Agenda packet — Sutter Creek City Council, August 21, 2023

CITY COUNCIL A G E N D A
MONDAY, AUGUST 21, 2023
7:00 P.M. Regular Session
33 Church Street, Sutter Creek CA 95685
The Agenda can be found on the City’s Website: www.cityofsuttercreek.org

THE CITY OF SUTTER CREEK CITY COUNCIL MEETING WILL BE AVAILABLE VIA ZOOM AND IN PERSON.

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Meeting ID: 956 852 0224
Unless stated otherwise on the agenda, every item on the agenda is exempt from review under the California Environmental Quality Act (“CEQA”) per CEQA Guidelines Sections 15060(c), 15061(b)(3), 15273, 15378, 15301, 15323 and/or Public Resources Code Section 21065. 6:30 P.M. 1. CLOSED SESSION
A. CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED LITIGATION Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9:
(One potential case)
7:00 P.M. 2. CALL TO ORDER AND ESTABLISH A QUORUM FOR REGULAR MEETING

3. PLEDGE OF ALLEGIANCE TO THE FLAG

4. REPORT FROM CLOSED SESSION

5. PUBLIC FORUM
At this time, the public is permitted to address the City Council on items not appearing on the agenda.

Comments may not exceed 5 minutes. In accordance with State Law, however, no action or discussion may take place on any item not appearing on the posted agenda. The City Council may respond to statements made or questions asked or may request Staff to report back at a future meeting on the matter. The exceptions under which the City Council may discuss and/or take action on items not appearing on the agenda are contained in Government Code §54954.2. Public comment on any item listed below shall be limited to five minutes, unless additional time is permitted by the Mayor/Council.

6. *

APPROVAL OF MINUTES
A. City Council Minutes of August 4, 7, & 14 2023.

Recommendation: By motion approve minutes as presented.

7. CONSENT AGENDA- None.

Items listed on the consent agenda are considered routine and shall be enacted in one motion.

Any item may be removed for discussion at the request of Council or the Public.

8. ORDINANCES & PUBLIC HEARING- None

9. ADMINISTRATIVE AGENDA
A. Approval of Bid Package for Sutter Oaks Sewer Collection System Work B. Q4 Financial Report FY 2022-23
C. Appoint Voting Delegate and Alternate for Cal Cities Annual Conference

10. MAYOR AND COUNCIL MEMBER REPORTS
This section is to provide Council members an opportunity to present updates on their activities and to request items be placed on future agendas.

11. CITY MANAGER’S REPORT
This section is an opportunity to provide Council members with a brief status update on staff activities. No action is expected to be taken by the Council.

12. CITY ATTORNEY’S REPORT
This section provides an opportunity for the City Attorney to report on any activities or upcoming legislation of importance to the City. No action is expected to be taken by the Council

13. FUTURE AGENDA ITEMS
This section provides an opportunity for Council members to request items to be added to the agenda in the future with a majority Council vote.

14. INFORMATION/CORRESPONDENCE
A. Monthly Police Report
B. Monthly Public Works Report
C. Monthly Building Report
D. Treasurer’s Report
E. Monthly Administrative Services Report
F. Monthly Finance Department Report
G. Warrants- Aug 7, 9, & 21 2023
H. Monthly Engineer’s Report
I. Monthly Planning Report
J. Public Communications

15. ADJOURNMENT
The next regularly scheduled meeting is TUESDAY, SEPTEMBER 5 th at 7:00 P.M

SPECIAL MEETING OF THE CITY COUNCIL

MINUTES
FRIDAY, AUGUST 4, 2023
2:00 P.M. 1. CALL TO ORDER AND ESTABLISH A QUORUM FOR REGULAR

MEETING
Council members Present: Feist, Riordan, Sierk, Swift and Gunselman Staff Present:

Sandra Spelliscy
Karen Darrow

2. PLEDGE OF ALLEGIANCE TO THE FLAG

3. PUBLIC FORUM-None.

4. 5.

CLOSED SESSION
A. PUBLIC EMPLOYEE APPOINTMENT
Pursuant to Government Code Section 54957
Title: City Manager

REPORT FROM CLOSED SESSION
No reportable action was taken.

6. ADJOURNMENT
The meeting was adjourned at 3:44 p.m.
_________________________________
Claire Gunselman, Mayor
__________________________________
Karen Darrow, City Clerk
Date Approved:

CITY COUNCIL MINUTES
MONDAY, AUGUST 7, 2023
THIS MEETING WAS CONDUCTED IN-PERSON AT 33 CHURCH STREET, THE PUBLIC WAS ABLE TO VIEW FROM HOME:

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Meeting ID: 956 852 0224
6:00 P.M.

1. CLOSED SESSION
A. CONFERENCE WITH LEGAL COUNSEL—POTENTIAL LITIGATION
Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9:
(Two potential cases)
B. PUBLIC EMPLOYEE APPOINTMENT
Pursuant to Government Code Section 54957
Title: City Manager

CALL TO ORDER AND ESTABLISH A QUORUM FOR REGULAR MEETING Council members present:

Feist, Riordan, Sierk, Swift and Gunselman
Vicky Runquist, City Treasurer
Staff Present:

Sandra Spelliscy, Interim City Manager
Derek Cole, City Attorney
Karen Darrow, City Clerk

2. PLEDGE OF ALLEGIANCE TO THE FLAG

3. REPORT OUT OF CLOSED SESSION
Closed Session Item A -No reportable action was taken.

Closed Session item B – No appointment or action taken.

4. PUBLIC FORUM
Al Bierce of Sutter Creek noted his concern with the increased insurance costs due to the increased fire danger. He contacted the Fire Department to remove the brush near his property but has not received a response.

Gail Schifsky of Sutter Creek asked if the city has a contract with Animal Control because she has become aware of an increased number of cats in her neighborhood and wanted to know if there is ordinance limiting the number of household pets.

Mayor Gunselman noted that City staff will look into these concerns.

5. APPROVAL OF MINUTES
A. City Council Minutes of July 17, 2023.

Recommendation: By motion approve minutes as presented.

M/S Council member Sierk/Feist to Minutes of July 17, 2023, as amended.

AYES: Feist, Riordan, Sierk, Swift and Gunselman
NOES: None
ABSTAIN: None
ABSENT: None

MOTION CARRIED

6. CONSENT AGENDA
Items listed on the consent agenda are considered routine and shall be enacted in one motion.

Any item may be removed for discussion at the request of the Council or the Public.

A. Adopt Resolution 23-24-04 Accepting the completion of public improvements for the Bryson Park upgrade project and filing a notice of completion and authorizing recordation therefore.

B. Adopt Resolution 23-24-05 Appointing Lisa Ryan to the Planning Commission C. Adopt Resolution 23-24-06 Relating to administration of a 457 Deferred Compensation Plan.

M/S Council member Swift/Riordan to Approve the Consent Agenda, as presented.

AYES: Feist, Riordan, Sierk, Swift and Gunselman
NOES: None
ABSTAIN: None
ABSENT: None

MOTION CARRIED

7. ORDINANCES & PUBLIC HEARING-None

8. ADMINISTRATIVE AGENDA
Item 8D was heard first.

A. Adopt Resolution 23-24-* Condemning the recent incidents of hate speech and other deplorable actions in Amador County
M/S Council member Sierk/Riordan Adopt Resolution 23-24-07 Condemning the recent incidents of hate speech and other deplorable actions in Amador County.

AYES: Feist, Riordan, Sierk, Swift and Gunselman
NOES: None
ABSTAIN: None
ABSENT: None

MOTION CARRIED
B. Appointment of ad hoc Council committee re: special events M/S Council member Riordan/Sierk to appoint Council members Feist and Swift to an Ad-hoc committee to review the event process.

AYES: Feist, Riordan, Sierk, Swift and Gunselman
NOES: None
ABSTAIN: None
ABSENT: None

MOTION CARRIED
C. Proposal re: downtown parking study
Interim City Manager Spelliscy presented a staff recommendation to initiate a parking study.

Members of the public Lisa Klosowski, Sharyn Brown, Martin Ryan, and Aimee Pederson spoke in objection to the study.

Gail Schifsky noted that the study would help plan for the future.

After extensive discussion the Council did not elect to move forward with the recommendation.

D. Sewer connection fee update
Interim City manager and Consultant Mark Hildebrand presented.

M/S Council member Riordan/Sierk to direct staff to work with the consultant to prepare a final draft that would come back to the Council for approval and Public Hearing.

AYES: Feist, Riordan, Sierk, Swift and Gunselman
NOES: None
ABSTAIN: None
ABSENT: None

MOTION CARRIED
E. Business owners’ proposal re: Visitors Center
Business owner Lisa Klosowski and SCBPA President Greg McLeod outlined the proposal for the SCBPA to oversee the operation s of the Visitor’s Center. Sandy Anderson spoke in support of the proposal.

M/S Council member Swift/Sierk to approve $5,500 donation to the Sutter Creek Business and Professionals Association for the Visitor’s Center and to direct staff to work out the details and come back with a resolution.

AYES: Feist, Riordan, Sierk, Swift and Gunselman
NOES: None
ABSTAIN: None
ABSENT: None

MOTION CARRIED

9. MAYOR AND COUNCIL MEMBER REPORTS
Council member Sierk noted that the marketing committee met to discuss the Visitor’s Center. She also noted that she attended the ACT mixer, and that Dial-A-Ride was going to be extended to Plymouth and Ione.

Mayor Gunselman noted that she attended the self-help tax meeting but that it was poorly attended and there was not much to report. There is a concern about the ability to pass the tax. She noted that other agencies had two representatives and suggested that someone else join her. Council member Riordan volunteered to participate.

10. CITY MANAGER’S REPORT
Interim City Manager Spelliscy noted that the city worked with Wine on 49 on the fair exhibit and it took 2nd place.

Council member Swift noted that the CYA crews were working in the creek in Jackson and asked if we could get them to clear the creek in Sutter Creek.

Interim City Manager Spelliscy noted that they can clear city property but no private property. She noted that she will contact Fish & Wildlife to see what options are available.

She noted that there is a proposal from Campbell Construction to do work on the flushing dam.

Mayor Gunselman asked about the status of the crosswalks at Sutter Creek Ione Rd and Amapola. Interim City Manager Spelliscy noted that she will talk to the City Engineer about getting a contractor for painting.

Council member Riordan asked what the procedure is when Council members receive emails or complaints from citizens.

Interim City Manager Spelliscy noted that they should be forwarded to her, and she will follow up and inform the Council of the resolution.

Council member Riordan asked about the parcels filled with abandoned vehicles and if the owners have been notified. He commented that the problem seems to be getting worse and asked about the crumbling rock wall by the high school.

Interim City Manager Spelliscy noted that she will look into it but it may not be on city property.

11. CITY ATTORNEY’S REPORT- None.

12. FUTURE AGENDA ITEMS- None.

13. INFORMATION/CORRESPONDENCE-None.

14. ADJOURNMENT
The meeting was adjourned at 9:30 p.m.
_________________________________
Claire Gunselman, Mayor
___________________________________
Karen Darrow, City Clerk

Date Approved:

SPECIAL MEETING OF THE CITY COUNCIL

MINUTES
MONDAY, AUGUST 14, 2023
3:00 P.M. 1. CALL TO ORDER AND ESTABLISH A QUORUM FOR REGULAR

MEETING
Council members Present: Feist, Riordan, Sierk, Swift and Gunselman Staff Present:

Sandra Spelliscy
Karen Darrow

2. PLEDGE OF ALLEGIANCE TO THE FLAG

3. PUBLIC FORUM-None.

4. 5.

CLOSED SESSION
A. PUBLIC EMPLOYEE APPOINTMENT
Pursuant to Government Code Section 54957
Title: City Manager
REPORT FROM CLOSED SESSION - None

6. ADJOURNMENT
The meeting was adjourned at 3:40 p.m.
_________________________________
Claire Gunselman, Mayor
__________________________________
Karen Darrow, City Clerk
Date Approved:
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-0639 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer

STAFF REPORT
TO: CITY COUNCIL
MEETING DATE: AUGUST 21, 2023
FROM: GRANT REYNOLDS, CITY SANITARY SEWER

ENGINEER
SUBJECT: 2023 SEWER MAIN PIPE BURSTING PROJECT FOR THE

SUTTER OAKS RESIDENTIAL AREA
RECOMMENDATION:

None. Plans and Specifications are being presented to the City Council for informational purposes only to keep all members aware of the bidding process.

BACKGROUND:

In an effort to continue to reduce I &I in the City’s sewer collection system and relieving recurring maintenance issues by replacing old sewer mains within the system, this proposed project has been placed as a priority to complete by the Public Works Department. It is planned to replace up to 5055 lineal feet of sewer main dependent on the results of the bidding process. A lesser footage may be realized due to budget constraints. Plans and Specifications for the project were included in the agenda packet.

DISCUSSION:

The Notice to Contractors will be sent for advertising to our local newspaper and regional contractor plan rooms to hopefully obtain competitive bids for the work. The project is currently set to bid on September 26, 2023. Successful bidder information will be presented after that date.

BUDGET IMPACT:

The cost of this contract (Base Bid $740,000.00 with a possible Additive Alternate) has been allowed for in the approved City Budget as part of Sewer Line Replacement.

TWO ATTACHMENTS

CITY OF

DEPARTMENT OF PUBLIC WORKS

A SEWER MAIN PIPE BURSTING

PROJECT FOR THE SUTTER OAKS

RESIDENTIAL AREA
IN

SUTTER CREEK, CALIFORNIA

NOTICE TO CONTRACTORS
AND

SPECIAL PROVISIONS
AUGUST 2023
BID OPENING: September 26, 2023 at 10:00 A.M.
2 TABLE OF CONTENTS

SECTION I
NOTICE TO CONTRACTORS................................................................................................................................6 PROPOSAL..............................................................................................................................................................8 BID SUMMARY ......................................................................................................................................................9 BID SUMMARY ....................................................................................................................................................10 INFORMATION REQUIRED OF BIDDER..........................................................................................................12 NONCOLLUSION DECLARATION ....................................................................................................................14 BID BOND .............................................................................................................................................................15 CONSTRUCTION AGREEMENT ........................................................................................................................16 PERFORMANCE BOND.......................................................................................................................................18 PAYMENT BOND.................................................................................................................................................19 INSURANCE REQUIREMENTS ..........................................................................................................................20 SECTION II - SUPPLEMENTAL GENERAL CONDITIONS............................................................................22 SECTION 1. SPECIFICATIONS AND PLANS....................................................................................................22

1.00 GENERAL ................................................................................................................................................22

1.01 DEFINITIONS AND TERMS ...................................................................................................................22 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS....................................................................24

2.01 GENERAL ................................................................................................................................................24

2.02 PROPOSAL..............................................................................................................................................24

2.03 PROPOSAL GUARANTEE ......................................................................................................................24

2.04 MAINTENANCE GUARANTEE...............................................................................................................25

2.05 IDENTIFICATION OF SUBCONTRACTORS .........................................................................................25

2.06 MANDATORY PRE-BID CONFERENCE ...............................................................................................26

2.07 ADDENDA...............................................................................................................................................26 SECTION 3. AWARD AND EXECUTION OF CONTRACT ..............................................................................27

3.01 GENERAL ................................................................................................................................................27

3.02 EXECUTION OF CONTRACT, AWARD OF CONTRACT......................................................................27

3.03 RETURN OF PROPOSAL GUARANTEES ..............................................................................................27 SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES...............28

4.01 BEGINING OF WORK ............................................................................................................................28

4.02 TIME OF COMPLETION........................................................................................................................28

4.03 LIQUIDATED DAMAGES.......................................................................................................................28 SECTION 5. GENERAL REQUIREMENTS ........................................................................................................29

5.01 LABOR NONDISCRIMINATION.............................................................................................................29

5.02 BLANK .....................................................................................................................................................29

5.03 PUBLIC SAFETY.....................................................................................................................................29

5.04 SURFACE MINING AND RECLAMATION ACT ....................................................................................29

5.05 REMOVAL HAZARDOUS SUBSTANCES...............................................................................................29

5.06 SUBCONTRACTING ...............................................................................................................................30

5.07 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS .................................................................31

5.08 PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS ............................................31

5.09 PAYMENTS..............................................................................................................................................31

5.10 CLAIMS....................................................................................................................................................32

5.11 CERTIFIED PAYROLL............................................................................................................................32

5.12 GENERAL PREVAILING WAGE RATES ................................................................................................33 SECTIONS 6. – 8. (BLANK).................................................................................................................................33 SECTION III - SPECIAL PROVISIONS ...............................................................................................................34 SECTION III-1 GENERAL ...................................................................................................................................34 III-1.01 STANDARD SPECIFICATIONS.........................................................................................................34 III-1.02 LOCATE AND PROTECT EXISTING UTILITIES .............................................................................35 III-1.03 PROTECTION OF EXISTING ROADWAY SURFACES ....................................................................36 III-1.04 WORKING HOURS ............................................................................................................................36 3 III-1.05 ALIGNMENT AND GRADE CONTROL ............................................................................................36 III-1.06 SCHEDULE AND SEQUENCE OF OPERATION.............................................................................37 III-1.07 SUBMITTAL & SHOP DRAWINGS ...................................................................................................37 III-1.08 MOBILIZATION.................................................................................................................................39 III-1.09 CLEAN UP..........................................................................................................................................39 III-1.10 WATER POLLUTION CONTROL......................................................................................................39 III-1.11 TRAFFIC CONTROL..........................................................................................................................40 III-1.12 SAFETY (SHEETING AND SHORING) .............................................................................................42 III-1.13 WARRANTY ........................................................................................................................................42 III-1.14 AS-BUILT PLANS...............................................................................................................................43 III-1.15 INSURANCE.......................................................................................................................................43 III-1.16 COMPENSATION ..............................................................................................................................43 SECTION III-2 EARTH WORK............................................................................................................................43 III-2.01 GENERAL...........................................................................................................................................44 III-2.02 CLEARING AND GRUBBING............................................................................................................44 III-2.03 EROSION CONTROL.........................................................................................................................45 SECTION III-3 ROAD WORK..............................................................................................................................47 III-3.01 GENERAL...........................................................................................................................................47 III-3.02 MISCELLANEOUS CONCRETE CONSTRUCTION .........................................................................47 III-3.03 SURFACE GRINDING (Asphalt Concrete)........................................................................................47 III-3.04 AGGREGATE BASE...........................................................................................................................47 III-3.05 ASPHALT CONCRETE ......................................................................................................................48 III-3.06 ADJUST UTILITIES TO GRADE .......................................................................................................48 III-3.07 STRIPING AND PAVEMENT MARKERS ..........................................................................................49 III-3.08 SIGNING (NOT USED) .....................................................................................................................49 III-3.09 MISCELLANEOUS METALS .............................................................................................................50 III-3.10 PRECAST CONCRETE WHEEL STOPS (NOT USED) ....................................................................50 III-3.11 UNSUITABLE MATERIAL .................................................................................................................50 III-3.12 REPAIR/REPLACE LANDSCAPING .................................................................................................51 III-3.13 PAVING FABRIC (NOT USED)........................................................................................................51 SECTION III-4 STORM DRAIN..........................................................................................................................52 III-4.01 STORM DRAIN PIPE (NOT USED)...................................................................................................52 III-4.02 TRENCHES AND BACKFILL ............................................................................................................52 III-4.03 STORM DRAIN CATCH BASINS AND JUNCTION BOXES (NOT USED).......................................55 III-4.04 CONNECTION TO EXISTING STORM DRAIN JUNCTION BOX (NOT USED) .............................56 III-4.05 COMPACTION TESTING ..................................................................................................................56 SECTION III-5 GRAVITY SANITARY SEWER................................................................................................58 III-5.01 SANITARY SEWER PIPE ...................................................................................................................58 III-5.02 INSTALLATION..................................................................................................................................58 III-5.03 TRENCHES AND BACKFILL ............................................................................................................59 III-5.04 COMPACTION TESTING ..................................................................................................................59 III-5.05 MANHOLES .......................................................................................................................................59 III-5.06 CLEANING OF GRAVITY SEWER MAINS........................................................................................59 III-5.07 LEAKAGE TESTING OF GRAVITY SEWER MAINS AND SEWER MANHOLES.............................60 III-5.08 CLEANOUTS ......................................................................................................................................62 III-5.09 CONNECTION TO EXISTING MANHOLES .....................................................................................62 III-5.10 COMPENSATION ..............................................................................................................................62 SECTION III-6 IRRIGATION (NOT USED).......................................................................................................63 III-6.01 IRRIGATION PIPE (NOT USED) ......................................................................................................63 III-6.02 TRENCHES AND BACKFILL ............................................................................................................63 III-6.03 COMPACTION TESTING ..................................................................................................................63 III-6.04 VALVES (NOT USED)........................................................................................................................63 III-6.05 CHLORINATION OF PIPELINES (NOT USED)...............................................................................63 III-6.06 BACKFLOW PREVENTION DEVICES (NOT USED).......................................................................64 III-6.07 DRINKING FOUNTAIN (NOT USED)...............................................................................................64 III-6.08 COMPENSATION (NOT USED)........................................................................................................64 4 SECTION III-7 PIPE BURSTING ........................................................................................................................64 III-7.01 GENERAL...........................................................................................................................................64 III-7.02 QUALIFICATIONS.............................................................................................................................65 III-7.03 SUBMITTALS .....................................................................................................................................65 III-7.04 DELIVERY, STORAGE AND HANDLING .........................................................................................65 III-7.05 SANITARY SEWER PIPE ...................................................................................................................66 III-7.06 EQUIPMENT......................................................................................................................................66 III-7.08 BYPASSING SEWAGE........................................................................................................................67 III-7.09 CONSTRUCTION METHOD .............................................................................................................67 III-7.10 PIPE (LINER) JOINING.....................................................................................................................68 III-7.11 WARRANTY ........................................................................................................................................68 III-7.12 COMPENSATION ..............................................................................................................................69 ATTACHMENTS: Improvement Plans Entitled “A Sewer Main Pipe Bursting Project for The Sutter Oaks Residential Area ” dated 08-2023
5 INTENTIONALLY LEFT BLANK
6 NOTICE TO CONTRACTORS
Separate sealed BIDS for A SEWER MAIN PIPE BURSTING PROJECT FOR THE SUTTER OAKS RESIDENTIAL AREA will be received by the CITY OF SUTTER CREEK, City Hall, 18 Main Street, Sutter Creek, California, 95685, until September 26, 2023 at 10:00 A.M. and then at said City Hall publicly opened and read aloud.

The work is generally described as follows: Sanitary sewer main improvements in the Sutter Oaks Residential Area, including replacing approximately 4502 lineal feet of existing six (6) inch Clay Pipe sewer main using the Pipe Bursting Method , replacing approximately 553 lineal feet of existing four (4) inch Clay Pipe sewer main using the Pipe Bursting Method, installing two (2) new manholes, installing ten (10) new cleanouts, and reconnection of sixty-three (63) existing sewer services to the newly replaced sewer mains.

Bids are required for the entire project as set forth in the specifications, and all work shall be completed within 75 work days. At the time the contract is awarded, the contractor shall possess a Class A license.

The Engineer’s Base Bid Estimate does not exceed $740,000. Additive Alternate #1 Engineer’s Estimate does not exceed $220,000.

A mandatory pre-bid conference will be held September 13, 2023 at 10:00 a.m. at the City Community Center located at 33 Church Street. Representatives of the City will be present to answer bidder's questions and conduct a site tour. Project specifications, special provisions, plans, and proposal forms for bidding this project can be examined at Weatherby Reynolds Fritson Engineering & Design, 206 Peek Street, Jackson, California, 95642 or City of Sutter Creek City Hall, 18 Main Street, Sutter Creek, California 95685 and can be obtained at City of Sutter Creek City Hall, 18 Main Street, Sutter Creek, California 95685 upon payment of a non refundable fee of $50.

Inquiries or questions based on alleged patent ambiguity of the plans, specifications or estimate must be communicated as a bidder inquiry prior to bid opening directed to the City Engineer at Sutter Creek City Hall in writing to [email protected]. Any such inquiries or questions, submitted after bid opening, will not be treated as a bid protest.

This contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990 and payment to the contractor shall be in accordance with Section 9-1.16, “Progress Payments” of the State Standard Specifications and the project specifications.

The successful bidder shall furnish a fully executed payment bond and performance bond.

Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in Amador County have been determined by the Director of the California Department of Industrial Relations. The wages set forth in the General Prevailing Wage Rates for this project are available from the 7 California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov/DLSR/PWD.

No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code Section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

The City reserves the right to reject any or all bids, and further reserves the right to waive any irregularities in the bids.

________________________________________
Grant Reynolds, City Engineer Date
8 PROPOSAL
PROPOSAL TO: CITY OF SUTTER CREEK
The undersigned bidder hereby proposes to furnish all labor, materials, equipment, tools and services necessary to perform all work required for complete improvements in accordance with the plans and specifications entitled “A SEWER MAIN PIPE BURSTING PROJECT FOR THE SUTTER OAKS RESIDENTIAL AREA” in accordance with the intent of plans, specifications, and all addenda issued by Owner.

EXISTENCE OF CONTRACT: A contract between the bidder and the public agency shall not be deemed to exist until all of the following three steps have been taken:

1. The contract has been awarded by the legislative body;

2. The contractor has executed a written agreement, in substantially the form set forth herein, within 10 days after notice that the contract has been awarded. 3 The contractor has delivered to the public agency the written agreement together with the faithful performance bond and payment bond and such certificates of insurance in accordance with these special provisions.

If bidder fails to comply with all three steps within the time specified, the proposal guarantee furnished by bidder shall be forfeited to Owner as liquidated damages for such failure. If bidder executes the Contract, secures the required insurance and bonds, and furnishes the required insurance certificates within time specified herein, bidder's check, if furnished, shall be returned within five (5) days thereafter, and the bid bond, if furnished, shall become void.

