure for laying pipe shall be followed.

4.10 SEWER SERVICE MATERIALS:

General: Each individual property shall have a separate sewer service (s) complete from the sewer main to the property line. The minimum size sewer service lateral is a 4 inch. Sewer services are not permitted in easements without prior written approval of the City Engineer. This approval will be given only when insufficient grade makes it impossible to serve the property directly from a sewer main in the right-of-way.

Normally, single family residential properties can be adequately served by a 4-inch sewer service lateral. For properties other than single family residential, and, for other non-typical family residential, the City Engineer shall take into account the anticipated sewer use, and property size.

P.V.C. or Ductile Iron Pipe shall be used for all 4 inch or larger sewer services. For laterals larger than 4 inch, a manhole shall be installed at the main line connection.

If abnormal or unusual conditions occur, the City Engineer may vary the pipe materials.

Poly Vinvyl Chloride (PVC): All PVC laterals shall conform to ASTM 3034, SDR 26. (a) Connections:

Connections to PVC SDR 26 sewer mains shall be made with a “wye” fitting, and 1/8 bend.

Ductile Iron Pipe (D.I.P.): All Ductile Iron Pipe shall be Class 50 and shall conform to the current Improvement Standards of the American National Standards Institute (ANSI) - A21.51 – 1976 All Ductile Iron Pipe shall have a polyethylene encasement which shall conform to the current Improvement Standards of the ANSI - A21.5 (AWWA C105-72).
(a) Connections:

Only Cast Iron straight pipe, elbows and fittings shall be used from the sewer main to the right-of-way line. Cast Iron Pipe shall be furnished with "Tyton Joints" or "Ty-Seal Joints". Ductile iron transition couplings shall be installed in accordance with the manufacturer's specification for each pipe size.

When connecting a sewer lateral directly from the manhole to the right-of-way line. Ductile Iron Pipe shall be inserted onto the manhole and brought to the right-of-way line.

4.11 MATERIALS TO BE FURNISHED AND INSTALLED BY DEVELOPER:

The Developer shall furnish all the labor, materials, equipment, and appliances required to complete the sewer mains and sewer services specified.

4.12 SERVICE INSTALLATION:

The services shall be installed as per Drawings 4-A & 4-B.

Wye: (For 6-inch VCP main and all Cast Iron or Ductile mains):
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Oakdale Improvement Standards 30 4. Sewer
(a) Excavate sewer main to a point 6 inches below required depth. (b) Make three (3) initial cuts in the main, 2 to 6 inches apart, and remove the rings. Cut the main to the required length to insert wye or tee.
(c) Place 6 inches of crushed stone or crushed gravel as per Section 4.10 of these Improvement Standards at bottom of sewer main trench.
(d) Use shear coupling having stainless steel support band and stainless-steel tightening bands.

Wye Saddles: (For 8 inch or 10-inch VCP mains):
(a) The City Engineer shall be present during the installation procedure. (b) Excavate service trench and expose minimum section of the main. (c) Cut a hole of a shape and diameter compatible with the fitting to be installed. Sewer main shall be drilled or saw cut. No chiseling will be permitted. A tee saddle with a collar shall be installed if main is 5 feet or deeper.
(d) The under surface of the wye and the receiving edge around the hole in the main shall be ground slightly to remove the glaze on the pipe surface, immediately prior to the application of the epoxy. (e) Service location to be marked by chiseling an "S" on curb face. 12 inch or larger sewer mains: No direct connections are permitted on 12 inch or larger sewer mains, except in areas specifically designated and approved by the City Engineer. A service lateral may be connected to these mains, upon approval of the City Engineer, using one of the following methods:
(a) A lateral or fly-line, (Minimum 6 inch), may be extended from an existing manhole to the property, parallel to the main line. The lateral extension shall end in a terminal manhole. The building lateral shall be connected from the lateral extension to the right-of-way line. Improvement plans of the lateral shall be prepared by a Civil Engineer and shall be submitted to the City Engineer for approval. (b) If no manhole exists immediately adjacent to the property, a manhole may be placed over the main. (c) If a manhole exists immediately adjacent to the property, the building lateral may be connected directly from the existing manhole to the right-of-way line.

4.13 BACKFILL:

In undeveloped streets, after the sewers and appurtenances have been properly constructed and inspected., the trench shall be backfilled and compacted as shown in Drawing 7-A and shall conform to Section 19-3.06 of the current State Standards. The pipe shall be shaded by hand shovel method, 1 foot over the pipe, where clods exist in the spoil pile which may damage the pipe in the opinion of the City Engineer. Above this hand shading, all clods of any kind shall be removed which are larger than 4 inches in diameter.

Ponding and jetting are not allowed.

In existing paved streets, Class 1 aggregate sub-base conforming to Section 25-1.02A of the current State Standards, shall be used as the backfill material where a sewer wye is installed on an existing main. Ponding or jetting will not be allowed in existing paved streets.

Compaction testing shall be the Developer’s responsibility. 199
Oakdale Improvement Standards 31 4. Sewer

4.14 INSPECTION:

All sewer lines shall be inspected for proper installation by the City Engineer prior to backfilling of trenches.

Inspection of sewer lines shall include an air test, mandrel test, and television inspection. Inspection to be conducted after curb, gutter and sidewalk is installed and 80% of road base has been installed and compacted.

Air Test: Manhole to Manhole, 3.5 psi. for 3 minutes.

Mandrel: 5% mandrel (must be certified)
TV: Allowable Deflection:
8” 1”
10” 1 ¼”
12” 1 ½”
If work is to be completed after normal business hours, contractor shall call (209) 845-3625 to arrange for an inspection to be made after normal business hours. Work shall not be covered without inspection.

When pavement is cut to install a sewer lateral perpendicular to the main and the work cannot be completed within one day, a steel plate shall be placed over the open trench and safety precautions shall be followed as required in Section 6 Safety. The trench shall not be backfilled until the work has been inspected by the City Engineer, see Section 1.6 of these Improvement Standards, and Cal-OSHA Standards.

Prior to backfilling of trenches, the City Engineer may test for fractures and / or cracks in the pipe using a dye recommended by the pipe manufacturer and supplied by the City. All fractures and / or cracks in the pipe, shall be repaired by the Developer and re-inspected by the City Engineer, at Developer's expense.

The City Engineer will inspect all new lines with closed circuit television. The Developer shall give the City Engineer at least 2 working days’ notice prior to performing the work, at the Contractor's expense.

The Developer shall clean all lines of dirt and other debris, clean manholes, remove broken pipe, compact trench, raise manhole rims to grade, and correct all visible infiltration, leaks, and deficiencies prior to inspection.

Areas adjacent to manholes shall be leveled and made accessible to the television trailer. All inspections, including repeat work because the lines have not been cleaned, will be charged to the Developer on based on the time of the crew and equipment.

The Developer will have access to the television log sheets and to any pictures taken of the work. The Developer shall repair all substandard work discovered by the TV camera. Developer shall give the City Engineer at least 2 working days’ notice prior to performing the work.

4.15 GREASE TRAPS:

Grease Traps and Interceptors shall be constructed by the Developer on private property, on the sewer service lateral for any facility whose operation will result in oil, grease, sand or other solids being discharged into the City's sanitary sewer or storm drainage system.

The Traps or Interceptor shall conform to Section 708 and 711 of the current Plumbing Code adopted by the City and it shall be constructed where it can be easily inspected for proper operation by the City Engineer.

END OF SECTION
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Oakdale Improvement Standards 32 5. Storm Drain

5. STORM DRAIN

5.1 GENERAL:

These Improvement Standards cover storm drainage facilities to be constructed in the public right-of-way. The drainage system shall be by drywell or by positive collection system discharged into a natural waterway (positive drainage). These Improvement Standards also specify how and when private property may discharge into the public storm system.

Where storm drain trunks are available, the Developer shall design a drain collection system to discharge into the storm drain trunks or, if approved by the City Engineer, the Developer may also design the trunk line for discharge into a natural waterway.

Where no storm drain trunks are available, the Developer shall utilize the “2015 Post-Construction Standards Plan” for design guidance. Alternatives to positive drainage shall be reviewed on a case-by-case basis. In general, the City prefers site treatment control measures of retention or detention basins, see Table 3 “Site Design and Treatment Control Measures” of the Post-Construction Standards Plan.

In these Improvement Standards, storm drain trunks are 42" inches and larger. Other storm drains are referred to as laterals.

5.2 DESIGN OF POSITIVE DRAINAGE:

Positive storm drainage shall be designed using the "Rational Method", with the following values of the parameters applied in the equation Q = CIA:

C = 0.40(*) for residential (R-1, R-2)
C = 0.80(*) for all other areas
I = Intensity in inches, per hour taken from the 10-year frequency curve shown in Drawing 5-G. (*) The C-values listed are considered to be average runoff coefficients. Allowances for different C-values may be made upon approval of the City Engineer and shall be determined by the design of the improved areas.

The area, "A" in the above equation is the contributing area in gross acres, and the flow, "Q" is in cubic feet per second.

The minimum pipe flow velocity shall be 2 feet per second, with an "N" value of 0.013 for concrete pipe and an "N" value of 0.011 for PVC pipe when using "Manning's Formula".

The minimum pipe size shall be 12" inches inside diameter for lines providing drainage of public right-of-way.

Private service lines may be smaller, but they are to be maintained by the property owner.

The time of concentration on a lot shall be 20 minutes, unless otherwise approved by the City Engineer.

5.3 DISCHARGE STRUCTURES:

Discharge structures designed by the Developer shall be submitted for approval by the City Engineer.

