City Council Agenda July 14, 2026
1 1916506-1
AMERICANS WITH DISABILITIES ACT/CALIFORNIA BROWN ACT
NOTIFICATION FOR THE CITY OF HUGHSON
This Agenda shall be made available upon request in alternative formats to persons with a disability as required by the Americans with Disabilities Act of 1990 (42 U.S.C. Section 12132) and the Ralph M. Brown Act (California Government Code Section 54954.2).
Disabled or Special needs Accommodation: In compliance with the Americans with Disabilities Act, persons requesting a disability related modification or accommodation in order to participate in the meeting and/or if you need assistance to attend or participate in a City Council meeting, please contact the City Clerk’s office at (209) 883-4054. Notification at least 48-hours prior to the meeting will assist the City Clerk in assuring that reasonable accommodations are made to provide accessibility to the meeting.
City of Hughson
SPECIAL CITY COUNCIL MEETING
Hughson City Hall – 7018 Pine Street Hughson, California TUESDAY, JULY 14, 2026 - 6:00 P.M.
CALL TO ORDER: Mayor George Carr
ROLL CALL: Mayor George Carr
Mayor Pro Tem Randy Crooker
Councilmember Julie Ann Strain
Councilmember Alan McFadon
Councilmember Susana Vasquez
AGENDA
HUGHSON CITY COUNCIL
How to participate in, or observe the Meeting:
• In person in the City Council Chambers and submit public comment when invited during the meeting. • Observe only via YouTube live, by accessing this link:
https://www.youtube.com/channel/UC-PwkdIrKoMmOJDzBSodu6A?view_as=subscriber If a technical issue arises with any streaming option, the City Council meeting will continue unless the meeting is being held pursuant to the provisions of Assembly Bill 2449. • In addition, recorded City Council meetings are posted on the City’s website the second business day following the meeting. Recorded videos can be accessed with the following link:
Upcoming Meetings | Hughson CA
City Council Agenda July 14, 2026
2 1916506-1
FLAG SALUTE: Mayor George Carr
INVOCATION: Hughson Ministerial Association
1. PUBLIC BUSINESS FROM THE FLOOR (No Action Can Be Taken):
Please limit presentations to three minutes. If you wish to speak regarding an item on the agenda, you may be asked to defer your remarks until the Council addresses the matter. Pursuant to California Government Code Section 54954.2(a)(3), no action or discussion may be undertaken on any item not appearing on the posted agenda, except that the City Council, or its staff, may briefly respond to comments or questions from members of the public, provide a reference to staff or other resources for factual information, or direct staff to place the issue on a future agenda.
2. PRESENTATIONS: NONE.
3. CONSENT CALENDAR:
All items listed on the Consent Calendar are to be acted upon by a single action of the City Council unless otherwise requested by an audience member, or individual Councilmember, for special consideration. Otherwise, the recommendation of staff will be accepted and acted upon by roll call vote.
3.1: Approve the Minutes of the Regular Meeting of June 22, 2026.
3.2: Approve the Warrants.
3.3: Approve the Treasurer’s Report for the Month Ended of May 2026.
3.4: Reject the Claim for Damages filed by Sherry Marie Marquez (Date of Occurrence:
6/1/2026).
3.5: Adopt Resolution No. 2026-18, approving the Amendment to Professional Service Agreement with CSG Consultants for contract plan review and building inspection services and Authorize the City Manager to execute the Amendment inclusive of any final edits by the City Attorney.
3.6: Adopt Resolution No. 2026-19, directing the filing of the Annual Reports for Fiscal Year 2026-27 for the Special Assessment Districts (Landscaping and Lighting Districts, Benefit Assessment Districts, and Community Facility District); and Adopt Resolution No. 2026- 20, declaring the City Council’s Intent to Levy and Collect Assessments for Fiscal Year 2026-27 for the City of Hughson Landscaping and Lighting Districts, Benefit Assessment Districts, and Community Facility Districts and to set the Public Hearing for the July 27, 2026, City Council meeting.
City Council Agenda July 14, 2026
3 1916506-1
3.7: Adopt Resolution No. 2026-21, accepting the Hughson Downtown Lighting Project as complete and authorizing the City Manager to file a Notice of Completion with the Stanislaus County Clerk-Recorder.
4. UNFINISHED BUSINESS:
4.1: Consider and/or Provide Direction regarding the proposed sign for Euclid Park in memory of Dinella “Danee” Madrigal.
5. PUBLIC HEARING: NONE
6. NEW BUSINESS:
6.1: Authorize Staff to advertise and solicit competitive bids for the Seventh Street Frontage Improvements and Utility Upgrade Project; Authorize the City Engineer to issue addenda, if necessary, during the bidding process; and direct staff to return to the City Council with the lowest responsive and responsible bid for consideration of contract award.
7. CORRESPONDENCE: NONE
8. COMMENTS:
A brief report on notable attendance at a meeting, or conference, or other notable topics of City business shall be made. The Brown Act does not allow for discussion or action of items by the City Council during this time.
8.1: Staff Reports and Comments:
City Manager
Director of Finance
Community Development Director
Police Services
City Attorney
8.2: Council Comments:
9. CLOSED SESSION:
9.1: Conference with Legal Counsel - Anticipated Litigation Significant exposure to litigation pursuant to Government Code section 54956.9(d)(2) or (d)(3): two cases
9.2: Public Employee Performance Evaluation
Title: City Manager
City Council Agenda July 14, 2026
4 1916506-1
10. ADJOURNMENT:
The next regularly scheduled City Council meeting is Monday, July 27, 2026, at 6:00 PM.
In accordance with California Government Code Section 54957.5, any writing or document that is a public record, relates to an open session agenda item, and is distributed less than 72 hours prior to a regular meeting will be made available for public inspection in the office of the City Clerk at Hughson City Hall during normal business hours. If, however, the document or writing is not distributed until the regular meeting to which it relates, then the document or writing will be made available to the public at the location of the meeting, as listed on the agenda.
Notice Regarding Non-English Speakers
Pursuant to California Constitution Article III, Section IV, establishing English as the official language for the State of California, and in accordance with California Code of Civil Procedures Section 185, which requires proceedings before any State Court to be in English, notice is hereby given that all proceedings before the City of Hughson City Council shall be in English and anyone wishing to address the Council is required to have a translator present who will take an oath to make an accurate translation from any language not English into the English language.
UPCOMING EVENTS:
July 17 • Park After Dark Color Run, Rolland C. Starn Park, 6:00PM-9:00PM July 21 • Planning Commission Meeting, City Council Chambers, 6:00PM July 24 • Park After Dark Water Play, Rolland C. Starn Park, 6:00PM-9:00PM July 27 • City Council Meeting, City Council Chambers, 6:00 PM July 31 • Park After Dark Glow Mania Roller-skating, Rolland C. Starn Park, 6:00PM9:00PM
AFFIDAVIT OF POSTING
Date: July 10, 2026 Time: 5:00 PM
Name: Dominique Romo Title: City Manager
CITY COUNCIL AGENDA ITEM NO. 3.1
SECTION 3: CONSENT CALENDAR
Meeting Date: July 14, 2026
Subject: Approval of the City Council Minutes
Presented By: Dominique Romo, City Manager
Approved By:
____________________________
City Manager
______________________________________________________________________________ Recommendation:
Approve the Minutes of the Regular Meeting of June 22, 2026.
City Council Minutes June 22, 2026
1 1916506-1
City of Hughson
CITY COUNCIL MEETING
Hughson City Hall – 7018 Pine Street Hughson, California MONDAY, JUNE 22, 2026 - 6:00 P.M.
CALL TO ORDER: Mayor George Carr
ROLL CALL:
Present: Mayor George Carr
Mayor Pro Tem Randy Crooker
Councilmember Julie Ann Strain
Councilmember Alan McFadon
Councilmember Susana Vasquez
Staff Present: Dominique Romo, City Manager
Andy Pinasco, City Attorney
Kim Weimer, Director of Finance and Administrative Services Carla C. Jauregui, Community Development Director
Brock Dias, Chief of Police Services
FLAG SALUTE: Mayor George Carr
INVOCATION: Hughson Ministerial Association
1. PUBLIC BUSINESS FROM THE FLOOR (No Action Can Be Taken): NONE.
2. PRESENTATIONS:
2.1: Proclamation Designating July as Parks and Recreation Month.
Fabian Ramos, Community Development Specialist in the Community Development Department, accepted the Proclamation on behalf of Parks & Recreation.
MINUTES
HUGHSON CITY COUNCIL
City Council Minutes June 22, 2026
2 1916506-1
3. CONSENT CALENDAR:
All items listed on the Consent Calendar are to be acted upon by a single action of the City Council unless otherwise requested by an audience member, or individual Councilmember, for special consideration. Otherwise, the recommendation of staff will be accepted and acted upon by roll call vote.
3.1: Approve the Minutes of the Regular Meeting of June 8, 2026.
3.2: Approve the Warrants.
3.3: Adopt Resolution No. 2026-15, approving the FY 2026-2027 Senate Bill 1, Road Repair and Accountability Act, Local Streets and Roads Annual Reporting Program Project List.
3.4: Adopt Resolution No. 2026-16, setting the Appropriation Limit (Gann Limit) for Fiscal Year 2026-27.
3.5: Approve the Stanislaus Special Investigation Unit (SIU) Joint Powers Agreement and Authorize the City Manager to sign the Agreement with a term of July 1, 2026 to June 30, 2029 inclusive of any edits by the City Attorney.
Mayor Pro Tem Crooker pulled Consent Calendar Item 3.3 for further discussion.
MCFADON/CROOKER motion passes 5-0 to approve Consent Calendar Items 3.1,3.2,3.4, and 3.5 as presented.
Mayor Pro Tem Crooker expressed concerns with the timeline for this project, given delays related to the Railroad’s scheduling and project timelines. He inquired if there were other projects the funds could be used towards.
Community Development Director Jauregui advised that the City has been pursuing this project for multiple years and would like to see it through to completion, but that if the Council wished to utilize the funds towards another project, staff can provide Council with some options.
CROOKER/STRAIN motion passes 5-0 to approve Consent Calendar Item 3.3 as presented.
4. UNFINISHED BUSINESS: NONE
5. PUBLIC HEARING:
5.1: Receive an AB 2561 Presentation on Hughson’s Vacancies, Recruitment and Retention for Fiscal Year 2025-2026.
City Manager Romo presented this item to Council and answered any questions.
City Council Minutes June 22, 2026
3 1916506-1
STRAIN/CARR motion passed 5-0 acknowledging receipt of the presentation provided.
6. NEW BUSINESS:
6.1: Adopt Resolution No. 2026-17, approving the City of Hughson’s Fiscal Year 2026-27 Final Budget and Amending the City’s Contingency Reserve Fund Policy.
Director of Finance and Administrative Services Weimer presented this item to Council and answered questions presented.
CARR/MCFADON motion passes 5-0 to adopt Resolution No. 2026-17, approving the City of Hughson’s Fiscal Year 2026-27 Final Budget and Amending the City’s Contingency Reserve Fund Policy.
7. CORRESPONDENCE: NONE
8. COMMENTS:
A brief report on notable attendance at a meeting, or conference, or other notable topics of City business shall be made. The Brown Act does not allow for discussion or action of items by the City Council during this time.
8.1: Staff Reports and Comments:
City Manager Romo updated Council on her attendance at the SASA and Budget & Finance Subcommittee meetings. She also advised that she would be reaching out to Council to confirm attendance for rescheduling the next Council meeting to July 14, instead of July 13, due to no Chair or Vice Chair being available.
8.2: Council Comments:
Councilmember Vasquez provided comments on her remote attendance at the May 26, 2026, Council meeting, including the remarks she had prepared to share during that meeting. She then encouraged everyone to have a happy and safe Fourth of July, reminding the community to be mindful of veterans, pets, and to avoid drinking and driving.
Councilmember Strain updated Council on her attendance at the HHS Tennis Camp, and the Budget & Finance Subcommittee and StanCOG meetings. She thanked staff for the presentations at the meeting tonight and wished all a happy Fourth of July.
Mayor Carr updated Council on his attendance at the League of California Cities dinner and shared the topics discussed at that meeting. He then indicated he would be absent from the July 13 meeting, and possibly the July 27 meeting, noting that he would follow up closer to each date, and acknowledging that a meeting may be moved to July 14.
City Council Minutes June 22, 2026
4 1916506-1
9. CLOSED SESSION:
Mayor Carr adjourned the meeting into closed session at 7:14 PM.
9.1: PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Title: City Manager
10. ADJOURNMENT:
Council returned from Closed Session at 7:27 PM. All Council was present for the duration of the session. No reportable action was taken.
STRAIN/MCFADON motion passes 5-0 to unanimously adjourn the meeting at 7:27 PM.
APPROVED:
__________________________
GEORGE CARR, Mayor
ATTEST:
________________________________
DOMINIQUE ROMO, City Manager
Meeting Date: July 14, 2026
Subject: Approval of Warrants Register
Presented By: Kim Weimer, Director of Finance
Approved By: _________________________
Dominique Romo, City Manager
Recommended Council Action:
Approve the Warrants Register as presented.
Background and Overview:
The warrants register presented to the City Council is a listing of all expenditures paid from June 16, 2026, through July 7, 2026.
Fiscal Impact:
There are reductions in various funds for payment of expenses.
CITY COUNCIL AGENDA ITEM NO. 3.2
SECTION 3: CONSENT CALENDAR
7/7/2026 2:55:20 PM Page 1 of 6
Check Report
Hughson By Check Number
Date Range: 06/16/2026 - 07/07/2026
Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable # Payable Type Post Date Payable Description Discount Amount Payable Amount Bank Code: Payable Bank-Payable Bank
**Void** 06/18/2026 Regular 0.00 0.00 60942
**Void** 06/18/2026 Regular 0.00 0.00 60943
**Void** 06/18/2026 Regular 0.00 0.00 60944
**Void** 06/18/2026 Regular 0.00 0.00 60945
**Void** 06/18/2026 Regular 0.00 0.00 60946
**Void** 06/18/2026 Regular 0.00 0.00 60947
**Void** 06/18/2026 Regular 0.00 0.00 60948
**Void** 06/18/2026 Regular 0.00 0.00 60949
**Void** 06/18/2026 Regular 0.00 0.00 60950
**Void** 06/18/2026 Regular 0.00 0.00 60951
**Void** 06/18/2026 Regular 0.00 0.00 60952
**Void** 06/18/2026 Regular 0.00 0.00 60953
**Void** 06/18/2026 Regular 0.00 0.00 60954
**Void** 06/18/2026 Regular 0.00 0.00 60955
**Void** 06/18/2026 Regular 0.00 0.00 60956
**Void** 06/18/2026 Regular 0.00 0.00 60957
**Void** 06/18/2026 Regular 0.00 0.00 60958
**Void** 06/18/2026 Regular 0.00 0.00 60959
**Void** 06/18/2026 Regular 0.00 0.00 60960
**Void** 06/18/2026 Regular 0.00 0.00 60961
**Void** 06/18/2026 Regular 0.00 0.00 60962
**Void** 06/18/2026 Regular 0.00 0.00 60963
**Void** 06/18/2026 Regular 0.00 0.00 60964
00016 ABS DIRECT INC 06/18/2026 Regular 0.00 1,336.46 60965 143363 Invoice 06/10/2026 BILL PRINTING- MAY 0.00 1,336.46 02149 Alexis Garcia 06/18/2026 Regular 0.00 165.00 60966 INV0016088 Invoice 06/09/2026 Starn Park Rental 07/25/2026 - Cancellati… 0.00 165.00 00094 AT&T MOBILITY 06/18/2026 Regular 0.00 927.07 60967 287303621604X… Invoice 06/02/2026 PHONES 0.00 927.07
00104 AYERA TECHNOLOGIES INC. 06/18/2026 Regular 0.00 99.00 60968 784008 Invoice 06/01/2026 Ayera Blanket PO 0.00 99.00
00105 AZEVEDO'S AUTO SERVICE 06/18/2026 Regular 0.00 528.26 60969 25725 Invoice 05/27/2026 Azevedos Auto Blanket PO 0.00 528.26 00284 CHARTER COMMUNICATION 06/18/2026 Regular 0.00 163.77 60970 170063901060126 Invoice 06/01/2026 IP ADDRESS- PINE ST 0.00 163.77 01616 De Novo Planning Group 06/18/2026 Regular 0.00 18,229.50 60971 5007 Invoice 02/02/2026 Hughson General Plan Update 0.00 7,385.00 5037 Invoice 03/10/2026 Hughson General Plan Update through Ma… 0.00 4,504.50 5097 Invoice 05/18/2026 Hughson General Plan Update through Ma… 0.00 6,340.00 00527 GIBBS MAINTENANCE CO 06/18/2026 Regular 0.00 1,665.00 60972 18694 Invoice 05/31/2026 JANITOR SERVICES 0.00 1,665.00 00528 GILTON SOLID WASTE MANAGE 06/18/2026 Regular 0.00 829.92 60973 426300 Invoice 05/06/2026 STREET SWEEPING 0.00 829.92
01583 Hunt & Sons, Inc. 06/18/2026 Regular 0.00 4,290.74 60974 67051 Invoice 05/06/2026 Fuel Blanket 0.00 4,290.74
00659 J.B. Anderson Land Use Planning 06/18/2026 Regular 0.00 2,341.90 60975
Check Report Date Range: 06/16/2026 - 07/07/2026
7/7/2026 2:55:20 PM Page 2 of 6
Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable # Payable Type Post Date Payable Description Discount Amount Payable Amount 802 Invoice 06/01/2026 General Plan Update May 2026 0.00 2,341.90 01339 JOSE VAZQUEZ 06/18/2026 Regular 0.00 1,378.35 60976 INV0016094 Invoice 06/14/2026 Power Supply for Well #9 Antena 0.00 1,378.35 02041 Kevin Smith 06/18/2026 Regular 0.00 74.84 60977
003605 Invoice 06/03/2026 water bottles 0.00 74.84
00755 MCR ENGINEERING, INC 06/18/2026 Regular 0.00 55,308.95 60978 22082 Invoice 02/17/2026 Hughson City Engineer 0.00 13,779.00 22336 Invoice 04/24/2026 Hughson City Engineer 0.00 18,957.50 22518 Invoice 05/28/2026 Hughson City Engineer 0.00 22,572.45 02148 Melissa Alvarez 06/18/2026 Regular 0.00 428.00 60979 INV0016085 Invoice 06/08/2026 Senior Center Refund of Deposit - 06/06/2… 0.00 428.00 00855 OPERATING ENGINEERS LOCAL 06/18/2026 Regular 0.00 544.00 60980 INV0016090 Invoice 06/02/2026 LOCAL UNION DUES #3 0.00 544.00 00884 PITNEY BOWES 06/18/2026 Regular 0.00 502.25 60981 INV0016091 Invoice 06/14/2026 POSTAGE 0.00 502.25
01009 SHRED-IT USA LLC 06/18/2026 Regular 0.00 1,665.22 60982 8014518567 Invoice 06/03/2026 Shredding 0.00 1,665.22
01434 State of California Department of Justice 06/18/2026 Regular 0.00 32.00 60983 051078 Invoice 06/03/2026 Cust #144854 - Fingerprints 0.00 32.00 01066 STATE WATER RESOURCES CONTROL BOARD 06/18/2026 Regular 0.00 66,203.84 60984 INV0016092 Invoice 06/17/2026 Contract # D1602057 Project #5010008-0… 0.00 66,203.84 01638 U.S. Bank National Association 06/18/2026 Regular 0.00 357.52 60985 583283502 Invoice 05/29/2026 Printers 0.00 357.52
00005 United Site Services of California, Inc. 06/18/2026 Regular 0.00 80.78 60986 114-14240435 Invoice 05/31/2026 Fence Rental 0.00 80.78 01264 VERIZON WIRELESS 06/18/2026 Regular 0.00 76.02 60987 6144445351 Invoice 05/24/2026 TABLETS FOR SCADA 0.00 76.02 01420 CALIFORNIA STATE DISBURSEMENT UNIT 06/22/2026 Regular 0.00 40.12 60988 INV0016005 Invoice 06/03/2026 INCOME WITHHOLDING FOR CHILD SUPP… 0.00 40.12 01420 CALIFORNIA STATE DISBURSEMENT UNIT 06/22/2026 Regular 0.00 40.12 60989 INV0016072 Invoice 06/17/2026 INCOME WITHHOLDING FOR CHILD SUPP… 0.00 40.12 01257 1ST SECURITY & SOUND INC 06/25/2026 Regular 0.00 125.00 60992 34039 Invoice 05/19/2026 1st security alarm 0.00 125.00 00016 ABS DIRECT INC 06/25/2026 Regular 0.00 5,000.00 60993 MP-20260610 Invoice 06/10/2026 Postage 0.00 5,000.00
00032 AFLAC 06/25/2026 Regular 0.00 285.20 60994
160695 Invoice 06/24/2026 AFLAC 0.00 285.20
01603 Amazon Capital Services, Inc. 06/25/2026 Regular 0.00 3,137.12 60995 11DM-3JFV-JXKX Invoice 05/28/2026 power supply lebright monitor 0.00 53.92 14QR-V39G-DYC6 Invoice 04/14/2026 scanner water dept 0.00 394.62 19MG-PHNF-JQL3 Invoice 05/28/2026 well 9 chemical injection 0.00 21.56 1D1G-1M64-M7… Invoice 06/04/2026 Office Supplies- Calendar 2027 0.00 29.35 1FGX-D6MC-KCP7 Invoice 05/21/2026 water flasks (new employees) 0.00 53.38 1GWP-3JD6-WL… Invoice 06/25/2026 tools 0.00 1,086.78
1HQ9-J3NK-C63J Invoice 06/25/2026 tools 0.00 254.12
1KQ9-N9VM-GQ… Invoice 06/24/2026 Office Supplies- Deposit Slips 0.00 60.26 1MK3-QQL7-TM7F Invoice 06/25/2026 tools 0.00 496.00
1MYY-T9JP-3JFW Invoice 05/22/2026 tools 0.00 492.45
Check Report Date Range: 06/16/2026 - 07/07/2026
7/7/2026 2:55:20 PM Page 3 of 6
Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable # Payable Type Post Date Payable Description Discount Amount Payable Amount 1R4N-VL6N-HRLN Invoice 05/11/2026 power supply starn camera 0.00 26.96 1XHC-GKF4-J6FD Invoice 05/21/2026 tools 0.00 167.72
02104 Autrey's Sweeping LLC 06/25/2026 Regular 0.00 2,700.00 60996 49045 Invoice 06/24/2026 Sweeping Services - June 0.00 2,700.00 00822 BlueTriton Brands Inc 06/25/2026 Regular 0.00 242.72 60997 06F6703905050 Invoice 06/24/2026 Water for City Hall 0.00 107.57 26F0025664277 Invoice 06/20/2026 WWTP waters Blanket PO 0.00 135.15 00288 CHOICE LIGHTING SUPPLY 06/25/2026 Regular 0.00 3,158.53 60998 363660 Invoice 06/17/2026 lighting supplies 0.00 3,158.53 00305 CITY OF HUGHSON 06/25/2026 Regular 0.00 12,296.10 60999 June 2026 Invoice 06/24/2026 LLDS & STARN PARK 0.00 12,296.10 00302 CITY OF WATERFORD 06/25/2026 Regular 0.00 3,090.94 61000 May 2026 Invoice 06/24/2026 Code Enforcement Officer- May 0.00 3,090.94 00310 CLARK'S PEST CONTROL 06/25/2026 Regular 0.00 241.00 61001 39891756 Invoice 06/24/2026 PEST CONTROL 0.00 149.00
39891878 Invoice 06/24/2026 PEST CONTROL 0.00 92.00
02046 Clayton K. Casey MD Inc. A Professional Medical Corp. 06/25/2026 Regular 0.00 293.00 61002 EM002965 Invoice 06/12/2026 Breath Alcohol Test- Flores & Fullen 0.00 158.00 EM002998 Invoice 06/16/2026 DOT Physical- Luna 0.00 135.00 01538 Colonial Life 06/25/2026 Regular 0.00 190.98 61003 54059070601306 Invoice 06/24/2026 Colonial Life 0.00 190.98 02097 Continental Republic Capital, LLC 06/25/2026 Regular 0.00 4,800.04 61004 434 Invoice 06/16/2026 Extra Help - PW 06.13.26 0.00 2,057.16 449 Invoice 06/23/2026 Extra Help - PW 06.20.2026 0.00 2,742.88 00368 CSU STANISLAUS 06/25/2026 Regular 0.00 30.00 61005 CMP-016481 Invoice 06/24/2026 Live Scans - May 0.00 30.00 00464 EZ NETWORK SYSTEMS, INC. 06/25/2026 Regular 0.00 9,483.00 61006 48583 Invoice 06/24/2026 IT SERVICES- April 0.00 1,893.42 48656 Invoice 06/15/2026 IT SERVICES- June 0.00 703.11
TS48721 Invoice 06/24/2026 IT SERVICES- June 0.00 6,886.47 00474 FERGUSON ENTERPRISES,INC 06/25/2026 Regular 0.00 1,072.33 61007 0062898 Invoice 05/28/2026 Ferguson Water Blanket PO 0.00 30.66 0062914 Invoice 05/28/2026 Ferguson Water Blanket PO 0.00 642.09 0063006 Invoice 05/29/2026 Ferguson Water Blanket PO 0.00 399.58 00475 FGL ENVIRONMENTAL 06/25/2026 Regular 0.00 3,989.00 61008 636352A Invoice 06/01/2026 Fgl WW Blanket 0.00 239.00
636762A Invoice 06/01/2026 DW FGL Blanket PO 0.00 578.00 636763A Invoice 06/01/2026 DW FGL Blanket PO 0.00 578.00 636764A Invoice 06/01/2026 DW FGL Blanket PO 0.00 873.00 636765A Invoice 06/01/2026 DW FGL Blanket PO 0.00 578.00 637126A Invoice 05/27/2026 DW FGL Blanket PO 0.00 106.00 637127A Invoice 06/01/2026 Fgl WW Blanket 0.00 145.00
637231A Invoice 05/27/2026 DW FGL Blanket PO 0.00 78.00 637280A Invoice 06/02/2026 DW FGL Blanket PO 0.00 114.00 637281A Invoice 06/02/2026 DW FGL Blanket PO 0.00 114.00 637468A Invoice 05/29/2026 DW FGL Blanket PO 0.00 78.00 637538A Invoice 06/04/2026 DW FGL Blanket PO 0.00 96.00 637539A Invoice 06/04/2026 DW FGL Blanket PO 0.00 114.00 637540A Invoice 06/04/2026 DW FGL Blanket PO 0.00 114.00 637541A Invoice 06/02/2026 DW FGL Blanket PO 0.00 106.00
Check Report Date Range: 06/16/2026 - 07/07/2026
7/7/2026 2:55:20 PM Page 4 of 6
Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable # Payable Type Post Date Payable Description Discount Amount Payable Amount 637561A Invoice 05/29/2026 DW FGL Blanket PO 0.00 78.00 02151 Harris Personal Injury Lawyers, Inc. 06/25/2026 Regular 0.00 15.00 61009 INV0016098 Invoice 06/02/2026 Check should have gone to Sheriff's Office 0.00 15.00 02150 Hillary Areiga-Luna 06/25/2026 Regular 0.00 500.00 61010 INV0016097 Invoice 06/24/2026 Damge Deposit- Areiga-Luna 0.00 500.00 00594 HINDERLITER, dELLAMAS & 06/25/2026 Regular 0.00 750.00 61011 SIN064386 Invoice 06/22/2026 Sales Tax - April-June 2026 4th QTR 0.00 750.00 00627 HUGHSON NAPA AUTO & TRUCK 06/25/2026 Regular 0.00 350.99 61012 426810 Invoice 05/07/2026 Napa Fleet Blanket PO 0.00 86.39 426845 Invoice 05/08/2026 Napa Blanket PO PW 0.00 2.89
426848 Invoice 05/08/2026 Napa Blanket PO PW 0.00 4.52
427130 Invoice 05/13/2026 Napa Blanket PO PW 0.00 9.70
427315 Invoice 05/15/2026 Napa Blanket PO PW 0.00 9.70
427580 Invoice 05/20/2026 Napa Blanket PO PW 0.00 21.53 427596 Invoice 05/20/2026 Napa Fleet Blanket PO 0.00 150.96 427607 Invoice 05/20/2026 Napa Blanket PO PW 0.00 10.78 427978 Invoice 05/28/2026 Napa Blanket PO PW 0.00 29.72 428000 Invoice 05/28/2026 Napa Blanket PO PW 0.00 24.80 01583 Hunt & Sons, Inc. 06/25/2026 Regular 0.00 4,810.41 61013 149744 Invoice 06/08/2026 Hunt & Sons Blanket Diesel PO 0.00 2,099.03 149962 Invoice 06/03/2026 Hunt & Sons Fuel Balnket PO 0.00 1,626.47 149962. Invoice 06/03/2026 fuel Blanket 0.00 1,084.91
00668 JIMENEZ TRUCK AND TIRE RE 06/25/2026 Regular 0.00 1,906.45 61014 052026-3 Invoice 05/20/2026 tires for pw55 0.00 1,082.00 052126-3 Invoice 05/21/2026 tires for UT 4 0.00 824.45
01930 Leeroy Garcia 06/25/2026 Regular 0.00 1,174.51 61015 INV0016109 Invoice 06/24/2026 Resin for Corp yard floors 0.00 1,174.51 02154 Marvin Harper 06/25/2026 Regular 0.00 300.00 61016 INV0016191 Invoice 06/25/2026 Damage Deposit and Refund - Harper 0.00 300.00 00611 Mid Valley Publications 06/25/2026 Regular 0.00 278.43 61017 358624 Invoice 06/11/2026 Legal # 18911 Code of Conduct Elected Off… 0.00 161.88 358625 Invoice 06/11/2026 Legal #18910 - Update User Fees 0.00 116.55 02152 Mireya Ruvalcaba 06/25/2026 Regular 0.00 500.00 61018 INV0016189 Invoice 06/25/2026 Damage Deposit - Ruvalcaba 0.00 500.00 00776 MO-CAL OFFICE EQUIPMENT 06/25/2026 Regular 0.00 188.79 61019 AR1432470 Invoice 06/24/2026 Copies 0.00 188.79
00837 NORTHSTAR CHEMICAL 06/25/2026 Regular 0.00 599.46 61020 343337 Invoice 06/16/2026 northstar Blanket PO 0.00 599.46 02153 Patricia Tapia 06/25/2026 Regular 0.00 200.00 61021 INV0016190 Invoice 06/25/2026 Damage Deposit - Tapia 0.00 200.00 00901 PREFERRED ALLIANCE, INC. 06/25/2026 Regular 0.00 146.63 61022 0211350-IN Invoice 05/31/2026 OFF-SITE PARTICIPANT 0.00 146.63 01943 Quality Service, Inc. 06/25/2026 Regular 0.00 59,430.47 61023 38781 Invoice 03/10/2026 QSI WW contracted work 0.00 19,148.16 38782 Invoice 03/10/2026 QSI DW contracted work 0.00 1,530.00 39011 Invoice 04/17/2026 QSI WW contracted work 0.00 14,875.00 39164 Invoice 05/22/2026 QSI WW contracted work 0.00 20,747.31 39173 Invoice 05/22/2026 QSI DW contracted work 0.00 3,130.00 00983 SAUNDERS A/C & HEATING 06/25/2026 Regular 0.00 1,947.40 61024
Check Report Date Range: 06/16/2026 - 07/07/2026
7/7/2026 2:55:20 PM Page 5 of 6
Vendor Number Vendor Name Payment Date Payment Type Discount Amount Payment Amount Number Payable # Payable Type Post Date Payable Description Discount Amount Payable Amount D2078 Invoice 05/26/2026 AC service maintenance 0.00 1,947.40 01695 Smart Source LLC 06/25/2026 Regular 0.00 930.95 61025 0052994 Invoice 06/15/2026 Blue Notice 0.00 930.95
01040 STANISLAUS COUNTY SHERIFF 06/25/2026 Regular 0.00 132,397.99 61026 2526-58 Invoice 06/16/2026 Law Enforcement Services- May 0.00 132,397.99 01149 TURLOCK IRRIGATION DIST. 06/25/2026 Regular 0.00 39,018.57 61027 INV0016096 Invoice 06/24/2026 ELECTRIC 0.00 39,018.57
02078 UniFirst Corporation 06/25/2026 Regular 0.00 311.80 61028 2360250864 Invoice 05/18/2026 unifirst Blanket PO 0.00 24.11 2360250866 Invoice 05/18/2026 unifirst Blanket PO 0.00 78.07 2360250870 Invoice 05/18/2026 unifirst Blanket PO 0.00 56.80 2360252533 Invoice 05/25/2026 unifirst Blanket PO 0.00 24.11 2360252537 Invoice 05/25/2026 unifirst Blanket PO 0.00 78.07 2360252539 Invoice 05/25/2026 unifirst Blanket PO 0.00 50.64 01176 USA BLUE BOOK 06/25/2026 Regular 0.00 1,462.45 61029 INV01056867 Invoice 05/26/2026 DW water supplies 0.00 1,462.45 01947 Waterford Irrigation Supply, Inc 06/25/2026 Regular 0.00 81.47 61030 231253 Invoice 05/27/2026 parts for euclid meter 0.00 81.47 01225 WILLDAN ENGINEERING 06/25/2026 Regular 0.00 270.00 61031 010-66266 Invoice 06/22/2026 User Fee Study & Development Impact Fee 0.00 270.00 00049 ALLIED ADMINISTRATORS 06/26/2026 Regular 0.00 2,428.29 61032 INV0016192 Invoice 07/01/2026 DELTA DENTAL- July 0.00 2,428.29 01830 CivicPlus, LLC 06/26/2026 Regular 0.00 4,200.00 61033 372066 Invoice 07/01/2026 Annual Membership 0.00 4,200.00 02107 Health Net of California, Inc. 06/26/2026 Regular 0.00 21,719.65 61034 July 2026 Invoice 07/01/2026 Medical Services - July 0.00 21,719.65 00682 KAISER FOUNDATION HEALTH 06/26/2026 Regular 0.00 7,488.33 61035 6913534629765 Invoice 07/01/2026 MEDICAL SERVICES- JULY 0.00 7,488.33 01709 The Lincoln National Life Insurance Company 06/26/2026 Regular 0.00 541.14 61036 4980459609 Invoice 07/01/2026 Life Insurance- July 0.00 541.14 01192 VISION SERVICE PLAN 06/26/2026 Regular 0.00 642.10 61037 825440121 Invoice 07/01/2026 MEDICAL INSURANCE WITHHELD- July 0.00 642.10 Regular Checks
Manual Checks
Voided Checks
Discount
Payment
Payment Type Count
Bank Code Payable Bank Summary
Bank Drafts
EFT's
71 0
23 0
0 0.00
0.00 0.00
0.00 0.00
94 0.00
Payment
492,034.87
0.00 0.00
0.00 0.00
492,034.87
Payable
Count
131
0 0
0 0
131
Check Report Date Range: 06/16/2026 - 07/07/2026
7/7/2026 2:55:20 PM Page 6 of 6
All Bank Codes Check Summary
Payment Type Discount
Payment
Count Payment
Payable
Count
Regular Checks
Manual Checks
Voided Checks
Bank Drafts
EFT's
71 0
23 0
0 0.00
0.00 0.00
0.00 0.00
94 0.00
492,034.87
0.00 0.00
0.00 0.00
492,034.87
131
0 0
0 0
131
Fund Name Period Amount
Fund Summary
999 POOLED CASH/CONSOLIDATED CASH 6/2026 492,034.87
492,034.87
7/7/2026 2:57:59 PM Page 1 of 1
Refund Check Register
Hughson Refund Check Detail
UBPKT04695 - Refunds 01 UBPKT04693 Regular
Account Name Date Check # Amount Code Receipt Amount Type 13-0150-003 Management, Kerry Crawford/ Prime Property6/25/2026 60990 108.25 108.25 Deposit 15-1850-004 Whatley, Gary 6/25/2026 60991 147.11 147.11 Deposit Total Refunds: 2 Total Refunded Amount: 255.36
Revenue Code Summary
Revenue Code Amount
996 - UNAPPLIED CREDITS 255.36
Revenue Total: 255.36
General Ledger Distribution
Account Number Account Name Posting Amount IFT
Posting Date: 06/03/2026
Fund: 510 - WATER/SEWER DEPOSIT
510-10001 CLAIM ON CASH-WATER/SEWER DEPOSIT -255.36 Yes 510-11040 CUSTOMER CREDITS 255.36
510 Total: 0.00
Fund: 999 - POOLED CASH/CONSOLIDATED CASH
999-10010 CASH IN BANK-MONEY MARKET -255.36
999-20000 DUE TO OTHER FUNDS (POOLED CASH) 255.36 Yes
999 Total: 0.00
Distribution Total: 0.00
Meeting Date: July 14, 2026
Subject: Approval of the Treasurer’s Report for May 2026 Enclosure: Treasurer Report – May 2026
Presented By: Kim Weimer, Director of Finance & Administrative Services Approved By: __________________________
City Manager
Recommendation:
Approve the Treasurer’s Report for the Month Ended of May 2026.