Bidder further agrees to complete all work required under the Contract within the time stipulated in said specifications, and to accept as full compensation therefore the price(s) set forth in the bid summary.
9 BID SUMMARY

CITY OF SUTTER CREEK

A SEWER MAIN PIPE BURSTING PROJECT FOR THE SUTTER OAKS

RESIDENTIAL AREA

BASE BID
Item Quantity Units Description Unit Price Total Price

1. 1 LS Locate & Protect Existing Utilities $ $

2. 1 LS Traffic Control $ $

3. 1 LS Clearing & Grubbing $ $

4. 1 LS Sheeting, Shoring and Bracing $ $

5. 2000 SF Sawcut and Remove Paving $ $

6. 3615 LF 6” Diameter Sanitary Sewer – Pipe Burst $ $

7. 419 LF 4” Diameter Sanitary Sewer - Pipe Burst $ $

8. 2 EA Sanitary Sewer Manhole $ $

9. 48 EA Reconstruct & Reconnect Laterals $ $

10. 7 EA Sanitary Sewer Cleanout $ $

11. 120 CY Concrete Slurry Backfill (CLASS 4) $ $

12. 45 TON 3/4" Clean Gravel $ $

13. 20 TON Asphalt Concrete $ $

14. 3000 SF Repair/Replace Landscaping $ $

15. 1 LS Erosion Control $ $

16. 25 CY Miscellaneous Concrete $ $

17. 50 (CA) CY Unsuitable Material $ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
TOTAL BASE BID $
(CA) = Contingency Allowance
10 BID SUMMARY

CITY OF SUTTER CREEK

A SEWER MAIN PIPE BURSTING PROJECT FOR THE SUTTER OAKS

RESIDENTIAL AREA
ADDITIVE ALTERNATE #1 (ITEMS LABELED AA#1 ON PLAN)
Item Quantity Units Description Unit Price Total Price

1. 1 LS Locate & Protect Existing Utilities $ $

2. 1 LS Traffic Control $ $

3. 1 LS Clearing & Grubbing $ $

4. 1 LS Sheeting, Shoring and Bracing $ $

5. 800 SF Sawcut and Remove Paving $ $

6. 887 LF 6” Diameter Sanitary Sewer – Pipe Burst $ $

7. 134 LF 4” Diameter Sanitary Sewer - Pipe Burst $ $

8. 0 EA Sanitary Sewer Manhole $ $

9. 15 EA Reconstruct & Reconnect Laterals $ $

10. 3 EA Sanitary Sewer Cleanout $ $

11. 75 CY Concrete Slurry Backfill (CLASS 4) $ $

12. 45 TON 3/4" Clean Gravel $ $

13. 10 TON Asphalt Concrete $ $

14. 1150 SF Repair/Replace Landscaping $ $

15. 1 LS Erosion Control $ $

16. 16 CY Miscellaneous Concrete $ $

17. 50 (CA) CY Unsuitable Material $ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
TOTAL ADDITIVE ALTERNATE #1 $
(CA) = Contingency Allowance
11 Bidder hereby agrees to commence work under this contract on or before a date to be specified in the Notice to Proceed and to fully complete the project within (75) consecutive work days thereafter. Fifteen (15) additional consecutive work days will be allowed for completion of Additive Alternate #1, should the City award the Additive Alternate. Bidder further agrees to pay liquidated damages as set forth in Section II-4 of these specifications.

CONFIRMATION OF ANY ADDENDUMS: The following addendums were received and considered as part of this bid package:

Addendum(s) _______________ _______________ _______________ By submission of a bid, bidder certifies possession of a duly issued and valid contractor's license issued by the State of California, which license authorizes bidder to contract to perform the type of work required by the specifications and that bidder has not less than five years of comparable and acceptable public work experience. Bidder further certifies that the plans and specifications and project site have been reviewed, that the special state and federal requirements have been read and understood and that full compensation for all work required for a complete and operational project has been included in the contract bid prices set forth above.

Should the Bidder fail to provide below, the number and classification of Bidder's State Contractor's License, and complete and accurate "Information Required of Bidder," the Owner may reject this bid therefore.

Dated: ___________________
By: ___________________________________________
(Contractor's Signature)
Title: ___________________________________________
Business Name: ___________________________________
Contractors Lic. No.: ______________________________
Expiration Date: ___________________________________
SEAL (if corporation)
12 INFORMATION REQUIRED OF BIDDER
The bidder shall furnish the following information. Failure to comply with this requirement will render the Proposal informal and may cause its rejection. Additional sheets shall be attached as required.

1. Contractor's name and address:
__________________________________________________________________ __________________________________________________________________ __________________________________________________________________

2. Contractor's telephone number: ________________________________________

3. Contractor's license: Primary classification _______________________________ State License No. ___________________________ Exp. Date _______________ Supplemental classifications held, if any: _________________________________ __________________________________________________________________

4. Number of years as a contractor in construction work of this type: ____________*

5. Names and titles of all officers of contractor's firm:
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________

6. Name of person in your firm who inspected site of the proposed work and reviewed the project plans and specifications.

Name: ____________________________________________________________ Date of Inspection: __________________________________________________

7. Name, address, and telephone number of surety company and agent who will provide the required bonds on this contract:
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________ *Contractor and his subcontractors shall have not less than five (5) years of successful experience in municipal public works construction of each phase of work required by this contract. Contractor represents that he has such experience and is qualified to perform all work except as set forth in paragraph 8, and that subcontractors listed hereon have been contacted and agreed to perform the designated work. Bidders are directed to Section II3, Award and Execution of Contract. 13 8. The bidder shall list below the name, business address, license number and DIR number of each subcontractor who will perform work under this contract in excess of one-half percent of the total bid price, or $5,000, whichever is greater; and shall also list the portion of the work which will be done by such subcontractor. After the opening of proposals, no changes or substitutions will be allowed without the written approval of the Owner.

Sub Contractor' Name Address & License
No.

DIR
No. Work To Be Performed
1 ______________________________
______________________________
______________________________
________ _______
_______________________________
_______________________________
_______________________________
2 ______________________________
______________________________
______________________________
________ _______
_______________________________
_______________________________
_______________________________
3 ______________________________
______________________________
______________________________
________ _______
_______________________________
_______________________________
_______________________________
4 ______________________________
______________________________
______________________________
________ _______
_______________________________
_______________________________
_______________________________
5 ______________________________
______________________________
______________________________
________ _______
_______________________________
_______________________________
_______________________________
6 ______________________________
______________________________
______________________________
________ _______
_______________________________
_______________________________
_______________________________
7 ______________________________
______________________________
______________________________
________ _______
_______________________________
_______________________________
_______________________________
8 ______________________________
______________________________
______________________________
________ _______
_______________________________
_______________________________
_______________________________
Note: Attach additional sheets as required.
14 NONCOLLUSION DECLARATION

TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
(Public Contract Code Section 7106)
The undersigned declares:

I am the___________________________of, _________________________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on___________[Date], at________________________[City], ___________________[State]. ____________________________________
Contractor
____________________________________
(Print Name)
____________________________________
(Signature)
15 BID BOND

KNOW ALL MEN BY THESE PRESENTS,
That __________________________________________________________as principal, and _____________________________________________________________ as Surety, are held and firmly bound unto _____________________________________hereinafter called "Owner," in the sum of ___________________________________________________ dollars, (not less than 10 percent of the total amount of the bid) for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

WHEREAS, said Principal has submitted a bid to said Owner to perform all work required under the bidding schedule of the Owner's specifications entitled, A SEWER MAIN PIPE BURSTING PROJECT FOR THE SUTTER OAKS RESIDENTIAL AREA.

NOW THEREFORE, if said Principal is awarded a contract by said Owner and, within the time and in the manner required in the Owner's specifications, enters into a written contract on the form of agreement bound with said specifications and furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, then this obligation shall be null and void; otherwise, it shall remain in full force and effect. In the event suit is brought upon this bond by said Owner and judgment is recovered, said Surety shall pay all costs incurred by said Owner in such suit, including a reasonable attorney's fee to be fixed by the court.

SIGNED AND SEALED, this ____ day of ______________________, 20____. ______________________________ (SEAL) ______________________ (SEAL) (Principal) (Surety)
By: _________________________ By: _____________________________ (Signature) (Signature)
(SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY)
16 A SEWER MAIN PIPE BURSTING PROJECT FOR THE SUTTER OAKS

RESIDENTIAL AREA

CONSTRUCTION AGREEMENT
THIS AGREEMENT, made and entered into on ___________________________, 2023, by and between the City of Sutter Creek, California (hereinafter referred to as CITY), and ___________________________, Contractor, (hereinafter referred to as CONTRACTOR), or under the authority of the Public Contract Code of the State of California.

The parties hereto mutually agree as follows:

For and in consideration of the mutual promises and other valuable consideration set forth herein, receipt of which is hereby acknowledged, City agrees to employ Contractor and Contractor agrees to furnish all materials and labor for the prescribed work; perform and complete in good and workmanlike manner all the work pertaining thereto shown on the plans and specifications therefore; to furnish at his sole cost and expense all materials, tools, equipment and facilities, and all labor and services necessary therefore (except such materials, if any, which under the specifications are to be furnished by the City), and to do everything required by this Agreement and said plans and specifications, including but not limited to the payment of prevailing wages as required by state law.

Contractor is responsible for furnishing all said materials and labor, tools and equipment, and doing all the work contemplated and embraced in this Agreement, also for all loss and damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work until its acceptance by the City, and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in the said specifications are expressly stipulated to be borne by the City. For well and faithfully completing the work and the whole thereof, in the manner shown and described in said plans and specifications, the City will pay and the Contractor shall receive in full compensation therefore the lump sum price, or if the bid is on the unit price basis, the total price for the several items furnished pursuant to the specifications, named in the schedule of the Proposal in the amount of _______________________.

The Notice To Contractors, Proposal, and Specifications, copies of which are attached hereto, are hereby incorporated into and made a part of this Agreement by reference as if fully set forth.

Civil Code Section 3247 requires every contractor that receives a public works contract to file a payment bond and performance bond with the awarding agency for the agency’s review and approval. It is the public agency’s mandatory duty to ensure that the general contractor’s payment bond surety meets the requirement of Code of Civil Procedure 995.310.

The City requires that the contractor submit verification from the California Insurance Commissioner of the surety’s certificate of authority to issue such bonds. If the surety is not admitted or the certificate is unavailable, the agency must reject the bonds and the proposed contract unless and until the contractor furnishes bonds provided by an admitted surety insurer or 17 by otherwise sufficient sureties. Verification from the California Insurance Commission must be received, along with the bonds, before work begins, or no payment shall be made to Contractor.

Contractor shall submit a detailed schedule of work at the pre-construction conference for approval by the City Engineer. This contract shall not take effect and no payment shall be made to Contractor until that schedule is submitted and approved.

If Contractor fails to complete the work in accordance with the schedule set forth in the specifications and/or accordance with Section 4 of Section II, Supplemental General Conditions, of the project specifications, Contractor shall be liable for liquidated damages pursuant to Section II-4.03, for each day of delay. Liquidated damages accrued shall be deducted from compensation due the Contractor and retained by City.

All certificates of insurance, policy endorsements, and all other certificates required by the specifications shall be on file with the City before work begins or no payment will be made to Contractor.

This is a public works contract within the meaning of Part 7 of Division 2 of the California Labor Code (Sections 1720 and following), and the contractor and any subcontractor under him shall pay not less than the specified prevailing rates of wages to all workmen employed and be registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5.

IN WITNESS WHEREOF, the Parties hereto have caused this contract to be executed the day and year first above written.

CITY OF SUTTER CREEK CONTRACTOR
By_______________________________ By_________________________________ Sandra Spelliscy, Date Date
Interim City Manager
ATTEST: ____________________________
18 PERFORMANCE BOND

KNOW ALL MEN BY THESE PRESENTS,
That ________________________________________________________as Contractor, and __________________________________________________ as Surety, are held and firmly bound unto _____________________________________hereinafter called "Owner," in the sum of _______________________________________________dollars, (Equivalent to 100 percent of contract amount)
for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assign, jointly and severally, firmly by these presents.

WHEREAS, said Contractor has been awarded and is about to enter into the contract agreement with said Owner to perform all work required under the bidding schedule(s) of the Owner's specifications entitled A SEWER MAIN PIPE BURSTING PROJECT FOR THE SUTTER OAKS RESIDENTIAL AREA.

NOW, THEREFORE, if said contractor shall perform all the requirements of said contract required to be performed on his part, at the times and in the manner specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect.

PROVIDED, that any alterations in the work to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said contract, shall not in any way release said Contractor or said Surety there under, nor shall any extensions of time granted under the provisions of said contract release either said Contractor or said Surety, and notice of such alterations or extensions of the contract is hereby waived by said Surety.

KNOW ALL MEN BY THESE PRESENTS,
That _______________________________________________________ as Contractor, and __________________________________________________ as Surety, are held and firmly bound unto _____________________________________hereinafter called "Owner," in the sum of ______________________________________________dollars, (Equivalent to 100 percent of contract amount.)
for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assign, jointly and severally, firmly by these presents.

NOW, THEREFORE, if said contractor, or subcontractors fails to pay for any materials, equipment, or other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety will pay for the same in an amount not exceeding the sum specified above, and, in the event suit is brought upon this bond, a reasonable attorney's fee to be fixed by the court.

This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law.

SIGNED AND SEAL, this _______ day of ___________________, 20____. __________________________ (SEAL) _______________________ (SEAL) (Contractor) (Surety)
By: ________________________ By: __________________________ (Signature) (Signature)
(SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY)
20 INSURANCE REQUIREMENTS
I. THIS CONTRACT/AGREEMENT SHALL NOT BE EXECUTED BY CITY and the CONTRACTOR is not entitled to any rights, unless certificates of insurances, or other sufficient proof that the following provisions have been complied with, and such certificate(s) are filed with the CITY CLERK.

II. Without limiting Contractor’s indemnification provided herein, Contractor shall and shall require any of its subcontractors to take out and maintain, throughout the period of this Agreement, the following policies of insurance placed with insurers with a current A.M. Bests rating of no less than A:VII or its equivalent against injury/death to persons or damage to property which may arise from or in connection with the activities hereunder of Contractor, its agents, employees or subcontractors:

A. Comprehensive or Commercial General Liability Insurance at least as broad as Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001), in an amount of $1,000,000 per occurrence. If work involves explosive, underground or collapse risks, XCU must be included. If a general aggregate limit is used, either the general aggregate limit shall apply separately to this project or the general aggregate shall be twice the required occurrence limit. Said policy shall contain, or be endorsed with, the following provisions:
(1) The City, its officers, employees and agents, are covered as additional insured for liability arising out of the operations performed by or on behalf of Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officers, agents, and employees.
(2) The policy shall not be canceled or materially reduced in coverage without thirty (30) days prior written notice (10 days for non-payment of the premium) to CITY by certified mail.
(3) The inclusion of more than one insured shall not operate to impair the rights of one insured against another insured, and the coverage afforded shall apply as though separate policies had been issued to each insured, but the inclusion of more than one insured shall not operate to increase the limits of the insurer’s liability. (4) For claims related to this project, the Contractor’s insurance is primary coverage to the City, and any insurance or self-insurance programs maintained by the City are excess to Contractor’s insurance and will not be called upon to contribute with it. (5) Any failure to comply with reporting or other provisions of the parties, including breach of warranties, shall not affect coverage provided to City, its officers, employees, and agents.
(6) Additional co-insured, if required, are set forth in the Special Provisions of these specifications.
21 B. Automobile liability insurance with coverage at least as broad as Insurance Services Office form CA 0001 06092, Code 1 (any auto), for vehicles used in the performance of this Agreement with minimum coverage of not less than $1,000,000 per accident combined single limit (CSL). Such policy shall contain or be endorsed with the provision that coverage shall not be canceled or materially reduced in coverage without thirty (30) days prior written notice (10 days for non-payment of premium) to CITY by certified mail.

C. Workers’ Compensation insurance meeting statutory limits of the California Labor Code which policy shall contain or be endorsed to contain a waiver of subrogation against City, its officers, agents, and employees and provide for thirty (30) days prior written notice in the event of cancellation. If Contractor has no employees, Contractor may sign and file the following certification in lieu of insurance:
“I am aware of the provisions of the California Labor Code Section 3700 which requires every employer to be insured against liability for workers’ compensation or to undertake selfinsurance in accordance with the provisions of that code, and I will comply with provisions of that code before commencing with and during the performance of the work of this contract.” D. Contractor shall furnish CITY with certificates and original endorsements affecting the required coverage prior to execution of this Agreement by City. The endorsements shall be on forms as approved by the City Manager or designee. Any deductible or self-insured retention over $100,000 shall be disclosed to and approved by CITY. If Contractor does not keep all required policies in full force and effect, CITY may, in addition to other remedies under this Agreement, take out the necessary insurance, and Contractor agrees to pay the cost of said insurance.

III. HOLD HARMLESS/INDEMNIFICATION CLAUSE
A. Pursuant to Government Code section 895.4, the parties to this Agreement shall indemnify, defend and hold harmless the other parties hereto and their officers, agents, and employees, from any and all claims, demands, losses, damages, and liabilities of any kind or nature, including attorney’s fees, which arise by the virtue of its own acts or omissions (either directly or through or by its officers, agents or employees) in connection with its duties and obligations under this Agreement and any amendments hereto.

B. Acceptance of insurance, if required by this Agreement, does not relieve Contractor from liability under this indemnification clause. This indemnification clause shall apply to all damages or claims for damages suffered by Contractor’s operations regardless if any insurance is applicable or not.
22 SECTION II - SUPPLEMENTAL GENERAL CONDITIONS
SECTION 1. SPECIFICATIONS AND PLANS

1.00 GENERAL
The work embraced herein shall be done in accordance with the 2015 State Standard Specifications and the 2015 Standard Plans of the Department of Transportation insofar as the same may apply and in accordance with the following special provisions.

In order to utilize the State Standard Specifications, some definitions must be clarified. Unless the context otherwise requires, wherever in the specifications and other contract documents the following abbreviations and terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as provided in this Section One and Section 1-1.06, “Abbreviations” of the State Standard Specifications. The Contractor’s attention is directed to Section 1.01, “Definitions and Terms.” A special effort has been made to discuss all references to State, Director, and Engineer as they apply to this project. The Owner’s position of responsibility in regards to the Standard Specifications will be considered the same as the State where the Owner acts as manager of construction and will own and operate the improvement.

In case of conflict between the State Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of such conflicting portions.

1.01 DEFINITIONS AND TERMS
Contingency Allowance. Allowances are allocations of the Contract Amount to portions of the Work that could not be specified sufficiently for competitive bidding. Unused amounts remaining in the contingency allowance shall be credited to the Department by Change Order.

Department of Transportation. The Department of Public Works of the CITY OF SUTTER CREEK, State of California.

Director of Transportation. The City Council of the CITY OF SUTTER CREEK, State of California.

Engineer. The City Engineer of the CITY OF SUTTER CREEK, State of California, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.

Highway Facilities. All private and public property improvements, landscaping and facilities adjacent to and/or pertaining to the work.

Laboratory. The established laboratory of the Materials and Research Department of the Department of Transportation of the State of California or laboratories authorized by the Engineer to test materials and work involved in the contract.

Owner. CITY OF SUTTER CREEK.
23 State of California. CITY OF SUTTER CREEK.

Transportation Building, Sacramento. City Hall, CITY OF SUTTER CREEK, State of California.

State Standard Specifications. The 2023 edition of the State Standard Specifications of the State of California, Department of Transportation. Any reference therein to the State of California or a State agency, office or officer shall be interpreted to refer to City or its corresponding agency, office or officer acting under this contract.
24 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS

2.01 GENERAL
The bidder's attention is directed to the provisions in Section 2, "Bidding," of the State Standard Specifications and these special provisions for the requirements and conditions which must be observed in the preparation of the proposal form and the submission of the bid. Bidder shall possess a valid State of California Class A General Engineering Contractor's License.

The form of Bidder’s Bond set forth in Section 2-1.34, “Bidder’s Security,” of the State Standard Specifications will be found following the Proposal.

In conformance with Public Contract Code Section 7106, a Non-Collusion Declaration is included in these specifications. Signing the Proposal shall also constitute signature of the Non-Collusion Declaration.

2.02 PROPOSAL
Proposals shall be made on the blank forms prepared by the Owner or duplicate copies thereof.

All proposals shall be for the entire work and give the prices proposed, shall give all other information requested herein, and shall be signed by the bidder or his authorized representative, with his address. If the proposal is made by an individual, his name, signature and post office address must be shown; if made by a firm or partnership, the name and post office address of the firm or partnership and the signature of at least one of the general partners must be shown; if made by a corporation, the proposal shall show the name of the state under the laws of which the corporation is chartered, the name and post office address of the corporation, and the title of the person who signs on behalf of the corporation. If the proposal is made by the corporation, a certified copy of the bylaws or resolution of the board of directors of the corporation shall be furnished showing the authority of the officer signing the proposal to execute contracts on behalf of the corporation. No bidder may withdraw its bid for a period of 45 days after the bid opening date.

2.03 PROPOSAL GUARANTEE
Each proposal shall be accompanied by a certified or cashier's check or bid bond in the amount of ten percent (10%) of the total bid price payable to the Owner as a guarantee that the bidder, if bidder's proposal is accepted, will promptly execute the contract, secure payment of workers' compensation insurance and furnish a satisfactory faithful performance bond in the amount of one hundred percent (100%) of the total bid price and a labor and material bond in the amount of one hundred percent (100%) of the total bid price.
25 2.04 MAINTENANCE GUARANTEE
The Contractor shall guarantee the entire work constructed by Contractor under the Contract to be free of defects in materials and workmanship for a period of one (1) year following the date of acceptance of the work by the Owner. The Contractor shall make, at Contractor's own expense, any repairs or replacements made necessary by defects in materials and workmanship which become evident within said guarantee period. The Contractor shall indemnify and save harmless the Owner and the Engineer and officers, agents and employees of the Owner and the Engineer against and from all claims and liability arising from damage and injury due to said defects. The Contractor shall make all repairs and replacements promptly upon receipt of written order from the Engineer. Should Contractor fail to make the repairs and replacements promptly, the Owner shall cause the work to be done, and the Contractor and Contractor's surety shall be liable to the Owner for the cost of all such work.

Maintenance guarantee shall be a surety bond or other approved security which shall be delivered to the Owner prior to the date on which final payment is made. Said security shall be in an approved form and executed by a surety company or companies satisfactory to the Owner in the amount of ten percent (10%) of the contract price or Five Thousand Dollars ($5,000), whichever is greater. Security shall remain in force for the duration of the guarantee period specified herein. In lieu of providing security as prescribed above, the Contractor may provide for the Faithful Performance Bond furnished under the Contract to remain in force until the expiration of said guarantee periods.

Specific guarantees for periods longer than one (1) year may be specified in the Special Conditions for specific equipment and materials.

2.05 IDENTIFICATION OF SUBCONTRACTORS
In accordance with Section 4104 of the California Government Code, each bidder, in his Bid, shall set forth:

1. The name, DIR registration number, and location of the place of business of each subcontractor who will perform work or labor, or render services to the contractor, in an amount in excess of one-half of one percent of the Contractor's total bid; and

2. The portion of the work which will be done by each such subcontractor.

In accordance with Section 4107 of the California Government Code, no Contractor whose bid is accepted shall, without consent of the OWNER, either:

1. Substitute any person as a subcontractor in place of the subcontractor designated in the original bid; or

2. Permit any such subcontract to be assigned or transferred, or allow it to be performed by anyone other than the original subcontractor listed in the bid; or 26 3. Sublet or subcontract any portion of the work in excess of one half of one percent of the Contractor's total bid as to which his original bid did not designate a subcontractor.

Penalties for failure to comply with the foregoing sections of the California Government Code are set forth in Section 4106, 4110, and 4111 of the Government Code.

2.06 MANDATORY PRE-BID CONFERENCE
A manatory pre-bid conference will be held:

DATE: September 13, 2023
TIME: 10:00 A.M.

LOCATION: City of Sutter Creek, City Community Center, 33 Church Street, Sutter Creek, California 95685.

Representatives of the City and City Engineer's office will be present to conduct a field review and answer all bidders' questions at that time.

2.07 ADDENDA
Each proposal shall include specific acknowledgment in the space provided of receipt of all addenda issued during the bidding period. Failure to so acknowledge may result in the proposal being rejected as not responsive.
27 SECTION 3. AWARD AND EXECUTION OF CONTRACT

3.01 GENERAL
The bidder's attention is directed to the provisions in Section 3, "Contract Award and Execution," of the State Standard Specifications and these special provisions. The award of contract, if it be awarded, will be made within forty-five (45) days to the lowest responsible bidder whose proposal complies with all the requirements prescribed herein.

Bid protests shall be delivered to: Sutter Creek City Hall, 18 Main Street, Sutter Creek, California 95685.

3.02 EXECUTION OF CONTRACT, AWARD OF CONTRACT
The City reserves the right to accept or reject any and all bids for a period of forty-five (45) days after the date of opening, and to waive any informality or irregularity in any bid. No bid can be withdrawn during such forty-five (45) day period.

Before a bid is considered for award, the City may, in addition to the Experience Qualifications form, require a bidder to submit a statement of facts and details as to its business, technical organization and financial resources and equipment available and to be used in performing the work. Additionally, the City may require evidence that the bidder has performed acceptable work of comparable magnitude and type. The City expressly reserves the right to reject any bid if it determines that the business and technical organization, equipment, financial and other resources or other experience of the bidder (including the bidder’s subcontractors) is not sufficient to qualify bidder for the work bid upon and, therefore, justifies such rejection.

The award of the Contract, if awarded, will be to the lowest responsible responsive bidder whose bid complies with the requirements set forth herein and award thereto is in the best interest of the City. The issuance by the City of a notice to the successful bidder of the award of the contract (hereinafter “Notice of Award”) shall be deemed the award of Contract.

The contract shall be executed by the successful bidder and shall be returned, together with the contract bonds and required insurance certificates within 10 working days after the bidder has received the contract for execution. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed documents shall be delivered to the following address: City of Sutter Creek City Hall, 18 Main Street, Sutter Creek, California 95685.

3.03 RETURN OF PROPOSAL GUARANTEES
Within 45 days after bids are opened, the Owner will return the proposal guarantees accompanying the proposals which are not to be considered in making the award. All other proposal guarantees will be held until the Contract has been fully executed after which they will be returned to the respective bidders whose proposals they accompany.
28 SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION

AND LIQUIDATED DAMAGES

4.01 BEGINING OF WORK
Attention is directed to the provisions in Section 8-1.02, “Schedule,” in Section 8-1.04, “Start of Job Site Activities,” in Section 8-1.05, “Time,” and in Section 8-1.10, “Liquidated Damages,” of the State Standard Specifications and these special provisions.

The Contractor shall submit to the Engineer at the pre-construction conference, a complete schedule indicating all phases of the work and their start-up and completion dates. It shall be the responsibility of the Contractor to comply with the construction schedule and apprise the Engineer of any and all circumstances that require alteration to that schedule. The Engineer will require periodic updating of the schedule to insure timely and orderly completion of the project. It is the desire of the Owner to complete the project at its earliest possible time.

The Contractor shall begin work within ten (10) calendar days after receipt of the Notice to Proceed.

4.02 TIME OF COMPLETION
Said work shall be diligently prosecuted to completion before the expiration of Seventy-five (75) working days.

Failure to provide a competent work force or diligently prosecute the work in accordance with the approved progress schedule shall be cause for temporary suspension of work or termination of the contract.

4.03 LIQUIDATED DAMAGES
The Contractor shall pay Owner liquidated damages pursuant to Section 8-1.10, "Liquidated Damages," of the Standard Specifications for each and every calendar day after expiration of the working days plus any time extension approved by the Engineer. 29 SECTION 5. GENERAL REQUIREMENTS

5.01 LABOR NONDISCRIMINATION
Attention is directed to the Miscellaneous Provisions of Section I and the following Notice that is required by Chapter 5 of Division 4 of Title 2, California Code of Regulations.

NOTICE OF REQUIREMENT FOR NONDISCRIMINATION
PROGRAM (GOV. CODE, SECTION 12990)
Your attention is called to Section 7-1.02I(2), “Nondiscrimination,” of the State Standard Specifications, which is applicable to all nonexempt state contracts and subcontracts, and to the “Standard California Nondiscrimination Construction Contract Specifications” set forth therein.

The Specifications are applicable to all nonexempt state construction contracts and subcontracts of $5,000 or more.

5.02 BLANK

5.03 PUBLIC SAFETY
The Contractor shall provide for the safety of traffic and the public in accordance with the provisions in Section 7-1.04, “Public Safety,” of the State Standard Specifications and these special provisions.