It shall be the responsibility of the Developer to obtain written approval and encroachment permits from any agency controlling the discharge of drainage into the natural waterway or receiving waters.

5.4 RESERVED
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Oakdale Improvement Standards 33 5. Storm Drain

5.5 DRAINAGE BASINS:

Drainage basins must be approved by the City Council and designed to meet the requirements of the City Engineer.

The basic requirements for all storm drainage retention and detention facilities are as follows:
(a) Retention and detention facilities shall be designed using a 100-year, 24-hour storm, with a rainfall intensity of 2.88”.
(b) The volume of the detention basin shall be large enough to entrap a total of 3.10 inches of water over the area developed.
(c) The volume of the retention basin shall be large enough to entrap a total of 4.65 inches of water over the area developed.
(d) All basins shall include rock wells or horizontal drains. (e) The maximum high water line elevation of the basin shall be 6 inches below the lowest gutter elevation. (f) The maximum basin water depth shall be 10 feet and the bottom shall be shaped to concentrate the water at the inlet.
(g) Basin shall be designed such that the total volume of water (see part a) shall percolate or be discharged within 48 hours.
(h) Side slopes shall be 4H:1V maximum.
(i) Access roads shall be provided for access to drywells by city maintenance crews.

Other requirements for safety, aesthetic and special conditions may be imposed by the City Engineer.

For retention and detention basins, for any design standards or details not contained herein, see Stanislaus County current standards and details. Final design to be approved by the City Engineer.

5.6 PIPE MATERIAL:

Storm drain pipe may be Reinforced Concrete Pipe (RCP) or Polyvinylchloride (PVC) SDR-26. Use of high-density polyethylene (HDPE) pipe must be approved by the City Engineer.

The type of pipe used must conform to accepted Engineering practice and must be approved by the City Engineer. The class of pipe to be used shall be shown on the plans or specified in the special provisions.

Reinforced concrete pipe shall conform to Sections 65-1.02, 65-1.02A, 65-1.03, 65-1.06, 65-1.07 and 65-1.08 of the current State Standards.

5.7 CATCH BASINS:

Catch Basins (in Curb & Gutter), shall be constructed as shown in Drawing 5-A. Pipe Inlets (in Valley Gutters) shall be constructed as shown in Detail 5-B.

5.8 MANHOLES:

Storm drain manholes shall be constructed on storm drain trunk lines and lateral lines as shown in Drawing 5-C.

Storm drain manholes for lines greater than 36” in diameter shall be constructed as shown in Drawing 5-D.

The manhole castings shall be raised to finish street grade by the Developer. In easement areas, the casting grade shall conform to the surrounding surface unless special elevations are required because of irrigation or future street grades. Castings in undeveloped areas shall have finished concrete pad 48” x 48”. 202
Oakdale Improvement Standards 34 5. Storm Drain
Manholes shall be constructed at changes in horizontal alignment or slope, at intersections of trunks or laterals, at drain inlet connections, at 500 foot maximum spacing, unless greater spacing is approved by the City Engineer, and at all storm drain ends.

5.9 EXCAVATION:

Excavation shall include the removal of all materials encountered. All trenches shall be excavated in open cut following neat parallel lines equidistant from the centerline as staked. No tunneling or jacking will be permitted without written permission from the City Engineer.

Maximum width of the trench at the level, of the top of pipe shall not exceed the outside diameter of the pipe barrel plus 24 inches.

Excavation shall be carried at least 4 inches below the grade of the bottom of the pipe in areas where the material is too hard to permit proper bedding. This over-excavation shall be brought to grade with approved material compacted in place. Any areas which do not provide a sound foundation shall be over-excavated as directed by the City Engineer and refilled to grade with approved materials compacted in place. Excess and / or rejected material shall be disposed of by the Contractor.

5.10 LAYING PIPE:

The pipe shall be laid in conformity with the prescribed lines and grades, which shall be obtained by means of a laser beam or by measuring from a tightly stretched line parallel with the grade and supported on at least 3 points over the centerline of the pipe. The Developer shall field verify the depth and alignment of any existing storm drain line prior to construction. If the existing storm drain line is not exactly as shown on the improvement plans, the Developer shall obtain the approval of the City Engineer before proceeding. All adjustments of pipe to line and grade shall be made by scraping away or filling in and tamping under the body of the pipe and not by blocking or wedging. All pipe shall be laid with bell end upstream and shall be laid upstream from structure.

5.11 BACKFILL:

After the drain pipe and appurtenances have been properly constructed and inspected, see Section 5.10 of these Improvement Standards, and the joints have set, the trench shall be backfilled and compacted until the relative compaction is not less than 90% to within 24" inches to finish grade or to finish grade in an easement.

All material in the remaining 24" inches shall be compacted to 95% relative compaction as shown in Drawing 7-A and shall conform to Section 19-3.06 of the current State Standards.

5.12 SERVICE CONNECTIONS:

Service connections include lines from drain inlets in the public right-of-way, private lines from drain inlets on private property, and private lines from roof drains of private buildings. All service lines shall connect directly into a storm drain manhole. Storm drain connections to the sanitary sewer system are not allowed.

5.13 TESTING:

Testing for proper compaction and for control of the concrete shall be as directed and observed by the City Engineer and performed by the Developer unless otherwise specified on the Plans.

Certificates of compliance, weighmaster tags or other standard design data may be required by the City Engineer, in lieu of testing for proper concrete design.

On subdivision projects, the cost of the above testing shall be at Developer's expense. 203
Oakdale Improvement Standards 35 5. Storm Drain

5.14 INSPECTION:

The City Engineer will inspect all new lines with closed circuit television or by visual inspection made when crawling through the lines. If the closed circuit television is used, it shall be done at the Developer’s expense, and the Developer shall give the City Engineer at least 2 working days’ notice prior to performing the work.

Allowable deflection shall be 10% of pipe diameter.

The Developer shall clean all lines of dirt and other debris, clean manholes, remove pipe crowns, compact trench, raise manhole rims to grade, and correct all visible infiltration, leaks, and deficiencies prior to inspection.

Areas adjacent to manholes shall be leveled and made accessible to the television trailer. All inspection and equipment time will be charged to the Developer on subdivision projects.

The Developer may have access to the Television Log Sheets and to any pictures taken of the work. The Contractor shall repair all substandard work.

If work is to be completed after normal business hours, Contractor shall call (209) 845-3600, to arrange for an inspection to be made after normal business hours. Work shall not be covered without inspection, see Section

1.6 of these Improvement Standards.

END OF SECTION

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Oakdale Improvement Standards 36 6. Safety

6. SAFETY

6.1 GENERAL:

The Safety Section is intended to establish general principals of traffic control, worker protection and public safety measures to be taken in the performance of all work covered by these Improvement Standards.

No specification contained herein shall be deemed to create a legal standard of conduct or duty toward the public nor shall it limit the City in the exercise of powers conferred by law in modifying these specifications under special conditions.

The requirements of the State Traffic Manual and CA-MUTCD shall take precedence over the requirements of this Safety Section.

6.2 TRAFFIC CONTROL:

The safe movement of traffic through construction areas depends upon communicating concise and proper information to the public by signs, barricades, delineators, flagmen and warning lights. All such devices necessary during construction shall be furnished by the Developer. The size, shape, and color of such devices shall be as required by CA-MUTCD.

A Traffic Control Plan may be required at the discretion of the City Engineer. Such plan shall be approved by the City Engineer prior to construction.

6.3 SIGNS:

Warning signs used for night time conditions shall be reflectorized or illuminated. The use of orange flags in conjunction with signs is permitted if they do not at any time interfere with a clear view of the sign face.

Reflectorized signs fastened to barricades or similar supports shall have the face of the sign vertical and normal to the direction of traffic for effective visibility.

Signs are to be used only as long as necessary and then removed. During periods when the signs are temporarily unnecessary, they shall be removed or have their message covered.

6.4 BARRICADES:

Barricades are intended to impose an obstacle in or close off the normal flow of travel. Approved barricades for street closures are shown on Drawing 6-D. Approved barricades for pavement width transitions are shown on Drawing 6-E. Barricades shall not be used unless they are needed to separate the motorist from objects of greater hazard than the barricades themselves. Barricades should never be used primarily for delineation. The use of non-standard types of barricades, such as drums, buckets, sandbag, etc., can be hazardous and their use is prohibited.

6.5 FLASHER SUPPORTS:

Portable flasher supports shall be as required by the State Traffic Manual.

6.6 DELINEATORS:

The function of delineators is to channelize traffic. They shall consist of post and paddle type markers or cylindrical or cone shaped objects 18 to 48 inches in height as shown in CA-MUTCD.

Delineators should be uniformly positioned laterally and longitudinally relative to the line of traffic and they must be maintained in an erect position.

Delineators for night time use shall be reflectorized or illuminated to be visible from 500 feet under normal atmospheric conditions.
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Oakdale Improvement Standards 37 6. Safety
When placed in proximity to the edge of a traffic lane, delineators should be made of a material that will withstand impact without damage to them or the striking vehicle. Consideration must also be given to the necessity for stability against knockdown from wind or from the wash of passing traffic.

6.7 FLAGMEN:

Flagmen shall be required as necessary for safe conduct of the traffic through the construction area or as directed by the City Engineer. Flagmen shall not be used as a substitute for other warning signs and devices.

Standard hand signals shall be used as shown in the CA-MUTCD.

6.8 WARNING LIGHTS:

Warning Lights shall be electric lanterns, electric markers or flashers, provided to indicate an obstruction or restriction during periods of low visibility. Warning Lights shall be placed to mark the location of obstructions.