Background and Overview:
Treasurer’s Reports are an important and necessary document for cities and local agencies and are one of the simplest but most important financial controls. Treasurer’s Reports demonstrate strong stewardship of public funds, support clean audits, provide transparency to a close‑knit community, help Council understand the City’s financial position, and reduce risk in a lean‑staff environment.
The attached Treasurer’s Reportsummarizesthe City’s cash balances, investment holdings, and fund activity for the reporting period. Key elements include:
• Cash and Investment Balances: A consolidated view of all City funds held in bank accounts, LAIF, and other permitted investment vehicles. • Interest Earnings: Monthly interest accrued and posted to applicable funds. • Fund Balances: Beginning and ending balancesfor each fund, reflecting receipts and disbursements.
• Investment Compliance: A statement confirming that all investments comply with the City’s adopted Investment Policy and the California Government Code. • Cash‑Flow Sufficiency: Certification that the City has adequate liquidity to meet its financial obligations for the next six months.
CITY COUNCIL AGENDA ITEM NO. 3.3
SECTION 3: CONSENT CALENDAR
Thisreport providesthe City Council and the public with a transparentsnapshot ofthe City’s financial position and supports ongoing fiscal stewardship.
Discussion:
As of May 2026, the City of Hughson has a cash and investment balance total of $46,626,185 with $4,365,802 invested. All investment actions executed since the last report have been made in full compliance with the City of Hughson’s Investment Policy. The City of Hughson will meet its expenditure obligations for the next six months as required by California Government Code Section 53646 (b) (2) and (3) respectively.
The Treasurer Report for May 2026 reflects the most current representation of the City’s funds and investments and provides a necessary outlook for both past and present investment and spending habits. While investments and funds differ from time to time, it is the goal of the City to maintain safety and stability with its funds, while additionally promoting prudence and growth.
Included with the Treasurer’s Report for May 2026 are supplementary graphs depicting the percentage of the City’s total funds, a breakdown of the Developer Impact Fees, and an additional line plot graph further demonstrating the Developer Impact Fees. This graph depicts the Developer Impact Fees’ actual balance for the past five years.
After reviewing and evaluating the report, City staff has researched funds with a significant deficit balance and submits the following detailed explanation for May 2026:
• The Transportation Capital Project Fund 420 currently reflects a negative balance of ($238,477). As the City continues to produce transportation projects, the transportation fund will likely continue to show a negative balance. City staff will continue to monitor and report the status of these reimbursements as the funds become available.
• The CDBG Street Project Fund 425 currently reflects a negative balance of ($533,402) reflecting a negative difference of $517,317 from the previous year. We received $511,308 in June which will greatly reduce the negative balance. • The Park Development Impact Fund 453 currently reflects a negative balance of ($199,995). We are expecting $182,536 to be reimbursed from the Parks Per Capita Grant. This grant is contributing to the Lebright Improvements, namely the restroom/snack bar facility.
Fiscal Impact:
As of May 2026, the City’s cash and investments total $45,626,185. This compares to the May 2025 balance of $41,902,131 and represents an increase of $3,724,054. There is no fiscal impact associated with receiving and filing this report. The Treasurer’s Report reflects financial activity already recorded in the City’s accounting system.
MONEY MARKET GENERAL REDEVELOPMENT
**
TOTAL
Bank Statement Totals $ 40,562,092 $ 818,277 $ - $ 41,380,370 Adjustment $ 376 $ 254
Outstanding Deposits + $ 119,271 $ 1,343 $ - $ 120,614
Outstanding Checks/transfers - $ (6,988) $ (331,790) $ - $ (338,778) ADJUSTED TOTAL $ 40,674,751 $ 488,084 $ - $ 41,162,205
Investments: Value @ purchase price $ 1,224,044
Investments: Change in Market Value & interest received $ (4,684) Multi-Bank WWTP Value at purchase price $ 3,156,094
Multi-Bank WWTP Change in Market Value & interest received $ (9,651) Investments: L.A.I.F. $ 49,167 $ 49,011 $ 98,178
General Ledger Adjustments
Wages Payable
TOTAL CASH & INVESTMENTS $ 45,626,185
Books - All Funds May-25 May-26 Difference % of Variance GENERAL FUND $ 5,219,157 $ 5,584,497 $ 365,340 7.00%
GENERAL FUND CONTINGENCY RESERVE $ 1,369,524 $ 1,454,740 $ 85,216 6.22% FIXED ASSESTS $ 12,426 $ 12,426 $ - n/a
SEWER $ 4,300,137 $ 4,414,604 $ 114,467 2.66%
SEWER FIXED ASSET REPLACEMENT $ 4,776,421 $ 4,487,210 $ (289,211) -6.05% SEWER DEV IMPACT FEE $ 1,893,245 $ 3,277,485 $ 1,384,240 73.11% WWTP Expansion 2008 $ (137,655) $ (64,053) $ 73,602 53.47% WATER $ 4,610,529 $ 4,699,314 $ 88,786 1.93%
Water TCP123 $ 5,567,519 $ 5,565,151 $ (2,368) -0.04%
WATER DEV IMPACT FEE $ 1,629,775 $ 2,392,961 $ 763,186 46.83% Water Fixed Asset Replacement $ 1,736,627 $ 2,271,241 $ 534,614 30.78% COMMUNITY/SENIOR CENTER $ 19,326 $ 24,446 $ 5,120 26.49% U.S.F. Resource Com. Center $ (25,886) $ (43,967) $ (18,081) -69.85% Garbage/Refuse $ 143,463 $ 150,141 $ 6,677 4.65%
GAS TAX 2103 $ 208,402 $ 212,519 $ 4,117 1.98%
GAS TAX 2105 $ 56,940 $ 75,394 $ 18,454 32.41%
GAS TAX 2106 $ (63,084) $ (62,796) $ 288 0.46%
GAS TAX 2107 $ 99,953 $ 119,543 $ 19,591 19.60%
GAS TAX 2107.5 $ 6,922 $ 7,922 $ 1,000 14.45%
Measure L SALES TAX-ROADS $ 1,394,001 $ 1,319,426 $ (74,575) -5.35% SB-1 ROADS MAINTENANCE REHABILITATION $ 782,892 $ 1,002,282 $ 219,390 28.02% LANDSCAPE LIGHTING DISTRICT $ (1,146) $ (1,146) $ - 0.00% BENEFIT ASSESMENT DISTRICT $ (127) $ (127) $ - 0.00%
COMMUNITY FACILITIES DISTRICT $ 7,255 $ 7,255 $ - 0.00% COMMUNITY ENHANCEMENT DEV IMPACT FEE $ 512,870 $ 678,990 $ 166,121 32.39% TRENCH CUT FUND $ 222,094 $ 222,094 $ - 0.00%
IT RESERVE $ 49,937 $ 64,944 $ 15,006 30.05%
SELF-INSURANCE $ 73,303 $ 73,303 $ - 0.00%
DIABILITY ACCESS AND EDUCATION $ 7,576 $ 9,658 $ 2,082 27.49% CLAIM ON CASH-CLFRF/ARPA $ 484,899 $ 291,493 $ (193,406) -39.89% AB109 PUBLIC SAFETY $ 35,722 $ 35,722 $ - 0.00%
ASSET FORFEITURE $ 1,660 $ 1,660 $ - 0.00%
VEHICLE ABATEMENT $ 66,077 $ 16,225 $ (49,852) -75.45%
SUPPLEMENTAL LAW ENFORCEMENT SERVICE $ 674,773 $ 692,705 $ 17,932 2.66% FEDERAL FUNDED OFFICER FUND $ 6,620 $ 6,620 $ - 0.00%
98-EDBG-605 BUSINESS ASSISTANCE $ 93,596 $ 93,596 $ - 0.00% 96-EDBG-438 Grant $ 403 $ 403 $ - 0.00%
94-STBG-799 HOUSING REHAB $ 232,845 $ 233,699 $ 854 0.37% HOME Program Grant (FTHB) $ 104,077 $ 174,077 $ 70,000 67.26% 96-STBG-1013 Grant $ 211,514 $ 212,289 $ 776 0.37%
CALHOME REHAB $ 117,910 $ 117,910 $ - 0.00%
LOCAL TRANSPORTATION $ 51,671 $ 51,671 $ - 0.00%
LOCAL TRANSPORTATION NON MOTORIZED $ 13,219 $ 13,219 $ - 0.00% TRANSPORTATION STREET PROJECTS $ (238,477) $ (238,477) $ - 0.00% PUBLIC WORKS STREET PROJECTS-CDBG $ (22,389) $ (533,402) $ (511,014) -2282.45% STORM DRAIN DEV IMPACT FEE $ 1,030,328 $ 1,458,226 $ 427,898 41.53% PUBLIC FACILITY DEV IMPACT FEE $ 2,172,447 $ 2,426,454 $ 254,007 11.69% PUBLIC FACILITY STREET DEV IMPACT FEE $ 887,076 $ 1,085,975 $ 198,899 22.42% PARK DEV IMPACT FEE $ (199,995) $ (199,995) $ - 0.00%
PARKLAND IN LIEU $ 645,961 $ 648,330 $ 2,369 0.37%
WATER/SEWER DEPOSIT $ 118,783 $ 123,869 $ 5,086 4.28%
RDA SUCCESSOR AGENCY $ 410,066 $ 410,561 $ 495 0.12%
RDA FIXED ASSETS $ - $ - $ - n/a
LANDSCAPE LIGHTING DISTRICT $ (13,937) $ (20,846) $ (6,909) n/a LANDSCAPE LIGHTING DISTRICT $ 48,237 $ 43,858 $ (4,378) n/a LANDSCAPE LIGHTING DISTRICT $ (1,464) $ (14,432) $ (12,967) n/a LANDSCAPE LIGHTING DISTRICT $ 52,665 $ 56,042 $ 3,377 n/a LANDSCAPE LIGHTING DISTRICT $ (18,666) $ (12,000) $ 6,667 n/a LANDSCAPE LIGHTING DISTRICT $ 504 $ (1,997) $ (2,500) n/a LANDSCAPE LIGHTING DISTRICT $ 47,478 $ 54,734 $ 7,256 n/a LANDSCAPE LIGHTING DISTRICT $ (119,760) $ (136,899) $ (17,140) n/a LANDSCAPE LIGHTING DISTRICT $ (79,945) $ (91,079) $ (11,133) n/a LANDSCAPE LIGHTING DISTRICT $ 21,005 $ 19,640 $ (1,365) n/a LANDSCAPE LIGHTING DISTRICT $ 47,967 $ 48,465 $ 497 n/a LANDSCAPE LIGHTING DISTRICT $ 12,610 $ 6,548 $ (6,062) n/a LANDSCAPE LIGHTING DISTRICT $ (9,225) $ (11,387) $ (2,162) n/a LANDSCAPE LIGHTING DISTRICT $ 48,512 $ 55,625 $ 7,113 n/a LANDSCAPE LIGHTING DISTRICT $ 21,840 $ 28,141 $ 6,301 n/a BENEFIT ASSESMENT DISTRICT $ 60,841 $ 54,986 $ (5,855) n/a BENEFIT ASSESMENT DISTRICT $ 6,858 $ 3,564 $ (3,293) n/a BENEFIT ASSESMENT DISTRICT $ 166,656 $ 174,262 $ 7,606 n/a BENEFIT ASSESMENT DISTRICT $ (7,579) $ (8,985) $ (1,406) n/a BENEFIT ASSESMENT DISTRICT $ 74,776 $ 82,637 $ 7,861 n/a BENEFIT ASSESMENT DISTRICT $ 66,412 $ 78,954 $ 12,542 n/a BENEFIT ASSESMENT DISTRICT $ 23,859 $ 32,148 $ 8,289 n/a COMMUNITY FACILITIES DISTRICT $ 67,066 $ 87,190 $ 20,124 n/a COMMUNITY FACILITIES DISTRICT $ 14,241 $ 18,724 $ 4,483 Developer Impact Fees *** $ 7,925,746 $ 11,120,095 $ 3,194,349 TOTAL ALL FUNDS: $ 41,902,131 $ 45,626,185 $ 3,724,054
Break Down of Impact Fees ***
SEWER DEV IMPACT FEE $ 1,893,245 $ 3,277,485 $ 1,384,240 73.11% WATER DEV IMPACT FEE $ 1,629,775 $ 2,392,961 $ 763,186 46.83% COMMUNITY ENHANCEMENT DEV IMPACT FEE $ 512,870 $ 678,990 $ 166,121 32.39% STORM DRAIN DEV IMPACT FEE $ 1,030,328 $ 1,458,226 $ 427,898 41.53% PUBLIC FACILITY DEV IMPACT FEE $ 2,172,447 $ 2,426,454 $ 254,007 11.69% PUBLIC FACILITY STREET DEV IMPACT FEE $ 887,076 $ 1,085,975 $ 198,899 22.42% PARK DEV IMPACT FEE $ (199,995) $ (199,995) $ - 0.00%
Break Down of Impact Fees *** $ 7,925,746 $ 11,120,095 $ 3,194,349 40.30% City of Hughson
Treasurer's Report
May 2026
Reviewed By: Sopheap Dong-Carreon Date
I hereby certify that the investment activity fo
this reporting period conforms with the
Investment Policy adopted by the Hughson City
Council, and the California Government Code
Section 53601. I also certify that there are
adequate funds available to meet the City o
Hughson's budgeted and actual expenditures
for the next six months.
7/9/2026
Storm Drain
Community Enhancement
Public Facilities Development
Public Facilities Development-Streets
Parks Development Impact Fees
Sewer Developer Impact Fees
Water Developer Impact Fees
Treasurer's Report - Charts and Graphs
May 2026
$3,277,485
$2,392,961
$678,990
$1,458,226
$2,426,454
$1,085,975
$-
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
May 2026 Breakdown of Developer Impact Fees
220 SEWER DEV IMPACT FEE
250 WATER DEV IMPACT FEE
370 COMMUNITY ENHANCEMENT DEV IMPACT FEE
450 STORM DRAIN DEV IMPACT FEE
451 PUBLIC FACILITY DEV IMPACT FEE
452 PUBLIC FACILITY STREET DEV IMPACT FEE
2022 2023 2024 2025 2026
Storm Drain 773,655.79 853,909.66 809,340.82 1,030,328.38 1,458,225.93 Community Enhancement 242,893.08 281,755.29 378,872.18 512,869.61 678,990.36 Public Facilities Development 1,675,220.83 1,772,596.26 1,937,973.98 2,172,447.39 2,426,454.05 Public Facilities Development-Streets 461,915.05 605,810.51 718,587.01 887,076.01 1,085,974.51 Parks Development Impact Fees 778,995.71 581,981.76 (167,751.91) (199,995.30) (199,995.30) Sewer Developer Impact Fees 7,811.25 522,916.38 1,104,604.72 1,893,244.72 3,277,484.67 Water Developer Impact Fees 379,785.45 560,265.45 1,010,613.45 1,629,775.12 2,392,961.12 -500,000.00
0.00 500,000.00
1,000,000.00
1,500,000.00
2,000,000.00
2,500,000.00
3,000,000.00
3,500,000.00
5 Year Trend for Developer Impact Fees for the Month of May WATER TCP123, 12.20%
Percentage of Fund - May 2026
WATER TCP123
Note:
Data displayed represents
largest percentage of City
funds. All other funds
represent less than 20% of
the City's total Cash and
Investments.
Meeting Date: July 14, 2026
Subject: Reject Claim for Damages
Enclosure: Initial Claim Form
Presented By: Dominique Romo, City Manager
Approved By: ____________________________
City Manager
Recommended Council Action:
Reject the Claim for Damages filed by Sherry Marie Marquez (Date of Occurrence: 6/1/2026).
Background and Discussion:
The Claimant has filed a claim for damages for an incident that occurred on June 1, 2026.
AIMS, the City’s risk management and insurance adjustor, recommends that the City reject the claim.
If Council wishes to discuss this matter, a member of the City Council can pull the item from the Consent Calendar and the item will then be discussed in closed session.
Fiscal Impact:
There are no fiscal impacts associated with the denial of this claim.
CITY COUNCIL AGENDA ITEM NO. 3.4
SECTION 3: CONSENT CALENDAR
Meeting Date: July 14, 2026
Subject: Approving the Amendment to a Professional Service Agreement with CSG Consultants for Contract Plan Review and Building Inspection Services
Enclosures: Third Amendment
Original Professional Service Agreement
Presented By: Carla C. Jauregui, Community Development Director Approved By: _____________________________
City Manager
Staff Recommendation:
Adopt Resolution No. 2026-18, approving the Third Amendment to the Professional Services Agreement with CSG Consultants for contract plan review and building inspection services and Authorize the City Manager to execute the Amendment inclusive of any final edits by the City Attorney.
Background and Overview:
In December 2019, City staff issued a Request for Statement of Qualificationsfor plan check and building inspection services. Ten proposals were received from firms across California, and after interviews, CSG Consultants was selected as the preferred provider for the City of Hughson. The City Council approved a one‑year agreement with CSG on April 27, 2020, which expired June 30, 2021. The First Amendment to the Agreement was approved on May 10, 2021, extending the term to June 30, 2023. The Second Amendment was approved September 2024, extending the term to June 30, 2026.
The current Third Amendment proposes extending the agreement two additional years, through June 30, 2028, and maintains the annual Cost‑of‑Living Adjustment (COLA) provision.
Discussion:
Over the last few years, City staff have worked closely with CSG staff on plan review and building inspection services and are satisfied with the services that CSG has provided.
CITY COUNCIL AGENDA ITEM NO. 3.5
SECTION 3: CONSENT CALENDAR
Cricket Brinkman serves as the City’s project manager and the primary point of contact for the City of Hughson. Ms. Brinkman is an experienced project manager with over 29 years’ experience serving government agencies. Ms. Brinkman will allocate the appropriate levels of plan review, inspection, and any other necessary services requested by the city.
CSG Consultants has eighteen plan reviewers with varied specialties, and six building inspectors available to the city. CSG Consultants currently works with the cities of Newman and Patterson. Outside of the County, CSG Consultants works with similar sized cities such as Atwater, Gustine, and Escalon. Based on performance, capacity, and continuity of service, staff recommend extending the agreement through June 30, 2028.
Fiscal Impact:
The cost of the CSG Agreement is offset by the fees that are reimbursed by building permits issued. CSG was paid $69,503.53 in Fiscal Year 2025-2026 to date for professional services, including building plan review and building inspections.
THIRD AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF HUGHSON AND CSG CONSULTANTS, INC FOR
CONTRACT PLAN REVIEW AND BUILDING INSPECTION SERVICES
This Amendment to the Professional Services Agreement ("Amendment") is made effective July 14, 2026. The parties are identified in the Recitals below.
RECITALS
WHEREAS, effective July 1, 2020, the City of Hughson, a California municipal corporation ("City'') and CSG Consultants, Inc. ("Consultant") entered into a Professional Services Agreement ("Agreement"), a true and correct copy of which is attached hereto as Attachment 1.
WHEREAS; the parties extended the term of the Agreement on September 1, 2024 for an additional two years, with an expiration of June 30, 2026.
WHEREAS; the parties now desire to extend the term of the Agreement for an additional two years, with an expiration of June 30, 2028.
NOW, THEREFORE, the parties agree to amend the Agreement as follows:
FIRST: Section 2 of the Agreement is amended to read as follows:
"The term of this Agreement shall commence at 12:00 a.m. on July 14, 2026 and shall expire at 11 :59 p.m. on June 30, 2028 unless otherwise extended by written agreement of the parties or terminated earlier in accordance with Section 14 (''Tcrmination below.") SECOND: Exhibit B of the Agreement "Approved Fee Schedule" is amended as attached with the effective date of July 01, 2026.
THIRD: Expect as modified herein, all of the other terms and provisions of the original Agreement remain in full force and effect.
TO EFFECTUATE THIS AGREEMENT, the parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below.
All SIGNATURES ON PAGE 2 FOLLOWING
“Consultant”
CSG Consultant
By______________________________
Cyrus Kianpour, President, CSG Consultants
Date:_______________________
"City"
City of Hughson
By:___________________________
Dominique Romo, City Manager
Date: _____________________
Attest
By:_____________________________
Date: __________________________
Approved as to form:
By:
_____________________________
Andy Pinasco, City Attorney
Date: __________________________
Exhibit A
Fee Schedule
Effective July 01, 2026
CSG Consultants’ hourly rates for its current contract, as well as adjusted rates for the coming year are provided in the table below.
REVIEW TYPE / ROLE
CURRENT
ALL INCLUSIVE FEE / HOURLY
RATE
07/01/2026 - 06/30/2027
ALL INCLUSIVE FEE / HOURLY
RATE
Building
Building Official $186 $193
CASp Consultation $156 $161
CASp Inspector $156 $161
Certified Permit Technician $75 $78
Combo Building Inspector $104 $108
Plan Review Engineer $151 $156
Building Plan Review by
Percentage 75% of Jurisdiction's Fee 75% of Jurisdiction's Fee Expedited Review by Percentage 95% of Jurisdiction's Fee 95% of Jurisdiction's Fee MEP Review by Percentage (Bldg
Fee) 35% of Jurisdiction's Fee 35% of Jurisdiction's Fee MEP Review by Percentage (MEP
Fee) 75% of Jurisdiction's Fee 75% of Jurisdiction's Fee Structural Only Review by
Percentage 50% of Jurisdiction's Fee 50% of Jurisdiction's Fee Holiday and Weekends 2 x Hourly Rate 2 x Hourly Rate
Overtime 1.5 x Hourly Rate 1.5 x Hourly Rate
Fire
Fire Plan Review $118 $122
Overtime 1.5 x Hourly Rate 1.5 x Hourly Rate
Terms
All hourly rates include benefits, Workers Compensation Insurance, and office expenses. Should the scope of work change or circumstances develop which necessitate special handling, CSG will notify the City prior to proceeding. Hourly rates for publicly funded projects will be based on current prevailing wage rates. On each July 1st or anniversary of the contract start date, CSG will initiate a rate increase based on the change in CPI for the applicable region. CSG will invoice on a monthly basis for services rendered during the prior month. Unless otherwise agreed, payment terms are 30 days from receipt of invoice. All terms and conditions remain the same per agreement.
Attachment 1
CITY COUNCIL
CITY OF HUGHSON
RESOLUTION NO. 2026-18
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HUGHSON APPROVING THE THIRD AMENDMENT TO THE AGREEMENT WITH CSG CONSULTANTS, INC. FOR CONTRACT PLAN REVIEW
AND BUILDING INSPECTION SERVICES AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE
AMENDMENT
WHEREAS, on July 1, 2020 the City and CSG Consultants, Inc., entered into an agreement (“Agreement”) for contract plan review and building inspection services; and
WHEREAS, the parties extended the Agreement additional five years with an expiration date of June 30, 2026; and
WHEREAS, the parties to the Agreement wish to extend the Agreement for an additional two years effective July 14, 2026 at the rates identified in Exhibit A attached hereto; and WHEREAS, all provisions of the Agreement, except for those terms subject to this Amendment, are to remain enforceable.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Hughson does hereby adopt this Resolution approving the attached Second Amendment to the Agreement with CSG Consultants, Inc., extending the term for an additional two (2) years effective July 14, 2026, at the rates identified in Exhibit A for contract plan review and building inspection services and authorizing the City Manager to sign the amendment and related documents inclusive of any final edits by the City Attorney.
PASSED AND ADOPTED by the City Council of the City of Hughson at its regular meeting held on this 14th day of July 2026, by the following roll call votes:
AYES:
NOES:
ABSTENTIONS:
ABSENT:
APPROVED:
_________________________
GEORGE CARR, Mayor
ATTEST:
______________________________
DOMINIQUE ROMO, City Manager
Meeting Date: July 14, 2026
Subject: Directing the Filing of the Annual Reports for Fiscal Year 2026-27 for the Special Assessment Districts (Landscaping and Lighting Districts, Benefit Assessment Districts, and Community Facilities Districts) in the City of Hughson; and
Declaring the City Council’s Intent to Levy and Collect Assessments for Fiscal Year 2026-27 for the City of Hughson Landscaping and Lighting Districts, Benefit Assessment Districts, and Community Facilities District; and Set the Public Hearing for the July 27, 2026, City Council Meeting
Enclosures: Exhibit A Engineer’s Report LLDs
Exhibit B Engineer’s Report BADs
Presented By: Kim Weimer, Director of Finance & Admin. Services Approved By:
___________________________
City Manager
Recommended Council Action:
Adopt Resolution No. 2026-xx, directing the filing of the Annual Reports for Fiscal Year 2026-27 for the Special Assessment Districts (Landscaping and Lighting Districts, Benefit Assessment Districts, and Community Facility District); and Adopt Resolution No. 2026-xx, declaring the City Council’s Intent to Levy and Collect Assessments for Fiscal Year 2026-27 for the City of Hughson Landscaping and Lighting Districts, Benefit Assessment Districts, and Community Facility Districts and to set the Public Hearing for the July 27, 2026, City Council meeting.
Background and Overview:
The City of Hughson utilizes special financing districts to provide various services and improvements to property owners within the City. The three different types of assessment districts are Landscaping and Lighting Districts (LLD), Benefit Assessment Districts (BAD), and the Community Facility District (CFD).
Each LLD is formed, and the annual assessments are levied, pursuant to the Lighting and Landscaping Act of 1972, Part 2 of Division 15 of the California Streets and Highways Code (the 1972 Act). The BADs are formed, and annual assessments are levied, pursuant to the Benefit Assessment Act of 1982 (the 1982 Act), Part 1 of Division 2 of the California CITY COUNCIL AGENDA ITEM NO. 3.6
SECTION 3: CONSENT CALENDAR
Government Code. The Community Facilities District was formed, and the annual assessment is levied, pursuant to the Mello-Roos Community Facilities Act of 1982, Part 1 of Division 2 of the 2014 California Government Code (the Act).
The City of Hughson has a Professional Service Agreement with Harris & Associates for the administration of the City’s 24 assessment districts: (2) CFD, (15) LLD, and (7) BAD. This agreement includes administrative and engineering services. The annual assessments for the upcoming fiscal year will be considered for action by Hughson City Council over two regular meetings to ensure reports are filed with Stanislaus County by August 2025 so the assessments can be placed on the Stanislaus County Property Tax Roll for the upcoming fiscal year.
Staff coordinate with Harris & Associates to administer the assessment districts. The City annually reviews the anticipated costs of maintaining each district for the next fiscal year, establishes assessments attributable to each parcel, and requires a specific assessment amount to be levied through the County property tax roll upon Council approval. An annual Engineer’s Benefit Assessment (Report) for each district is prepared which describes the individual districts and incorporates any annexations or changes to the districts, the proposed assessments, and the proposed leviesfor the upcoming fiscal year. The proposed assessments and levies are based on the historical and estimated costs of providing services to maintain the improvementsthat provide a direct and special benefit to properties within each respective district. The costs of the improvements and the annual levies include all expenditures, deficits, surpluses, revenues, and reserves. In most districts, parcels are assessed proportionately for the special benefit provided by the district.
This process begins when the Council directs Harris and Associates to prepare the documents to file with the County, which is the purpose of the first Resolution Declaring the City Council’s Intent to Levy and Collect Assessments for Fiscal Year 2026-27. The second step in this process is to preliminarily review the reports (attached) and approve the second Resolution which declares the Council’s intent to levy and collect the assessments for Fiscal Year 2026-27 and set the public hearing for Council to approve or modify the Engineer’s reports. The public hearing will be set for the City Council meeting on July 27, 2026.