5.04 SURFACE MINING AND RECLAMATION ACT
Attention is directed to the Surface Mining and Reclamation Act of 1975, commencing in Public Resources Code, Mining and Geology, Section 2710, which establishes regulations pertinent to surface mining operations.

Material from mining operations furnished for this project shall only come from permitted sites in compliance with the Surface Mining and Reclamation Act of 1975.

The requirements of this section shall apply to all materials furnished for the project, except for acquisition of materials in conformance with Section 4-1.04, “Use of Materials Found on the Job Site,” of the State Standard Specifications.

5.05 REMOVAL HAZARDOUS SUBSTANCES
When the presence of hazardous substances are not shown on the plans or indicated in the specifications and the Contractor encounters materials which the Contractor reasonably believes to be a hazardous substance as defined in Section 25914.1 of the Health and Safety Code, and the asbestos or hazardous substance has not been rendered harmless, the Contractor may continue work in unaffected areas reasonably believed to be safe, and shall immediately cease work in the affected area and report the condition to the Engineer in writing. 30 In accordance with Section 25914.1 of the Health and Safety Code, all such removal of asbestos or hazardous substances including any exploratory work to identify and determine the extent of such asbestos or hazardous substance will be performed by separate contract.

Should compliance with this section delay the current controlling operation, as determined by the Engineer, the Contractor will be compensated for such delay as provided in Section 8-1.07, “Delays,” of the State Standard Specifications.

5.06 SUBCONTRACTING
Attention is directed to the provisions in Section 5-1.13, “Subcontracting,” of the State Standard Specifications and these special provisions.

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

If the Contractor violates Pub Cont Code § 4100 et seq., the City of Sutter Creek may exercise the remedies provided under Pub Cont Code § 4110. The City of Sutter Creek may refer the violation to the Contractors State License Board as provided under Pub Cont Code § 4111.

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

Each subcontract must:

1. Comply with the contract.

2. Have an active and valid State contractor's license with a classification appropriate for the work to be performed (Bus & Prof Code, § 7000 et seq.).

3. Submit copies of subcontracts upon request by the Engineer.

4. Before subcontracted work starts, submit a Subcontracting Request form.

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

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

Pursuant to the provisions in Section 1777.1 of the Labor Code, the Labor Commissioner publishes and distributes a list of contractors ineligible to perform work as a subcontractor on a public works project. This list of debarred contractors is available from the Department of Industrial Relations web site at:
http://www.dir.ca.gov/DLSE/Debar.html.
31 5.07 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS
A prime contractor or subcontractor shall pay any subcontractor no later than 10 days of receipt of each progress payment in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The 10 days is applicable unless a longer period is agreed to in writing.

Any delay or postponement of payment over 30 days may take place only for good cause and with the City's prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanction and other remedies of that section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor.

5.08 PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS The City shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the City, of the contract work, and pay retainage to the prime contractor based on these acceptances. The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the agency’s prior written approval. Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor.

5.09 PAYMENTS
Attention is directed to Section 9-1.16, “Progress Payments,” and 9-1.17, “Payment After Contract Acceptance,” of the State Standard Specifications and these special provisions.

No partial payment will be made for any materials on hand which are furnished but not incorporated in the work. Owner shall withhold five percent (5%) retention from all partial payments until the lien period has elapsed, and all payments to subcontractors and suppliers have been made.

Substitution of security in lieu of retention as set forth in Section 22300 of the Public Contract Code is subject to legal counsel review and approval by the City Council of the security proposed. 32 The provisions of Section 9-1.06, “Changed Quantity Payment Adjustments,” of the State Standard Specifications do not apply to various items of work. Attention is directed to Section III, “Special Provisions,” of these specifications.

Contractor’s attention is directed to Section 5.10, “Claims,” of these specifications.

5.10 CLAIMS
All claims shall be in conformance with Section 9-1.17D, “Final Payment and Claims” of the State Standard Specifications except that the City Council will make the final determination of any claims which remain in dispute after completion of claim review by the Engineer.

Upon final determination of all claims, the Engineer shall make and issue his final estimate in writing, and within 30 days thereafter the City will pay the entire sum, if any, found due thereon.

Such final estimate shall be conclusive and binding against both parties to the contract on all questions relating to the work done and the compensation therefore.

5.11 CERTIFIED PAYROLL
All contractors will submit certified payrolls to the Owner's Representative within 7 days of the end of each weekly period. Other Labor Standards requirements for this project are set forth in this section of the specifications. Payment will not be released until certified payrolls and labor standards certifications are current and complete.

No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

The prime contractor must post job site notices prescribed by regulations.

All contractors and subcontractors must furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor Standards Enforcement). 33 5.12 GENERAL PREVAILING WAGE RATES
Attention is directed to Section 7-1.02K(2), "Wages," of the Standard Specifications.

Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in Amador County have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project and are available from the California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov/DLSR/PWD.

SECTIONS 6. – 8. (BLANK)
34 SECTION III - SPECIAL PROVISIONS
SECTION III-1 GENERAL
III-1.01 STANDARD SPECIFICATIONS
The following Standard Specifications when referred to herein shall be complied with:

American Association of State Highway & Transportation Officials (ASSHTO) American Concrete Institute (ACI)
American Gas Association (AGA)
American Gear Manufacturers Association (AGMA)
Institute of Electrical and Electronic Engineers (IEEE) American Institute of Steel Construction (AISC)
American Society of Testing and Materials (ASTM)
American Society of Civil Engineers (ASCE)
American Society of Heating, Refrigeration, and Air
Conditioning Engineers (ASHRAE)
American Society of Mechanical Engineers (ASME)
American Standard Association (ASA)
American Water Works Association (AWWA)
American Welding Society (AWS)
American Wood Preserves Association (AWPA)
Antifriction Bearing Manufacturers Association (AFBMA)
Code of Federal Regulations (CFR)
Diesel Engine Manufacturers Association (DEMA)
Edison Electrical Institute (EEI)
Federal Specifications (Fed. Spec.)
National Electric Code (NEC)
National Electrical Manufacturers Association (NEMA)
National Electric Safety Code (NESC)
National Lumber Manufacturers Association (NLMA)
Underwriters’ Laboratories, Inc. (UL)
California Building Code (CBC)
State Standard Specifications 2015, State of California, Department of Transportation (SSS)
State Standard Plans, State of California,
Department of Transportation (SSP)
35 III-1.02 LOCATE AND PROTECT EXISTING UTILITIES
This item of work shall cover the location and protection of ALL existing underground and above ground utilities as required under Section 4215 of the Government Code as amended. The Contractor’s attention is directed to Section III-1.06, “Schedule and Sequence of Operation.” Contractor shall, as an initial task, locate existing utilities and pothole designated areas for location and protection of existing underground facilities within the project as necessary to coordinate and schedule his work.

Contractor shall conduct his operations to protect all existing utilities and shall contact the following underground alert systems for assistance:

Amador Water Agency 209-223-3018
Pacific Gas & Electric 209-223-2300
Underground Service Alert (USA) 811 or 800-227-2600
City Sewer 209-267-5647
These alert systems may be of assistance in the location of underground utilities. Underground utilities are located in the work area. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES. The Contractor shall also take all steps necessary to protect private landscape sprinkler systems.

Contractor’s attention is directed to Section 5-1.36, “Property and Facility Preservation,” of the State Standard Specifications. Nothing is this Section III-1.02 shall relieve the Contractor of his responsibility set forth in said Section 5-1.36.

When existing facilities are damaged or interrupted by Contractor’s activity, repair shall be conducted immediately at Contractor’s expense. Contractor shall be liable for all costs associated with repair consistent with utility standards, any interruption in service, the cost of lost water, any fines associated with discharge of wastewater, storm water, or other hazardous materials, and or any fines imposed upon the agency resulting from activities of the Contractor.

Whenever the Contractor encounters any utility requiring protection, he shall take all actions necessary to protect those facilities from damage caused by his operation and shall be responsible for perpetual protection of those facilities through the duration of work.

Contractor shall be responsible to have utility representatives on site during the course of excavation in and around any such facility to guarantee emergency shutoffs or other action can be taken in a timely manner. Contractor shall notify agency inspector when any work is conducted near existing utilities. Damage to facilities shall be immediately reported and all appropriate action taken to insure emergency shut off and repairs are accomplished in a timely manner.

Contractor shall provide, at all times, resources necessary to make or arrange for emergency repair in accordance with the regulations of the agency and utility impacted. 36 The Contractor is alerted that all utilities are not shown on the contract plans.

Full compensation for all labor, tools, materials, and incidentals for doing all work in completing this item of work in accordance with the plans and specifications shall be included in the lump sum contract price paid for “Locate & Protect Existing Utilities,” and no additional compensation will be allowed therefore. No delay compensation will be made for contractor’s failure to coordinate with utilities in advance of the work.

III-1.03 PROTECTION OF EXISTING ROADWAY SURFACES
The Contractor shall protect all City roadway surfaces during the course of work. All equipment working in surfaced roadways shall be equipped with street pads. Damaged roadway surfaces shall be repaired and/or restored at the Contractor’s expense to the satisfaction of the Engineer.

III-1.04 WORKING HOURS
The Contractor shall restrict his working hours from 8:00 A.M. to 5:00 P.M., Monday through Friday, unless otherwise approved by the Engineer. No work will be allowed on holidays or weekends except as authorized by the Engineer.

The Engineer may restrict work hours in specific areas to protect the public. The Contractor will be given written notice of any work hour restriction. The Contractor is directed to Section III1.06, “Schedule and Sequence of Operation.” III-1.05 ALIGNMENT AND GRADE CONTROL
The grade and alignment of work shall be maintained by conforming to the plans, typical sections, details, and as directed by the Engineer. The Engineer will be available daily to answer all questions regarding the work. Contact Grant Reynolds at 209-223-0381.

Horizontal and vertical alignment for the sanitary sewer facilities will be from information provided by the City on the project plans. Manhole and cleanout location stakes will be provided by the City. THE COST OF RE-STAKING SHALL BE BORNE BY THE CONTRACTOR.

The Contractor shall set such supplemental stakes and references as required for the accurate construction of the project. No work shall start until such time as the Engineer has had the opportunity to inspect such stakes.

Prior to any construction, the Contractor shall carefully examine the plans, typical sections, and details. In the event the Contractor finds a discrepancy, he shall immediately notify the City Engineer. No work shall commence prior to resolution of all discrepancies.

Full compensation for control of work as set forth herein shall be included in the contract price paid for the various affected items of work, and no additional compensation or delay claim will be allowed therefore.
37 III-1.06 SCHEDULE AND SEQUENCE OF OPERATION
The Contractor shall submit to the Engineer, five (5) work days prior to commencing work, a complete schedule indicating all phases of the work and their start-up and completion dates. It shall be the responsibility of the Contractor to comply with the construction schedule and apprise the Engineer of any and all circumstances that require alteration to that schedule. The Contractor shall submit an updated weekly work schedule with the Engineer to insure timely and orderly completion of the project. It is the desire of the Owner to complete the project at its earliest possible time. See Specification Section III-7 PIPE BURSTING for additional submittals required prior to commencing with work.

Should the Contractor fail to prosecute the work in compliance with the schedule of work or reasonable modifications thereto, due to avoidable delay, the Owner may terminate the work in accordance with Section 8-1.14, “Contract Termination” of the State Standard Specifications.

III-1.07 SUBMITTAL & SHOP DRAWINGS
The Contractor shall provide complete shop drawings and/or manufacturer’s data on every manufactured item to be incorporated in this project. All materials required for this project shall be submitted to the Engineer for approval prior to installation of the materials.

Submittal Procedure:

A. Submittals shall be made in triplicate at the Contractor’s expense. Submittals shall include Safety Plans, Progress Schedule, Product Data, Shop Drawings, Samples, Quality Assurance Control Data, and Certificates of Compliance for all items in the Cities Quality Assurance Plan (QAP). ALL submittals shall be submitted prior to first pay request or within fifteen (15) calendar days after receipt of Notice to Proceed, whichever comes first unless otherwise approved by the Engineer. One copy of submittals will be returned to the Contractor.

B. Submittal data shall be presented in a clear, precise, and thorough manner. Photocopies are acceptable provided they are as good a quality as the original. The Contractor shall clearly and boldly mark each copy with arrows or circles to identify pertinent products (highlighting is acceptable, provided it is done on all copies submitted). Inapplicable portions shall be marked out.

C. The data shown on the submittals shall be complete with respect to quantities, dimensions, profile sizes, connections, attachments, fasteners, specified performance and design criteria, materials, applicable standards (such as ASTM numbers), etc., and similar data to show the Engineer the materials the Contractor proposes to provide and to enable the Engineer to review the information. Submittals shall be identified and organized by specification section number. All submittals shall include all information requested by each specification section in order to determine compliance with plans and these specifications. No partial submittals will be accepted 38 unless previously authorized by the Engineer.

D. At the time of each submission, the Contractor shall provide the Engineer with specific written notice of all variations, if any, that the submittal may have and the reasons therefore. This written notice shall be attached to the submittal transmittal form. If the Engineer accepts deviation, it will be noted on its acceptance on the returned submittal.

E. Submittal coordination and verification is the responsibility of the CONTRACTOR.

F. Designation of Work “by others,” if shown in submittals, shall mean that work shall be the responsibility of the Contractor rather than the Subcontractor or supplier who has prepared submittals.

G. After review by the Engineer of each submittal, one copy of the submittal will be returned to Contractor with actions defined as follows:

1.) NO EXCEPTIONS TAKEN - Accepted subject to its compatibility with future submittals and additional partial submittals for portions of the work not covered in this submittal. This does not constitute approval or deletion of specified or required items not shown on the submittal.

2.) MAKE CORRECTIONS NOTED (NO RESUBMISSIONS REQUIRED) - Same as item 1 above, except that minor corrections as noted shall be made by Contractor.

3.) REVISE AS NOTED AND RESUBMIT - Rejected because of major inconsistencies or errors that shall be resolved or corrected by the Contractor prior to subsequent review by Engineer.

4.) REJECTED - RESUBMIT - Submitted material does not conform to drawings and/or specifications in major respect, i.e.: wrong size, model, capacity, or material.

H. The Contractor shall make a complete and acceptable submittal at least by second submission.

The City reserves the right to deduct monies from payments due to the Contractor to cover additional costs of review beyond the second submission. Incomplete or illegible submittals will be rejected and returned for resubmission without review.

I. The Engineer will make a favorable review of submittals or reject them within five (5) business days of receipt. After the Engineer’s review of submittals, the Contractor shall revise as noted and resubmit as required. The Contractor shall identify changes made on re-submittals.

J. The Contractor shall not perform any fabrication or work until submittal approval. The Contractor shall not extrapolate from submittals covering similar work.

K. The Contractor shall copy, conform, and distribute approved submittals in sufficient numbers for Contractor’s files, Subcontractors, and vendors.
39 No compensation will be made for any manufactured item ordered prior to approval of the shop drawings. Submittals shall be made by the Contractor allowing ample time for review and distribution. No time extensions or delay compensation will be made for contractor’s failure to submit shop drawings or materials for review in a timely manner.

III-1.08 MOBILIZATION
Mobilization shall conform to the provisions of Section 9-1.16D “Mobilization,” of the State Standard Specifications.

Mobilization shall include all preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all offices, buildings, and other facilities necessary for work on the project; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items of work.

When there is no bid item for mobilization, full compensation for mobilization in accordance with the plans and these specifications shall be included in the contract price paid for various items of work, and no additional compensation will be allowed therefore. When mobilization is a contract item of work, compensation paid for mobilization cost prior to completion of all work shall not exceed ten percent (10%) of the total contract price.

III-1.09 CLEAN UP
During the progress of the work, the Contractor shall keep the entire job site in a clean and orderly condition and shall comply with Section 22 of the State Standard Specifications.

Spillage resulting from hauling operations along or across existing streets or roads shall be removed immediately. All gutters and roadside ditches shall be kept clean and free from obstructions. Any deviation from this practice shall have prior approval from the Engineer. The Contractor shall clean the entire work area each day prior to the end of the day.

Before the final acceptance of the work, the Contractor shall carefully clean up each work area and premises, remove all temporary structures built by or for him, remove all surplus construction materials and rubbish of all kinds from the grounds occupied and leave them in a neat condition.

The Contractor shall re-grade shoulders and ditches affected by his work as directed by the Engineer.

Full compensation for complying with this Section III-1.09 in accordance with the plans and these specifications and for working within the time frame set forth in the contract shall be included in the contract price paid for the various items of work, and no additional compensation will be allowed therefore.

III-1.10 WATER POLLUTION CONTROL
The Contractor shall exercise every reasonable precaution to protect ditches, conduits, streams, lakes, and reservoirs from pollution with fuels, oils, bitumens, chemicals, concrete, wastewater, and other harmful materials and shall conduct and schedule his operations so as to avoid or 40 minimize muddying and silting of said conduits, ditches, streams, lakes, and reservoirs.

Nothing in the contract documents shall relieve the Contractor of the responsibility for compliance with Section 5650 and 12015, California Fish and Game Code, or other applicable statutes relating to prevention or abatement of water pollution.

Erosion control features shall be placed concurrently with other work and at the earliest practicable time. Care shall be exercised to preserve vegetation beyond the limits of construction. When borrow material is obtained from other than commercially operated sources, erosion control shall be provided for the borrow site during and after completion of the work, and erosion shall not result in water pollution. The material source shall be constructed, where practicable, so that water will not collect or stand therein.

The requirements of this Section III-1.10 shall apply to all work performed under the Contract and to all non-commercially operated borrow or disposal sites used for this project. The word “stream” as hereinafter used shall be construed to mean ditch, conduit, stream, river, lake, or reservoir.

The Contractor shall also conform to the following provisions:

A. Where working areas encroach on live streams, barriers adequate to prevent the flow of muddy water into streams shall be constructed and maintained between working areas and streams, and during construction of such barriers, the muddying of streams shall be held to a minimum.

B. No material will be removed from an area beneath a flowing stream.

C. Should the Contractor’s operations require transportation of materials across live streams, such operations shall be conducted without muddying the stream. Mechanized equipment shall not be operated in the channels of such live streams except as may be necessary to construct crossings or barriers and fills at channel alterations.

D. When operations are completed, the flow of streams shall be returned as nearly as possible to the original meandering thread without creating the possibility of future bank erosion.

E. Material derived from construction work shall not be deposited in a live stream channel where it could be washed away by high stream flows.

The Contractor shall be completely responsible for compliance with all local, county, state, and federal regulations pertaining to water pollution and soil erosion including the payment of any fines or penalties imposed by any governmental agency as a result of work performed by the Contractor. Contractor’s attention is directed to Section III-1.02, “Locate and Protect Existing Utilities.”
III-1.11 TRAFFIC CONTROL
Traffic control shall conform to Section 12, “Temporary Traffic Control,” of the State Standard Specifications, the plans, and these specifications. One lane of traffic may be closed during Contractor’s working hours. Two-way traffic must be maintained at all other times. The Contractor shall submit a Traffic Control Plan for work along city streets for review and approval by the City Engineer prior to commencing work in the traveled way. Traffic Control Plan shall be approved by fire and police departments.
41 The City will NOT provide or compensate the Contractor for flaggers.

Maintaining Traffic
Attention is directed to Sections 7-1.03, “Public Convenience,” 7-1.04, “Public Safety,” and Section 12, “Temporary Traffic Control,” of the State Standard Specifications and these special provisions.

Lane closures shall conform to the provisions of “Traffic Control System for Lane Closure” of these special provisions.

The Contractor shall notify local authorities of his intent to begin work in road right of way at least five (5) days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the work area and shall make his own arrangements to keep the working area clear of parked vehicles.

Whenever construction vehicles or equipment are parked on the shoulder within 6 feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags.

The flag tree shall be placed where directed by the Engineer.

Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor, if in the opinion of the Engineer, public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his approval in writing.

Construction Area Signs
Construction area signs shall be furnished, installed, maintained, and removed when no longer required in accordance with the provisions in Section 12, “Temporary Traffic Control,” of the State Standard Specifications and these special provisions. Construction area signs shall be located on the Traffic Control Plan.

Traffic Control System For Lane Closure
The provisions in this section will not relieve the Contractor from his responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.04, “Public Safety,” of the State Standard Specifications.

Should any component in the traffic control system be displaced, ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component 42 to its original location.

Full compensation for furnishing all labor (including flaggers), materials (including signs), tools, equipment, and incidentals, and for doing all work involved in preparing Traffic Control Plan, "Maintaining Traffic,” “Construction Area Signs,” “Traffic Control,” shall be included in the lump sum contract price paid for “Traffic Control,” and no additional compensation will be allowed therefore.

III-1.12 SAFETY (SHEETING AND SHORING)
The Contractor shall follow construction procedures necessary to provide safe working conditions through all phases of the work. Said procedures shall conform to the Safety Orders, Division of Industrial Safety, Title 8, California Administrative Code, and Caltrans’ traffic control requirements.

The Contractor is solely responsible for outlining the safety procedures to be followed by his workmen. The Contractor shall provide for the safety of the public both day and night where they are exposed to the construction operation.

Neither the Owner, or the Engineer, or any representatives thereof shall be responsible for the procedures followed by the Contractor.

The Contractor’s attention is directed to Section 7 of the State Standard Specifications.

Excavation for any trench five feet (5’) or more in depth shall not begin until the permit herein specified is obtained and the Engineer has reviewed the Contractor’s detailed plan for worker protection from the hazards of caving ground during the excavation of such trench. Such plan shall be submitted at least five (5) days before the Contractor intends to begin excavation for the trench and shall show the details of the design of shoring, bracing, sloping, or other protection to be made for worker protection during such excavation. No such plans shall allow the use of shoring, sloping, or other protection to be less effective than that required by the Construction Safety Orders of the Division of Industrial Safety. The plan shall be prepared and signed by an engineer who is registered as a civil or structural engineer in the State of California. The engineer who prepares the Contractor’s shoring plans shall certify that the plans conform to or exceed the Construction Safety Orders of the Division of Industrial Safety of the State of California. The Contractor shall procure an excavation permit from the Division of Industrial Safety in accordance with Section 1503 of Title 8, Chapter 4, Subchapter 4 of the California Administrative Code.

Instructions or lack thereof from the Engineer or Engineer’s representative shall in no way relieve the Contractor of his responsibility with regard to safety.

Full compensation for all sheeting, shoring, bracing, or sloping necessary for compliance with this section shall be included in the lump sum contract price paid for "Sheeting, Shoring & Bracing," and no additional compensation will be allowed therefore.

III-1.13 WARRANTY
43 Prior to final payment to Contractor, Contractor shall provide owner security in an amount not less than ten percent (10%) of the total adjusted contract price guaranteeing all materials and workmanship for a period of not less than one year from the date of final acceptance of the work.

III-1.14 AS-BUILT PLANS
Contractor shall maintain, during the course of work, a clean and separate set of plans to mark thereon locations of all improvements associated with the work set forth herein. Special attention shall be given to location on the plans of existing utilities encountered during the course of work.

All changes in work not set forth on the project plans shall be carefully noted, and drawn to scale.

Contractor shall coordinate with City Inspector weekly to corroborate on project plan deviations.

After completion of work, and prior to final payment to contractor, a complete, legible, and clean set of project "as-built" plans shall be provided for review and acceptance by City.

III-1.15 INSURANCE
Insurance shall be provided in accordance with Owner’s insurance requirements as set forth in Section I. The Contractor shall name the City of Sutter Creek, City of Sutter Creek employees, as co-insureds.

III-1.16 COMPENSATION
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in complying with this Section shall be included in the cost paid for the various items of work and no additional compensation will be allowed therefore.

The provisions of Section 9-1.06, “Changed Quantity Payment Adjustments,” of the State Standard Specifications do not apply to items of work set forth in this Section III-1.

SECTION III-2 EARTH WORK
44 III-2.01 GENERAL
This project consists of sanitary sewer improvements located in the City. Work will be conducted adjacent to residential areas.

Coordination with property owners affected by the work is critical to the success of the project.

Coordination with property owners affected by the work will be by City officials in conjunction with the Contractor. Contractor will inform the Engineer of any potential conflict his work or actions may have on property owners. The Engineer will resolve all work-related conflicts with property owners and direct the Contractor accordingly. Prior to commencing work on private property, Contractor shall review “Rights of Entry” therefore and resolve all concerns with the Engineer.

The Contractor shall, at all times, provide an adequate and professional work force that will act, at all times, in a proper, workmanlike manner in the diligent and timely prosecution of the work.

The provisions of this section apply to all earthwork associated with this project. The Contractor's attention is directed to Section III-1.01, "Standard Specifications of these specifications.

All construction equipment and materials except as authorized by the Engineer shall be removed from the work area, and all open excavations covered or protected at the end of each work day in accordance with the plans and these specifications. Contractor’s equipment and construction materials shall be stored in staging areas approved by the City.

III-2.02 CLEARING AND GRUBBING
Clearing and grubbing shall conform to the requirements of Section 16, “Clearing and Grubbing,” of the State Standard Specifications, except as modified or supplemented in these specifications.

Contractor’s attention is directed to Section III-1.10, “Water Pollution” of these special provisions and Section 5-1.36, “Property and Facility Preservation,” of the State Standard Specifications.

Clearing and grubbing debris unsuitable for backfill shall become the property of the Contractor and disposed of off-site.

The Contractor shall restrict his equipment and operations to road right of ways along the project limits or as designated in the field. Equipment shall not be operated or stored beyond clearing limits. Contractor shall make his own arrangements for equipment and material staging.

Should Contractor, during the course of work, uncover any cultural resource, work shall be suspended until a determination is made of the significance of such resource. Contractor shall “move” his operation to other portions of project until resumption of work is authorized by the Engineer. Contractor may be compensated for “move” cost approved by the Engineer. Suspension shall be in accordance with Sections 8-1.06, “Suspensions,” and 8-1.07, “Delays,” of the State Standard Specifications.

The Contractor shall protect existing trees to remain from damage caused by his operations. 45 Yellow or orange protection fence netting shall be placed around designated trees as directed by the Engineer. No equipment, materials, or other Contractor activity shall be conducted within protection fence limits.

Tree branches which obstruct the work area may be trimmed as set forth herein. Tree limbs to be trimmed shall be cut off at the tree trunk or main branch as directed. Trimmings shall be mulched and incorporated into erosion control work. The specific number and location of trees is not shown on the plans. No tree in excess of 4" diameter shall be removed without written authorization from the Engineer.

Where excavation is required within the drip line of the trees, the Contractor shall hand dig the excavation to locate roots. Pervious backfill shall be placed around all root structures exposed by Contractor’s operations. Roots shall be pruned as close to the trench excavation edge as possible with a Vermeer root cutter or approved equal. Trees shall be root pruned prior to equipment trenching operations. Cuts on tree roots 1-inch diameter or larger shall be treated with root sealer approved by the Engineer. The Engineer shall review and approve all tree trimming and pruning required prior to the Contractor conducting any tree work.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in clearing and grubbing including removal and disposal of materials (including, but not limited to; asphalt concrete, aggregate base, piping, miscellaneous construction metal, steel plate, concrete, manholes, and grindings); developing construction site access; and tree/plant protection and pruning in accordance with the plans and specifications and as directed by the Engineer shall be included in the lump sum contract price paid for “Clearing and Grubbing”, and no additional compensation will be allowed therefore.