Motion may be imparted to Warning Light.

Flashing Lights for delineating the path traffic is to follow shall be uniformly spaced as approved by the City Engineer.

Warning Lights may be fastened to signs, barricades and portable flasher supports in a manner satisfactory to the City Engineer.

6.9 STREET CLOSURES:

Partial temporary street closures shall be made as shown in the State Traffic Manual. Prior to any street closure on a collector or major street, a Traffic Control Plan shall be approved by the City Engineer. In addition, a copy of the approved Traffic Control Plan shall be on the site at all times. One lane for each direction of through traffic must be maintained except where flagmen are provided to control traffic, then one lane may serve both directions. When trenching is necessary across intersecting streets, the work shall be done in such a manner as to maintain two-way traffic on cross streets at all times.

Where the trench line crosses an entrance to private property, access to the property shall be maintained at all times by means of a suitable bridge, until the trench may be backfilled. Such bridges shall be properly guarded and illuminated at night. Where any crosswalk is cut by the trench, suitable bridging shall be constructed. Such bridging shall be at least 4 feet in width, shall have suitable hand railing, shall be properly guarded and illuminated at night and shall be made immediately in cases where backfill material is suitable for jetting. The City Engineer shall determine which backfill material is suitable.

The complete closure of a street is allowed only when authorized in writing by the City Engineer as provided by these Improvement Standards. Such closure shall be accomplished only through the use of Type III Barricades as shown in CA-MUTCD.

Permanent closures and temporary closures in new developments at dead end streets shall conform to Drawing 6-D.

6.10 RULES AND REGULATIONS:

All work performed and all materials used by the Developer shall comply with the following: the State Labor Code; the California Administrative Code, Construction Safety Order, Title 8, Subchapter 4; all other applicable Federal, State and Local laws and regulations.

Specifically, the Developer shall furnish; install and maintain all shoring, bracing and sheeting. Any damage resulting from a lack of adequate shoring, bracing or sheeting shall be repaired at the Developers' or City Contractors' expense.

Additional requirements may be imposed by the City Engineer in the interest of public safety. 206
Oakdale Improvement Standards 38 6. Safety

6.11 UNDERGROUND SERVICE ALERT - USA NORTH:

The Developer shall call USA North at 811/800-227-2600 at least 48 hours prior to the start of any excavation, within the City Limits. All participating members, including the City of Oakdale, will be informed by USA North of the location, date, time and description of the proposed excavation.

Any existing underground facilities will then be located and marked in the field by the appropriate USA North member organization(s). Requests for field meetings shall be included in the initial call to USA North. For further information, contact the City of Oakdale at 1-209 845-3600 (Fax 1-209-848-4344). All excavation shall be in compliance with Section 1540(a) (1) of the Construction Safety Orders (Title 8, California Administrative Code Section 1540), which states:
" Prior to opening an excavation, effort shall be made to determine whether underground installations; i.e., sewer, water, fuel, electric lines, etc., will be encountered and, if so, where such underground installations are located. When the excavation approaches the approximate location of such an installation, the exact location shall be determined by careful probing or hand digging; and, when it is uncovered, adequate protection shall be provided for the existing installation. All known owners of underground facilities in the area concerned shall be advised of proposed work at least 48 hours prior to the start of actual excavation."
The Developer shall be responsible for the preservation of, and repairing any damage to, both private and public property in accordance with current State Standards.

END OF SECTION

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Oakdale Improvement Standards 39 7. Utilities

7. UTILITIES

7.1 GENERAL:

These Improvement Standards are intended to establish uniform locations and construction procedures for all underground utilities.

7.2 ENCROACHMENT PERMITS:

All utilities shall obtain an encroachment permit prior to commencement of work. The request shall be accompanied by a plan showing location and sizes of all underground work in existing right-of-way and easements including new subdivisions and parcel splits. The encroachment permit must be obtained from the City Engineer prior to commencement of work.

Emergency or repair work may be done prior to obtaining a permit by calling "Engineering Division at (209) 845- 3600", and giving them the location, contractor and circumstances of work required within the City of Oakdale right-of-way. Any work within the State right-of-way will require a Caltrans encroachment permit.

7.3 BACKFILLING OF TRENCH:

The trench shall be backfilled and compacted as shown on Drawing 7-A, and shall conform to "Section 19-3.06 of the current State Standards". Alternate cementitious backfill material may be used with prior approval of the City Engineer.

In undeveloped streets, ponding or jetting will be permitted when specifically approved by the City Engineer, if this method does not hinder subsequent operations. Ponding or jetting will not be allowed in existing paved streets.

Except where otherwise specified, initial backfill material shall be sand, gravel, crushed aggregate or native freedraining material. If, in the opinion of the City Engineer, the native material is unsuitable for initial backfill, the City Engineer may require the Developer to test the native material, at the Developer's expense. In order to be considered suitable, the native material shall have a sand equivalent of not less than 30 or having a coefficient of permeability greater than 1.4 inches per hour. The initial backfill shall be free of rocks or clods greater than 3 inches in diameter and shall be free of organic or other unsuitable material.

All native backfill material shall be free of rocks and clods greater than 3 inches in diameter and free of organic or other unsuitable material.

In the event that select native or native backfill material as defined by this section is not available in the trench spoils, material shall be imported to meet the requirements of this section.

7.4 TRENCH PAVEMENT:

All trenches shall be paved as per Drawing 7-A.

7.5 TEMPORARY TRENCH PAVEMENT:

When paving replacement of trench is to be done by the City of Oakdale, Contractor shall backfill the trench with aggregate base. Temporary pavement, 3 inches thick, shall be installed on top of the aggregate base.

7.6 INSPECTION:

Inspection of the utility work shall conform to the requirements of the encroachment permit and these Improvement Standards.

Additional inspections shall be requested by the utilities, Developers and City Contractors whenever damage to another utility occurs.
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Oakdale Improvement Standards 40 7. Utilities

7.7 IRRIGATION LINES:

Existing cast-in-place irrigation lines in street right-of-way shall be replaced with reinforced concrete pipe conforming to "Sections 65-1.02A and 65-1.-6B of the current State Standards".

The pipe shall be Class III except where the cover to finish grade is less than 3 feet, the pipe shall be Class IV.

Irrigation lines to be abandoned shall be removed, and not crushed and left in place.

Irrigation lines within a subdivision shall be removed, protected or relocated as required by the "Oakdale Irrigation District" and the City Engineer. Appropriate easements for irrigation lines to remain shall be dedicated as necessary. If required, a release of irrigation rights shall be executed by the "Oakdale Irrigation District".

7.8 TRENCH MAINTENANCE - MAJOR PROJECT:

The Developer, City Contractor or Utility shall inspect and repair work done on the trench for a period of 1 year from the date the work is accepted as complete by the City Engineer or, if subsequent repairs as required, 1 year from the date the repairs are complete.

7.9 UNDERGROUND SERVICE ALERT - ALL PROJECTS:

The Developer, City Contractor shall call "Underground Service Alert North", two working days before you dig.

By calling CA/NV 1-811/800-227-2600, for all projects by the City of Oakdale. The Developer shall outline the proposed excavation with white paint. Call 6:00 AM - 7:00 PM, Monday thru Friday except holidays.

END OF SECTION

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Oakdale Improvement Standards 41 8. Lighting

8. LIGHTING

8.1 GENERAL:

Street lighting shall be installed to conform to these Improvement Standards by a Developer holding an appropriate license for such work under the provisions of the State of California Business and Professions Code.

In the development of the plans, the City Engineer shall be consulted to insure coordination with utility provider (PG&E or MID) and the Improvement Standards.

Electrical equipment shall conform to the requirements of the National Electrical Manufacturers Association and material and work shall conform to the requirements of the National Electrical Code, the Electrical Safety Orders of the Division of Industrial Safety, Department of Industrial Relations of the State of California; rules for Overhead Line Construction G.O. 95, State of California, Public Utilities Commission, the Standards of the American Society for Testing Materials and the American National Standards Institute.

8.2 DESIGN:

The lighting system shall be designed to best serve the area and to minimize the length of service runs from the points of connection to the street lights.

All street lights to be installed shall be shown on the improvement plans. The location of the power source and of all conduit runs shall be shown on the improvement plans.

The circuit lengths and conductors shall be sized such that the maximum voltage drop between the source and any street light does not exceed 5 percent of the nominal circuit voltage.

8.3 CONDUIT:

Conductors shall be run in P.V.C. conduit except when run inside poles. Conduit and fittings shall be rigid metal or intermediate metal in locations, where approved by National Electrical Code, 1-inch minimum diameter. All fittings installed in concrete shall be of the concrete tight type.

Conduit shall be Sch. 40 P.V.C. between pull boxes, zinc-coated at the sherardizing, hot-dip or electro-plating process, from pull box to pole. Each length shall bear the label of the Underwriters Laboratory, Inc.

Conduits shall be bonded together in pull boxes and pole bases with no less than No. 8 AWG copper wire.

Where factory bends are not used, conduit shall be bent without crimping or flattening, using the longest radius practicable. In no case shall the bend radius be less than six times the inside diameter of the conduit.

Conduits crossing a paved right-of-way, shall be installed by the jacking or open trench method and shall be installed 30 inches below top of grade.

8.4 CONDUCTORS:

Conductors shall be No. 10 copper or larger, THW single conductor, Underwriter Laboratory approved. Wires within poles shall be No. 10 solid.

No conductors shall be drawn into the conduit until the conduit run is complete and the conduit is free of debris. If the conduit is installed in a pole foundation, the conductors shall not be drawn into the conduit for at least 3 days after placement of the foundation concrete.