Following final approval of the Engineer’s Reports and confirmation of the assessments, the City Council may order the levy and the collection of the assessments for the 2026-27 Fiscal Year pursuant to the 1972 and 1982 Acts, which is the purpose of the July 14, 2026, meeting. Once the Council approves the levy and the collection of the assessments, the information will be submitted to the County Auditor-Controller in August, to be included on the Tax Roll for each benefiting parcel for Fiscal Year 2026-27.
City staff worked with Harris & Associates to develop the proposed budgets for each assessment district and the attached preliminary engineering Reports include detailed budget information. The costs are a result of reviewing the original formation documents, a validation of assessment rate history, and actual costs incurred. In preparation for the annual assessment process for Fiscal Year 2026-27, Harris & Associates and City staff determined that it would be appropriate to limit changes to the current district budgets
based on fiscal necessity. Staff review the prior year’s budget items, the current fund balances, and the allowable assessment amounts, and incorporate any necessary adjustments for each district. For Fiscal Year 202-27, City staff continued work to minimize administrative costs and propose infrastructure improvements, as permitted, in districts with no structural deficits and healthy reserves.
Exhibit A reflects the engineer’s preliminary report for each LLD. Generally authorized improvements and services within the LLD include maintenance, landscaping, irrigation systems, street tree maintenance, removal, and replacement, graffiti removal, and street lighting energy costs.
Exhibit B reflects the engineer’s preliminary report for each BAD. Generally, authorized improvements and services within BAD include drainage infrastructure maintenance, retention basin maintenance, street sweeping, cleaning, maintenance and repairs, sidewalk maintenance and graffiti abatement.
Assessments for the CFDs will be available at the City Council meeting on July 27, 2026.
As Council is aware, seven (7) LLDs lack an annual escalator and two (2) carry significant negative fund balances (Santa Fe Estates I/II) and all of the underfunded districts continue to worsen each year. When a district is underfunded, it leads to the costs being subsidized by the General Fund or a significant reduction in service levels. The City will pursue a Proposition 218 Assessment Rate Increase election process in the 2026-27 Fiscal Year to address these underfunded districts. Should the Proposition 218 process be completed and approved by voters, this process will either implement an annual assessment rate escalator for those districts that lack an escalator and/or implement a rate increase to address deficiencies. Staff continue to support and recommend minimizing the financial impact to the City’s General Fund by pursuing the Proposition 218 Assessment Rate Increase election to address the underfunded districts.
Annual Inflationary Adjustment:
The February Consumer Price Index (CPI) is used to determine the Maximum Assessment Rate each year. February 2026 CPI was 2.47694% (rounded). Increases to the annual assessment and levy are indexed to the Consumer Price Index plus three percent (3%) based on the U.S. Department of Labor, Bureau of Labor Statistics, reported by the San Francisco/Oakland/San José Urban Wage Earners and Clerical Workers increase. This will annually establish the new inflation-adjusted maximum assessment that may be levied without the necessity of conducting a Proposition 218 ballot proceeding. Although the maximum rate is likely to increase each year, the actual amount to be assessed is based on the annual budget and may be less than the maximum rate.
Public Participation:
Public participation is provided pursuant to the provisions of Proposition 218. Changes that require an affirming ballot process are not involved in this action. The scheduled Public
Hearing provides impacted property owners with the opportunity to address the Council regarding any proposed changes to their assessments.
Public Hearing Schedule:
Upon adoption of the Resolutions included, a Public Hearing is set for July 27, 2026. At that time, the City Council will have the opportunity to review and approve the annual Engineer’s Benefit Assessment Report for the Landscaping and Lighting Districts, Benefit Assessment Districts and the Community Facilities District as well as confirm the assessment and order the levy for the districts.
Fiscal Impact:
The Landscaping and Lighting Districts, the Benefit Assessment Districts, and Community Facilities Districts provide the City of Hughson with funding annually to provide specific services and improvements to properties within their respective approved boundaries. For Fiscal Year 2026-27, annual assessmentsfor LLDs, BADs, and CFDs are expected to generate approximately $594,781 which goes towards the costs of labor, administration, utilities, equipment, materials, and preparation of the annual Engineer’s Report.
The cost for Professional Services through Harris & Associates was budgeted at $18,450.00 for the Fiscal Year 2026-27.
CITY OF HUGHSON
ENGINEER’S REPORT
FISCAL YEAR 2026-27
LANDSCAPE & LIGHTING MAINTENANCE DISTRICTS
June 2026
PREPARED BY
Harris & Associates
22 Executive Park, Suite 200
Irvine, CA 92614
(949) 655-3900
www.weareharris.com
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
ENGINEER’S REPORT FOR
FISCAL YEAR 2026-27
LANDSCAPE & LIGHTING MAINTENANCE DISTRICTS
City of Hughson
State of California
APPROVED BY THE CITY COUNCIL OF THE CITY OF HUGHSON FOR THE LANDSCAPE & LIGHTING DISTRICTS OF THE CITY OF HUGHSON, STATE OF CALIFORNIA ON THE _____ DAY OF _________, 2026.
CITY CLERK
CITY OF HUGHSON
STATE OF CALIFORNIA
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
TABLE OF CONTENTS
1 2
4 5
22 23
Table of Contents
Summary of District Assessments
Statement of Assessment Engineer
Part I – Plans and Specifications
Part II – Estimate of Costs
Part III – District Diagrams
Part IV – Method of Apportionment
Appendices
Appendix A – Assessment Roll
Appendix B – District Diagrams
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
1 SUMMARY OF DISTRICT ASSESSMENTS
Summary of District Assessments
The February Consumer Price Index (“CPI”) is used to determine the Maximum Assessment Rate each year. The February CPI, plus a 3% escalation, is added to the previous year’s Maximum Rate per EDU to determine the adjusted Maximum Rate per EDU for each District for the current year. Please refer to Section II of this Report, “Assessment Range Formula”, for a complete description of the CPI and how it is calculated.
The February Consumer Price Index (“CPI”) is used to determine the Maximum Assessment Rate each year. The February CPI is added to the previous years’ Maximum Assessment Rate to determine the adjusted Maximum Assessment for Euclid North, Euclid South, Feathers Glen, Fontana Ranch North, Fontana Ranch South, Sterling Glen III, Rhapsody II and the Sterling Glen Annexation. The February 2026 CPI was 2.47694% (rounded). Please refer to Section IV of this Report, “Assessment Range Formula” for a complete description of the CPI tables used for this purpose.
The calculated Maximum Assessment for each District is shown on the individual Budget pages in Section IV of this Report.
Also, as stated in Section IV, “Assessment Range Formula”, Brittany Woods, Rhapsody Unit 1, Santa Fe Estates Phase 1, Santa Fe Estates Phase 2, Starn Estates, Sun Glow Estates and Walnut Haven III do not have an allowable inflationary adjustment and as a result, CPI is not applied to the Maximum Assessment for those Districts.
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
2 STATEMENT OF ASSESSMENT ENGINEER
Statement of Assessment Engineer
AGENCY: CITY OF HUGHSON
PROJECT: LANDSCAPE & LIGHTING MAINTENANCE DISTRICTS
TO: THE CITY COUNCIL OF THE
CITY OF HUGHSON
STATE OF CALIFORNIA
ENGINEER’S REPORT FOR FISCAL YEAR 2026-27
The preparation of this Annual Engineer’s Report (“Report”) is in conformance with the obligation of the City Council of the City of Hughson to provide landscape and lighting services upon each lot or parcel of land in the districts in proportion to the estimated benefit to be received by each such lot or parcel of land for Fiscal Year 2026-27.
Pursuant to the Landscaping and Lighting Act of 1972 (Part 2 Division 15 of the Streets and Highways Code of the State of California, commencing with Section 22500) (“Act”), Article XIIID, Section 254(a) of the State of California Constitution, the City Council of the City of Hughson has adopted a Resolution ordering this Report for the Districts. The Report consists of the following Parts:
PART I
Description of Improvements: This part provides a general description of improvements proposed to be maintained in the Districts. Plans and specifications for the improvements are on file with the City Clerk.
PART II
Estimate of Cost: This part contains the cost estimate of the proposed maintenance including incidental costs and expenses for Fiscal Year 2026-27.
PART III
District Diagram: This part incorporates a Diagram of the Districts showing the external boundaries of the Districts. The lines and dimensions of each lot or parcel within the District are those lines and dimensions shown on the maps of the Stanislaus County Assessor for the year in which this Report was prepared and are incorporated by reference herein and made part of this Report. The District Diagrams are also filed under separate cover with the City Clerk.
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
3 PART IV
Method of Apportionment of the Assessments: This part describes the method of apportionment of assessments, based upon parcel classification of land within the Districts in proportion to the estimated special benefits to be received. The costs and expenses of the Districts have been assessed upon the parcels of land within the boundaries of Districts pursuant to the initial methodology established upon formation of the Districts. For particulars as to the identification of parcels, reference is made to the District Diagrams.
Appendices
Appendix A – Assessment Roll
Appendix B – District Diagrams
Harris and Associates has agreed to perform the administrative function of submitting the assessment amounts to Stanislaus County for the 2026-27 tax year, based on previous City Council approvals.
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
4 PART I – PLANS AND SPECIFICATIONS
Plans and Specifications
Plans and specifications for the improvements are on file with the City and are incorporated herein by reference. • Brittany Woods LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 12 streetlights.
• Central Hughson LLD: Maintenance of landscaping, irrigation systems and street lighting maintenance and energy costs for 19 streetlights.
• Euclid North LLD: Maintenance of landscaping, including in the community park, irrigation systems, street lighting maintenance and energy costs for 16 streetlights, street tree maintenance and graffiti removal. • Euclid South LLD: Maintenance of landscaping, irrigation systems, street lighting maintenance and energy costs for 18 streetlights, street tree maintenance, removal and replacement, graffiti removal. • Feathers Glen LLD: Maintenance of landscaping, including the community park, irrigation systems, street lighting maintenance and energy costs for 13 streetlights, street tree maintenance and graffiti removal. • Fontana Ranch North LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 38 streetlights.
• Fontana Ranch South LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 20 streetlights.
• Rhapsody #1 LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 11 streetlights.
• Rhapsody #2 LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 9 streetlights.
• Santa Fe #1 LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 12 streetlights.
• Santa Fe #2 LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 9 streetlights.
• Starn Estates LLD: Maintenance landscaping, irrigation systems, and street lighting maintenance and energy costs for 12 streetlights.
• Sterling Glen III LLD: Maintenance of landscaping, including in the community park, irrigation systems, street lighting maintenance and energy costs for 25 streetlights. Also includes street tree maintenance, removal and replacement and graffiti removal.
• Sun Glow Estates LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 15 streetlights.
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
5 • Walnut Haven LLD: Maintenance landscaping, irrigation systems, street trees and street lighting maintenance and energy costs for 7 streetlights.
PART II – ESTIMATE OF COSTS
Estimate of Costs
The estimated budget for the annual maintenance and servicing of the improvements and the proportionate share of administration costs for each District have been prepared based on the estimated and historical costs. The individual District budgets are shown on the following pages.
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
6
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
7
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
8
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
9
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
10
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
11
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
12
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
13
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
14
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
15
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
16
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
17
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
18
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
19
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
20
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
21
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
22 PART III - DISTRICT DIAGRAMS
District Diagrams
The boundaries of Districts are shown on the maps in Appendix B. The lines and dimensions of each lot or parcel within the Districts are those lines and dimensions as shown on the maps of the Stanislaus County Assessor for the year in which this Report was prepared and are incorporated by reference herein and made part of this Report.
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
23 PART IV – METHOD OF APPORTIONMENT
Method of Apportionment
The 1972 Act allows for the establishment of assessment districts by public agencies for the purpose of providing certain public improvements as detailed in Section I of this Report. The 1972 Act also requires that the cost of these improvements and services be assessed based on benefit received rather than by assessed value of the properties being assessed. In accordance with the 1972 Act, Section 22573:
“The net amount to be assessed upon lands within an assessment district may be apportioned by any formula or method which fairly distributes the net amount among assessable lots or parcels in proportion to the estimated benefits received by each such lot or parcel from the improvements” The method of apportionment described in this Report and approved as part of the original formation proceedings for each District, utilizes commonly accepted engineering practices which have been established pursuant to the 1972 Act and the California Constitution for the allocation of special benefit assessments. The calculation of assessments is based upon the parcel type and the services and improvements provided to equitably apportion the costs based on the special benefit received by each lot or parcel. The special benefit received by each lot or parcel is over and above any general benefit conferred upon said lots or parcels or to the public at large.
DESCRIPTION OF BENEFIT
General Benefit
The improvements maintained within the Districts were installed as part of the development of the properties within the Districts and would not otherwise be required or necessary absent that development. The landscaping, irrigation systems, street trees, street lighting, community park improvements, graffiti abatement activities, and related appurtenant facilities were constructed either as conditions of approval for the development or to serve the development needs, character, safety, and marketability of the properties within the Districts. Accordingly, the improvements were specifically designed to benefit and serve the properties within the Districts rather than properties outside the District boundaries.
Although certain improvements may be visible to surrounding properties or to the public at large, any benefit received by properties outside the Districts or by the public is incidental, secondary, and not separable from the special benefits conferred upon the assessed parcels within the Districts. Therefore, the operation, maintenance, and servicing of the improvements provide no measurable general benefit requiring separate funding unless otherwise identified in this Report.
Special Benefit
The improvements and associated costs have been allocated to the assessable properties within the Districts based upon the special benefit received by those properties, pursuant to the provisions of the 1972 Act and the California Constitution.
The improvements for which the properties are assessed were required as part of the approved development of the individual tracts and continue to provide direct and particular benefits through their ongoing operation, maintenance, repair, replacement, and servicing. Accordingly, the costs associated with maintaining these improvements are properly
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
24 allocated to the properties receiving those special benefits. As such, the improvements and continuing maintenance and servicing are strictly the obligation of the properties within the Districts.
Definition of Special Benefit
The method of apportionment described in this Report is based on the premise that each assessable lot or parcel receives distinct and special benefits from the improvements and services provided, including the visual desirability provided by well-maintained landscaping. In accordance with Article XIII D, Section 4 of the California Constitution:
“Special benefit means a particular and distinct benefit over and above general benefits conferred on real property located in the District or the public at large” Some of the special benefits associated with local landscaping and lighting improvements are:
• Enhanced desirability and marketability of properties through proximity to and association with well-maintained improvements.
• Improved aesthetic appearance and visual environment within the development. • Improved ingress and egress to properties through enhanced visibility and circulation within the development.
• Improved traffic visibility and circulation.
• Improved accessibility for emergency vehicles.
• Enhanced nighttime visibility and security for residents, visitors, and property users. • Preservation of community character and development standards established for the development. • Improved functionality and appearance of landscaping, street trees, community park areas, irrigation systems, and related improvements.
ASSESSMENT RANGE FORMULA
It is generally recognized that most budgetary items will be impacted by inflation in future years. In accordance with the California Constitution, Section 53739 (b)(1), assessments “may be adjusted for inflation pursuant to a clearly defined formula…” A formula for an inflationary adjustment is therefore included as part of the maximum assessment within the Districts that allow for such, and was approved by the property owner(s) at the time of formation/annexation. The formula, as described below, allows for annual adjustments to the assessments.
Generally, any new or increased assessment requires certain noticing and meeting requirements by law. The Brown Act excludes certain conditions of a new or increased assessment. These conditions include, “An assessment that does not exceed an assessment formula or range of assessments previously specified in the notice given to the public…and that was previously adopted by the agency…”
The initial maximum assessment for each District was established at the time of formation/annexation. The Brittany Woods, Rhapsody Unit 1, Santa Fe Estates Phase 1, Santa Fe Estates Phase 2, Starn Estates, Sun Glow Estates and Walnut Haven III Districts however, do not have an inflationary adjustment. These Districts were created prior to the adoption of Proposition 218 in 1996 and did not include a provision to increase the initial maximum assessment. The initial maximum
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
25 assessments for the remaining Districts have been adjusted each fiscal year subsequent to the year of formation by the following Assessment Range Formula:
• The Maximum Assessment Rate allowed each fiscal year (the “Adjusted Maximum Assessment Rate”) shall be based on the initial maximum assessment, adjusted annually by Bureau of Labor Statistics, Consumer Price Index for the month of February, All Urban Consumers, (“CPI”) for the San Francisco/Oakland/San Jose area, plus a 3% escalation. Should the Bureau of Labor Statistics revise or discontinue the preparation of such index, the City reserves the right to use such revised index or a comparable system to determine fluctuations in the annual cost of living. • Each fiscal year, the February CPI amount, plus a 3% escalation, has been applied to the Maximum Assessment Rate established the previous fiscal year to calculate the appropriate Adjusted Maximum Assessment Rate for the then current fiscal year. • If the proposed annual assessment rate for the upcoming fiscal year is less than or equal to the Adjusted Maximum Assessment Rate established for that fiscal year, then the proposed annual assessment is not considered an increased assessment.
Beginning in the second fiscal year after the formation of a District, the Maximum Assessment Rate has been recalculated and a new Maximum Assessment Rate (Adjusted Maximum Assessment Rate) has been established for each fiscal year using the Assessment Range Formula described above. The Adjusted Maximum Assessment Rate has been calculated independent of the annual budget and proposed assessment rate for the given fiscal year. As stated above, if the proposed annual assessment for any fiscal year does not exceed the Adjusted Maximum Assessment Rate for that year, it is not considered an increased assessment under the terms of Proposition 218.
The CPI increase for the one-year period ending in February 2026 is 2.47694% (rounded). This amount, plus a 3% escalation, will be applied to the Maximum Assessment for the Central Hughson, Euclid North, Euclid South, Feathers Glen, Fontana Ranch North, Fontana Ranch South, Rhapsody II and Sterling Glen III Districts only, which will establish the Adjusted Maximum Assessment for each of these Districts for Fiscal Year 2026-27. The 2026-27 Maximum Assessment for each of these Districts is shown on the budget pages in Section II of this Report.
As stated above, the Brittany Woods, Rhapsody Unit 1, Santa Fe Estates Phase 1, Santa Fe Estates Phase 2, Starn Estates, Sun Glow Estates and Walnut Haven III Districts, do not currently have an inflationary adjustment.
To impose a new assessment or increased assessment in excess of the Maximum Assessment Rate for the current fiscal year, as provided by the preceding Assessment Range Formula, the City must comply with the provisions of the California Constitution, Article XIII D, Section 4c that requires a public hearing and certain protest procedures including mailed notice of the public hearing and property owner protest balloting. Property owners must approve the proposed new or increased assessment via a property owner protest balloting process before any such new or increased assessment can be imposed.
A protest occurs when, at the public hearing, the returned assessment ballots opposed to the new or increased assessment outweigh the returned ballots in favor of the new or increased assessment, weighing those assessment ballots by the financial obligation of each parcel.
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
26 The definition of new or increased assessments includes any assessment which, 1) did not previously exist or, 2) exceeds a previously approved assessment amount or assessment range formula which has been adopted by the agency and approved by the property owners in the area where the assessment is imposed.
ASSESSMENT METHODOLOGY
The assessment methodology used to determine the financial obligation of each parcel is based upon the special benefits conferred by the improvements and services maintained within each District. The methodology considers the type and use of each parcel and allocates costs in a manner that reasonably reflects the proportional special benefit received by the parcel.
A commonly accepted method of apportionment for maintenance assessment districts such as these is the Per Parcel Method, which recognizes that parcels of similar land use and development characteristics receive substantially similar special benefits from the improvements and services provided. This method is particularly appropriate where all assessable parcels within a District are of the same land use type and receive substantially equivalent special benefits.
With the exception of the Central Hughson District, each District consists solely of single-family residential parcels. Because the parcels are of similar land use and development intensity and receive substantially equivalent special benefits from the improvements and services maintained by the District, each assessable parcel is assigned an equal share of the annual assessment. Accordingly, the Total Balance to Levy, as shown in the Budget section of this Report, is divided equally among the assessable parcels within each District to determine the annual assessment rate per parcel.
The Central Hughson District contains multiple land use classifications, including single-family residential, commercial, agricultural, and vacant parcels. Because the relative special benefits received by these parcels vary based on parcel characteristics and development intensity, the annual assessment is apportioned according to parcel size. Parcel size is used as a reasonable measure of the proportional special benefit received from the improvements and services maintained by the District.
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
27 APPENDIX A – ASSESSMENT ROLL
Assessment Roll
Parcel Identification for each lot or parcel within the Districts shall be based on available parcel maps and other property data from the Stanislaus County Assessor’s office as they existed at the time this Report was prepared and adopted by the City Council.
A listing of parcels assessed within each District for Fiscal Year 2026-27, along with the corresponding assessment amounts, is included on the following pages. If any parcel submitted for collection is identified by the County Auditor/Controller to be an invalid parcel number for the current fiscal year, a corrected parcel number and/or new parcel numbers will be identified and resubmitted to the County Auditor/Controller. The assessment amount to be levied and collected for the resubmitted parcel(s) shall be based on the method of apportionment and assessment rate approved in this Report. Therefore, if a single parcel has changed to multiple parcels, the assessment amounts applied to each of the new parcels shall be recalculated and applied according to the approved method of apportionment and assessment rate rather than a proportionate share of the original assessment.
Non-assessable lots or parcels include areas of public streets and other roadways (typically not assigned an APN by the County); dedicated public easements, open space areas and rights-of-way, including public greenbelts and parkways; utility rights-of-way; common areas; landlocked parcels; small parcels vacated by the County, bifurcated lots and any other property that cannot be developed or has specific development restrictions. These types of parcels are considered to receive little or no benefit from the improvements and are therefore, exempted from assessment
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
28 Brittany Woods Landscape and Lighting District
Fiscal Year 2026-27 Assessment Roll
Assessment # APN
Parcel
Type
Maximum
Assessment
Rate
2026-27
Proposed
Assessment
1 018-085-001 SFR $124.00 $124.00
2 018-085-002 SFR $124.00 $124.00
3 018-085-003 SFR $124.00 $124.00
4 018-085-004 SFR $124.00 $124.00
5 018-085-005 SFR $124.00 $124.00
6 018-085-006 SFR $124.00 $124.00
7 018-085-007 SFR $124.00 $124.00
8 018-085-008 SFR $124.00 $124.00
9 018-085-009 SFR $124.00 $124.00
10 018-085-010 SFR $124.00 $124.00
11 018-085-011 SFR $124.00 $124.00
12 018-085-012 SFR $124.00 $124.00
13 018-085-013 SFR $124.00 $124.00
14 018-085-014 SFR $124.00 $124.00
15 018-085-015 SFR $124.00 $124.00
16 018-085-016 SFR $124.00 $124.00
17 018-085-017 SFR $124.00 $124.00
18 018-085-018 SFR $124.00 $124.00
19 018-085-019 SFR $124.00 $124.00
20 018-085-020 SFR $124.00 $124.00
21 018-085-021 SFR $124.00 $124.00
22 018-085-022 SFR $124.00 $124.00
23 018-085-023 SFR $124.00 $124.00
24 018-085-024 SFR $124.00 $124.00
25 018-085-025 SFR $124.00 $124.00
26 018-085-026 SFR $124.00 $124.00
27 018-085-027 SFR $124.00 $124.00
28 018-085-028 SFR $124.00 $124.00
29 018-085-029 SFR $124.00 $124.00
30 018-085-030 SFR $124.00 $124.00
31 018-085-031 SFR $124.00 $124.00
32 018-085-032 SFR $124.00 $124.00
33 018-085-033 SFR $124.00 $124.00
34 018-085-034 SFR $124.00 $124.00
35 018-085-035 SFR $124.00 $124.00
36 018-085-036 SFR $124.00 $124.00
37 018-085-037 SFR $124.00 $124.00
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
29 Brittany Woods Landscape and Lighting District
Fiscal Year 2026-27 Assessment Roll
Assessment # APN
Parcel
Type
Maximum
Assessment
Rate
2026-27
Proposed
Assessment
38 018-085-038 SFR $124.00 $124.00
39 018-085-039 SFR $124.00 $124.00
40 018-085-040 SFR $124.00 $124.00
41 018-085-041 SFR $124.00 $124.00
42 018-085-042 SFR $124.00 $124.00
43 018-085-043 SFR $124.00 $124.00
44 018-085-044 SFR $124.00 $124.00
45 018-085-045 SFR $124.00 $124.00
46 018-085-046 SFR $124.00 $124.00
47 018-085-047 SFR $124.00 $124.00
48 018-085-048 SFR $124.00 $124.00
49 018-085-049 SFR $124.00 $124.00
50 018-085-050 SFR $124.00 $124.00
51 018-085-051 SFR $124.00 $124.00
52 018-085-052 SFR $124.00 $124.00
53 018-085-053 SFR $124.00 $124.00
54 018-085-054 SFR $124.00 $124.00
55 018-085-055 SFR $124.00 $124.00
56 018-085-056 SFR $124.00 $124.00
57 018-085-057 SFR $124.00 $124.00
58 018-085-058 SFR $124.00 $124.00
59 018-085-059 SFR $124.00 $124.00
60 018-085-060 SFR $124.00 $124.00
61 018-085-061 SFR $124.00 $124.00
62 018-085-062 SFR $124.00 $124.00
63 018-085-063 SFR $124.00 $124.00
64 018-085-064 SFR $124.00 $124.00
A 018-085-065 Basin $124.00 $0.00
65 018-085-066 SFR $124.00 $124.00
$8,060.00
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
30 Central Hughson Landscape and Lighting District
Fiscal Year 2026-27 Assessment Roll
Assessment # APN Acres
Parcel
Type
2026-27
Proposed
Assessment
48 018-019-028 1.07 SFR $63.32
1 018-030-010 0.81 Vac Res $374.02
2 018-030-011 0.81 Vac Res $374.02
3 018-030-015 7.78 Vac Com $374.02
4 018-030-016 14.59 Com $363.00
5 018-042-004 0.92 Com $374.02
6 018-042-039 2.96 Com $374.02
49 018-042-048 0.07 Com $147.90
7 018-042-069 0.65 Com $374.02
8 018-042-070 0.75 Com $374.02
9 018-042-071 0.44 Com $374.02
10 018-042-072 1.27 Com $374.02
50 018-043-004 0.14 Com $295.82
11 018-048-009 19.64 Com/Agr $35.16
12 018-048-038 2.23 Com $35.16
13 018-048-039 0.57 Vac Com $127.16
14 018-048-040 15.05 Vac Com $35.16
15 018-049-004 1.65 Com Ind $130.22
16 018-049-016 0.82 Com/Res $35.16
17 018-049-028 6.61 Com $35.16
18 018-049-029 1.39 SFR $35.16
19 018-049-032 24.65 Com/Agr $314.18
20 018-049-035 22.97 Com Ind $317.22
21 018-049-039 0.68 Com $38.20
22 018-049-041 1.36 Com $130.20
23 018-049-042 0.41 Com $964.86
24 018-049-043 0.41 Com $923.18
25 018-049-044 0.40 Com $923.18
26 018-049-048 0.41 Vac Com $923.18
27 018-049-049 0.36 Com $923.18
28 018-049-050 0.40 Com $923.18
29 018-049-051 0.41 Vac Com $923.18
30 018-049-052 0.42 Com $964.84
31 018-049-057 0.44 Com $35.16
32 018-049-059 0.27 SFR $35.16
33 018-049-060 0.19 SFR $35.16
34 018-049-061 0.87 Com/Res $363.00
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
31 Central Hughson Landscape and Lighting District
Fiscal Year 2026-27 Assessment Roll
Assessment # APN Acres
Parcel
Type
2026-27
Proposed
Assessment
35 018-049-062 0.51 Com/Agr $35.16
36 018-049-064 2.12 Vac Com $35.16
37 018-049-065 0.85 Com $35.16
38 018-049-066 1.75 Com $38.20
39 018-049-067 0.50 Com $823.18
40 018-049-069 0.92 Com/Res $35.16
41 018-049-070 0.16 Vac Res $24.40
42 018-049-071 0.23 Vac Res $24.40
43 018-049-072 0.28 Vac Res $24.40
44 018-049-073 0.23 Vac Res $24.40
45 018-049-074 0.23 Vac Res $24.40
46 018-049-075 0.20 Vac Res $24.40
47 018-049-076 0.44 SFR $24.40
143.2742 $14,614.44
Euclid North Landscape and Lighting District
Fiscal Year 2026-27 Assessment Roll
Assessment # APN
Parcel
Type
Maximum
Assessment
Rate
2026-27
Proposed
Assessment
1 018-096-001 SFR $567.20 $332.50
2 018-096-002 SFR $567.20 $332.50
3 018-096-003 SFR $567.20 $332.50
4 018-096-004 SFR $567.20 $332.50
5 018-096-005 SFR $567.20 $332.50
6 018-096-006 SFR $567.20 $332.50
7 018-096-007 SFR $567.20 $332.50
8 018-096-008 SFR $567.20 $332.50
9 018-096-009 SFR $567.20 $332.50
10 018-096-010 SFR $567.20 $332.50
11 018-096-011 SFR $567.20 $332.50
12 018-096-012 SFR $567.20 $332.50
13 018-096-013 SFR $567.20 $332.50
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
32 Euclid North Landscape and Lighting District
Fiscal Year 2026-27 Assessment Roll
Assessment # APN
Parcel
Type
Maximum
Assessment
Rate
2026-27
Proposed
Assessment
14 018-096-014 SFR $567.20 $332.50
15 018-096-015 SFR $567.20 $332.50
16 018-096-016 SFR $567.20 $332.50
17 018-096-017 SFR $567.20 $332.50
18 018-096-018 SFR $567.20 $332.50
19 018-096-019 SFR $567.20 $332.50
20 018-096-020 SFR $567.20 $332.50
21 018-096-021 SFR $567.20 $332.50
22 018-096-022 SFR $567.20 $332.50
23 018-096-023 SFR $567.20 $332.50
24 018-096-024 SFR $567.20 $332.50
25 018-096-025 SFR $567.20 $332.50
26 018-096-026 SFR $567.20 $332.50
27 018-096-027 SFR $567.20 $332.50
28 018-096-028 SFR $567.20 $332.50
29 018-096-029 SFR $567.20 $332.50
30 018-096-030 SFR $567.20 $332.50
31 018-096-031 SFR $567.20 $332.50
32 018-096-032 SFR $567.20 $332.50
33 018-096-033 SFR $567.20 $332.50
34 018-096-034 SFR $567.20 $332.50
35 018-096-035 SFR $567.20 $332.50
36 018-096-036 SFR $567.20 $332.50
37 018-096-037 SFR $567.20 $332.50
38 018-096-038 SFR $567.20 $332.50
39 018-096-039 SFR $567.20 $332.50
40 018-096-040 SFR $567.20 $332.50
41 018-096-041 SFR $567.20 $332.50
42 018-096-042 SFR $567.20 $332.50
43 018-096-043 SFR $567.20 $332.50
44 018-096-044 SFR $567.20 $332.50
45 018-096-045 SFR $567.20 $332.50
46 018-096-046 SFR $567.20 $332.50
47 018-096-047 SFR $567.20 $332.50
48 018-096-048 SFR $567.20 $332.50
49 018-096-049 SFR $567.20 $332.50
50 018-096-050 SFR $567.20 $332.50
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
33 Euclid North Landscape and Lighting District
Fiscal Year 2024-25 Assessment Roll
Assessment # APN
Parcel
Type
Maximum
Assessment
Rate
2024-25
Proposed
Assessment
51 018-096-051 Basin $567.20 $0.00
52 018-096-052 Easement $567.20 $0.00
53 018-096-053 Park $567.20 $0.00
54 018-096-054 Pump $567.20 $0.00
55 018-096-055 Easement $567.20 $0.00
56 018-096-056 Easement $567.20 $0.00
$16,625.00
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
34
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
35
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
36
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
37
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
38
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
39
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
40
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
41
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
42
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
43
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
44
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
45
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
46
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
47
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
48
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
49
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
50
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
51
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
52
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
53
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
54
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
55
Engineer’s Report
Landscape & Lighting Maintenance Districts
City of Hughson
Fiscal Year 2026-27
56 APPENDIX B – DISTRICT DIAGRAMS
District Diagrams
The following page shows the location of each Zone within the District. The lines and dimensions shown on maps of the Stanislaus County Assessor, for the current year, are incorporated by reference herein and made a part of this Report.