III-2.03 EROSION CONTROL
Erosion control shall conform to Section 21, “Erosion Control,” of the State Standard Specifications. This work consists of placing silt fences, straw waddles, gravel bags, and revegetation of disturbed soil areas in and adjacent to the work area in accordance with the plans and these specifications. The Contractor shall also provide measures to prevent tracking out from the construction site.

The Contractor shall broadcast seed mixture over surface area of disturbed soil in accordance with these specifications. Broadcasting may be by hand or by hydro mulching.

Hydro seed mix shall be Santa Cruz Seed Mix or approved equal and the rate of hydraulic application per acre as follows:

Mulch - 2,250 lbs
Tackifier - 50 lbs
46 5-3-2 Fertilizer - 600 lbs
Hydro seed - 25 lbs
The Contractor shall coordinate with the Engineer and provide the Engineer an erosion control schedule.

Full compensation for providing erosion control in accordance with the plans and these specifications shall be included in the lump sum price paid for Erosion Control, and no additional compensation will be allowed therefore.
47 SECTION III-3 ROAD WORK
III-3.01 GENERAL
The provisions of this section apply to all road work and site work associated with this project.

The contractor shall restore all areas affected by work to equal or better condition. The Contractor’s attention is directed to Section III-1, “General”.

III-3.02 MISCELLANEOUS CONCRETE CONSTRUCTION
Miscellaneous concrete construction shall include vertical curb, sidewalk, driveway, retaining wall and valley gutter and shall conform to the plans and these specifications.

Concrete for vertical curb, sidewalk, driveways, ramps and valley gutter shall conform to the provisions in Section 73, "Concrete Curbs and Sidewalks," of the State Standard Specifications and these special provisions. Concrete for retaining wall shall conform to the provisions in Section 51, “Concrete Structures,” of the State Standard Specifications and these special provisions.

Contraction and expansion joints shall be placed in accordance with City Standards.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in miscellaneous concrete construction, complete and in place, in accordance with the plans and these special provisions shall be included in the contract price for the listed bid items of work, and no additional compensation will be allowed therefore.

III-3.03 SURFACE GRINDING (Asphalt Concrete)
Contractor shall grind pavement in accordance with Section 42-3, "Grinding," of the State Standard Specifications. Grinding shall be conducted at locations and depths set forth on the plans, as marked in the field, and as directed by the Engineer.

Asphalt Concrete Grindings shall become the property of the contractor. Grindings may be incorporated into the subgrade subject to the approval of the Engineer.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in grinding the existing pavement, removing and disposing of the grindings, in accordance with the plans and these specifications, shall be included in the contract price paid per square yard of “Asphalt Concrete Surface Grind”, and no additional compensation will be allowed therefore.

III-3.04 AGGREGATE BASE
Aggregate base shall be Class 2, compacted to at least 95% relative compaction and shall conform to the provisions in Section 26, “Aggregate Bases,” of the State Standard Specifications and these specifications. Contractor’s attention is directed to Section III-3.11, Compaction Testing.

Asbestos content in aggregate base shall not exceed 0.01 percent. 48 Aggregate base shall be placed in preparation of asphalt concrete, as a foundation for sidewalks and valley gutters and at locations designated on the plans. Aggregate base weight tags shall be provided to the Engineer when each load is delivered to the site.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in placing and compacting aggregate base, complete and in place, in accordance with the plans and specifications shall be included in the contract price paid per ton of aggregate base, and no additional compensation will be allowed therefore.

III-3.05 ASPHALT CONCRETE
Asphalt concrete shall conform to the provisions in Section 39-2, “Hot Mixed Asphalt,” of the State Standard Specifications and shall be 1/2” maximum, medium grade, Type A hot mix asphalt concrete. Asphalt binder shall be PG 64-16, or as directed by the Engineer.

Spreading and compacting shall be performed by methods that will produce an asphalt concrete surfacing of uniform smoothness, texture, and density.

The amount of asphalt binder to be mixed with the aggregate shall be between 4 percent and 7 percent by weight of the dry aggregate as determined by the Engineer.

Contractor shall remove all organic debris from areas to receive asphalt and shall sweep and apply paint binder to existing asphalt concrete vertical surface prior to placing asphalt concrete.

Contractor shall clean entire work area and remove and properly dispose of all construction debris generated by his operations.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in placing and compacting asphalt concrete (including hand work), saw cutting of existing asphalt concrete, surface preparation and paint binder, complete and in place, at designated locations, and in accordance with these specifications, shall be included in the contract price paid per ton of "Asphalt Concrete," and no additional compensation will be allowed therefore.

III-3.06 ADJUST UTILITIES TO GRADE
Contractor shall adjust all valve boxes, manhole frames, storm drain inlets, and water meter boxes affected by the work to grade in accordance with the plans and these specifications. Should the owner delete any of this work, the full bid price for each item deleted shall be deducted from the contract price. The provisions of Section 9-1.06, “Changed Quantity Payment Adjustments,” do not apply to this work.

Storm drain manholes, sanitary sewer manholes and water valve boxes shall be adjusted to grade by removal of frames and covers, removal of concrete collar, placing concrete grade rings or other approved materials resistant to ground water intrusion, placement of a concrete collar and placement of asphalt concrete in accordance with the plans and Amador Water Agency Detail SW004. Asphalt concrete shall conform to Section III-3.05 except that it can be hand placed. 49 Concrete and mortar shall comply with Sections 51-1.02F, "Mortar", and Section 90, "Concrete", of the State Standard Specifications. Special care shall be taken to insure no construction debris enters the waste collection system. Contractor’s attention is directed to Section III-1.02, “Locate and Protect Existing Utilities.”
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in adjusting utilities to grade including placement of asphalt concrete and coordinating with utility companies shall be included in the contract price paid for each utility adjusted to grade, and no additional compensation will be allowed therefore.

III-3.07 STRIPING AND PAVEMENT MARKERS
Roadway striping and pavement markings shall conform to Section 84, "Traffic Stripes and Pavement Markings," of the State Standard Specifications, the State Standard Plans, the project plans, and these specifications.

The work will consist of applying thermoplastic traffic stripes and pavement markings as set forth herein. Location of striping and pavement markings shall be in accordance with the plan sheets.

Parking spaces, no parking locations and ADA parking spaces shall be painted or repainted with 2 coats of paint within the project limits and at locations designated by the Engineer.

All existing thermoplastic and painted traffic stripes and pavement markings obliterated by the work shall be replaced in their original locations, unless noted otherwise by the Engineer.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in striping and pavement markings, painting and repainting locations complete and in place, in accordance with the plans and these specifications, shall be included in the lump sum contract price paid for "Striping and Pavement Markers," and no additional compensation will be allowed therefore.

III-3.08 SIGNING (NOT USED)
Signs shall be in accordance with the California Traffic Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways and the California sign specifications. The work will consist of installing signs as set forth herein.

Sign mounting locations shall conform to Section 56-4, “Roadside Signs,” of the State Standard Specifications.
50 Sign retro-reflectivity shall meet or exceed minimum levels as specified in Table 2A-3 of the MUTCD document FHWA-SA-07-020 for the new sign retro-reflectivity requirements and shall be approved by the Engineer.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in signing complete and in place, in accordance with the plans and these specifications, shall be included in the lump sum contract price paid for "Signing," and no additional compensation will be allowed therefore.

III-3.09 MISCELLANEOUS METALS
Miscellaneous metals construction shall include placing rebar for minor concrete, concrete structures and drainage structures. Rebar shall comply with Section 52, "Reinforcement” of the State Standard Specifications. Welded wire reinforcement cannot be used in lieu of bar reinforcement.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in placing miscellaneous metals complete and in place, in accordance with the plans and these specifications, shall be included in the contract price for the various items of work, and no additional compensation will be allowed therefore.

III-3.10 PRECAST CONCRETE WHEEL STOPS (NOT USED)
Precast concrete wheel stops shall conform to Section 90-4 "Pre-Cast Concrete” of the State Standard Specifications and these special provisions.

Precast concrete wheel stops shall be manufactured using high strength 3,000 p.s.i. concrete for 28 days with American grade 60 steel reinforcement and shall have a minimum base of 9" with a 2" bevels at the top and be 6 feet in length.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in placing new precast concrete wheel stops or removing and resetting existing precast concrete wheel stops, in accordance with the plans and these specifications, shall be included in the contract price paid for each “Precast Concrete Wheel Stops” or “Reset Existing Precast Concrete Wheel Stops”, and no additional compensation will be allowed therefore.

III-3.11 UNSUITABLE MATERIAL
Unsuitable material shall be in accordance to Section 19-1.03B, "Unsuitable Material" of the State Standard Specifications and these special provisions.

The provisions of Section 9-1.06, “Changed Quantity Payment Adjustments,” of the State Standard Specifications do not apply to the quantity of unsuitable material. 51 Unsuitable material is that material determined by the Engineer found to be contaminated soil or to be unsuitable material in its natural location and condition for roadway or utility trench subgrade. Unsuitable material shall be removed to the dimensions determined by the Engineer.

Soil determined to be contaminated shall be removed as directed by the Engineer and disposed of pursuant to State and Federal regulations.

The amount of unsuitable material for this project is unknown. For bidding purposes, the Engineer has assigned a contingency quantity for unsuitable material as a place holder only should unsuitable material be encountered during construction. During the course of construction, should unsuitable material be encountered, the Engineer shall pay for the quantity removed at the bid price for “Unsuitable Material.”
The Contractors method of excavating unsuitable material shall not undermine the existing subgrade material. If in the opinion of the Engineer, the Contractor's method of excavating is increasing the amount of unsuitable material required to be excavated, the Engineer will require the Contractor to take the necessary steps to correct the condition at the Contractor's expense.

Full compensation for the excavation, removal, disposal of contaminated soil or unsuitable material, subgrade preparation, backfill material, and compaction shall be paid for at the contract price per cubic yard for "Unsuitable Material" should it be encountered and no additional compensation will be allowed therefore.

III-3.12 REPAIR/REPLACE LANDSCAPING
All existing landscaping damaged during pipe bursting construction process shall be replaced in as good as or better condition than what exists prior to construction. Contractor shall take pictures of each existing landscaping area prior to commencing with work in that area. Pictures shall be presented to the Engineer or City inspector for final inspection and final approval.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in REPAIR/REPLACE LANDSCAPING, in accordance with the plans and these specifications, shall be included in the contract price paid per square foot of “REPAIR/REPALCE LANDSCAPING”, and no additional compensation will be allowed therefore.

III-3.13 PAVING FABRIC (NOT USED)
Paving fabric shall be placed as directed by the Engineer and shall conform to the provisions of Section 96-1.02J, "Paving Fabric" of the State Standard Specifications.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in placing paving fabric, complete and in place, in accordance with the plans and specifications shall be included in the contract price paid per square yard of "Paving Fabric," and no additional compensation will be allowed therefore. 52 SECTION III-4 STORM DRAIN
III-4.01 STORM DRAIN PIPE (NOT USED)
Storm drain pipe shall conform to the provisions in Section 64, "Plastic Pipe" of the State Standard Specifications. Storm drain pipe shall be N-12 Water Tight Inline Bell (WT IB) HDPE smooth wall as manufactured by ADS, or approved equal. All piping shall be backfilled in accordance with Section III-4.02 and as designated on the plans.

Contractors attention is directed to Section III-3.11, Unsuitable Material" of these specifications.

Pipe shall be laid in strict conformity with the prescribed alignment and grade specified in the plans and these specifications, or as directed by the Engineer. Contractor’s attention is directed to Section III-1.06, Alignment and Grade Control, and Section III-1.02, Locate and Protect Existing Utilities of these specifications. Before any length of pipe is laid, it shall be carefully inspected for defects. No pipe or other material that shows defect, shall be placed. Pipe laying shall proceed upgrade with the bell ends of the pipe placed upstream. Each section of pipe shall be laid in such a manner as to form a water tight concentric joint with the adjoining pipe. The interior of the pipe shall be kept clear of all dirt and debris during construction.

All pipe laying and joining, including the maximum deflection of joints in curved alignment shall be in accordance with the pipe manufacturer's specifications and as directed by the Engineer.

Existing storm drain pipe connections shall be as manufactured by Inserta Tee or approved equal and reconnected to the new storm drain main.

Full compensation for furnishing all labor, materials, tools, equipment, backfill, and incidentals, and for doing all work involved in excavating, installing and backfilling storm drain pipe in accordance with the plans and these specifications (including removing and replacing rock wall and connecting existing storm drain pipes), complete and in place, shall be included in the contract price paid per linear foot of Storm Drain Pipe, and no additional compensation will be allowed therefore.

III-4.02 TRENCHES AND BACKFILL
This work shall consist of performing all operations necessary to excavate earth and rock or other material, of whatever nature, including water, regardless of character and subsurface conditions, necessary to excavate trenches for pipes and appurtenances; to place backfill for pipes and appurtenances and other facilities; to backfill trenches and depressions resulting from the removal of obstructions; to remove and replace unsuitable material; to construct protection dikes; and to remove unstable material and slide material which may enter trenches. All such work shall be in conformance with the plans and these specifications or as directed by the Engineer. 53 Backfill material shall conform to the provisions in Section 19, "Earthwork," of the State Standard Specifications.

When a firm foundation is not encountered at the bottom of trench due to soft, spongy, or other unsuitable material, such material shall be removed to the limits directed by the Engineer, and the resulting excavation shall be backfilled with approved pervious backfill compacted to ninety percent (90%) relative compaction.

At the end of each working day, there shall be no open trench, unless otherwise permitted by the Engineer.

All tests shall be made in conformance with the following requirements set forth in the State Standard Specifications:

Tests Test Method No
Relative Compaction Cal 216 & 231
Sand Equivalent 217
Resistance (R-value) 301
Sieve Analysis 202
Foreign material which falls into the trench prior to or during placement of the backfill shall be removed.

The trench widths set forth on the plans are minimum widths. Where excavation greater than the specified widths is necessary for execution of the work, machine or hand excavation to a stabilized slope will be permitted provided that one-way traffic can be maintained. Minimum trench width is the distance face-to-face of trench walls or inside face to inside face of sheeting should solid sheeting be used. Maximum trench widths from the bottom of the trench to the top of the pipe shall be limited to six inches (6") outside the specified minimum trench width, except with specific approval by the Engineer.

The Contractor shall furnish all materials and facilities required for trench excavation and shall make trenches and excavation dry throughout all pipe laying operations.

The location of underground utilities or other obstructions shall be determined by the Contractor sufficiently in advance of excavation so that pipe alignment can be confirmed or re- routed without delay. Contractor's attention is directed to Section III-1.02, "Locate and Protect Existing Utilities," of these Special Provisions.

Material for Class 1 and Class 2 Backfill shall be placed in uniform horizontal layers not exceeding one foot (1') in thickness before compaction, and shall be brought up uniformly on all sides of the trench, structure or facility. When the Contractor can satisfactorily demonstrate to the Engineer an alternative method of placing the backfill so that all requirements, other than the layer thickness, are met, the Engineer will permit the Contractor to use the alternative method. Under no circumstance will the Contractor use the alternative method unless the Engineer's approval is 54 obtained in writing. Material for Class 3 Backfill shall be placed in layers not to exceed one foot (1') in thickness before compaction.

Each layer of backfill shall be compacted to a relative compaction indicated for the backfill involved.

Backfill shall not be placed until the pipe or other facility has been inspected by the Engineer and approved for backfilling. The percentage composition by weight as determined by laboratory sieves shall conform to the following requirements:

Class 1 Backfill
Sieve Sizes % Passing Sieves*
3/4" 100
1/2" 30-50
No. 4 0-15
No. 6 0
Sand equivalent not less than 20
*Gradations requirements may be waived with written approval from the Engineer. "Pervious backfill" shall be coarse or medium screenings in accordance with Section 37, "Bituminous Seals," of the State Standard Specifications or as otherwise approved by Engineer.

Class 2 Backfill
Class 2 Aggregate Base, 3/4" maximum, in accordance with Sections 26-1.02, 26-1.02B, 26-1.03 of the State Standard Specifications except that percentage of No. 200 material shall be 15-30% unless otherwise approved by the Engineer.

Class 3 Backfill
Material for Class 3 Backfill may consist of material from excavation free from rocks or lumps exceeding three inches (3") in greatest dimension, vegetable matter, and other unsatisfactory material. Backfill shall be compacted to the relative compaction shown on the plans or as set forth in these specifications.

Class 4 Backfill
Class 4 Backfill shall be cement-sand slurry comprised of aggregate, cement and water. The aggregate, cement and water shall be proportioned either by weight or volume. Cement used shall be 190 to 210 pounds for each cubic yard of material produced. The water content shall be sufficient to produce a fluid workable mix that will flow and can be pumped without segregation of the aggregate while being placed.

Materials shall be thoroughly machine mixed in a rotary drum mix truck and placed in the trench from a direct truck discharge unless otherwise approved.

Mixing shall continue until cement and water are thoroughly dispersed throughout the material. 55 All mixed slurry shall be placed within one hour of the introduction of water and cement to the material.

Aggregate shall be commercial-quality concrete sand.

The Contractor may use Class 4 backfill, slurry backfill, at locations approved by the Engineer as an alternative to Class 1 backfill at the Contractor’s expense. Slurry backfill shall be placed to neat line trench walls using care to completely envelope the pipe in the backfill. Road surfacing will not be permitted until the Engineer is satisfied that the set is sufficient to support traffic but in no case prior to setting four (4) hours. The Contractor shall include in all items of work using slurry backfill the full cost of all labor and equipment to prevent traffic from crossing any trench with slurry backfill prior to setting.

The Contractor may use sufficient amounts of additives for speeding the set of slurry backfill in accordance with manufacturer's recommendations. No additive shall be used without prior approval of the Engineer as to type and amount.

Slurry backfill shall be placed in a uniform manner that prevents voids in, or segregation of the backfill and will not float the pipe.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in trenching & backfilling of storm drain, sanitary sewer pipe and irrigation pipe, including trenching, backfilling, dewatering and compacting in accordance with the plans and these specifications shall be included in the various items of work and no additional compensation will be allowed therefore.

Full compensation for Class 4 backfill placed as a convenience to the Contractor shall be included in the contract price for the various items of work, and no additional compensation will be allowed therefore.

Class 4 backfill will be paid for as a separate item of work only when Class 4 backfill is called for on the plans, is not included as part of other items of work, or is placed upon direction of the Engineer. Class 4 backfill shall be paid for at the contract price per cubic yard.

III-4.03 STORM DRAIN CATCH BASINS AND JUNCTION BOXES (NOT USED) All storm drain catch basins (CB) and junction boxes (JB) shall be of concrete construction and shall be placed in accordance with the plans, and these specifications, and shall comply with Section 51, Concrete Structures, of the State Standard Specifications.

Control of water in excavations shall be to the satisfaction of the Engineer. Precautions shall be taken to assure that pipe entering and leaving concrete structures does not deviate from the installed alignment and grade during and after construction. Flex connectors at the inlet and outlet of structures shall comply with ASTM C-923. During backfilling, sufficient material shall be placed on storm drain conduit to prevent movement.

All concrete structures shall have smooth trowel finish and rounded inlets at all openings. Drainage 56 basin shall pass full pipe flow in concrete channel. Precast concrete structure shop drawings shall be approved by the Engineer prior to installation. The contractor shall be fully responsible for the verification of all inverts entering and exiting the precast concrete structure. The Contractor shall be responsible relaying any changes to the manufacturer after shop drawings have been reviewed and approved caused by field changes that affect the dimensions or pipe inverts of the concrete structures.

Concrete structures shall be backfilled with Class 4 backfill. Special attention is required for some drainage structures due to existing shallow storm drains that must be incorporated into the work.

Storm drain catch basins shall be concrete cast in place or precast with H-20 loading cast iron frame and grate.

Junction boxes shall be precast or cast in place in accordance with Caltrans Standard Plan D80 and the provisions of Section 51, "Concrete Structures," of the State Standard Specifications with H20 loading and the finished grade shall conform to the street cross slope. Structure reinforcement shall conform to Caltrans Standard Plan D80. The Boxes shall have a 24" Diameter manhole cover with cast in place manhole frame and shall be as manufactured by Teichert Pre-Cast or approved equal. Manhole cover shall have raised lettering not less than 2" spelling out "Storm Drain" or as approved by the Engineer. Frames, grates and covers shall conform to the provisions in Section 75, "Miscellaneous Metal," of the State Standard Specifications.

Full compensation for providing and placing storm drain catch basins and junction boxes, complete and in place, including Class 4 backfill, in accordance with the plans and these specifications shall be included in the contract bid item for the various types of concrete storm drain structures, and no additional compensation will be allowed therefore.

III-4.04 CONNECTION TO EXISTING STORM DRAIN JUNCTION BOX (NOT USED) The Contractor shall connect to existing storm drain junction boxes at the locations shown on the plans. The Contractor shall verify the existing junction box invert elevations and pipe sizes. The Contractor shall seal all connections to storm drain junction boxes by use of an approved seal or connection as directed by the Engineer.

Full compensation for connecting to existing storm drain junction boxes in accordance with the plans and these specifications shall be included in the contract price paid for each “Connect to Existing SDJB”, and no additional compensation will be allowed therefore.

III-4.05 COMPACTION TESTING
The Owner will provide compaction tests at various locations during the work as directed by the 57 Engineer. In the event of a test failure the Contractor shall remove and recompact unacceptable backfill or fills in accordance with the plans and specifications.

THE COST OF RE-TESTING SHALL BE BORNE BY THE CONTRACTOR. 58 SECTION III-5 GRAVITY SANITARY SEWER
III-5.01 SANITARY SEWER PIPE
"Sewer Pipe" shall be PVC or DIP in accordance with the plans and specifications. Sanitary sewer pipe (PVC) shall be SDR 35 or SDR 26 in compliance with ASTM D3034 and shall be installed in conformance with ASTM D2321 or as modified herein. Sanitary sewer pipe (DIP) shall be in compliance with ASTM A746, pressure class 350. Sanitary Sewer pipe (C 900) shall be polyvinyl chloride Class 305 (DR 14) conforming to the requirements of AWWA Specification C900-07.

Field repairs to PVC pipe are not acceptable.

III-5.02 INSTALLATION
Sewer pipe shall be laid in strict conformity with the prescribed alignment and grade specified in the plans and these specifications, or as directed by the Engineer. Before any length of pipe is laid, it shall be carefully inspected for defects. No pipe or other material that shows defect, shall be placed. Pipe laying shall proceed upgrade with the bell ends of the pipe placed upstream. Each section of pipe shall be laid in such a manner as to form a water tight concentric joint with the adjoining pipe. The interior of the pipe shall be kept clear of all dirt and debris during construction.

All sewer pipe laying and joining, including the maximum deflection of joints in curved alignment, shall be in accordance with the pipe manufacturer's specifications and as directed by the Engineer.

Maximum allowable deflection for PVC sewer pipe after installation shall not exceed five percent of the average inside diameter at any location. Should the installed pipe exceed five percent deflection, the pipe must be re-excavated, bedded, and backfilled to adequately support the pipe and reduce the pipe deflection to five percent or less at no cost to the Owner. Correction by the use of a rerounder is unacceptable. The pipeline shall then be retested for both deflection and water tightness at no cost to the Owner.

Existing sewer service connections shall be connected to the new pipe with PVC wyes compatible with the new sewer pipe. Mechanical saddles shall not be used. All sewer laterals shall be sealed from inflow and infiltration in accordance with City Standards.

Contractor shall pump sewer from manhole to manhole circumventing sewer line to be placed to facilitate construction. All generators shall be enclosed and noise shall be acoustically muffled as much as possible while operating during evening and night time hours. Generators shall be placed as far away as possible from sensitive noise receptors such as occupied residences. The Contractor shall use electrical equipment in lieu of diesel powered equipment wherever feasible.

Contractor shall notify all existing residences adjacent to and affected by portions to be replaced 48 hours prior to commencing sewer line replacement between manholes. All existing service lines shall be reconnected to the stretch of new sewer line prior to the end of the day’s work.

Contractor is alerted that all existing sewer services ARE NOT shown on the plans.

Full compensation for furnishing all labor, materials, tools, equipment, backfill, and incidentals, 59 and for doing all work involved in excavating, installing and backfilling sewer pipe and appurtenances and connecting to sewer manholes in accordance with the plans and these specifications, complete and in place, shall be included in the contract price paid per linear foot of various diameters of Sanitary Sewer, and no additional compensation will be allowed therefore.

Full compensation for connecting sewer laterals and appurtenances in accordance with the plans and these specifications shall be included in the contract price paid for each "Reconstruct and Connect Laterals," and no additional compensation shall be allowed therefore.

III-5.03 TRENCHES AND BACKFILL
Trenches and backfill shall be in accordance with Section III-4.02 of these specifications. Full compensation for placing backfill of sanitary sewer shall be included in the contract price paid per linear foot of sanitary sewer pipe, and no additional compensation will be allowed therefore.

III-5.04 COMPACTION TESTING
Compaction testing shall be in accordance with Section III-4.05.

III-5.05 MANHOLES
All manholes shall be of concrete construction and shall be placed in accordance with the plans, and these specifications. The manhole base may be pre-cast or poured in place, conform to ASTM C-470, and shall be placed in accordance with the plans and these specifications. Control of water in excavations shall be to the satisfaction of the Engineer. Precautions shall be taken to assure that sewer pipe entering and leaving manholes does not deviate from the installed alignment and grade during and after construction. Flex connectors at the inlet and outlet of sewer manholes shall comply with ASTM C-923. Sufficient material shall be placed on said sewer lines to prevent such movement. Ground beneath the manhole shall be compacted to 95% relative compaction prior to placing the base.

Backfill shall be placed uniformly around the outside of the manhole so as to not create differential forces and the possibility of dislodging the manhole sections.

Depth of all manholes shall be determined by the invert elevations noted on the plans. Rim elevations shall be field verified and all manhole lids shall be brought to grade prior to final approval.

Full compensation for furnishing manholes including all labor, materials, tools, equipment, and incidentals, including connection to existing sewers to manholes in accordance with the plans and these specifications shall be included in the contract price paid for each "Sanitary Sewer Manhole," and no additional compensation will be allowed therefore.

III-5.06 CLEANING OF GRAVITY SEWER MAINS
All sewer mains shall be flushed with water and “balled” to ensure that all dirt, debris and obstructions are removed. Such work shall be performed in the presence of and to the 60 satisfaction of the City inspector; and the contractor shall notify said party at least one working day in advance of starting the cleaning work. Water for flushing shall be furnished and paid for by the contractor.

The contractor shall furnish an inflatable rubber ball of a size that will inflate to fit snugly into the pipe to be tested. The ball may, at the option of the contractor, be used without a tag line; or a rope or cord may be fastened to the ball to enable the contractor to know and control its position at all times. The ball shall be placed in the last cleanout or manhole on the pipe to be cleaned, and the water shall be introduced behind it. The ball shall pass through the pipe with only the force of the water impelling it. All debris flushed out ahead of the ball shall be removed at the first manhole where its presence is noted. In the event cemented or wedged debris, or a damaged pipe shall stop the ball, the contractor shall remove the obstruction or repair the pipe.