Conductors shall not be spliced except in pole bases (or in pull boxes when approved by the City Engineer). The splices shall be made as follows:
(a) Where specifically approved by the City Engineer, spliced in pull boxes shall be made using IIson IK8 10 STP-8STP split box bolt to connect wire ends. Split bolt shall be wrapped first with Plymouth Bishop 122 210
Oakdale Improvement Standards 42 8. Lighting
Rubber Tape (splicing compound) #2002 and then with 3M "33+" electrical tape. The entire splice shall be coated with 3M "Scotchkote" electrical coating.

8.5 PULL BOXES:

Pull boxes shall be size Christy N-30 concrete and shall be furnished by the Developer. A pull box shall be installed at the base of the street light standard, per Drawing 8-B.

Where a utility company transformer is designated as the service point, a pull box shall be installed adjacent to the transformer and at street light standard.

Additional pull boxes shall be installed in conduit runs as necessary so that no conduit run shall exceed 200 feet between pull boxes.

Traffic lids shall be used when pull boxes are placed in areas travelled by vehicles. The traffic lids shall be 1/4" inch galvanized steel plate with 1/2" inch diameter lift hole and bolt holes to match standard stud bolts. All pull box lids shall identify the circuit as Street lights, Traffic Signals, etc.

8.6 FOUNDATIONS:

Foundations for poles shall be constructed of concrete as shown in Drawing 8-A.

Foundations shall be placed monolithically to within 4" inches of sidewalk grade. After the light pole is installed, a 36-inch square cap shall be placed to bring the foundation to sidewalk grade.

In areas of reconstruction, all work on foundations must conform to Section15-2.05, 86-2.01, 86-2.02 and 86-

2.03 of the current State Standards. Sidewalk grade may be lowered a maximum of 2" inches. In no Case shall the base of the standard be permitted to be more than 2” inches above grade. Where the new grade will be higher than the original established grade, the standards may be raised as permitted by unused threads on the anchor bolts. In all cases, a full nut of threads must be maintained. Welding shall not be performed on the body of high strength anchor bolts. Base of standards may never be left below grade. Where these standards cannot be met, a new pole foundation must be installed.

Foundations shall include a concrete-encased grounding electrode complying with Article 250-81(c) of the National Electrical Code.

8.7 ANCHOR BOLTS:

Anchor bolts shall be 1-inch in diameter, 40 inches long with a 4-inch "L" bend at the bottom end. Anchor bolts shall conform to ASTM Designation A 307.

8.8 POLES:

Poles shall be hot-dipped galvanized steel. Twenty-eight (28’) foot poles with 15' foot arms shall be Ameron Catalog No. N-2815-2. Twenty-five (25') foot poles with 15' foot arms shall be Ameron No. N-2515-2 or an approved equal. Pole tops and base covers shall be furnished and installed with each pole.

Poles shall not be installed until the foundation has set at least five (5) days. Poles shall be plumbed by adjusting the leveling nuts; leveling shims shall not be used. The poles shall be grounded to conform to the provisions of the National Electrical Code.

Poles shall have hand-holes near their bases.
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Oakdale Improvement Standards 43 8. Lighting

8.9 ELECTROLIERS:

The electroliers shall be located according to size as shown in Drawings 8-A & 8-B.

Luminaires shall have L.E.D. lamps, glass refractors, built-in receptacles for photoelectric cells, and regulator or auto-regulator type ballasts with a power factor of not less than 92%.

8.10 PHOTOELECTRIC CELLS:

Photoelectric cells shall be compatible with related equipment and adequate for the load.

8.11 EXCAVATION:

The trench excavation shall be made by the Developer as shown in Drawing 8-D. Trenches shall be straight and of even depth. Special locations or depths must be approved by the City Engineer prior to excavation.

8.12 LAYING CONDUIT:

The conduit shall be laid in the trench as shown in Drawing 8-D. Wherever possible, the conduit shall be placed adjacent to sidewalk for protection from future excavation. Conduit shall be jacked at existing street crossings.

8.13 BACKFILL:

The backfill shall be compacted as shown in Drawing 8-D.

8.14 WOODEN UTILITY POLE MOUNTING:

Existing wooden utility poles shall not be used for mounting lights unless specifically directed by the City Engineer and permitted by the Owner of the pole. Where approved, brackets for street lights mounted on wooden utility poles shall be Ameron Catalog No. 961-15N2.

8.15 CONNECTION TO ELECTRICAL DISTRIBUTION SYSTEM:

Where lighting circuit and energy source meet, the circuit shall terminate in the utility provider’s service box or pull box. The circuit shall terminate with a Bussman TRON fuse-holder, with 30 Amp cartridge fuse, type HEBAB. The fuse shall be taped to the cable and there shall be 4' feet of slack conductor coiled in pole.

Developer shall furnish and install conduit and conductors from pull box into the utility provider’s transformer.

Entrance into the utility provider’s transformer shall be coordinated with, and supervised by the utility provider.

The connection to either an overhead or underground energy source will be made by the utility provider, upon receipt of request for service by City. All necessary wiring, conduit, etc. to an existing and available power source shall be installed prior to acceptance by the City. Request for service is made upon completion of work by Developer or upon development of adjacent property.

When a light is to be mounted on a wooden utility pole, Developer shall furnish all materials as specified herein, including all conduit, conductors, thru bolts, lag bolts, etc. for installation by City or the utility provider. The cost for installation shall be included in the cost for inspection of improvements.

8.16 TESTING:

The street lights on City Contract Projects shall be tested in normal service for 4 nights before acceptance by the City.
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Oakdale Improvement Standards 44 8. Lighting

8.17 CONFLICT WITH UTILITIES:

Developer shall be responsible for contacting other utilities to determine that locations for foundations and conduit runs are clear.

Where conflicts exist, the locations may be altered with approval of the City Engineer.

END OF SECTION

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Oakdale Improvement Standards 45 9. Landscaping

9. LANDSCAPING
Reserved for Future Landscaping Specifications.
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Oakdale Improvement Standards 46 10. Site Improvements

10. SITE IMPROVEMENTS

10.1 PURPOSE:

The purpose of this section is to address issues relating to on-site improvements of private development projects, such as commercial and industrial developments, schools, churches, and other uses that include site improvements that are used by the general public (parking lots, etc.).

10.2 PARKING:

Parking lot configurations (stall width and depths, aisle widths, etc.) shall comply with Drawing 10-C.

10.3 TRASH ENCLOSURES:

Trash enclosures shall comply with Drawing(s) 10-D, 10-E, and 10-F.

All solid waste facilities serving commercial developments must comply with current state regulations regarding recycling (See CalRecycle for details).

10.4 DRYWELLS:

Drywells may only be utilized in special circumstances, with special request submitted and pre-approval by the City Engineer.

Drywells shall comply with Drawing 10-A and 10-B. Developer shall submit calculations prepared by a licensed engineer demonstrating that proposed drywells meet the flow and storage requirements of Section 10.4 of these Improvement Standards.

Drywells constructed on private property at vertical curb and gutter shall be installed per Drawing 10-A.

Drywells otherwise located on private property shall be constructed as shown in Detail 10-B. Drywells shall be located at least 150 feet from domestic water wells.

Drywells shall extend to 50' feet. Drywells shall not be installed in areas where high groundwater conditions exist. At least 5 feet separation must be maintained between the bottom of the drywell and the seasonal high groundwater as determined by a geotechnical engineer.

The maximum area drained into one drywell shall be 12,000 square feet. The maximum volume drained into one drywell shall be 3.65” of water for the total maximum area. Double drywells shall drain a maximum of 16,000 square feet, and they shall be separated by a minimum horizontal distance of 20' feet.

Developers shall be submit boring logs in the near vicinity of proposed drywells to a depth of 60 feet.

Percolation rates shall be tested for the soils. These boring logs and rates shall be submitted to the City Engineer for review and approval.

Provision shall be made by means of street geometric design to minimize the overflow of one drywell service area into adjacent areas. Where possible, the Street geometric design shall be such that overflow from a drywell service area into adjacent areas shall only occur for storms with a return frequency of greater than 5 years.

Where a drywell service area is designed to overflow into adjacent areas, the Developer shall provide drainage facilities in the adjacent areas to dispose of the additional runoff. The drainage facilities in the adjacent areas shall be as approved by the City Engineer.

Drywells shall be tested for adequacy after completion of all work in their designed service area. Testing shall consist of flooding the drywell at a rate equal to its design percolation for a duration equal to the Peak Flow Time. If a static head is obtained, then the rock well shall be allowed to drain for 1 hour, then refilled and its percolation rate then calculated. The measured percolation rate of the rock well shall be compared to the 215
Oakdale Improvement Standards 47 10. Site Improvements
design percolation rate. If the measured rate is less than the design rate, additional percolation area will be required. Drywells are required to absorb the total design volume within 24 hours.

It is the Developer's responsibility to adjust the drywell or add more drywells until the test is approved by the City Engineer. Testing shall be done under the direction of the City Engineer and at Developer's expense.

The Driller or Developer shall submit to the City Engineer a well drilling log as soon as possible after drilling is completed and prior to acceptance of the improvements by the City Engineer. Rock shall conform to the gradation of current State Standards, Section 90: Portland Cement Concrete, is amended and included in the project Special Provisions.

The corrugated metal pipe may be either corrugated aluminum pipe or corrugated galvanized steel pipe. The pipe shall conform to the requirements of Section 66-1.02 of the current State Standards.

The drywell frame and cover shall be as shown in Drawing 10-A and 10-B.