CITY OF HUGHSON
ENGINEER’S REPORT
FISCAL YEAR 2026-27
BENEFIT ASSESSMENT DISTRICTS
June 2026
PREPARED BY
Harris & Associates
1401 Willow Pass Road, Suite 500
Concord, CA 94520
www.weareharris.com
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
2 ENGINEER’S REPORT FOR
FISCAL YEAR 2026-27
BENEFIT ASSESSMENT DISTRICTS
City of Hughson
State of California
APPROVED BY THE CITY COUNCIL OF THE CITY OF HUGHSON FOR THE BENEFIT ASSESSMENT DISTRICTS OF THE CITY OF HUGHSON, STATE OF CALIFORNIA ON THE _____ DAY OF _________, 2026.
CITY CLERK
CITY OF HUGHSON
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
3 TABLE OF CONTENTS
Table of Contents
Summary of District Assessments 1
Statement of Assessment Engineer 2
Part I – Plans and Specifications 4
Part II – Estimate of Costs 14
Part III – District Diagram 22
Part IV – Method of Apportionment 15
Appendices
Appendix A – Assessment Roll
Appendix B – District Diagrams
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
4 SUMMARY OF DISTRICT ASSESSMENTS
Benefit Assessment Districts Summary
The February Consumer Price Index (“CPI”) is used to determine the Maximum Assessment Rate each year. The February CPI, plus a 3% escalation, is added to the previous years’ Maximum Rate per EDU to determine the adjusted Maximum Rate per EDU for each District for the current year. Please refer to Section IV of this Report, “Assessment Range Formula” for a complete description of the CPI and how it is calculated.
The February Consumer Price Index (“CPI”) is used to determine the Maximum Assessment Rate each year. The February CPI, plus a 3% escalation, is added to the previous year’s Maximum Assessment Rate to determine the adjusted Maximum Assessment for included Districts. The February 2026 CPI was 2.4769%. Please refer to Section IV of this Report, “Assessment Range Formula” for a complete description of the CPI tables used for this purpose.
The calculated Maximum Assessment for each District is shown on the individual Budget pages in Section IV of this Report.
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
5 STATEMENT OF ASSESSMENT ENGINEER
Statement of Assessment Engineer
AGENCY: CITY OF HUGHSON
PROJECT: BENEFIT ASSESSMENT DISTRICTS
TO: THE CITY COUNCIL OF THE
CITY OF HUGHSON
STATE OF CALIFORNIA
ENGINEER’S REPORT FOR FISCAL YEAR 2026-27
The preparation of this Annual Engineer’s Report (“Report”) is in conformance with the obligation of the City Council of the City of Hughson to provide storm drainage maintenance services upon each lot or parcel of land in the districts in proportion to the estimated benefit to be received by each such lot or parcel of land for Fiscal Year 2026-27.
Pursuant to the Benefit Assessment Act of 1982 (commencing with Section 54703) (“Act”), Article XIIID, Section 4(a) of the State of California Constitution, the City Council of the City of Hughson has adopted a Resolution ordering this Report for the Districts. The Report consists of the following Parts:
PART I
Description of Improvements: This part provides a general description of improvements proposed to be maintained in the Districts. Plans and specifications for the improvements are on file with the City.
PART II
Estimate of Cost: This part contains the cost estimate of the proposed maintenance including incidental costs and expenses for Fiscal Year 2026-27.
PART III
District Diagram: This part incorporates a Diagram of the Districts showing the external boundaries of the Districts. The lines and dimensions of each lot or parcel within the District are those lines and dimensions shown on the maps of the Stanislaus County Assessor for the year in which this Report was prepared and are incorporated by reference herein and made part of this Report. The District Diagrams are also filed under separate cover with the City Clerk.
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
6 PART IV
Method of Apportionment of the Assessments: This part describes the method of apportionment of assessments, based upon parcel classification of land within the Districts in proportion to the estimated special benefits to be received. The costs and expenses of the Districts have been assessed upon the parcels of land within the boundaries of Districts pursuant to the initial methodology established upon formation of the Districts. For particulars as to the identification of parcels, reference is made to the District Diagrams.
Appendices
Appendix A – Assessment Roll
Appendix B – District Diagrams
Harris and Associates has agreed to perform the administrative function of submitting the assessment amounts to Stanislaus County for the 2026-27 tax year, based on previous City Council approvals.
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
7 PART I – PLANS AND SPECIFICATIONS
Plans and Specifications
The authorized improvements and services within each District are shown below:
• Central Hughson BAD: Drainage infrastructure maintenance, street sweeping, maintenance and repairs, sidewalk maintenance, graffiti abatement.
• Euclid North BAD: Retention basin maintenance, drainage infrastructure maintenance, street sweeping, cleaning, maintenance and repairs, sidewalk maintenance, graffiti abatement. • Euclid South BAD: Retention basin maintenance, drainage infrastructure maintenance, street sweeping, cleaning, maintenance and repairs, sidewalk maintenance, graffiti abatement. • Feathers Glen BAD: Detention/Retention basin maintenance, drainage infrastructure maintenance, street sweeping, cleaning, maintenance and repairs, sidewalk maintenance, graffiti abatement. • Fontana Ranch North BAD: Detention/Retention basin maintenance, drainage infrastructure maintenance, street sweeping, cleaning, maintenance and repairs, sidewalk maintenance, graffiti abatement.
• Fontana Ranch South BAD: Detention/Retention basin maintenance, drainage infrastructure maintenance, street sweeping, cleaning, maintenance and repairs, sidewalk maintenance, graffiti abatement.
• Sterling Glen III BAD: Detention/Retention basin maintenance, drainage infrastructure maintenance, street sweeping, cleaning, maintenance and repairs, sidewalk maintenance, graffiti abatement. • Sterling Glen III BAD Annexation 1: Detention/Retention basin maintenance, drainage infrastructure maintenance, street sweeping, cleaning, maintenance and repairs, sidewalk maintenance, graffiti abatement.
Reference is made to the plans and specifications for the improvements which are on file with the City and are incorporated herein by reference.
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
8 PART II – ESTIMATE OF COSTS
Estimate of Costs
The estimated budget for the annual maintenance and servicing of the improvements and the proportionate share of administration costs for each District have been prepared based on the estimated and historical costs. The individual District budgets are shown on the following pages.
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
9
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
10
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
11
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
12
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
13
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
14
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
15
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
16
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
17 PART III - DISTRICT DIAGRAMS
District Diagrams
The boundaries of Districts are shown on the maps in Appendix B. The lines and dimensions of each lot or parcel within the Districts are those lines and dimensions as shown on the maps of the Stanislaus County Assessor for the year in which this Report was prepared and are incorporated by reference herein and made part of this Report.
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
18 PART IV – METHOD OF APPORTIONMENT
Method of Apportionment
The 1982 Act allows for the establishment of assessment districts, by public agencies, for the purpose of providing certain public improvements as detailed in Section I of this Report. The 1982 Act also complies with the California Constitution which requires the cost of these improvements and services to be assessed based on benefit received rather than by assessed value of the properties being assessed. In accordance with Article XIII D, Section 4 of the California Constitution:
“An agency which proposes to levy an assessment shall identify all parcels which will have a special benefit conferred upon them and upon which an assessment will be imposed. The proportionate special benefit derived by each identified parcel shall be determined in relationship to the entirety of the capital cost of a public improvement, the maintenance and operation expenses of the public improvement or the cost of the property related service being provided. No assessment shall be imposed on any parcel which exceeds the reasonable cost of the proportional special benefit conferred on that parcel. Only special benefits are assessable…”
The method of apportionment described in this Report, and confirmed by the City Council, utilizes commonly accepted engineering practices which have been established pursuant to the 1982 Act and the California Constitution for the allocation of special benefit assessments. The calculation of assessments is based upon the parcel type and the services and improvements provided to equitably apportion the costs based on the special benefit received by each lot or parcel.
The special benefit received by each lot or parcel is over and above any general benefit conferred upon said lots or parcels or to the public at large.
DESCRIPTION OF BENEFIT
General Benefit
The improvements maintained within the District were installed as part of the development of the properties within the District and would not otherwise be required or necessary absent that development. The drainage infrastructure, detention and retention facilities, street sweeping and cleaning services, sidewalk improvements, graffiti abatement activities, and related appurtenant facilities were constructed either as conditions of approval for the development or to serve the development needs of the properties within the District. Accordingly, the improvements were specifically designed to benefit and serve the properties within the District rather than properties outside the District boundaries.
Although certain improvements may be visible to or incidentally used by the public or by properties outside the District, any such benefit is incidental, secondary, and not separable from the special benefits conferred upon the assessed parcels within the District. Therefore, the operation, maintenance, and servicing of the improvements provide direct and particular special benefits to the properties within the District and no measurable general benefit requiring separate funding unless otherwise identified in this Report.
Special Benefit
The improvements and associated costs have been allocated to the assessable properties within the District based upon the special benefits conferred upon those properties pursuant to the California Constitution and the Benefit Assessment
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
19 Act of 1982. The improvements for which the properties are assessed were required as part of the approved development of the parcels within the District and continue to provide direct and particular benefits through their ongoing operation, maintenance, repair, replacement, and servicing. Accordingly, the costs associated with maintaining these improvements are properly allocated to the properties receiving those special benefits.
Definition of Special Benefit
The method of apportionment described in this Report is based on the premise that each assessable lot or parcel receives distinct and special benefits from the improvements and services provided, including the property protection, drainage functionality, accessibility, appearance, and development benefits provided by the maintained improvements and services. In accordance with Article XIII D, Section 4 of the California Constitution:
“Special benefit means a particular and distinct benefit over and above general benefits conferred on real property located in the District or the public at large” Some of the special benefits associated with the improvements and services maintained by the District are:
• Enhanced desirability and marketability of properties through the continued maintenance and servicing of District improvements.
• Enhanced protection of properties from localized flooding, stormwater runoff, erosion, and related drainage impacts through the maintenance of drainage infrastructure and detention/retention facilities. • Preservation of the functionality, reliability, and effectiveness of drainage and flood control facilities serving the properties within the District.
• Improved property protection through reduced potential for damage associated with drainage system failures, stormwater accumulation, and related infrastructure deficiencies. • Improved appearance and visual environment through street sweeping, sidewalk maintenance, cleaning services, and graffiti abatement activities.
• Preservation of community character and development standards established for the development. • Improved accessibility and usability of public improvements serving the development through the maintenance of sidewalks and related facilities.
ASSESSMENT RANGE FORMULA
It is generally recognized that most budgetary items will be impacted by inflation in future years. In accordance with the California Constitution, Section 53739 (b)(1), assessments “may be adjusted for inflation pursuant to a clearly defined formula…” A formula for an inflationary adjustment is therefore included as part of the maximum assessment within the Districts that allow for such, and was approved by the property owner(s) at the time of formation/annexation. The formula, as described below, allows for annual adjustments to the assessments.
Generally, any new or increased assessment requires certain noticing and meeting requirements by law. The Brown Act excludes certain conditions of a new or increased assessment. These conditions include, “An assessment that does not exceed an assessment formula or range of assessments previously specified in the notice given to the public…and that was previously adopted by the agency…”
The initial maximum assessment for each District was established at the time of annexation into the District. That initial maximum assessment was established at that time and has been adjusted each subsequent fiscal year by the following Assessment Range Formula:
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
20 • The Maximum Assessment Rate allowed each fiscal year (the “Adjusted Maximum Assessment Rate”) shall be based on the initial maximum assessment, adjusted annually by Bureau of Labor Statistics, Consumer Price Index for the month of February, All Urban Consumers, (“CPI”) for the San Francisco/Oakland/San Jose area, plus an escalation of 3%. Should the Bureau of Labor Statistics revise or discontinue the preparation of such index, the City reserves the right to use such revised index or a comparable system to determine fluctuations in the annual cost of living. • Each fiscal year, the February CPI amount, plus an escalation of 3%, has been applied to the Maximum Assessment Rate established the previous fiscal year to calculate the appropriate Adjusted Maximum Assessment Rate for the then current fiscal year.
• If the proposed annual assessment rate for the upcoming fiscal year is less than or equal to the Adjusted Maximum Assessment Rate established for that fiscal year, then the proposed annual assessment is not considered an increased assessment.
Beginning in the second fiscal year after the formation of a District, and each fiscal year since, the Maximum Assessment Rate has been recalculated and a new Maximum Assessment Rate (Adjusted Maximum Assessment Rate) has been established for each fiscal year using the Assessment Range Formula described above. The Adjusted Maximum Assessment Rate has been calculated independent of the annual budget and proposed assessment rate for the given fiscal year.
As stated above, if the proposed annual assessment for any fiscal year does not exceed the Adjusted Maximum Assessment Rate for that year, it is not considered an increased assessment under the terms of Proposition 218 or the Brown Act.
The CPI increase for the one-year period ending in February 2026 is 2.4769% (rounded). This amount, plus a 3% escalation, will be applied to the previous year’s Maximum Assessment Rate to establish the Adjusted Maximum Assessment for included Districts for Fiscal Year 2026–27.
Please refer to the table on page 1 of this Report, “Benefit Assessment Districts Summary”, which shows the actual and maximum allowable assessment for each District for the past two years.
This amount will be applied to the Maximum Assessment for each District, which will establish the Adjusted Maximum Assessment for each District for Fiscal Year 2026-27.
To impose a new assessment or increased assessment in excess of the Maximum Assessment Rate for the current fiscal year, as provided by the preceding Assessment Range Formula, the City must comply with the provisions of the California Constitution, Article XIII D, Section 4c that requires a public hearing and certain protest procedures including mailed notice of the public hearing and property owner protest balloting. Property owners must approve the proposed new or increased assessment via a property owner protest balloting process before any such new or increased assessment can be imposed. A protest occurs when, at the public hearing, the returned assessment ballots opposed to the new or increased assessment outweigh the returned ballots in favor of the new or increased assessment, weighting those assessment ballots by the financial obligation of each parcel.
The definition of new or increased assessments includes any assessment which, 1) did not previously exist or, 2) exceeds a previously approved assessment amount or assessment range formula. Any assessment range formula
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
21 must have been previously adopted by the agency and approved by the property owners in the area where the assessment is imposed.
ASSESSMENT METHODOLOGY
The benefit formula used to determine the financial obligation for each parcel should be based on the improvements benefitting the parcels, as well as the use, or type, of each parcel as compared to other parcels that benefit from said improvements. One of the more common approaches to fairly distributing District costs to the benefitting parcels in maintenance districts such as this utilizes a methodology referred to as the Per Parcel method of apportionment. This method recognizes that each parcel within a particular District benefits equally from the improvements. This is typical when all parcels within the District are of the same type (ex. all single-family dwellings).
Other than Central Hughson and the Sterling Glen III annexation, each District is comprised of a single parcel type – residential. The residential parcels are single-family residential parcels (“SFR”) and as such are deemed to benefit equally from the improvements. The “Total Balance to Levy”, as shown on the Budget pages, is divided equally among each assessable parcel within the District, determining the annual assessment rate per parcel for that District.
The Central Hughson District is comprised of several property types including single-family residential, commercial, agriculture and undeveloped. The costs are currently spread to those parcels based on the individual parcel size. The Sterling Glen III Annexation is comprised of five single-family residential parcels.
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
22 APPENDIX A – ASSESSMENT ROLL
Assessment Roll
Parcel Identification for each lot or parcel within the Districts shall be based on available parcel maps and other property data from the Stanislaus County Assessor’s office as they existed at the time this Report was prepared and adopted by the City Council.
A listing of parcels assessed within each District for Fiscal Year 2026-27, along with the corresponding assessment amounts, is included on the following pages. If any parcel submitted for collection is identified by the County Auditor/Controller to be an invalid parcel number for the current fiscal year, a corrected parcel number and/or new parcel numbers will be identified and resubmitted to the County Auditor/Controller. The assessment amount to be levied and collected for the resubmitted parcel(s) shall be based on the method of apportionment and assessment rate approved in this Report. Therefore, if a single parcel has changed to multiple parcels, the assessment amounts applied to each of the new parcels shall be recalculated and applied according to the approved method of apportionment and assessment rate rather than a proportionate share of the original assessment.
Non-assessable lots or parcels include areas of public streets and other roadways (typically not assigned an APN by the County); dedicated public easements, open space areas and rights-of-way, including public greenbelts and parkways; utility rights-of-way; common areas; landlocked parcels; small parcels vacated by the County, bifurcated lots and any other property that cannot be developed or has specific development restrictions. These types of parcels are considered to receive little or no benefit from the improvements and are therefore, exempted from assessment.
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
23
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
24
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
25
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
26
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
27
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
28
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
29
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
30
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
31
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
32
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
33
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
34
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
35
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
36
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
37
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
38
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
39
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
40
Engineer’s Report
Benefit Assessment Districts
City of Hughson
Fiscal Year 2026-27
41 APPENDIX B – DISTRICT DIAGRAMS
District Assessment Diagrams
The following page shows the location of each Zone within the Hughson Benefit Assessment District. The lines and dimensions shown on maps of the Stanislaus County Assessor, for the current year, are incorporated by reference herein and made a part of this Report.
CITY OF HUGHSON
CITY COUNCIL
RESOLUTION NO. 2026-xx
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HUGHSON DIRECTING THE FILING OF THE ANNUAL REPORTS FOR FISCAL YEAR 2026-27 FOR SPECIAL ASSESSMENT DISTRICTS IN THE CITY
OF HUGHSON
WHEREAS, the City of Hughson has established Landscape and Lighting Districts and Benefit Assessment Districts, as identified in Exhibit A and Exhibit B; and WHEREAS, the Annual Reports provide the costs to maintain and operate the streetlights, landscape maintenance, drainage systems, detention basins irrigation, electrical facilities and provide other improvements as prescribed in the formation documents; and WHEREAS, the Landscaping and Lighting Act of 1972 and the Benefit Assessment Act of 1982, require the filing of an annual report pursuant to §22622 of the Streets and Highways Code, §54703 of the California Government Code, and §53321 of the California Government Code.
NOW, THEREFORE, BE IT RESOLVED THAT the City Council of the City of Hughson does hereby direct the Assessment Engineer of Work to file the Annual Reports for Fiscal Year 2026-27 for the Landscape and Lighting Districts and the Benefit Assessment Districts identified in Exhibit A and Exhibit B.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Hughson this 14th day of July 2026, by the following vote:
AYES:
NOES:
ABSTENTIONS:
ABSENT:
APPROVED:
_________________________
GEORGE CARR, Mayor
ATTEST:
______________________________
DOMINIQUE ROMO, City Manager
1 CITY OF HUGHSON
CITY COUNCIL
RESOLUTION NO. 2026-xx
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HUGHSON CONSIDERING INTENTION TO LEVY AND COLLECT ASSESSMENTS FOR FISCAL YEAR 2026-27 FOR THE CITY’S ASSESSMENT
DISTRICTS AND SET THE PUBLIC HEARING ON THE QUESTION OF THE LEVY OF THE PROPOSED
ANNUAL ASSESSMENT FOR EACH DISTRICT
WHEREAS, the City Council of the City of Hughson intends to levy and collect assessments within assessment districts in the City of Hughson for Fiscal Year 2026-27, pursuant to the Landscaping and Lighting Act of 1972, Benefit Assessment Act of 1982 and the Mello-Roos Community Facilities Act of 1982; and
WHEREAS, the improvements to be made in each district are generally described in Exhibit A and Exhibit B, which are made a part of this resolution; and WHEREAS, in accordance with this City Council’s Resolution directing the filing of an annual report, the Assessment Engineer has filed an annual report with the City Clerk, as required by the Landscaping and Lighting Act of 1972, Benefit Assessment Act of 1982 and the Mello-Roos Community Facilities Act of 1982; and
WHEREAS, all interested persons are referred to that report for a full and detailed description of the improvements, the boundaries of each assessment district, and the proposed assessments upon assessable lots and parcels within each assessment district; and WHEREAS, on the 27th day of July 2026, at the hour of 6:00 p.m., the City Council of the City of Hughson will conduct a public hearing on the question of the levy of the proposed annual assessment for each district; and
WHEREAS, the public hearing will be held at Hughson City Hall Council Chambers located at 7018 Pine Street in Hughson, California.
NOW, THEREFORE, BE IT RESOLVED that the City Clerk is authorized and directed to give the notice of hearing for July 27, 2026, at 6:00 p.m. as required by the Landscaping and Lighting Act of 1972 and the Benefit Assessment Act of 1982.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Hughson this 14th day of July 2026, by the following vote:
AYES:
NOES:
ABSTENTIONS:
2 ABSENT:
APPROVED:
________________________
GEORGE CARR, Mayor
ATTEST:
______________________________
DOMINIQUE ROMO, City Manager
Meeting Date: July 14, 2026
Subject: Downtown Street Lighting Improvement Project Acceptance and Notice of Completion
Enclosure: Notice of Completion
Presented By: Carla C. Jauregui, Community Development Director Approved By: ____________________________
City Manager
Recommended Council Action:
Adopt Resolution No. 2026-21, accepting the Downtown Street Lighting Improvement Project as complete and authorizing the City Manager to file a Notice of Completion with the Stanislaus County Clerk-Recorder.
Background and Overview:
On December 9, 2024, the Hughson City Council awarded the Downtown Street Lighting Improvements Project to CLS Landscape and Concrete to install six (6) decorative street light poles along Hughson Avenue as part of the City's American Rescue Plan Act (ARPA) Downtown Improvement Program.
The purpose of the project was to enhance the safety, visibility, and overall appearance of the downtown corridor by replacing one existing street light pole and installing five (5) new decorative poles. The improvements support the City's ongoing efforts to create a safer, more welcoming, and vibrant downtown that encourages pedestrian activity, supports local businesses, and enhances the community's sense of place.
Construction has now been completed in accordance with the project plans and specifications. During construction, staff identified additional improvements that would further support the City's long-term downtown vision. These improvements were completed through a project addendum and included:
• Installation of electrical outlets within the decorative light poles to support the City's upcoming Downtown Tree Lighting Project and future community events requiring seasonal lighting and decorations.
CITY COUNCIL AGENDA ITEM NO. 3.7
SECTION 3: CONSENT CALENDAR
These additions enhance the functionality of the new lighting infrastructure while minimizing the need for future modifications and additional construction.
Fiscal Impact:
The total construction cost for the Downtown Street Lighting Improvements Project was 95,950.00. The project was fully funded through the American Rescue Plan Act (ARPA) funds previously allocated by the City Council for downtown infrastructure improvements.
RECORDED AT THE REQUEST OF:
_____CITY OF HUGHSON_____________ _______
WHEN RECORDED, MAIL TO:
NAME: _Carla C. Jauregui, Community Development Director ADDRESS: _7018 Pine Street/P.O. Box 9__________
TOWN & STATE: _Hughson, CA _______ _ ___ Public Entity, Filing Fee Waived ZIP CODE: ___95326_________________________ Government Code §§ 6103, 27383 ________________________________________________________________________________
NOTICE OF COMPLETION
________________________________________________________________________________ NOTICE IS HEREBY GIVEN THAT:
1. The undersigned is the agent of the owner of the Project described below.
2. Owner’s full name is City of Hughson (“City”)
3. City’s address is 7018 Pine Street, Hughson Ca 95326
4. The nature of the City’s interest in the Project is: Fee Ownership
5. Construction work on the Project performed on City’s behalf is generally described as follows:
Downtown Street Lighting Improvement Project
6. The name of the Contractor for the Project is: CLS Landscape and Concrete
7. The Project was accepted as complete on: July 14, 2026
8. The Project is located at: Hughson Avenue between Charles Street and 4th Street Verification: In signing this document, I, the undersigned, declare under penalty of perjury under the laws of the State of California that I have read this notice, and I know and understand the contents of this notice, and that the facts stated in this notice are true and correct. ________________________ ___________________________
Date and Place Signature
___________________________
Name and Title
ATTEST:
___________________________
Dominique Romo, City Manager
CITY OF HUGHSON
CITY COUNCIL
RESOLUTION NO. 2026-21
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HUGHSON ACCEPTING
THE DOWNTOWN LIGHTING IMPROVEMENT PROJECT AND AUTHORIZING THE CITY MANAGER
TO FILE A NOTICE OF COMPLETION
WHEREAS, at its regularly scheduled meeting of December 9, 2024, the Hughson City Council awarded the Downtown Street Lighting Improvement Project to CLS Landscape and Concrete to install six (6) decorative street light poles along Hughson Avenue as part of the City’s American Rescue Plan Act (ARPA) Downtown Improvement Program.; and WHEREAS, the purpose of the project was to enhance the safety, visibility, and overall appearance of the downtown corridor by replacing one existing street light pole and installing five (5) new decorative poles. The improvements support the City's ongoing efforts to create a safer, more welcoming, and vibrant downtown that encourages pedestrian activity, supports local businesses, and enhances the community's sense of place.; and
WHEREAS, the work performed by CLS Landscape and Concrete has been inspected and found to be complete and in compliance with the approved plans, specifications, and contract requirements.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Hughson does hereby:
1. Accepts the Downtown Street Lighting Improvement Project as complete; and
2. Authorizes the City Manager to file a Notice of Completion with the Stanislaus County Clerk-Recorder.
PASSED AND ADOPTED by the City Council of the City of Hughson at its regular meeting held on this 14th day of July 2026, by the following roll call vote:
AYES:
NOES:
ABSTENTIONS:
ABSENT:
APPROVED:
_____________________
GEORGE CARR, Mayor
ATTEST:
______________________________
DOMINIQUE ROMO, City Manager
Meeting Date: July 14, 2026
Subject: Sign at Euclid Park
Enclosures: Letter from Luis Arroyo
Proposed Signage Rendering and Details
COH Parks-Facilities Naming Policy
Presented By: Dominique Romo, City Manager
Approved By: ____________________________
City Manager
Recommendation:
Consider and/or Provide Direction regarding the proposed sign for Euclid Park in memory of Dinella “Danee” Madrigal.
Background and Overview:
On March 9, 2026, the City Council considered a request to honor Dinella “Danee” Madrigal through the renaming of Euclid Park. The request was brought forward by members of the Madrigal family and community members seeking a lasting recognition of Danee’s memory within the Hughson community.
During Council discussion, the City Council considered the request, alternative potential memorial concepts, as well as funding and maintenance considerations. Discussion also included consideration of the potential precedent related to City-funded memorial requests and the importance of ensuring any proposed memorial improvements remain appropriate and consistent with City policy.
At the conclusion of the discussion, the City Council provided consensus direction for staff to continue working with the Madrigal family to explore naming the play area within the park in memory of Dinella “Danee” Madrigal, including incorporation of a permanent feature or element intended to honor her legacy in perpetuity. Staff were directed to return to the City Council with additional information and conceptual renderings for consideration. No formal action was taken at that time.
CITY COUNCIL AGENDA ITEM NO. 4.1
SECTION 4: UNFINISHED BUSINESS
Staff coordinated with the Madrigal family regarding potential memorial concepts, design elements, and naming considerations for the play area. Based on those discussions and prior Council direction, staff brought forward the prepared conceptual renderings and proposed design elements intended to provide a lasting tribute to Dinella “Danee” Madrigal on May 26, 2026. The item was continued, as Councilmember Strain was interested in looking into other options and proposing something different to honor Danee’s memory.
Staff include renderings and information provided by Councilmember Strain on this item and are requesting City Council determination regarding this item.
Fiscal Impact:
There is currently no fiscal impact related to the approval of this item, as the signage and ongoing maintenance was proposed to be funded by the applicant/Madrigal family.
Dimensions: 48"x 60"x 2.5"
Materials: Sandstone
Meeting Date: July 14, 2026
Subject: Approval to Authorize City Staff to Release Bid Documents for the 7th Street Frontage Improvement and Utility Upgrade Project Enclosures: Plans and Specifications
Engineer's Estimate
Presented By: Carla C. Jauregui, Community Development Director Nick Stephens, City Engineer
Approved By: ____________________________
City Manager
Staff Recommendation:
Authorize Staff to advertise and solicit competitive bids for the Seventh Street Frontage Improvements and Utility Upgrade Project; Authorize the City Engineer to issue addenda, if necessary, during the bidding process; and direct staff to return to the City Council with the lowest responsive and responsible bid for consideration of contract award.
Background:
The Seventh Street Frontage Improvements and Utility Upgrade Project is a critical transportation and infrastructure improvement project that will enhance pedestrian safety, improve roadway conditions, complete missing frontage improvements and upgrade utilities along Seventh Street between Fox Road and Metcalf Way.
Seventh Street is one of the City's primary north-south collector roadways and provides direct access to Hughson High School, Ross Middle School, City Hall, local businesses, and surrounding residential neighborhoods. Currently, this segment lacks approximately 1,450 linear feet of sidewalk, resulting in pedestrians traveling adjacent to vehicular traffic without dedicated facilities. Additionally, the existing pavement has continued to deteriorate and has reached a condition where preventative rehabilitation is necessary to preserve the roadway before more extensive reconstruction becomes necessary.
In 2024, the City successfully secured Surface Transportation Block Grant (STBG) funding through the Stanislaus Council of Governments (StanCOG) for this project. Since that time, there has been public participation meetings with the affected property owners, and CITY COUNCIL AGENDA ITEM NO. 6.1
SECTION 6: NEW BUSINESS
property owner input has been considered in the final engineering plans for this project.
The final engineering plans and specifications have been completed by MCR Engineering, and the project is now ready to proceed to the competitive bidding phase.
PROJECT DESCRIPTION
The project generally includes:
• Construction of approximately 1,450 linear feet of new sidewalk along the west side of Seventh Street.
• Roadway widening and frontage improvements.
• Replacement of five (5) ADA-compliant curb ramps.
• Construction of curb, gutter, driveway approaches, and drainage improvements. • Relocation of an existing fire hydrant and utility adjustments as necessary. • Replacement of Sewer and Water mains
• Asphalt pavement rehabilitation including profile grinding and a two-inch rubberized asphalt overlay.
• New pavement striping, crosswalks, and traffic markings. • Associated grading, drainage, erosion control, and incidental work necessary to complete the project.
These improvements will significantly increase pedestrian accessibility, improve roadway safety for all users, extend the useful life of the existing pavement, and address localized drainage deficiencies. Additionally, to maximize the investment and minimize future disruption to the corridor, staff has incorporated critical utility infrastructure improvements into the project, including the replacement of aging sewer, water, and storm drain facilities within the project limits. Completing these improvements concurrently with the roadway work is a cost-effective approach that avoids the need for future excavation of newly constructed pavement and extends the long-term reliability of the City's utility infrastructure.
ENVIRONMENTAL REVIEW
The project has completed the required environmental review in accordance with the California Environmental Quality Act (CEQA) and the National Environmental Policy Act (NEPA). Environmental clearance has been obtained through the Caltrans Local Assistance environmental review process for federally funded transportation projects. All required environmental permits and approvals will be maintained throughout project implementation.
Fiscal Impact:
The engineer's estimate for the project is approximately $1,962,108, which includes a 10% construction contingency and 10% engineering and inspection contingency. Of this amount, $680,000 will be funded through the Stanislaus Council of Governments (StanCOG) Surface Transportation Block Grant (STBG) Program, with an additional match requirement of $210,000 which will be funded through Gas Tax revenues.
The estimated cost of the utility improvements is $647,200 and will be funded through the Water, Sewer, and Storm Drain Fixed Asset Reserve Funds. Final project costs will be determined through the competitive bidding process. Staff will return to the City Council with the bid results and any recommended budget adjustments, if necessary, at the time of contract award.
MB
MB
1815 7TH STREET
OWNER: HIXENBAUGH
APN: 018-019-028
1801 7TH STREET
OWNER: THORNSBERRY
APN: 018-019-007
1743 7TH STREET
OWNER:
STAVRIANOUDAKIS
APN: 018-019-007
1701 7TH STREET
OWNER: GONZALEZ
APN: 018-090-002
1713 7TH STREET
OWNER: OSWALK
APN: 018-090-048
1725 7TH STREET
OWNER: BARRAZA
APN: 018-019-005
1731 7TH
STREET
OWNER:
DOBERENZ
APN:
1955 7TH STREET 018-019-006
OWNER: FREEMAN
APN: 018-019-34
1943 7TH STREET
OWNER:
THOMPSON
APN: 018-019-032
1937 7TH STREET
OWNER: GOSE
APN: 018-019-015
1925 7TH
STREET
OWNER:
FRANGELLA
APN:
018-019-014
1919 7TH
STREET
OWNER:
CRAYTON
APN:
018-019-013
1849 7TH STREET
OWNER: KOUNIAS
APN: 018-019-012
1831 7TH STREET
OWNER: PELTIER
APN: 018-019-011 MB MB
50' (DETAIL 21)
895' (DETAIL 1) 365' (DETAIL 1) 50' (DETAIL 21)
50' (DETAIL 21) 50' (DETAIL 21)
MB
MB
1 HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567
Know what'sbelow. Callbefore you dig.
