REGULAR CITY COUNCIL MEETING AGENDA
City Hall - Council Chambers
4381 Broadway St., Suite 201, American Canyon
November 7, 2023
6:30 PM
No"ce of Remote Par"cipa"on: For this mee"ng, Councilmember David Oro will par"cipate remotely from Hya- Regency Chicago, 151 East Wacker Drive, Chicago, IL 60616. An agenda will be posted, and the public is invited to attend.
Tonight's mee%ng is a limited public forum. American Canyon promotes respec/ul and responsible behavior among its mee%ng par%cipants, whether they are present in person or remotely. Using offensive language or remarks that promote, foster, or perpetuate discrimina%on based on race, creed, color, age, religion, gender marital status, status regarding public assistance, na%onal origin, physical or mental disability or sexual orienta%on/gender iden%fica%on, as well as any other category protected by federal, state or local laws will not be tolerated. In the case of an occurrence, the speaker will be immediately disconnected from the microphone.
City Council and other public meengs will be conducted in person at City Hall, 4381 Broadway, Suite 201, American Canyon, CA 94503. This meeng is also available via Zoom Teleconferencing as a convenience for public parcipaon.
This meeng will be broadcast live to residents on Napa Valley TV, on our website here and on YouTube here. Should technical issues with Zoom occur, please select another viewing option.
PUBLIC PARTICIPATION
Oral comments, during the meeting: Oral comments can be made in person during Open and Closed Session. A Zoom Webinar has been established for public comments made via zoom, during Open Session only. To give your public comment via zoom, connect via the below Zoom link and use the “raise your hand” tool, or call into the zoom mee"ng at 408-638-0968 and press *9 to “raise your hand” when the item is called. To avoid confusion, all hands raised outside of Public Comment periods will be lowered.
Written comments, via eComments: Please submit wri-en comments through the eComments link, located on the Meetings & Agendas page of our website here. Comments will be available to council members in real "me.
To allow for review of comments, eComments will close at 3:00 pm on the day of the mee"ng. All comments received will be posted online and become part of the meeting record.
Zoom Meeting Link: Click here.
Webinar ID: 883 0140 0554 Passcode: 123456
The above-iden"fied measures exceed all legal requirements for par"cipa"on in public comment, including those imposed by the Ralph M. Brown Act. For more informa"on, please call the Office of the City Clerk at (707) 647-4369 or email [email protected].
AGENDA MATERIALS: City Council agenda materials are published 72 hours prior to the mee"ng and are available to the public via the City’s website at www.cityofamericancanyon.org.
AMERICANS WITH DISABILITIES ACT: The City Council will provide materials in appropriate alterna"ve formats to comply with the Americans with Disabili"es Act. Please send a wri-en request to City Clerk at 4381 Mayor: Leon Garcia
Vice Mayor: Pierre Washington
Councilmembers: Mariam Aboudamous, Mark Joseph, David Oro CITY COUNCIL MEETING AGENDA NOVEMBER 7, 2023
1 Broadway, Suite 201, American Canyon, CA 94503 or by email to [email protected]. Include your name, address, phone number and brief descrip"on of the requested materials, as well as your preferred alternative format or auxiliary aid, at least three calendar days before the meeting. 5:30 P.M. – CLOSED SESSION
The Mayor will call the meeng to order and conduct role call. Council will immediately convene into Closed Session a-er hearing any public comment on Closed Session items. At 6:30 p.m. the Council will reconvene into Open Session and then resume Closed Session at the end of the meeting to address outstanding items, if necessary.
CALL TO ORDER - CLOSED SESSION
ROLL CALL - CLOSED SESSION
PUBLIC COMMENTS - CLOSED SESSION ITEMS
This me is reserved for members of the public to address the City Council on Closed Session Items only. Comments must be made in person and are limited to 3 minutes. Comments for items on the Open Session agenda will be taken when the item is called in Open Session. Comments for Items not on the Closed Session or Open Session agenda will be heard during the Open Session Public Comment period.
MEETING RECESS - COUNCIL TO CONVENE IN CLOSED SESSION
5:30 P.M. CLOSED SESSION ITEMS
1. Conference with Legal Counsel – An%cipated Li%ga%on. Authorized pursuant to Government Code Section 54956.9 (d)(2).
Two Matters.
2. Conference with Legal Counsel - Exis%ng Li%ga%on. Authorized pursuant to Government Code Section 54956.9(d)(1):
a. American Canyon I, LLC vs. Napa Unified School District(Napa Superior Court Case No. 22CV001145).
b. City of American Canyon v. City of Vallejo, et al. (Sacramento Superior Court Case No. 34-2022-00327471).
c. City of American Canyon v. Leon Dale Schmidt (Napa County Superior Court Cases No. 22CV001041 and 23PR00161).
d. Center for Biological Diversity v. City of American Canyon et al. (Napa County Superior Court Case No. 23CV000511).
e. Golden State Environmental Jus&ce Alliance v. City of American Canyon et al. (Napa Superior Court Case No. 23CV000510).
f. City of Vallejo v. City of American Canyon et al . (Napa County Superior Court Case No. 23CV000517).
6:30 P.M. OPEN SESSION - REGULAR MEETING
CALL TO ORDER - COUNCIL TO RECONVENE IN OPEN SESSION
PLEDGE OF ALLEGIANCE
CITY COUNCIL MEETING AGENDA NOVEMBER 7, 2023
2 ROLL CALL - OPEN SESSION
REPORT ON CLOSED SESSION/CONFIRMATION OF REPORTABLE ACTION
PROCLAMATIONS AND PRESENTATIONS
3. Proclamation - Acknowledging Diwali
4. Proclamation - Veteran's Day
PUBLIC COMMENTS - ITEMS NOT ON CLOSED SESSION OR OPEN SESSION AGENDA This me is reserved for members of the public to address the City Council on items that are not on the Closed Session or Open Session agenda and are within the subject ma5er jurisdicon of the City Council. Comments are limited to 3 minutes. Comments for items on the Open Session agenda will be taken when the item is called in Open Session.The City Council is prohibited by law from taking any acon on ma5ers discussed that are not on the agenda, and no adverse conclusions should be drawn if the City Council does not respond to public comment at this time.
AGENDA CHANGES
The Mayor and Council may change the order of the Agenda or request discussion of a Consent Item. A member of the Public may request discussion of a Consent Item by making that request during Public Comment.
CONSENT CALENDAR
5. Minutes of October 17, 2023
Recommendation: Approve the minutes of the Regular City Council mee"ng of October 17, 2023.
6. Report Upon Return from Closed Session
Recommendation: Approve the Report Upon Return from Closed Session for the Regular City Council Meeting of October 17, 2023.
7. Quarterly Investment Report for City and Fire District for Fiscal Year 2023-24 Quarter 1 Recommendation: Receive and file the City and Fire District’s Treasurer’s Report for the quarter ended September 30, 2023.
8. AB1600 Annual Report
Recommendation: Receive and file the Development Impact Fee Report for the Fiscal Year ended June 30, 2023.
9. Lance Soll and Lunghard LLP contract amendment
Recommendation: Adopt a Resolu"on of the City Council of the City of American Canyon approving Amendment 3 to Agreement 2022-A101 with Lance Soll and Lunghard LLP (Exhibit A) to increase the total contract amount by $60,000 to an amount not to exceed $219,900 and amend the Fiscal Year 2023/24 budget to account for the addi"onal contract cost during the current fiscal year.
10. Nova Wine Warehouse Public Water Main Improvements
CITY COUNCIL MEETING AGENDA NOVEMBER 7, 2023
3 Recommendation: Adopt a Resolu"on accep"ng the public water main improvements associated with the Nova Wine Warehouse Project.
11. 2024 City Conflict of Interest Code - Adding Environmental Services Manager Recommendation: Adopt a Resolu"on taking the following ac"ons in conjunc"on with the City's Conflict of Interest Code:Approving the 2024 Conflict of Interest Code as amended to add the "tle of Environmental Services Manager;authorizing future updates by Resolu"on; and authorizing the City Clerk to Complete and file the Amended 2024 Local Biennial Notice.
12. Minimum Wage Update to Part-time Temporary Staff Pay Rates Recommendation: Adopt a Resolu"on approving part-"me temporary staff pay rates, and updating the salary schedule and compensation plan for FY 2023/2024.
13. Annual Impact Fee Inflation Adjustment
Recommendation: Adopt a Resolu"on of the City Council of the City of American Canyon adop"ng the 2024 annual Infla"on-adjustment to the Traffic Impact Fee, Water Capacity Fee, Wastewater Capacity Fee, Parks and Recrea"on Fee, Civic Facili"es Fee, General Plan Update Fee, and Affordable Housing Nexus Fee.
14. CalRecycle Grant Application Authorization
Recommendation: Adopt a Resolu"on authorizing submi-al of grant applica"ons for all CalRecycle Grant and Payment Programs for which the City of American Canyon is eligible.
15. Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements Project Recommendation:
Adopt a Resolu"on of the City Council of the City of American Canyon for par"al acceptance of the public improvements associated with the Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements Project.
PUBLIC HEARINGS
16. Paoli/Watson Lane Annexation Project
Recommendation: Consider three City Council actions:
(1) A Resolu"on of the City Council of the City of American Canyon (i) Cer"fying the Paoli/Watson Lane Annexa"on Project Final Environmental Impact Report (SCH #2022090097), (ii) Adop"ng CEQA Findings of Fact, and (III) Adop"ng a Mi"ga"on Monitoring and Repor"ng Program; approximately 83 acres located within the City of American Canyon Sphere of Influence in unincorporated Napa County and approximately 3- acres in the City of American Canyon east of SR-29.
(2) A Resolu"on of the City Council of the City of American Canyon approving a General Plan Amendment for the Paoli/Watson Lane Annexa"on Project for land currently designated Agriculture to Industrial and Residen"al Estate, approximately 83 acres located within the City of American Canyon Sphere of Influence in unincorporated Napa County.
CITY COUNCIL MEETING AGENDA NOVEMBER 7, 2023
4 (3) Waive first reading, read by "tle only, and adopt an Ordinance by the City Council of the City of American Canyon approving Pre-Zoning from Agriculture to Paoli Light Industrial, Paoli Commercial Overlay District, Residen"al Estate, and Railroad Right-of-Way for the Paoli/Watson Lane Annexa"on Project, approximately 83 acres, located within the City of American Canyon Sphere of Influence in unincorporated Napa County east of State Route (SR-29) and Paoli Loop Road; and an approximately 3-acre Rezoning within the City of American Canyon between SR-29 and Paoli Loop Road from Light Industrial to Paoli Light Industrial with a Paoli Commercial Overlay District; and the addi"on of American Canyon Municipal Code Sec"on 19.10.050(F) Special Development Requirements for the Residen"al Estate Zoning District on Watson Land and Paoli Loop Road.
BUSINESS
17. Little League Lease Agreement
Recommendation: Adopt a Resolu"on authorizing the City Manager to enter into a Lease Agreement with American Canyon Li-le League for the Li-le League Complex at 280 Napa Junction Road and amending the FY2023/24 Budget.
MANAGEMENT AND STAFF ORAL REPORTS
MAYOR/COUNCIL COMMENTS, COMMITTEE REPORTS, AND FUTURE AGENDA ITEMS The Mayor and Council may comment on ma5ers of public concern and announce ma5ers of public interest; no collective council action will be taken.
18. Council Committee Report - Councilmember Mark Joseph
19. Council Committee Report - Councilmember David Oro
ADJOURNMENT
CERTIFICATION
I, Taresa Geilfuss, CMC, City Clerk for the City of American Canyon, do hereby declare that the foregoing agenda of the City Council was posted in compliance with the Brown Act prior to the meeting date. ______________________________________
Taresa Geilfuss, CMC, City Clerk
CITY COUNCIL MEETING AGENDA NOVEMBER 7, 2023
5 CITY OF AMERICAN CANYON
PROCLAMATION
Acknowledging Diwali – November 12, 2023
Whereas, Diwali, also known as Deepavali, is one of the most significant festivals celebrated by millions of people around the world, symbolizing the victory of light over darkness, good over evil, and knowledge over ignorance; and
Whereas, Diwali is a time of great joy and festivity, marked by the lighting of lamps, candles, and fireworks, signifying the triumph of light and the dispelling of darkness from our lives; and Whereas, Diwali is a time for families and communities to come together, exchange gifts, share delicious meals, and engage in cultural and religious ceremonies that strengthen bonds, foster understanding, and celebrate the rich traditions of the Indian and South Asian communities within our city; and Whereas, Diwali encourages reflection on our shared values of compassion, tolerance, and respect for all individuals, regardless of their background or beliefs, promoting a sense of unity, inclusivity, and harmony within our diverse city; and
Whereas, the City of American Canyon recognizes the importance of celebrating and respecting the cultural and religious diversity that enriches our community and contributes to our city's vibrant and inclusive character; and
Whereas, the City of American Canyon wishes to acknowledge and honor the contributions of our Indian and South Asian residents, who play a vital role in the cultural, social, and economic life of our city; and Now, Therefore, I, Mayor Leon Garcia, along with the members of the City Council, do hereby acknowledge Diwali on November 12, 2023, and we encourage all residents to join in the celebration of this important festival. We extend our warmest wishes to all those celebrating Diwali, and we too celebrate the principles of light, love, and community that Diwali represents.
Dated:
__________________________
Leon Garcia, Mayor
6 CITY OF AMERICAN CANYON
PROCLAMATION
Veteran’s Day, 2023
WHEREAS, the City of American Canyon recognizes the significant and lasting contributions made by our veterans, who have dedicated their lives to the service of our great nation; and WHEREAS, Veteran's Day is a day to pay tribute to all American veterans, living or deceased, who have served honorably during war or peacetime, and it is a day to show our gratitude for their bravery, dedication, and sacrifice; and
WHEREAS, the men and women who have donned the uniform of the United States Armed Forces have defended our freedoms, protected our security, and preserved the values and principles upon which our nation was founded; and
WHEREAS, their selfless commitment and sacrifice have safeguarded our democracy and allowed the United States to remain a beacon of liberty and opportunity for people around the world; and WHEREAS, American Canyon is home to many veterans and their families, and we are committed to honoring, supporting, and thanking them for their service; and
WHEREAS, our community is deeply grateful for the sacrifices made by our veterans and their families, and we will continue to work tirelessly to ensure that they receive the care, support, and respect they deserve.
NOW, THEREFORE, I, Mayor Leon Garcia, along with City Council, do hereby proclaim November 11, 2023, as Veteran's Day and call upon all residents to observe this day with appropriate ceremonies, activities, and expressions of gratitude to our veterans for their service.
BE IT FURTHER RESOLVED that we express our enduring gratitude to all veterans and their families for their service, and we pledge to uphold the principles and values they have defended, ensuring that the sacrifices made by our veterans are never forgotten.
Dated:
__________________________
Leon Garcia, Mayor
7 CITY OF AMERICAN CANYON
REGULAR CITY COUNCIL MEETING
ACTION MINUTES
October 17, 2023
AMENDED AGENDA
5:30 P.M. – CLOSED SESSION
CALL TO ORDER - CLOSED SESSION
The City Council meeting was called to order at 5:34 p.m.
ROLL CALL - CLOSED SESSION
Present: Councilmember Mark Joseph, Councilmember David Oro, Vice Mayor Pierre Washington, Mayor Leon Garcia
Absent: None
Excused: Councilmember Mariam Aboudamous
PUBLIC COMMENTS - CLOSED SESSION ITEMS
Mayor Garcia called for public comments for Closed Session items. Written comments:
none. Oral comments: none. The public comment period was closed.
MEETING RECESS - COUNCIL TO CONVENE IN CLOSED SESSION
City Council convened in Closed Session.
5:30 P.M. CLOSED SESSION ITEMS
1. Conference with Legal Counsel – Anticipated Litigation. Authorized pursuant to Government Code Section 54956.9 (d)(2). One Matter.
2. Conference with Legal Counsel - Existing Litigation. Authorized pursuant to Government Code Section 54956.9(d)(1):
a. American Canyon I, LLC vs. Napa Unified School District (Napa Superior Court Case No. 22CV001145).
b. City of American Canyon v. City of Vallejo, et al. (Sacramento Superior Court Case No. 34-2022-00327471).
c. City of American Canyon v. Leon Dale Schmidt (Napa County Superior Court Cases No. 22CV001041 and 23PR00161).
8 d. Center for Biological Diversity v. City of American Canyon et al. (Napa County Superior Court Case No. 23CV000511).
e. Golden State Environmental Justice Alliance v. City of American Canyon et al. (Napa Superior Court Case No. 23CV000510).
f. City of Vallejo v. City of American Canyon et al. (Napa County Superior Court Case No. 23CV000517).
6:30 P.M. OPEN SESSION - REGULAR MEETING
CALL TO ORDER - COUNCIL TO RECONVENE IN OPEN SESSION
Council reconvened into Open Session at 6:34 p.m.
PLEDGE OF ALLEGIANCE
The Pledge of allegiance was recited.
ROLL CALL - OPEN SESSION
Present: Councilmember Mark Joseph, Councilmember Mariam Aboudamous, Councilmember David Oro, Vice Mayor Pierre Washington, Mayor Leon Garcia
Absent: None
Excused: None
REPORT ON CLOSED SESSION/CONFIRMATION OF REPORTABLE ACTION A report on Closed Session and confirmation of reportable action was given by City Attorney William Ross.
PROCLAMATIONS AND PRESENTATIONS
3. Proclamation - Domestic Violence Awareness Month
Mayor Garcia announced the proclamation. It was received by Tracy Lamb, Executive Director of NEWS.
PUBLIC COMMENTS - ITEMS NOT ON CLOSED SESSION OR OPEN SESSION AGENDA Mayor Garcia called for public comments. Written comments: none. Oral comments: Beth Marcus was called to speak; Justin Hamilton Hole was called to speak. The public comments period was closed.
AGENDA CHANGES
There were no changes to the agenda.
9 CONSENT CALENDAR
Action: Motion to adopt made by Councilmember David Oro, seconded by Councilmember Mark Joseph, and CARRIED by roll call vote.
Ayes: Councilmember Mark Joseph, Councilmember Mariam Aboudamous, Councilmember David Oro, Vice Mayor Pierre Washington, Mayor Leon Garcia Nays: None
Abstain: None
Absent: None
Excused: None
4. Minutes of October 3, 2023
Action: Approved the minutes of the Regular City Council meeting of October 3, 2023.
5. Via Bellagio Playground Surface Project (PR23-0800)
Action: Adopted Resolution 2023-77 amending the Fiscal Year 2023/24 Project Budget from $150,000.00 to $165,000,00; authorizing The City Manager to award a Construction Agreement (Agreement 2023-A169) with Miracle Playsystems, Inc. for an amount not to exceed $148,544.57; and authorizing the Public Works Director to approve and execute Contract Change Orders in an aggregated amount not to exceed the Project Budget in conjunction with the Via Bellagio Playground Surface Project (PR23-0800).
6. Ordinance Increasing the Monthly Salary of City Council Members Action: Waived second reading, read by title only, and adopted Ordinance 2023-10 of the City Council of the City of American Canyon to increase the Monthly Salary of the members of City Council.
PUBLIC HEARINGS
There were no public hearing items.