END OF SECTION
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Oakdale Improvement Standards 48 11. Fire

11. FIRE

11.1 PURPOSE:

The purpose of this section is to address issues relating to fire suppression within private development projects, such as commercial and industrial developments, schools, churches and other buildings used by the general public.

11.2 PRE-FIRE PLANS
Pre-fire plans shall be submitted and include the following information (see Drawing 11-B, 11-B-1, and 11-B-2 for requirements and symbols):

A. SITE PLAN:

A Site Plan (11”x17”) shall be submitted that includes the following information:
(1) Building Address
(2) Cross streets
(3) Hydrants
(4) North Reference Arrow
(5) Access and Egress (Driveways, Gates, Etc.)
B. BUILDING FLOOR PLAN:

A Building Floor Plan (11” x17”) shall be submitted that includes the following information:
(1) Main entrance and lock box
(2) Each floor layout
(3) Entrances and exits
(4) Room #s, Apt #s, Suite #s
(5) Area and occupancy, separation walls
(6) Utilities
(7) Fire alarm control unit location
(8) Fire system, FDC, main valve, test valve, rise location (9) Attic access, roof ladders etc.
(10) Hazardous material location
(11) Any other fire protection, system hood, CO2
(12) Air condition units
(13) Stairs
(14) Elevators

11.3 ALL WEATHER ACCESS ROAD
PLANS: Plans for “Fire Apparatus Access Roads” shall be submitted to Fire Department for review and approval prior to construction.

REQUIRED ACCESS: “Fire Apparatus Access Roads” shall be provided for every facility, building or portions of a building hereafter constructed or moved to within the jurisdiction when any portion of the facility or any 217
Oakdale Improvement Standards 49 11. Fire
portions of an exterior wall of the first story of the building is located more than 150 feet from the fire apparatus access as measured by approved route around the exterior of the building or facility.

FIRE ACCESS REQUIREMENTS (FOR BUILDING CONSTRUCTION) Residential subdivisions require finished paved roads per city standards with fire hydrants, blue markers, and street signs installed before vertical construction may begin.

The City of Oakdale requires that a fire hydrant be in service within 250 feet of the furthest point of construction prior to the stockpiling of combustible materials or the beginning of combustible construction.

Temporary all weather construction phase Fire Department access route structural sections shall consist of a minimum of 12 inches of base rock material over either (1) a lime treated subgrade, or (2) a subgrade covered with fabric in accordance with the following design criteria:

1. Subgrade is defined as the native soil at the bottom of the access route structural section, excavated to the lines and grades shown on the project grading plan, and provided with a discharge for the collected storm water runoff, as approved by the City Engineer.

2. Base rock shall be class II aggregate base compacted to at least 95% relative compaction.

3. Base rock shall be placed only on a firm and unyielding (compacted to at least 95% relative compaction) excavated and drained subgrade.

4. Lime treated subgrades shall be designed in accordance with the recommendations of a geotechnical engineer and compacted to at least 95% relative compaction.

5. Fabric shall be a ground stabilization fabric such as Mirafi 600X or equivalent.

6. Fire Department access shall be a minimum 26 feet in width and provided so that a 150-foot length of hose can be extended from the parked fire vehicle to all points along the exterior perimeter of all structures.

7. Alternate all weather access road sections may be proposed by a geotechnical engineer and submitted to the Public Services Director for approval. Approval of the Public Services Director and Fire Code Official is required for alternate all weather access roads.

EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, the provisions of this section may be modified by the Fire Chief.

SPECIFICATIONS: Dimensions: “Fire Apparatus Access Roads” shall have an unobstructed width of not less than 26 feet and an unobstructed vertical clearance of not less than 13 feet by 6 inches.

EXCEPTION: Upon approval by the Fire Chief, vertical clearance may be reduced, provided such reduction does not impair access by fire apparatus and approved signs are installed and maintained including the established vertical clearance.

SURFACE: “Fire Apparatus Access Roads” shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with a concrete or asphalt surface so as to provide all weather capabilities. The surface must be engineered and be capable of supporting a 37.5 ton (75,000 pound) imposed load. 218
Oakdale Improvement Standards 50 11. Fire
EXCEPTION 1: Temporary construction roads may be approved by the Fire Chief so long as they are engineered to support the 37.5-ton load. This basically requires a 95% soil compaction (tests required) and 2-3 inches of roadbed.

TURNING RADIUS: The turning radius of a fire apparatus access road shall be as approved by the Fire Chief. “Dead Ends, Fire Apparatus Access Roads” in excess of 150 feet in length shall be provided with approved provisions for the turning around of fire apparatus, see Drawing 11-C.

BRIDGES: When a bridge is required to be used as access under this section, it shall be constructed and maintained in accordance with the applicable section of the California Building Code and shall use designed live loading sufficient to carry the imposed loads of fire apparatus.

GRADE: The gradient for a fire apparatus access road shall not exceed 12% (except for short distances 10’-15’) Where required, anything over 15% shall have a concrete or asphalt surface, and within thirty feet of the grade transition to less than 12%.

OBSTRUCTION: The required width of a fire apparatus access shall not be obstructed in any manner, including parking of vehicles. Minimum required width and clearances established under this section shall be maintained at all times.

The installation, maintenance and upkeep of the fire apparatus access roads, or any utility for the maintenance of the roadway is the responsibility of the Developer, Property Owner, Homeowners’ Association, or Occupants within the Development.

MARKING: When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit their obstruction.

11.3 PREMISES IDENTIFICATION
This standard is promulgated for the purpose of clearly identifying and marking proper addresses pursuant to “California Fire Code” adopted by the City of Oakdale.

ADDRESSING:

1. Approved numbers or addresses shall be placed on all new and existing buildings above the doorway or in such a position as to be plainly visible and legible from the street or road fronting the property.

2. The minimum size dimension of the numbers shall be identified below.

3. Numbers shall be in contrasting color to their background.

4. Where a building is set back from the street or road fronting the property and where addresses may not be clearly identifiable due to distance from the street or roadway, landscape and architectural appendages, or other obstructions, address posting shall be required both at the street driveway serving such building and on that building.

5. Directories: For complexes with multiple buildings and large buildings, a directory, premises map, and directional signs may be required at approved locations. When deemed necessary by the Fire Chief, these signs, maps, etc. shall be illuminated.
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6. Requirements for Construction: When required by the Fire Chief, approved street name sign and address numbers at the site shall be installed prior to construction of any new structure.

7. Requirements for Occupancy: Prior to occupancy of any new structure, address numbers on the building, directories, premise maps, and directional signs shall be installed.

REQUIREMENTS:

One- and Two-Family Dwellings, and Mobile Homes: Building address shall be a minimum of four (4) inches, contrasting in color to the background, internally illuminated, and readily visible from the street. No brass or gold-colored numbers are allowed. Where structures are set back from the street, larger numbers may be required. In the event a structure is not visible from the street the address numbers shall be posted adjacent to the driveway entrances as well as on the structure. The posted numbers on the driveway entrances may be nonilluminated at the discretion of the Fire Chief.

A plan shall be submitted to the Oakdale Public Services Department for review indicating the method in which buildings are to be identified by address numbers.

Townhouses, Condominiums: Building address numbers shall be a minimum of six (6) inches in height, contrasting in color to the background, internally illuminated and readily visible. No brass or gold-colored numbers are allowed.

Each individual unit number shall be above or adjacent to the entrance door. Numbers shall be four (4) inches in height, contrasting in color to the background, internally illuminated and readily visible. No brass or goldcolored numbers allowed.

Address directory maps shall be provided showing all streets, driveways, building numbers and any additional information that would assist in locating individual units. See Directory Map requirements.

Numbering Order for Multi Occupancies
(1) Single story buildings shall be identified by using alpha characters starting with “A” ending with “Z”. The numbering sequence shall be in a clockwise direction beginning at the main street address entrance.

Each individual building shall identify suites or apartments by using numbers starting with one (1). The numbering sequence shall be in a clockwise direction.
(2) Multi-story buildings shall be numbered by floor series. First floor 100-199, Second floor 200-299, Third floor 300-399. The numbering system shall be in a clockwise direction starting at the main entrance.\ REQUIREMENTS:

These standards shall apply to all apartments, commercial and industrial buildings. When the setback is 100 feet or less.
(1) Apartments: An illuminated, diagrammatic representation of the apartment complex shall be installed at the primary vehicular entrances to each apartment complex unless otherwise indicated by the Fire Chief. Refer to Drawing 11-E.

Each building shall be marked at a location clearly visible from the street and/or the nearest vehicular access. Markings shall include building number/letter and numbers of units located in that building. 220
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Example:

Bldg. “B” Building Designation
Units 1-8 Units in Building
The building number or letter and the apartment number or letter shall be 6” high with a stroke of 3/4” and shall contrast with the background. Exterior lighting shall be provided which will illuminate the building identification sufficiently to render it visible from the vehicular access.

The individual apartments shall be identified by numerals and/or letters centered in the upper half of the primary entrance door. If the numbers would be concealed by a screen door (if placed on the door), then they shall be placed on the doorframe or other location immediately outside the door and visible from all angles of approach.