R
811 / 800-227-2600
0 0.5 MI.
NORTH
VICINITY MAP
IMPROVEMENT PLANS FOR:
7TH STREET (FOX RD TO METCALF WAY)
CITY OF HUGHSON, CALIFORNIA NORTH
0 60
30 METCALF WAY
1. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING
MONUMENTS, REFERENCED IN THESE IMPROVEMENT PLANS. IN
THE EVENT THAT A MONUMENT MUST BE REMOVED, CONTRACTOR
SHALL BE REQUIRED TO INSTALL A NEW MONUMENT BOX.
CONTRACTOR SHALL REQUEST MONUMENT STAKING 48 HOURS
PRIOR TO INSTALLATION OF NEW MONUMENT BOXES.
2. IF A MONUMENT IS DISCOVERED DURING CONSTRUCTION, THE
CONTRACTOR SHALL NOTIFY THE CITY ENGINEER IMMEDIATELY,
AND SHALL BE RESPONSIBLE FOR THE PRESERVATION OF THAT
MONUMENT.
MONUMENT PRESERVATION & STRIPING PLAN
MONUMENT PRESERVATION
7TH STREET FOX ROAD
1COVER SHEET
EX MONUMENT, SEE
PRESERVATION
NOTES (TYP)
# SHEET TITLE
1 COVER SHEET
2 GENERAL NOTES
3 STANDARD DETAILS
4 STANDARD DETAILS
5 TOPOGRAPHY AND DEMOLITION
6 TOPOGRAPHY AND DEMOLITION
7 PAVING AND GRADING
8 PAVING AND GRADING
9 COMPOSITE UTILITY PLAN
10 COMPOSITE UTILITY PLAN
11 EROSION CONTROL PLAN
PROJECT SITE
FOX RD
HATCH RD
SANTA FE AVE
WHITMORE AVE
LOCUST ST GEER RD TULLY RD DEFOREST COURT
STEEPLECHASE DRIVE
EX MONUMENT, SEE
PRESERVATION
NOTES (TYP)
EX MONUMENT, SEE
PRESERVATION
NOTES (TYP)
EX MONUMENT, SEE
PRESERVATION
NOTES (TYP)
BASIC CROSSWALK,
COLOR - YELLOW
STOP LEGEND AND LIMIT
LINE WITH DETAIL 21 (50 LF)
YIELD LINE PER CALTRANS
STANDARD PLAN A24E (TYP)
LADDER CROSSWALK PER
DETAIL A, SHEET 2 BASIC CROSSWALK,
COLOR - WHITE
STOP LEGEND AND LIMIT
LINE WITH DETAIL 21 (50 LF)
STOP LEGEND AND LIMIT
LINE WITH DETAIL 21 (50 LF)
1. ALL STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED IN THE PLANS.
2. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO FINAL APPLICATION.
3. ALL MARKINGS SHALL BE MEET CURRENT CALTRANS STANDARD PLAN DETAILS UNLESS OTHERWISE NOTED IN THE PLANS.
4. WHERE NEW STRIPING IS SHOWN OUTSIDE OF THE PROPOSED
PAVING LIMITS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
GRINDING AND REMOVING THE EXISTING STRIPING TO
ACCOMMODATE THE PROPOSED LAYOUT.
STRIPING NOTES
COMMUNITY SERVICES DIRECTOR DATE
2GENERAL NOTES
LEGEND
ITEM EXISTING
WATER VALVE
WATER METER
FIRE HYDRANT
WATER LINE
WATER HOSE BIB
AIR RELEASE VALVE
BLOWOFF
STORM MANHOLE
STORM DRAIN
DRAIN INLET
CURB INLET
SANITARY SEWER
SEWER MANHOLE
UTILITY POLE
SIGNAGE
TREE
CLEANOUT
TYPICAL ELECTROLIER
TYPICAL LUMINAIRE
ORIGINAL GROUND
ELECTRICAL VAULT
IRRIGATION BOX
SURVEY MONUMENT
8"W
W
E
IR
ELEVATION
DIRECTION OF FLOW
203.50TC
203.00P
40.00 CONTOUR (0.5' INTERVAL)
CURB, GUTTER & SIDEWALK
BARBED WIRE FENCE
WOOD FENCE
HB
PROPOSED
8"W
W
E
IR
203.50TC
203.00P
HB
N/A
N/A
N/A
PAVEMENT
TYPICAL RETURN WITH
HANDICAP RAMP
LINE STOP
8"SS
12"SD
8"SS
12"SD
MASONRY WALL
CHAIN LINK FENCE
GENERAL NOTES:
1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING: CITY OF HUGHSON STANDARD SPECIFICATIONS, AND ALL
AMENDMENTS TO DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (CALTRANS, LATEST EDITION), WHERE APPLICABLE.
ALL WORK SHALL BE UNDER THE INSPECTION OF THE RESPECTIVE ENTITY.
2. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR
AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND
THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
REGARDING ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS AND SPECIFICATIONS. IF THE PLANS OR SPECIFICATIONS DESCRIBE
PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS
UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
3. CONSTRUCTION STAKING FOR GRADING, CURB, GUTTER, SIDEWALK, SANITARY
SEWER, STORM DRAIN AND WATER SHALL BE DONE UNDER THE DIRECTION OF M.C.R. ENGINEERING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER NINETY-SIX (96) HOURS IN ADVANCE OF THIS NEED FOR STAKING. ANY STAKING
REQUESTED BY THE CONTRACTOR OR HIS SUBCONTRACTORS THAT IS ABOVE
AND BEYOND NORMAL STAKING NEEDS, WILL BE SUBJECT TO AN EXTRA BACK CHARGE TO THE CONTRACTOR.
4. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY
PRESERVE BENCH MARKS, REFERENCE POINTS AND ALL SURVEY STAKES, AND
SHALL BEAR ALL EXPENSE FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE. ALL CENTERLINE AND/OR SURVEY MONUMENTS SHALL BE PRESERVED OR RESET AT THE END OF CONSTRUCTION.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND THE CITY HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
6. UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT PLANS ARE REFERENCED TO THE CENTERLINE OF THE STREET. ALL STATIONS
OFF CENTER ARE PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS OTHERWISE NOTED.
7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE CITY ENGINEER.
8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MAN
OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT ISSUE OF "MANUAL OF TRAFFIC CONTROLS, WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAY" PUBLISHED BY THE STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY.
9. THE OFFICE OF THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF ANY WORK.
10. P.G.&E., TELEPHONE AND CABLE TV UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF THE CURB, GUTTER, SIDEWALK AND PAVING.
11. THE CITY OF HUGHSON AND ASSOCIATED UTILITY COMPANY AND RESIDENCES TO
BE AFFECTED SHALL BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE
DISRUPTION OTHER THAN SPECIFIED ON THESE IMPROVEMENT PLANS AND A MINIMUM 48 HOUR NOTICE SHALL BE GIVEN FOR ANY PLANNED DISRUPTION.
12. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF
HUGHSON, DEPARTMENT OF PUBLIC WORKS OR ANY OTHER APPLICABLE
AGENCIES PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING CITY RIGHT-OF-WAY. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT
FROM STANISLAUS COUNTY PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING COUNTY RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE PROJECT.
13. STREET SIGNS, TRAFFIC CONTROL SIGNS, AND PAVEMENT MARKINGS SHALL BE
PROVIDED AND INSTALLED BY THE CONTRACTOR AT LOCATIONS ESTABLISHED BY THE ENGINEER. UNLESS NOTED OTHERWISE, PAVEMENT MARKINGS SHALL BE
REPLACED ACCORDING TO THE DETAILS OBSERVED IN THE ROAD PRIOR TO THE COMMENCEMENT OF WORK, ALL NEW MARKINGS SHALL BE THERMOPLASTIC.
14. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE IS ABOVE 50°F AND RISING.
15. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
16. RURAL DRIVEWAY IMPACTED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL STATE. TEMPORARY DRIVEWAYS SHALL BE PROVIDED DURING THE INTERIM.
17. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO DRAWINGS CONTAINED IN THE CITY OF HUGHSON STANDARD SPECIFICATIONS, THUS: (I.E. DWG. ST-18).
18. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER (800) 227-2600. THE CONTRACTOR SHALL RECORD THE U.S.A. ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER PRIOR TO ANY EXCAVATION. IT SHALL BE THE
CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO
THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO
COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE DEVELOPMENT.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING EXISTING IMPROVEMENTS
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND REPLACEMENT OF EXISTING IMPROVEMENTS.
20. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK
COVERED BY THESE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED,
AFTER PROPER BACKFIRING, WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT
SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, OR CALTRANS, WHERE APPLICABLE.
21. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS
REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT DURING THE
INSTALLATION OF THE WORK COVERED BY THESE SPECIFICATIONS, AND WHICH
LIES OUTSIDE OF SAID AREAS, SHALL BE INDICATED IN THE CONTRACTOR'S UNIT
PRICE FOR PAVEMENT, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
22. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
FOR TRENCHES 5 FEET OF MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH SECTION 5-1.02A OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE STATE OF CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES.
23. WE CALL YOUR ATTENTION TO TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS ISSUED BY THE
OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONS SAFETY AND HEALTH ACT OF 1973 AS AMENDED WHICH STATES: (1) PRIOR TO OPENING AN EXCAVATION EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I.E. SEWER, WATER, FUEL, ELECTRICAL LINES, ETC., WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION
APPROACHES THE APPROXIMATE LOCATION OF SUCH 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.
24. ALL TRENCHES ON MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON
ALL STREETS SHALL BE PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT CUT IS MADE. TRENCH PLATES MAY BE USED TEMPORARILY WITH PRIOR APPROVAL OF THE PROJECT ENGINEER.
25. APPROPRIATE DUST CONTROL SHALL BE PROVIDED, AT THE CONTRACTOR'S
EXPENSE TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF HUGHSON.
26. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, PRIOR TO FINAL
ACCEPTANCE, AS-BUILT DRAWINGS OF ALL IMPROVEMENTS REPRESENTED BY THE PROJECT PLANS AND SPECIFICATIONS.
27. AFTER CONSTRUCTION OF ALL IMPROVEMENTS, THE ENGINEER SHALL SUBMIT ONE SET OF REPRODUCIBLE PLANS. FINAL INVERT ELEVATIONS FOR SEWER AND
STORM DRAIN LINES THAT ARE TO BE EXTENDED FOR FUTURE CONSTRUCTION SHALL ALSO BE SHOWN ON THE "AS-BUILT" PLANS ALL AS PROVIDED TO THE ENGINEER BY THE CONTRACTOR.
28. THE CONTRACTOR SHALL NOTIFY MCR ENGINEERING AT LEAST 48 HOURS PRIOR
TO BACKFILLNG OF ANY PIPE WHICH STUBS TO A FUTURE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION. TOLERANCE SHALL BE IN ACCORDANCE WITH THE CITY OF HUGHSON STANDARD SPECIFICATIONS.
29. REGULATING DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM SOIL DISTURBANCES OF ONE (1) ACRE OR MORE, A NOTICE OF
INTENT (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO
DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE
FILED AND APPROPRIATE FEE PAID PRIOR TO COMMENCEMENT OF
CONSTRUCTION IN ADDITION, AT THE CONCLUSION OF THE PROJECT A NOTICE OF
TERMINATION MUST ALSO BE FILED, SUBMIT THE FEE, A NOTICE OF INTENT, AND
NOTICE OF TERMINATION TO THE STATE RESOURCES CONTROL BOARD AT THE FOLLOWING ADDRESS:
STATE WATER RESOURCES CONTROL BOARD
P.O. BOX 100
SACRAMENTO, CA 95812-0100
ATTN. STORM WATER PERMITTING SECTION
30. IF YOU HAVE ANY QUESTIONS CALL WATER QUALITY CONTROL ENGINEER,
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, CENTRAL VALLEY REGION AT (916) 464-3291.
31. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL BOARD (SWCRB) ORDER NO. 2009-0009-DWQ. THE
CONTRACTOR SHALL IMPLEMENT AND MONITOR A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE SWRCB REGULATIONS.
32. CONTRACTOR SHALL COMPLY WITH BUSINESS AND PROFESSIONS CODE, SECTION 8771 (b) REGARDING REFERENCING, PRESERVING, AND RECONSTRUCTING MONUMENTS, WHETHER OR NOT THE MONUMENTS ARE SHOWN ON THE PLANS.
GRADING NOTES:
1. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF HUGHSON STANDARDS. ALL FILL AREAS SHALL BE TESTED AS REQUIRED BY THE CITY OF HUGHSON AND SHALL BE PAID FOR BY THE CITY OF HUGHSON.
2. THE CITY SHALL BE RESPONSIBLE FOR COST OF INITIAL TEST FOR MOISTURE DENSITY CURVE. IF THE FIRST TEST FAILS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ALL SUBSEQUENT CURVES AND TESTS.
3. THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. ALL VEGETATION AND
DELETERIOUS MATERIALS, INCLUDING ROOTS SHALL BE REMOVED FROM THE SITE AT
THE EXPENSE OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE LUMP SUM CLEARING COST.
4. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES,
GRADES OR MEASUREMENT OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL EXPENSES INCURRED IN
REPLACING STAKES THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL CONTRACTOR.
5. CONTRACTOR SHALL OBTAIN 95% RELATIVE COMPACTION IN ALL GRADED AREAS.
WATER NOTES:
1. ALL WATER CONSTRUCTION, MATERIALS AND WORKMANSHIP SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF HUGHSON STANDARD SPECIFICATIONS AND PLANS.
2. THE CONTRACTOR SHALL EXPOSE EXISTING WATER LINES TO VERIFY EXISTING ELEVATION AND LOCATION PRIOR TO START OF CONSTRUCTION. ALL POTHOLE
INFORMATION SHALL BE PROVIDED TO THE CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
3. ALL WATER LINES SHALL BE TESTED AND DISINFECTED IN CONFORMANCE WITH
THE REQUIREMENTS OF THE CITY OF HUGHSON AND THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS, SECTION C-651.
4. CONTRACT PRICE SHALL INCLUDE FULL COMPENSATION FOR FURNISHING ALL
LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS, AND FOR DOING ALL OF THE WORK INVOLVED IN TESTING AND DISINFECTION OF THE WATER MAINS.
5. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.
6. WATER LINES SHALL BE A MINIMUM OF 10 FEET OUTSIDE OF PIPE TO OUTSIDE OF PIPE FROM SEWER MAINS. CROSSINGS SHALL MEET STATE HEALTH STANDARDS.
7. ALL VALVE BOXES TO BE ADJUSTED TO FINISH GRADE AFTER PAVING. COST FOR RAISING FACILITIES TO BE INCLUDED IN UNIT PRICES FOR VALVES.
8. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER
PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5' OR MORE. SAID PROTECTION TO BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CITY OF HUGHSON DEPARTMENT OF PUBLIC WORKS, AND STATE REGULATIONS.
9. ALL CONNECTIONS TO EXISTING CITY FACILITIES SHALL BE MADE IN THE PRESENCE OF THE CITY ENGINEER, OR HIS APPOINTED REPRESENTATIVE.
10. ALL MATERIALS THAT WILL COME IN CONTACT WITH POTABLE WATER SHALL COMPLY WITH NSF 61.
SANITARY SEWER NOTES:
1. ALL SANITARY SEWER CONSTRUCTION AND MATERIALS, SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF HUGHSON STANDARD DESIGNS OF COMMON ENGINEERING STRUCTURES.
2. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.
3. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER
PROVISIONS NECESSARY TO PROTECT WORKMAN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5 FEET OR MORE. SAID PROTECTION TO BE DONE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF HUGHSON DEPARTMENT OF PUBLIC WORKS, AND STATE REGULATIONS.
4. ALL MANHOLE RIMS TO BE ADJUSTED TO FINISH GRADE AFTER STREET PAVING, UNLESS OTHERWISE NOTED. COST FOR RAISING FACILITIES TO BE INCLUDED IN UNIT PRICES FOR MANHOLES.
5. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SANITARY SEWER PIPES, WHERE
A CONNECTION IS TO BE MADE, AND NOTIFY THE ENGINEER IF THERE IS A
DISCREPANCY BETWEEN THE SIGNED PLANS AND THE EXISTING FIELD CONDITION PRIOR TO THE START OF CONSTRUCTION.
6. CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF SANITARY SEWER
FACILITIES IN ACCORDANCE WITH THE CITY OF HUGHSON STANDARD DESIGNS OF COMMON ENGINEERING STRUCTURES.
7. ALL SANITARY SEWER LINES SHALL BE CLEANED OF ALL SAND AND DEBRIS PRIOR TO ACCEPTANCE BY THE CITY OF HUGHSON.
8. CONTRACTOR SHALL INSTALL A "TRACE WIRE" ON ALL FORCE MAINS.
STORM DRAIN NOTES:
1. ALL STORM DRAIN CONSTRUCTION AND MATERIALS, SHALL BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE CITY OF HUGHSON STANDARD SPECIFICATIONS AND PLANS.
2. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.
3. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER
PROVISIONS NECESSARY TO PROTECT WORKMAN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5 FEET OR MORE. SAID PROTECTION TO BE DONE IN ACCORDANCE
WITH THE REQUIREMENTS OF THE CITY OF HUGHSON DEPARTMENT OF PUBLIC WORKS, AND STATE REGULATIONS.
4. ALL NEW AND EXISTING MANHOLE RIMS TO BE ADJUSTED TO FINISH GRADE AFTER PAVING, UNLESS OTHERWISE NOTED. COST FOR RAISING FACILITIES TO BE INCLUDED IN UNIT PRICES FOR MANHOLES.
5. THE CONTRACTOR SHALL EXPOSE ALL EXISTING STORM DRAIN PIPES, WHERE A
CONNECTION IS TO BE MADE, AND NOTIFY THE ENGINEER IF THERE IS A
DISCREPANCY BETWEEN THE SIGNED PLANS AND THE EXISTING FIELD CONDITION PRIOR TO THE START OF CONSTRUCTION.
6. CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF STORM DRAIN FACILITIES IN
ACCORDANCE WITH THE CITY OF HUGHSON STANDARD SPECIFICATIONS AND PLANS
7. ALL STORM DRAIN LINES SHALL BE CLEANED OF ALL SAND AND DEBRIS PRIOR TO ACCEPTANCE BY THE CITY OF HUGHSON.
POLLUTION AND DUST NOTES:
1. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE AND CLEAR OF RUBBISH AND DEBRIS.
2. THE CONTRACTOR SHALL EXERCISE CARE TO PRESERVE AND PROTECT NATURAL HABITAT ADJACENT TO THE PROJECT SITE.
3. THE CONTRACTOR SHALL NOT DISCHARGE SMOKE, DUST, OR ANY OTHER AIR
CONTAMINANTS INTO THE ATMOSPHERE IN SUCH A QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY.
4. THE CONTRACTOR SHALL KEEP ALL AREAS GENERATING DUST WITHIN THE LIMITS OF THE PROJECT WELL WATERED DURING THE TERM OF THIS CONTRACT. THIS
INCLUDES BUT IS NOT LIMITED TO ACCESS RAMPS, THE HAUL ROADS, THE
EMBANKMENT FILL AREA, AND ANY OTHER AREAS THAT MAY GENERATE DUST AS A RESULT OF CONTRACTOR'S OPERATIONS. THE CONTRACTOR SHALL PROVIDE
DUST CONTROL MEASURES DURING EVENINGS, WEEKENDS, AND HOLIDAYS AT NO ADDITIONAL COST TO THE CITY.
5. THE CONTRACTOR(S) SHALL KEEP ALL PUBLIC ROADWAYS ADJACENT TO THE
PROJECT SITE FREE AND CLEAR OF MUD AND SILT DURING THE TERM OF THIS CONTRACT. THIS INCLUDES MUD CAUSED BY RAIN OR BY THE CONTRACTOR(S) WATERING PROCEDURES FOR DUST CONTROL.
6. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF
WORK, AND UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR
SHALL KEEP THE PREMISES OCCUPIED BY HIM IN A CLEAN AND ORDERLY
CONDITION, DISPOSING OF REFUSE AND LITTER IN A MANNER SATISFACTORY TO THE CITY OF HUGHSON.
MITIGATION MONITORING AND REPORTING PROGRAM:
4.3-1: COMPLY WITH ALL APPLICABLE REQUIREMENTS OF SJVAPCD REGULATION VIII (FUGITIVE DUST PROHIBITIONS).
4.3-2: THE PROJECT APPLICANTS SHALL INCORPORATE FEASIBLE EMISSION CONTROL
MEASURES INTO THE PROJECT DESIGN AND OPERATION AS DETERMINED APPROPRIATE BY T HE CITY. SUCH MEASURES MAY INCLUDE, BUT ARE NOT
LIMITED TO, THE FOLLOWING ITEMS AS RECOMMENDED IN THE SJVAPCD GUIDE FOR ASSESSING AND MITIGATING AIR QUALITY IMPACTS (SJVAPCD 2002) AND OTHER SOURCES.
4.3-3: IMPLEMENT MEASURES TO REDUCE EXPOSURE OF SENSITIVE RECEPTORS TO TAC EMISSIONS.
4.3-4: PRIOR TO THE START OF PROJECT CONSTRUCTION, THE CONTRACTOR SHALL
DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN (TCP) FOR ALL
ROADWAYS AND AT THE COBBLES CORNER AND COUNTRY VILLA APARTMENTS RESIDENTIAL AREAS. THE TCP SHALL INCLUDE SUCH ITEMS AS TRAFFIC
CONTROL REQUIREMENTS, RESIDENT NOTIFICATION OF ACCESS CLOSURE, AND DAILY ACCESS RESTORATION. THE CONTRACTOR SHALL SPECIFY DATES
AND TIMES OF ROAD OR ACCESS CLOSURES OR RESTRICTIONS, IF ANY, AND
SHALL ENSURE THAT ADEQUATE ACCESS WILL BE PROVIDED FOR EMERGENCY VEHICLES AND RESIDENTS. THE TCP SHALL BE REVIEWED AND APPROVED BY
THE CITY'S DEPARTMENT OF PUBLIC WORKS AND SHALL BE COORDINATED
WITH THE HUGHSON FIRE PROTECTION DISTRICT, THE HUGHSON POLICE DEPARTMENT, AND THE STANISLAUS COUNTY SHERIFF'S DEPARTMENT.
4.3-5: THE FOLLOWING MEASURES SHALL BE INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATION: · ALL CONSTRUCITON EQUIPMENT POWERED BY INTERNAL COMBUSTION ENGINES SHALL BE PROPERLY MUFFLED AND MAINTAINED. MUFFLERS
SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS. · IN ACCORDANCE WITH STATE REGULATIONS, CONSTRUCTION EQUIPMENT
WITH INTERNAL COMBUSTION ENGINES SHALL BE PROHIBITED FROM IDLING MORE THAN FIVE MINUTES. · THE CONSTRUCTION CONTRACTOR SHALL, TO THE MAXIMUM EXTENT
PRACTICAL, LOCATE ON-SITE EQUIPMENT STAGING AREAS TO MAXIMIZE
THE DISTANCE BETWEEN CONSTRUCTION-RELATED NOISE SOURCES AND
NOISE-SENSITIVE RECEPTORS NEAREST THE PROJECT SITE DURING ALL PROJECT CONSTRUCTION.
SS SANITARY SEWER
WS
W
THRU
TI
TPE
TYP.
S
TEMP
TC
WATER SERVICE
WATER
TREE PLANTING EASEMENT
THROUGH
TRAFFIC INDEX
TYPICAL
TEMPORARY
TOP OF CURB
SEWER
PT
SHT
SNS
STD
SW
STA
PUE
PVC
RCP
RET
R
OG
P
PL
PRC
PP
MH
MIN
NTS
POINT
PUBLIC UTILITY EASEMENT
POLYVINYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
STANDARD
SIDEWALK
STREET NAME SIGN
SHEET
STATION
RETURN
RADIUS
ORIGINAL GROUND / GRADE
POINT OF REVERSE CURVATURE
PROPOSED
POWER POLE
PROPERTY LINE
MAINTENANCE HOLE
NOT TO SCALE
MINIMUM
E, EX, OR EXIST
HP
HPS
INV
IRR
LF
FH
GB
FL
D OR SD
EC
ELEV
ESMT
GV
EP
DIA
DW
DIP
EXISTING
HIGH PRESSURE SODIUM
LINEAL FEET OR LINEAR FEET
HIGH POINT
IRRIGATION
INVERT
FIRE HYDRANT
GRADE BREAK
FLOW LINE
DRAIN OR STORM DRAIN
EDGE OF PAVEMENT
GATE VALVE (WATER)
DUCTILE IRON PIPE
END OF CURVE
ELEVATION
EASEMENT
DIAMETER
DRIVEWAY
AC
C & G
CL
CO
CONC
BC
BSL
BV
BDRY
@
AB
ASPHALT CONCRETE
BUILDING SET BACK LINE
BUTTERFLY VALVE (WATER)
CENTER LINE
CLEAN OUT
CONCRETE
BEGINNING OF CURVE
CURB AND GUTTER
BOUNDARY
AGGREGATE BASE
AT
CI CURB INLET
SD STORM DRAIN
MAX MAXIMUM
LP LOW POINT
CR CURB RETURN
U.N.O. UNLESS NOTED OTHERWISE
ADA AMERICAN DISABILITIES ACT
± PLUS OR MINUS (NOT EXACT)
ABBREVIATION LIST
2.00% 2.00%
NOTES:
1. HIGH VISIBILITY LADDER CROSSWALK SHALL COMPLY WITH
CALTRAN'S 2023 STANDARD PLAN A24F.
2. EXISTING STRIPING SHALL BE REMOVED PRIOR TO
PLACEMENT OF NEW STRIPING.
3. SPACES BETWEEN MARKINGS SHALL BE PLACED IN WHEEL
TRACKS OF EACH LANE.
4. CROSSWALK MARKINGS SHALL BE WHITE UNLESS OTHERWISE
INDICATED ON THE PLANS.
5. THE HIGH VISIBILITY CROSSWALK MARKINGS PATTERN SHALL BE 10 FT WIDE, 2.0 FT WIDE AND 2.0 FT SPACING. START
PLACING FIRST LINE ±6 INCHES INSIDE THE EDGE OF
PAVEMENT.
2' (TYP) 1' (TYP) 10'
2' (TYP)
A
2 HIGH-VISIBILITY
LADDER CROSSWALK
N.T.S.
HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567
Know what'sbelow. Callbefore you dig.
R
811 / 800-227-2600
NOTES:
1. CURB, GUTTER, AND SIDEWALK CONSTRUCTION SHALL CONFORM TO SECTION 73, STANDARD SPECIFICATIONS, CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS), EXCEPT AS MODIFIED HEREIN.
2. ALL RADII FOR ROUNDING EDGES SHALL BE 3/4" UNLESS OTHERWISE NOTED.
3. CONCRETE SHALL BE CLASS B, PER CALTRANS SECTION 90.
4. EXPANSION JOINTS AND WEAKENED PLANE JOINTS SHALL BE INSTALLED AS INDICATED ON THE PLANS OR STANDARD DETAILS.
5. DURING CONSTRUCTION OF GUTTERS, WATER SHALL BE USED TO INSURE PROPER DRAINAGE ALONG THE FLOWLINE.
6. THE CONCRETE SURFACE SHALL BE FREE OF BLEMISHES AND NOT VARY MORE THAN 1/4" FROM A 10' STRAIGHT EDGE.
7. CONCRETE SHALL HAVE A LIGHT BROOM FINISH AND AN IMPERVIOUS MEMBRANE OR SPRAY CURE. 1 GAL/150 SF PIGMENTED CURING COMP ASTM C309 TYPE Z, CLASS A OR B. APPLY IMMEDIATELY AFTER MOISTURE SHEEN DISAPPEARS.
8. IF CURB & SIDEWALK ARE NOT POURED MONOLITHICALLY, 1/2" X 18" DOWELS SHALL BE INSTALLED AT 48" O.C. 18" 3"
12" 4.5" 2" 6" 8"1"
DRAWING NO.
APPROVED BY CITY COUNCIL:
RESOLUTION:
ROB MARLER, P.E. - CITY ENGINEER
DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX CURB AND GUTTER
DRIVE OVER AND VERTICAL
02-28-24
3-A 12"
27"
6" 8"6"
1"
2" 2"
OPTIONAL WITH
SLIP-FORM MACHINE
OPTIONAL WITH
SLIP-FORM MACHINE
18"
1/4"R
1/4"R
3/4"R
10-1/2"R
1/4"R
1/4"R 6"
1"R
DRIVE-OVER CURB & GUTTER
VERTICAL CURB & GUTTER
1/4"R
NOTES:
1. DRIVEWAYS TO BE CONSTRUCTED OF 4" MIN CLASS "B" (5 SACK) PORTLAND CEMENT CONCRETE. COMMERCIAL DRIVEWAYS SHALL USE #4 REBAR AT 18" OC EACH WAY.
2. CONCRETE SURFACE SHALL BE TROWELLED SMOOTH AND BROOM FINISHED.
3. DRIVEWAYS ON CORNER LOTS SHALL NOT BE LOCATED ON THE RETURN SIDE OF THE LOT AND MUST MAINTAIN A MINIMUM DISTANCE OF 20' FROM THE RETURN, UNLESS OTHERWISE DIRECTED BY THE CITY.
4. IN EXISTING STREETS, ASPHALT SHALL BE SAW-CUT 12" MIN FROM LIP OF GUTTER, AND GUTTER FORMED AT EDGE.
REPLACE AC WITH 3" AC OVER 8" AB. 4"
5'-0"
COMPACTED NATIVE SOIL
(95% R.C.)
SECTION A-A 6"
12"
CURB FLOW LINE
3'-0" RESIDENTIAL 10" (MIN) - 24' (MAX) 3'-0"
COMMERCIAL 14' (MIN) - 35' (MAX)
A
A
COLD JOINT 5' SIDEWALK
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX DRIVEWAY APRON
3-I
02-29-24
DRAWING NO.
APPROVED BY CITY COUNCIL:
RESOLUTION:
ROB MARLER, P.E. - CITY ENGINEER
DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX PEDESTRIAN RAMPS
CASE "C"
02-29-24
3-L
PLAN VIEW
NOTES:
1. THE LOWER END OF THE RAMP SHALL BE FLUSH WITH THE GUTTER PAN.
2. TRANSITION GUTTER PAN CROSS SLOPE TO 5% MAX 4' OUTSIDE OF BOTTOM OF RAMP.
TRUNCATED
DOME DETECTABLE
WARNING SURFACE
A
A
WEAKENED PLANE JOINTS
OR COLD JOINTS (TYP) LIP OF
GUTTER
BACK OF
SIDEWALK
6" (MAX) RETAINING CURB
8.3%
MAX
8.3%
MAX 2%MAX
4' MIN
SECTION A-A
2% MAX
FLUSH
P.L.
6" (MAX) RETAINING CURB
5% MAX IN GUTTER
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX STREET SIGN STANDARDS
3-P
02-29-24
NOTES:
1. MOUNTING HARDWARE TO BE "HAWKINS HEAVY DUTY" SLOTTED BACK V14 (HD) SL2CP, OR APPROVED EQUAL.
2. STREET SIGN MANUFACTURER SHALL BE SUBJECT TO APPROVAL OF THE CITY ENGINEER.
3. HEIGHT FROM GROUND TO BOTTOM OF PLATE SHALL BE 7'. THIS HEIGHT SHALL BE 9' WHEN WHEN "STOP" SIGNS ARE ATTACHED, PROVIDING 7' FROM GROUND TO BOTTOM OF "STOP" SIGN. 2' 7'-0" MIN SEE NOTE 3 2" I.D. GALVANIZED
PIPE (SCH. 40)
WOODEN WEDGES
AND GROUTING
EXISTING SIDEWALK DRILL 3"
DIAMETER
HOLE 6" 2' MIN 4"
12" DIA
CLASS "B" CONCRETE
WITH A PIN AND
BOLT TO PREVENT
ROTATION
COPY ON
BOTH SIDES
IN EXISTING SIDEWALK AREA
SEE SHEET 3-T
FOR LETTER SIZE
STOP
MAIN
ST. 000
MAIN
ST. 000
DIRT FILL
NOTES:
1. THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED EARTH, APPROVED COMPACTED FILL, OR APPROVED SLURRY MIX.
2. CONCRETE TO BE KEPT CLEAR OF BOLTS NUTS AND END OF FITTING.
3. PLACE 6 MIL VISQUEEN TO COVER BOLTS OF ALL FITTINGS AND CONCRETE.
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX THRUST BLOCK DETAILS
5-D
02-29-24
PIPE
DIA.