Full compensation for cleaning of gravity sewer mains including all labor, materials, tools, equipment, and incidentals shall be included in the contract price paid per lineal foot of sanitary sewer and no additional compensation will be allowed therefore III-5.07 LEAKAGE TESTING OF GRAVITY SEWER MAINS AND SEWER

MANHOLES
All gravity sewer mains shall be tested for leakage after assembly but prior to backfilling the trenches with slurry. The Contractor shall furnish all labor, tools, and equipment necessary to make the tests and to perform any work incidental thereto. The Contractor shall correct any excess leakage and repair any damage to the gravity sewer mains and its appurtenances at his own expense.

The gravity sewer mains shall be tested for leakage by the following method:

Gravity Sewer Air Test: The contractor shall furnish all equipment necessary for conducting the acceptance test under the supervision of the City inspector. Immediately following the pipe cleaning described in Section III-5.06 “Cleaning of Gravity Sewer Mains”, the pipe installation shall be tested with low-pressure air. Air shall be slowly supplied to the plugged pipe until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. At least two minutes shall be allowed for temperature stabilization before proceeding further.

The rate of air loss shall then be determined by measuring the time interval required for the internal pressure to decrease from 3.5 to 3.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe.

The pipeline shall be considered acceptable, when the time interval for the decreased pressure exceeds that shown in the table below:

Pipe Size (inches) Time
61 4 2 min. 32 sec.
6 3 min. 50 sec.
8 5 min. 6 sec.
10 6 min. 22 sec.
12 7 min. 39 sec.

If leakage is greater than that specified above, the defective joints shall be located and repaired until the leakage is within the specified allowance, without additional cost to the City.

Payment for testing of gravity sewer main and appurtenances shall be included in the price paid per lineal foot of sanitary sewer and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in testing as specified.

All manholes shall be tested for leakage after assembly but prior to backfilling around the manhole. The Contractor shall furnish all labor, tools, and equipment necessary to make the tests and to perform any work incidental thereto. The Contractor shall correct any excess leakage and repair any damage to the manhole and its appurtenances at his own expense.

The sewer manholes shall be tested for leakage by the following method:

Manhole Vacuum Test: All lift holes and inside and outside joints shall be plugged with an approved non-shrink grout. All pipes entering the manhole shall be plugged, taking care to securely brace the plug from being drawn into the manhole. The test head shall be placed at the inside of the top of the cone section and the seal inflated in accordance with the manufacturer's recommendations. A vacuum of 10 inches of mercury (approximately 5 psi) shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be measured for the vacuum to drop to 9 inches.

The manhole shall pass if the time is greater than:
60 seconds for 48" diameter manholes
75 seconds for 60" diameter manholes
90 seconds for 72" diameter manholes
If the manhole fails the initial test, necessary repairs shall be made with a non-shrink grout while the vacuum is still being drawn. Retesting shall proceed until a satisfactory test is obtained.

Payment for testing of manholes and appurtenances shall be included in the price paid for each manhole and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in testing as specified. 62 III-5.08 CLEANOUTS
All cleanouts shall be placed in accordance with the plans and these specifications. Control of water in excavations shall be to the satisfaction of the Engineer. Precautions shall be taken to assure that sewer pipe entering cleanouts does not deviate from the installed alignment and grade during and after construction. Sufficient material shall be placed on said sewer lines to prevent such movement. Ground beneath the cleanout shall be compacted to 95% relative compaction prior to installation.

Backfill shall be placed uniformly around the cleanout so as to not create differential forces and the possibility of dislodging.

Depth of all cleanouts shall be determined upon potholing of existing sewer lines by the Contractor.

Full compensation for furnishing cleanouts including all labor, materials, tools, equipment, and incidentals in accordance with the plans and these specifications shall be included in the contract price paid for each "Sanitary Sewer Cleanout," and no additional compensation will be allowed therefore.

III-5.09 CONNECTION TO EXISTING MANHOLES
The Contractor shall connect to existing sewer manholes at the locations shown on the plans in accordance with the plans and these specifications. The Contractor shall pothole existing sewers at the proposed points of connection prior to the commencement of construction to verify existing flow line elevations. The Contractor shall seal all connections into the manhole barrel by use of an approved seal as directed by the Engineer. The Contractor shall modify the base of the existing manhole as directed to achieve a smooth transition from the existing manhole flow line to the new PVC sewer. All debris shall be removed from the manhole.

Full compensation including all labor, materials, tools, equipment, and incidentals in accordance with the plans and these specifications shall be included in the contract price paid for each "Connect to Existing Manhole," and no additional compensation will be allowed therefore.

III-5.10 COMPENSATION
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals including excavation, disposal of all removed materials, saddles, fittings, pipe bedding and backfill material and for doing all work involved in placing the sewer line by the Contractor in accordance with the plans and these specifications shall be included in the contract price paid for the various items of work, and no additional compensation will be allowed therefore. 63 SECTION III-6 IRRIGATION (NOT USED)
III-6.01 IRRIGATION PIPE (NOT USED)
"Irrigation Pipe" shall conform to the provisions in Section 20-2, "Irrigation" of the State Standard Specifications. Irrigation pipe shall be PVC Schedule 80 as noted on the project plans and connected at the direction of the City. All runs of irrigation pipe shall have a No. 10 AWG solid, soft drawn copper wire with continuous Type UF insulation laid above the pipe backfill.

III-6.02 TRENCHES AND BACKFILL
Trenches and backfill shall be in accordance with Section III-4.02 of these specifications. Full compensation for placing backfill of irrigation shall be included in the contract price paid per linear foot of irrigation pipe, and no additional compensation will be allowed therefore.

III-6.03 COMPACTION TESTING
Compaction testing shall be in accordance with Section III-4.05.

III-6.04 VALVES (NOT USED)
Irrigation valves shall be gate or ball valves and installed with a concrete collar and traffic rated box at the direction of the City. Pressure reducing valves shall be manufactured by Watts, Wilkins, Apollo or approved equal and installed with a concrete collar and traffic rated lid at the direction of the City.

Full compensation for providing and placing irrigation valves, pressure reducing valves and valve boxes, complete and in place, in accordance with the plans and these specifications shall be included in the various items of work, and no additional compensation will be allowed therefore.

III-6.05 CHLORINATION OF PIPELINES (NOT USED)
Irrigation pipe shall be chlorinated in accordance with the provisions of AWWA C601, “Disinfecting Water Mains” by the Contractor at their expense. The Contractor shall chlorinate the pipeline by placing Chlorine (Cl2) tablets during pipeline installation secured in place with Food Grade Permatex or chlorinate with other approved method. A negative coliform test meeting the requirements of the Health Department shall be made by a State approved bacteriological laboratory prior to connection to the water system and acceptance of work.

The Contractor shall install a temporary blow off for flushing and testing the lines and provide a water truck for flushing purposes.

Full compensation for the cost of chlorination and lab testing in accordance with these specifications shall be included in the various items of work, and no additional compensation will be allowed therefore.
64 III-6.06 BACKFLOW PREVENTION DEVICES (NOT USED)
Backflow prevention devices shall be 2” double check. Only backflow prevention devices which have been approved by the California Department of Health Services shall be acceptable for installation. A list of approved backflow prevention devices can be found at http://fccchr.usc.edu/list.html.

Backflow prevention devices shall be installed in a manner prescribed in Section 7603, Title 22 of the California Administrative Code.

The backflow prevention device shall be tested by a licensed professional that has demonstrated their competency in testing of backflow prevention devices. The cost of testing shall be borne by the Contractor.

Full compensation for providing and placing backflow prevention devices, complete and in place (including testing), in accordance with the plans and these specifications shall be included in the various items of work, and no additional compensation will be allowed therefore.

III-6.07 DRINKING FOUNTAIN (NOT USED)
III-6.08 COMPENSATION (NOT USED)
Full compensation for furnishing all labor, materials, tools, equipment, backfill, and incidentals, and for doing all work involved in excavating, installing and backfilling irrigation pipe in accordance with the plans and these specifications, complete and in place, shall be included in the contract price paid per linear foot of Irrigation Pipe, and no additional compensation will be allowed therefore.

SECTION III-7 PIPE BURSTING
III-7.01 GENERAL
Pipe bursting shall be by a system where a static or pneumatic burster unit splits the existing pipe while simultaneously installing a new polyethylene pipe of the same size or larger size pipe where the old pipe existed, then reconnecting existing sewer service house connections in accordance with the plans and these specifications. Pneumatically operated equipment with either front or rear expanders for the proper connection to the polyethylene pipe will be allowed for use. The pneumatic tool shall be used in conjunction with a constant tension hydraulic twin Capstain Winch of not less than five (5) tons. In no case shall the tension on the winch exceed 20 tons. Contractor’s attention is directed to Section II-1.02, “Locate and Protect Existing Utilities.”
65 Method for rehabilitation of existing sanitary sewers by pipe bursting and installation of new polyethylene pipe shall be as established by T.T. Technologies GRUNDOCRACK SYSTEMS, (800-533-2078) or an approved equal.

III-7.02 QUALIFICATIONS

1. The contractor shall be certified for the particular pipe bursting system used as a fully trained user of the pipe bursting system. A copy of current certification shall be provided to the Engineer prior to start of work.

2. Polyethylene pipe jointing shall be performed by personnel trained in the use of buttfusion equipment and manufacturer’s recommended methods for new pipe connections.

All personnel directly involved with installing the new pipe shall be experienced in the proper methods for handling and installing the polyethylene pipe.

1. Contractor shall hold the City and its representatives harmless in any legal action resulting from patent infringements.

III-7.03 SUBMITTALS
Contractor shall submit the following drawings for approval prior to start of work:

1. Shop drawings, catalog data, and manufacturer’s technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings, and include manufacturer’s recommendations for handling, storage, and repair of pipe and fittings damaged.

2. Method of construction for each type of repair and for restoration of existing sewer line and service connections including detail drawings and written descriptions of the entire construction procedure to install pipe, bypass sewage flow, and reconnection of sewer service connections.

3. Certification of workmen training for installing pipe.

III-7.04 DELIVERY, STORAGE AND HANDLING
Material transport, handling, and storage shall be in accordance manufacturer’s recommendations and approved by the Engineer.

Damaged pipe or fittings shall be repaired as recommended by the manufacturer or replaced as required by the Engineer at the Contractor’s expense, before proceeding further. 66 III-7.05 SANITARY SEWER PIPE
Sanitary sewer pipe shall be polyethylene plastic pipe in accordance with the plans and specifications. Polyethylene plastic pipe shall be high density polyethylene pipe and meet the applicable requirements of ASTM F714 Polyethylene (PE) Plastic Pipe (SDR-PR) based on outside diameter, and comply with ASTM D1248, ASTM D3550.

Sizes of the insertions shall be as set forth on the plans and shall renew the sewer to its original or greater flow capacity.

All pipe shall be made of virgin material and shall be homogenous throughout and shall be free of cracks, holes, foreign material, blisters, or other deleterious faults. The wall thickness ratio, SDR, shall be not less than 19.

Material color shall be white or black with interior of pipe having a light reflective color.

Tests for compliance of polyethylene pipe with this specification shall be made as specified herein and in accordance with the applicable ASTM Specification. A certificate of compliance shall be furnished by the manufacturer for all material furnished.

III-7.06 EQUIPMENT
Pipe bursting tools and equipment shall be designed and manufactured for pipe bursting and shall generate sufficient force to burst the existing pipe line.

Contractor shall provide all tools and equipment for complete work in accordance with the plans and these specifications and shall provide verification to the Engineer of not less than five (5) years experience in work similar to that specified herein.

III-7.07 SEWER SERVICE CONNECTIONS
All sewer service connections shall be identified and located prior to the pipe liner insertion. Pipe insertion shall be continuous and without interruption from one manhole to another, except as approved by the engineer. Upon completion of insertion of the new pipe, the contractor shall reconnect services so as to minimize any inconvenience to the customers. All sewer services shall be reconnected and in service before 4:00 p.m. each day. See Section II-3.02, “Site Conditions,” of these specifications.
67 Existing sewer service reconnections shall be connected to the new pipe by methods compatible with the new sewer pipe. Connections shall be full pipe diameter, smooth interior walled, with no irregularities. Each saddle shall be inspected prior to service reconnection. Saddle connection to service line shall be aligned vertically and horizontally and approved by the Engineer or City Inspector prior to backfilling. Backfilling shall conform to Section II-4.04 of these specifications and shall be Class 4 slurry cement for connection in roadways unless otherwise approved by the Engineer.

Mechanical saddles shall be made of polyethylene pipe compound and meet the requirements of ASTM D1248, Class C, and shall be connected with stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-On-Saddle Type as manufactured by Driscopipe or Tapping Saddle as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or approved equal.

Contractor may use PVC “wye” gasket fittings that comply with ASTM D-3034 and SDR 35 specifications, or other approved water-tight connection.

Backfill material shall be Class 2 aggregate base at 90 percent relative compaction unless otherwise approved by the Engineer.

III-7.08 BYPASSING SEWAGE
Contractor shall provide diversion during the pipe bursting process unless other method is approved by City. Pumps and bypass lines shall be of adequate capacity and size to handle all flows and shall be approved by the Engineer.

The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to bypass during the execution of the work.

No sewage backup will be allowed. Contractor shall be responsible for clean up, repair, and property damage cost, claims, and fines resulting from sewer line backup or spills.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in bypass pumping during installation of the pipe shall be included in the contract price paid for the various items of work, and no additional compensation will be allowed therefore.

III-7.09 CONSTRUCTION METHOD
Equipment used to perform the work shall be located away from buildings so as not to create noise impact. Contractor shall provide a silent engine compartment with the winch to reduce machine noise as required to not exceed 60 db at property lines. 68 Contractor shall install all pulleys, rollers, bumpers, alignment control devices and other equipment required to protect existing manholes, and to protect the pipe from damage during installation. Lubrication may be used as recommended by the manufacturer. Under no circumstances will the pipe be stressed beyond its elastic limit. Winch line shall be centered in pipe to be burst with adjustable boom.

Installed pipe shall be cooled for not less than four (4) hours prior to any reconnection of service lines, sealing of the annulus or backfilling. Sufficient excess length of new pipe, but not less than four (4) inches, shall be allowed to protrude into all manholes to provide for relaxation.

Following the relaxation period, annular space shall be sealed as directed. Sealing shall be made with material approved by the Engineer and shall extend a minimum of eight (8) inches into the manhole wall and shall produce a smooth, uniform, watertight joint.

III-7.10 PIPE (LINER) JOINING
Polyethylene pipe shall be assembled and joined at the site using the butt-fusion method approved by the Engineer. Threaded or solvent-cement joints and connections will not be permitted. All equipment and procedures used shall be in strict compliance with the manufacturer’s recommendations. Fusing shall be accomplished by personnel certified as fusion technicians by a manufacturer of polyethylene pipe or of the fusing equipment.

Butt-fused joint shall achieve true alignment and have uniform roll-back beads resulting from proper temperature and pressure. The joint shall be cooled before removal of pressure. The fused joint shall be watertight and shall have tensile strength equal to that of the pipe. All joints shall be subject to acceptance by the Engineer prior to insertion. All defective joints shall be replaced at no cost to the City. Any section of the pipe with a gash, blister, abrasion, nick, scar, or other deleterious fault greater in depth than ten percent (10%) of the wall thickness, shall not be used. Defective pipe may be cut out and joint fused in accordance with the procedures set forth herein subject to approval of the Engineer.

Terminal sections of pipe joined in the insertion pit shall be connected with an approved full circle pipe repair clamp. The butt gap between pipe ends shall not exceed one-half (1/2”) inch.

III-7.11 WARRANTY
All work performed under this contract shall be warranted to be free from defects in material and workmanship for a period of one year from the date of acceptance. If the Engineer determines that the process has failed during the warranty period, the Contractor will perform any and all repairs at no additional cost to the owner.
69 III-7.12 COMPENSATION
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals including backfill material, annulus sealing material, bypass pumping, launching pits, pipeline testing, and preparation of the existing pipe to receive the new liner in accordance with the plans and specifications shall be included in the contract price paid per linear foot for the pipe diameter of sewer line complete and in place, and no additional compensation will be allowed therefore.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals including excavation, saddles, fittings, pipe bedding and backfill material in accordance with the plans and specifications shall be included in the contract price paid for each “Reconnection to Existing Sewer Service Laterals,” complete and in place, and no additional compensation will be allowed therefore.

PROJECT SITE T1
1 5 TITLE SHEET INDEX, NOTES AND VICINITY MAP AS NOTED 08-2023 VLM SHEET FILE NO. DRAWN BY OF SCALE DATE SHEETS DATE MARK DESCRIPTION BY D-8374 DRAWINGS work on this project, excepting liability arising from the sole negligence of design professional. UNTIL STAMPED AND WET-SIGNED BY THE PROJECT ENGINEER. THIS DRAWING IS NOT FINAL AND IS NOT TO BE USED FOR CONSTRUCTION contractor will be required to assume sole and complete responsibility for job site conditions during the course of Construction contractor agrees that in accordance with generally accepted construction practices, construction continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of construction of the project, including safety of all persons and property; that this requirement shall be made to apply MAILING ADDRESS: WEATHERBY-REYNOLDS-FRITSON ENGINEERING AND DESIGN (209)-223-0381 [Voice] (209)-223-0716 [Fax] 206 Peek Street Jackson, CA. 95642 http://www.wrfed.com THESE DRAWINGS AND THE CONCEPTS EMBODIED THEREIN ARE THE ORIGINAL UNPUBLISHED WORK OF WRF ENGINEERING AND DESIGN AND SHALL NOT BE USED OR DUPLICATED WITHOUT THE WRITTEN AGREEMENT OF TERRY WEATHERBY, GRANT REYNOLDS, OR KEVIN FRITSON CLIENT: SEWER BURSTING PROJECT FOR:

SUTTER OAKS SUBDIVISION

SUTTER CREEK-AMADOR COUNTY-CALIFORNIA REVISIONS

CITY OF SUTTER CREEK
SUTTER CREEK, CA 95685
BARBARA COURT & JEAN COURT 18 MAIN STREET
(209) 267-5647
PATRICIA LANE, JUDY DRIVE, THE CITY OF SUTTER CREEK T1 TITLE SHEET, SHEET INDEX, LOCATION MAP INDEX TO PLAN AMADOR COUNTY C1 VICINITY MAP AND NOTES THE SUTTER OAKS RESIDENTIAL AREA FOR A SEWER MAIN PIPE BURSTING PROJECT GENERAL NOTES SUTTER CREEK - AMADOR COUNTY - CALIFORNIA CONCRETE NOTES APPROVALS C2 VICINITY MAP ABBREVIATIONS/LEGEND (E) B.O.W. TC EXISTING BACK OF WALK TOP OF CURB (6" ABOVE F.F. FINISH FLOOR A.C. ASPHALT CONCRETE DIA. DIAMETER O.C. ON CENTER O.D. OUTSIDE DIAMETER R.C. RELATIVE COMPACTION GALV. GALVANIZED MIN. MINIMUM MAX. MAXIMUM RAD. RADIUS CONC. CONCRETE CONT. CONTINUOUS F.V. FIELD VERIFY GB GRADE BREAK CL. 2 A.B. CLASS 2 AGGREGATE BASE W.W.M. WELDED WIRE MESH 1244.65 EXISTING GRADE FINISH GRADE 1244.65 CLR. CLEAR NO SCALE WHAT-SO-EVER C.O.S.C. CITY OF SUTTER CREEK GAS NEW GAS SERVICE 10" W NEW WATER 36" SD NEW STORM DRAIN 6" SS NEW SEWER E

E NEW ELECTRICAL
T
T NEW TELEPHONE fo (E) 4" SS EXISTING SEWER EXISTING U.G. ELECTRICAL EXISTING U.G. TELEPHONE fo EXISTING U.G. FIBEROPTIC FINISH GRADE U.N.O) (N) NEW ENGINEER OF WORK: ENGINEERING AND DESIGN WEATHERBY/REYNOLDS/FRITSON GRANT E. REYNOLDS, RCE 47760, LIC. EXP. 12-31-23 DATE CITY OF SUTTER CREEK: MATT OSPITAL, P.E. DATE PLANS REVIEWED BY: CITY ENGINEER 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. 13. IN THE CASE OF WORK BEING DONE UNDER PERMIT ISSUED BY A CITY ENTITY, THE PERMITTEE SHALL BE CONSTRUED TO BE THE CONTRACTOR. CONTRACTOR SHALL CONTACT THE CITY OF SUTTER CREEK AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION TO ARRANGE FOR INSPECTION. ALL MATERIALS AND WORK PERFORMED SHALL BE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF ORDINANCES OF THE CITY OF SUTTER CREEK, AND THE CURRENT STANDARD SPECIFICATIONS OF THE CITY OF SUTTER CREEK UNLESS OTHERWISE SPECIFIED HEREIN. CONTRACTOR SHALL CAREFULLY EXAMINE AND SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK, THE CONFORMATION OF THE GROUND, THE CHARACTER, QUALITY AND QUANTITY OF THE MATERIALS TO BE ENCOUNTERED, THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRELIMINARY TO AND DURING THE PROSECUTION OF THE WORK, THE GENERAL LOCAL CONDITIONS AND ALL OTHER MATTERS WHICH CAN IN ANY WAY EFFECT THE WORK. THE CURRENT CALTRANS STANDARD SPECIFICATIONS AND THE CITY OF SUTTER CREEK SPECIFICATIONS, WHICHEVER IS MORE STRINGENT, SHALL BE THE STANDARDS BY WHICH ALL IMPROVEMENTS SHALL BE GOVERNED. EXCEPT FOR THE PAYMENT PROVISIONS, ALL OTHER PROVISIONS APPLY. THE UNDERTAKING OF ANY PART OR ALL OF THE WORK INDICATED SHALL BE DONE IN THE COMPLETED MANNER AS SPECIFIED IN THESE GENERAL NOTES, IN THE BEST GENERAL PRACTICE OF THE INDUSTRY, AND AS DIRECTED BY THE CITY OF SUTTER CREEK OR THEIR AUTHORIZED REPRESENTATIVES. THE ENGINEER'S ESTIMATE IS FOR POTENTIAL BONDING PURPOSES ONLY. IF THE CONTRACTOR FINDS A DISCREPANCY BETWEEN THESE PLAN DOCUMENTS OR A CONFLICT WITH THE BEST GENERAL PRACTICES OF THE INDUSTRY, THE CONTRACTOR SHALL BRING SUCH DISCREPANCY OR CONFLICT TO THE IMMEDIATE ATTENTION OF THE CITY OF SUTTER CREEK INSPECTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THESE MATTERS IN A TIMELY MANNER SO AS NOT TO DELAY HIS OPERATIONS OR AFFECT THE ACCEPTABILITY OF THE FINISHED PRODUCT. ALL MATERIALS DELIVERED TO THE JOB SITE THAT ARE TO BE INCORPORATED INTO THE FINISHED WORK SHALL BE ACCOMPANIED BY A CERTIFICATE OF COMPLIANCE AS SET FORTH IN THE CALTRANS SPECIFICATIONS. TOLERANCES: THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.01 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED FOR GRADE CONTROL. IN ADDITION, THE FINAL SURFACE SHALL BE A SMOOTH SURFACE THAT RESULTS IN ACCEPTABLE RIDING QUALITIES AS DETERMINED BY THE CITY OF SUTTER CREEK INSPECTOR. WHEREVER, IN THE CALTRANS SPECIFICATIONS, REFERENCE IS MADE TO THE ENGINEER OR TO THE DEPARTMENT OR ANY OTHER SUCH REFERENCE, IT IS INTENDED TO MEAN THE APPROPRIATE CITY OF SUTTER CREEK ENGINEER, DEPARTMENT, OR CITY ENTITY. THE CITY SHALL PROVIDE FOR INITIAL CONSTRUCTION SURVEY AND STAKING NECESSARY TO CONSTRUCT THIS PROJECT TO PLAN GRADES AND ALIGNMENT AND AS REQUIRED BY THE CITY AND THE CITY OF SUTTER CREEK INSPECTOR. ALL COSTS OF RESTAKING SHALL BE BORNE BY THE CONTRACTOR. CONTRACTOR SHALL COMPLY WITH ALL SAFETY STANDARDS AND REQUIREMENTS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 A MINIMUM OF 48 HOURS PRIOR TO BEGINNING WORK. WORK WILL BE INSPECTED BY THE CITY OF SUTTER CREEK AND THEIR REPRESENTATIVES. CONTRACTOR SHALL MAKE ANY CORRECTIONS NOTED DURING INSPECTIONS BY THE CITY OF SUTTER CREEK OR THEIR REPRESENTATIVES AT NO COST TO THE OWNER. NO PAYMENT SHALL BE MADE TO CONTRACTOR UNTIL ALL WORK HAS BEEN APPROVED BY THE CITY OF SUTTER CREEK AND/OR IT'S REPRESENTATIVES. EROSION CONTROL NOTES 4. 3. 2. 1. 6. 5. SURFACES POURED AGAINST EARTH . . . . . . . . . . . . . . . . 3" FORMED SURFACES EXPOSED TO GROUND OR WEATHER . . . . . 2" 5. 4. 3. 2. 1. ALL CONCRETE (U.N.O.) SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS UNLESS OTHERWISE NOTED ON DRAWINGS. THE QUALITY AND DESIGN OF CONCRETE SHALL BE IN ACCORDANCE WITH 2013 CBC EXCEPT ITEMS NOT SPECIFICALLY COVERED THEREIN SHALL ALSO CONFORM WITH ACI-318. THE MAXIMUM SLUMP SHALL BE 4 INCHES. DESIGN BASED ON MINIMUM 2500 PSI. REINFORCING STEEL SHALL BE INTERMEDIATE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60. SPLICES IN THE REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETERS, MINIMUM UNLESS NOTED OTHERWISE. SEPERATE BARS 1-1/2 BAR DIAMETERS CLEAR WITH A MINIMUM OF 1-1/2" CLEAR. FABRICATING DETAILS SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE. ALL REINFORCING SHALL HAVE A MINIMUM CONCRETE COVER AS FOLLOWS, UNLESS NOTED OTHERWISE: ALL MOULDS, ORNAMENTS, GROOVES, CLIPS, ANCHOR BOLTS, ETC. SHOWN ON THE DRAWINGS SHALL BE PROVIDED FOR IN THE FORM WORK BEFORE THE CONCRETE IS POURED. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO POURING CONCRETE. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A-307. NEW SEWER MANHOLE MH WM EXISTING WATER METER NEW CLEANOUT CO FERTILIZE ALL SEEDED SLOPES WITH 16-20-0 GRANULAR FERTILIZER AT A RATE OF 250 LBS./ACRE. MULCH AND/OR STRAW SHALL BE APPLIED AT A RATE OF 2 TONS/ACRE. DECOMPOSING STRAW IS NOT ACCEPTABLE. SEED SHALL BE FRESH, CLEAN, NEW CROP SEED, MECHANICALLY PREMIXED TO SPECIFIED PROPORTION. SEED SHALL BE OF A QUALITY WHICH HAS A MINIMUM PURE LIVE SEED CONTENT OF 80% (% PURITY x % GERMINATION) AND WEED SEED SHALL NOT EXCEED 0.5% OF THE AGGREGATE OF PURE LIVE SEED AND OTHER MATERIAL. DEALER'S GUARANTEED ANALYSIS AND GERMINATION PERCENTAGE SHALL BE PRESENTED TO THE CITY INSPECTOR PRIOR TO PLANTING. MAN-MADE CUT AND FILL SLOPES, AND OTHER DISTURBED AREAS SHALL BE SEEDED WITH BLANDO BROME OR ANNUAL RYE AT AN APPLICATION RATE OF 5 POUNDS PER 1000 SQ. FT. SLOPES SHALL BE SEEDED, FERTILIZED, AND MULCHED BETWEEN SEPTEMBER 15 AND OCTOBER 15, OR AS SOON AS REASONABLY POSSIBLE. TOP OF SLOPE OR TOE OF FILL DRAINS SHALL BE CONSTRUCTED AS SHOWN ON THE TYPICAL SECTIONS. WHERE NECESSARY, SLOPE SURFACES MAY BE SCARIFIED TO A DEPTH NOT TO EXCEED THREE INCHES TO FACILITATE SEEDING. IF CONSTRUCTION IS TO BE PERFORMED DURING PERIODS OF WET WEATHER (OCTOBER 1 TO MAY 1 ) OR THE WORK WILL NOT BE COMPLETED BY OCTOBER 15, THE CONTRACTOR MUST SUBMIT, PRIOR TO OCTOBER 1, AN ACCEPTABLE ENGINEERING EROSION CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL. THIS MUST BE DONE BY OCTOBER 1 OF EACH YEAR DURING THE CONSTRUCTION LIFE OF THE PROJECT. FAILURE TO SUBMIT AN ACCEPTABLE EROSION CONTROL PLAN BY THE SPECIFIED DATE WILL SUBJECT THE CONTRACTOR TO A CEASE WORK ORDER BY THE CITY BUILDING OFFICIAL. IN THE EVENT OF A CEASE WORK ORDER, THE CONTRACTOR MUST COMPLY, WITHOUT RECOURSE, TO ANY AND ALL DIRECTIONS GIVEN TO THE CONTRACTOR BY THE CITY BUILDING OFFICIAL OR HIS DESIGNATED REPRESENTATIVES FOR THE SATISFACTORY CONSTRUCTION OF EROSION CONTROL FEATURES. ALL COSTS FOR THIS WORK SHALL BE BORNE BY THE CONTRACTOR, INCLUDING, BUT NOT LIMITED TO, THE COST OF THE WORK, ENGINEERING, INSPECTION, CLERICAL, MATERIALS, LABOR AND LEGAL. (E) W EXISTING WATER EXISTING U.G. GAS DETAILS AND NOTES (E) G (E) E (E) T EC1 EROSION CONTROL PLAN EC2 EROSION CONTROL DETAILS SEWER PLAN AND NOTES FOR V:\00-Design Projects\00-WRF Projects\Sutter Oaks Residential Area - Sewer Main Pipe Bursting\drawings\Sewer Replacement-Plan.dwg, 8/12/2023 17:50:19