BUSINESS
7. 2023 4th of July Celebration Re-cap
Council received a staff report from Parks & Recreation Director Alexandra Ikeda with Chase Webster from Placer.ai. Mayor Garcia called for public comments. Written comments: none. Oral comments: Fran Lemos was called to speak; Beth Marcus was called to speak; Justin Hamilton Hole was called to speak; Karen Fritz was called to speak. The public comments period was closed. 10 MANAGEMENT AND STAFF ORAL REPORTS
8. Maintenance and Utilities Department, Environmental Services Quarterly Update Council received a presentation from Environmental Services Manager Pam Phillips. Mayor Garcia called for public comments. Written comments: none. Oral comments: Justin Hamilton Hole was called to speak; Karen Fritz was called to speak; Fran Lemos was called to speak. The public comments period was closed.
Council received oral updates from Parks & Recreation Director Alexandra Ikeda and Public Works Director Erica Ahman Smithies.
MAYOR/COUNCIL COMMENTS, COMMITTEE REPORTS, AND FUTURE AGENDA ITEMS
The mayor and council members provided oral reports and announced items of community interest.
9. Future Agenda Items of Note:
November 7, 2023, Regular City Council Meeting. 6:30 p.m.
Veterans Day Proclamation
Minimum Wage Increase
Paoli/Watson Annexation
Human Resources Annual Update
American Canyon Little League
November 21, 2023, Regular City Council Meeting. 6:30 p.m.
MEETING CANCELLED
December 5, 2023, Regular City Council Meeting. 6:30 p.m. 2024 Council and Commission Meeting Calendar
Public Works Quarterly Update
Wastewater Enterprise Quarterly Update
Recology Franchise Agreement
December 19, 2023, Regular City Council Meeting. 6:30 p.m.
Local Appointment List - Maddy Act Compliance
Selection of Vice Mayor and 2024 City Council Committee Assignments Water Enterprise Quarterly Presentation
11 Action: Motion to add the circulation element to a future agenda made by Councilmember Mark Joseph, seconded by Councilmember David Oro, and CARRIED by roll call vote.
Ayes: Councilmember Mark Joseph, Councilmember Mariam Aboudamous, Councilmember David Oro, Vice Mayor Pierre Washington, Mayor Leon Garcia Nays: None
Abstain: None
Absent: None
Excused: None
ADJOURNMENT
The meeting was adjourned at 8:58 p.m.
Respectfully Submitted,
_____________________________________
Taresa Geilfuss, City Clerk
12 13
William D. Ross
David P. Schwarz
Kypros G. Hostetter
Christina M. Bellardo
Law Offices of
William D. Ross
400 Lambert Avenue
Palo Alto, California 94306
Telephone: (650) 843-8080
www.lawross.com
Los Angeles Office:
11420 Santa Monica Blvd
#25532
Los Angeles, CA 90025
File No: 199/6
October 19, 2023
VIA E-MAIL
The Honorable Leon Garcia, Mayor
and Members of the City Council
City of American Canyon
4381 Broadway, Suite 201
American Canyon, CA 94503
Re: Report Upon Return from Closed Session; Regular City Council Closed Session Meeting of the American Canyon City Council of October 17, 2023 Dear Mayor Garcia and Members of the City Council:
This communication sets forth reportable action, if any, of the City Council (“Council”) of the City of American Canyon (“City”), consistent with provisions of the Ralph M. Brown Opening Meeting Act (Government Code Section 54950, et seq.) resulting from the Closed Session of the Regular City Council Closed Session Meeting of October 17, 2023, consistent with Government Code Section 54957.1.
Mayor Leon Garcia called the meeting to order in Open Session at 5:34 p.m. With the exception of Councilmember Miriam Aboudamous, all other Council Members were present.
After ascertaining that there were no public comments on Closed Session matters, the Council then adjourned to Closed Session at 5:34 p.m.
There were two matters agendized for City Closed Session consideration:
1. Conference with Legal Counsel – Anticipated Litigation Authorized Pursuant to Government Code Section 54956.9(d)(2) One Matter.
2. Conference with Legal Counsel – Existing Litigation pursuant to Government Code Section 54956.9(d)(1):
a. American Canyon I, LLC v. Napa Valley Unified School District (Napa County Superior Court Case No.
22CV001145);
14 The Honorable Leon Garcia, Mayor
and Members of the City Council
October 19, 2023
b. City of American Canyon v. City of Vallejo, et al.
(Sacramento Superior Court Case No. 34-2022-00327471);
c. City of American Canyon v. Leon Dale Schmidt, (Napa
County Superior Court Case No. 22CV001041);
d. Center for Biological Diversity v. City of American Canyon et al. (Napa County Superior Court Case No. 23CV000511); e. Golden State Environmental Justice Alliance v. City of American Canyon et al. (Napa County Superior Court Case No. 23CV000510); and,
f. City of Vallejo v. City of American Canyon et al. (Napa County Superior Court Case No. 23CV000517).
With respect to Closed Session Agenda Item No. 1., after the arrival of Councilmember Aboudamous at 5:38pm, there was no reportable action by your Council under the common law attorney-client privilege and that provided by Government Code Section 54956.9(d)(2).
With respect to Closed Session Agenda Item No. 2.a. (American Canyon I, LLC v. Napa Valley Unified School District (Napa County Superior Court Case No 22CV001145)), there was reportable action that on October 18th, 2023 there was an Order to Show Cause Hearing before the Napa Superior Court to show why the Cross Complaint of the Napa Valley Unified School District against the City of American Canyon should not be dismissed.
At the Hearing the Court indicated that it took the matter off the calendar as the Court had ordered the matter dismissed, but that the Order had not yet been posted by the Court Clerk. Except as indicated, there was no other reportable action.
With respect to Closed Session Agenda Item No. 2.b. (City of American Canyon v. City of Vallejo, et al. (Sacramento Superior Court Case No. 34-2022-00327471)), there was no reportable action under the common law attorney-client privilege and that provided by Government Code Section 54956.9(d)(1).
With respect to Closed Session Agenda Item No. 2.c. (City of American Canyon v. Leon Dale Schmidt, (Napa County Superior Court Case No. 22CV001041)), there was reportable action in the form of indicating prospective actions of the Public Guardian, both with respect to the medical examination of the property owner and cleanup efforts of the property. Except as indicated, there was no other reportable action under the common law attorney-client privilege and that provided by Government Code Section 54956.9(d)(1). 15 The Honorable Leon Garcia, Mayor
and Members of the City Council
October 19, 2023
With respect to Closed Session Agenda Item No. 2.d. (Center for Biological Diversity v.
City of American Canyon et al. (Napa County Superior Court Case No. 23CV000511)), 2.e. (Golden State Environmental Justice Alliance v. City of American Canyon et al. (Napa County Superior Court Case No. 23CV000510)) and 2.f. (City of Vallejo v. City of American Canyon et al. (Napa County Superior Court Case No. 23CV000517)), consolidated in Sacramento Superior Court Case No. 23WM000055, and collectively referred to as the Golden State matter, there was no reportable action under the common law attorney-client privilege and that provided by Government Code Section 54956.9(d)(1).
Your Council concluded the Closed Session at 6:25 p.m.
In Open Session, it was indicated that a written report upon return from Closed Session consistent with Government Code Section 54957.1, would be prepared concerning the matters agendized for Closed Session.
This communication should be reviewed under the Consent portion of the Agenda of your next Regular or Special City Council Meeting.
Should you have questions concerning this Report, it may be taken off the Consent calendar when agendized in the future, or our office may be contacted in the interim.
Very truly yours,
William D. Ross
City Attorney
WDR:jf
cc: Jason B. Holley, City Manager
Maria Ojeda, Assistant City Manager
Taresa Geilfuss, City Clerk
Cherri Walton, Deputy City Clerk
16 CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 7.
TITLE
Quarterly Investment Report for City and Fire District for Fiscal Year 2023-24 Quarter 1
RECOMMENDATION
Receive and file the City and Fire District’s Treasurer’s Report for the quarter ended September 30, 2023.
CONTACT
Juan Gomez, Finance Director
BACKGROUND & ANALYSIS
The City’s Investment Policy requires; the Treasurer to submit a quarterly investment report to the City Council. The report (A9achment 1) for the quarter ended September 30, 2023, includes investment transac;ons for both the City and Fire District. The report shows the City’s cash and investment book balance, including debt reserves and unspent proceeds, was $75,508,927. The Fire District’s book balance was $4,628,184.
The City’s diversified porDolio includes $35.0 million invested in the California State Treasurer’s Office Local Agency Investment Fund (LAIF), $10.0 million invested in the California Asset Management Program and $24.23 million managed by Chandler Asset Management. The funds managed by Chandler are invested in U.S. Treasury Notes, Federal Agency Securities, Asset Backed Securities, U.S. Corporate Notes, Supranational Securities, and FDIC insured Corporate Notes. The lower market value to book value is due to the rising interest rate environment. That is an unrealized number, since the City normally holds investments to maturity. The increasing rate environment also offers an opportunity to invest to achieve higher returns.
The Fire District maintains cash and investment accounts separately from the City. The book value of the District’s total porDolio is $4.63 million. All cash not needed to meet the current opera;onal requirements of the Fire District is invested with Local Agency Investment Fund (LAIF).
17 COUNCIL PRIORITY PROGRAMS AND PROJECTS
Organizational Effectiveness: "Deliver exemplary government services."
FISCAL IMPACT
The recommended action will have no impact on the city’s budget.
ENVIRONMENTAL REVIEW
Not Applicable
ATTACHMENTS:
Investment Report September 30, 2023
18 Investment Report
For the Quarter Ended
September 30, 2023
ATTACHMENT 1
City of American Canyon
Operating and Capital Funds Book Value Market Value Book Yield (1) % of Portfolio Cash ‐ Petty 2,300 $ $ 2,300 0.00% Cash ‐ Westamerica Bank 2,030,015 2,030,015 0.30% 2.85% Local Agency Investment Fund 35,006,188 34,349,957 3.59% 49.09% California Asset Management Program 10,045,600 10,045,600 5.55% 14.09% Asset Backed Securities 2,397,100 2,348,580 3.07% 3.36% Federal Agency Securities 4,244,666 4,027,484 1.94% 5.95% Collaterial Mortgage Obligations 605,045 580,996 3.66% 0.85% Corporate Notes 6,161,461 5,789,729 2.67% 8.64% Money Market Fund 100,135 100,135 4.94% 0.14% Supranational 934,437 880,026 1.11% 1.31% U.S. Treasury Notes 9,787,600 9,228,913 2.39% 13.72% TOTAL OPERATING CASH 71,314,546 69,383,734 3.38% 100.00% Debt Reserves and Proceeds
Debt Service Reserves
602 ‐ American Canyon Road 351,048 351,048 603 ‐ CFD 3,205,798 3,205,798
Capital Reserve
601 ‐ 2004 Reassessment 334,481 334,481 360 ‐ AmCyn Road East 303,054 303,054 TOTAL DEBT & CAPITAL RESERVES 4,194,381 4,194,381 TOTAL CASH AND INVESTMENTS ‐ CITY $ 75,508,927 $ 73,578,115 (1) The weighted average yield as operating and capital funds for the month ended 9/30/2023 was 3.38%. 19 Investment Report
For the Quarter Ended
September 30, 2023
ATTACHMENT 1
American Canyon Fire Protection District
Description Book Value Market Value Book Yield (2) % of Portfolio Cash ‐ Westamerica Bank $ 724,648 724,648 0.30% 15.66% Local Agency Investment Fund 3,903,536 3,830,360 3.59% 84.34% TOTAL CASH AND INVESTMENTS ‐ FIRE DISTRICT $ 4,628,184 $ 4,555,008 3.07% 100.00% (2) The weighted average yield for the month ended 9/30/2023 was 3.07%.
The investments, as shown above, are in conformance with the Investment Policy or bond agreements There are sufficient funds to meet the City's budgeted financial obligations for the next six months.
Respectfully submitted,
Juan Gomez
Finance Director/Treasurer
20 CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 8.
TITLE
AB1600 Annual Report
RECOMMENDATION
Receive and file the Development Impact Fee Report for the Fiscal Year ended June 30, 2023.
CONTACT
Juan Gomez, Finance Director
Erica Ahmann Smithies, P.E., Public Works Director/City Engineer
BACKGROUND & ANALYSIS
The City Council of American Canyon has established and adopted various Development Impact Fees to finance necessary infrastructure improvements associated with new development. The City maintains collected Development Impact Fees in separate funds, namely: Fund 275 (General Plan Update Fee), Fund 310 (Parks Impact Fees), Fund 320 (Traffic Impact Fees), Fund 330 (Civic Facili=es Impact Fees), Fund 340 (Affordable Housing In-Lieu Fees), Fund 370 (Zero Water Footprint), Fund 520 (Water Capacity Fees), and Fund 550 (Wastewater Capacity Fees).
Government Code Sec=on 66006, commonly referred to as AB1600, requires municipali=es that have imposed impact fees to annually account for the fees and make the report available to the public. The report must include the beginning and ending balances of the fiscal year, interest income, expenditures, and refunds pursuant to Government Code Section 66001(f).
Government Code Sec=on 66006(d) also provides that every five years, the local agency shall make findings with respect to any por=on of the fee remaining unexpended, whether commiEed or uncommiEed. The report must include the purpose and brief descrip=on of the type of fee in the account or fund, the rela=onship between the fee and the purpose for which it is charged, all sources and amounts of funding an=cipated to complete financing in incomplete improvements and designate approximate dates on which the funding is expected.
See AEachment 1 for the Development Impact Fees No=ce and Exhibit A for the associated AB1600 FY 2022-2023 Annual Impact Fee Report.
In addi=on to the Annual Report, Director Smithies will provide a presenta=on highligh=ng FY 2023- 21 2024 capital projects that are funded with Development Impact Fees.
COUNCIL PRIORITY PROGRAMS AND PROJECTS
Infrastructure: "Develop and maintain infrastructure resources to support sustainable growth."
FISCAL IMPACT
None.
ENVIRONMENTAL REVIEW
Not applicable.
ATTACHMENTS:
1. Development Impact Fees Notice
Exhibit A Impact Fee Analysis as of 06-30-2023
22 707.647.4360 4381 Broadway Street, Suite 201 American Canyon, CA 94503 www.cityofamericancanyon.org
CITY OF AMERICAN CANYON
NOTICE OF AVAILABILITY OF INFORMATION
Information Related to Development Impact Fees (AB1600) Issue Date: October 6, 2023
Notice is hereby given that as of the date noted above, the City of American Canyon has made available to the public a draft Development Impact Fee Report for the Fiscal Year Ended June 30, 2023 in compliance with the reporting requirements of California Government Code Section 66006, including Section 66006(b)(2).
The final report will be considered by the City Council at a regularly-scheduled City Council meeting on November 7, 2023, beginning at 6:30 p.m. or soon thereafter in the American Canyon City Council Chambers, 4381 Broadway, Suite 201, American Canyon, CA 94503.
Click HERE to view the proposed Report on Development Impact Fees. It is also available to be examined for no charge in person at the City of American Canyon City Clerk’s Office during normal business hours between 8:30 a.m. and 5:00 p.m., Monday through Friday, except for holidays.
Interested citizens are invited to attend and participate in the meeting and present written and/or oral testimony concerning the Development Impact Fee Report. If you are unable to attend the meeting, you may provide written comments once the meeting agenda is posted by clicking HERE, finding the agenda for November 7, 2023 and selecting the eComments link to the right of the agenda link.
Any questions concerning the report may be directed to the Finance Director Juan Gomez at [email protected]. Legal challenges to these proceedings may be limited to only the issues you or someone else raised at the City Council meeting or submitted in writing to the City prior to the hearing.
________________________
Juan Gomez
Finance Director
23 AB1600
Annual Compliance
Development Impact Fee Report
Fiscal Year 2022-2023
as of 6/30/2023
24 Land Use Unit
General Plan
Update Fee
Residential Per DU $103.04
Accessory Dwelling Unit Per DU $28.50
Commercial, Office, Industrial Per Sqft $0.013
Audited Beginning Fund Balance July 1, 2022 $ 103,070
Budget Actual
Revenues:
General Plan Update Fee $ 39,444 $ 4,495
Interest Earnings 449 357
Total Revenues and Other Sources $ 39,893 $ 4,852
Expenditures:
Miscellaneous Contractual Services-GP Update $ 195,865 $ 270,137 Total Expenditures $ 195,865 $ 270,137
Unaudited Fund Balance at 6/30/2023 $ (52,902) $ (162,214) Budget Expenses
FY 2022-23 Capital Projects:
CD Update Project CD19-0100 $ 195,865 $ 270,137
Total CIP Expenditures 195,865 $ 270,137
Capital Projects Budgeted in FY 2023-24:
CD Update Project CD19-0100 679,074
Total CIP Budget $ 679,074
Fiscal Year 2022-2023 Activity
CAPITAL PROJECTS
Use of Fees:
CITY OF AMERICAN CANYON
General Plan Update Fee Analysis
as of 6/30/2023
The General Plan Update Fees are collected to update the general plan to meet the demand of new development.