PIPE
CLASS
PRESS
PSI
AREA SQ. FT.
TEE
90°
BEND
45° BENDS
AND WYES
ALL BENDS
22-1/2" AND
LESS
CAP
VERTICAL
ANCHORS
(EACH)
4 150 150 3 4 3 2 3 3
200 200 4 6 3 2 4 4
6 150 150 6 9 5 3 6 6
200 200 8 11 6 3 8 8
8 150 150 10 14 8 4 10 10
200 200 14 19 11 6 14 14
10 150 150 17 23 23 7 17 17
200 200 22 31 17 9 22 22
12 150 150 23 33 18 9 23 23
200 200 31 44 24 12 31 31
TEE BEND
PLUG OR CAPPED END
VERTICAL ANCHORS SECTION OF THRUST BLOCK
JOINT
±3'
PLUGGED OR
CAPPED END
45° MAX SLOPE TOP AND
ENDS OF CONCRETE BLOCK
CI FITTING
PVC OR DI
ANCHOR
ROD
ONE #4 BARS
WITH 6" HOOK
TWO #4 BARS
WITH 6" HOOK
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX FIRE HYDRANT ASSEMBLY
5-C
02-29-24
BREAK-OFF SPOOL
(LENGTH VARIES) 3" MIN 5" MAX
VARIABLE 30" MIN
6" GATE VALVE ON NEW OR REPLACEMENT PIPES OR TAPPING VALVE ON EXISTING PIPE - (FLG. X FLG.)
VALVE BOX PER CITY STANDARD 5-A
6" STANDARD STEEL PIPE ML&C OR DUCTILE IRON
6" DUCTILE IRON BURY WITH FOOT AND MJ
BREAKAWAY SPOOL
BREAKAWAY BOLTS
JONES J-4040 FIE HYDRANT OR APPROVED EQUAL
SHUT-OFF VALVES SHALL BE A MINIMUM OF 10 FEET FROM THE HYDRANT
CONCRETE THRUST BLOCKS,
POUR 6 SQUARE FEET
AGAINST UNDISTURBED
EARTH
CONNECTION TO EXISTING PIPE TO BE
DETERMINED BY THE CITY ENGINEER
PAVEMENT
WATER MAIN
(SIZE VARIES)
CL
4 5
6 3
3 1
8 2
5 7
1 2
3 5
4 7
6 8
NOTES:
1. VALVE BOX AND COVER SHALL BE CHRISTY CONCRETE PRODUCTS NO. G-5 OR EQUAL WITH DEPTH EXTENSIONS AS REQUIRED.
2. ALL VALVES SHALL HAVE FLANGED CONNECTIONS AT ALL TEES AND CROSSES.
3. ALL VALVES SHALL BE SEPARATED FROM COLLARS: 3'-3" (1/4 SECTION).
4. VALVE SHALL BE RESILIENT SEAT GATE (12" OR LESS) OR BUTTERFLY (GREATER THAN 12") PER CITY SPECIFICATION.
5. CLEAN INSIDE OF EXTENSIONS SO STEM IS CLEAN OF DIRT.
6. SET VALVE BOX TO FINISH GRADE.
7. COMPACT EARTH AROUND BASE WITH MECHANICAL TAMPER TO 95% RELATIVE COMPACTION AND ENCASE IN 8" OF CONCRETE.
8. AFTER CONCRETE SETS, PATCH WITH 2" AC.
9. VALVE BOXES IN DIRT OR UNDEVELOPED AREAS SHALL HAVE CONCRETE ENCASEMENT POURED TO 6" ABOVE GRADE (NO 2" AC).
DRAWING NO.
APPROVED BY CITY COUNCIL:
RESOLUTION:
ROB MARLER, P.E. - CITY ENGINEER
DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX WATERLINE GATE
VALVE ASSEMBLY
02-28-24
5-A
10-3/8"
CHRISTY *48"
*IF GREATER THAN 48",
VALVE NUT SHALL BE
2'-6" DIAMETER REQUIRED
MINIMUM ENCASEMENT
3000PSI CONCRETE.
REMOVE BARRICADES
AFTER 24 HOURS
WHITE PVC DEPTH
EXTENSION ±8"
SEE NOTE 3
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX STREET SIGN STANDARDS
3-R
02-29-24 4" 1" 1" 2" 2" 3/4" 5/8" 5/8"
NOTES:
1. ALL BLANKS TO BE 0.63 GAUGE ALUMINUM ALLOY (6061-TB OR 5155-H380, DEGREASED, AND TREATED WITH ALODINE 1200.
2. THE SIGN BLANKS SHALL CONFORM TO THE STANDARD B.P.R. SHAPES AND CORNER RADII , EXCEPT THAT HOLE PUNCHING, OR DRILLING, SHALL CONFORMTO THE HOLE SIZES AND LOCATIONS SHOWN HEREON. EACH CORNER SHALL AHVE A 13/64" DIAMETER HOLE.
3. ALL BLANKS SHALL BE 6" HIGH BY 24", 30", 36", 42", OR 48" WIDE. THE 3/8" HOLES SHALL BE CENTERED ON THE VERTICAL CENTERLINE OF EACH BLANK.
4. EACH SIGN FACE SHALL HAVE SUFFICIENT SPACING PROVIDED TO PERMIT APPLICATION OF A 4 DIGIT NUMBER AND ARROW.
5. NUMERICAL STREET NAMES SHALL BE SPELLED OUT INSTEAD OF USING THE NUMERAL LETTER TYPE ABBREVIATED LEGENDS.
6. ALL SIGN FACES TO BE "SCOTCHLITE" BRAND REFLECTIVE SHEETING-ENGINEERING GRADE OR OF EQUAL OR BETTER, WITH REFLECTIVE SILVER COPT ON REFLECTIVE GREEN BACKGROUND.
NAME FACE
ALUMINUM SIGN BLANK
24", 30", 36", 42", OR 48" 6" 5"
3/8" DIAMETER
R
S
1 3STANDARD DETAILS HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567
Know what'sbelow. Callbefore you dig.
R
811 / 800-227-2600
NOTES:
1. 3" - 6" CONCRETE GRADE RINGS AS REQUIRED.
2. STANDARD CONCENTRIC CONE SHALL CONFORM TO ASTM C418-61T.
3. STANDARD PRE-CAST MH SECTIONS SHALL CONFORM TO ASTM C14-61T.
4. BOTTOM OF MANHOLE SHALL BE CONSTRUCTED FROM FL TO FL AND SHAPED TO CONFORM WITH THE DIAMETER OF THE PIPE AND DIRECTION OF FLOW (MATCH CROWNS).
5. GROUT ALL JOINTS.
6. MH COVER TO BE MARKED "STORM DRAIN".
7. ADJUST FRAME TO GRADE AFTER PAVING.
24" 12"6"
12" 2'-6" VARIES
5" 48" 2"
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX STORM MANHOLE
7-A
02-29-24 12" MAX VARIES TO PIPE SIZE 8" MIN
"PINKERTON TYPE" NO. A-624 OR EQUAL
AC
AB
CLASS "B"
CONCRETE
GRADE RINGS
12" (MAX)
SIZE VARIES CLASS "B"
CONCRETE
6"
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX 1 INCH WATER SERVICE
5-J
02-29-24
NOTES:
1. USE A LINER ON ALL COMPRESSION CONNECTIONS WITH POLYETHYLENE PIPE.
2. ANGLE METER STOP TO BE EITHER 1" X 3/4" OR 1" X 1" TO FIT METER SIZE.
3. ALL FITTING SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION.
FINISHED GRADE
8" 8" 30" MIN
SLOPE 1/4" PER 12" MIN.
R=30" MINIMUM
WATER MAIN
(SIZE VARIES)
R=30" MINIMUM
45°
DOUBLE STRAP SERVICE SADDLE, FOR ALL PIPE EXCEPT C900 - JONES 979 (FIP) DOUBLE STRAP SERVICE SADDLE, FOR C900 PIPE JONES 969 (FIP) 1" CORP STOP - JONES J-1936 (MIP X COMPRESSION)
1" POLYETHYLENE PIPE
ANGLE METER STOP - JONES J-4201 (COMPRESSION X METER COUPLING) 4 3
2 1
1 2
3 4
NOTES:
1. MANHOLE SHALL BE EITHER 48" WHEN SERVING 24"Ø PIPES OR SMALLER, OR 60" WHEN SERVING PIPES LARGER THAN 24"Ø.
2. 3" - 6" CONCRETE GRADE RINGS AS REQUIRED.
3. STANDARD CONCENTRIC CONE SHALL CONFORM TO ASTM C418-61T.
4. STANDARD PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C418-61T.
5. PIPE TO BE LAID THROUGH MANHOLE AND TOP PORTION REMOVED AFTER CONCRETE HAS SET.
6. GROUT ALL JOINTS.
7. MANHOLE COVER TO BE MARKED "SEWER".
8. ADJUST FRMAE TO GRADE AFTER PAVING.
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX SANITARY SEWER MANHOLE
6-A
02-29-24
"PINKERTON TYPE" A-624
AC
AB
CLASS "B"
CONCRETE
12" (MAX)
GRADE RINGS
24" 12"6"
12"
6" VARIES 18"-36" VARIES
5" SEE NOTE 1 2"
6"
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX HOUSE SEWER LATERAL
6-E
02-29-24
NOTES:
1. HOUSE CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF THE CITY INSPECTOR.
2. SEWER LATERAL SHALL BE CONSTRUCTED WITH A STRAIGHT GRADE AND ALIGNMENT FROM THE MAIN TO THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
3. PIPE SLOPE MAY BE INCREASED TO ACCOMMODATE DEEP SEWERS AND PROVIDE A MINIMUM 36" COVER AT RIGHT-OF-WAY.
4. PROPERTY OWNER WILL BE RESPONSIBLE FOR MAINTAINING THE LATERAL FROM THE CONNECTION AT THE MAIN TO THE HOUSE.
5. LATERAL MAY BE SUBJECT TO TV INSPECTION (CONTRACTOR SHALL GIVE 24 HOUR NOTICE FOR INSPECTION).
6. CONTRACTOR SHALL STAMP AN IMPRESSED LETTER "S" ON THE TOP OF THE CURB TO IDENTIFY THE SERVICE LOCATION.
SLOPE: 1/4" PER FT MIN
PL
IMPRESSED "S" ON
FACE OF CURB
WYE
RISER (SIZE TO MATCH LATERAL)
LOOSE REMOVABLE CAP
WYE
SEWER MAIN
1/8 BEND
COMPACTED MATERIAL
4" PVC
PLUG FOR CONNECTION
BY BUILDING PLUMBING
CONTRACTOR
CLEAN OUT BOX SHALL BE BROOKS F8
(OR APPROVED EQUAL) WITH CONCRETE
COVER MARKED "SEWER".
1' 1' MAX 36" MIN 60" MAX
DRAWING NO.
APPROVED BY CITY COUNCIL:
RESOLUTION:
ROB MARLER, P.E. - CITY ENGINEER
DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX BACKFILL AND
STREET EXCAVATION
02-28-24
6-H
95% COMPACTION
SELECT MATERIAL
BACKFILL
AGGREGATE BASEMATCH EXISTING
SECTION
ASPHALTIC
CONCRETE
2" MIN THICKNESS
MATCH EXISTING SECTION
95% COMPACTION (NATIVE
MATERIAL BACKFILL)
SAW OR CUT SMOOTH
VERTICAL JOINT
5" MIN
6" MIN 36" MIN COVER6" MIN
DRAWING NO.
APPROVED BY CITY COUNCIL:
ROB MARLER, P.E. - CITY ENGINEER
RESOLUTION: DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX CATCH BASIN DETAILS
7-C
02-29-24
4'
5'-6" 9" 6" 1'-6"
FLOWLINE
OF GUTTER
EXPANSION JOINT
TOP OF CURB
LIP OF GUTTER
EXPANSION JOINT
CATCH BASIN ASS'Y TO BE
SET 1-1/2" BELOW FLOW
LINE OF GUTTER
12"Ø MIN 3"
NOTES:
1. ALL EXPOSED STEEL SHALL BE COATED WITH 2 COATS OF COAL TAR PITCH HEATED TO A MINIMUM OF 180°F OR GALVANIZED.
2. GRATE, FRAME AND MODIFIED SIDE INLET SHALL CONFORM TO PINKERTON A-645 FRAME WITH EITHER A-390 RIVETED OR A-390-M FABRICATED STEEL GRATE.
3. GRATE SHALL BE CHAINED TO FRAME.
4. GRATE SHALL BE DEPRESSED 1-1/2" BELOW GUTTER PROFILE GRADE.
5. 24" PIPE BARREL SHALL BE CLASS II RCP. 12"
S=0.01 FT/FT MIN 6"
BOSS TO HOLD
GRATE IN PLACE
9" 2" MIN 2'-0" MIN 6-1/4"
1/2"Ø BOLT
24"Ø CONCRETE PIPE
(SEE NOTE 5)
3-1/4" THROAT OPENING 1"
30° MIN
DRAWING NO.
APPROVED BY CITY COUNCIL:
RESOLUTION:
ROB MARLER, P.E. - CITY ENGINEER
DATE:
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
2024-XXX DRIVEOVER CURB
CATCH BASIN DETAILS
02-28-24
7-D 6"
3" 3" 3"
16" 6-3/8"
4" 24" 10-1/2" VARIES (4' MAX) 8"
16" 12" 18"
20" 4" 4" 20" 5" 20' FL TO CL 18'-1" TO CL
24"
BOC
PLAN VIEW
PROFILE VIEW
4STANDARD DETAILS HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567
Know what'sbelow. Callbefore you dig.
R
811 / 800-227-2600
123.80
125.21
125.09
125.10
125.06
125.04 125.01
124.88 124.93
124.85
124.97
124.89 124.82
124.88 124.78
124.83
124.85
124.82
125.57
125.36
124.58
124.73
124.26
124.55
124.61
124.42
124.25 124.53
124.48
124.40
124.67
124.50
124.54
124.63
124.54
124.44
124.38
124.60
124.52
124.56 124.52
124.83
124.86
124.95
124.85
124.40
124.47 124.65
124.63 124.44
123.72
123.83
123.73
123.60
123.65
123.84 123.78123.75
123.76 123.76
123.80
123.95
123.54
123.89
123.96
124.40
125.14
124.78
125.26
125.18
124.90
124.79
124.91
124.89
124.78 124.80
124.93 124.92
124.72
124.41
124.40 124.31
124.39 124.40
124.45
124.75
124.78
124.77
125.04
125.09
125.34
125.38
124.76 124.83
124.83
124.99
124.41 124.35
124.25
124.79
124.68
124.72
124.64124.88
124.83
125.47
125.66
125.49
125.61
124.54 124.64
124.57 124.13
124.24
124.99
124.94 124.96
125.37
125.34
125.29
125.53
125.40
125.34
125.26 125.27
125.19
125.28
125.26
125.33 125.42
125.26
125.33
125.37
125.10
124.76
125.20
125.18
125.49
125.34
124.80
124.73
125.05
124.10.14
124.02 124.47
124.71
123.94
123.97
123.95
123.84 123.81
123.72
123.75
123.85
123.98
123.92
125.42
124.49 124.45
123.88 124.34
123.948
124.97
124.83
124.85
125.28
125.32
125.33
125.01
124.85
125.03
125.36
125.48
125.43
125.49
125.51
125.46 125.45
125.48
125.38
125.45
125.34
125.23
125.18
125.21
125.26
125.32
126.06
125.62
125.69
125.06
125.19
125.22
125.24
125.25
125.32
125.28
125.23
125.27
125.33
125.31
125.32
125.33
125.39
125.33
125.23
125.16
125.25
125.28
125.27
125.35
125.47
125.41
125.14
124.73
124.77
124.10 124.07
123.99 124.48
124.62
124.63
124.0516
124.14124.44
124.076
124.45
124.15
124.56 124.58
124.64
124.94
124.89
124.91
124.92 124.46
124.42
124.38
124.65
124.58
124.55 124.59
124.93
124.92
124.90
124.88 124.51
124.48
124.52
124.30
124.66
124.03 124.44
124.13 124.15
124.67
124.57 124.46
125.13
125.11
125.11
125.70
125.79
125.93
125.81
125.92
125.71
125.85
125.17
125.36
125.26
125.28
125.33
125.38
125.37
125.33125.29
125.31
125.33
125.30
125.48
125.42
125.66
125.43 125.40 125.35
125.22
125.33
125.22
125.34
124.78
124.98
125.00
124.99
124.33
124.55
124.42
124.45
124.44
124.92
124.87
125.63
125.80
125.68
125.74
125.80
125.85
125.93
125.84 125.75
125.80
126.30
125.83
125.58
125.58
125.72
125.70
125.70
125.68
125.68
125.59
125.58
125.64
125.60
125.60
125.57
125.94
124.55
124.078
124.39 123.93
124.464124.45
124.47
124.39
124.33
124.47
124.37
124.29
124.01
123.87 123.94
124.01
124.36
124.02
124.42
123.8675
123.93
124.28
123.93 123.94
124.313
124.34 124.37
124.22123.91
124.33
124.43
123.8592
124.01399
124.43
124.06
124.29
124.21 124.24
124.09 124.51
124.54
124.17
124.23 124.14
124.23 124.26
124.28124.62
124.32
124.20
124.48
124.63
124.68
124.24
124.84
125.54
125.40
125.28
125.30 125.28
125.29
125.11 125.25
124.37 123.85 123.97 123.98
124.59
124.58
124.22
123.89 123.841 123.73 124.15
124.07 124.29
123.99 123.42 123.59 123.64
124.04
123.91 123.79 123.82 123.57 124.09 124.04
124.72
125.15
124.09
124.13
124.64124.68
124.95 124.95
125.07
125.04 125.08125.08 125.18
125.15 125.36
125.30
124.33 124.66
125.05
125.15 125.14 125.04 125.00 124.97 124.96 124.95 124.92 124.93 124.94 124.82
124.68 124.72
124.59
124.38124.28
124.33 124.40
124.89
125.25
125.08
125.20 125.22 125.16
125.18
125.01
124.92
124.55
124.53
124.15124.12 124.17 124.32 124.18 124.29 124.28
124.42 124.49
124.52
124.49
125.26
123.54123.85 123.4134 123.54 123.5749 123.42 123.51 123.53 123.60 123.85 123.56 124.01
124.18
125.15 125.11
124.82 125.32
125.25 127.95 124.98
123.84 123.80
124.36
125.10
123.84124.46
124.00
124.55
123.96124.59
124.81 125.29
124.07
124.94
123.69
123.40 123.83 123.48 123.56
123.27 123.76 123.47 123.42
123.40 123.33
123.23 123.75
123.70
123.38
123.42 123.36
123.2837
123.33123.68
123.84123.92 124.65
123.44
124.11
124.67
123.96
123.62
123.62
124.45
124.67
124.53
123.54124.13 124.31
124.54
123.56
123.86
123.55 123.53 123.52 123.36 123.77 123.30 123.74 123.54 123.51 123.81 123.38 123.31 123.30 123.45 123.43 123.33
123.68
123.28 123.23
123.12 123.62123.66
123.30 123.23123.10 123.56123.74
123.96 123.77
123.76
123.75 123.71
123.72 123.67
123.32 123.27
123.42
123.54
123.50
123.40 123.58
123.42
123.51
123.46
123.66 123.38 123.85
123.54 123.08
123.18
123.27
123.85123.65 123.24
123.337
123.70
123.34 123.36 123.34 123.72
123.32 123.465
123.82 123.46 123.52 123.46
124.05
123.654 123.96 123.53
124.03 123.72 123.60 123.60
122.70
123.75
123.40
123.93
123.68
123.95
123.84
123.81
123.94
123.44 123.42
123.90
123.93
123.81
124.04
123.89124.08
123.71
123.89
123.48 123.32 123.28 123.5518
123.78 123.80 123.74 123.71
123.64 123.19 123.331
123.84
123.55 123.83
123.57 123.24123.2518 123.396 123.57
123.69
123.73
123.76
123.31 123.30
123.74
123.73 123.67
123.82123.70 123.26
123.46 123.48
123.84
123.86
123.82123.69 123.24 123.426
124.86 124.90
125.12
125.02
125.00
125.04 124.72
124.70
124.61
125.24 124.74
125.22 124.74
125.17 124.71
125.20
124.84 124.79 MBMBMB 12"SD
12"SD
36"SD 18"SD
18"SD 18"SD
8"SS
DEMO LIMITS (TYP) 6"SS
DEMO LIMITS
(TYP)
DEMO LIMITS
(TYP)
6"SS
DEMO EX MOW
CURB (TYP)
DEMO EX
CURB RETURN
DEMO & REMOVE
LANDSCAPING AS
NEEDED FOR
GRADING AND
SIDEWALK (TYP)
SSMH
RIM=123.95
6"INV=117.86(N)
8"INV=117.87(S)
SSMH
RIM=124.60
6"INV=118.99(N)
6"INV=119.01(S)
4"INV=119.32(NE)
SDMH
RIM=123.80
36"INV=110.36(N)
36"INV=110.67(S)
18"INV=112.21(E)
18"INV=113.76(W)
12"INV=118.14(S)
SDMH
RIM=123.73
18"INV=116.55(W)
18"INV=116.38(E)
SDDI
RIM=123.81
8"INV=121.23(SE)
8"INV=121.16(SW)
12"INV=121.09(NW)
SDCB
TC=123.89
12"INV=119.34(N)
12"INV=119.34(W)
SDCB
TC=123.60
12"INV=120.62(E)
DEMO AND REMOVE
EX FIRE HYDRANT
DEMO & REMOVE
EX DRAIN INLET
1955 7TH STREET
OWNER: FREEMAN
APN: 018-019-34
125.35
124.94
125.24
124.72
124.52
124.36
124.81 125.05 125.09 125.10
125.04125.02
125.07 124.94
125.02
125.67 125.65 125.67 125.62
125.67 125.76
125.23125.39
124.93
125.41
125.57
125.42
125.48
125.46 125.38
125.42
125.38
125.36
125.37
125.59
125.34
125.78
125.84
125.90
125.82
125.79
125.85
125.88
125.83
125.80
126.18
125.64
125.56
125.76
125.58
126.00
126.14
125.01
126.10
126.13
126.28
126.28
126.17
126.32
126.42
126.28
126.24 126.46
126.02
126.26
126.16
126.17
126.21
126.14
126.22
126.22
126.15
126.15
126.14
126.18
126.33
126.28
125.51
126.05
126.06
126.21
126.19
126.26
126.06
125.69
125.65
125.76
126.01
126.71
126.18
126.25
126.01
126.73
125.85
125.67
125.88
125.87
125.46 125.45
125.32 125.83 125.78
125.65
125.13
125.09 125.10
125.14
125.06
125.16
124.81 124.55 124.52
124.38 124.50
124.83
124.82
125.46
125.96
125.92
125.93
126.05
125.958
126.01 126.00
126.03
126.05
126.01
126.44
126.39
126.47 126.48 126.49
126.24 126.06 125.93 125.71
125.49
124.78
125.25
125.36 125.38
125.26
125.37 125.35
125.38
125.36
125.55125.72 125.86 125.99 126.05126.22
126.48
126.46126.44
126.47 126.46
126.04
125.73
125.38
125.66
126.19
125.04
125.18
124.84
124.85
124.65 124.52
124.62 124.65
124.92
125.19
125.04
125.11
125.08
125.64
125.03 125.23 125.22
125.34
125.22
125.69
125.90
126.09598
125.60 125.08
125.20 125.23
125.51
124.96
124.81
124.66
124.4028
124.397
124.94
125.39
124.93 125.37
125.48
125.52
125.38
125.75
126.19
125.87
125.95 126.40
126.42
126.49 126.54 126.34
126.48
126.40 126.41
126.49
126.49
126.56
126.65
126.16
125.97
125.62
125.53
125.38
125.14
125.07
125.09
125.46
125.38
125.07
125.24 125.35
125.12
125.41 125.17
125.08
125.65
125.47
125.42
125.41
125.67
125.68125.72
125.70
125.45
125.58
125.71
125.70
125.71
125.55
125.59
125.31
125.85
126.17
126.24
126.23
125.72
125.85
126.24
126.08
126.06
125.96
125.92
126.07
126.15
126.26
126.11
126.10
126.19
126.22
125.83
126.23
126.28
126.31
126.19
126.06
125.97
125.93
125.36
125.46
125.68
125.89
125.79
125.69
125.61
125.54
125.45
125.55
125.60
125.85
125.97
125.58
125.38
125.59 125.60125.62
125.053
124.89
125.04
125.67
125.51
125.16
125.02 125.17
125.23
125.52125.56
125.10
125.00
125.37
125.22
125.70
125.23 125.06
125.24 125.26
125.55
125.30
125.74
126.60
126.34126.41
125.67
125.76
126.25
126.13
126.56
125.70
126.04
126.14
126.26
126.22
126.28
126.11
125.66
125.68
125.65
125.78
125.45
125.56
125.59
125.56
125.60
125.60
125.43
125.42
125.45
125.08
125.31
125.37
125.26 125.28
125.33
125.23
125.31
125.19
125.16
125.21
125.28 125.24
125.15 125.17
125.19
125.13
125.14
125.07
125.27
125.42
125.61
125.36125.40
125.32
125.18
125.23
125.12
125.38
125.49
125.46
125.41
125.39
125.47
125.46
125.36
125.48
125.48
125.47
125.42
125.51
125.95
125.62
125.64
125.88
125.32
125.28
125.70
125.30
125.58
125.70
125.40
125.40
125.38
125.14
125.04
125.42
125.86
125.92
125.24
125.45
125.05 125.04
124.88
125.37
125.48 125.62
126.10
126.54
126.46
126.18
126.42
126.27
126.24
125.97
125.58
125.55
125.77
125.51
125.28
125.74
125.18
125.47
126.17
126.17
126.44
125.38
125.25
124.85
124.92 124.82
124.97
124.94
124.96
124.80
125.276
124.98
125.42
125.42
125.40
125.28
125.39
125.50
125.62
125.36
125.32
125.40 125.13
125.09
125.20
124.88 124.90
124.72 125.16
125.31
124.84 124.71 124.83
124.86
125.11
124.70
124.80 124.75 124.88 124.83
124.69
125.14
124.86
125.35 125.29
125.95
126.16
126.00
125.34
125.34
125.37
126.44
126.30
125.48
126.32
125.15
125.14 124.70 124.67 124.51 124.87
125.26
124.93
124.86 124.77
124.83
124.90
125.07
124.83 124.76
124.79 124.95
125.15
124.62 124.54 124.6890
125.19
124.89
124.74
124.8562
124.58 124.64124.96
125.14
125.11
125.16 125.21 125.31
125.97 126.03
125.98
125.23
125.65125.63 125.60 125.74 125.56 125.25 125.62 126.00 125.65 125.56 126.00 125.12
124.93 124.48 124.61
124.96
124.80 124.76
125.35
125.44
124.83
124.99 125.04
124.65
124.82124.84 124.87
124.90
124.83 124.90
124.87
124.70
124.96
124.93 125.02
125.04
124.75 124.68 124.68
124.86
124.356 124.21 124.30
124.40124.70
124.88
124.87124.88
125.29
124.74124.42 124.3146 124.35 124.28 124.32
124.70 124.63124.31
124.94 124.82
124.98
125.00
124.93 124.94 124.98
125.10124.99
125.08
125.41
124.92
124.98124.87
124.96 124.90 124.92
124.75
124.89
124.33 124.73 124.404
125.00
124.91
124.93
125.15
125.41
125.12
125.00 125.04 124.72 124.70
125.42
125.33 125.25
125.28 125.28
125.28 125.31
125.37 125.32 125.44125.58 125.60
125.47
125.60
125.59
125.12
125.16
125.05
124.97
124.96 124.86
124.99
125.14125.33
125.19
125.17
125.08
125.07 125.12
124.94 124.89 125.01 124.98 125.10
125.02
124.95
124.94
124.97
124.93 124.99 125.02 125.11
125.46
124.98
124.88
124.81
125.05 124.74 124.82
124.94 124.62
125.51
126.22
126.45 126.39 126.30 126.41 MBMB MBMB MB
MB
36"SD 24"SD
8"SS 8"SS 8"SS
DEMO LIMITS
(TYP)
SSMH
RIM=125.34
8"INV=121.20(N)
8"INV=121.17(S)
DEMO EX
CURB RETURN
DEMO EX
CURB RETURN
DEMO EX
DW (TYP)
REMOVE AND
RELOCATE
MAILBOXES AS
NEEDED (TYP)
DEMO
LANDSCAPING
AS NEEDED FOR
GRADING AND
SIDEWALK (TYP)
DEMO & REMOVE
EX FIRE HYDRANT
SSMH
RIM=125.76
8"INV=120.52(N)
8"INV=120.60(E)
8"INV=120.55(S)
SSMH
RIM=124.94
8"INV=121.81(N)
4"INV=121.96(NE)
4"INV=121.99(SE)
4"INV=122.00(SW)
SDMH
RIM=125.58
36"INV=109.27(N)
36"INV=109.35(S)
24"INV=110.04(E)
SDCB
TC=124.36
12"INV=121.09(NW)
SDMH
RIM=124.52
36"INV=109.95(N)
36"INV=110.06(S)
24"INV=110.85(E)
12"INV=120.93(SE)
HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567
Know what'sbelow. Callbefore you dig.
R
811 / 800-227-2600
5TOPOGRAPHY AND DEMOLITION
TOPOGRAPHY & DEMOLITION PLAN
1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN FROM RECORD DRAWINGS & FIELD SURVEY INFORMATION. PRIOR TO
CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THESE PLANS.
NOTIFY THE ENGINEER OF ANY DISCEPANCIES OR CONFLICTS AS SOON AS ENCOUNTERED. POT HOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DISTRICT
STAFF TO DETERMINE IF UTILITIES CAN BE REMOVED OR IF THEY NEED TO BE RE-ROUTED.
2. UNLESS OTHERWISE IDENTIFIED ALL EXISTING FACILITIES SHOWN IN
THE TOPOGRAPHIC AND DEMO PLAN ARE TO BE PRESERVED AND
PROTECTED DURING CONSTRUCTION. CONTACT DESIGN ENGINEER IF
FACILITIES SHOWN TO REMAIN COME IN CONFLICT WITH PROPOSED IMPROVEMENTS.
3. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND
ADDITIONAL CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A." LOCATION SERVICES ARE LOCATED AND MARKED
PRIOR TO START OF EXCAVATION.
4. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.
5. ANY DAMAGE TO EXISTING UTILITIES WILL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
6. ANY DAMAGE TO EXISTING SIDEWALK, CURB OR GUTTER WILL BE
SOLE RESPONSIBILITY OF THE CONTRACTOR, WITH REPLACEMENT TO BE DETERMINED BY THE ENGINEER.
7. CONTRACTOR SHALL ADJUST EXISTING MANHOLE RIMS, WATER VALVES, AND MONUMENT BOXES TO FINISH GRADE.
8. ALL SAWCUTS SHALL BE MADE AT EXISTING EXPANSION OR
WEAKENED PLANE JOINTS WITH APPROVAL PENDING CITY
REPRESENTATIVE.
9. SEWER LATERALS - LOCATIONS UNKNOWN. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR DISCOVERY, ALIGNMENT, AND LOCATION
VERIFICATION. LATERALS SHALL BE REPLACED FROM THE MAIN TO
THE BACK OF WALK WHENEVER SEWER MAIN IS BEING REPLACED, PER DETAIL 4-A.