Additionally, if the apartment has access via a rear patio door or gate, it shall also be marked in the same manner. The numbers or letters shall be at least 3” tall and of at least 1/2” stroke. They shall all be of contrasting color to the background.
(2) Commercial: Individual buildings shall be addressed front and back. Minimum numeral size is 6” high with 3/4” stroke and shall contrast with the background. Exterior lighting shall be provided which will illuminate the building identification sufficiently to render it visible from the vehicular access. Rear doors servicing individual businesses shall be marked to indicate the address and unit identification, if unit identification is applicable.
(3) Industrial: Individual buildings shall be marked at a point clearly visible from the street and/or the nearest vehicular access. Minimum size shall be 12” high with a 1 1/2” stroke and shall contrast with the background. Exterior lighting shall be provided which will illuminate the building identification sufficiently to render it visible from the vehicular access. Rear doors servicing individual businesses shall be marked to indicate the address and unit identification, if unit identification is applicable. (4) “Spec” Warehouses: Individual units shall have unit and the number/space listed above the main entrance. The building shall be marked at the point nearest the street. Units with frontage on both sides of a building shall have identical markings on both sides. Minimum size for individual units shall be 6” high with a stroke of 3/4” and shall contrast with the background. Exterior lighting shall be provided which will illuminate the front building identification sufficiently to render it visible from the vehicular access. Rear doors servicing individual businesses shall be marked to indicate the address and unit identification, if unit identification is applicable.

In all buildings numeral/letter height and stroke shall be doubled for each additional 100’ of setback up to 300’.

All accessory rooms shall be labeled to the satisfaction of the Oakdale Public Services Department.

Building identification materials, including paint colors and exterior lighting fixtures, are subject to approval by the Community Development Department. Alternatives to the methods addressed in this document should be presented to the Oakdale Public Services Department and to the Community Development Department for consideration and approval.

Maintenance of building identification is the responsibility of the Building Owner and/or Manager.

NOTE: The above is a summary and may not include all the requirements for your business. 221
Oakdale Improvement Standards 53 11. Fire

11.4 STREET NAMING STANDARD
The purpose of the City of Oakdale, Street Naming Standard is to provide for the orderly assignment of Street Names, to protect the safety of the general public. The Public Works Department is the only agency with the authority to assign or modify Street Addresses within this jurisdiction. The selection of the street names will be of a technical review by the Stanislaus Regional 911, Oakdale Police, Planning Departments and County Planning.
(1) The Developer proposed new street names for the development to Stanislaus Regional 911 (Regional Dispatch Center) via e-mail.
(a) The submittal must be clearly legible and include the proposed street names, street type suffixes and APNs of the property to be developed.
(b) A tentative, improvement, or proposed map in .pdf file format should also be submitted with the names clearly identified on the map.
(2) The proposed Street Names should not conflict with already established street names within this County. Please utilize a County Map such as Thomas Brothers Map books for reference. Similar street names may be approved as long as the same name does not exist within the community and the address range is different. Duplicated street names within the City of Oakdale will not be accepted. (3) Proposed Street Names must be simple to pronounce. The main objective is to provide clear Street Names of Citizens and for Emergency Dispatch and to minimize the possibility of Emergency Personnel being unable to find a location.
(4) Anytime that a Street makes a directional change of approximately (90° - ninety degrees), the Street Name shall change. A directional change of approximately (90° - ninety degrees) shall mean a horizontal curve where a reduction in the design speed in required (i.e. a sharp turn vs. a sweeping curve). (5) Use only accepted Suffixes Accepted Suffixes are attached. (6) Suffix – All East/West directions are Streets, Ways or Places, and North/South directions are Drives, Avenues, or Lanes. All Cul-de-Sacs shall have a suffix of Court. If the road travels in both directions, then the direction with the greatest exposure will be labeled accordingly. See Drawing 11-D-1 for additional information.

Note: After the Street Names have been approved and returned to the Developer, it will be a requirement to identify the Streets by name on the submitted improvement or final map, for final City of Oakdale review and approval.

Process:
(A) Developer submits proposed list of Street names to Oakdale Public Services Department for review. (B) Stanislaus Regional 911 prepares the “Tentative Proposed Street Name Approval List” including research results & suggested responses, then forwards the list to the Oakdale Public Services Department as the City of Oakdale contact and County Planning Department. The Oakdale Public Services Department forwards the list for review to the Police and Planning Departments. 222
Oakdale Improvement Standards 54 11. Fire
(C) After Review and comments by the City of Oakdale and County Planning, the tentative list of names is then returned to Stanislaus Regional 911 to finalize the list. (D) Agreed upon changes to the tentative list are incorporated into the final list, the Stanislaus Regional 911 returns the final list to the Developer, Oakdale Public Services, Police, Oakdale Planning Department and County Planning.
(E) The Public Services Department will plan review the improvement or final maps to ensure compliance. (F) After the Final Map has been recorded by Stanislaus County, the approved street names not used by the developer will be released. The Oakdale Public Services Department will notify Stanislaus Regional 911 of the unused names.

11.5 ILLUMINATED DIRECTORY
This standard has been developed for the purpose of clearly identifying and marking of proper addresses pursuant to California Building and Fire Code, as adopted by Ordinance by the City of Oakdale. (1) In addition to individual building suite or apartment numerals or letters, condominiums, apartment complexes, townhouses, mobile home parks and multiple commercial buildings shall have installed at points of entry, an illuminated directory sign.
(2) The directory sign shall consist of the following:
(A) A plot plan showing private drive.
(B) Access roads.
(C) Building locations with unit number and addresses.
(D) Fire hydrant locations
(E) Name of complex
(F) A reference point on the plot plan indicating the location of the directory. (G) A North direction indicator.
(3) The Developer or the Property Owner shall submit to the Oakdale Public Services Department for review and approval a detailed plan showing size, materials, method of construction, electrical components and wiring, and location of installation.
(4) Figure 1 indicates the minimum dimensions of the directory. See Drawing 11-E. (5) Illumination may be by either internal or external lighting source.

Note: Existing buildings constructed prior to the effective date of this standard need not conform to the illumination requirement of this standard.

11.6 FIRE LANES
This standard has been developed pursuant to California Building and Fire Code as adopted by ordinance by the City of Oakdale. It is intended that this standard be used as a guide for installation and placement of signs and 223
Oakdale Improvement Standards 55 11. Fire
markings designated as a Fire Lane, where required by the Fire Marshal, in order to provide adequate Fire Department vehicle access.
(1) General
(A) “No Parking Fire Lane” signs and curb markings shall conform to the requirements outlined below as required by the Fire Marshal.
(B) Signs and curb markings shall be installed on any highway, at any curb, or in any location in a publicly or privately owned or operated off-street parking facility, required to be posted by the Fire Marshal, in order to provide the necessary unobstructed width and adequate turning radius to Fire Department apparatus.
(C) All signs and curb markings are to be installed and maintained by the property owner. (D) All curbs adjoining Fire Lanes or posted areas shall be painted Red and labeled “No Parking Fire Lane”. Curb markings and lettering shall conform to Figure IV, “DRAWING NO. 11-F-1” (E) Detailed plans of the proposed Fire Lane markings shall be provided to the Fire Marshal for review prior to installation.
(F) Signs and curb lettering are subject to the approval of the Fire Marshal. (2) No Parking Signs:
(A) Sign #1 Location
(1) Signs marking Fire Lanes are to be spaced so they are within 3 feet of each end of curbed areas and spaced a minimum of fifty (50) feet apart thereafter, see Figures I and II Drawing 11-F. (2) In addition, 1 sign is required for each island adjacent to a Fire Lane or access road, if the road width is less than 20’, see reference A, Figure II, Drawing 11-F. (3) Signs are to face oncoming vehicular traffic.
(4) All curbs adjoining Fire Lanes or posted areas shall be painted Red and labeled, see Figure IV, Drawing 11-F-1. Curb markings shall be spaced every twenty-five (25) feet.

11.6 PLACARD AND LABELING REQUIREMENTS
The purpose of this standard shall provide guidance to facilities and businesses which are required to post placards or labels for hazard identification as directed by the Oakdale Public Services Department, in designing the appropriate size and/or design of the placard or label. This standard has been developed pursuant to provision of the California Fire Code as adopted by the Oakdale Public Services Department. (1) Where Required:

Placards and labels shall be clearly posted in the following locations and/or as required by the Oakdale Public Services Department.

Placards:
(1) At all main entrances to facilities and buildings that use, store or process hazardous materials or reporting quantities.
(2) On entry gates or fences to facilities, buildings, and exterior storage areas. (3) At entrances to inside storage rooms or designated storage areas. (4) Entrances to cylinder (pressurized or cryogenic) storage areas. (5) On all parked trailers and/or cargo vehicles and shipping containers (see transport containers) which are used for temporary and/or permanent storage of hazardous materials. 224
Oakdale Improvement Standards 56 11. Fire
Labels:
(1) On all drums and/or tanks 30-gallon capacity or larger. (2) On all approved storage cabinets.
(3) On all pressurized cylinders greater than 200 cu. ft. capacity. (4) On all liquefied gases in excess of 150-gallon capacity. (2) Placard and Label Specifications
(1) All labels and placards shall utilize the National Fire Protection Association (NFPA) color coded hazard warning system.
(2) The numerical hazard rating shall comply with NFPA hazard rating index shown in Figure 2, Drawing 11-G-1. The hazard rating may be designated reviewing the Material Safety Data Sheets or by contacting the Oakdale Public Services Department.
(3) Placards and labels shall be constructed of weatherproof/resistant backings and materials. (4) Dimensions shall not be less than specified in Figure 1, Drawing 11-G. (5) The numerical hazard rating shall be black in color. (6) Diamond colors shall be blue, red, yellow, and white representing Health, Fire, Reactivity and Other, respectively as indicated in Figure 1, Drawing 11-G.