PATRICIA LANE
DRIVE
JUDY
JUDY

BARB ARA
COURT
COURT
OLD HIGHWAY 49
JEAN

PATRICIA LANE
DRIVE

ARK LANE
RAYLAN DRIVE MH-162 MH-163 C/O-1101 MH-185 MH-221 MH-186 MH-188 MH-218 MH-229 MH-230 MH-231 MH-234 MH-232 227.3.CO.S MH-233 MH-228 MH-227 MH-226 MH-223MH-224 MH-225 MH-4100 MH-4099 MH-222 P-204
P-201 P-202 P-200
P-199
P-197 P-196
P-226
P-213 P-212
P-210
P-207 P-224
P-225 P-223
P-211
P-209
P-208 (AA#1)
P-222
P-220
P-217
P-214
P-215
P-218
P-221
P-219
P-284
P-285
P-286
P-206
P-205
P-216 227.1.CO.S 227.2.CO.S
P-217.1
P-217.2
P-214.1 MH-185.1
P-204.1 MH-187
P-209.1
· REPLACE 10 CLEANOUTS (7-BASE BID: 3-AA#1).· REPLACE 2 MANHOLES (BASE BID).· CONTRACTOR TO CAMERA LINE TO LOCATE SERVICES PRIOR TO LINING.· SEE CHART FOR ESTIMATED NUMBER OF CONNECTIONS PER LINE. NAPOTC . . . . . NOT A PART OF THIS CONTRACT TBR . . . . . . . . . TO BE REPLACED AA#1 . . . . . . . . ITEM PER ADDITIVE ALTERNATIVE #1 155
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235
255
265
275
285
295 PARCEL STREET ADDRESS NUMBER-- TYPICAL
24'
22'
22'
4'
7'
(TBR) C/O-225.5 MH TO BE REPLACED (TBR) C/O-225.4 (TBR) C/O-225.3 (TBR) C/O-225.2 (TBR) C/O-225.1 (TBR) C/O 4097 (TBR) C/O 219.1 (TBR) C/O-233.1 (TBR) C/O-3028 (AA#1)

2.5'
(AA#1)
(AA#1) MH TO BE REPLACED 200 L.F. TO BE BURSTED
10' MH LOCATED ON BANK
7' (TBR) C/O 4098

4.5' CITY OF SUTTER CREEK - A SEWER MAIN PIPE BURSTING PROJECT FOR THE SUTTER OAKS RESIDENTIAL AREA UPSTREAM APPROX. DOWNSTREAM APPROX. UPSTREAM APPROX. DOWNSTREAM APPROX. (E) PIPE (E) PIPE APPROX. (E)PIPE ESTIMATED (E)CLEANOUT (E)CLEANOUT (E)CLEANOUT (E)CLEANOUT (E)MANHOLE (E)MANHOLE (E)MANHOLE (E)MANHOLE NO. SIZE (E)PIPE MAT'L NUMBER OF NO. DEPTH NO. DEPTH NO. DEPTH NO. DEPTH LENGTH CONNECTIONS (C/O) (feet) (feet) (MH) (feet) (feet) (inches) (feet) 233.1 (TBR) 3.50 233 3.33 P-205 6 185.00 CLAY 3 233 3.33 232 3.25 P-206 6 258.00 CLAY 3 232 3.25 231 3.73 P-207 6 313.00 CLAY 4 3028 (TBR-AA#1) 5.20 234 5.23 P-208 (AA#1) 4 134.00 CLAY 3 4097 (TBR-AA#1) 5.20 234 5.23 P-209.1 (AA#1) 6 180.00 CLAY 3 234 5.23 231 3.73 P-209 6 NEW PVC NAPOTC 231 3.73 230 3.63 P-210 6 340.00 CLAY 4 4098 (TBR) 3.60 230 3.63 P-211 6 250.00 CLAY 4 230 3.63 229 3.95 P-212 6 240.00 CLAY 2 229 3.95 221 3.50 P-213 6 200.00 CLAY 2 INV AT MH 225.5 (TBR) 3.50 225.2 3.50 P-214.1 6 334.00 CLAY 5 225.2 (TBR) 3.50 225 2.36 P-214 6 259.00 CLAY 4 225 2.36 224 4.41 P-215 6 361.00 CLAY 3 224 4.41 223 3.55 P-216 6 316.00 CLAY 3 227 4.50 226 3.71 P-218 6 195.00 CLAY 1 219.1 (TBR-AA#1) 3.66 228 3.66 P-219 (AA#1) 6 330.00 CLAY 5 228 3.66 226 3.71 P-220 (AA#1) 6 377.00 CLAY 4 226 223 P-221 6 NEW PVC NAPOTC 223 3.55 222 3.87 P-222 6 364.00 CLAY 4 4099 (TBR) 3.51 4100 (TBR) 3.52 P-223 4 105.00 CLAY 4 4100 (TBR) 3.52 222 3.87 P-224 4 314.00 CLAY 2 222 221 P-225 6 NEW PVC NAPOTC 5055 TOTALS 63 NAPOTC : NOT A PART OF THIS CONTRACT TBR : TO BE REPLACED AA#1 : ADDITIVE ALTERNATE #1 C1 2 5 SEWER PLAN AND NOTES SCALE: 1" = 100' AS NOTED 08-2023 VLM SHEET FILE NO. DRAWN BY OF SCALE DATE SHEETS DATE MARK DESCRIPTION BY D-8374 DRAWINGS work on this project, excepting liability arising from the sole negligence of design professional. UNTIL STAMPED AND WET-SIGNED BY THE PROJECT ENGINEER. THIS DRAWING IS NOT FINAL AND IS NOT TO BE USED FOR CONSTRUCTION contractor will be required to assume sole and complete responsibility for job site conditions during the course of Construction contractor agrees that in accordance with generally accepted construction practices, construction continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of construction of the project, including safety of all persons and property; that this requirement shall be made to apply MAILING ADDRESS: WEATHERBY-REYNOLDS-FRITSON ENGINEERING AND DESIGN (209)-223-0381 [Voice] (209)-223-0716 [Fax] 206 Peek Street Jackson, CA. 95642 http://www.wrfed.com THESE DRAWINGS AND THE CONCEPTS EMBODIED THEREIN ARE THE ORIGINAL UNPUBLISHED WORK OF WRF ENGINEERING AND DESIGN AND SHALL NOT BE USED OR DUPLICATED WITHOUT THE WRITTEN AGREEMENT OF TERRY WEATHERBY, GRANT REYNOLDS, OR KEVIN FRITSON CLIENT: SEWER BURSTING PROJECT FOR:

SUTTER OAKS SUBDIVISION

SUTTER CREEK-AMADOR COUNTY-CALIFORNIA REVISIONS

CITY OF SUTTER CREEK
SUTTER CREEK, CA 95685
BARBARA COURT & JEAN COURT 18 MAIN STREET
(209) 267-5647
PATRICIA LANE, JUDY DRIVE, SEWER PLAN NAPOTC NAPOTC NAPOTC NAPOTC 250 L.F. NAPOTC NAPOTC NAPOTC NAPOTC NAPOTC NAPOTC W:\WRF Projects\WRF Clients\Civil\City of Sutter Creek\Sutter Oaks Residential Area - Sewer Main Pipe Bursting\drawings\Sewer Replacement-Plan.dwg, 8/14/2023 5:58:50 PM 2019 16 17 13
8765 NOT TO SCALE 4-#4 REBARS AT 4'-0" O.C. #2 TIE BAR BOTTOM CREEK CONCRETE CLASS "B" MIN. MIN.
12" 6" D + 6" MIN. MIN. 6" 6"
D MIN. COVERAGE SECTION NOTE: ALL PIPE AND FITTINGS SHALL BE THE SAME SIZE AND MATERIAL AS THE HORIZONTAL PIPE IN WHICH THEY CONNECT. JOINT SHALL BE AS SPECIFIED FOR THE TYPE OF PIPE USED. CLEANOUT TO GRADE SCALE: 1/2" = 1'-0" 6. INSTALL OSCAR VALVE OR APPROVED BACKFLOW ADDITIONAL BEDDING MATERIAL TO TOP OF BEND, 5. PLACE CONCRETE 12" WIDE OR WELL COMPACTED C.O. AT PROPERTY CORNER SEWER SERVICE DETAIL SERVICE CONNECTION ELEVATIONS SEE BUILDING FOR CLEANOUT AT SEE PLUMBING PLAN NOTE 5 3'-0" RADIUS BEND LONG
VERIFY
FIELD NOT TO SCALE C.O. AT PROPERTY CORNER (CERTAINTEED OR EQUAL) - GLUE AND STRAP - TYP. 4" DIA. PVC SADDLE TEE BEND RADIUS LONG SERVICE CONNECTION DETAILS WATERTIGHT PLUG 45°BEND LONG RADIUS BEND MIN. SLOPE 1/4" PER FOOT 15° MIN. UNDISTURBED EARTH TYPE C TYPE B VARIES 45° MIN. PREVENTION DEVICE AS REQ'D. ON SERVICE LINE. THE FULL WIDTH OF THE TRENCH. PIPE. WHEN BEDDING MATERIAL IS USED, PLACE BRANCH, THE FITTING, AND THE UNSUPPORTED BEDDING MATERIAL 18" WIDE UNDER THE WYE AT PROPERTY LINE. 4. SERVICE SEWER SHALL HAVE MIN. 3'-0" COVER FOR THE PARTICULAR SITUATION ENCOUNTERED. APPROPRIATE TYPE CONNECTION (A, B, OR C) 3. CONTRACTOR SHALL USE THE MOST BACKFILL AS LATERAL SEWER. 2. SERVICES SHALL HAVE SAME BEDDING AND 1. ALL SERVICE LINES SHALL BE 4" I.D. U.N.O. NOTES: TYPE A10° MIN. D + 12" MIN. D + 24" MAX. NOTES: TOP BACKFILL SHALL BE CLEAN TOPSOIL TO AID IN INTERMEDIATE BACKFILL MAY BE FROM NATIVE MATERIAL. NO ROCKS LARGER THAN 3". SCREEN INSIDE ROADWAY HANDPICK OUTSIDE ROADWAY. EXCAVATE 4" BELOW PIPE AND BACKFILL WITH PEA GRAVEL. ALTERNATIVE TRENCH DETAIL D + 16" MIN.
3 1
2 D GREEN METALLIC TAPE LABELED "SEWER LINE BELOW"
MIN. COVER 36" 90% 90%
2 BACKFILL WITH

PEA GRAVEL
4"
3 NO SCALE OPTIONAL EXCAVATION LINE
28" SHALL BE 2 SACK CONCRETE SLURRY IF MIN. COVER IS LESS THAN 36". INTERMEDIATE BACKFILL SHALL BE 2 SACK CONCRETE SLURRY IF MIN. 4 TYP. ALL PIPES RUBBER BOOT RUBBER GASKET MANHOLE RISER SLOPE

SLOPE PLAN VIEW STANDARD MANHOLE DETAIL

FLOW FLOW
S
FLOW
S
S
12" 5" #4 RING

H VARIES
30" 12" JOINTSSEE CHART SEE CHART SEAL ALL 12" GRADE RINGS 1 1/2" SECTION A-A PRECAST CONCRETE BASE NOTES:
1 1" DRAIN ROCK
AA 6" CONCRETE COLLAR
3FRAME & COVER ADJUST FRAME TO STREET SLOPE W/ MORTAR ECCENTRIC CONE 3 1
21 SCALE: 1/2" = 1'-0"
5" 20" SEE NOTE WYE (TYP.) TEE POST, PAINTED GREEN
5 SOFT DRAWN COPPER WIRE. TAPE TO PIPE EVERY 10 FT. AT FORCE MAIN: PROVIDE LOCATOR WIRE NO. 10 A.W.G. COATED 5 90% 14
S

COMPACTION AND MATERIAL PER

TRENCH DETAIL OUTSIDE OF ROADWAY
MAX. OUTSIDE OF ROADWAY 12" MIN.
3:1 NOTE: PROVIDE FLEXIBLE CONNECTION AT EACH END OF ENCASEMENT TO PROVIDE FOR SETTLEMENT. CONTRACTOR TO PROVIDE CONNECTOR SUBMITTAL FOR APPROVAL PRIOR TO PURCHASE. 12 18

31. 2. 3. 4. 5. 7. 8. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND CALTRANS STANDARD SPECIFICATIONS (MOST CURRENT EDITION) AND TO THE STANDARD SPECIFICATIONS OF THE CITY OF SUTTER CREEK. THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS BEFORE STARTING CONSTRUCTION. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER AT THE PROPERTY LINE AND TERMINATE AT THE PROPERTY LINE WITH PLUG AND CLEANOUT, AS PER THE CITY STANDARD. A MINIMUM OF 36" COVER BELOW FINISH GRADE FOR SEWER LINE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATING AND PROTECTING OF ALL UNDERGROUND FACILITIES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS PRIOR TO ANY EXCAVATION WORK FOR DETERMINATION AND LOCATION OF UNDERGROUND UTILITIES (PHONE 800-227-2600). WHERE EXCAVATION FOR ANY FACILITIES CONSTRUCTION EXCEEDS 5 FEET IN DEPTH, CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM CAL/OSHA. PROHIBITED WATER MAIN CROSSING DETAIL SPEC. C-900) WITH RUBBER GASKET JOINT, WITHIN 10 FEET OF THE SEWER LINE SHALL BE DUCTILE IRON PIPE Cl. 50, COMPRESSION IF A SEWER LINE CROSSES A WATER MAIN IN ZONE 'C' OR 'D', JOINT, OR PVC Cl. 200 (4:1 SAFETY FACTOR AS PER AWWA WATER MAIN. ZONE SCALE: 1/4" = 1'-0" (E) WATER MAIN 4' ZONE 'D' 4' 10' ZONE 'P' ZONE 'C' 4"
1' 10' RUBBER GASKETS SHALL BE "RAMNECK". GASKET PRIMER SHALL BE USED AT ALL JOINTS. ALL INLETS AND OUTLETS FROM MANHOLE STRUCTURES SHALL HAVE A FACTORY INSTALLED "KOR-N-TEE" RUBBER BOOT AS PROVIDED BY TEICHERT PRECAST OR EQUIVALENT. REINFORCED CONCRETE GRADE RINGS, CONES, PIPE RISERS OR APPROVED PRECAST MANHOLE SECTIONS SHALL CONFORM TO CURRENT ASTM SPEC. NO. C-478 (TEICHERT PRECAST). 4 SEE SPECIFICATIONS FOR REQUIRED WATER-TIGHTNESS TESTING AT JOINTS. 2 EXTEND C.O. 1'-0" ABOVE SURROUNDING GRADE ALL SEWER SYSTEM CONSTRUCTION SHALL CONFORM TO THE CITY OF SUTTER CREEK SPECIFICATIONS AND STANDARD DETAILS. 6. ALL GRAVITY SEWER PIPE SHALL BE ASTM D-3034, SDR-35, PVC UNLESS REQUIRED TO BE CL200 AWWA C900 AT WATER MAIN CROSSINGS. ALL PRESSURE SEWER PIPE SHALL BE PVC CLASS 200, UNLESS OTHERWISE APPROVED. IF AWWA C900 PIPE IS USED, THE PIPE SHALL BE COLORED GREEN OR A GREEN STRIPE SHALL BE PAINTED ALONG THE TOP OF THE PIPE ALONG ITS ENTIRE LENGTH. 9. ALL SEWER SERVICES TO BE 4" INSIDE DIAMETER UNLESS OTHERWISE NOTED. 10. SERVICES SHALL HAVE SAME BEDDING AND BACKFILL AS LATERAL SEWER. 11. SERVICE SEWER SHALL HAVE MINIMUM 3'-0" COVER AT PROPERTY LINE WHENEVER LATERAL DEPTH AND SERVICE SEWER SLOPE OF 1/4" PER FOOT PERMITS. CONTRACTOR SHALL VERIFY THE DEPTH OF ALL SEWER SERVICES AND SHALL NOTIFY THE ENGINEER IF ANY SERVICES CANNOT HAVE THE REQUIRED MINIMUM COVER PRIOR TO INSTALLATION. ALL WATER AND SEWER LINES SHALL MAINTAIN A 10'-0" HORIZONTAL CLEARANCE AND A 1'-0" VERTICAL CLEARANCE. 12. AT SERVICES, PLACE CONCRETE 12" WIDE OR WELL COMPACTED BEDDING MATERIAL 18" WIDE UNDER THE WYE BRANCH, THE FITTING, AND UNSUPPORTED PIPE. WHEN BEDDING MATERIAL IS USED, PLACE ADDITIONAL BEDDING MATERIAL TO TOP OF BEND, THE FULL WIDTH OF THE TRENCH. 13. MINIMUM COVER 3'-0" AT THE PROPERTY LINE SHALL BE MEASURED FROM THE EXISTING GROUND SURFACE OR EDGE OF ADJACENT ROADWAY, WHICHEVER IS LOWER. 14. PREFORMED, ROPE-LIKE, READY TO USE, COLD-APPLIED, PERMANENTLY ADHESIVE AND FLEXIBLE, PLASTIC JOINT SEALING COMPOUND, (K.T. SNYDER CO. INC., RAM-NEK) OR EQUAL SHALL BE USED ON MANHOLE JOINTS. 15. ALL MANHOLE BARREL SECTIONS, K CONES, AND GRADE RISING SHALL BE REINFORCED IN ACCORDANCE WITH THE REQUIREMENTS OF THE REINFORCED CONCRETE SECTION, A.S.T.M. DESIG. C 478-75. 16. ALL SEWER MAINS AND SEWER LATERALS SHALL BE BALLED, MANDRELLED, TELEVISION INSPECTED AND AIR TESTED PRIOR TO ACCEPTANCE BY THE CITY. SEE CITY STANDARD FOR AIR TESTING REQUIREMENTS. 17. ALL MANHOLES SHALL BE VACUUM TESTED PRIOR TO ACCEPTANCE BY THE CITY. SEE CITY STANDARD SPECIFICATION FOR VACUUM TESTING REQUIREMENTS. 18. ALL MANHOLE LIDS SHALL HAVE BLIND HOLES FOR LIFTING. PICK HOLES WILL NOT BE ALLOWED. 19. ALL MANHOLES SHALL BE GASKETED USING FLAT GASKETS. "O" RINGS WILL NOT BE ALLOWED. 20. SEWER LINE INSTALLATIONS ON A RADIUS SHALL BE ACCOMPLISHED BY BENDING PIPE ON A RADIUS NOT LESS THAN MANUFACTURER'S MINIMUM RADIUS OR BY USING FITTINGS. AXIAL DEFLECTIONS AT PIPE JOINTS WILL NOT BE ALLOWED. SERVICE WYE OR 5 MANHOLE LIDS SHALL BE SIZED AS FOLLOWS: 4' DIA. MANHOLE=3' DIA. LID, 5' DIA. MANHOLE=3' DIA. LID, AND 6' DIA. MANHOLE=4' DIA. LID. 2 SEWER NOTES 21. MANHOLE LIDS SHALL BE SIZED AS FOLLOWS: 4' DIA. MANHOLE=3' DIA. LID, 5' DIA. MANHOLE=3' DIA. LID, AND 6' DIA. MANHOLE=4' DIA. LID. 22. AT DEEP DROP SERVICE LINES AT MANHOLES, PROVIDE PVC COUPLING WITH STAINLESS STEEL STRAPS AND STAINLESS STEEL ANCHORS WITHIN 6" OF THE TOP AND BOTTOM AND 4'-0" ON CENTER MAXIMUM SPACING. NOTE: SEE DETAIL 13 FOR ADDITIONAL INFORMATION. DROP CONNECTION DETAIL

0.1' PVC TEE SCALE: 3/4" = 1'-0" PER PLAN PVC COUPLING W/ 12 GA. STAINLESS STEEL STRAP W/ (2) STAINLESS STL. EXPANSION ANCHORS TO MANHOLE WALL PVC ELL PVC COUPLING PVC PIPE SIZE BOOT AS SUPPLIED "KOR-N-TEE" RUBBER PRECAST BY TEICHERT SEE NOTE 22 FOR ADDITIONAL INFORMATION. 7. WHERE REQUIRED PLACE CHRISTY B-5 UTILITY BOX WITH COVER MARKED "SEWER" OVER CLEANOUTS CUT TO GRADE. HEIGHT IN FEET INSIDE DIAMETER IN FEET <8 >8 AND <12 >12 -
-
-
456 MANHOLE HEIGHT / DIAMETER CHART
4 IF COVER EXCEEDS 36" CONCRETE SLURRY SHALL BE REQUIRED TO A DEPTH OF 36" MAX. FROM SURFACE. REMAINDER OF BACKFILL SHALL BE PEA GRAVEL. 45°
6" WIDE x 12" DEEP W/ (2)-#4 REBAR CLASS B CEMENT CONCRETE COLLAR (CAP WHERE REQ'D.) BUILDING SEWER TEMPORARY PLUG MAIN LINE OR

S BEDDING MATERIAL FLOW SERVICE SEWER MAIN LINE OR
S
S WYE 4" MIN. SERVICE 6" MIN. MAIN LINE
S G5 CONCRETE VALVE BOX WITH G5C CAST IRON LID, MARKED "SEWER" INROADWAY 95% COMPACTED BACKFILL OFF ROADWAY INTERNAL THREADED CAP 45° ELL.

D + X" MAX.
1 TRENCH DETAIL
8" 95% 12" MIN. 95% D + 12" MIN. D + 24" MAX. SURFACE OUTSIDE ROADWAY STRUCTURAL SECTION). SAW CUT (E) PAVEMENT BEFORE EXCAVATING NOTES: TOP BACKFILL SHALL BE IN ACCORDANCE WITH SPEC. 19-3.06 INTERMEDIATE BACKFILL MAY BE FROM NATIVE MATERIAL. NO ROCKS LARGER THAN 3". SCREEN INSIDE ROADWAY HANDPICK OUTSIDE ROADWAY. (MAY BE EXTENDED TO EXCAVATE 4" BELOW PIPE AND BACKFILL WITH SAND.