DEMO LIMITS
NOTES LEGEND MATCH LINE: SEE ABOVE PROJECT LIMITS MATCH LINE: SEE BELOW MATCH LINE: SEE SHEET 6 NORTH 0 20
10 EX GAS - USE
CAUTION
EX GAS - USE
CAUTION
STEEPLECHASE
DRIVE
FOX ROAD
DEMO EXISTING PAVEMENT
DEMO EXISTING CONCRETE
EXISTING PAVEMENT
TRENCH CUT & BACKFILL
PER STD. DWG. 6-H (TYP)
125.24
125.03
125.50
125.91 125.45
125.686
126.12
125.85 125.80
125.89
125.53
125.49
125.47
125.37 124.91
125.084
125.53
125.19
125.28 125.22 125.379
125.33
125.61
126.10
125.26
125.02 124.59
124.7368 124.78
125.21
124.77 124.76 124.74
124.57 125.04
125.25
125.95
125.41 125.84
125.58 125.55
125.61
126.14 126.13
125.58
125.67
125.66
125.32
125.26
125.66
125.09
125.01 125.02 125.220
125.15125.35
125.26 125.11
125.00
125.28
125.897
125.3228
125.38
125.41
125.70
125.66
125.83
125.40
124.99 125.02 124.99
125.06
125.18
125.67
125.543
125.89 125.49
125.62
126.13
126.21
126.10
125.63 126.10
125.8379
125.90
125.92
125.95
125.54
125.53
125.41 125.289
125.3840
125.26
125.52
125.261
125.06 125.49
125.41
125.24
125.48
125.72125.29
126.00126.00
126.02125.98
126.04125.95
126.06
126.04
126.01
126.20
126.28
125.99
126.16
125.95
125.96 125.96
126.09
126.52
126.54
126.13
125.4856
125.56
125.95
125.667
125.98
125.58
126.13
126.43
125.81
126.03
125.73
125.6770
125.97
125.60
125.56
125.58
125.53
125.95
125.98 125.97
125.95 125.97
126.28
126.30
126.20
126.34
126.33
125.70
126.03
125.54
126.34
126.57
125.90
126.38
126.22 126.24
126.20
126.086
126.00
126.06 126.04
126.05
126.13126.22
126.06
125.94
126.00
126.11
125.56
125.75 125.74
125.62
125.65
125.67
126.06
126.03
126.02
126.27
125.78
126.16
125.81
125.786
125.59 126.06
126.22
126.78
126.08
126.20 126.16
126.68
125.74
125.74
125.67
125.85
126.21 126.18
126.61
126.16
125.76
126.245
126.49
125.91
126.18
125.85
125.79
125.65
126.29
126.08
126.30
126.18
125.69
126.03
126.15
125.74
125.77
125.72 125.73
125.70
126.04
125.81
126.03
125.69 125.80
125.93
125.58
125.70
126.13
126.20
126.05
125.75
126.03
126.08
126.22126.15
126.40
125.90
125.62
125.74
125.85
126.25
126.22
126.20
125.84 125.86
125.99 126.00 126.04
126.08
126.18 126.08
126.13
126.12
126.17
126.22
126.14
125.93 125.82
125.90
125.94
126.20
125.91
125.91 125.87
125.71 125.83
126.31
126.21
126.28
126.31
126.76
125.81
125.72
126.14
126.26
126.24
126.58
126.63
126.34
126.21
125.73
125.98 125.96
126.12
126.41
126.08 125.95 126.02 126.11
126.00 126.12
125.98
126.28 126.17
126.42 126.28
126.40 126.28
126.32
126.10 126.12
126.41
126.46 126.44 126.45 126.48 126.44 126.26126.42 126.30 126.32 126.37 126.35
126.35
126.42 126.42
126.37126.35
126.39126.38
126.26 126.52 126.56 126.55 126.48 126.19 126.23
126.36
126.24 125.93
125.68
126.24
126.09
126.14
126.15
126.23
125.86 125.842
125.66
126.12
126.32
126.15
125.80
125.84 125.83126.19
126.37
126.66 126.77
126.35126.34
126.90
126.26126.31
126.6259126.54 126.58
126.73126.87 126.75 126.80 126.72 126.62
126.40
126.84
126.73
126.11 125.55 125.72 125.74
125.92
126.10
125.97
126.08 126.17
126.19 126.10 126.17 126.31 126.21 126.27 126.14 126.26 126.17 126.17 126.39
126.66 126.76126.71 126.65 127.24
127.10
122.73
127.27 127.06 126.92
126.12 126.19 126.22 126.24
126.32
126.28
126.36
126.63
126.65 126.65
126.64 126.52 126.54
126.70 126.52 126.57
126.59 126.76
126.72
126.06
126.15
126.45
126.33
126.33
126.38
126.24
126.29
126.31
126.52
126.53
126.58
126.56
126.67
126.64
126.59
126.57
126.43
126.48
125.97
125.98
125.92
125.91
126.26
126.03
126.28
126.18
126.28126.25
126.17
126.37
126.36
126.34
126.31
126.00
126.12 126.13
125.83 125.95 126.02
125.82
125.84
126.03126.02
126.12126.23
126.10
126.20
126.29
126.20
126.22
125.94 125.87
125.74
126.19
125.54
125.48
125.50
125.49
125.71
125.70
125.72125.71
125.80
125.81
125.84
125.82
125.79
125.85
125.92
125.92
125.84
125.86
125.92
125.96
126.00125.96
126.13
125.80
125.88
125.67
125.35
125.33
125.55
125.51
125.84
125.86
125.86
125.79
125.97
126.06
126.10
126.11
126.05
126.01
126.11
126.17
126.20
126.22
125.78
125.14
124.80
124.83
125.06
126.38
126.41
126.92126.77 126.47
126.63
127.21 127.17
126.93
126.49
126.34 126.25
125.87125.52
125.49125.58 125.89
125.97125.59 125.62
125.71
126.06
125.54
125.70 125.71
126.07
125.86 125.87
126.24
126.34 126.82 126.65
126.29 126.47 126.39
125.84 125.91
125.93 125.85
125.85 125.97
125.99 125.80
125.79
125.67
126.16
126.95
126.01
126.99
127.55 127.68 127.10
126.02 126.09 126.11
125.50
125.40
125.57
126.06
126.11
125.76 125.66
126.19
126.08
126.44
126.13
126.22 126.24 126.28 126.28 126.10
126.57 126.38 125.98
126.48
126.01 126.30
126.71
125.87
126.51 126.96 MB
MB
36"SD 36"SD
36"SD 24"SD
8"SS 8"SS 8"SS 12"SS 12"SS
12"SS
SSMH
RIM=126.15
8"INV=119.14(N)
6"INV=119.27(SE)
CURB RETURN
DEMO EX MOW
CURB (TYP)
DEMO EX
DW (TYP)
DEMO PAVEMENT
LIMITS
DEMO AND REMOVE
EX FIRE HYDRANT
DEMO EX
CONC (TYP)
SSMH
RIM=126.28
8"INV=121.47(N)
8"INV=121.37(S)
4"INV=124.29(N)
SSMH
RIM=125.80
12"INV=111.88(N)
12"INV=112.07(E)
8"INV=112.20(W)
SSMH
RIM=126.13
12"INV=112.22(E)
12"INV=112.20(SE)
12"INV=112.21(W)
8"INV=113.06(N)
8"INV=118.10(S)
SDMH
RIM=126.06
36"INV=108.89(N)
36"INV=108.69(S)
SDMH
RIM=125.88
BOTTOM=109.10
SDMH
RIM=125.67
36"INV=108.26(N)
36"INV=108.27(S)
24"INV=110.81(E)
1725 7TH STREET
OWNER: BARRAZA
APN: 018-019-005
HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567
Know what'sbelow. Callbefore you dig.
R
811 / 800-227-2600
6TOPOGRAPHY AND DEMOLITION
TOPOGRAPHY & DEMOLITION PLAN
1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN FROM RECORD DRAWINGS & FIELD SURVEY INFORMATION. PRIOR TO
CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THESE PLANS.
NOTIFY THE ENGINEER OF ANY DISCEPANCIES OR CONFLICTS AS SOON AS ENCOUNTERED. POT HOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DISTRICT
STAFF TO DETERMINE IF UTILITIES CAN BE REMOVED OR IF THEY NEED TO BE RE-ROUTED.
2. UNLESS OTHERWISE IDENTIFIED ALL EXISTING FACILITIES SHOWN IN
THE TOPOGRAPHIC AND DEMO PLAN ARE TO BE PRESERVED AND
PROTECTED DURING CONSTRUCTION. CONTACT DESIGN ENGINEER IF
FACILITIES SHOWN TO REMAIN COME IN CONFLICT WITH PROPOSED IMPROVEMENTS.
3. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND
ADDITIONAL CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A." LOCATION SERVICES ARE LOCATED AND MARKED
PRIOR TO START OF EXCAVATION.
4. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.
5. ANY DAMAGE TO EXISTING UTILITIES WILL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
6. ANY DAMAGE TO EXISTING SIDEWALK, CURB OR GUTTER WILL BE
SOLE RESPONSIBILITY OF THE CONTRACTOR, WITH REPLACEMENT TO BE DETERMINED BY THE ENGINEER.
7. CONTRACTOR SHALL ADJUST EXISTING MANHOLE RIMS, WATER VALVES, AND MONUMENT BOXES TO FINISH GRADE.
8. ALL SAWCUTS SHALL BE MADE AT EXISTING EXPANSION OR
WEAKENED PLANE JOINTS WITH APPROVAL PENDING CITY
REPRESENTATIVE.
9. SEWER LATERALS - LOCATIONS UNKNOWN. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR DISCOVERY, ALIGNMENT, AND LOCATION
VERIFICATION. LATERALS SHALL BE REPLACED FROM THE MAIN TO
THE BACK OF WALK WHENEVER SEWER MAIN IS BEING REPLACED, PER DETAIL 4-A.
NOTES LEGEND MATCH LINE: SEE SHEET 5 PROJECT LIMITS NORTH 0 20
10 EX GAS - USE
CAUTION EX GAS - USE
CAUTION
METCALF WAY
DEFOREST COURT
DEMO LIMITS
DEMO EXISTING PAVEMENT
DEMO EXISTING CONCRETE
EXISTING PAVEMENT
12"SD MBMBMB
±123.5
MA
±123.7
MA
±123.6
MA
±123.7
MA
±124.2
MA
±123.9
MA
±124.1
MA
±124.1
MA
±124.5
MA
±124.6
MA
±124.6
MA
±124.6
MA
.0035 .0023 .0150 .0187 .0150
124.38
RIM
124.04
RIM
124.49
TC-LP
124.34
CL
124.79
TC-HP
124.38
TC-BC
124.49
TC-EC
±124.3
TC-MA
123.83
TC-BC
±123.7
TC-MA
124.19
CL
123.86
CL
123.51
CL
123.47
CL
123.51
CL
±123.6
TC-MA
±123.9
TC-MA
±123.6
TC-MA
123.65
TC-EC
123.63
TC-BC
123.70
TC-EC
123.73
TC-BC 12"SD MBMB MB MB MB
±124.6
MA
±124.9
MA
±126.0
MA
±125.7
MA
±124.8
MA
±124.6
MA
±125.8
MA
±126.0
MA
.0023 .0023 .0150.0023 .0023 .0018
.029
.026
124.84
RIM
125.73
RIM
124.88
TC-CB
125.96
TC-GB
125.71
TC
125.78
CL
125.61
CL
124.99
CL
125.34
CL
HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567
Know what'sbelow. Callbefore you dig.
R
811 / 800-227-2600
7PAVING AND GRADING
PAVING & GRADING PLAN
1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN FROM RECORD DRAWINGS & FIELD SURVEY INFORMATION. PRIOR TO
CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THESE PLANS.
NOTIFY THE ENGINEER OF ANY DISCEPANCIES OR CONFLICTS AS SOON AS ENCOUNTERED. POT HOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DISTRICT
STAFF TO DETERMINE IF UTILITIES CAN BE REMOVED OR IF THEY NEED TO BE RE-ROUTED.
2. UNLESS OTHERWISE IDENTIFIED ALL EXISTING FACILITIES SHOWN IN
THE TOPOGRAPHIC AND DEMO PLAN ARE TO BE PRESERVED AND
PROTECTED DURING CONSTRUCTION. CONTACT DESIGN ENGINEER IF
FACILITIES SHOWN TO REMAIN COME IN CONFLICT WITH PROPOSED IMPROVEMENTS.
3. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND
ADDITIONAL CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A." LOCATION SERVICES ARE LOCATED AND MARKED
PRIOR TO START OF EXCAVATION.
4. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.
5. ANY DAMAGE TO EXISTING UTILITIES WILL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
6. ANY DAMAGE TO EXISTING SIDEWALK, CURB OR GUTTER WILL BE
SOLE RESPONSIBILITY OF THE CONTRACTOR, WITH REPLACEMENT TO BE DETERMINED BY THE ENGINEER.
7. CONTRACTOR SHALL ADJUST EXISTING MANHOLE RIMS, WATER VALVES, AND MONUMENT BOXES TO FINISH GRADE.
8. ALL SAWCUTS SHALL BE MADE AT EXISTING EXPANSION OR
WEAKENED PLANE JOINTS WITH APPROVAL PENDING CITY
REPRESENTATIVE.
9. PEDESTRIAN RAMP LANDINGS (DOMES) SHALL BE 1% MINIMUM.
NOTES LEGEND MATCH LINE: SEE ABOVE PROJECT LIMITS MATCH LINE: SEE BELOW MATCH LINE: SEE SHEET 8 NORTH 0 20
10 STEEPLECHASE
DRIVE
FOX ROAD
PAVEMENT - 3"AC/6"AB
CONCRETE - 4" SIDEWALK
CONCRETE - 6" DRIVEWAY
RUBBERIZED CAPE SEAL
PEDESTRIAN RAMP, CASE "A"
PER DWG. 3-J, SHEET 3
TC = 21'
PEDESTRIAN RAMP, CASE "A"
PER DWG. 3-J, SHEET 3
TC = 21'
PEDESTRIAN RAMP, CASE "C"
PER DWG. 3-L, SHEET 3
RESIDENTIAL DRIVEWAY,
PER DWG. 3-I, SHEET 3,
6' WINGS WITH DEPRESSED
BACK OF WALK
6' 20' 6' 17' 10' 6' 22' 6'
RESIDENTIAL DRIVEWAY,
PER DWG. 3-I, SHEET 3,
6' WINGS WITH DEPRESSED
BACK OF WALK
6' 25' 30' 6'
MODIFIED RESIDENTIAL DRIVEWAY,
6' WINGS WITH DEPRESSED
BACK OF WALK
6' 23' 6' 6' 31' 6' 6' 30' 6' 6' 26' 6' 6' 30' 6'
RESIDENTIAL DRIVEWAY,
PER DWG. 3-I, SHEET 3,
6' WINGS WITH DEPRESSED
BACK OF WALK
CURB, GUTTER & SIDEWALK
STD. DWG. 3-A & 3-C, SHEET 3
(TYP)
CONCRETE - CURB & GUTTER
SIDEWALK W/ 6" (MAX)
RETAINING CURB
STD. DWG. 3-C, SHEET 3
TC = 10'
120.8' 13'
2.5'
PEDESTRIAN RAMP, CASE "A"
PER DWG. 3-J, SHEET 3
PEDESTRIAN RAMP, TC = 20'
CASE "A" PER DWG. 3-J,
SHEET 3, TC = 21'
PEDESTRIAN RAMP,
CASE "A" PER DWG. 3-J,
SHEET 3, TC = 23' PEDESTRIAN RAMP, CASE "A"
PER DWG. 3-J, SHEET 3
TC = 20'
8.8' 26.7' 6' 30' 6' 6' 20' 6' 6' 20' 6' 6' 20' 6'
CONNECT TO EX
ACCESS PATH
RESIDENTIAL DRIVEWAY,
PER DWG. 3-I, SHEET 3,
6' WINGS WITH DEPRESSED
BACK OF WALK
RESIDENTIAL DRIVEWAY,
PER DWG. 3-I, SHEET 3,
6' WINGS WITH DEPRESSED
BACK OF WALK
CURB, GUTTER & SIDEWALK
STD. DWG. 3-A & 3-C, SHEET 3
(TYP)
MB
MB
.0018 .0018 .0031 .0025
126.18
RIM
126.51
TC-HP
126.26
TC
126.11
TC-BC
126.00
TC-BC
126.09
TC-EC
126.07
TC-EC
±126.0
TC-MA
126.33
CL
126.13
CL
126.08
CL
HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567 Know what'sbelow. Callbefore you dig. R
811 / 800-227-2600 8PAVING AND GRADING MATCH LINE: SEE SHEET 7 PROJECT LIMITS PAVING & GRADING PLAN NORTH 0 20
10 METCALF WAY
DEFOREST COURT
1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN FROM RECORD DRAWINGS & FIELD SURVEY INFORMATION. PRIOR TO
CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THESE PLANS.
NOTIFY THE ENGINEER OF ANY DISCEPANCIES OR CONFLICTS AS SOON AS ENCOUNTERED. POT HOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DISTRICT
STAFF TO DETERMINE IF UTILITIES CAN BE REMOVED OR IF THEY NEED TO BE RE-ROUTED.
2. UNLESS OTHERWISE IDENTIFIED ALL EXISTING FACILITIES SHOWN IN
THE TOPOGRAPHIC AND DEMO PLAN ARE TO BE PRESERVED AND
PROTECTED DURING CONSTRUCTION. CONTACT DESIGN ENGINEER IF
FACILITIES SHOWN TO REMAIN COME IN CONFLICT WITH PROPOSED IMPROVEMENTS.
3. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND
ADDITIONAL CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A." LOCATION SERVICES ARE LOCATED AND MARKED
PRIOR TO START OF EXCAVATION.
4. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.
5. ANY DAMAGE TO EXISTING UTILITIES WILL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
6. ANY DAMAGE TO EXISTING SIDEWALK, CURB OR GUTTER WILL BE
SOLE RESPONSIBILITY OF THE CONTRACTOR, WITH REPLACEMENT TO BE DETERMINED BY THE ENGINEER.
7. CONTRACTOR SHALL ADJUST EXISTING MANHOLE RIMS, WATER VALVES, AND MONUMENT BOXES TO FINISH GRADE.
8. ALL SAWCUTS SHALL BE MADE AT EXISTING EXPANSION OR
WEAKENED PLANE JOINTS WITH APPROVAL PENDING CITY
REPRESENTATIVE.
9. PEDESTRIAN RAMP LANDINGS (DOMES) SHALL BE 1% MINIMUM.
NOTES LEGEND
PAVEMENT - 3"AC/6"AB
CONCRETE - 4" SIDEWALK
CONCRETE - 6" DRIVEWAY
RUBBERIZED CAPE SEAL
CONCRETE - CURB & GUTTER
TC = 10'
TC = 10'
6' 20' 6' 6' 19.4' 6' 6' 20' 6' 6' 15.8' 6'
16.8' 10.5' 23.3' 5.8'
11.8' 7.7' 10.5' 9.3' 5.8'
RESIDENTIAL DRIVEWAY,
PER DWG. 3-I, SHEET 3,
6' WINGS WITH DEPRESSED
BACK OF WALK CURB, GUTTER & SIDEWALK
STD. DWG. 3-A & 3-C, SHEET 3
(TYP)
RESIDENTIAL DRIVEWAY,
PER DWG. 3-I, SHEET 3,
6' WINGS WITH DEPRESSED
BACK OF WALK
MBMBMB 12"SD 12"SD
36"SD 18"SD 18"SD 18"SD
8"SS
SSMH
RIM=123.95
6"INV=117.86(N)
8"INV=117.87(S)
SDMH
RIM=123.80
36"INV=110.36(N)
36"INV=110.67(S)
18"INV=112.21(E)
18"INV=113.76(W)
12"INV=118.14(S)
SDMH
RIM=123.73
18"INV=116.55(W)
18"INV=116.38(E)
SDCB
TC=123.89
12"INV=119.34(N)
12"INV=119.34(W)
SDCB
TC=123.60
12"INV=120.62(E)
1955 7TH STREET
OWNER: FREEMAN
APN: 018-019-34
8"SS
260 LF SS 8" SS
CONNECT TO EXISTING &
STUB FOR FUTURE
8"W 8"W 8"W 8"W
8" INSERTION VALVELOCATION BY CONTRACTOR
8" INSERTION VALVELOCATION BY CONTRACTOR
8" INSERTION VALVELOCATION BY CONTRACTOR
CONNECT TO EXISTING &
STUB FOR FUTURE
CONNECT TO
EX 8" WATER
482 LF 8" WATER
FIRE HYDRANT
ASSEMBLY (5-W.3) 8"W 34.17 LF 8" WATER 12"SD WATER WATER WATER WATER WATER 6"SS 8"W
218 LF 8" WATER MBMB MB
36"SD
SDCB
TC=124.36
12"INV=121.09(NW)
SDMH
RIM=124.52
36"INV=109.95(N)
36"INV=110.06(S)
24"INV=110.85(E)
12"INV=120.93(SE)
8"SS
410 LF 8" SS
8"W
366 LF 8" WATER
FIRE HYDRANT
ASSEMBLY (5-W.3)
REPLACE SS
LATERAL TO
BOW (TYP) 12"SD WATER WATER WATER WATER WATER WATER WATER WATER HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567 Know what'sbelow. Callbefore you dig. R
811 / 800-227-2600 9COMPOSITE UTILITY PLAN
COMPOSITE UTILITY PLAN MATCH LINE: SEE ABOVE PROJECT LIMITS MATCH LINE: SEE BELOW MATCH LINE: SEE SHEET 10 NORTH 0 20 10 NOTES
1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND
ADDITIONAL CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A" LOCATING SERVICES LOCATE AND MARK UTILITIES PRIOR TO THE START OF EXCAVATION.
2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES. ANY DAMAGE TO
EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
3. ANY DAMAGE TO EXISTING SIDEWALK, CURB OR GUTTER WILL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR, WITH REPLACEMENT TO BE DETERMINED BY THE ENGINEER.
4. ALL SAWCUTS OR REMOVAL LIMITS SHALL BE MADE AT EXISTING
EXPANSION OR WEAKENED PLANE JOINTS AND APPROVAL BY THE
ENGINEER.
5. THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW G-05'S FOR ALL EXISTING MONUMENTS AND EXISTING WATER VALVES. ALL VALVE AND MONUMENT BOXES SHALL BE ADJUSTED TO FINISHED GRADE.
6. THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW STORM DRAIN
AND SEWER MANHOLE FRAME AND GRATES FOR ALL MANHOLES
WITHIN THE PROPOSED PAVING LIMITS. ALL FRAME AND GRATES SHALL BE ADJUSTED TO FINISHED GRADE.
7. SEWER LATERALS - LOCATIONS SHOWN APPROXIMATE. ACTUAL LOCATIONS VARY, AND MANY ARE NOT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND DETERMINING
FINAL POINTS OF CONNECTION TO THE MAIN ALONG WITH
LOCATION AT THE PROPOSED BACK OF WALK. NEW LATERALS SHALL
BE INSTALLED PERPENDICULAR FROM MAIN TO BACK OF WALK
WHEREVER POSSIBLE, WITH A NEW SEWER CLEANOUT PER HUGHSON STANDARD DETAIL.
FOX ROAD
1" WATER SERVICE
W/ METER BOX
(TYP)
8" TEE W/
(3) 8" GV
8" CROSS W/
(4) 8" GV
SD CATCH BASIN
RIM = MATCH
12"INV =
SDMH
RIM = MATCH
12"INV = XXX.XX (E)
12"INV = XXX.XX (W)
36"INV = ±XXX.X (N/S)
SD CATCH BASIN
RIM = MATCH
12"INV =
SS LATERAL
SEE NOTE 7 (TYP)
1" WATER SERVICE
W/ METER BOX
(TYP)
1" WATER SERVICE
W/ METER BOX
(TYP)
SD CATCH BASIN
RIM = MATCH
12"INV =
CONNECT TO
EX SDMH
8"x6" TEE W/
(1) 8" GV
(1) 6" GV
MB
MB
36"SD 36"SD 24"SD
SDMH
RIM=125.58
36"INV=109.27(N)
36"INV=109.35(S)
24"INV=110.04(E)
SDMH
RIM=126.06
36"INV=108.89(N)
36"INV=108.69(S) MB MB
8"SS 8"SS
249 LF 8" SS 290 LF 8" SS 8"SS 36 LF 8" SS
8"W 8"W
163 LF 8" WATER
8"W
349 LF 8" WATER
CONNECT TO EXISTING &
STUB FOR FUTURE
8" INSERTION VALVELOCATION BY CONTRACTOR
FIRE HYDRANT
ASSEMBLY (5-W.3) WATER WATER WATER
WATER WATER WATER WATER WATER WATER WATER WATER 55 LF 8" WATER 36"SD 24"SD 12"SS 12"SS
12"SS
SSMH
RIM=125.80
12"INV=111.88(N)
12"INV=112.07(E)
8"INV=112.20(W)
SSMH
RIM=126.13
12"INV=112.22(E)
12"INV=112.20(SE)
12"INV=112.21(W)
8"INV=113.06(N)
8"INV=118.10(S)
SDMH
RIM=125.88
BOTTOM=109.10
SDMH
RIM=125.67
36"INV=108.26(N)
36"INV=108.27(S)
24"INV=110.81(E)
CONNECT TO EXISTING &
STUB FOR FUTURE
8" INSERTION VALVELOCATION BY CONTRACTOR
CONNECT TO
EX WATER
8" INSERTION VALVELOCATION BY CONTRACTOR WATER WATER WATER HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567 Know what'sbelow. Callbefore you dig. R
811 / 800-227-2600
10 COMPOSITE UTILITY PLAN
COMPOSITE UTILITY PLAN MATCH LINE: SEE SHEET 9 MATCHLINE: SEE BELOW NORTH 0 20 10 NOTES
METCALF WAY
DEFOREST COURT PROJECT LIMITS MATCH LINE: SEE ABOVE
STEEPLECHASE
DRIVE
8" TEE W/
(3) 8" GV
SSMH
RIM = XXX.XX
8"INV = XXX.XX(N)
8"INV = XXX.XX(E)
8"INV = XXX.XX(S)
8"x6" TEE W/
(1) 8" GV
(1) 6" GV
8" TEE W/
(1) 8" GV
8" TEE W/
(2) 8" GV
1" WATER SERVICE
W/ METER BOX
(TYP)
1" WATER SERVICE
W/ METER BOX
(TYP)
1" WATER SERVICE
W/ METER BOX
(TYP)
8" TEE W/
(1) 6" GV
CONNECT TO EX
SEWER, IN-LINE
1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND
ADDITIONAL CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A" LOCATING SERVICES LOCATE AND MARK UTILITIES PRIOR TO THE START OF EXCAVATION.
2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES. ANY DAMAGE TO
EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
3. ANY DAMAGE TO EXISTING SIDEWALK, CURB OR GUTTER WILL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR, WITH REPLACEMENT TO BE DETERMINED BY THE ENGINEER.
4. ALL SAWCUTS OR REMOVAL LIMITS SHALL BE MADE AT EXISTING
EXPANSION OR WEAKENED PLANE JOINTS AND APPROVAL BY THE
ENGINEER.
5. THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW G-05'S FOR ALL EXISTING MONUMENTS AND EXISTING WATER VALVES. ALL VALVE AND MONUMENT BOXES SHALL BE ADJUSTED TO FINISHED GRADE.
6. THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW STORM DRAIN
AND SEWER MANHOLE FRAME AND GRATES FOR ALL MANHOLES
WITHIN THE PROPOSED PAVING LIMITS. ALL FRAME AND GRATES SHALL BE ADJUSTED TO FINISHED GRADE.
7. SEWER LATERALS - LOCATIONS SHOWN APPROXIMATE. ACTUAL LOCATIONS VARY, AND MANY ARE NOT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND DETERMINING
FINAL POINTS OF CONNECTION TO THE MAIN ALONG WITH
LOCATION AT THE PROPOSED BACK OF WALK. NEW LATERALS SHALL
BE INSTALLED PERPENDICULAR FROM MAIN TO BACK OF WALK
WHEREVER POSSIBLE, WITH A NEW SEWER CLEANOUT PER HUGHSON STANDARD DETAIL.
MB
MB MB MB HUGHSON/PUBLIC/ 24-C05 JOB NO. DATE SCALE DR. BY CK. BY FILE:
SHEET
OF SHEETS 24-C05 7/1/2026 AS SHOWN NSNS11ENGINEERING PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 6-30-28 w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS 7TH STREET (FOX RD TO METCALF WAY) HUGHSON, CALIFORNIA 1234567
Know what'sbelow. Callbefore you dig.
R
811 / 800-227-2600
11 EROSION CONTROL PLAN FOX ROAD
7TH STREET NORTH
0 60
30 120
1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR THE DURATION OF THE CONSTRUCTION ACTIVITY.
2. EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED AND MAINTAINED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). SEDIMENT CONTROL BMPs SHALL BE INSTALLED AND MAINTAINED YEAR ROUND.
3. EFFECTIVE EROSION CONTROL BMPs SHALL BE IN PLACE PRIOR TO ANY STORM EVENTS.
4. THE NAME, ADDRESS AND 24-HOUR TELEPHONE NUMBER OF THE PERSON RESPONSIBLE FOR IMPLEMENTATION OF THE EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE PROVIDED.
5. ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF THE WORK AREAS AND WITHIN THE WORK AREAS SHALL BE PROTECTED WITH SEDIMENT CONTROL AND INLET FILTER BAGS YEAR ROUND. INLET FILTER BAGS SHALL BE REMOVED FROM THE DRAINAGE INLETS UPON COMPLETION OF CONSTRUCTION.
6. THE CONTRACTOR(S) SHALL KEEP ALL PUBLIC ROADWAYS ADJACENT TO THE PROJECT SITE FREE AND CLEAR OF MUD AND SILT DURING THE TERM OF THIS CONTRACT. THIS INCLUDES MUD CAUSED BY RAIN OR BY THE CONTRACTOR(S) WATERING PROCEDURES FOR DUST CONTROL.
7. ALL STABILIZED CONSTRUCTION ACCESS LOCATIONS SHALL BE CONSTRUCTED WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES PAVED AREAS.
THE STABILIZED ACCESS SHALL BE MAINTAINED ON A YEAR ROUND BASIS UNTIL THE COMPLETION OF CONSTRUCTION.
8. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED ROCK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR BASIN. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SANDBAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.
9. SEDIMENT CONTROL BMPs SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE DRAINAGE LEAVES THE PROJECT. SEDIMENT CONTROL BMPs
SHALL BE MAINTAINED YEAR ROUND UNTIL THE CONSTRUCTION IS COMPLETE OR THE DRAINAGE PATTERN HAS BEEN CHANGED AND NO LONGER LEAVES THE SITE.
10. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THE EROSION
AND SEDIMENTATION CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS, BUT ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE CITY ENGINEER.
11. DURING THE RAINY SEASON ALL SIDEWALK AND PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF FROM ENTERING ANY STORM DRAINAGE SYSTEM.
12. THE EROSION AND SEDIMENTATION CONTROL PLAN COVERS ONLY THE FIRST WINTER DURING WHICH CONSTRUCTION IS TO TAKE PLACE. PLANS ARE TO BE RESUBMITTED PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL THE CITY ACCEPTS THE SITE IMPROVEMENTS.
13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT AND REPAIR ALL EROSION CONTROL FACILITIES AT THE END OF EACH WORK DAY DURING THE RAINY SEASON.
14. IT IS THE RESPONSIBILITIES OF THE CONTRACTOR TO PROTECT TEMPORARY BORROW AREAS AND/OR STOCKPILES WITH APPROPRIATE EROSION CONTROL MEASURES SATISFACTORY TO THE CITY ENGINEER.
15. THE CLEANING OF PAVED STREETS, DURING AND AT THE COMPLETION OF CONSTRUCTION, SHALL BE PERFORMED WITH MECHANICAL SWEEPERS. THE USE OF WATER TRUCKS TO "WASH DOWN" THE STREET IS PROHIBITED.
16. ALL MATERIALS STORED ON SITE SHALL HAVE PROPER ENCLOSURES AND/OR COVERINGS.
17. CONTRACTOR SHALL PLACE FIBER ROLLS AROUND THE SITE PERIMETER. THE CONTRACTOR SHALL INSPECT AND REPAIR FIBER ROLLS AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE TO SEDIMENT RUN-OFF AND CAN BE PERMANENTLY STABILIZED.