11.7 KEY BOX REQUIREMENTS
This standard is promulgated pursuant to the California Fire Code as adopted by the City of Modesto Fire Department.
(1) General
A “Key Box” is required where: (1) access to buildings is difficult; (2) in buildings with fire alarm, sprinkler systems, or specialized fire protection systems; (3) all facilities that are required to submit a hazardous materials business plan; (4) where electronic and manual gates could hamper emergency access; (5) in building or facilities when required by the Fire Chief.

After investigation of the available products, it has been determined that only the product line offered by the Knox Company, of Irvine, satisfies the security needs of the Fire Department and the Community. (2) Ordering Procedures
(A) The Standard Knox box model is 3200. Customer shall determine whether the box is surface mount or recessed. The model 4400 may be required based on multiple suites or size of complex. (B) Taking into consideration the number of keys necessary to ensure adequate access and the need for floor / site plans, hazardous material business plans etc. (C) Complete the authorization form and submit the order with payment directly to the Knox Company, 17671 Armstrong Avenue, Irvine, CA 92614-5728, (800) 552-5660, (949) 252-8181, Fax: (949) 252- 0482, Web: www.knoxbox.com. Select “Oakdale City Fire Department” as the agency.

Installation Procedure:
(1) In general, the location must meet the following criteria:
(A) The Key Box shall be mounted at the right side of the main entrance or gate. Where more than one (1) box is required, each box shall be located adjacent to the entrance / gate / door / elevator which it is intended to serve.
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Oakdale Improvement Standards 57 11. Fire
(B) The Key Box shall be mounted not less than five (5) feet and not greater than six (6) feet above the finish floor and not more than three (3) feet from the right-hand side of the main entrance to the building facility (access location).
(C) A Knox Decal shall be placed on the entrance door.
(D) The box should be mounted using heavy “lag bolts” or other sturdy devices to secure the box to the wall.
(E) Assemble all of the following for placement into the box:
(i) One for main entry
(ii) One for elevator override (where applicable)
(iii) One for the fire alarm or sprinkler system at the fire control room (iv) One grand master key for each floor, each wing.

After installation of the Knox Lock Safe, contact the Modesto Fire Department to test and secure the access keys into the safe.

Knox Key Switches for gates shall be per Drawing 11-K.

11.8 AUTOMATIC EMERGENCY VEHICLE ACCESS GATES
SCOPE:

Fire Apparatus Access Roads which are secured by gates shall comply with the specifications of the Modesto Fire Department. Electrically controlled gates which are not manned on a 24-hour basis shall be provided with an approved vehicle detector/receiver system in accordance with these guidelines. Gates shall be capable of being manually opened or shall be provided with battery back-up in the event of power failure which shall cause the gates to remain in the open position until power is restored. Access gate systems shall be maintained and operational at all times. Repairs shall be in accordance with original specifications.

PURPOSE:

To provide guidance and specifications whenever electrically operated access gates are installed across any emergency vehicle access way.

SPECIFICATIONS AND REQUIREMENTS:
(1) Installation Specifications
(A) Gates must have a minimum clear opening width of 20’-0” Exception: The Fire Chief may permit reduced gate widths when unusual circumstances are encountered. Developers wishing to utilize the exception must identify reason(s) for reducing gate widths in writing to the Modesto Fire Department.
(B) Gates must begin automatic opening sequence at a point no closer than 25’-0” as for reducing gate widths in writing to the Oakdale Public Services Department. (C) Electrically operated access gates must be equipped with an Automatic Vehicle Identification System, utilizing a standard roadway loop to a vehicle detector/ receiver which is to be mounted on Oakdale Public Services Department emergency response vehicles. 226
Oakdale Improvement Standards 58 11. Fire
(D) Underground roadway loop must extend across center of road, to be within 2’-0” of right and left sides of access lane.
(E) Automatic Vehicle Identification Access System installation must incorporate the following:

Reno A&E – Receiver Model AVI-B-1-911
Wiring Harness Model LMH8R
Puck: AVI-TS-911
(F) The system may be purchased from:

Control Products Systems Group
1172 National Drive. STE #70
Sacramento CA, 95834
PH: 916-664-5965
Email: [email protected]
(2) Plans and Specifications
Two sets of plans and specifications for fire apparatus access road gates shall be submitted for review and approval prior to construction. Included in the submittal shall be the following information:
(A) Site plan with north arrow, roadway, and gate dimensions. (B) Location and length of underground roadway detector loop. (C) Manufacturer’s specification sheets detailing the voltage, current, radio frequency, power cable and coding for the proposed system.
(D) Detailed vicinity map.
(3) Inspection
(A) A final inspection, conducted by the Modesto Fire Department, is required prior to placing the Automatic Vehicle Identification System into use.

The following conditions apply:
(i) Approved Plans must be provided on site at time of inspection. (ii) Inspections must be scheduled a minimum of 24 hours in advance. (iii) Installations must conform to approved plans.
(4) Operation Testing
(A) An operational test shall be conducted prior to placing the system into operation to establish that the final installation complies with this code and the specified design and is functioning properly.

END OF SECTION
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Oakdale Improvement Standards 59 12. Storm Water Quality

12. STORM WATER QUALITY

12.1 GENERAL:

The City of Oakdale is required by State and Federal regulations to develop programs to control the discharge of pollutants to the municipal storm drain system or to surface water bodies of the State, including the discharge of pollutants from construction sites. As a result, all construction projects are subject to the State mandated requirements designed to improve stormwater quality under the Clean Water Act.

Generally, projects that disturb one or more acres of soil or whose projects disturb less than one acre but are part of a larger common plan of development that in total disturbs one or more acres, are required to obtain coverage under the General Permit for Discharges of Storm Water Associated with Construction Activity, Construction General Permit Order 2009-0009-DWQ. Construction activity subject to this permit includes clearing, grading and disturbances to the ground such as stockpiling, or excavation, but does not include regular maintenance activities performed to restore the original line, grade, or capacity of a utility/facility.

To be covered by the NPDES permit, the Developer must submit a Notice of Intent (NOI), a Storm Water Pollution Prevention Plan (SWPPP), and the appropriate fee to the State Water Resources Control Board. All developers shall submit a Notice of Intent (NOI) to the State Water Resources Control Board for all projects disturbing 1 acre or more. A copy of the NOI and the WDID number issued by the state shall be submitted to the City Engineer prior to the commencement of any project’s plan review. A copy of the SWPPP that has been reviewed and approved by the State shall be provided to the City.

The Developer is responsible for compliance with all Federal, State, and local permits, rules, regulations, ordinances, statutes, and directions that apply to erosion, sediment, and water pollution control. Failure to obtain the required permit coverage or to comply with the requirements of the required permits could result in significant daily fines or penalties imposed by the State.

The minimum standards provided in the SWPPP do not relieve the Developer from liability of storm water pollution discharged caused by construction activities. The Developer shall implement best management practices regardless of project size in accordance to all relevant rules, regulations, and laws of the governing agency.

12.2 GRADING ACTIVITY DISTURBING ONE ACRE OR MORE OF LAND A National Pollution Detection and Elimination System (NPDES) permit will be required for all construction projects involving the grading, filling, excavation, storage, or the clearing or grubbing of one (1) acre or more of land. If a NPDES permit is required, then both and Erosion and Sediment Control Plan (ESCP) and a Storm Water Pollution Prevention Plan (SWPPP) must be provided as part of the initial plan review submittal requirements.

In general, the project SWPPP shall meet these minimum requirements:
a. A SWPPP must identify appropriate stormwater pollution prevention measures or Best Management Practices (BMPs) to reduce pollutants in stormwater discharges from the construction side to the maximum extent practicable (MEP).
b. A SWPPP must be prepared by a licensed Qualified Stormwater Developer (QSD) licensed by the State. c. A copy of the SWPPP must be kept readily available on the project side throughout the construction period and must be made available to City and State inspectors. d. The SWPPP should contain a site map(s) which shows the construction site perimeter, existing and proposed buildings, lots, roadways, storm water collection and discharge points, general topography both before and after construction, and drainage patterns across the project. 228
Oakdale Improvement Standards 60 12. Storm Water Quality e. The SWPPP must list Best Management Practices (BMPs) the discharger will use to protect storm water runoff and the placement of those BMPs. Additionally, the SWPPP must contain a visual monitoring program; a chemical monitoring program for “non-visible” pollutants to be implemented if there is a failures of BMPs; and a sediment monitoring plan if the site discharges directly to a water body listed on the 303(d) list for sediment. Section A of the Construction General Permit describes the elements that must be contained in a SWPPP.

The applicant shall submit the WDID (Waste Discharge Identification Number) issued by the State of California prior to the issuance of the grading permit. A copy of the Notice of Intent (NOI) shall also be provided prior to plan approval and/or issuance of a grading permit.

The NOI can be filed using the State’s online Storm Water Multiple Application and Report Tracking System (SMARTS). SMARTS has been developed to provide an online tool to assist dischargers in submitting their Notice of Intents (NOIs), Notice of Termination (NOTs), and Annual Reports, as well as, viewing/printing receipt letters, monitoring the status of submitted documents, and viewing application/renewal fee statements.

Additional assistance with the NPDES permit may be obtained from the California State Water Resources Control Board (SWRCB) by calling 866-563-3107 or visiting the following website: www.swrcb.ca.gov/stormwtr

12.3 GRADING ACTIVITY DISTURBING LESS THAN ONE ACRE OF LAND All construction projects will be required to develop and implement and Erosion and Sediment Control Plan (ESCP), regardless of the project size. At a minimum, the erosion & sediment control plan must contain the following items:
a. Erosion control measures.

Refer to CASQA Sections EC-a to EC-13 and choose appropriate measures for project site. b. Sediment control measures.