D + 16" OUTSIDE ROADWAY STATE OF CALIF. STD. SPECS.
3 1
2 D CLASS II AGGREGATE BASE TO (E) DEPTH, MIN. 6" GREEN METALLIC TAPE LABELED "SEWER LINE BELOW" MIN. COVER 36" 90% 90%
2 BACKFILL

WITH SAND WITHIN ROADWAY
4"
3 NO SCALE REPLACE A.C. TO (E) OPTIONAL DEPTH, MIN. 2" EXCAVATION LINE VARIES
2 12" 1 SHALL BE 2 SACK CONCRETE SLURRY IF MIN. COVER IS LESS THAN 36". IN EXISTING ROADWAYS, TOP AND INTERMEDIATE BACKFILL 4 5 SOFT DRAWN COPPER WIRE. TAPE TO PIPE EVERY 10 FT. AT FORCE MAIN: PROVIDE LOCATOR WIRE NO. 10 A.W.G. COATED 5 90% AND
4 AND
4 FOR WORK WITHIN EXISTING ROADWAY SEE NOTE . 4 IN COVER EXCEEDS 36" CONCRETE SLURRY SHALL BE REQUIRED TO A DEPTH OF 36" MAX. FROM SURFACE. REMAINDER OF BACKFILL ABOVE SAND SHALL BE . 2 STA. 0+00 TO STA. 1+75 AND STA. 4+30 TO STA. 5+51 STA. 1+75 TO STA. 4+30 LAWN REGROWTH. 23. SEE PROJECT SPECIFICATION SECTION III-7 PIPE BURSTING FOR NOTES REGARDING PIPE BURSTING FOR EXISTING SEWER MAINS, EXISTING CLEANOUTS, AND EXISTING SERVICE CONNECTIONS. C2 3 5 DETAILS AND NOTES AS NOTED 08-2023 VLM SHEET FILE NO. DRAWN BY OF SCALE DATE SHEETS DATE MARK DESCRIPTION BY D-8374 DRAWINGS work on this project, excepting liability arising from the sole negligence of design professional. UNTIL STAMPED AND WET-SIGNED BY THE PROJECT ENGINEER. THIS DRAWING IS NOT FINAL AND IS NOT TO BE USED FOR CONSTRUCTION contractor will be required to assume sole and complete responsibility for job site conditions during the course of Construction contractor agrees that in accordance with generally accepted construction practices, construction continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of construction of the project, including safety of all persons and property; that this requirement shall be made to apply MAILING ADDRESS: WEATHERBY-REYNOLDS-FRITSON ENGINEERING AND DESIGN (209)-223-0381 [Voice] (209)-223-0716 [Fax] 206 Peek Street Jackson, CA. 95642 http://www.wrfed.com THESE DRAWINGS AND THE CONCEPTS EMBODIED THEREIN ARE THE ORIGINAL UNPUBLISHED WORK OF WRF ENGINEERING AND DESIGN AND SHALL NOT BE USED OR DUPLICATED WITHOUT THE WRITTEN AGREEMENT OF TERRY WEATHERBY, GRANT REYNOLDS, OR KEVIN FRITSON CLIENT: SEWER BURSTING PROJECT FOR:

SUTTER OAKS SUBDIVISION

SUTTER CREEK-AMADOR COUNTY-CALIFORNIA REVISIONS

CITY OF SUTTER CREEK
SUTTER CREEK, CA 95685
BARBARA COURT & JEAN COURT 18 MAIN STREET
(209) 267-5647

PATRICIA LANE, JUDY DRIVE,
W:\WRF Projects\WRF Clients\Civil\City of Sutter Creek\Sutter Oaks Residential Area - Sewer Main Pipe Bursting\drawings\Sewer Replacement Details.dwg, 8/14/2023 5:41:46 PM

PATRICIA LANE
DRIVE
JUDY
JUDY

BARB ARA
COURT
COURT
OLD HIGHWAY 49
JEAN

PATRICIA LANE
DRIVE

RK LANE
RAYLAN DRIVE MH-162 MH-163 C/O-1101 MH-185 MH-221 MH-186 MH-188 MH-218 MH-229 MH-230 MH-231 MH-234 MH-232 227.3.CO.S MH-233 MH-228 MH-227 MH-226 MH-223MH-224 MH-225 MH-4100 MH-4099 MH-222 P-204
P-201 P-202 P-200
P-199
P-197 P-196
P-226
P-213 P-212
P-210
P-207 P-224
P-225 P-223
P-211
P-209
P-208 (AA#1)
P-222
P-220
P-217
P-214
P-215
P-218
P-221
P-219
P-284
P-285
P-286
P-206
P-205
P-216 227.1.CO.S 227.2.CO.S
P-217.1
P-217.2
P-214.1 MH-185.1
P-204.1 MH-187
P-209.1
(TBR) C/O-225.5 (TBR) C/O-225.4 (TBR) C/O-225.3 (TBR) C/O-225.2 (TBR) C/O-225.1 (TBR) C/O 4097 (TBR) C/O 219.1 (TBR) C/O-233.1 (TBR) C/O-3028 (AA#1)
(AA#1)
(AA#1)
200 L.F. TO BE BURSTED
(TBR) C/O 4098 EC1
4 5 EROSION CONTROL PLAN SCALE: 1"=100' EROSION CONTROL AS NOTED 08-2023 VLM SHEET FILE NO. DRAWN BY OF SCALE DATE SHEETS DATE MARK DESCRIPTION BY D-8374 DRAWINGS work on this project, excepting liability arising from the sole negligence of design professional. UNTIL STAMPED AND WET-SIGNED BY THE PROJECT ENGINEER. THIS DRAWING IS NOT FINAL AND IS NOT TO BE USED FOR CONSTRUCTION contractor will be required to assume sole and complete responsibility for job site conditions during the course of Construction contractor agrees that in accordance with generally accepted construction practices, construction continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of construction of the project, including safety of all persons and property; that this requirement shall be made to apply MAILING ADDRESS: WEATHERBY-REYNOLDS-FRITSON ENGINEERING AND DESIGN (209)-223-0381 [Voice] (209)-223-0716 [Fax] 206 Peek Street Jackson, CA. 95642 http://www.wrfed.com THESE DRAWINGS AND THE CONCEPTS EMBODIED THEREIN ARE THE ORIGINAL UNPUBLISHED WORK OF WRF ENGINEERING AND DESIGN AND SHALL NOT BE USED OR DUPLICATED WITHOUT THE WRITTEN AGREEMENT OF TERRY WEATHERBY, GRANT REYNOLDS, OR KEVIN FRITSON CLIENT: SEWER BURSTING PROJECT FOR:

SUTTER OAKS SUBDIVISION

SUTTER CREEK-AMADOR COUNTY-CALIFORNIA REVISIONS

CITY OF SUTTER CREEK
SUTTER CREEK, CA 95685
BARBARA COURT & JEAN COURT 18 MAIN STREET
(209) 267-5647
PATRICIA LANE, JUDY DRIVE, WATER SOLUBLE POTASH 0 PHOSPHORIC ACID 20 NITROGEN 16 INGREDIENT PERCENTAGE (MIN.) 55 LB. OF SEED MIX CALIFORNIA POPPY 2 LB. OF CALIFORNIA POPPY SEED PER EA. EA. 55 LB. OF SEED MIX PURPLE ANNUAL LUPINE 3 LB. OF PURPLE ANNUAL LUPINE SEED PER LB. OF SEED MIX BLANDO BROMEGRASS 15 LB. OF BLANDO BROMNEGRASS SEED PER EA. 55 AFTER NOVEMBER 1) (10 POUNDS ADDITIONAL WIMMERA RYEGRASS PER ACRE SHALL BE APPLIED LB. OF SEED MIX WIMMERA RYEGRASS 28 LB. OF WIMMERA RYEGRASS SEED PER EA. 55 SEED MIX RED CLOVER (INOCULATED) 7 LB. OF RED CLOVER SEED PER EA. 55 LB. OF OVER 6% 50 FEET 3% TO 6% 60 FEET LESS THAN 3% 100 FEET GRADE OF CHANNEL INTERVAL EROSION CONTROL NOTES 1. 2. 3. 4. 5. REFER TO GENERAL AND CONSTRUCTION NOTES SHOWN ON THESE PLANS. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE GRADING PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED WHEN THE ENGINEER OF WORK SO DIRECTS AS THE WORK PROGRESSES. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING OPERATION AND PERIODICALLY AS DIRECTED BY THE ENGINEER OF WORK. ADJACENT PROPERTIES SHALL BE PROTECTED FROM STORM WATER MUD, SILT, ETC... CONTRACTOR MUST HAVE TOOLS AND EQUIPMENT TO PROVIDE EROSION CONTROL MEASURES MADE NECESSARY BY A CONSTRUCTION OPERATION ON THE JOB SITE BEFORE BEGINNING WORK. MINIMUM 12" EARTH BERMS SHALL BE CONSTRUCTED AND MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. HYDROSEED ALL CUT AND FILL SLOPES INCLUDING APPROVED BORROW SITES AND HAUL ROADS AS SOON AFTER GRADING AS PRACTICAL. HYDROSEEDING SHALL BE COMPLETED BY OCTOBER 15, OTHERWISE SUPPLEMENTAL SEEDING MEASURES AS SPECIFIED UNDER SPECIAL WINTERIZATION REQUIREMENTS MUST BE APPLIED. PROVIDE VELOCITY CHECK DAMS OF GRAVEL FILLED BAGS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED BELOW. 6. 7. 8. 9. 10. 11. 12. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FORECAST OF RAIN PROBABILITY EXCEEDS 40% AND WILL BE OPERABLE AND MAINTAINED DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). ALL SEDIMENTATION BASINS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED EROSION PLANS. STRAW BALES OR SANDBAGS MUST BE FULL AND SHALL BE STOCKPILED ADJACENT TO EACH POINT OF USE AS SHOWN ON THE PLANS, AND READY TO BE PLACED WHEN THE FORECAST OF RAIN PROBABILITY EXCEEDS 40% OR WHEN DIRECTED BY THE INSPECTOR. APPROVED SANDBAG MATERIALS ARE SAND, DECOMPOSED GRANITE, AND/OR GRAVEL OR OTHER MATERIALS APPROVED BY THE ENGINEER OF WORK. CHANGES TO THE APPROVED EROSION CONTROL PLANS TO MEET FIELD CONDITIONS WILL BE MADE ONLY WITH APPROVAL OF THE ENGINEER OF WORK AND THE AMADOR COUNTY DEPARTMENT OF PUBLIC WORKS. ALL PAVED AREAS WILL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE WILL BE MAINTAINED SO THAT A MINIMUM OF SEDIMENT-LADEN RUNOFF ENTERS THE STORM DRAINAGE SYSTEM. AS STORM DRAIN IMPROVEMENTS ARE CONSTRUCTED, ALL STRUCTURES AND INLET PIPES SHALL BE PROTECTED FROM IN FLOW OF SEDIMENT BY STRAW BALES, SILT FENCE, OR GRAVEL FILLED BAGS PER DETAILS, AND NO SEDIMENT SHALL LEAVE THE PROJECT SITE. ALL SLOPES AND GRADED AREAS WILL BE HYDROSEEDED PER THE EROSION CONTROL SEEDING SPECIFICATIONS SHOWN IN THESE PLANS. AFFECTED AREAS INACCESSIBLE TO HYDROSEEDING MAY BE HAND SEEDED AND COVERED WITH PUNCH STRAW MULCH PER CALTRANS STANDARD SPECIFICATIONS OR APPROVED EROSION CONTROL FABRIC. FABRIC SHALL BE USED ON ALL SLOPES STEEPER THAN 2:1 SLOPE. RESTORATION AND SEEDING OF DISTURBED AREAS OUTSIDE THE GRADING LIMIT WILL BE AT THE CONTRACTORS EXPENSE. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE CONDITIONS OF THE SITE AT ALL TIMES AND TO THIS END WILL KEEP THE SITE FREE FROM EROSION AND SEDIMENT RUN-OFF TO ADJACENT PROPERTY, STORM DRAIN FACILITIES, AND NATURAL DRAINAGE COURSES. SINCE A CONSTRUCTION SCHEDULE HAS NOT BEEN COMPLETED, IT IS UNKNOWN WHAT WORK WILL BE COMPLETED PRIOR TO THE RAINY SEASON (OCTOBER 15 TO APRIL 15). CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PREPARING AND PROCESSING APPROVAL OF A SPECIAL WINTERIZATION PLAN THAT MEETS FIELD CONDITIONS AS OF OCTOBER 1, AND TO BE REVIEWED AND APPROVED BY THE ENGINEER OF WORK AND DEPARTMENT OF PUBLIC WORKS. CONTROL PLANS WILL BE SUBMITTED OR WILL BE IN PLACE BY OCTOBER 15. 13. 14. 15. 16. SEED FOR EROSION CONTROL SHALL BE APPLIED AT A RATE NOT LESS THAN FIFTY FIVE (55) POUNDS PER ACRE IN APPROXIMATELY THE FOLLOWING PROPORTIONS: THE ABOVE MIXTURES SHALL BE APPLIED WITH HYDROSEEDER TYPE EQUIPMENT THAT APPLIES THE SEED, FERTILIZER AND MULCH IN ONE OPERATION. A MINIMUM OF 400 POUNDS PER ACRE OF COMMERCIAL FERTILIZER SHALL BE APPLIED WITH THE SEED MIXTURE AS APPROVED BY THE OWNER AND COUNTY. MULCH CONSISTING OF WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF 1500 POUNDS PER ACRE. COMMERCIAL FERTILIZER SHALL HAVE THE FOLLOWING GUARANTEED CHEMICAL ANALYSIS: TACKIFIER SHALL BE ECOLOGY CONTROLS M-BINDER OR APPROVED EQUAL AND APPLIED AT THE RATE OF 80 POUNDS PER ACRE UP TO OCTOBER 15 OR 120 POUNDS PER ACRE AFTER OCTOBER 15. SHOULD SEEDING OCCUR AFTER OCTOBER 15 STRAW MULCH NO SHORTER THAN 6" INCHES IN LENGTH, AS APPROVED BY THE COUNTY AGRICULTURAL DEPARTMENT, SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE PRIOR TO THE APPLICATION OF TACKIFIER. AS AN ALTERNATIVE TO TACKIFIER AFTER OCTOBER 15, THE STRAW MULCH MAY BE ANCHORED BY PUNCHING, TUCKING, OR CRIMPING THE STRAW TO A DEPTH OF 1 TO 2 INCHES. HAND TOOLS, MULCHING ROLLERS, DISCS OR OTHER SUITABLE EQUIPMENT MAY BE USED TO ACCOMPLISH THIS RESULT. ALL SEEDED AREAS SHALL BE PROPERLY MAINTAINED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION UNTIL ACCEPTANCE BY THE DEPARTMENT OF PUBLIC WORKS. SEEDED AREAS WHICH BECOME DISTURBED OR ERODED SHALL BE PROMPTLY REPAIRED AND RESEEDED PRIOR TO ACCEPTANCE OF THE PROJECT. ALL AREAS WHERE SEEDING HAS NOT TAKEN SHALL BE RESEEDED AND SHALL BE CONSIDERED THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SEE SHEET ERO2 FOR EROSION CONTROL DETAILS. STORM WATER MANAGEMENT AND DISCHARGE CONTROL: APPLY THE BEST MANAGEMENT PRACTICES (BMP'S) FOR STORM WATER QUALITY LISTED BELOW. EMPLOYEES, WORKERS OR SUBCONTRACTORS WILL BE REQUIRED TO COMPLY WITH THESE BMP'S TO THE MAXIMUM EXTENT PRACTICABLE. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. IT IS RECOMMENDED THAT A FIELD CONFERENCE BE HELD ABOUT SEPTEMBER 15 WITH THE DEVELOPER, CONTRACTOR, ENGINEER AND A REPRESENTATIVE OF THE AMADOR COUNTY PUBLIC WORKS AGENCY. THE PROGRESS OF WORK SHOULD BE REVIEWED AND ANY MODIFICATIONS NEEDED TO THE EROSION/SEDIMENT CONTROL FACILITIES DISCUSSED. NO MODIFICATION TO THE EROSION/SEDIMENT CONTROL FACILITIES SHALL BE MADE WITHOUT APPROVAL OF THE AMADOR COUNTY PUBLIC WORKS AGENCY. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO APPROVAL OF THE AMADOR COUNTY PUBLIC WORKS AGENCY. LIMIT THE REMOVAL OF NATURAL VEGETATION OR GROUND COVER FROM THE SITE DURING THE CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS IN ORDER TO MINIMIZE THE POTENTIAL FOR EROSION PROBLEMS. ALL CUT AND FILL SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING, IN NO CASE LATER THAN OCTOBER 15. NO SITE GRADING SHALL OCCUR BETWEEN OCTOBER 15 AND APRIL 15 UNLESS APPROVED EROSION CONTROL MEASURES ARE IN PLACE. AVOID VEHICLE EQUIPMENT REPAIR, MAINTENANCE, AND WASHING ON THE CONSTRUCTING SITE UNLESS MEASURES ARE TAKEN TO PREVENT PETROLEUM PRODUCTS AND CLEANERS FROM CONTAMINATING THE GROUND OR DISCHARGING TO THE STORM DRAIN SYSTEM. DO NOT PAVE OR SEAL IN WET WEATHER, OR WHEN RAIN IS FORECAST. DON'T WASH DOWN "PAVED SURFACES" WHERE FLUIDS HAVE BEEN SPILLED. USE DRY CLEANUP METHODS ABSORBENT MATERIALS, CAT LITTER. AND/OR RAGS) WHENEVER POSSIBLE. SWEEP UP DRY SPILLED MATERIALS IMMEDIATELY. DON'T "WASH THEM AWAY" WITH WATER. DURING SAW CUTTING OPERATIONS, SLURRY MUST NOT BE DISCHARGED TO STORM DRAIN SYSTEM. VACUUM UP SLURRY AND PUMP TO A HOLDING TANK FOR DISPOSAL, OR PUMP TO A CONTAINMENT POND/DIRT AREA WHERE WATER CAN FILTER OR EVAPORATE, ALLOWING THE CONCRETE TO SET. SET UP AND OPERATE SMALL MIXERS ON TARPS OR HEAVY PLASTIC DROP CLOTHS. DESIGNATE AN AREA ON-SITE FOR DUMPING EXCESS CONCRETE. INSURE THAT CONCRETE SUPPLY TRUCKS OR CONCRETE FINISHING OPERATIONS DO NOT DISCHARGE WASH WATER INTO STREET GUTTERS OR DRAINS. INSTALL A WASHOUT ON A DIRT AREA THAT CANNOT DISCHARGE TO A STORM DRAIN FACILITY. NEVER CLEAN BRUSHES OR RINSE PAINT CONTAINERS INTO A STREET, GUTTER, OR STORM DRAIN. WATER-BASED PAINT RESIDUES CAN BE RINSED IN A SINK; OIL-BASED PAINTS, SOLVENT, AND CLEANERS SHOULD BE RECYCLED OR DISPOSED OF AS HAZARDOUS WASTE. PROVIDE A CONTAINED AND/OR COVERED AREA ON THE SITE FOR THE STORAGE OF CEMENT, PAINTS, FLAMMABLES, OILS, FERTILIZERS, PESTICIDES, OR OTHER MATERIALS USED ON THE PROJECT SITE THAT HAVE A POTENTIAL FOR BEING DISCHARGED TO THE STORM DRAIN SYSTEM BY RAIN, WIND, OR FROM A SPILL. INSTALL FILTER MATERIALS AT THE STORM DRAIN INLETS PRIOR TO: 1) START OF THE RAINY SEASON (OCTOBER 15); 2) SITE DEWATERING ACTIVITIES; OR 3) STREET WASHING ACTIVITIES, IN ORDER TO RETAIN ANY DEBRIS OR DIRT FROM FLOWING INTO THE STORM DRAIN SYSTEM. FILTER MATERIALS SHALL BE MAINTAINED AND/OR REPLACED AS NECESSARY. ROADWAY CLEANING SHALL BE CONDUCTED TO CONTROL DUST AND DIRT TRACED FROM THE PROJECT SITE. PAVING SHALL BE COMPLETED AS SOON AS IS PRACTICABLE TO REDUCE THE TIME THAT BARE SURFACES AND SOILS ARE EXPOSED. IN AREAS WHERE CONSTRUCTION IS DELAYED FOR AN EXTENDED PERIOD OF TIME, THE GROUND SHALL BE REVEGETATED TO MINIMIZE THE GENERATION OF DUST. STOCKPILE OF TOPSOIL, AND OTHER STOCKPILE MATERIAL CONTAINING FINE PARTICULATE SHALL BE KEPT COVERED OR KEPT MOIST TO LIMIT WIND EROSION. DURING CONSTRUCTION, ACTIVITIES INVOLVING EARTH MOVING OR TRAVEL ON UNPAVED SURFACES SHALL BE DISCONTINUED WHEN WIND SPEEDS EXCEED 25 MPH OR PREVENT EXCESSIVE GENERATION OF DUST. DUST GENERATED ON THE PROJECT SITE SHALL BE CONTROLLED BY SELECTIVE WATERING OF EXPOSED AREAS, ESPECIALLY DURING CLEARING AND GRADING OPERATIONS. GATHER ALL CONSTRUCTION DEBRIS ON A DAILY BASIS AND PLACE IN A COVERED DUMPSTER OR CONTAINER. REMOVE ALL DIRT, GRAVEL, RUBBISH, REFUSE, AND GREEN WASTE FROM THE SIDEWALK, STREET PAVEMENT, AND STORM DRAIN INLET GRATES ADJACENT TO OR ON THE PROJECT SITE. INFORM EMPLOYEES AND SUBCONTRACTORS ABOUT THE CLEAN STORM WATER REQUIREMENTS AND THEIR RESPONSIBILITIES IN POLLUTION PREVENTION. NOTES / BEST MANAGEMENT PRACTICES AND STORM WATER QUALITY REQUIREMENTS LEGEND SEED, STRAW, AND TACK 9" WATTLES/8" COMPOST SOCK 1. CONTRACTOR TO INSPECT PROJECT AREA AND PROVIDE RECOMMENDATION OF DISTURBED AREAS REQUIRING SEED, STRAW, AND FERTILIZER. 2. OWNER TO APPROVE AREAS PRIOR TO PLACEMENT OF EROSION CONTROL MEASURES. EROSION CONTROL CONTRACTOR NOTES: GRAVEL FILLED BAGS CASQA BMP# EC-6 SE-5 SE-4 STABILIZED CONSTRUCTION ENTRANCE TC-1 6" MIN. R 30'
50' MIN.
10' MIN.

HARD SURFACE
PUBLIC ROAD FILTER FABRIC STABILIZED CONSTRUCTION ENTRANCE 1" TO 3" COARSE AGGREGATE (TC-1) SILT FENCE SE-1 STRAW BALES BARRIER SE-9 20. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR WEATHER CHANGES. EROSION CONTROL PLAN NOTE: PLACE EROSION CONTROL DEVICES AND EROSION CONTROL SEEDING AS REQUIRED BY CONTRACTOR'S APPROVED PIPELINE INSTALLATION PLAN.

V:\00-Design Projects\00-WRF Projects\Sutter Oaks Residential Area - Sewer Main Pipe Bursting\drawings\Sewer Replacement-Plan.dwg, 8/13/2023 14:55:10 EC2 5 5 EROSION CONTROL DETAILS COMPOST SOCKS / / COMPOST SOCK / COMPOST SOCK (OR COMPOST SOCK) (SEE PLAN FOR ALTERNATE SPACING) / COMPOST SOCK INSTALLATION / COMPOST SOCK CONTRACTOR NOTE: INSTALLATION OF COMPOST SOCK DOES NOT REQUIRE ENTRENCHMENT AS NOTED 08-2023 VLM SHEET FILE NO. DRAWN BY OF SCALE DATE SHEETS DATE MARK DESCRIPTION BY D-8374 DRAWINGS work on this project, excepting liability arising from the sole negligence of design professional. UNTIL STAMPED AND WET-SIGNED BY THE PROJECT ENGINEER. THIS DRAWING IS NOT FINAL AND IS NOT TO BE USED FOR CONSTRUCTION contractor will be required to assume sole and complete responsibility for job site conditions during the course of Construction contractor agrees that in accordance with generally accepted construction practices, construction continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of construction of the project, including safety of all persons and property; that this requirement shall be made to apply MAILING ADDRESS: WEATHERBY-REYNOLDS-FRITSON ENGINEERING AND DESIGN (209)-223-0381 [Voice] (209)-223-0716 [Fax] 206 Peek Street Jackson, CA. 95642 http://www.wrfed.com THESE DRAWINGS AND THE CONCEPTS EMBODIED THEREIN ARE THE ORIGINAL UNPUBLISHED WORK OF WRF ENGINEERING AND DESIGN AND SHALL NOT BE USED OR DUPLICATED WITHOUT THE WRITTEN AGREEMENT OF TERRY WEATHERBY, GRANT REYNOLDS, OR KEVIN FRITSON CLIENT: SEWER BURSTING PROJECT FOR:

SUTTER OAKS SUBDIVISION

SUTTER CREEK-AMADOR COUNTY-CALIFORNIA REVISIONS

CITY OF SUTTER CREEK
SUTTER CREEK, CA 95685
BARBARA COURT & JEAN COURT 18 MAIN STREET
(209) 267-5647

PATRICIA LANE, JUDY DRIVE,
V:\00-Design Projects\00-WRF Projects\Sutter Oaks Residential Area - Sewer Main Pipe Bursting\drawings\Sewer-EC2-Details.dwg, 8/13/2023 14:58:21 Fourth (4th) Quarter Revenue Report
FUND FUND Name ACCT ACCT Name
Annual Amended
Budgt
Year-to-Date
Actual Pct(%) Difference Projected YE
1 General Fund 30100 Prop Tax - Secured (County) 602,000.00 603,855.02 100 (1,855.02) 603,855.02 1 General Fund 30105 Property Tax in Lieu of MVLF 279,920.00 282,330.50 101 (2,410.50) 282,330.50 1 General Fund 30110 Prop Tax - Curr Supple(County) 9,300.00 14,203.24 153 (4,903.24) 14,203.24 1 General Fund 30115 Delinquent Supplemental 800.00 2,769.67 346 (1,969.67) 2,769.67 1 General Fund 30200 Prop Tax - Unsecured (County) 9,000.00 11,106.89 123 (2,106.89) 11,106.89 1 General Fund 31660 Tax, Franchise - Aces Waste 36,000.00 42,027.89 117 (6,027.89) 42,027.89 1 General Fund 31662 Tax, Franchise - Comcast 33,000.00 31,555.32 96 1,444.68 31,555.32 1 General Fund 31664 Tax, Franchise - PG&E 52,000.00 52,709.77 101 (709.77) 52,709.77 1 General Fund 31670 Tax, Transfer - Real Property 21,000.00 11,210.12 53 9,789.88 11,210.12 1 General Fund 31850 Tax, TOT - Transient Lodge Tax 326,025.00 267,442.37 82 58,582.63 267,442.37 1 General Fund 31930 Tax - Gen'l Retail Sales 436,000.00 381,798.33 88 54,201.67 381,798.33 1 General Fund 32100 License - Business 48,000.00 69,589.00 145 (21,589.00) 69,589.00 1 General Fund 32111 Permit - Encroachments 7,500.00 31,290.67 417 (23,790.67) 31,290.67 1 General Fund 32125 Permit - Garage Sale 100.00 40.00 40 60.00 40.00 1 General Fund 32130 Permit / Licenses - Other 1,500.00 1,071.15 71 428.85 1,071.15 1 General Fund 32135 Permit - Signs 800.00 660.00 83 140.00 660.00 1 General Fund 32160 Reimbursed E&P Costs - 3,772.63 0 (3,772.63) 3,772.63 1 General Fund 33120 Sales Tax-Public Safety 16,000.00 13,791.65 86 2,208.35 13,791.65 1 General Fund 33510 State Cops Grant 180,000.00 165,271.25 92 14,728.75 165,271.25 1 General Fund 33512 Hm Prop Tax Relief - Exemption 6,000.00 6,446.58 107 (446.58) 6,446.58 1 General Fund 33516 State Grants - 5,000.00 0 (5,000.00) 5,000.00 1 General Fund 34130 Zoning Application Fees 2,100.00 - 0 2,100.00 - 1 General Fund 34131 Subdivision fees 5,000.00 5,495.00 110 (495.00) 5,495.00 1 General Fund 34132 Fees - Variance & conditional 1,500.00 6,454.34 430 (4,954.34) 6,454.34 1 General Fund 34135 Site Plans 10,000.00 46,906.26 469 (36,906.26) 46,906.26 1 General Fund 34139 Building Permit Fees 48,000.00 123,142.48 257 (75,142.48) 123,142.48 1 General Fund 34140 Plan Check Fees 40,000.00 65,882.63 165 (25,882.63) 65,882.63 1 General Fund 34141 Fees-PD Services 200.00 188.20 94 11.80 188.20 1 General Fund 34160 Fees - Police Reports 800.00 710.00 89 90.00 710.00 1 General Fund 34168 Concealed Weapon 2,000.00 200.00 10 1,800.00 200.00 1 General Fund 34170 Fees - City Engr Services - 375.00 0 (375.00) 375.00 1 General Fund 34190 Fees - Other - 39.55 0 (39.55) 39.55 1 General Fund 34210 PD Fee Special Services 2,500.00 1,000.00 40 1,500.00 1,000.00 1 General Fund 35130 Fines - Vehicle Code 8,000.00 7,238.78 90 761.22 7,238.78 1 General Fund 36100 Income - Interest Earnings 2,500.00 9,234.85 369 (6,734.85) 9,234.85 1 General Fund 36800 Income - Insurance Refund - 16,859.00 0 (16,859.00) 16,859.00 1 General Fund 36820 Income - Other Revenue - 30,001.69 0 (30,001.69) 30,001.69 1 General Fund GRAND TOTAL 2,187,545.00 2,311,669.83 (124,124.83) 2,311,669.83 3 Streets/Sidewal 33005 Vehicle License Fee 2,000.00 2,709.19 135 (709.19) 2,709.19 3 Streets/Sidewal 33551 2107 Highway User Tax 18,000.00 18,692.76 104 (692.76) 18,692.76 3 Streets/Sidewal 33552 2106 Highway User Tax 14,800.00 14,362.59 97 437.41 14,362.59 3 Streets/Sidewal 33553 2105 Highway User Tax 13,018.00 13,726.42 105 (708.42) 13,726.42 3 Streets/Sidewal 33554 2107-5 Highway User Tax 1,000.00 1,000.00 100 - 1,000.00 3 Streets/Sidewal 33556 2103 Highway User Tax 16,000.00 19,632.75 123 (3,632.75) 19,632.75 3 Streets/Sidewal GRAND TOTAL 64,818.00 70,123.71 (5,305.71) 70,123.71 4 Crestview Lgt/D 34280 Street Lighting Charges 2,743.00 2,544.00 93 199.00 2,544.00 4 Crestview Lgt/D GRAND TOTAL 2,743.00 2,544.00 199.00 2,544.00 10 Sewer M&O 34410 Fees - Sewer Service Undist 1,865,988.00 1,773,860.44 95 92,127.56 1,773,860.44 10 Sewer M&O 34412 Septic Dumping Fee 52,000.00 43,353.59 83 8,646.41 43,353.59 10 Sewer M&O 34413 Contract Sewer Rev AWA 198,178.00 198,177.96 100 0.04 198,177.96 10 Sewer M&O 34414 Sewer Svc Chrges Amador City 43,180.00 43,179.96 100 0.04 43,179.96 10 Sewer M&O 34479 Late Charges 20,000.00 32,053.49 160 (12,053.49) 32,053.49 10 Sewer M&O GRAND TOTAL 2,179,346.00 2,090,625.44 88,720.56 2,090,625.44 17 M.V.Store Trust 36700 Income - Donations, Private So - 1,234.36 0 (1,234.36) 1,234.36 17 M.V.Store Trust GRAND TOTAL - 1,234.36 - (1,234.36) 1,234.36 29 Swimming Pool 36710 Swimming Pool Revenues 24,000.00 3,706.00 15 20,294.00 3,706.00 29 Swimming Pool GRAND TOTAL 24,000.00 3,706.00 20,294.00 3,706.00 48 Covid-19 33517 Federal Grants - 313,619.00 0 (313,619.00) 313,619.00 48 Covid-19 36100 Income - Interest Earnings - 2,930.77 0 (2,930.77) 2,930.77 48 Covid-19 GRAND TOTAL - 316,549.77 (316,549.77) 316,549.77 57 HOME Grant CA 36805 HOME Grant repayments - 187,100.26 0 (187,100.26) 187,100.26 57 HOME Grant CA GRAND TOTAL - 187,100.26 (187,100.26) 187,100.26 59 Building Facili 34745 Historical Grammer School Rev 11,500.00 13,510.50 117 (2,010.50) 13,510.50 59 Building Facili 34746 Cribbs Field/Snack Shack Rent 300.00 280.00 93 20.00 280.00 59 Building Facili 34747 Cribbs/Snack Utilities - 100.00 0 (100.00) 100.00 59 Building Facili 34748 Fees - Community Ctr Utilities 1,000.00 2,325.00 233 (1,325.00) 2,325.00 59 Building Facili 34749 Fees - Community Center 2,500.00 5,420.00 217 (2,920.00) 5,420.00 59 Building Facili 34750 Fees - Auditorium Use 4,150.00 9,874.12 238 (5,724.12) 9,874.12 59 Building Facili 34751 Lease Revenue-AT&T Wireless 37,800.00 34,800.00 92 3,000.00 34,800.00 59 Building Facili 34752 Fees- Auditorium Utilities 4,000.00 3,050.00 76 950.00 3,050.00 59 Building Facili 34753 Fees-Jazzercise Rental Income 11,500.00 10,260.00 89 1,240.00 10,260.00 59 Building Facili GRAND TOTAL 72,750.00 79,619.62 (6,869.62) 79,619.62 80 Effluent Disp. 34390 Effluent Disposal 222,343.00 208,127.50 94 14,215.50 208,127.50 80 Effluent Disp. GRAND TOTAL 222,343.00 208,127.50 14,215.50 208,127.50 81 Visitor Center 36713 Visitor Center Revenue 24,000.00 11,200.08 47 12,799.92 11,200.08 81 Visitor Center GRAND TOTAL 24,000.00 11,200.08 12,799.92 11,200.08 89 CIP 33505 LEAP - 7,890.80 0 (7,890.80) 7,890.80
89 CIP 33516 State Grants - 47,258.94 0 (47,258.94) 47,258.94 89 CIP 36713 Visitor Center Revenue - 63.01 0 (63.01) 63.01 89 CIP GRAND TOTAL - 55,212.75 (55,212.75) 55,212.75
91 Road CIP 33558 Road Maintenance & Rehabilit 53,000.00 57,846.89 109 (4,846.89) 57,846.89 91 Road CIP GRAND TOTAL 53,000.00 57,846.89 (4,846.89) 57,846.89 Fourth (4th) Quarter Expense Report
Fund Fund Name Dept Dept Name Annual Budget YTD Actual Pct(%) Remaining
Budget Projected YE
1 General Fund 1010 City Council 24,990.00 20,312.24 81.3% 4,677.76 20,312.24 1 General Fund 1020 City Clerk 102,522.00 101,960.42 99.5% 561.58 101,960.42 1 General Fund 1030 City Treasurer 2,423.00 2,422.20 100.0% 0.80 2,422.20 1 General Fund 1040 City Manager 88,599.00 90,017.08 101.6% -1,418.08 90,017.08 1 General Fund 1050 Finance 125,105.00 134,482.62 107.5% -9,377.62 134,482.62 1 General Fund 1060 Police Dept 1,077,815.00 1,061,293.46 98.5% 16,521.54 1,061,293.46 1 General Fund 1090 Planning 147,097.00 50,358.04 34.2% 96,738.96 50,358.04 1 General Fund 1100 Building DEPT 25,000.00 40,559.93 162.2% -15,559.93 40,559.93 1 General Fund 1115 Engineering 94,000.00 121,565.25 129.3% -27,565.25 121,565.25 1 General Fund 1130 Parks & Recreat 204,750.00 225,909.79 110.3% -21,159.79 225,909.79 1 General Fund 1150 Marketing 62,480.00 58,988.08 94.4% 3,491.92 58,988.08 1 General Fund 6100 Central Servies 175,330.00 167,878.09 95.7% 7,451.91 167,878.09 1 General Fund 6130 City Attorney 10,500.00 16,016.70 152.5% -5,516.70 16,016.70 FUND TOTAL 2,140,611.00 2,091,763.90 97.7% 48,847.10 2,091,763.90 3 Streets/Sidewal 1050 Finance 6,951.00 7,827.52 112.6% -876.52 7,827.52 3 Streets/Sidewal 1120 Streets/Roads 122,964.00 126,182.83 102.6% -3,218.83 126,182.83 FUND TOTAL 129,915.00 134,010.35 103.2% -4,095.35 134,010.35 7 Cemetery 1020 City Clerk 1,336.00 1,356.97 101.6% -20.97 1,356.97 7 Cemetery 1400 Cemetery 150.00 11,351.90 7567.9% -11,201.90 11,351.90 FUND TOTAL 1,486.00 12,708.87 855.2% -11,222.87 12,708.87 10 Sewer M&O 1040 City Manager 59,065.00 57,593.90 97.5% 1,471.10 57,593.90 10 Sewer M&O 1050 Finance 145,956.00 149,781.47 102.6% -3,825.47 149,781.47 10 Sewer M&O 1115 Engineering 10,000.00 31,425.00 314.3% -21,425.00 31,425.00 10 Sewer M&O 1510 Sewer Treatment 762,590.00 673,443.75 88.3% 89,146.25 673,443.75 10 Sewer M&O 1520 Sewer Collectio 562,470.00 264,512.48 47.0% 297,957.52 264,512.48 10 Sewer M&O 6100 Central Servies 171,550.00 144,225.07 84.1% 27,324.93 144,225.07 FUND TOTAL 1,711,631.00 1,320,981.67 77.2% 390,649.33 1,320,981.67 15 Sewer Debt Svcr 1510 Sewer Treatment 33,600.00 12,372.54 36.8% 21,227.46 12,372.54 15 Sewer Debt Svcr 1520 Sewer Collectio 33,600.00 12,877.54 38.3% 20,722.46 12,877.54 FUND TOTAL 67,200.00 25,250.08 37.6% 41,949.92 25,250.08 17 M.V.Store Trust 1720 MonteVerde Muse 1,020.00 1,728.74 169.5% -708.74 1,728.74 FUND TOTAL 1,020.00 1,728.74 169.5% -708.74 1,728.74
20 FEMA 1120 Streets/Roads 169,308.00 37,190.77 22.0% 132,117.23 37,190.77 FUND TOTAL 169,308.00 37,190.77 0.0% 132,117.23 37,190.77 59 Building Facili 1050 Finance 27,801.00 23,075.27 83.0% 4,725.73 23,075.27 59 Building Facili 1130 Parks & Recreat 62,196.00 92,645.57 149.0% -30,449.57 92,645.57 FUND TOTAL 89,997.00 115,720.84 128.6% -25,723.84 115,720.84 80 Effluent Disp. 1020 City Clerk 34,636.00 32,598.18 94.1% 2,037.82 32,598.18 80 Effluent Disp. 1040 City Manager 49,221.00 47,988.61 97.5% 1,232.39 47,988.61 80 Effluent Disp. 1050 Finance 41,702.00 40,977.11 98.3% 724.89 40,977.11 80 Effluent Disp. 1600 Effluent 622,853.00 647,260.16 103.9% -24,407.16 647,260.16 FUND TOTAL 748,412.00 768,824.06 102.7% -20,412.06 768,824.06 81 Visitor Center 1155 Visitor Center 36,483.00 33,669.95 92.3% 2,813.05 33,669.95 FUND TOTAL 36,483.00 33,669.95 92.3% 2,813.05 33,669.95 TO: Sandra Spelliscy, City Manager
FROM: Chief Jim O’Connell

DATE: August 21, 2023

DEPARTMENT INFORMATION
July 2023
Monthly Statistics
Calls for Service and Incidents 370
Traffic Stops 117
Officer Initiated Incidents 264
Business Checks 91
Vehicle/Pedestrian Checks 23
Total Officer Reports 23
Misdemeanor Arrests 3
Felony Arrests 0
Moving Citations 8
Parking Citations 1
Total 527
Downtown Foot Patrol:

During the month of July SCPD continued to conduct daily foot patrol in the downtown area and average over 30 minutes, per officer each day.

Volunteer Service:

In addition, our dedicated Volunteers contributed over 10 hours of service, including citation and records processing, and responding to requests for collision reports.

Page 1 of 3 ends

STAFF REPORT
TO: SANDRA SPELLISCY, INTERIM CITY MANAGER
MEETING DATE: JULY 21, 2023
FROM: GEORGE ALLEN PUBLIC WORKS FOREMAN
SUBJECT PUBLIC WORKS DEPARTMENT REPORT FOR JULY 2023
Objective: The objective of this Staff Report is to provide a monthly status update regarding activities within the Public Works Department.

Wastewater Treatment Plant Status:

The WWTP did meet all the effluent quality discharge requirements for the month of July.

Table 1. Monthly Status of required reporting constituents.

Constituent Monthly Results Monthly Limits
Monthly Influent Flow 10.937 Mg. 0.353 mgd daily avg .48mgd1 Effluent BOD, mg/L 25 mg/L 30 mg/l
Effluent Settleable Matter,
mL/L
< 0.1 ml/L 0.5 ml/l
Effluent TSS, mg/L 7.1 mg/L 30 mg/l
Total Coliform, MPN < 1.8 mpn 23 mpn
Sludge Wasted 6,524 gallons
Rain 0.0 in. 51.94 in. YTD –26.42” Last YTD
1 The .48 mgd is daily dry weather flow (May through October).

Plant Compliance Issues:
• The June 2023 monthly report was electronically submitted to Regional Water Quality Control Board.

Operational Strategy Modifications:
• The rag bin was hauled on June 21, 2023.
• Rebuilding the deck and stairway at the recirculation building. • A regular sludge wasting schedule was kept with a total of 6k gallons dewatered.

The conveyor belt that is used for the hauling the sludge from the press to the roll off bin lost a roller and is being rebuilt by Dixon Y Machine.

Collection System Status:

SSMP Activity
Calls for service
• None

Page 2 of 3 ends

Sewer System Cleaning and Maintenance.
• For July 2023, there was 130 feet of sewer line cleaned. Total amount cleaned for 2023 is 23,075 feet.

Service Requests
Responded to fifteen service requests in July.
• Seven were for a street issues;
• Three were for park issues;
• Four were for forwarded for code enforcement issues;
• And one weas for a street light issue, that was forwarded to PG&E Effluent Disposal
• Ongoing irrigation at Hoskins irrigation site.
• Ongoing irrigation at the Preston irrigation site.
• Campbell installed a new drain to help with water flow in the Bowers expansion irrigation site
• Ongoing maintenance of the cattle water troughs along the pipeline. • Rain for Rent installed two pumps one at Preston Reservoir and one at Henderson Reservoir. They are needed to dispose of the large amount of water still in the system.

They also built a floating suction at Preston Reservoir to supply Ione Tertiary plant with clearer water.
• Excavated the pipeline below Preston Reservoir to get the size of the pipe to order parts for the floating suction.
• Calfire Pine Grove crew continuing to clear the ARSA right of way in several places. • Sending weekly updates to the Regional Board on reservoir levels and volumes. • Daily flow checks and level readings.

Streets and City Right of Way.
• Replacement of rusted out culvert on Gold Strike Ct.
• Campbell Construction finished the striping
• Ongoing patching of abundant number of potholes.
• Ongoing cleaning of streets and roads for weeds.
• Ongoing roadside trash cleanup.

Parks and Buildings
• Barrion’s installed in the city manager’s office, the Police department and finance office.
• Painted the interior of the city manager’s office.
• Had to change out the chlorine control system at the swimming pool for a loaner unit, while Santa Barbara Controls rebuilds the City’s old one. • Repaired the A/C condenser for the Auditorium conference room. • Ongoing cleaning and maintenance at the swimming pool. • Ongoing mowing of the parks and pool lawns.

Page 3 of 3 ends

• Finished a new room in the basement of Auditorium for the Police. • Ongoing set up and take down for the meetings in the Community Center. • Ongoing cleanup of Community Center, Auditorium and Grammar School for the use as rentals.

July 2023 Building Permits Issued
Submitted Prepared
Permit
#
Issue
Date
Final ( F )
or
Expire
Date APN Address Owner Contractor Description
New
Const
Y/N
SQ
FT
Commercial
Valuation
Residential
Valuation
Commerical
Permit Fee
Residential
Permit Fee
(WGA)
Plan Check
SCFEF
(Strong
Motion)
SB 1473
Fee
Grand
Total
7/3/2023 7/5/2023 2023-JUL-01 7/5/23 1/5/24 018-172-014 29 Badger Rd. Knudsen, Sally Andy Trinkle Other 3,000.00 204.00 0.50 1.00 $ 205.50 Porch 5/11/2023 7/6/2023 2023-JUL-02 7/6/23 1/6/24 018-344-011 104 Mesa De Oro Cir. Roehrich, Randall & BarbaraDetermined by Owner New SFD Y 2129 217,465.00 4,814.74 3,109.75 28.27 9.00 $ 7,961.76 7/10/2023 7/10/2023 2023-JUL-03 7/10/23 1/10/24 018-253-022 115 Jean Ct. Hoffman, Jamie Arete Roofing Re-roof 7,500.00 165.00 0.98 1.00 $ 166.98 7/10/2023 7/10/2023 2023-JUL-04 7/11/23 1/11/24 040-200-003 310 Gopher Flat Rd. Friedman, Kathy & Allen Ritson Roofing Re-roof 15,500.00 341.00 2.02 1.00 $ 344.02 7/5/2023 7/10/2023 2023-JUL-05 7/11/23 1/11/24 018-132-017 90 Boston Alley Wilson, Sandra & Flynn, GayleDtermined by Owner Other 7,500.00 165.00 107.25 0.98 1.00 $ 274.23 Win/Sid/Stair 7/13/2023 7/13/2023 2023-JUL-06 7/13/23 1/13/24 018-265-004 147 Foothill Dr. Dommes, Brian & Gayle Amador Plumbing Other 5,800.00 127.60 0.75 1.00 $ 129.35 Water Line 5/1/2023 6/14/2023 2023-JUL-07 7/13/23 1/13/24 040-210-003 309 California Dr. Redkey, Jude Hooked on Solar Other 45,600.00 1,008.00 652.08 5.93 2.00 $ 1,668.01 Elec/Storage 7/13/2023 7/13/2023 2023-JUL-08 7/18/23 1/18/24 018-267-005 160 Foothill Dr. Doyle, Aaron Determined by Owner Other 110.25 217.50 0.50 1.00 $ 329.25 Grading 7/17/2023 7/20/2023 2023-JUL-09 7/20/23 1/20/24 018-282-013 250 Patricia Ln. Blake, Barry Bodega Bay Roofing Co Re-roof 20,000.00 440.00 2.60 1.00 $ 443.60 6/6/2023 7/17/2023 2023-JUL-10 7/20/23 1/20/24 018-293-011 65 Hygrade Rd. Lyman, Travis Determined by Owner Addition 63,602.00 1,419.05 909.51 8.27 3.00 $ 2,339.83 6/15/2023 7/12/2023 2023-JUL-11 7/26/23 1/23/24 040-200-070 264 Sutter Crest W Atkins, Martin SunnyCal Solar Solar 22,270.00 238.80 217.50 2.90 1.00 $ 460.20 6/15/2023 7/25/2023 2023-JUL-12 7/26/23 1/23/24 018320-030 75 David Dr. Hunkins, Scott SunnyCal Solar Solar 21,142.00 238.80 217.50 2.75 1.00 $ 460.05 Totals - 429,379.00 - 9,272.24 5,431.09 56.45 23.00 14,782.78 City of Sutter Creek
City Treasurer's Report
Receipts & Disbursements Report
City's Checking Account
Receipts
Deposits $ 408,034
Reversal of Bank Charges -
Total $ 408,034
Disbursements
Accounts Payable $ 163,693
Payroll & Benefits 95,834
Bank Charges -
Total $ 259,527
Net Amount of Investment Transfers $ -
Recap of City Treasury
Investments on Hand July 31, 2023
Rate of
Return
Bank of Marin Checking $ 1,276,506 0.01%
Bank of Marin Money Market $ 11,607 0.76%
Bank of Marin Money Market #2 $ 2,050,657 1.77%
* California State Treasurer's LAIF $ 1,610,046 3.15%
Bank of Marin CD $ 1,000,000 3.50%
Total $ 5,948,816
Total this month last year $ 5,360,578
* LAIF 1 $ 59,200
LAIF 2 $ 1,550,846
The investment information provided in this report reflects the City's ability to meet expenditure requirements for the next six months. The investment portfolio is in compliance with the City's investment policy. Victoria Runquist 8/16/2023 July 2023
Market or
Withdrawal
Value
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer _________________________________________________________________________

STAFF REPORT
TO: SANDRA SPELLISCY, INTERIM CITY MANAGER
MEETING DATE: AUGUST 21, 2023
FROM: KAREN DARROW, ADMINISTRATIVE SERVICES SUPERVISOR
SUBJECT: ADMINISTRATIVE SERVICES JULY 2023 REPORT
RECOMMENDATION:

For information.

BACKGROUND:

The Administrative Services Department encompasses a variety of functions on behalf of the City including Human Resources, Risk Management, the Office of the City Clerk and Public Engagement and Marketing.

Included is an overview of the activity within the Administrative Services department for the month of July 2023.

DISCUSSION:

Human Resources
• City Manager Recruitment and interviews
• Hiring process for one part time Public Works seasonal employee • Onboarding f new Planning Commissioner
Risk Management
• Review and oversight of one active Workers Comp claims and two ongoing liability claims. • Process and management of one lawsuit.

City Clerk
• 5-Public Record Request Responses, 10-Citizen Inquiries responses and 1- Public Hearing Notice.
• Agenda preparation, minutes and follow up for:
1-City Council, 1-Planning Commission, and 1- DRC meetings. • Issuance of 3- Design Clearance permits and 1- Conditional Use permit. • Update and review content for the City of Sutter Creek website.

Public Engagement and Marketing
• Crafted 8 social media marketing ads designed to reach specific target groups. • Transition to two new websites.
• Coordination of County Fair exhibit
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer ____________________________________________________________________________ TO: SANDRA SPELLISCY, INTERIM CITY MANAGER
MEETING DATE: AUGUST 21, 2023
FROM: MASON PETERS, FINANCE SUPERVISOR
SUBJECT: FINANCE DEPT. JULY 2023 REPORT
RECOMMENDATION:

Informational only.

BACKGROUND:

To provide information regarding the activities of the Finance Department for the month of July 2023.

DISCUSSION:

Accounts Receivable
• Twelve (12) building permits were issued for a total of $14,783. • Facility rental revenue (including utilities) for the month of July was $3,772. • TOT collected for June 2023 was $26,169.
• Currently we have 337 Sewer customers enrolled in Auto Pay and 195 enrolled in E-Bill.

Accounts Payables
• Seventy-two (72) warrant checks were issued in the amount of $163,692.

Misc.
• The new Finance Supervisor is undergoing orientation and training. • An encroachment permit was issued to PG&E.

Funds Beg Balance Cash In Cash Out Adj. Balance
01 - General Fund 305,879.00 110,440.00 74,131.00 (63,974.00) 278,214.00 39 - General Reserve 697,390.00 - - 2,332.00 699,722.00 86 - General Savings Reserve 72,113.00 - - 205.00 72,318.00 95 - General Operations Reserve 102,421.00 - - 589.00 103,010.00 96 - General Capital Reserves 49,677.00 - - 166.00 49,843.00 04 - Crestview Light District 5,240.00 - 93.00 15.00 5,162.00 07 - Cemetary Sell of Plots (12,286.00) - 68.00 (172.00) (12,526.00) 17 - Monteverde Store 1,341.00 - 106.00 2.00 1,237.00
29 - Swimming Pool (57,355.00) - 780.00 (356.00) (58,491.00) 59 - Auditorium & Community Center Rentals (17,656.00) 6,665.00 6,527.00 (2,611.00) (20,129.00) 03 - Streets and Sidewalks (32,355.00) 6,395.00 5,000.00 (6,742.00) (37,702.00) 91 - Road Capital Improvements 113,909.00 5,294.00 - 356.00 119,559.00 10 - Sewer M&O 1,384,492.00 141,953.00 51,503.00 22,486.00 1,497,428.00 11 - Sewer WCRF Hook up Fees 605,926.00 7,761.00 - 2,026.00 615,713.00 12 - Sewer Line Replacement 606,718.00 - - 2,028.00 608,746.00 14 - Sewer Cap Reserves 989,215.00 - - 3,470.00 992,685.00 15 - Sewer Debt Service 2,750.00 - - - 2,750.00
80 - Effluent Disposal (539,696.00) 70,431.00 4,563.00 (10,030.00) (483,858.00) 09 - HMGP Hazard Mitigation Grant Proj 1,217.00 - - 4.00 1,221.00 19 - Knights Foundary Restore 2,964.00 - - 10.00 2,974.00 20 - FEMA 149,973.00 - 8,688.00 244.00 141,529.00
28 - Public Safety/AB109, Grant 20,168.00 - - 67.00 20,235.00 50 - COPS Fast Program 2,646.00 - - 9.00 2,655.00
57 - First Time Home Buyers Grant 187,100.00 - - - 187,100.00 30 - Trafffic Mitig - S. Crest Gopher Flat (77,710.00) - - - (77,710.00) 31 - Traffic Mitig - S.Hill/Mesa de Oro 79,329.00 527.00 - 266.00 80,122.00 32 - Traffic Mitig - Crestview (24,779.00) - - - (24,779.00) 33 - Traffic Mitig - Sutter Ione (38,262.00) - - - (38,262.00) 34 - Traffic Mitig - Highway 49 Bypass 60,666.00 - - 203.00 60,869.00 35 - Traffic Mitig - General 221,148.00 4,629.00 - 739.00 226,516.00 36 - Traffic Mitig - County Regional 18,527.00 3,878.00 - 33.00 22,438.00 37 - Parking In Lieu 65,278.00 - - 218.00 65,496.00
38 - Fire Mitigation 36,664.00 695.00 - 105.00 37,464.00 42 - AB1600 174,375.00 6,960.00 - 583.00 181,918.00
73 - Park Impact Fee 45,314.00 8,760.00 - 152.00 54,226.00 89 - Capital Improvement Projects (225,071.00) - 11,556.00 - (236,627.00) 48 - Covid-19 575,152.00 - - 1,923.00 577,075.00
81 - Visitor Center and Store (22,470.00) - 678.00 - (23,148.00) 87 - Refuse 3,354.00 - - 11.00 3,365.00
88 - City Council Discretionary 20,564.00 - - 69.00 20,633.00 92 - Pension & Ins Reserve 136,389.00 - - 456.00 136,845.00 93 - Vehicle Cap Reserve 17,183.00 - - 57.00 17,240.00
94 - Vacation Cash Out and Accruals 91,844.00 - - 122.00 91,966.00 Totals 5,799,286.00 374,388.00 163,693.00 (44,939.00) 5,965,042.00 2023-24
Cash Flow Report
for the Month of July 2023
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer ______________________________________________________________________________ TO: THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL MEETING DATE: AUGUST 21, 2023
FROM: JODI ARROYOS, ACCOUNT TECHNICIAN
SUBJECT: WARRANTS PAID ON AUGUST 7, 2023, AUGUST 9, 2023 AND

CURRENT WARRANTS TO BE PAID
RECOMMENDATION:

Attached you will find three warrant reports, the first were paid on August 7, 2023, the second was paid on August 9, 2023 and the third is a current list of warrants to be paid.

BUDGET IMPACT:

Amount paid on August 7, 2023 was $89,576.40
Amount paid on August 9, 2023 was $26,182.20
Current list of warrants to be paid is $544,021.77

Sutter Creek Projects as 8/15/2023:

City Projects
Housing Element Update
No Update
Citywide Initial Study/Negative Declaration
The IS/ND for the Zoning Ordinance Update and Circulation Element is currently being circulated. The Review period is August 4, 2023 to September 5, 2023. The Planning Commission provided an opportunity for the public to make comments at the 8/14 PC meeting.

The IS/ND will be going to the City Council on September 18, 2023.

Applicant Projects
DANCO
The project is being circulated to outside agencies for review and comments.

Broad Meadows Estate
The applicant has resubmitted the project. Staff has returned comments to the applicant. 175 Sutter Hill Road- Conditional Use Permit
Staff has received an application for a CUP to install a cell tower. The item was continued 190 Fogarty Rd- Conditional Use Permit
The applicant has requested a CUP to operate a day care out of the existing church building.

The item was approved at the 8/14/23 PC meeting.
12201 Eureka- Site Plan
Staff is working with the applicant on completing the required environmental review on the project. Once the appropriate steps have been determined, processing will continue.

Sutter Creek City CouncilAugust 21, 2023

Sutter Creek City Council
August 21, 2023