18. NO ON-SITE FUELING SHALL TAKE PLACE.
19. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE AND CLEAR OF RUBBISH AND DEBRIS.
20. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE
CONTRACTOR SHALL KEEP THE PREMISES OCCUPIED BY HIM IN A CLEAN AND ORDERLY CONDITION, DISPOSING OF REFUSE AND LITTER IN A MANNER SATISFACTORY TO THE CITY.
21. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY.
22. THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A GUIDELINE FOR THE CONTRACTOR AND SUBCONTRACTORS TO COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL BOARD. FIELD CONDITIONS MAY NECESSITATE MODIFICATIONS TO THIS PLAN.
EROSION CONTROL NOTES
CONCRETE SLURRY WASTES
1. PCC AND AC WASTE SHALL NOT BE ALLOWED TO ENTER STORM DRAINS OR WATERCOURSES.
2. PCC AND AC WASTE SHALL BE COLLECTED AND DISPOSED OF IN A TEMPORARY CONCRETE WASHOUT FACILITY.
3. A SIGN SHALL BE INSTALLED ADJACENT TO EACH TEMPORARY CONCRETE WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
4. DO NOT ALLOW SLURRY RESIDUE FROM WET CORING OR SAW-CUTTING AC OR PCC TO ENTER STORM DRAINS OR RECEIVING WATERS.
5. VACUUM SLURRY RESIDUE AND DISPOSE IN A TEMPORARY PIT AND ALLOW SLURRY TO DRY. DISPOSE OF DRY SLURRY RESIDUE IN ACCORDANCE WITH BMP WM-5.
6. COLLECT RESIDUE FROM GROOVING AND GRINDING OPERATIONS IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 42-1.02 AND 42-2.02, "CONSTRUCTION."
ON-SITE TEMPORARY CONCRETE WASHOUT FACILITY, TRANSIT TRUCK WASHOUT PROCEDURES
1. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE LOCATED A MINIMUM OF 15 M (50 FT.) FROM STORM DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES, UNLESS DETERMINED UNFEASIBLE BY THE ENGINEER. EACH FACILITY SHALL BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING.
2. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
3. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED ABOVE GRADE. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE
CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.
4. TEMPORARY WASHOUT FACILITIES SHALL HAVE A TEMPORARY PIT OR BERMED AREAS OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES.
5. PERFORM WASHOUT OF CONCRETE TRUCKS IN DESIGNATED AREAS ONLY.
6. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHALL BE BROKEN UP, REMOVED, AND DISPOSED. DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS.
TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE)
1. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 3 M (10 FEET), BUT WITH SUFFICIENT QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. THE LENGTH AND WIDTH OF A FACILITY MAY BE INCREASED, AT THE CONTRACTOR'S EXPENSE, UPON APPROVAL OF THE ENGINEER.
2. PLASTIC LINING MATERIAL SHALL BE A MINIMUM OF 60 ML POLYETHYLENE SHEETING AND SHALL BE FREE OF HOLES, TEARS OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES
1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, AS DETERMINED BY THE ENGINEER, THE HARDENED CONCRETE SHALL BE REMOVED AND DISPOSED OF. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BECOME THE PROPERTY OF THE CONTRACTOR, SHALL BE REMOVED FROM THE SITE OF THE WORK, AND SHALL BE DISPOSED OF.
2. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED AND REPAIRED IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS.
3. THE CONTRACTOR'S WASTE POLLUTION CONTROL MANAGER (WPCM) SHALL MONITOR ON SITE CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES AT LEAST WEEKLY.
4. THE WPCM SHALL MONITOR CONCRETE WORKING TASKS, SUCH AS SAW CUTTING, CORING, GRINDING AND GROOVING AT LEAST WEEKLY TO ENSURE PROPER METHODS ARE EMPLOYED.
5. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4" FOR ABOVE GRADE FACILITIES AND 12" FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHALL INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHALL BE REMOVED AND DISPOSED OF IN CONFORMANCE WITH THE PROVISIONS IN SECTION 15-3.02, "REMOVAL METHODS", OF THE STANDARD SPECIFICATIONS.
6. EXISTING FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL.
CONCRETE WASTE MANAGEMENT NOTES
LEGEND
STABILIZED CONSTRUCTION
ENTRANCE TC-1
DESIGNATED
CONSTRUCTION DEBRIS
AREA (UTILIZE WATER- TIGHT
DUMPSTERS FOR SOLIDS)
WM-5
DESIGNATED AGGREGATE
AND CONCRETE RINSE
AREA WM-8
DESIGNATED WASH DOWN
AREA NS-8
SAND BAG BARRIER SC-8
1 A
B
C
D
TYPE 3 BARRICADES WITH
"ROAD CLOSED" SIGN
FIBER ROLLS SC-5
VEHICLE AND EQUIPMENT
MAINTENANCE AREA NS-10
PROVIDE GRAVEL BAGS AND INLET
PROTECTION AT NEAREST DOWNSTREAM CURB
INLET ON EACH CROSS STREET.
NOTE
PROVIDE STORM DRAIN
INLET SEDIMENT
PROTECTION SC-10
EROSION CONTROL PLAN
ROAD CLOSED
SIGNS (TYP)
A B C D
PROVIDE AND INSTALL GRAVEL BAGS AT
THE LIMITS OF THE PROJECT (TYP)
PROVIDE AND INSTALL GRAVEL BAGS AT
THE LIMITS OF THE PROJECT (TYP)
DESIGNATED CONSTRUCTION ENTRANCE,
LOCATION TO VARY PER CONTRACTOR
PROVIDE AND INSTALL GRAVEL BAGS AT
THE LIMITS OF THE PROJECT (TYP) METCALF WAY
ROAD CLOSED
SIGNS (TYP)
CITY OF HUGHSON
DEPARTMENT OF PUBLIC WORKS
NOTICE TO CONTRACTORS
SPECIAL PROVISIONS
PROPOSAL & CONTRACT
FOR
7 th STREET IMPROVEMENTS
STBG 5411(022)
PREPARED BY:
MCR ENGINEERING, INC.
1242 DUPONT COURT
MANTECA, CALIFORNIA 95336
(209) 239-6229
(209) 239-8839 FAX
JUNE 2026
Table of Contents i
TABLE OF CONTENTS
NOTICE TO CONTRACTORS ................................................................................................................................................. NC-1 INSTRUCTION TO BIDDERS ...................................................................................................................................................IB-1
PROPOSAL
PROPOSAL .................................................................................................................................................................... . P-1 CONTRACTORS BID ...................................................................................................................................................... . P-4 BIDDER’S BOND ............................................................................................................................................................ . P-5 LIST OF SUBCONTRACTORS ......................................................................................................................................... . P-6 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION .............................................................................................. . P-7 PUBLIC CONTRACT CODE ............................................................................................................................................. . P-8 NON-COLLUSION AFFIDAVIT ....................................................................................................................................... . P-9 DEBARMENT AND SUSPENSION CERTIFICATION ....................................................................................................... P-10 NON-LOBBYING CERTIFICATION ................................................................................................................................. P-11
CONTRACT
AGREEMENT FOR PUBLIC IMPROVEMENT ................................................................................................................. . C-1 EXHIBIT A: PROJECT DESCRIPTION & SCOPE .............................................................................................................. . C-7 EXHIBIT B: PAYMENT – SCHEDULE OF VALUES .......................................................................................................... . C-8 EXHIBIT C: CLAIMS REQUIREMENTS ........................................................................................................................... . C-9 EXHIBIT D: INSURANCE PROVISIONS .......................................................................................................................... C-11 SAMPLE PAYMENT BOND ............................................................................................................................................ C-18 SAMPLE PERFORMANCE BOND .................................................................................................................................. C-19 NOTICE OF AWARD ...................................................................................................................................................... C-20 NOTICE TO PROCEED ................................................................................................................................................... C-21
SPECIAL PROVISIONS
SECTION 1. SPECIFICATIONS AND PLANS ......................................................................................................... SP-1 SECTION 2. BIDDING .......................................................................................................................................... SP-2 SECTION 3. AWARD AND EXECUTION OF CONTRACT ...................................................................................... SP-8 SECTION 4. SCOPE OF WORK ............................................................................................................................. SP-10 SECTION 5. CONTROL OF WORK ....................................................................................................................... SP-12 SECTION 6. CONTROL OF MATERIALS ............................................................................................................... SP-17 SECTION 7. LEGAL RELATIONS AND RESPONSIBILITIES .................................................................................... SP-19 SECTION 8. PROSECUTION AND PROGRESS ...................................................................................................... SP-28 SECTION 9. MEASUREMENT AND PAYMENT .................................................................................................... SP-32 EXHIBIT 12-G FEDERAL AID REQUIREMENTS ....................................................................................................... FR-1 SECTION 11. TECHNICAL SPECIFICATIONS .......................................................................................................... TS-1
Table of Contents ii
APPENDIX
APPENDIX A. PREVAILING WAGE RATES FOR NORTHERN CALIFORNIA APPENDIX B. FEDERAL WAGE DETERMINATION FOR CALIFORNIA
APPENDIX C. FEDERAL FORM: EXHIBIT 12-B
7 th Street Improvements NC-1
NOTICE TO CONTRACTORS
Contractors are invited to submit written formal bids for:
7 TH STREET IMPROVEMENTS – STBG 5411 (022)
Bids shall be submitted in sealed envelopes on the form provided with the specifications for that purpose. Envelopes shall be addressed to
Office of the City Clerk of the City of Hughson
7018 Pine Street
Hughson, California 95326
and plainly marked:
7 TH STREET IMPROVEMENTS – STBG 5411(022)
and delivered to the City Clerk at City Hall, City of Hughson, 7018 Pine Street, Hughson California, 95326, up to 2:00 P.M., Wednesday, AUGUST 19, 2026, at which time subject bids will be publicly opened and read aloud.
Proposal forms for this work are included in the “Proposal” section of this document (blue pages).
The work to be performed consists, in general, of water, sewer, and storm drain replacement, curb, gutter, and sidewalk installation, pavement widening, and striping. Other such items and details not mentioned herein that are required by the plans, Standard Specifications or these Special Provisions shall be performed, placed, constructed, or detailed.
The City of Hughson has established a Disadvantaged Business Enterprise (DBE) goal of 0% for this contract.
THIS PROJECT IS SUBJECT TO THE “BUY AMERICA” PROVISIONS OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982 AS AMENDED BY THE INTERMODAL SURFACE TRANSPORTATION EFFICIENCY ACT OF 1991.
Bids are required for the entire work described herein. The Contractor shall posses a Class A license at the time this contract is awarded.
This contract is subject to state contract non-discrimination and compliance requirements pursuant to Government Code Section 12990.
Plans, specifications and proposals are available through CITY OF HUGHSON’S website https://www.hughson.org/public-works/page/bids-rfps. The successful bidder will be furnished with additional plans and specifications, upon request, at no additional cost. For information please call the City Engineer at (209) 239-6229 or City Hall at (209) 883-4054.
Bids shall be accompanied by a Proposal Guaranty of a certified check or bidder’s bond of not less than 10 percent (10%) of the total amount of the bid, made payable to the order of the City of Hughson, to be retained as liquidated damaged by the Owner if the successful bidder fails to enter in to a Contract.
7 th Street Improvements NC-2
Upon entering into a contract, the successful bidder will be required to furnish a Performance Bond and a Payment Bond each for 100 percent of the contract amount.
The City of Hughson hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement any disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.
Pursuant to Section 1773 of the Labor Code, the general prevailing rate of wages in the County in which work is to be done has been determined by the Director of the Department of Industrial relations.
These wage rates and the Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the serially numbered books issued for bidding purposes entitled “Proposal and Contract”, and in the copies of said book that may be examined at the offices described above where project plans, special provisions, and proposal forms may be seen. Addenda to modify rates, if necessary, will be issued to holders of “Proposal and Contract” books. Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates.
Attention is directed to the Federal minimum wage rate requirements in said books entitled “Proposal and Contract”. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lower State wages not specifically included in the Federal minimum wager determinations. This includes “helper” (or other classifications based on hours of experience) or any other classification not appearing in Federal wage determinations. Where Federal wage determinations do not contain the State wage rate determinations otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall not pay less than the Federal minimum wage rate which most closely approximates the duties of the employees in question.
The U.S. Department of Transportation (DOT) provides a toll-free “hotline” service to report bid rigging activities. Bid rigging activities can be reported Mondays through Fridays, between 8:00 a.m. and 5:00 p.m., Eastern Time, Telephone No. 1-800-424-9071. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the “hotline” to report these activities. The “hotline” is part of the DOT’s continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected.
The Owner reserves the right to reject any or all bids, or to waive any informalities. If awarded, a contract will be awarded within 10 days of the bid opening. The Contract shall be signed within 14 calendar days; not including Sundays and legal holidays, after receipt of the Notice of Award, and work shall be completed within one-hundred eighty (180) calendar days after Notice to Proceed.
For any moneys earned by the Contractor and withheld by the City of Hughson to ensure the performance of the contract, the Contractor may, at his request and expense, substitute securities equivalent to the amount withheld in the form and manner and subject to the conditions provided in Sections 22300 and 10263 if the Public Code of the State of California.
7 th Street Improvements IB-1
INSTRUCTIONS TO BIDDERS
ENGINEER:
MCR Engineering, Inc.
1242 Dupont Court
Manteca, CA 95336
(209) 239-6229
OWNER:
CITY OF Hughson
Public Works Department
7018 Pine Street
Hughson, CA 95326
Phone: (209) 883-4054
PART 1 - DEFINED TERMS
1.01 Terms used in these Instructions to Bidders, which are defined in the General Conditions and Supplementary Conditions have the meaning assigned to them in the General Conditions and the Supplementary Conditions. The term "Bidder" means one who submits a bid directly to the Owner, as distinct from a sub-bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the lowest, qualified, responsible, responsive Bidder to whom Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all addenda issued prior to receipt of Bids).
PART 2 - COPIES OF CONTRACT DOCUMENTS
2.01 Complete copies of the Plans and Specifications for use in preparing bids may be obtained in accordance with the Invitation to Bid.
2.02 Partial sets of Bidding Documents will not be issued. Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.
2.03 Owner and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use.
PART 3 - QUALIFICATIONS OF BIDDERS
3.01 In accordance with Labor Code Section 1771.1(a):
A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 . It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.
This requirement also applies to subcontractors listed in the Bid Proposal.
7 th Street Improvements IB-2
3.02 Each Bidder shall type or write in a legible manner their California Contractor's license number on the outside of the envelope or wrapper which contains their bid and in the space provided on the Bid Form or attach a notarized affidavit to their Bid that if they are the successful Bidder he/she will secure a valid California Contractor's license before beginning work.
3.03 The contractor who is awarded a contract must be properly licensed as a contractor from contract award through contract acceptance (Public Contract Code § 10164).
3.04 Each bidder must be prepared to submit within five (5) days of Owner’s request written evidence of their qualifications to perform the work. Bidders may be required to submit evidence that they have a practical knowledge of the particular work bid upon, and that they have the financial resources to complete the proposed work. In determining the Bidder's qualifications, the following factors will be considered: work previously completed by the Bidder and whether the Bidder (a) maintains a permanent place of business, (b) has adequate plant and equipment to do the Work properly and expeditiously, (c) has the financial resources to meet all obligations incident to the Work, and (d) has appropriate technical experience. Each Bidder may be required to show that they have handled former work so that no just claims are pending against such work. No bid will be accepted from a Bidder who is engaged on any work, which would impair their ability to perform or finance this work.
PART 4 - EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.01 It is the responsibility of each bidder before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the work, (c) consider federal, state and local laws and regulations that may affect cost progress, performance or furnishing of the work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents.
4.02 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the work and which Bidder deems necessary to determine its Bid from performing and furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents.
4.03 On request in advance, Owner will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations.
4.04 The work must be confined to the rights-of-way of the various streets shown on the plans within the project limits, unless other arrangements are made by the contractor.
4.05 Access to the site (if needed) may be arranged by contacting the City of Hughson, at telephone number (209) 883-4054. In general, site access will be limited to normal working hours.
7 th Street Improvements IB-3
4.06 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this part, that without exception the Bid is premised upon performing and furnishing the work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the work.
4.07 No Pre-Bid Job Walk will be held for this project.
PART 5 - INTERPRETATIONS AND ADDENDA
5.01 All questions about the meaning or intent of the Contract Documents are to be submitted to Engineer.
Replies will be issued only by Addenda. Questions received within the week of the date fixed for the opening of bids will not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.
5.02 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer.
5.03 The City will make reasonable efforts to deliver Addenda to all Bidders who are known by the City to have received a complete set of Contract Documents and who have provided a street address for receipt of Addenda. The City makes no guarantee that all Bidders will receive all issued Addenda. Each Bidder shall be responsible for ascertaining, prior to submitting its Bid, that it has received all issued Addenda.
Each Bidder shall acknowledge receipt of all addenda on the Bid Form. Failure to acknowledge receipt of Addenda may render the bid non-responsive. Bidder shall not rely upon any interpretation or correction given by any other method. All Addenda shall become part of the contract documents. No Addenda will be issued within two days or forty-eight (48) hours of the date and time fixed for the opening of bids except an Addendum, if necessary, postponing the date for receipt of Bids or withdrawing the request for Bids.
PART 6 - BASIS OF BIDS
6.01 The Bidder shall submit a single base bid price as required by the Proposal, said base bid being the total of the prices for the various items listed in the Bid Form. The Base Bid shall be stated in words and numerals, in case of a conflict, words will take precedence.
PART 7 - BID SECURITY
7.01 Bid Security shall be made payable to Owner, in an amount of 10 percent of the Bidder's maximum Bid price and in the form of a certified or bank check or a Bid Bond (on form attached if a form is prescribed) issued by a Surety meeting the requirements of the General Conditions.
7.02 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Contract Security, whereupon it will be returned; if the successful Bidder fails to execute and deliver the Agreement and furnish the required Contract security within 14 calendar days of the Notice of Award, Owner may annul the Notice of Award and the Bid Security of that Bidder
7 th Street Improvements IB-4
will be forfeited. The Bid Security of any Bidder whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of the seventh day after the "effective date of the Agreement" (which term is defined in the General Conditions) by Owner to Contractor and the required Contract Security is furnished or the first day following the end of time specified in the Bid form during which the Bids shall remain open. Bid Security of other Bidders will be returned within 10 days of the Bid opening.
PART 8 - SUBSTITUTE MATERIAL AND EQUIPMENT
8.01 The Contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or-equal" items.
Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or-equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by Contractor and consideration by Engineer is set forth in the General Conditions which are supplemented in the General Requirements.
8.02 Whenever a material or article is specified or described by using the name of a proprietary product or the name of a particular manufacturer or vendor, the specified item mentioned shall be understood as establishing the type, function, and quality desired. Other manufacturer's products will be accepted provided sufficient information is submitted to allow Engineer to determine that the products submitted are equivalent to those names. Applications for such review will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by Contractor and consideration by Engineer is set forth in the General Conditions which are supplemented in the General Requirements.
PART 9 BID FORM
9.01 Bid form is to be completed and submitted with bid.
9.02 Bid forms must be completed in black or blue ink.
9.03 Bid by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied by evidence of the authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature.
9.04 Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature and the official address of the partnership must be shown below the signature.
9.05 Bids by joint ventures shall be signed by each participant in the joint venture or by an authorized agent of each participant.
9.06 The names of all persons signing must also be legibly printed or typed below the signature. A Bid by a person who affixes to their signature the work "president", "secretary", "agent", or other designation
7 th Street Improvements IB-5
without disclosing their principal may be held to be the Bid of the individual signing. When requested by Owner, evidence of the authority of the person signing shall be furnished.
9.07 The full name of each person or company interested in the Bid shall be listed on the Bid Form.
9.08 The Bidder shall acknowledge receipt of all Addenda on the bid form.
9.09 No alterations in Bids, or in the printed forms therefore, by erasures. Interpolations, or otherwise will be acceptable unless each such alteration is signed by the Bidder; if initialed, Owner may require the Bidder to identify any alteration so initialed. No alteration in any Bid, or in the form on which it is submitted, shall be made after the Bid has been submitted.
9.10 The address to which communications regarding the Bid are to be directed must be shown.
PART 10 - SUBCONTRACTOR LISTING
10.01 Each Bidder shall list on the form provided, the name and the address of each subcontractor who will perform work or labor, or render service to the Bidder in or about the work; or a licensed subcontractor who, under subcontract to the Bidder, specially fabricates and installs a portion of the work, in an amount in excess of one-half of one percent and the portion of the work which will be done by each subcontractor.
10.02 If a Bidder fails to specify a subcontractor for any portion of the work, the bidder shall perform that portion themself or obtain the written approval of the Owner for the proposed subcontractor.
PART 11 - SUBMISSION OF BIDS
11.01 Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be included in an opaque sealed envelope addressed to City of Hughson and identified on the outside with the Bidder's name, license number, and address and with the words:
Bid for the 7
TH STREET IMPROVEMENTS – STBG 5411(022)
11.02 Each Bid shall be accompanied by the Bid Security and other required documents.
11.03 If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "BID ENCLOSED" on the face thereof.
11.04 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or the modified time and date indicated by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids.
11.05 Oral, telephone, telegraph, or electronic Bids are invalid and will not receive consideration. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association.
7 th Street Improvements IB-6
PART 12 - MODIFICATION AND WITHDRAWAL OF BIDS
12.01 Bids submitted early may be modified or withdrawn by notice to the party receiving Bids at the place and prior to the time designated for receipt of Bids. Such notice shall be in writing over the signature of the Bidder or be by telegram; written confirmation over the signature of Bidder must have been mailed and postmarked on or before the date and before time set for receipt of Bids; it shall be so worded as not to reveal the amount of the original Bid. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he/she could prove their identity and authority.
Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders.
12.02 If, within 24 hrs after Bids are opened, any Bidder files a duly signed written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of their Bid, that Bidder may withdraw their bid, and their Security will be returned. Thereafter, that Bidder will be disqualified from further bidding on the work.
PART 13 - OPENING OF BIDS
13.01 Bids will be opened publicly and read aloud at the time and place shown in this notice. An abstract of the amounts of the base Bids and major alternates (if any) will be made available after the opening of Bids.
PART 14 - AWARD OF CONTRACT
14.01 Owner reserves the right to reject any and all Bids, to waive any and all informalities and to negotiate contract terms with the successful Bidder, and the right to disregard all nonconforming, non-responsive, unbalanced or conditional Bids. Owner reserves the right to reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner. Discrepancies between words and figures will be resolved in favor of words. Discrepancies between the indicated sum of product of figures and the correct sum or product thereof will be resolved in favor of the correct or product sum.
14.02 In evaluating Bids, Owner shall consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and alternates and unit prices if requested in the Bid Forms. It is Owner's intent to accept alternates (if any are accepted) in the order in which they are listed in the Bid form but Owner may accept them in any order or combination.
14.03 Owner may consider the qualifications and experience of Subcontractors and other persons and organizations (including those who are to furnish the principal items of material or equipment) proposed for those portions of the work as to which the identity of Subcontractors and other persons and organizations must be submitted as provided in the Supplementary Conditions. Operating costs, maintenance considerations, performance data and guarantees of materials and equipment may also be considered by Owner.
7 th Street Improvements IB-7
14.04 Owner may conduct such investigations as they deem necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications and financial ability of the Bidders, proposed Subcontractors and other persons and organizations to do the work in accordance with the Contract Documents to Owner's satisfaction within the prescribed time.
14.05 Owner reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to Owner's satisfaction.
14.06 If the contract is to be awarded, it will be awarded to the lowest, responsible, responsive Bidder whose evaluation by Owner indicates to Owner that the award will be in the best interests of the Project.
14.07 Bidders may file a “protest” of the commended award of a contract. Protests may only be submitted by bidders who submitted a bid proposal for the Project. For a protest to be considered valid, the submittal must:
• be filed within three (3) business days of the bid opening date, in writing, with the City Engineer; • clearly identify the specific accusation(s) involved; • specify, in detail, the ground(s) and fact(s) supporting the protest; • and include all relevant and supporting documentation at the time of filing.
Upon submission of the complete protest package, if validated, the City will review the basis of the protest and all relevant information. The City will provide a written decision to the bidder within five (5) business days after the date of receival. The protestor may appeal the City Engineer’s decision to the City Council.
PART 15 – DESCRIPTION OF BID ITEMS
15.01 Mobilization - The lump sum price bid for this item shall include the costs for bonds, insurance, permits, field offices, moving equipment to and from site and all other work required by the plans and specifications which is not specifically set forth in the bid form as a pay item. Payment will be at the lump sum contract price.
15.02 Remove Existing Concrete – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to remove existing concrete at the locations indicated on the plans. Work shall also include sawcutting as necessary to protect existing improvements and accommodate the new construction.
In general, payment associated with this item of work will be based upon the field measured square feet to the nearest tenth of a foot in each direction of work completed.
15.03 Remove Existing Pavement – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to sawcut or grind and remove the existing asphalt pavement and base rock (including any striping) at the locations indicated on the plans. Work shall also include any excavation to the proposed subgrade to accommodate the new construction. All material shall be removed from the site and disposed of at a legal dump location. Where removal of yellow paint and/or
7 th Street Improvements IB-8
yellow thermoplastic striping occurs, contractor shall provide a Lead Compliance Plan that details the testing, handling, and disposal of these materials in accordance with Caltrans Standard Specification Section 14-11.12.
15.04 Remove Existing Sewer – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to remove from the site and dispose at a legal dump location the existing sewer main and materials (including pipe, fittings, bedding material, and aggregate rock) as necessary at the locations indicated on the plans.
In general, payment associated with this item of work will be based upon the field measured feet of work completed.
15.05 Remove Existing Water Main – The unit price bid for this item shall include all labor, equipment, materials, and all incidentals necessary to remove from the site and dispose at a legal dump location the existing water main and materials (IE valves, valve boxes, water blow-offs, etc.) as necessary at the locations indicated on the plans.
In general, payment associated with this item of work will be based upon the field measured feet of work completed.
15.06 Pavement, 3”AC/6”AB – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to construct the aggregate base and asphalt concrete pavement per the street structural section indicated on the plans, complete in place. Work shall include, but not be limited to preparation of aggregates, mixing, hauling, tack coats, placement, compaction and incidentals necessary for a complete installation.
In general, payment associated with this item of work will be based upon the field measured square feet to the nearest tenth of a foot in each direction of work completed.
15.07 Concrete, 4” Sidewalk – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to construct sidewalk at the locations indicated on the plans, complete in place.
Work shall include, but not be limited to all required grading and subgrade preparation, sub-base, base course, formwork, joint construction, finishing, curing, and protection of existing improvements such as utility poles and fences necessary to complete each item as specified.
Adjustment of existing utility/meter boxes (within sidewalk limits), any grading necessary behind the new sidewalk to achieve a maximum slope of 10%, and placement of asphalt pavement or concrete transition patches to match existing driveways, or landscape material replacement, as necessary, shall be included in this item at no additional charge to the City.
In general, payment associated with this item of work will be based upon the field measured square feet to the nearest tenth of a foot in each direction of work completed.
15.08 Concrete, 6” Driveway – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to construct driveways complete in place, at the locations indicated on the plans. Work shall include, but not be limited to all required subgrade preparation, sub-base, base
7 th Street Improvements IB-9
course, formwork, joint construction, finishing, curing, transition patching, protection of existing improvements such as utility poles and fences necessary to complete each item as specified.
Adjustment of existing utility/meter boxes (within driveway limits), any grading necessary behind the new driveway to achieve a maximum slope of 10%, and placement of asphalt pavement or concrete transition patches to match existing driveways, or landscape material replacement, as necessary, shall be included in this item at no additional charge to the City.
In general, payment associated with this item of work will be based upon the field measured square feet to the nearest tenth of a foot in each direction of work completed.
15.09 Concrete, Curb and Gutter – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to construct the concrete curb and gutter per City Standard complete in place, at the locations indicated on the plans. Work shall include, but not be limited to all required grading and subgrade preparation, sub-base, base course, formwork, joint construction, finishing, and curing.
In general, payment associated with this item of work will be based upon the field measured feet of work completed.
15.10 Pedestrian Curb Ramp, Labor Only – The unit price bid for this item shall include all labor, equipment and all incidentals necessary to construct the curb ramp as shown on the plans, complete in place. Work shall include, but not be limited to the additional labor and equipment necessary to construct the curb ramp in lieu of standard sidewalk, curb and gutter, and any modifications for utility structures.
Truncated dome panels shall be included in unit price. Payment will be at the unit price bid.
15.11 Rubberized Cape Seal - The lump sum price bid for this item shall include all labor, equipment, materials, and all incidentals necessary to place a rubberized cape seal as described in the Technical Specifications and in the locations shown on the plan. The contractor shall be responsible for verifying the actual application area, measured lip to lip, at the locations indicated on the plans, and incorporating the total area into the lump sum bid price. Work shall include, but not be limited to traffic control, removal of existing striping, pothole repair, pavement cleaning and preparation, placement of a rubberized chip seal followed by a type II slurry seal, pneumatic rolling as needed, sweeping, and all other incidentals necessary for a complete installation.
Where removal of yellow paint and/or yellow thermoplastic striping occurs, the contractor shall provide a Lead Compliance Plan that details the testing, handling, and disposal of these materials in accordance with Caltrans Standard Specification Section 14-11.12.
The contractor shall be responsible for performing post-application sweeping within the project limits at seven (7) days and again at twenty-one (21) days.
Payment will be at the lump sum contract price.
15.12 Replace Existing Monument Well, Adjust to Finish Grade – The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to replace the existing monument box and
7 th Street Improvements IB-10
adjust it to the new finished grade. Extension rings will not be allowed. Work shall include, but not be limited to preparation of aggregates, mixing, hauling, tack coats, placement, compaction, and incidentals necessary for a complete installation. Payment will be at the unit price bid.
15.13 Water Service, 1” – The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to install a new 1” water service (per City Standard), at the locations indicated on the plans, complete in place. Work shall include, but not be limited to excavation, shoring, bedding material, pipe placement, connection to new water main, installation and connection of new meter, backfill and compaction, disinfection and testing per the City of Hughson Standards, and incidentals necessary for a complete installation. If necessary, the meter will be provided by the City. Payment will be at the unit price bid.
15.14 Water Meter Box – The unit price for this item shall include all labor, equipment, materials all incidentals necessary to remove and dispose the existing box then install a new B-30 or B-36 water meter box (per City Standard) in the location shown on the plans, complete in place. Work shall include, but not be limited to concrete removal and replacement, pavement sawcutting and removal, excavation, bedding material, placement, backfill and compaction, and incidentals necessary for a complete installation.
Payment will be at the unit price bid.
15.15 Fire Hydrant Assembly – The unit price for this item shall include all labor, equipment, materials (including but not limited to the hydrant, 6” PVC C-900, spools, and 6” valve) and all incidentals necessary to install the fire hydrant assembly (per City Standard) in the location shown on the plans.
Work shall include, but not be limited to concrete removal and replacement, pavement sawcutting and removal, excavation, pipe cutting, pipe bedding material, pipe placement, backfill and compaction, disinfection and testing per the City of Hughson Standards, and incidentals necessary for a complete installation. Payment will be at the unit price bid.
15.16 Water Main, 8” PVC – The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install new 8” PVC C-900 water pipe complete in place, in the locations shown on the plans. Work shall include, but not be limited to sawcutting and pavement removal, excavation, shoring, bedding material, pipe placement, fitting installation, backfill and compaction, disinfection and testing per the City of Hughson Standards, and incidentals necessary for a complete installation.
Payment will be at the unit price bid.
In general, payment associated with this item of work will be based upon the field measured feet of work completed.
15.17 Insertion Valve, 8” – The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install an 8” insertion valve to connect the new water pipe to the existing water main. Work shall include, but not be limited to excavation, shoring, fitting installation, backfill and compaction, disinfection and testing per the City of Hughson Standards, and incidentals necessary for a complete installation. Payment will be at the unit price bid.
15.18 Water Valve, 8” – The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install new city of Hughson approved 8” water valves within an approved valve box (see Standard Specifications for approved makes and models). Water valves shall be complete in