GENERAL PLAN UPDATE FEE AMOUNT
GENERAL PLAN UPDATE FEE ACTIVITY
25 Fee per
Dwelling Unit
Parkland Acquisition $2,483.39
Parkland Development $2,823.73
Community Gym $972.55
Aquatic Center/Pool $329.33
Aquatic Center/Slide $69.18
Total Per Dwelling Unit $6,678.18
Total Per ADU $1,830.28
Audited Beginning Fund Balance July 1, 2022 $ 1,681,806 Budget Actual
Revenues:
Park Development Fee $ 2,258,159 $ 1,731
Interest Earnings 2,948 38,826
$ 2,261,107 $ 40,558
Expenditures:
Transfers Out to Gen Govtl CIP Fund $ 1,103,080 $ 28,236 Miscellaneous Contractual Services-GP Update $ 134,783 $ - Total Expenditures $ 1,237,863 $ 28,236
Unaudited Fund Balance at 6/30/2023 $ 2,705,050 $ 1,694,128 Fiscal Year 2022-2023 Activity
CITY OF AMERICAN CANYON
Parks Impact Fee Fund Analysis
as of 6/30/2023
Park Impact Fees are collected to provide revenue for purchase and development of additional parks and recreational opportunities due to the additional impact of new residences
PARKS IMPACT FEE CAPITAL PROJECT ACTIVITY
PARKS IMPACT FEE AMOUNT
26 CITY OF AMERICAN CANYON
Parks Impact Fee Fund Analysis
as of 6/30/2023
Budget Expenses
FY 2022-23 Capital Projects:
Skate Park Relocation PR22-0100 $ 380,000 $ 15,000
Newell Open Space PR13-0200 206,100 13,236
Total CIP Expenditures $ 586,100 $ 28,236
Capital Projects Budgeted in FY 2023-24:
CD Update Project CD19-0100 0
Newell Open Space PR13-0200 195,467
Playground Replacement Project PR21-0100 476,980
Skate Park Relocation PR22-0100 693,000
Melvin Park Improvements PR23-0100 270,000
Melvin Tennis Court Improvements PR23-0200 130,000
Total CIP Budget $ 1,765,447
CAPITAL PROJECTS
Use of Fees:
27 Land Use Traffic Impact Fee
All $711.00 Per Net New Daily Trip
ADU $1,234.33 Per ADU
Audited Beginning Fund Balance July 1, 2022 $ 3,477,151 Budget Actual
Revenues:
Traffic Impact Fees $ 1,385,514 $ 949,048
Interest Earnings 34,879 48,224
Total Revenues and Other Sources $ 1,420,393 $ 997,272
Expenditures:
Transfers Out to Gen Govtl CIP Fund 342,208 9,825
Miscellaneous Contractual Services 50,218 200,784
General Plan Update (CD19-0100) 200,784
Total Expenditures $ 392,426 $ 210,609
Unaudited Fund Balance at 6/30/2023 $ 4,505,118 $ 4,263,814 Unaudited Fund Balance:
Fund Balance - Unassigned/Undesignated $ 3,867,396
Designated for SR29 South Corridor 291,418
Designated for SR29 Green Island Road 70,000
Designated for Pedestrian Safety South Side of AC Rd VVR 35,000 Unaudited Fund Balance at 6/30/2023 $ 4,263,814
CITY OF AMERICAN CANYON
Traffic Impact Fee Fund Analysis
as of 6/30/2023
Traffic Impact Fee Fund are collected to reduce the impact of additional traffic related to new development
TRAFFIC IMPACT FEE CAPITAL PROJECT ACTIVITY
TRAFFIC IMPACT FEE AMOUNT
Fiscal Year 2022-2023 Activity
28 CITY OF AMERICAN CANYON
Traffic Impact Fee Fund Analysis
as of 6/30/2023
Budget Expenses
FY 2022-23 Capital Projects:
CD Update Project CD19-0100 $ - $ 200,784
Devlin Road Extension Segment H TR14-0100 270,233 26,716 GI Rd Reconstruction & Widening TR16-0700 71,975 (16,891) Total CIP Expenditures $ 342,208 $ 210,609
Capital Projects Budgeted in FY 2023-24:
GI Rd Reconstruction & Widening TR16-0700 25,551
GI Rd Rule 20A/B Utility Undergrounding TR16-0703 72,000 Total CIP Budget $ 97,551
Designated Fund Balances: Amount
$ 291,418
$ 70,000
$ 35,000
SR 29 South Corridor
SR29 Green Island Road - to be spent at Green Island and SR29 Intersection. This amount could be used on TR16-0700 (Green Island Widening) if project includes improvements to Green Island Road and SR29 Intersection.
VVR Pedestrian Safety - South Side of American Canyon Road
CAPITAL PROJECTS
Below are fees received that are specifically designated:
Use of Fees:
29 Civic Facilities
Per Residential
Unit
Per Accessory
Dwelling Unit
Per
Commercial
Square Ft
Per Office Sqare
Ft
Per Industrial
Square Ft
City Hall Expansion $ 322.49 $ 88.57 $ 0.17 $ 0.33 $ 0.12 Police Station 97.66 26.75 0.04 0.10 0.05
Aquatic Center Offices 299.36 82.20 0.04 0.07 0.01
Constuction - City Library 1,130.54 310.14 0.17 0.27 0.10 Corp Yard Expansion and offsite Improvements 88.66 25.04 0.01 0.05 0.01 Subtotal - Civic Facilities $ 1,938.71 $ 532.70 $ 0.43 $ 0.82 $ 0.29 Audited Beginning Fund Balance July 1, 2022 $ 1,375,672 Fiscal Year 2022-2023 Activity Budget Actual
Revenues:
Civic Facilities Impact Fee $ 674,112 $ 108,747
Interest Earnings 3,047 23,697
Total Revenues and Other Sources $ 677,159 $ 132,444
Expenditures:
Transfer to Capital Projects $ 210,000 $ -
Total Expenditures $ 210,000 $ -
Unaudited Fund Balance at 6/30/2023 $ 1,842,831 $ 1,508,116 Unaudited Fund Balance:
Fund Balance - Unassigned/Undesignated $ 1,008,116
Designated for CF East of SR29 Loc TBD 500,000
Unaudited Fund Balance at 6/30/2023 $ 1,508,116
Capital Projects Budgeted in FY 2023-24:
Total CIP Budget $ -
CITY OF AMERICAN CANYON
Civic Facilities Impact Fee Fund Analysis
as of 6/30/2023
Civic Facility Impact Fee are collected to provide additional space for City departments due to the impact of additional businesses and residents.
CIVIC IMPACT FEE CAPITAL PROJECT ACTIVITY
Use of Fees:
CIVIC FACILITY IMPACT FEE AMOUNT
CAPITAL PROJECTS
30 Type of Use Per Gross Sqft
Residential, Single Family, Townhouse $3.43
Residential, Single Family, Apartment $3.98
Office $0.87
Hotel $0.87
Retail $0.87
Warehouse $0.57
Industrial $0.57
All Other Non-residential $0.87
Audited Beginning Fund Balance July 1, 2022 $ 242,589
Fiscal Year 2022-2023 Activity Budget Actual
Revenues:
Affordable Housing Nexus Fee $ 1,527,424 $ 217,698
Affordable Housing Monitoring Fees - 1,188
Interest Earnings 253 5,221
Miscellaneous Revenue - MidPen Surplus Cash Dist 3,871
Total Revenues and Other Sources $ 1,527,677 $ 227,978
Expenditures:
Transfers Out to Gen Govtl CIP Fund 100,000 70,492
Total Expenditures $ 100,000 $ 70,492
Unaudited Fund Balance at 6/30/2023 $ 1,670,266 $ 400,075
CITY OF AMERICAN CANYON
Affordable Housing Fee Fund Analysis
as of 6/30/2023
AFFORDABLE HOUSING IN LIEU FEE CAPITAL PROJECT ACTIVITY The City accounts for fees collected from developers in lieu of providing affordable housing in an Affordable Housing Fund. Amounts collected are used for certain housing related expenses to maintain affordable housing in the community. Assistance is provided to low income and very low income residents for a variety of services including landlord tenant issues, section 8 housing voucher program, farm worker housing contribution, maintenance of qualifying city owned housing and administration of the City's rent stabilization ordinance.
AFFORDABLE HOUSING NEXUS FEE AMOUNT
31 CITY OF AMERICAN CANYON
Affordable Housing Fee Fund Analysis
as of 6/30/2023
Budget Expenses
FY 2022-23 Capital Projects:
189 Theresa Demolition CF23-0200 $ 100,000 $ 70,492
Total CIP Expenditures $ 100,000 $ 70,492
Capital Projects Budgeted in FY 2023-24:
Total CIP Budget $ -
CAPITAL PROJECTS
Use of Fees:
32 Audited Beginning Fund Balance July 1, 2022 $ 477,964 Budget Actual
Revenues: 236,815 85,795
Interest Earnings 764 12,477
Total Revenues and Other Sources $ 764 $ 98,272
Expenditures:
Professional Services $ - $ -
Transfers Capital Projects Fund - -
Total Expenditures $ - $ -
Unaudited Fund Balance at 6/30/2023 $ 478,728 $ 576,236 Capital Projects Budgeted in FY 2023-24:
Recycled Water Expansion Project RW17-0100 $ 663,500
Total CIP Budget $ 663,500
Fiscal Year 2022-2023 Activity
CAPITAL PROJECTS
Use of Fees:
ZERO WATER FOOTPRINT IMPACT FEE CAPITAL PROJECT ACTIVITY
CITY OF AMERICAN CANYON
Zero Water Footprint Impact Fee Analysis
as of 6/30/2023
Zero Water Footprint Mitigation Impact Fees are collected to offset new water demand associated with development projects.
ZERO WATER FOOTPRINT IMPACT FEE AMOUNT depends on the size and scope of the project and a variety of methods may be used for offsetting the increase in potable water consumption. 33 Land Use Units EDU
Water Capacity
Fee
Accessory Dwelling Unit Each 0.00 $ 0.00
Single Family Each 1.00 $ 21,410.00
Multi-Family Unit $0.650 $ 13,916.00
Commercial/Industrial GPD n/a $ 32.81
Working Capital July 1, 2022 $ 5,443,916
Budget Actual
Revenues:
Capacity Fee $ 1,819,156 $ 332,954
Interest 54,918 86,501
Total Revenues and Other Sources $ 1,874,074 $ 419,455
Expenditures:
Advances:
Interest Expense - Water Ops (LAIF Interest Rate) $ 10,680 $ 24,618 Miscellaneous Contractual Services 47,194 0
Transfers to Capital Project Funds:
Transfer to Cap Proj Fund - Gen Gov 891,620 91,355
Total Expenditures $ 949,494 $ 115,972
Total Resources Available at 6/30/2023 $ 6,368,496 $ 5,747,399
CITY OF AMERICAN CANYON
Water Capacity Fee Fund Analysis
as of 6/30/2023
Water Capacity fees are collected to pay for expansion of water infrastructure and facilities.
WATER CAPACITY FEE CAPITAL PROJECT ACTIVITIES
WATER CAPACITY IMPACT FEE AMOUNT
Fiscal Year 2022-2023 Activity
34 CITY OF AMERICAN CANYON
Water Capacity Fee Fund Analysis
as of 6/30/2023
FY 2022-23 Capital Projects: Budget Expenses
Devlin Road Extension Segment H TR14-0100 891,620 91,355 Total CIP Expenditures $ 891,620 $ 91,355
Capital Projects Budgeted in FY 2023-24:
Total CIP $ -
Note: Interest Expenses made from this fund were for Internal Loans from Wastewater Capacity for various CIP projects and Water Operations for past operating deficits and CIP expenses.
Part of the ending balance of this fund will be used for the Master Plan Updates, Recycled Water Delivery - Dodd Court, Potable Water Storage Tank - HP. The fund can also be used for the Eastside Storage Tanks #1 as part of the Water Capacity Fee Program to increase storage for main pressure zone.
Use of Fees:
CAPITAL PROJECTS
35 Land Use Units EDU
Wastewater
Capacity Fee
Accessory Dwelling Unit Each 0.00 $ 0.00
Single Family Each 1.00 $ 12,302.00
Multi-Family Unit $0.650 $ 7,996.00
Commercial/Industrial Gpd n/a $ 41.02
Working Capital July 1, 2022 $ 266,953
Budget Actual
Revenues:
Wastewater Capacity Fee $ 774,671 $ 235,879
Interest from Advances to WW Ops & RW Ops - 158,013
Total Revenues and Other Sources $ 774,671 $ 393,892
Expenditures:
Transfer to Cap Proj Fund - Gen Gov $ - $ -
Transfer to Cap Proj Fund - Wastewater CIP 375,000 39,180 Total Expenditures $ 375,000 39,180.00
Total Resources Available at 6/30/2023 $ 666,624 $ 621,665 Fiscal Year 2022-2023 Activity
CITY OF AMERICAN CANYON
Wastewater Capacity Fee Fund Analysis
as of 6/30/2023
Wastewater Capacity fees are collected to pay for additional wastewater infrastructure and facilities.
WASTEWATER CAPACITY FEE CAPITAL PROJECT ACTIVITIES
WASTEWATER CAPACITY IMPACT FEE AMOUNT
36 CITY OF AMERICAN CANYON
Wastewater Capacity Fee Fund Analysis
as of 6/30/2023
Budget Expenses
FY 2022-23 Capital Projects:
SS4 Broadway Sewer Rehab, Crawford to
Donaldson WW20-0100 375,000 39,180
Total CIP Expenditures $ 375,000 $ 39,180
Capital Projects Budgeted in FY 2023-24:
SS4 Broadway Sewer Rehab, Crawford to
Donaldson WW20-0100 660,820
Total CIP $ 660,820
CAPITAL PROJECTS
Note: Interest Earnings from this fund were for Internal Loans to Recycled Water Operations for Various CIP Projects and Wastewater Operations Fund for past operating deficits and CIP expenses.
Use of Fees:
37 CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 9.
TITLE
Lance Soll and Lunghard LLP contract amendment
RECOMMENDATION
Adopt a Resolu)on of the City Council of the City of American Canyon approving Amendment 3 to Agreement 2022-A101 with Lance Soll and Lunghard LLP (Exhibit A) to increase the total contract amount by $60,000 to an amount not to exceed $219,900 and amend the Fiscal Year 2023/24 budget to account for the additional contract cost during the current fiscal year.
CONTACT
Juan Gomez, Finance Director
BACKGROUND & ANALYSIS
During the last couple of years, the finance department has had numerous re)rements and departures resul)ng in a loss of years of ins)tu)onal knowledge in addi)on to challenges recrui)ng for key posi)ons in a )ght labor market. In 2022, finance contracted with Lance Soll and Lunghard (LSL) LLP to assist with accoun)ng and audit support services including monthly, quarterly and yearly reconcilia)ons, CIP monitoring and capital assets accoun)ng. This augmenta)on to staff has allowed city staff to focus on ACFR prepara)on, budget prepara)on, suppor)ng city departments with purchasing, analysis and process improvements.
City staff has been very pleased with the services rendered by Lance Soll Lunghard LLP. In the last few months, LSL has reconciled the city's liability accounts, assisted city staff in reconciling capital assets and clearing up the construc)on in progress account. These tasks required more effort and resources than previously an)cipated, thereby u)lizing the contract amendment #2 amount entered to in May 2023. While many of the large tasks have been completed, LSL con)nues to be a valuable resource while the city's recently hired accountant comes up to speed with accoun)ng tasks. Staff is reques)ng an amendment to the current contract in the amount of $60,000 for the remainder of the fiscal year, allowing LSL to transi)on tasks to city staff and assist with finalizing the city audit and financial reporting.
COUNCIL PRIORITY PROGRAMS AND PROJECTS
Organizational Effectiveness: "Deliver exemplary government services." 38 FISCAL IMPACT
Total contract amendment cost is $60,000. The FY 2023-24 budget will be amended by $60,000 to cover the additional services.
ENVIRONMENTAL REVIEW
15378(b) - The ac)on is not a "Project" subject to the California Environmental Quality Act ("CEQA") because it does not qualify as a "Project" under Public Resources Code Sec)ons 21065 and 21080 and in Section 15378(b) of Title 14 of the California Code of Regulations.
ATTACHMENTS:
1. Resolution - Lance Soll and Lunghard LLP
2. Exhibit A - Amendment 3 - LSL
Attachment A - Scope of Services
39 RESOLUTION NO. 2023‐
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON, AUTHRORIZING THE CITY MANAGER TO SIGN AMENDEMENT # 3 WITH LANCE SOLL AND
LUNGHARD LLP FOR ACCOUNTING AND AUDIT SUPPORT SERVICES IN THE AMOUNT OF $60,000 FOR A TOTAL CONTRACT AMOUNT NOT TO EXCEED $219,990 AND AMEND THE FISCAL YEAR 2023/24 BUDGET TOACCOUNT FOR THE ADDITIONAL CONTRACT COST WHEREAS, the City finance department has experienced vacancies in key positions and is looking to augment department staff; and
WHEREAS, the City has hired an Accounting Analyst who is transitioning into performing work previously completed by Lance Soll and Lunghard LLP; and WHEREAS, Lance Soll and Lunghard LLP currently provides the City of American Canyon with Accounting and Audit Support Services; and
WHEREAS, Lance Soll and Lunghard LLP has the technical and relevant governmental accounting expertise; and
WHEREAS, the City issatisfied with accounting and auditsupportservices provided by Lance Soll and Lunghard LLP; and
WHEREAS, the Fiscal Year 2023/24 budget shall be amended to increase Professional Services by $60,000; and
WHEREAS, Lance Soll and Lunghard LLP contract shall be increased to reflect the anticipated remaining work to be performed by LSL and also assist in transitioning tasks to the newly hired Accounting Analyst for Fiscal Year 2023/24, equaling $60,000 for a total contract amount not to exceed $219,990
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of American Canyon authorizes the City Manager to sign Amendment #3 with Lance Soll and Lunghard LLP for accounting and audit support services through June 30, 2024.
PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 7th day of November, 2023 by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Leon Garcia, Mayor
ATTEST: APPROVED AS TO FORM:
Taresa Geilfuss, CMC, City Clerk William D. Ross, City Attorney 40 CITY OF AMERICAN CANYON AGREEMENT NO. ____________
AMENDMENT #3 TO AGREEMENT NO. 2022-A101 THE CITY OF AMERICAN
CANYON STANDARD AGREEMENT FOR INDEPENDENT CONTRACTOR
SERVICES WITH LANCE SOLL AND LUNGHARD LLP
RECITALS
1. The City of American Canyon (CITY) and Lance Soll and Lunghard LLP (CONSULTANT) have entered into an Agreement dated June 13, 2022 that has been previously amended by Amendment 1 and Amendment 2 (Agreement No. 2020- A179).
2. The Agreement provides for amendments to perform specific tasks under a specific scope of services that may arise during the term of the agreement.
NOW, THEREFORE, CITY and CONSULTANT agree as follows:
1.00 SERVICES AND COMPENSATION
CONSULTANT agrees to provide services as listed in Attachment “A” to increase the contract amount for additional services in the amount of $60,000 for a total not to exceed contract amount of $219,900.
2.00 TIME OF PERFORMANCE
The services covered by this Amendment shall be performed or provided by June 30, 2024.
3.00 REMAINING PROVISIONS
All other terms of the June 13, 2022 Agreement remain in full force and effect.
Executed on November 8, 2023, at American Canyon, California.
CITY: CONSULTANT:
By: ____________________________ By: __________________________ Jason B. Holley Kelly Telford CPA
City Manager Partner Government Services
41 203 N. Brea Blvd, Suite 203,
Brea, CA 92821
1611 E. Fourth Street, Suite 200,
Santa Ana, CA 92701
2151 River Plaza Dr., Suite 150,
Sacramento, CA 95833
16340 Park Ten Pl #335,
Houston, TX 77084
www.lslcpas.com
(714) 672-0022 (714) 569-1000 (916) 503-9691 (936) 828-4587 [email protected] Lance, Soll, & Lunghard LLP
LETTER OF ENGAGEMENT
DTD: Monday, June 12, 2023
City of American Canyon
Mr. Juan Gomez
4381 Broadway Street, Suite 201
American Canyon, CA 94503
[email protected]
SUBJECT: SERVICE AND CONSULTATION INTENT
This letter confirms the terms of the accounting consulting services Lance, Soll & Lunghard, LLP (LSL) will provide. All information provided to us will be confidential and privileged information. We will not utilize the client information provided in any manner other than to assist in providing consultation services. It will be our policy to schedule meetings utilizing the appropriate software to provide consultation and services to your team from off site. Any services, including technical support and consultation, will occur after being scheduled and at an appointed time. At that time, we will log in and assist your staff with specific tasks required to resolve your issue.
This engagement letter is a contract for pay-as-you-go service. The terms of renewal contracts may be subject to change. Any amounts paid that remain after the expiration of this contract may be applied to a new contract or services with updated rates. Our standard hourly rates vary according to the degree of responsibility involved and the experience level of the personnel assigned. The current rates are listed below and are subject to an annual increase. Our invoices for these fees will be invoiced monthly and are payable on presentation.