Refer to CASQA Sections SE-1 to SE-10 and choose appropriate measures for project site. c. Drain inlet protection.

Refer to CASQA Section SE-10. Mandatory for all projects. d. Stabilized entrance and egress from construction site.

Refer to CASQA sections TC-1, TC-2, & TC-3.
e. Concrete wash-out area.

Refer to CASQA Section WM-8.
f. Responsible Party.

Name of party responsible for implementation of and adherence to the erosion & sediment control plan. g. Size of project in acres.
h. Any other BMP’s necessary to control the discharge of pollutants from the construction site.

12.4 STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
The California Stormwater Quality Association (CASQA) Stormwater Best Management Practice Handbook for Construction contains guidelines for the preparation of SWPPP. The CASQA Handbook may be viewed online at www.cabmphandbooks.com
229
Oakdale Improvement Standards 61 12. Storm Water Quality The City of Oakdale has adopted the Best Management Practices (BMPs) listed in the current edition of the California Stormwater Quality Association (CASQA) “Stormwater Best Management Practice Handbook for Construction”. Developers, Contractors and Engineers are encouraged to use this publication in developing appropriate pollution control measures for individual construction projects.

The Developer shall implement and maintain, as a minimum, the following stormwater quality BMP practices:
a. The Developer shall perform routine inspection and maintenance of BMP’s. Inspections shall be done prior to, during, and after each qualifying rain event. The Developer is solely responsible for preparing and maintaining inspection and monitoring records.
b. The Developer shall immediately correct or replace any ineffective BMP. If the measures taken by the Developer are inadequate to effectively control water pollution, the Developer may need to revise the operations and water pollution control program.
c. Ineffective BMP may restrict the construction work from being performed until the water pollution control measures are made adequate. Continued noncompliance may result in a Notice of Violation (NOV) and/or suspension of the work indefinitely. The City Engineer reserves the right to take corrective action as needed to correct any noncompliance issues at the Developer’s sole expense. d. Contractors (or other responsible party) shall conduct regular inspections and maintenance of stormwater BMPs on the construction site. The party performing the inspection must be done by a licensed Qualified Stormwater Practitioner (QSP). Active construction sites may be visited at any time by City inspection staff. e. It shall be the responsibility of the owner and the permittee to ensure that erosion does not occur from any activity during or after project construction. Additional measures, beyond those specified, may be required as deemed necessary to control accelerated erosion.

12.5 POST-CONSTRUCTION MEASURES
The City of Oakdale is required to regulate development within the city to comply with Section E.12 (PostConstruction Storm Water Management) of General Permit 2013-0001-DWQ. In 2015, the City of Oakdale adopted a “Post-Construction Standards Plan” to guide project proponents through the various site design requirements of the Phase II Municipal Separate Storm Water Sewer System (MS4) Permit. This document can be downloaded from the city’s website.

There are basically three categories of projects that will be reviewed by the city for compliance with the permit:
a. Site Design Measures (generally projects that create and/or replace between 2,500 s.f. and 5,000 s.f. of impervious surface). Projects in this category are required to implement one or more site design measures from Section E.12.b.ii of the General Permit.
b. Regulated Projects (generally projects that replace ore create more than 5,000 s.f. of impervious surface).

Projects in this category must comply with more stringent requirements, which may include some or all of the following: Measures for Site Design, Source Control, and Low Impact Development (LID). LID may include: runoff reduction, storm water treatment and baseline hydromodification management. c. Road & LUP’s (Linear Underground/overhead projects). Some Road Projects and LUP’s (Linear Underground/overhead projects) will be required to implement LID measures.

It is the developer’s responsibility to become familiar with the requirements of the General Permit and the City’s Post-Construction Standards Plan, and incorporate design features into their projects that will meet the applicable implementation requirements of the permit. The city will review submittals for compliance, as well as perform required reporting.
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Oakdale Improvement Standards 62 12. Storm Water Quality

END OF SECTION
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PROJECT BILLING INFORMATION FORM
P R O J E C T / O W N E R I N F O R M A T I O N
PROJECT:

PROJECT NAME DATE

PROJECT LOCATION
OWNER:

COMPANY NAME

ADDRESS EMAIL

CITY, STATE, ZIP PHONE
APPLICANT:

COMPANY NAME

ADDRESS EMAIL

CITY, STATE, ZIP PHONE
O W N E R A U T H O R I Z A T I O N
I agree to take full financial responsibility for all costs accrued by the City for the overall daily management of my project, which ensures that all codes, laws, standards and permits are enforced. This may include and is not limited to: plan/map Public Services Department ‐ Phone (209) 845‐3625 ‐ FAX (209) 848‐4344 ‐ 455 S. Fifth Avenue ‐ Oakdale CA 95361 ‐ www.ci.oakdale.ca.us If signed by an authorized agent, you will need to attach the Letter of Authorizaion Form.

OWNER'S SIGNATURE PRINT NAME DATE

APPLICANT'S OR AUTHORIZED AGENT'S SIGNATURE PRINT NAME DATE All correspondence for this project should be emailed/mailed to: OWNER APPLICANT F O R C I T Y U S E O N L Y

DATE AMOUNT RECEIVED RECEIVED BY CD NUMBER
Rev. 11/4/14
reviews and revisions, encroachment permits, inspections, and administrative support. The financial responsibility accepted herein shall continue in full force and effect until the project is completed and all amounts due to the City are paid in full, or until such time that I instruct the City in writing to cease all work on the project, at which time all amounts due to the City shall become due and payable in accordance with this agreement.

I am aware that I may receive an invoice for my account but that no invoices will be sent for a typical fixed fee project. I shall pay finance charges for the upaid balance at a percentage rate established by City policy. All payments are due upon reciept.

I will contact the City within 45 days if I feel that I have been invoiced in error. All charges are my financial responsibility if I do not contact the City within 45 days. The City reserves the right to stop their work and/or my work on this project for unpaid balances and all charges must be paid prior to project approval. If I sell or option this property, I will disclose the terms of this statement and provide the City with new billing information. If I fail to do this, I will continue to be financially responsible for all future costs related to this project, and shall be responsible for any unpaid balance accrued during ownership of the property.

Public Services Department ‐ Phone (209) 845‐3625 ‐ FAX (209) 848‐4344 ‐ 455 S. Fifth Avenue ‐ Oakdale CA 95361 ‐ www.ci.oakdale.ca.us 232

SITE IMPROVEMENT PLAN REVIEW
P R O J E C T / A P P L I C A N T I N F O R M A T I O N PROJECT:

PROJECT NAME DATE
SITE PLAN APP. NO. BLDG. PERM. APP. NO. SIZE (ACRES) W.D.I.D. NO.

APPLICANT:

COMPANY NAME

ADDRESS EMAIL

CITY, STATE, ZIP PHONE
I N S T R U C T I O N S & C H E C K L I S T
Submittal Checklist: Plan Check Process:

Civil Improvement Plans Upon reciept of the items shown in the checklist (including d) hl ll b d
This application is for projects that include the installation of on‐site (private) improvements (commercial & industrial sites, churches, multi‐family complexes, etc.). While these projects typically include a Building Permit Application, this seperate Application to the Engineering Division is required for the Civil and Landscape Plans (and supporting documents). This Application should be submitted at the same time as the Building Permit Application, but under seperate cover to the Engineering Division at the Public Services Department (455 S. Fifth Street) in PDF format. The file can be emailed to [email protected] or submitted on a disc or thumb drive.

Public Services Department ‐ Phone (209) 845‐3625 ‐ FAX (209) 848‐4344 ‐ 455 S. Fifth Avenue ‐ Oakdale CA 95361 ‐ www.ci.oakdale.ca.us Landscape & Irrigation Plans
Storm Drain Storage Calculations
Geotechnical Report
Wall Plans (if applicable)
W.D.I.D. Number (cover sheet of plans)
SWPPP Deposit & Payments:

Project Billing Information Sheet
Plan Check Deposit ‐ $1,000
With Final Submittal:

Engineer's Estimate
Civil Cover Sheet (Mylar)
Plan Submittal Information:

Approval:

Oakdale Improvement Standards:

Rev. 2/10/15
The current edition of the Oakdale Improvement
Standards can be obtained at www.ci.oakdale.ca.us.

Improvement Plans, Calculations, Studies and Reports
shall be stamped and signed by a registered civil engineer (or geotechnical engineer, landscape architect etc.). Plans shall be on 24"x36" sheets only, and shall conform to the current version of the City of Oakale Improvement
Standards.
deposit payment), the plans will be routed to appropriate departments for plan check. Generally, plan check
comments will be provided in approximately 2 weeks in
PDF format to applicant (via email if file size is not
prohibitive).

The city utilizes a "Deposit‐based" fee system for this application. If the initial deposit is not adequate, the city will request additional funds from developer. Upon
approval of plans any excess funds will be returned to the owner/applicant or applied to the cost of inspections. See "Project Billing Information Form" for more information.

Upon approval of the plans, the City Engineer will email the applicant an approval letter with instructions for
obtaining required permits and procedures that must be
followed prior to constructing the site improvements.

Upon reciept of the materials requested, the City Engineer will sign the plans and the Engineering Division will issue the required permits.

Public Services Department ‐ Phone (209) 845‐3625 ‐ FAX (209) 848‐4344 ‐ 455 S. Fifth Avenue ‐ Oakdale CA 95361 ‐ www.ci.oakdale.ca.us 233

SUBDIVISION IMPROVEMENT PLAN REVIEW

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Oakdale City CouncilSeptember 15, 2025

Oakdale City Council
September 15, 2025