You agree that any claim arising out of this Agreement shall be commenced within one (1) year of the delivery of the work product to you, regardless of any longer period of time for commencing such claim as may be set by law. A claim is understood to be a demand for money or services, the service of a suit, or the institution of arbitration proceedings against Lance, Soll, & Lunghard LLP. If any portion of this Agreement is deemed invalid or unenforceable, said findings shall not operate to invalidate the remainder of the terms set forth in this Agreement.
BILLING AND PAYMENT TERMS
Payment is due within 30 days of the invoice date. If payment is not received by the due date, you will be assessed interest charges of 1.5% per month on the unpaid balance. We reserve the right to suspend or terminate our work for non-payment of fees. In accordance with our firm policies, work may be suspended if your account becomes 90 days or more overdue and will not be resumed until your account is paid in full. If our work is suspended or terminated, you agree that we will not be responsible for your failure to meet governmental and other deadlines, for any penalties or interest that may be assessed against you resulting from your failure to meet such deadlines, and for any other damages (including but not limited to consequential, indirect, lost profits, or punitive damages) incurred as a result of the suspension or termination of our services.
ELECTRONIC DATA COMMUNICATION AND STORAGE
In the interest of facilitating our services to you, we may send data over the Internet, or store electronic data via computer software applications hosted remotely on the Internet or utilize cloud-based storage. Your confidential electronic data may be transmitted or stored using these methods. In using these data communication and storage methods, our firm employs measures designed to maintain data security. We use reasonable efforts to keep such communications and electronic data secure in accordance with our obligations under applicable laws, regulations, and professional standards.
You recognize and accept that we have no control over the unauthorized interception or breach of any communications or electronic data once it has been transmitted or if it has been subject to unauthorized access while stored, 42 203 N. Brea Blvd, Suite 203, Brea,
CA 92821
1611 E. Fourth Street, Suite 200,
Santa Ana, CA 92701
2151 River Plaza Dr., Suite 150,
Sacramento, CA 95833
16340 Park Ten Pl #335, Houston,
TX 77084
www.lslcpas.com
(714) 672-0022 (714) 569-1000 (916) 503-9691 (936) 828-4587 [email protected] notwithstanding all reasonable security measures employed by us. You consent to our use of these electronic devices and applications.
THIRD PARTY SERVICE PROVIDERS OR SUBCONTRACTORS
In the interest of enhancing our availability to meet your professional service needs while maintaining service quality and timeliness, we may use a third-party service provider to assist us. We require our third-party service providers have established procedures and controls designed to protect client confidentiality and maintain data security. As the paid provider of professional services, our firm remains responsible for exercising reasonable care in providing such services, and our work product will be subjected to our firm's customary quality control procedures. By accepting the terms and conditions of our engagement, you are providing your consent and allow us to disclose your confidential information to a third-party service provider, if such disclosure is necessary to deliver professional service or provide support services to our firm.
INDEPENDENT CONTRACTOR
When providing services to your company, we will be functioning as an independent contractor and in no event will we or any of our employees be an officer of you, nor will our relationship be that of joint ventures, partners, employer and employee, principal and agent, or any similar relationship giving rise to a fiduciary duty to you. Any obligations under this agreement are solely obligations of the firm, and no partner, principal, employee, or agent of the firm shall be subjected to any personal liability whatsoever to you or any person or entity.
HIRING OF LSL’S EMPLOYEES AND/OR SUBCONTRACTORS
You agree that LSL’s employees and/or subcontractors will only be able to obtain a direct contract or professional services agreement with you after the expiration of this engagement plus an additional two years from the expiration date of this engagement letter and any professional services agreement LSL may have in place. If your organization desires to hire one of LSL’s employees and/or subcontractors providing services to your organization by way of this proposal and future executed agreement as a full time, permanent, fully benefited employee of your organization, then your organization agrees to pay a fee equal to six months of the current or former LSL employee’s annualized wages based on the hourly rate charged, to LSL.
FIRM ASSOCIATIONS
The firm is a member of PrimeGlobal, a global association of independent accounting firms. No PrimeGlobal member firm is an agent or partner of the association or of any other member firm. No PrimeGlobal member firm has the authority to enter into any legal obligations on behalf of the association or any other member firm. If the firm introduces you to another PrimeGlobal member firm, this firm specifically denies any liability for any work performed by that firm.
You should make your own contractual arrangements with that firm for work that they perform. The fact that you may have been introduced to us by another PrimeGlobal member firm does not make that firm, its partners or its employees responsible for any of our acts or omissions. The firm is not the agent or partner of PrimeGlobal or any other member firm and does not have the authority to enter into legal obligations on behalf of either the association or any other member firm thereof. You agree that this firm has the sole liability for any work performed under this engagement and you undertake not to make any claim or bring any proceedings against either PrimeGlobal or any other member of PrimeGlobal in relation to work covered by this engagement.
LIMITATIONS ON ORAL AND EMAIL COMMUNICATIONS
We may discuss with you our views regarding the treatment of certain items or decisions you may face. We may also provide you with information in an email. Any advice or information delivered orally or in an email (rather than through a memorandum delivered as an email attachment) will be based upon limited research and a limited discussion and analysis of the underlying facts. Additional research or a more complete review of the facts may affect our analysis and conclusions. Due to these limitations and the related risks, it may or may not be appropriate to proceed with any decision solely on the basis of any oral or email communication. You accept all responsibility, except to the extent caused by the gross negligence or willful misconduct of LSL, for any loss, cost or expense resulting from your decision (i) not to have us perform the research and analysis necessary to reach a more definitive conclusion and (ii) to instead rely on an oral or email communication. The limitation in this paragraph will not apply to an item of written advice that is a deliverable of a separate engagement. If you wish to engage us to provide formal advice on a matter on which we have communicated orally or by email, we will confirm this in a separate engagement letter.
CONFLICTS OF INTEREST
If we, in our sole discretion, believe a conflict has arisen affecting our ability to deliver services to you in accordance with either the ethical standards of our firm or the ethical standards of our profession, we may be required to suspend or terminate our services without issuing our work product. 43 203 N. Brea Blvd, Suite 203, Brea,
CA 92821
1611 E. Fourth Street, Suite 200,
Santa Ana, CA 92701
2151 River Plaza Dr., Suite 150,
Sacramento, CA 95833
16340 Park Ten Pl #335, Houston,
TX 77084
www.lslcpas.com
(714) 672-0022 (714) 569-1000 (916) 503-9691 (936) 828-4587 [email protected]
MEDIATION
If a dispute arises out of or relates to the letter including the scope of services contained herein, or the breach thereof, and if the dispute cannot be settled through negotiation, the parties agree first to try to settle the dispute by mediation administered by the American Arbitration Association (“AAA”) under the AAA Professional Accounting and Related Services Dispute Resolution Rules before resorting to arbitration, litigation, or some other dispute resolution procedure.
The mediator will be selected by letter of the parties. If the parties cannot agree on a mediator, a mediator shall be designated by the AAA. Any mediator so designated must be acceptable to all parties. The mediation will be conducted in California. The mediation will be treated as a settlement discussion and, therefore, will be confidential. The mediator may not testify for either party in any later proceeding related to the dispute. No recording or transcript shall be made of the mediation proceedings. The costs of any mediation proceedings shall be shared equally by all parties. Any costs for legal representation shall be borne by the hiring party.
INDEMNIFICATION
You agree to hold LSL harmless from any and all claims which arise from knowing misrepresentations to us by your management, or the intentional withholding or concealment of information from us by your management. You also agree to indemnify us for any claims made against us by third parties, which arise from any of these actions by your management.
PROPRIETARY INFORMATION
You acknowledge that proprietary information, documents, materials, management techniques and other intellectual property we use are a material source of the services we perform and were developed prior to our association with you.
Any new forms, software, documents or intellectual property we develop during this engagement for your use shall belong to us, and you shall have the limited right to use them solely within your business. All reports, templates, manuals, forms, checklists, questionnaires, letters, letters and other documents which we make available to you are confidential and proprietary to us. Neither you, nor any of your agents, will copy, electronically store, reproduce or make available to anyone other than your personnel, any such documents. This provision will apply to all materials whether in digital, “hard copy” format or other medium. The provisions of this paragraph do not apply to public agencies when responding to requests for public records under the California Public Records Act, subpoena, or any other legal authority.
TERMINATION AND WITHDRAWAL
We reserve the right to withdraw from the engagement without completing services for any reason, including, but not limited to, your failure to comply with the terms of this letter or as we determine professional standards require. If our work is suspended or terminated, except in cases if LSL terminates the contract without cause on the even of an important deadline, you agree that we will not be responsible for your failure to meet governmental and other deadlines, or for any liability, including but not limited to, penalties or interest that may be assessed against your resulting from your failure to meet such deadlines. If this letter is terminated before services are completed, you agree to compensate us for the services performed and expenses incurred through the effective date of termination.
ASSIGNMENT
All parties acknowledge and agree that the terms and conditions of this Letter shall be binding upon and inure to the parties’ successors and assigns, subject to applicable laws and regulations.
SEVERABILITY
If any portion of this Letter is deemed invalid or unenforceable, said finding shall not operate to invalidate the remainder of the terms set forth in this Letter.
CODE OF PROFESSIONAL CONDUCT
To ensure that our independence is not impaired under the AICPA Code of Professional Conduct, you agree to inform the engagement partner before entering in any substantive employment discussions with any of our personnel. In accordance with Section 50 of the Board of Accountancy Regulations for the State of California, this shall provide notice that Lance, Soll & Lunghard CPAs, Certified Public Accountants, is licensed by the California Board of Accountancy.
SCOPE & SCHEDULE OF SERVICES
Provide “as-needed” support, customization services, and consulting regarding:
• Assistance with accounting for the City’s Capital Assets • Monthly reconciliation of the City and Custodial fund bank accounts • Monthly reconciliation of investments
• Monthly reconciliation of liabilities, including Accounts Payable and Payroll 44 203 N. Brea Blvd, Suite 203, Brea,
CA 92821
1611 E. Fourth Street, Suite 200,
Santa Ana, CA 92701
2151 River Plaza Dr., Suite 150,
Sacramento, CA 95833
16340 Park Ten Pl #335, Houston,
TX 77084
www.lslcpas.com
(714) 672-0022 (714) 569-1000 (916) 503-9691 (936) 828-4587 [email protected] • Preparing monthly, quarterly and annual reports, as needed • Assistance with year-end close accounting procedures, in preparation for the annual audit
HOURLY SERVICES
This support will be billed at our current hourly rates as shown below. These rates are effective through December 31, 2023. The hourly rates will be increased by CPI annually on January 1st using the November 12-month percentage change for the Consumer Price Index for the Los Angeles area as listed in the link below. All non-personnel related costs, if necessary, would be billed on a reimbursement basis as costs are incurred. https://www.bls.gov/regions/west/news-release/consumerpriceindex_losangeles.htm STAFF
2023
STANDARD
HOURLY RATES
Group Training Rate $400
Partner $340
Senior Manager $260
Manager $220
Supervisor $195
Senior $170
Experienced Staff $145
Staff $125
Clerical $90
SUMMARY
We appreciate the opportunity to be of service to City of American Canyon and believe this letter accurately summarizes the significant terms of our engagement. If you have any questions, please let us know. If you agree with the terms of our engagement as described in this letter, please sign the enclosed copy, and return it to us.
Very truly yours,
LANCE, SOLL & LUNGHARD, LLP
ACCEPTED:
This letter correctly sets forth the understanding of City of American Canyon Signature:
Printed Name:
Title:
Date:
Juan Gomez
Finance Director
06/13/2023
45 CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 10.
TITLE
Nova Wine Warehouse Public Water Main Improvements
RECOMMENDATION
Adopt a Resolu,on accep,ng the public water main improvements associated with the Nova Wine Warehouse Project.
CONTACT
Erica Ahmann Smithies, P.E., Public Works Director
Edison Bisnar, P.E., Senior Civil Engineer
BACKGROUND & ANALYSIS
On August 25, 2022, The City of American Canyon Public Works Department approved the Nova Wine Warehouse Offsite Improvement Plans. The project is located at Devlin Road in Napa County.
Even though the project is outside the city limits, it is within the City’s Extraterritorial Water Service Area. The project installed new public water mains and appurtenances.
On October 6, 2023, the Nova Wine Warehouse's project engineer submi:ed to the City the Project Record Drawings (Exhibit A to Resolu,on) and a le:er cer,fying the improvements and grading associated with the project have been constructed in substan,al conformance with the approved plans and any subsequent revisions (Exhibit B to Resolution).
City staff have reviewed the suppor,ng documents and recommend acceptance of the work completed.
COUNCIL PRIORITY PROGRAMS AND PROJECTS
Infrastructure: "Develop and maintain infrastructure resources to support sustainable growth."
FISCAL IMPACT
All costs associated with the opera,on and maintenance of the public water main and 46 appurtenances will be the responsibility of the City.
ENVIRONMENTAL REVIEW
Napa County examined the environmental effects of the Project in an Environmental Impact Report prepared pursuant to the California Environmental Quality Act (“CEQA,” Pub. Res. Code § 21000 et seq).
ATTACHMENTS:
1. Resolution Nova Water Improvements Acceptance
2. Exhibit A to Resolution: Record Drawings
3. Exhibit B to Resolution: Letter
47 RESOLUTION NO. 2023-______
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON ACCEPTING THE PUBLIC WATER MAINS AND APPURTENANCES ASSOCIATED WITH THE NOVA WINE WAREHOUSE PROJECT.
WHEREAS, on August 25, 2022, The City of American Canyon Public Works Department approved the Nova Wine Warehouse Offsite Improvement Plans. The project is located at Devlin Road in Napa County.
Even though the project is outside the city limits, it is within the City’s Extraterritorial Water Service Area.
The project installed new public water mains and appurtenances; and WHEREAS, on October 6, 2023, the project engineer submitted the Project Record Drawings. (Exhibit A); and
WHEREAS, on October 6, 2023, the project engineer, submitted a letter certifying the improvements and grading associated with the project have been constructed in substantial conformance with the approved plans and any subsequent revisions (Exhibit B); and
WHEREAS, The public water main and appurtenances associated with the Nova Wine Warehouse Project have been constructed to the City’s satisfaction. Therefore, it is appropriate to accept them into the City’s water system for operation and maintenance.
NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council of the City of American Canyon hereby accepts all the public water main improvements constructed per the approved plans.
PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 7th day of November 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
________________________________
Leon Garcia, Mayor
ATTEST: APPROVED AS TO FORM:
______________________________ ______________________________ Taresa Geilfuss, CMC, City Clerk William D. Ross, City Attorney Attachments:
Exhibit A: Nova Wine Warehouse Offsite Improvement Plans Record Drawings Exhibit B: Project Engineer Letter
48 34.1
34.1 G01
TITLE SHEET, DRAWING INDEX, AND KEY MAP
GENERAL
01 COPPER PEAK LOGISTICS WINE WAREHOUSE
OFFSITE IMPROVEMENT PLANS
APNs 057-170-025, 026 (BACK OF METER), AND 027
DRAWING INDEX
SHEET
NUMBER
DRAWING
NUMBER DESCRIPTION
GENERAL
1 G01 TITLE SHEET, DRAWING INDEX AND KEY MAP
2 G02 NOTES, ABBREVIATIONS, LEGENDS AND UTILITY CONTACTS 3 G03 NOTES AND LEGENDS
4 G04 DETAILS
5 G05 NAPA COUNTY AND AMERICAN CANYON DETAILS
6 G06 NAPA SANITATION DISTRICT DETAILS
CIVIL
7 C05 DRIVEWAY PLAN AND PROFILE STA 11+00-16+75
8 C06 DRIVEWAY PLAN AND PROFILE STA 16+75-23+75
9 C07 DRIVEWAY PLAN AND PROFILE STA 23+75-28+75
10 C08 DRIVEWAY PLAN AND PROFILE STA 28+75-31+00
11 C09 DEVLIN ROAD WIDENING STA 46+50-50+00
12 C10 DEVLIN ROAD WIDENING STA 50+00-56+50
OFFSITE SANITARY SEWER MAINLINE EXTENSION
13 SS00 OFFSITE SANITARY SEWER IMPROVEMENTS OVERVIEW
14 SS01 ACCESS ROAD AND RECLAIMED WATER STA 04+30-09+50 15 SS02 ACCESS ROAD AND SS EXTENSION STA 09+50-12+50
CATHODIC PROTECTION
16 CP-1 TITLE SHEET
17 CP-2 CATHODIC PROTECTION SYSTEM DETAILS
Feet
0 150 300
NAPA COUNTY CALIFORNIA
PROJECT AREA
PROJECT STATEMENT
THE PROJECT INCLUDES OFF SITE INFRASTRUCTURE IMPROVEMENTS FOR CONSTRUCTION OF A 250,000 SF WAREHOUSE. THE PROJECT INCLUDES NEW CONNECTION TO DEVLIN ROAD, NEW 28-FOOT COMMERCIAL DRIVEWAY, NEW SEWER MAIN EXTENSION, AND UTILITY CONNECTIONS TO EXISTING SERVICES.
APN 057-020-050
APN 057-170-026
PROJECT CONTACT INFORMATION
TEAM ROLE CONTACT ADDRESS PHONE NUMBER EMAIL ADDRESS
OWNER NOVA BUSINESS PARK LLC
RON FEDRICK
185 DEVLIN ROAD, BOX 4050
NAPA, CA 945598
707.258.3779 [email protected]
CIVIL ENGINEER CAB CONSULTING
ENGINEEERS, CARL BUTTS
PO BOX 140
NAPA, CA 94559
707.694.6479 [email protected]
SURVEYOR CINQUINI&PASSARINO
DAVIT SULAM
1804 SOSCOL AVE, STE 202
NAPA, CA 94559
707.690-9025 [email protected]
BIOLOGIST
ZENTNER PLANNING AND
ECOLOGY, SEAN MICALLEF
120 A LINDEN ST
OAKLAND, CA 94607
510.622.8110 [email protected]
GEOTECHNICAL RGH CONSULTANTS
ERIC CHASE
1305 NORTH DUTTON AVE
SANTA ROSA, CA 95401
707.544.1072 [email protected]
NAPA SANITATION DISTRICT
ANDREW DAMRON, P.E. RCE 63524 DATE
DISTRICT ENGINEER, NAPA SANITATION DISTRICT
APN 057-020-036
APN 057-170-007
APN 057-170-006
APN 057-170-001
APN 057-170-020 DEVLIN ROAD
DEVLIN ROAD
APN 057-020-049
APN 057-170-021
C06
C05
C07
C08
C09
C10
SS01
SS02
RGH GEOTECHNICAL CONSULTANTS
ERIC CHASE, P.G. 2628 DATE
PROJECT MANAGER
PROJECT AREA
SWPPP NOTE:
THIS PROJECT CURRENTLY MONITORED
UNDER WDID 2 28C390114
CITY OF AMERICAN CANYON WATER
IMPROVEMENTS ONLY PROJECT NO. DV22-0002
APN 057-170-027
APN 057-170-025 (SFAP)
THIS PROJECT IS COVERED UNDER THE
FOLLOWING PERMITS:
NAPA COUNTY: ENG21-00039
AMERICAN CANYON: DV22-002
NAPA SANITATION DISTRICT: MAINEX 00067
NAPA COUNTY ROAD IMPROVEMENTS ON C09
AND C10 (PUBLIC) ARE UNDER SEPARATE
PERMIT (ENG21-00060 AND W21-00565)
WORK WITHIN APN 057-170-026 (EXCLUDING
PUBLIC METERED CONNECTIONS @ BACK OF
WALK) PERFORMED BY SCANNELL LLC UNDER
THE FOLLOWING PERMITS:
(NAPA COUNTY) ENG21-00039 & BC22-00659
APPROVED PER GEOTECHNICAL REVIEW LETTER DATED
2022.08.16 BY ERIC CHASE
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.04
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
APN 057-170-024
RECORD SET
DocuSign Envelope ID: 378A24E5-ABE7-4D35-8922-0E38410E8780 10/11/2023
49 G02
NOTES
GENERAL
02 GENERAL NOTES
1. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS ONLY. THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT; EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
2. ALL WORKMANSHIP AND MATERIALS FOR BOTH ON-SITE AND OFF-SITE IMPROVEMENTS SHALL CONFORM TO THE
LATEST EDITION OF THE COUNTY OF NAPA PUBLIC WORKS DEPARTMENT, AMERICAN CANYON PUBLIC WORKS DEPARTMENT AND NAPA SANITATION, STANDARD SPECIFICATIONS AND STANDARD PLANS. THE ON-SITE IMPROVEMENTS SHALL BE INSPECTED BY THE PUBLIC WORKS INSPECTOR OF THE RESPONSIBLE DISTRICT.
3. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS
CONTAINED IN THE COUNTY OF NAPA, CITY OF AMERICAN CANYON AND NAPA SANITATION DISTRICT STANDARD SPECIFICATIONS. CONTRACTOR SHALL HAVE A COPY OF ALL SPECIFICATIONS AVAILABLE AT THE JOB SITE AT ALL TIMES.
4. SHOULD ANY CONTRACTOR OR SUBCONTRACTOR FIND ANY DEFICIENCIES, ERRORS, CONFLICTS OR OMISSIONS IN THESE
PLANS AND SPECIFICATIONS OR SHOULD THEY BE IN DOUBT AS TO THEIR MEANING OR INTENT, THEY SHALL NOTIFY THE OWNER AND ENGINEER FOR A WRITTEN CLARIFICATION, ADDENDUM, ETC. SHOULD THEY FAIL TO DO SO BEFORE
SUBMITTING A PROPOSAL, THEY CANNOT CLAIM ADDITIONAL COMPENSATION FOR WORK REQUIRED TO COMPLETE THE PROJECT.
5. ALL MATERIAL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE
6. IF THERE IS A CONFLICT BETWEEN WRITTEN DIMENSIONS AND SCALED DIMENSIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND OBTAIN A CLARIFICATION. NO DEVIATIONS OR SUBSTITUTIONS SHALL BE ALLOWED WITHOUT OBTAINING WRITTEN APPROVAL FROM THE OWNER.
7. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL SECURE CONSTRUCTION PERMITS FROM THE COUNTY OF NAPA AND OTHER AGENCIES AS NECESSARY AND PAY ALL FEES INCLUDING INSPECTION FEES.
8. ONE WEEK PRIOR TO ANY EXCAVATION IN EXISTING STREET AREAS, THE CONTRACTOR SHALL CONTACT AND REQUEST
CITY/COUNTY ENGINEER AND ALL OTHER UNDERGROUND UTILITY COMPANIES (WET AND DRY) TO MARK THE LOCATION OF THEIR RESPECTIVE FACILITIES. COSTS OF REPAIRING ANY INJURIES OR DAMAGES CAUSED BY THE CONTRACTOR SHALL BE BORNE BY THE CONTRACTOR. VARIOUS UNDERGROUND UTILITY LINES WERE PLOTTED ON THE PLANS FROM THE
INFORMATION OBTAINED FROM THE RESPECTIVE UTILITY COMPANIES, THEREFORE, NO WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO THE COMPLETENESS OR CORRECTNESS OF THEIR LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL EXISTING UTILITIES IN THE FIELD.
9. ALL UNDERGROUND UTILITY WORK IN THE STREET AREAS SHALL BE COMPLETED PRIOR TO PLACEMENT OF BASE ROCK UNLESS OTHERWISE NOTED.
10. CONTRACTOR SHALL CONFORM TO EXISTING STREETS, SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS.
11. WORK DONE WITHIN THE RIGHT-OF-WAY OF ALL PUBLIC RIGHTS OF WAY SHALL BE DONE UNDER AN ENCROACHMENT PERMIT ISSUED BY THE COUNTY OF NAPA.
12. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS.
ANY AT‐RISK MONUMENTS OR MARKERS SHALL BE IDENTIFIED BY A PRE‐ CONSTRUCTION CORNER RECORD SUBMITTED TO THE COUNTY SURVEYOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. PRE AND POST
CONSTRUCTION CORNER RECORDS SHALL BE PREPARED AS NEEDED TO PERPETUATE MONUMENT LOCATIONS THAT ARE AT RISK DUE TO PROJECT ACTIVITIES. ALL WORK TO BE PERFORMED BY A LICENSED LAND SURVEYOR.
MONUMENTS AND MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED SUBJECT TO THE PROVISIONS OUTLINED ABOVE AT THE CONTRACTORʹS EXPENSE.
COUNTY OF NAPA GRADING NOTES
1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE SOILS REPORT PREPARED BY RGH CONSULTANTS DECEMBER 29, 2015. THE SUCCESSFUL CONTRACTOR SHALL OBTAIN FROM THE OWNER ONE COPY OF THE SAID REPORT PRIOR TO COMMENCEMENT OF THE WORK.
2. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST THREE (3) DAYS IN ADVANCE OF COMMENCING WORK, INCLUDING SITE STRIPPING AND GRADING OPERATIONS. THIS WORK SHALL BE OBSERVED AND TESTED BY THE SOILS REPRESENTATIVE.
3. SITE SHALL BE VISUALLY INSPECTED BY THE CONTRACTOR TO DETERMINE THE EXTENT OF CLEARING, GRUBBING, AND GRADING WORK TO BE DONE.
4. SOIL STRIPPED AS DETAILED IN THE SOILS REPORT SHALL BE STOCKPILED FOR USE IN LANDSCAPED AREAS.
CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR.
5. EXCESS SOIL SHALL BE STOCKPILED AT A LOCATION SPECIFIED BY THE PERMITS.
6. TREES THAT ARE REMOVED SHALL ALSO HAVE THEIR STUMPS AND MAJOR ROOT SYSTEMS REMOVED. AFTER A TREE OR A STUMP IS REMOVED THE RESULTING EARTH CAVITY SHALL BE CLEANED OF LARGER ROOTS (2 INCH DIAMETER AND LARGER). SOILS SHOULD BE REMOVED AND DISHED TO PROVIDE ACCESS FOR COMPACTION EQUIPMENT. ALL
EARTHWORK, SCARIFICATION, BACKFILL, AND COMPACTION SHALL BE PERFORMED FOR THE SOILS REPORT AND SOILS ENGINEER'S REQUIREMENTS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL USA, (UNDERGROUND SERVICE ALERT) AT LEAST TWO WORKING DAYS PRIOR TO DIGGING HOLES, TRENCHES, ETC. 800-642-2444.
8. CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT AND COMPLETELY COVER THE EXPOSED ASPHALT CONCRETE WITH TACK COAT BEFORE PLACING THE NEW HOT MIX ASPHALT CONCRETE (HMAC). THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT A MINIMUM OF TWO (2) FEET FROM THE LIP OF GUTTER/EDGE OF
PAVEMENT AND PLACE A PAVEMENT SECTION THAT IS THE SAME AS THE EXISTING ROAD SECTION OR BETTER WITH A MAXIMUM OF TWO-INCH LIFTS OF HMAC. THE CONTRACTOR SHALL WAIT FOR THE HMAC TO COOL TO 150 DEGREES FAHRENHEIT BEFORE PLACING THE NEXT LIFT OF HMAC.
9. ARCHEOLOGICAL FINDING: IN THE EVENT THAT ARCHEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE DISCOVERED DURING CONSTRUCTION, WORK SHALL CEASE IN A 50-FOOT RADIUS SURROUNDING THE AREA OF DISCOVERY. THE PERMITTEE SHALL CONTACT THE PBES DEPARTMENT FOR FURTHER GUIDANCE, WHICH WILL LIKELY
INCLUDE THE REQUIREMENT FOR THE PERMITTEE TO HIRE A QUALIFIED PROFESSIONAL TO ANALYZE THE ARTIFACTS ENCOUNTERED AND TO DETERMINE IF ADDITIONAL MEASURES ARE REQUIRED.
IF HUMAN REMAINS ARE ENCOUNTERED DURING PROJECT DEVELOPMENT, ALL WORK IN THE VICINITY MUST BE
HALTED, AND THE NAPA COUNTY CORONER INFORMED, SO THAT THE CORONER CAN DETERMINE IF AN INVESTIGATION OF THE CAUSE OF DEATH IS REQUIRED, AND IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN. IF
THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE PERMITTEE SHALL COMPLY WITH THE REQUIREMENTS OF PUBLIC RESOURCES CODE SECTION 5097.98.”
RECYCLE WATER LINE NOTES (PER RW-17 OF STANDARD DETAILS)
1. ALL RECYCLED WATER LINE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NAPA SANITATION DISTRICT RECYCLED WATER STANDARDS.
2. CONTRACTOR SHALL CONTACT THE NAPA SANITATION DISTRICT INSPECTOR 48 HOURS IN ADVANCE
FOR INSPECTION AND VERIFICATION THAT THE SYSTEM HAS BEEN INSTALLED ACCORDINGLY PRIOR TO BACKFILLING PIPE.
3. BASIC PIPING SEPARATION: 10'-0" OF UNDISTURBED SOIL MUST EXIST BETWEEN DOMESTIC WATER AND RECYCLED WATER PIPING. LESS THAN THE BASIC SEPARATION IS ALLOWED ONLY IF NO OTHER
ALTERNATIVES ARE AVAILABLE WITH PRIOR APPROVAL BY NAPA SANITATION DISTRICT AND THE POTABLE WATER SUPPLIER TO THE SITE.
4. CROSSINGS: IF RECYCLED WATER AND DOMESTIC WATER LINES CROSS, IT IS REQUIRED THAT SUCH CROSSINGS BE MADE PERPENDICULAR TO EACH OTHER. SEE ALSO NOTE 9.
5. PIPE AND DIG IN PROTECTION: ALL RECYCLED WATER PIPING INCLUDING LATERALS, SHALL BE PURPLE IN COLOR AND MARKED "RECYCLED WATER". ALL CONSTANT PRESSURE RECYCLED WATER PIPING
SHALL ALSO HAVE METALLIC DIG IN PROTECTION TAPE INSTALLED IN THE TRENCH, AS SHOWN ON RW-4. TAPE SHALL BE PLACED WITH PRINTED SIDE UP.
6. DEPTH OF RECYCLED WATER PIPING: FOR ON-SITE RECYCLED WATER PIPING, THE MINIMUM DEPTH FROM FINISHED GRADE TO TOP OF PIPE IS AS FOLLOWS:
A. ALL LINES IN STREET AREAS = 48" DEPTH
B. CONSTANT PRESSURE LINES 3" & LARGER= 24" DEPTH
C. CONSTANT PRESSURE LINES 2.5" & SMALLER= 18" DEPTH
D. INTERMITTENT PRESSURE LINES= 12" DEPTH
7. PIPE MATERIAL: RECYCLED WATERLINE 4" AND LARGER SHALL BE PURPLE SCHEDULE C900 CL 165 PVC OR DUCTILE IRON AND MARKED "RECYCLED WATER". ALL LINES SMALLER THAN 4" SHALL BE PURPLE SCHEDULE 40 PVC AND MARKED "RECYCLED WATER".
8. ALL VALVES, VALVE BOXES, A.V.'S, ETC., SHALL BE PAINTED PURPLE (PANTONE 512) INSIDE AND OUT.
ALL LIDS SHALL BE MARKED "RECYCLED WATER".
9. WHERE CONFLICTS IN VERTICAL ALIGNMENTS OF UNDERGROUND UTILITIES ARISE, THE. CONTRACTOR
WILL LOWER THE RECYCLED WATER TO CROSS UNDER THE CONFLICTING UTILITY OR OVER THE CONFLICTING SANITARY SEWER. MAINTAIN A MINIMUM 12" CLEARANCE BETWEEN CROSSING UTILITIES.
RECYCLE WATER LINE TESTING
1. NEW INSTALLATION TO BE PRESSURE TESTED TO A MINIMUM OF 150 PSI FOR 2 HOURS PRIOR TO CONNECTION TO EXISTING FACILITIES. FOR ADDITIONAL TESTING INFORMATION SEE SECTION 5 OF DISTRICT STANDARDS.
2. TIE-IN TO EXISTING FACILITIES TO BE VISUALLY INSPECTED FOR LEAKS UNDER LINE PRESSURES FOR 30 MINUTES.
3. ALL TESTING TO BE APPROVED BY THE NAPA SANITATION DISTRICT.
SURVEY AND DATUM NOTES
THIS MAP DOES NOT REPRESENT A PROPERTY LINE SURVEY. PROPERTY LINES SHOWN HEREON ARE BASED ON
RECORD DATA, AND MAY NOT REPRESENT THE TRUE POSITIONS OF THE LINES, HOWEVER, SOUTHWESTERLY RIGHT OF WAY LINES SHOWN HEREON ARE TIED TO FOUND MONUMENTS PER 14PM48 NCR, WHERE THE STRIPS PARCEL X AND PARCEL Y ARE DEDICATED AND ACCEPTED FOR RIGHT OF WAY AND EASEMENT AS SHOWN ON 18PM6, WHICH IS BASED UPON SAID 14PM48. BENCHMARK IS CINQUINI & PASSARINO CONTROL POINT NO. 4, BEING A SET MAG NAIL AND WASHER ALONG DELVIN ROAD AS SHOWN HEREON.ELEVATION = 63.39' (NAVD 88)
THIS MAP IS BASED ON A FIELD SURVEY PROVIDED BY THE CLIENT AND PERFORMED BY CINQUINI & PASSARINO OCTOBER 21, 2015. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND WERE DETERMINED BY STATIC GPS TIES TO CGPS STATIONS P200, P264 & P202 WITH PUBLISHED ELLIPSOIDAL HEIGHTS OF (A =-80.612'), (B =759.716') AND (C = 1918.001'), IN ADDITION TO APPLYING THE NGS GEOID HEIGHT MODEL "GEOID2011".
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 2, NAD 83, EPOCH 2011.00 AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING SYSTEMS (CGPS) STATION P200 AND STATION P264; BEING NORTH 44°34'19” EAST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC).
NOTES
NAPA SANITATION DISTRICT SEWER NOTES
1. ALL SANITARY SEWER AND RECYCLED WATER IMPROVEMENTS SHALL BE CONSTRUCTED PER THE CURRENT EDITION OF THE NAPA SANITATION DISTRICT STANDARDS.
HTTP://WWW.NAPASAN.COM/162/STANDARD‐SPECIFICATIONS
2. CONTACT NAPASAN FOR INSPECTION 24 HOURS IN ADVANCE.
a. FRED MCWILLIAMS: 707‐312‐1761
b. JOSH DEGARMO: 707‐312‐1613
3. PROVIDE A MANHOLE SUBMITTAL, INCLUDING MONOLITHIC PRE‐CAST MANHOLE BASES, TO NAPASAN PRIOR TO ORDERING MATERIALS. CAST‐IN‐PLACE MANHOLE BASES AND CORED‐IN/GROUTED‐IN PIPE CONNECTIONS ARE NOT ALLOWED. ALL PIPE CONNECTIONS MUST BE CAST MONOLITHICALLY INTO THE MANHOLE BASES. ALL MANHOLES SHALL BE CONSTUCTED PER NAPASAN STANDARD DETAILS SS‐9 AND SS‐9A.
4. PRIOR TO PROJECT ACCEPTANCE, RECORD DRAWINGS IN PDF FORMAT SHALL BE SUBMITTED TO NAPASAN.
5. TREES SHALL NOT BE LOCATED WITHIN 10 FEET OF SEWER PIPES.
6. ALL SEWER PIPE SHALL BE PVC SDR 26 UNLESS OTHERWISE NOTED.
GRADING QUANTITY ESTIMATE
CUT (CY)
7100
*FILL INCLUDES 0% CONSOLIDATION FACTOR.
** SPOILS SHALL RETAINED ON SITE FOR FUTURE USE.
NOTE:
1. THIS ESTIMATE PROVIDED FOR CEQA REVIEW. THIS ESTIMATE SHALL NOT BE USED FOR BID PURPOSES. CONTRACTOR SHALL PERFORM INDEPENDENT TAKEOFF FOR BID PURPOSES.
SEEDING SPECIFICATIONS
1. ALL GRADED OR DISTURBED AREAS SHALL BE SEEDED IMMEDIATELY AFTER GRADING IS COMPLETE.
2. THE SEED, FERTILIZER AND MULCH MIXTURE SHALL BE APPLIED BY HAND OR HYDRAULICALLY AT THE RATES SPECIFIED BELOW: LE BALLISTER'S QUICK COVER CROP APPLIED AT 40 LBS/ACRE IN THE FOLLOWING PERCENTAGES:
1. FIBER ROLLS AND/OR STRAW BALE SEDIMENT BARRIERS SHALL BE INSTALLED PRIOR TO ANY GRADING ON THE SITE PERFORMED AFTER OCTOBER 1 AND WILL REMAIN OPERABLE DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 1)
2. DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 1) ALL SEDIMENT BARRIERS SHALL BE
INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY AND, IN ADDITION, AFTER EACH STORM.
3. BETWEEN OCTOBER 15 AND APRIL 1, ALL PAVED AREAS SHALL BE KEPT CLEAR OF DIRT, SEDIMENT, AND DEBRIS. THE PROJECT AREA WILL BE MAINTAINED SO THAT A MINIMUM OF SEDIMENT-LADEN RUNOFF LEAVES THE SITE.
4. THE SEEDED AREAS SHALL BE PREPARED, RESEEDED AND MULCHED AS SOON AS POSSIBLE AFTER BEING DAMAGED.
EROSION CONTROL NOTES:
1. GRADING ON THE SITE SHALL BE LIMITED TO THE AREA SHOWN ON THE PLAN.
2. FIBER ROLLS OR STRAW BALE SEDIMENT BARRIERS OUTSIDE OF THE GRADED AREA SHALL BE
INSTALLED PRIOR TO ANY GRADING ON THE SITE AND WILL BE OPERABLE DURING THE RAINY SEASON, OCTOBER 15 TO APRIL 1.
3. ALL MOVEMENT OF EARTH SHALL COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE NAPA COUNTY GRADING ORDINANCE AND THE EROSION CONTROL PLAN.
4. CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN TO MEET FIELD CONDITIONS
SHALL BE MADE ONLY WITH THE APPROVAL OF/OR AT THE DIRECTION OF RIECHERS SPENCE & ASSOCIATES.
5. THE CONTRACTOR SHALL INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR
PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR COOPERATION IN AVOIDING THE DISTURBANCE OF THESE EROSION CONTROL MEASURES.
6. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED FOR THIS PROJECT. CONTRACTOR WILL CONFORM TO SWPPP DATED XX-XX-XX INCLUDING ANY UPDATES.
ANNUAL RYE 45%
BLANDO BROME
ZORRO FESCUE
CRIMSON CLOVER
ROSE CLOVER
25%
5%
10%
15%
TEMPORARY COVER CROP SHALL BE APPLIED AT A RATE OF 100 LBS/ACRE BARLEY 40 LBS/ACRE
OATS 60 LBS/ACRE
AN EQUIVALENT SEED MIX MAY BE SUBSTITUTED BY THE OWNER DEPENDING ON THE SUCCESS OF PRIOR SEED MIXES AND NUTRIENT LEVELS IN THE SOIL.
3. FERTILIZER USED SHALL BE ONE OF THE FOLLOWING SPECIFICATIONS:
16-20-0 200-250 LBS/ACRE
12-12-12 400 LBS/ACRE
15-15-15 300 LBS/ACRE
10-20-0 300 LBS/ACRE
4. THE TYPE OF MULCH USED SHALL BE ONE OF THE FOLLOWING:
STRAW MULCH 3000 LBS/ACRE
WOOD FIBER MULCH 2000 LBS/ACRE (IF HYDROSEEDED)
5. AREA TO BE SEEDED SHALL BE SCARIFIED TO DEPTH OF 4" TO 8" AND DRESSED TO PROVIDE A REASONABLY SMOOTH FIRM SURFACE.
6. IF HYDROSEEDING METHOD IS USED, A TACKIFIER SUCH AS M-BINDER OR SENTINEL (OR EQUAL) SHALL BE APPLIED AT A RATE OF 75 TO 100 LBS/ACRE.
7. IF HYDROSEEDING METHOD IS USED, SEED SHALL NOT REMAIN IN THE SLURRY LONGER THAN 30 MINUTES. FERTILIZERS SHALL NOT REMAIN IN THE SLURRY LONGER THAN 2 HOURS. THE SLURRY SHALL BE APPLIED IN A UNIFORM MANNER AT A RATE THAT IS NON-EROSIVE AND MINIMIZES RUNOFF.
8. NORTH AMERICAN GREEN SC150 EROSION CONTROL BLANKETS SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 2:1. JUTE NETTING SHALL BE INSTALLED OVER STRAW MULCH OVER SEED ON ALL SLOPES 2:1 TO 4:1.
FILL (CY)
500
NET (CY)
6600 (EXCESS)
WATER SYSTEM NOTES
1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE CITY OF AMERICAN CANYON PUBLIC
WORKS DEPARTMENT ENGINEERING STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS (ENGINEERING STANDARDS) LATEST EDITION, INCLUDING ALL ADDENDA, STANDARD PLAN REVISIONS, AND SPECIAL PROVISIONS.
2. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR SHALL CONTACT THE CITY OF AMERICAN CANYON PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION AT (707) 647-4562 TO ARRANGE A
PRE-CONSTRUCTION MEETING FOR THE PURPOSE OF REVIEWING JOB REQUIREMENTS AND CITY PROCEDURES.
3. ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR ON ANY PORTION OF THE CITY'S PUBLIC WATER SYSTEM REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY OF AMERICAN CANYON.
4. THE CONTRACTOR SHALL CONTACT THE CITY OF AMERICAN CANYON PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION AT (707) 647-4562 AT LEAST 48 HOURS IN ADVANCE OF BEGINNING WORK FOR SCHEDULING OF CONSTRUCTION INSPECTIONS.
5. PRIOR TO BEGINNING ANY EXCAVATION AND TO AVOID CONFLICTS, THE CONTRACTOR SHALL
DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IN THE AREA OF THE PROPOSED WORK. SUCH EXISTING UTILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, ELECTRICAL, TELEPHONE AND CABLE T.V. CONDUITS; GAS LINES, WATER MAINS, SEWER MAINS AND DRAIN LINES.
6. ALL TRENCHING, BACKFILL, AND RE-SURFACING REQUIRED FOR INSTALLATION OF WATER SYSTEM FACILITIES SHALL BE PER ENGINEERING STANDARD DRAWINGS 4.01 AND 4.02.
7. START EXCAVATION BY EXPOSING END OF EXISTING MAIN TO DETERMINE ITS LINE AND GRADE. START NEW MAIN 8-10' FROM AND ON THE SAME LINE AND GRADE AS THE EXISTING MAIN. PIPE LAYING SHALL THEN BE ADJUSTED TO THE DEPTH OF THE NEW MAIN.
8. NO. 12 INSULATED COPPER WIRE SHALL BE LAID ON THE TOP OF AND ALONG THE ENTIRE LENGTH OF
ALL NON-METALLIC LINES AND SHALL BE EXTENDED TO THE SURFACE AT ALL VALVE LOCATIONS, BLOW-OFFS, AND METER BOXES SUFFICIENTLY FOR LOCATOR EQUIPMENT TO BE ATTACHED. FASTEN
THE WIRE TO THE CENTER LINE AT THE TOP OF THE PIPE SO AS NOT TO BE DISPLACED BY BACKFILLING PROCEDURE.
9. CAUTION TAPE SHALL BE LAID ON THE TOP OF INITIAL BACKFILL, ALONG THE ENTIRE LENGTH OF ALL WATERLINES. CAUTION TAPE SHALL BE BLUE PLASTIC TAPE, 3-INCH WIDE, MARKED “WATERLINE BURIED BELOW”.
10. AT THE LOCATION OF EACH WATER SERVICE LATERAL, THE LETTER "W" SHALL BE INSCRIBED INTO THE FACE OF THE CURB. THE LETTER "W" SHALL BE THREE INCHES HIGH AND COMPLETELY LEGIBLE.
11. EXISTING WATER VALVES TO BE OPERATED BY CITY PERSONNEL ONLY.
12. WATER LINES SHALL NOT BE PHYSICALLY CONNECTED TO THE AMERICAN CANYON WATER SYSTEM
UNTIL DISINFECTED AND TESTED IN ACCORDANCE WITH CITY STANDARDS, AND APPROVED BY CITY PERSONNEL.
13. ALL SALVAGEABLE APPURTENANCES SHALL BE RETURNED TO THE CITY OF AMERICAN CANYON CORPORATION YARD LOCATED AT 205 WETLANDS EDGE ROAD, UNLESS OTHERWISE DIRECTED.
14. THERE SHALL BE NO UN-METERED CONNECTIONS TO THE CITY'S WATER SYSTEM, INCLUDING
CONNECTIONS BYPASSING METERS FOR TESTING ON-SITE PLUMBING OR FOR OBTAINING CONSTRUCTION WATER. PRESSURE TESTING AGAINST VALVES WILL NOT BE ALLOWED.
15. ITEMS SPECIFIED IN THE ENGINEERING STANDARDS ARE APPROVED BY THE CITY ENGINEER. DEVIATIONS FROM THE ENGINEERING STANDARDS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
16. VERTICAL AND HORIZONTAL DEFLECTIONS IN WATER MAINS SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATIONS OR FITTINGS AND THRUST BLOCKS WILL BE REQUIRED.
17. WATER SERVICES SHALL BE INSTALLED OVER THE TOP OF THE UNDERGROUND JOINT TRENCH UTILITIES.
MAINTAIN MINIMUM COVER PER CITY STANDARD SPECIFICATIONS.
18. PROVIDE STANDARD BOXES FOR ALL VALVES PER AMERICAN CANYON STANDARDS. OPERATING NUT EXTENSIONS REQUIRED ONLY WHERE MAIN IS MORE THAN TEN FEET (10') DEEP.
19. ASBESTOS CEMENT PIPE (ACP) WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES.
20. PVC PIPE SHALL BE DR14.
21. ALL DUCTILE IRON PIPE AND APPURTENANCES SHALL BE WRAPPED WITH 10 MILS THICK POLYETHYLENE TUBING, CAD WELDED BONDING WIRE, AND HAVE APPROVED CATHODIC PROTECTION. ANY APPURTENANCES REMAINING EXPOSED SHALL RECEIVE TWO COATS OF KOPPERS BITUMASTIC NO. 505, OR APPROVED ALTERNATE, APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
22. WHEN A WATER MAIN AND A SEWER LINE ARE IN A PARALLEL ALIGNMENT, THERE SHALL BE MINIMUM TEN FEET (10') CLEAR SEPARATION BETWEEN THE WATER AND SEWER MAINS. WHEN A WATER MAIN
AND SEWER LINE ARE IN A PERPENDICULAR CROSSING ALIGNMENT, THERE SHALL BE MINIMUM TWELVE INCHES (12”) CLEAR SEPARATION BETWEEN WATER AND SEWER MAINS, AND NO WATER MAIN JOINTS SHALL BE ALLOWED WITHIN TEN FEET (10') OF THE SEWER LINE.
23. BACKFILL AROUND WATER LINES PROTECTED WITH POLYETHYLENE WRAP SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL BE LOW CHLORIDE, FINE SAND MATERIAL PLACED TO A MINIMUM OF SIX INCH (6") BEDDING AND TWELVE INCHES (12") ABOVE THE TOP OF THE PIPE.
24. A MINIMUM OF TWO FEET (2') OF COVER ON WATER MAINS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF STREETS, UNLESS OTHERWISE SPECIFIED BY THE PUBLIC WORKS DIRECTOR.
25. WATER SERVICES ARE TO BE INSTALLED AT EACH LOT. GALVANIZED MALLEABLE IRON FITTINGS ARE PROHIBITED.
26. PRIOR TO FINAL INSPECTION, A CROSS-CONNECTION VERIFICATION INSPECTION MUST BE PERFORMED BETWEEN THE POTABLE AND RECYCLED WATER SYSTEMS.
27. ALL BUTTERFLY VALVES SHALL BE EQUIPPED WITH FLGXMJ ADAPTER WHEN USING PVC PIPE.
28. ALL HARDWARE USED FOR UNDERGROUND INSTALLATION OF VALVES, FITTINGS, AND ALL OTHER APPURTENANCES, SHALL BE STAINLESS STEEL.
COUNTY OF NAPA UTILITY NOTES
1. THE CONTRACTOR HAS AT HIS OPTION THE FOLLOWING MATERIALS FOR STORM DRAIN PIPE:
1.1. CORRUGATED METAL PIPE, ASPHALT COATED AND DIPPED TO SUBSTANTIATE 50 YEAR SERVICE LIFE.
1.2. REINFORCED CONCRETE PIPE CLASS III.
1.3. SMOOTH WALL CORRUGATED HDPE ADS N-12 NO GREATER THAN 36" IN SIZE.
2. MINIMUM STORM DRAIN SIZE IN PUBLIC RIGHT OF WAY SHALL BE 18", EXCLUDING PERFORATED PIPE USED FOR BIOINFILTRATION BASINS.
3. STORM DRAIN DROP INLETS SHALL BE OLDCASTLE DI-4848. INLETS, OUTLETS AND RIM ELEVATION PER PLAN.
4. STORM DRAIN MANHOLES SHALL BE OLDCASTLE 48" STORM DRAIN MANHOLE WITH ECCENTRIC CONE TO GRADE. MANHOLE COVER SHALL BE DL FOUNDRY 24" CAST MANHOLE LID STAMPED "STORM DRAIN".
5. CONTRACTOR SHALL INSTALL CONDUITS FOR FUTURE UTILITIES BEFORE COMPLETING THE TOP LIFT OF PAVING, SUCH AS ELECTRICAL, COMMUNICATION, NATURAL GAS, ETC.
NAPA SANITATION DISTRICT
ANDREW DAMRON, P.E. RCE 63524 DATE
DISTRICT ENGINEER, NAPA SANITATION DISTRICT
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.04
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
RECORD SET
50 G03
ABBREVIATIONS, LEGENDS AND UTILITY CONTACT
INFORMATION
GENERAL
03 ABBREVIATIONS
A AB AGGREGATE BASE M MAX MAXIMUM
AC ASPHALT CONCRETE MBR METAL BEAM GUARD RAIL
AMCAN CITY OF AMERICAN CANYON MH MANHOLE
ARV AIR RELEASE VALVE MIN MINIMUM
B BC BEGIN CURVE MJ MECHANICAL JOINT
BFP BACKFLOW PREVENTER N N NORTH
BLDG BUILDING NCC NAPA COUNTY CODE
BO BLOWOFF NCR NAPA COUNTY RECORDS
BOP BOTTOM OF PIPE NE NORTHEAST
BSW BACK OF SIDEWALK NO. NUMBER(S)
BVC BEGIN VERTICAL CURVE NW NORTHWEST
C
CATV CABLE TV O OC ON CENTER
CI CAST IRON OD OUTSIDE DIAMETER
C/L CENTERLINE OHE OVERHEAD ELECTRIC
CO CLEANOUT OSY OUTSIDE STEM & YOKE VALVE
CONC CONCRETE PPC POINT OF CURVE
D DET DETAIL PED PEDESTRIAN
DI DROP INLET PGE PACIFIC GAS AND ELECTRIC CO.
DIA DIAMETER PH POTHOLE
DIFF DIFFFERENCE PI POINT OF INTERSECTION
DIP DUCTILE IRON PIPE POB POINT OF BEGINNING
DR DRIVE PRC POINT OF REVERSE CURVE
DWG DRAWING PT POINT OF TANGENT
D/W DRIVEWAY APRON PVC POLYVINYL CHLORIDE
DW DOMESTIC WATER PVI POINT OF VERTICAL INTERCEPT
E
E ELECTRIC PW PROCESS WATER
E EAST R R RADIUS
EC END OF CURVE RCP REINFORCED CONCRETE PIPE
(E)/EX EXISTING REV REVISION
EG EXISTING GRADE RR RAILROAD
EL ELEVATON RT RIGHT
EOP END OF PIPE RTG RIM TO GRADE
EP EDGE OF PAVEMENT R/W RIGHT OF WAY
EQ EQUAL RW RECLAIMED WATER
ESMT EASEMENT SS SLOPE
F
FG FINISH GRADE SD STORM DRAIN
FH FIRE HYDRANT SDCO STORM DRAIN CLEANOUT
FIN FINAL/FINISHED SDMH STORM DRAIN MANHOLE
FL FLOW LINE SE SOUTHEAST
FL FLANGE SS SANITARY SEWER
FM FORCE MAIN SSCO SANITARY SEWER CLEANOUT
FO FIBER OPTIC/CATV SSMH SANITARY SEWER MANHOLE
FS FIRE SERVICE ST STREET
G G GAS STA STATION
GB GRADE BREAK STD STANDARD
GM GAS METER SW SOUTHWEST
GV GATE VALVE SWK SIDEWALK
H H HORIZONTAL T
TC TOP OF CURB
HDPE HIGH DENSITY POLYETHYLENE TELE TELEPHONE
HP HIGH POINT TOB TOP OF BANK/SLOPE
HWY HIGHWAY TOE TOE OF BANK/SLOPE
HYD FIRE HYDRANT TOP TOP OF PIPE
I
ID INSIDE DIAMETER TW TOP OF WALL
INST INSTALL TYP TYPICAL
INV INVERT U UNK UNKNOWN
IRRIG IRRIGATION USA UNDERGROUND SERVICE ALERT
J
JNCT JUNCTION V VC VERTICAL CURVE
JP JOINT POLE VCP VITRIFIED CLAY PIPE
JT JOINT TRENCH VLT VAULT
L
LAT LATITUDE W W WATER
LB POUND W WEST
LF LINEAR FEET/FOOT WM WATER METER
LT LEFT WV WATER VALVE
LP LOW POINT W/ WITH
X
XFRMR TRANSFORMER
BOUNDARY LINE
CENTERLINE
FLOWLINE
FIBER ROLL/GRADING LIMIT
FIRE HYDRANT
CITY OF AMERICAN CANYON
AND STORM DRAIN
SANITARY SEWER
CONTRACTOR TO INSTALL
VERTICAL CURB & GUTTER
AREA DRAIN
CLEANOUT
DROP INLET
STANDARD
SSCO
FH WV
AD
DI
SYMBOL
SILT FENCE/GRADING LIMIT
LEGENDS
LINEWORK
SYMBOLS
UTILITY CONTACT INFORMATION
UTILITY CONTACT ADDRESS PHONE NUMBER EMAIL ADDRESS
AT& T PATRICK GORMAN
40 EXECUTIVE COURT
NAPA, CA 94558
707.258.3779 [email protected]
CITY OF AMERICAN CANYON
PUBLIC WORKS -WATER
EDISON BISNAR
4381 BROADWAY ST
AMERICAN CANYON, CA 94503
707.647.4588 [email protected]
COUNTY OF NAPA PUBLIC
WORKS - ROAD DEPARTMENT
STEVE STANGLAND
7292 SIVERADO TRAIL
YOUNTVILLE, CA 94599
707.944.0196 [email protected]
NAPA SANITATION DISTRICT MATTHEW LEMMON
1515 SOSCOL FERRY ROAD
NAPA, CA 94559
707.258.6004 [email protected]
PG&E HABIDEEN MOLAKE 1850 SOSCOL AVE
NAPA, CA 94558
707.257.5906 [email protected]
PROPERTY LINE - ADJOINER
PROPERTY LINE - INTERNAL
GRADE BREAK (TOE/TOP OF SLOPE)
CONSTRUCTION MITIGATION NOTES:
BIO 1: WITHIN 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, A
QUALIFIED BIOLOGIST SHALL CONDUCT A PRECONSTRUCTION CALIFORNIA RED-LEGGED FROG (CRLF) SURVEY TO ENSURE THAT NO CRLF ARE LOCATED ON OR IN PROXIMITY TO THE SITE. IF CRLF ARE
FOUND, THE CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE (CDFW) AND UNITED STATES FISH AND
WILDLIFE (USFW) WILL BE CONTACTED TO DETERMINE APPROPRIATE MITIGATION MEASURES AND THE WORK SHALL BE HALTED UNTIL THE CONSULTATIONS ARE COMPLETED.
METHOD OF MITIGATION MONITORING: THE PERMITTEE SHALL HAVE A CRLF SURVEY COMPLETED PRIOR TO ANY CONSTRUCTION ACTIVITIES SCHEDULED TO OCCUR ON THE SITE. THE SURVEY RESULTS SHALL BE PROVIDED TO THE NAPA COUNTY PLANNING, BUILDING AND ENVIRONMENTAL SERVICES. IN
THE EVENT CRLF ARE FOUND TO OCCUR ON-SITE CONSULTATION WILL BE SOUGHT WITH CDFW TO DEVELOP APPROPRIATE MEASURES TO REDUCE POTENTIAL IMPACTS CRLF.
BIO-2: IF CONSTRUCTION WOULD COMMENCE ANYTIME DURING THE NESTING/BREEDING SEASON OF
THE SWAINSON'S HAWK, NORTHERN HARRIER OR OTHER RAPTORS, OR OTHER BIRD SPECIES LISTED IN THE MIGRATORY BIRD TREATY ACT (TYPICALLY FEBRUARY 1 THROUGH SEPTEMBER 30), A PRECONSTRUCTION SURVEY OF THE PROJECT VICINITY FOR NESTING BIRDS SHALL BE CONDUCTED.
THIS SURVEY SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST (EXPERIENCED WITH THE NESTING BEHAVIOR OF BIRD SPECIES OF THE REGION) WITHIN 14 DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES THAT WOULD OCCUR DURING THE NESTING/BREEDING SEASON. THE
INTENT OF THE SURVEY SHOULD BE TO DETERMINE IF ACTIVE NESTS ARE PRESENT WITHIN OR ADJACENT TO THE CONSTRUCTION ZONE WITHIN APPROXIMATELY 250 FEET (300 FEET FOR RAPTORS).
THE SURVEY SHALL ALSO BE CONDUCTED IN ACCORDANCE WITH THE PROTOCOL OF THE SWAINSON'S
HAWK TECHNICAL ADVISORY COMMITTEE'S (TAC) RECOMMENDED TIMING AND METHODOLOGY FOR SWAINSON'S HAWK NESTING SURVEYS IN CALIFORNIA'S CENTRAL VALLEY. THE SURVEY SHALL
COMMENCE EARLY IN THE SWAINSON'S HAWK NESTING SEASON (LATE MARCH TO EARLY APRIL) AND SURVEYS WILL BE CONDUCTED WITHIN A MINIMUM 0.25-MILE RADIUS OF THE PROJECT AREA. THE
SURVEYS SHALL BE TIMED SUCH THAT THE LAST SURVEY IS CONCLUDED NO MORE THAN TWO WEEKS PRIOR TO INITIATION OF CONSTRUCTION. IF GROUND DISTURBANCE ACTIVITIES ARE DELAYED
FOLLOWING A SURVEY, THEN AN ADDITIONAL PRE-CONSTRUCTION SURVEY SHOULD BE CONDUCTED
SUCH THAT NO MORE THAN TWO WEEKS WILL HAVE ELAPSED BETWEEN THE LAST SURVEY AND THE COMMENCEMENT OF GROUND DISTURBANCE ACTIVITIES. IF ACTIVE NESTS ARE FOUND IN AREAS
THAT COULD BE DIRECTLY OR INDIRECTLY AFFECTED BY THE PROJECT, A NO-DISTURBANCE BUFFER
ZONE SHALL BE CREATED AROUND ACTIVE NESTS DURING THE BREEDING SEASON OR UNTIL A QUALIFIED BIOLOGIST DETERMINES THAT ALL YOUNG HAVE FLEDGED. IF ANY ACTIVE SWAINSON'S
HAWK NESTS ARE FOUND DURING THE SURVEY, CDFW RECOMMENDS A DISTURBANCE BUFFER OF AT LEAST A 0.25 MILE TO AVOID A “TAKE” OR ADVERSE IMPACTS TO SWAINSON'S HAWK. NO TREES OR VEGETATION SHALL BE REMOVED FROM THE PROJECT SITE DURING THE BREEDING PERIOD. THE SIZE
OF THE BUFFER ZONES AND TYPES OF CONSTRUCTION ACTIVITIES RESTRICTED WITHIN THEM SHOULD
BE DETERMINED THROUGH CONSULTATION WITH THE CDFW DEPENDING ON THE SPECIES, TAKING INTO ACCOUNT FACTORS SUCH AS THE FOLLOWING: · NOISE AND HUMAN DISTURBANCE LEVELS AT THE CONSTRUCTION SITE AT THE
TIME OF THE SURVEY AND THE NOISE AND DISTURBANCE EXPECTED DURING THE CONSTRUCTION ACTIVITY; · DISTANCE AND AMOUNT OF VEGETATION OR OTHER SCREENING BETWEEN THE CONSTRUCTION SITE AND THE NEST; AND
· SENSITIVITY OF INDIVIDUAL NESTING SPECIES AND BEHAVIORS OF THE NESTING BIRDS.
THE BUFFER ZONE AROUND AN ACTIVE NEST SHOULD BE ESTABLISHED IN THE FIELD WITH ORANGE
CONSTRUCTION FENCING OR ANOTHER APPROPRIATE BARRIER AND CONSTRUCTION PERSONNEL SHOULD BE INSTRUCTED ON THE SENSITIVITY OF NEST AREAS. THE QUALIFIED BIOLOGIST SHOULD
SERVE AS A CONSTRUCTION MONITOR DURING THOSE PERIODS WHEN CONSTRUCTION ACTIVITIES
WOULD OCCUR NEAR ACTIVE NEST AREAS OF SPECIAL STATUS BIRD SPECIES TO ENSURE THAT NO IMPACTS ON THESE NESTS OCCUR.
METHOD OF MITIGATION MONITORING: THE PERMITTEE SHALL HAVE A NESTING BIRD SURVEY
COMPLETED PRIOR TO ANY CONSTRUCTION ACTIVITIES SCHEDULED TO OCCUR ON THE SITE FROM FEBRUARY 1 THROUGH SEPTEMBER 30. THE SURVEY SHALL ALSO BE CONDUCTED IN ACCORDANCE
WITH THE PROTOCOL OF THE SWAINSON'S HAWK TECHNICAL ADVISORY COMMITTEE'S (TAC)
RECOMMENDED TIMING AND METHODOLOGY FOR SWAINSON'S HAWK NESTING SURVEYS IN CALIFORNIA'S CENTRAL VALLEY. THE SURVEY RESULTS SHALL BE PROVIDED TO THE NAPA COUNTY PLANNING, BUILDING AND ENVIRONMENTAL SERVICES. IN THE EVENT ANY SPECIAL-STATUS OR OTHER
PROTECTED NESTING BIRDS ARE FOUND TO OCCUR ON-SITE CONSTRUCTION ACTIVITIES WILL BE
SCHEDULED TO AVOID NESTING AND BREEDING PERIODS AND CONSULTATION WILL BE SOUGHT WITH
CDFW TO DEVELOP APPROPRIATE MEASURES TO REDUCE POTENTIAL IMPACTS TO NESTING SWAINSON 'S HAWK WHICH MAY INCLUDE PRESERVATION OF POTENTIAL FORAGING HABITAT.
CULT-1: CONSTRUCTION PERSONNEL ATTEND A BRIEF WORKSHOP CONDUCTED BY A QUALIFIED
ARCHAEOLOGIST REGARDING THE TYPES OF MATERIALS AND FEATURES THAT MAY BE ENCOUNTERED DURING CONSTRUCTION AND THE PROCEDURE TO FOLLOW IF RESOURCES ARE DISCOVERED.
METHOD OF MITIGATION MONITORING: THE PERMITTEE PROVIDE DOCUMENTATION TO THE
SATISFACTION OF THE DIRECTOR (OF NAPA COUNTY PLANNING BUILDING AND ENVIRONMENTAL
SERVICES) THAT THE WORKSHOP HAS BEEN CONDUCTED PRIOR TO ANY EARTH DISTURBING ACTIVITIES.
4. FH PER STANDARD 7.07
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.04
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
5. 1 1/2" - 2" WATER SERVICE
2 RECORD SET
51 G04
DETAILS
GENERAL
04 DESIGN AND CONSTRUCTION SPECIFICATIONS
THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 2 TO 3 INCH STONE.
THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES.
THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.
THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.
WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN,
DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
4. STABILIZED CONSTRUCTION ENTRANCE NO SCALE
PLAN
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC STREET
///\\\///\\\///\\\///\\\/// ///\\\///\\\///\\\
PROFILE
2"-3" DIA
ROCK
100' MIN
100' MIN
EXISTING
GROUND
12" MIN
EXISTING
GROUND
PUBLIC
STREET
EXISTING
CURB
PUBLIC
STREET
VARIES PER SIZE OF
PIPE 48" TYP FOR
30" PIPE VARIES 6'±
6" TO EG MIN
12" TO EG
6" TOP OF
WALL TO EG
NO. 4 REBAR @
4" OCEW MIN
LAP 12"
2. STORMDRAIN HEADWALL DETAIL
VARIESPER SIZE OF PIPE
(36" MAX FOR 30" HDPE)
NO. 4 REBAR @
SADDLE LAP
12" TYP
A
B
SECTION A
SECTION B
6" CLASS A PCC12" PCC KEY
6" PCC
VARIES 2.5'- 5'
VARIES 2-4'
PIPE INLET
/OUTLET
PER PLAN
OPTIONAL RISERS 6'
MAX
1. OLDCASTLE DI 2424, 3636, 4848 DROP INLET VARIES, RIM ELEVATION PER PLAN
PAVEMENT SECTION
PER CROSS SECTION
DETAIL
CURB OPENING AND
DEEPEN CURB PER DETAIL
SIDEWALK PER RSS
DETAIL P4 0.70' 0.50' 0.60' 1.50' 1.00' 2' 2' #4 @ 18" OC 16" MIN EMBED
LOAM/SAND MIX
60/40 RATIO
CALTRANS
CLASS II DRAIN
ROCK
36"X36" DI
SHOWN IN
BACKGROUND
OUTLET, PIPE SIZE
PER PLAN
5.50'
6" 1.20'
6"
12" CURB CUT @
5' OC, TYP
1.00'
FLOW FLOW
OUTLET, PIPE SIZE
PER PLAN
1'
SS BANDED 6"
COUPLER
6" PERF PVC
SD
6" PVC SD
5.00'
48"X48" DI
PER 1/G04
5. BIOINFILTRATION BASIN AT ROAD
CROSS SECTION @ DI PROFILE @ DI
PAVEMENT SECTION
PER CROSS SECTION
DETAIL OR HATCH
LEGEND
6. 6" VERTICAL CURB
6" 18"
6"
1/2"
BATTER
4" CLII AB
6' TRANSITION
8.33% MAX
0-3' @ BACK
OF CURB
6" CURB
3' LANDING
CURB TFC
TRUNCATED DOMES
ARMOUR TILE FY 4' WALK
R20', TYP
7. PARALLEL ADA CURB RAMP
ROCK
CRUSHED
CLEAN
3/4"X1/2" 95% COMPACTED
DRAIN
STORM CL II ABMATERIAL NATIVE COMP 90%
TYP OD 12"
SAWCUT
EX PAVEMENT 12"
SECTION PER PLAN
AREA AREA
6" CLEAN CRUSH ROCK
3/4" MINUS ON LEVEL BED
2'
FG 4.5" FROM BOTTOM
OF FIRST BLOCK LAYER
FG
FG
2 1
6'
BACKWALL SHOWN IN
BACKGROUND
CAP, TYP 5.2'
SET WING WALL 1/2 BLOCK INTO
BACKWALL 4' MAX 3' TYP
10. LANDSCAPE WALL
WALL TO BE KEYSTONE COMPAC III
CONTEMPORARY SEGMENTAL
BLOCK. INSTALL PER
MANUFACTURER'S INSTRUCTION.
PLAN VIEW
SECTION @ BACKWALL
SECTION @ WINGWALL
8. SD TRENCH
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
AC
CLII AB
AC
CURB CUT DETAIL CLII AB
12" GUTTER
6" CURB
1.00' 3
4" DEPRESSION
@BC
SECTION PLAN
START @ LIP
OF GUTTER 4"
4 X 1 1/2"
CORE HOLE
(BIO IN FILTRATION
BASIN ONLY)
4 X 1 1/2"
CORE HOLE (1 EA
SIDE BIO IN
FILTRATION BASIN
ONLY)
4'
4" SCH 40 PERF
PVC, HOLES
DOWN 3.0' (2.3' BELOW RIM)
1 CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.04
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
3. WATER SYSTEM AIR RELEASE VALVE
21" #4 REBAR DOWEL
3" EMBED FASTEN W
HILTI HIT HY-100 PER
MANUFACTURERS
INSTRUCTIONS 3
RECORD SET
52 G05
NAPA COUNTY AND AMERICAN CANYON
DETAILS
GENERAL
05 1. CURB AND GUTTER 2. SIDEWALK 3. ACCESSIBLE RAMP
4. WATER TRENCH 5. 1" WATER SERVICE
6. BLOWOFF 7. VALVE 8. FW DDCV 9. THRUST BLOCK 10. 3/4" - 2" REDUCED PRESS BFP
NOVA - KICKER
TO FL AT END
OF 90 EL
SCANNELL -
PAST FL @ 90
EL
NOVA - 5' PAST 90 EL
@ THRUST BLOCK
SCANNELL - 5'
PAST EL @
THRUST BLOCK
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.04
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
2 RECORD SET
53 G06
NAPA SANITATION DISTRICT DETAILS
GENERAL
06 1. THRUST BLOCK 2. RECYCLE WATER MAIN TRENCH 3. RECYCLE WATER BLOWOFF
4. RECYCLE WATER LATERAL
5. RECYCLE WATER REDUCED PRESS BFP
6. RECYCLE WATER GATE VALVE
7. SS CLEANOUT 8. SS MANHOLE 9. SS LATERAL
10. SS TRENCH 11. RW AIR RELEASE VALVE
SCANNELL
5' PAST BOX
NOVA - 5' PAST
BOX
NOTE: METER AND BFP TO BE
SET WHEN RW IS AVAIL AT
LATER DATE
NOTE: METER AND BFP TO BE
SET WHEN RW IS AVAIL AT
LATER DATE
SCANNELL
10' FROM CO
NOVA - 10'
TO CO
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.04
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
RECORD SET
54 11+00 12+00 13+00 14+00 15+00 16+00
EC STA:10+66.35
OFF:18.00'L
EC STA:10+83.25
OFF:18.00'R 28.00' 36.00' 36.00'
PI: 14+77.08 PC: 15+71.25
BC STA:14+08.40
OFF:18.00'L R40'
BC STA:15+28.45
OFF:10.00'L
EC STA:14+80.80
OFF:53.96'L
EC STA:14+44.75
OFF:58.60'L
56' (P) ESMT
1 2
EP
(E) WETLANDS
CONTRACTOR SHALL
PROVIDE 10' OFFSET
CONSTRUCTION FENCE
AND PROTECT FOR
ENTIRETY OF PROJECT.
62.65 FG/CL
63.51 TC
62.55 TC
12" W
REPLACE W/ATT TRAFFIC
REMOVE (E) LID AND
RATED MANHOLE COVER
12" W 12" W
HEADWALL 2 G 51L X 6D X 51H
RIM: 60.75
18"INV IN 58.55 (NW)
HEADWALL 1 H 51L X 6D X 51L
RIM: 61.14
18"INV OUT 58.93 (SE)
77LF
18" RCP SD
S=0.0050
24 24 24
DI 1I 4848
RIM: 58.54
18"INV OUT 55.17 (SE)
42LF
18" RCP SD
S=0.0050
DI 2I 4848
RIM:58.38
INV IN:54.96 18" SS (NW)
INV OUT:54.96 18" SS (SW)
HWALL 44 X 6 X 44 S=0.2903
RIM:64.02
INV IN:63.00 6" SS (NE) 8" FW 2" W 12" W 6" FW
2" W BO STA: 12+53
OFF: 29.00R
FUTURE CONNECTION
2" FW BO STA: 12+48
OFF: 29.00R
FUTURE CONNECTION 6" FW 1" W 8" FW
8" DDCV STA: 15+41
OFF: 28.00 L
CONTRACTOR SHALL
LOCATE AND TIE TO (E)
NOVA ONSITE FW SYSTEM
1" WM/BFP STA: 15+36
OFF: 28.00 L
CONTRACTOR SHALL
LOCATE AND TIE TO (E)
NOVA ONSITE W SYSTEM
28 2" W BO STA: 14+41
OFF: 83.5R
FUTURE CONNECTION
(E) W SERVICE TO
NOVA TO BE
ABANDONED IN PLACE
30 FH
STA: 16+10
OFF: 29.5R
30 FH
STA: 11+10
OFF: 29.5R
26 26
26 D
D
D
D
D
25 63.73
TC
63.40 TC
64.28 TC
64.61 TC
PVI STA:14+36.07
PVI ELEV:60.64
K:308.75
LVC:200.00 BVCS: 13+36.06 BVCE: 61.34 EVCS: 15+36.07 EVCE: 59.29 -0.70%
PI: 14+77.08
PC: 15+71.25
12" W
12" W
12" W
EG
FG
EG
FG 42" TYP
(E) 12" CMP 18" RCP SD STA:15+88.03
ELEV:55.07 VERT OFFSET W
HATCH IS 1' SEPARATION, TYP
VERT OFFSET W & RW
HATCH IS 1' SEPARATION, TYP
CROSS SLOPE TRANSITION
TO 2% PER SECTION 18" RCP SD STA:12+05.94
ELEV:58.79
2' 2'
STA:11+00.00
ELEV:63.70
GRADE TRANSITION TO STA: 11+50
STA:11+50.00
ELEV:62.65
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 63.69 63.00 63.39 62.93 62.90 62.86 62.56 62.79 62.45 62.72 62.33 62.65 62.20 62.58 62.06 62.51 61.88 62.44 61.68 62.37 61.48 62.30 61.29 62.23 61.07 62.16 60.88 62.09 60.69 62.02 60.51 61.95 60.32 61.88 60.13 61.81 60.07 61.74 60.01 61.66 59.95 61.59 59.88 61.52 59.86 61.45 59.86 61.38 59.86 61.31 59.86 61.24 59.84 61.16 59.82 61.08 59.84 61.00 59.87 60.92 59.85 60.83 59.81 60.73 59.67 60.64 59.09 60.54 59.31 60.44 59.81 60.33 59.90 60.22 59.93 60.11 59.86 59.99 59.86 59.88 59.71 59.75 59.62 59.63 59.55 59.50 59.50 59.37 59.31 59.24 59.29 59.10 59.27 58.97 59.25 58.83 59.16 58.70 59.08 58.56 59.02 58.43 58.98 58.29 58.94 58.15 58.84 58.02 58.71 57.88 58.58 57.75 52 56
60 64
68 1.54%
64.22 TC
64.37 TC
64.58 TC/BW 1.5%
63.93 FG/GB
8.13%
8.00'
12" W
24 D
64.28 TC
64.61 TC 36.00'
1.71%
63.55 TC
63.33 TC
63.47 TC/BW
62.98 FG/GB 1.5%
6.56%
7.00'
FH
STA: 11+10
63.40 TC
C05
7 DRIVEWAY PLAN AND PROFILE
STA: 11+00 - 16+50
CIVIL
1" = 20' HORIZONTAL
1" = 4' VERTICAL
Feet
0 20 40
SCARIFY AND
RECOMPACT 12"
SUBGRADE TO 95%
COMPACTION
1.5" CL II AB COMPACT TO
95% COMPACTION
0.4' TYPE "A" HOTMIX AC
4" CLASS "A" CONCRETE
OVER 4" CL II AB
COMPACT TO 95%.
SCARIFY AND
RECOMPACT 6"
SUBGRADE TO 95%
COMPACTION
2% 1.5%
6" VERTICAL CURB PER
STD P-5
DRIVEWAY SECTION
(TI = 8.0)
STA 10+83 - 14+08
NO SCALE
SCARIFY AND
RECOMPACT 12"
SUBGRADE TO 95%
COMPACTION
1.5' CL II AB COMPACT TO
95% COMPACTION
0.4' TYPE "A" HOTMIX AC
4" CLASS "A" CONCRETE
OVER 4" CL II AB
COMPACT TO 95%.
SCARIFY AND
RECOMPACT 6"
SUBGRADE TO 95%
COMPACTION
6" VERTICAL CURB PER
STD P-5
DRIVEWAY SECTION
(TI = 8.0)
STA 15+28 - 30+81
NO SCALE
10' 36'
5.5' PLANTER 4' WALK
56' EASEMENT
18' 28'
5.5' PLANTER 4' WALK
56' EASEMENT
2%
1.5% MATCHLINE SHEET C10
MATCHLINE
SHEET C06
MATCH @ (E) DRIVEWAY
10.00' PGE ESMT
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
NOTES
SCALE
KEY MAP COPYRIGHT CAB CONSULTING ENGINEERS
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
25.1. 2" WATER SVC - STD 7.03 (5/G03)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (3/G04)
FIRE (NAPA COUNTY)
32. ONSITE
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
NO. DATE BY RECORD OF REVISIONS
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
SEE ADA GRADING
DETAIL TO RIGHT
SEE ADA GRADING
DETAIL TO RIGHT
NORTH ADA RAMP GRADING DETAIL
SCALE: 1" = 10'
SOUTH ADA RAMP GRADING DETAIL
SCALE: 1" = 10'
RECORD SET
55 HWALL 1G 68L X 6D X 57H
RIM 49.79
30"INV OUT 46.71 (SW)
DI 1 G 4848
RIM 50.80
30"INV IN 46.65 (NE)
30"INV OUT 46.65 (S)
PIPE 1 G
12LF 30"SD
S=0.0050
HWALL 2G 68 X 6 X 57
RIM 49.68
30"INV IN 46.39 (N)
PIPE 2 G
52LF RCP 30"SD
S=0.0050
17+00
18+00
19+00
20+00 21+00 22+00 28.00'
BEGIN BIO 7
STA:20+56.51
OFF:18.50'R
END BIO 7
STA:22+79.57
OFF:18.50'R
PT: 19+54.02
Mid: 17+62.64
EP
EP
(E) WETLANDS
CONTRACTOR SHALL
PROVIDE 10' OFFSET
CONSTRUCTION FENCE
AND PROTECT FOR
ENTIRETY OF PROJECT.
46.39 FL
PER DETAIL C08 GRASS LINED SWALE
8'x14' 4" D50
RIPRAP
PIPE 2
449 LF
8" SS S=0.0050
SSMH 2
STA: 13+95
RIM: 53.10
8"INV IN 43.35 (W)
8"INV IN 43.35 (N)
8"INV OUT 43.25 (S)
12 12
12" W 12" W
12" W
1214 LF 8" RW
8" RW 12" W 8" RW 23 LF
24 24
24 19
18 1818
280LF
18"SD
S=0.0050
DI 3I 4848
RIM:56.80
INV IN:53.56 18" SS (E)
26 PIPE 2A
29 LF
8" SS S=0.0050
SSCO 1P (FUTURE MAIN EXTENSION)
STA: 19+92.23
RIM: 54.0
8"INV OUT 43.49 (S)
13 2" RW BO STA: 19+84.23
OFF: 33.00'R
FUTURE MAIN EXTENSION
2" W BO STA: 20+04.23
OFF: 33.00'R
FOR FUTURE SERVICE
A A
A
A
D
A
INSTALL 3-WAY
VALVE @ INTX 6" FW
FH STA: 21+10
OFF :29.50R
30 30 STA: 16+10 OFF: 29.5R
RW 1' BELOW W, TYP
RW 1' BELOW W, TYP
R506.00'
MIN 350'
D
D
12.00'
0.58%
-1.35%
PVI STA:21+62.73
PVI ELEV:50.83
K:77.55
LVC:150.00 BVCS: 20+87.73 BVCE: 51.84 EVCS: 22+37.73 EVCE: 51.26 PT: 19+54.02
Mid: 17+62.64
12" W
12" W
12" W
8" RW
EG
FG
EG
FG
EG
FG
42" TYP
48" TYP
42" TYP
12" W TEE STA:20+04.23
ELEV:49.48
8" RW TEE STA:19+84.23
ELEV:47.65
40 30" RCP SD STA:21+60.88
ELEV:46.55
VERT OFFSET
W & RW
HATCH IS 1'
SEPARATION,
TYP
ROPE OR VERT OFFSET
RW 1' BELOW W
HATCH IS 1'
SEPARATION, TYP 449 LF 8" PVC S=0.0050
SSMH 2
RIM 53.1±
8"INV IN 43.35 (W)
8"INV IN 43.35 (N)
8"INV OUT 43.25 (S)
2'
17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 57.34 58.25 57.21 58.13 57.07 57.99 56.94 57.90 56.80 57.84 56.67 57.76 56.53 57.57 56.40 57.37 56.26 57.18 56.13 57.02 55.99 56.97 55.86 56.94 55.72 56.92 55.59 56.73 55.45 56.59 55.32 56.42 55.18 56.27 55.05 56.13 54.91 56.04 54.78 56.14 54.64 56.01 54.51 55.87 54.37 55.65 54.24 55.57 54.10 55.46 53.97 55.21 53.83 54.96 53.70 54.72 53.56 54.57 53.43 54.34 53.29 54.09 53.16 53.83 53.02 53.57 52.89 53.31 52.75 53.14 52.62 52.95 52.48 52.68 52.35 52.41 52.21 52.13 52.08 51.88 51.94 51.73 51.81 51.62 51.68 51.49 51.57 51.33 51.47 51.01 51.38 50.73 51.31 50.45 51.25 49.64 51.20 49.87 51.16 50.07 51.14 50.25 51.13 50.43 51.14 50.50 51.15 50.69 51.18 50.59 51.22 50.81 51.28 51.02 51.34 51.27 51.39 51.33 51.45 51.40 51.51 51.47 40 44
48 52
56 60
30"INV IN 46.65 (NE)
30"INV OUT 46.65 (S)
HWALL 2G 68 X 6 X 57
RIM 49.68
30"INV IN 46.39 (N)
52LF RCP 30"SD
46.39 FL
46.19 FL
45.78 FL
45.25 FL
45.00 FL
GRASS LINED SWALE PER DETAIL C08
TOB
TOB 8'x14' 4" D50 RIPRAP
S=0.0040
C06
8 DRIVEWAY PLAN AND PROFILE
STA: 16+50 - 22+75
CIVIL
1" = 20' HORIZONTAL
1" = 4' VERTICAL
Feet
0 20 40
MATCHLINE SHEET C05 SHEET C07 MATCHLINE
NAPA SANITATION DISTRICT
ANDREW DAMRON, P.E. RCE 63524 DATE
DISTRICT ENGINEER, NAPA SANITATION DISTRICT
TRACER WIRE NOTES:
1. TRACER WIRE SHALL BE INSTALLED PER NAPASAN STANDARDS.
2. USE AWG NO. 10 THWN INSULATED COPPER TRACER WIRE ATTACHED TO THE TOP CENTER OF THE PIPE, SECURED WITH TAPE AT A MAXIMUM SPACING OF 10 FEET.
3. TRACER WIRE MUST BE ELECTRICALLY CONTINUOUS ALONG THE ENTIRE LENGTH OF THE PIPE WITH WIRE TERMINATIONS IN VALVE BOXES, VAULTS, METER BOXES, AIR VALVES, BLOW-OFFS, AND OTHER LATERALS/APPURTENANCES. SPLICED CONNECTIONS SHALL BE 3M SCOTCHCAST INLINE RESIN POWER CABLE SPLICE KIT 82-A1. TWISTING WIRES TOGETHER IS NOT ACCEPTABLE.
4. CONTACT NAPASAN FOR INSPECTION AND TESTING OF TRACER WIRE. TESTING SHALL OCCUR AFTER TRENCH BACKFILL AND PRIOR TO FINAL PAVING. IF THE TRACER WIRE SIGNAL IS NOT CONTINUOUS THEN IT SHALL BE EXCAVATED AND REPLACED BY THE CONTRACTOR.
INSTALL TRACER WIRE ON RW PIPE - SEE
TRACER WIRE NOTES
10.00' PGE ESMT
10.00' PGE ESMT
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
NOTES
SCALE
KEY MAP COPYRIGHT CAB CONSULTING ENGINEERS
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
25.1. 2" WATER SVC - STD 7.03 (5/G03)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (3/G04)
FIRE (NAPA COUNTY)
32. ONSITE
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
NO. DATE BY RECORD OF REVISIONS
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
MATCHLINE
SEE BELOW
30" SD CULVERT SWALE SOUTH
Feet
0 20 40 RECORD SET
56 2" W
DI 1 C 4848
RIM 48.92
24"INV OUT 43.99 (SW)
HWALL 1 C 68L X 6D X 57H
RIM 46.46
24"INV IN 43.71 (NE)
PIPE 1 C
80LF RCP 24"SD
S=0.0035
29 29 10" FW 2" W
SPLICE
BOX
83LF 6"SS
S=0.0100
89LF 8" SDR 35
S=0.0050
23+00 24+00 25+00 26+00
27+00
28+00
BEGIN BIO 6
STA:28+13.58
OFF:18.75'R
PC: 26+67.09
PT: 27+29.19
Mid: 26+98.14
EP
EP
EP
1 51.47
TC
51.00 TC
50.17 TC
43.00 FL
GRASS LINED SWALE PER DETAIL THIS SHEET
S=0.0050
8'x14' 4" D50 RIPRAP
47.65 FG/RAMP
49.34 FG/RAMP50.16
FG/RAMP
51.57 FG/RAMP
50.55 GB/WALK
51.23 GB
51.50 GB
1.0%
50.60 TC
51.50 WALK/PC
50.32 WALK/PC
3.86%
3.86%
SSMH 3
STA: 18+44
RIM: 51.37
6"INV IN 45.69 (N)
8"INV OUT 45.59 (E)
PIPE 4
26 LF
6" SS S=0.0100
12" W 2" W10" FW
8" RW
12" W
8" RW
12" W 24
24 24
18 18
25 27
10" DDCV STA: 25+55.51
OFF :28.00R 2" WM STA: 25+00.51
OFF :28.00R
2" W RPBFP STA: 25+00.51
OFF :33.00R
2" RW WM
STA: 27+71.51
OFF :28.00R
2" RW RPBRP STA: 25+71.51
OFF :33.00R
SSCO 1
RIM: 51.5
6"INV OUT 45.95 (S)
21 20
25.1 A
A
D
C
A
A 6" FW
FH STA: 26+10
OFF :29.50R
2" FW BO
STA: 23+78.73
OFF :29.50L
2" W BO
STA: 23+83.78
OFF :29.50L 8" FW 2" W
D
2" W ARV
STA: 23+57
OFF :29.50L
2" RW ARV
STA: 23+57
OFF :29.50R
30 D
26 26
31 23
12.00'
2" RW STA: 23+68.73
OFF: 29.50L
FUTURE CONNECTION
20 FUTURE CONNECTION
20 2" RW VALVE
STA: 27+75.51
R278.00'
200' MIN
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 51.47 51.57 51.56 51.63 51.76 51.69 52.02 51.74 52.27 51.78 52.45 51.81 52.71 51.82 52.98 51.83 52.82 51.82 52.64 51.81 52.59 51.78 52.53 51.74 52.48 51.68 52.42 51.62 52.29 51.55 52.14 51.46 52.05 51.36 51.92 51.25 51.83 51.14 51.71 51.02 51.59 50.91 51.45 50.80 51.33 50.68 51.20 50.57 50.13 50.45 50.06 50.34 50.00 50.22 49.96 50.11 49.42 49.99 49.44 49.88 49.46 49.77 49.44 49.65 49.32 49.54 49.22 49.42 49.14 49.31 49.12 49.19 49.05 49.08 49.05 48.97 49.14 48.85 49.20 48.74 49.06 48.62 48.96 48.51 48.78 48.39 48.67 48.28 48.55 48.16 48.30 48.05 48.04 47.94 47.83 47.82 47.66 47.71 47.53 47.59 47.41 47.48 47.23 47.36 47.05 47.25 46.89 47.14 46.76 47.02 46.60 46.91 46.42 46.79 46.25 46.69 46.14 46.60 46.06 46.52 45.99 46.45 PVI STA:23+84.22
PVI ELEV:52.12
K:86.83
LVC:150.00 BVCS: 23+09.22 BVCE: 51.68 EVCS: 24+59.22 EVCE: 51.26 -1.14% BVCS: 28+45.07 BVCE: 46.85
PC: 26+67.09 PT: 27+29.19 Mid: 26+98.14
12" W
12" W
12" W
8" RW
8" RW
8" RW
EG
FG
EG
FG
EG
FG 42" TYP 42" TYP COVER OVER W 48" TYP
42" TYP
40 24" RCP SD STA:28+16.42
FL ELEV:43.17
2" W&RW ARV STA: 23+57.63
VERT OFFSET W & RW
HATCH IS 1' SEPARATION, TYP
10" FW STA: 25+56.51 1" W STA: 25+61.51
2" RW STA: 25+71.51
SSMH 3
RIM 51.4±
6"INV IN 45.69 (N)
8"INV OUT 45.59 (E)
40 2'
44 48
52 C07
9 DRIVEWAY PLAN AND PROFILE
STA: 22+75 - 28+50
CIVIL
1" = 20' HORIZONTAL
1" = 4' VERTICAL
Feet
0 20 40
PERMANENT SPOILS LOCATION -
COMPACT TO 85% AND
HYDROSEED PER PLAN, MAX
HEIGHT 4' PERMANENT SPOILS LOCATION -
COMPACT TO 85% AND
HYDROSEED PER PLAN, MAX
HEIGHT 4' MATCHLINE SHEET C06
MATCHLINE SHEET C08
NAPA SANITATION DISTRICT
ANDREW DAMRON, P.E. RCE 63524 DATE
DISTRICT ENGINEER, NAPA SANITATION DISTRICT
INSTALL TRACER WIRE ON RW PIPE - SEE
TRACER WIRE NOTES
INSTALL TRACER WIRE ON RW PIPE - SEE
TRACER WIRE NOTES
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
NOTES
SCALE
KEY MAP COPYRIGHT CAB CONSULTING ENGINEERS
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
25.1. 2" WATER SVC - STD 7.03 (5/G03)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (3/G04)
FIRE (NAPA COUNTY)
32. ONSITE
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
NO. DATE BY RECORD OF REVISIONS
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
RECORD SET
57 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+45 46.42 46.79 46.25 46.69 46.14 46.60 46.06 46.52 45.99 46.45 45.91 46.39 45.81 46.34 45.71 46.30 45.76 46.27 46.42 46.26 46.39 46.25 46.38 46.26 46.52 46.27 46.70 46.30 46.85 46.34 46.95 46.39 46.92 46.44 46.83 46.49 46.73 46.54 46.71 46.59 46.70 46.64 46.70 46.69 46.70 46.74 46.64 46.79 46.53 46.84 46.48 46.89 46.46 46.42 46.06 45.87 46.10 46.33 46.23 46.09 45.35 44.28 44.49 44.41 44.05 43.72
0.50%
PVI STA:29+20.07
PVI ELEV:45.99
K:91.40
LVC:150.00 BVCE: 46.85 EVCS: 29+95.07 EVCE: 46.36 GRADE BREAK STA = 31+00.56 ELEV = 46.89 12" W
8" RW
12" W
8" RW
2" W/RW
BLOWOFF
EG
FG
EG
FG 42" TYP 48" TYP
40 VERT OFFSET W & RW
HATCH IS 1' SEPARATION, TYP
12" RCP SD STA:29+90.00
FL ELEV:42.89
VERT OFFSET W & RW
HATCH IS 1' SEPARATION, TYP 2'
40 44
48 52
56 60
DI 1 C 4848
RIM 48.92
24"INV OUT 43.99 (SW)
HWALL 1 C 68L X 6D X 57H
RIM 46.46
24"INV IN 43.71 (NE)
PIPE 1 C
80LF RCP 24"SD
S=0.0035 DI 1 F 4848
RIM 45.87
12"INV OUT 43.04 (S)
HWALL 1 F 44L X 6D X 44H
RIM 44.44
12"INV IN 42.77 (N)
PIPE 1 F
54LF RCP 12"SD
S=0.0050
HWALL 1 E 44L X 6D X 44H
RIM 43.67
12"INV IN 42.00 (N)
10" FW 19
29 DI PW 1 2424
RIM 48.25
8"INV IN 46.00 (N) 26LF 8" SDR 35 S=0.0050 25LF 8" SDR 35 S=0.0050 10" FW 19
28+00 29+00 30+00 31+00 32+00 32+46
BEGIN BIO 6
STA:28+13.58
OFF:18.75'R
END BIO 6
STA:31+06.01
OFF:18.75'R
STA:30+81.10
OFF:18.00'R
FIRE TRUCK TURNOUT
14.00' 14.00'
R40.00'
6 28 LF NAPA COUNTY
STD D-4 BARRICADE
56.02 46.83
TC
46.99 FG/EP
RIM = 50.0 RIM AREA = 1700 SF TOP OF SOIL = 47.75
TOP OF GRAVEL = 46.5 BOTTOM = 45.5
43.00 FL
42.17 FL
41.15 FL
42.00 FL
GRASS LINED SWALE
PER DETAIL THIS SHEET
GRASS LINED SWALE PER DETAIL THIS SHEET
S=0.0050
S=0.0050
8'x14' 4" D50
RIPRAP
8'x10' 4" D50
RIPRAP
8'x10' 4" D50
RIPRAP
GB 55.0
47.65 FG/RAMP
49.34 FG/RAMP
50.16 FG/RAMP
51.57 FG/RAMP
PGE ACCESS DRIVE
12.00'
USE POINT GRADES
PAST STA: 30+81
44.94 FG
46.78 FG
47.00 TC
46.00 TC
51.78 RIM
53.41 RIM
VARIES 3H:1V MAX
2' BENCH, TYP FROM
BACK OF WALK
0.83%
46.50 FG/MATCH
47.42 TC
47.94 TC
48.84 TC
49.96 TC
51.01 TC
50.61 TC
49.56 TC
48.44 TC
47.54 TC
47.02 TC SHEET C04 SEE PROFILE
12" W
8" RW
12" W
8" RW
24 26
24 18 18
19 2" W BO STA: 32+38
OFF: 8.00L
FUTURE CONNECTION
2" RW BO
STA: 32+38
OFF: 8.00R
FUTURE
CONNECTION A
D
2" W BO STA: 30+00
OFF: 24.00L
FUTURE CONNECTION
2" FW BO STA: 29+95
OFF: 2400L
FUTURE CONNECTION 6" FW 8" FW 2" W8" FW 2" W
2" W BO STA: 30+00
OFF: 24.00L
FUTURE CONNECTION
FH STA: 31+10
OFF: 21.1R
30 D D
D
26 26 26
26 2" RW
STA: 23+68.73
OFF: 29.50L
FUTURE CONNECTION
20 2" FW BO STA: 29+95
OFF: 24.00L
FUTURE CONNECTION
2" RW
STA: 30+10
OFF: 29.50L
FUTURE CONNECTION
20 D
HWALL 1 E 44L X 6D X 44H
RIM 43.67
12"INV IN 42.00 (N)
41.15 FL
42.00 FL
40.00 FL
GRASS LINED SWALE
PER DETAIL THIS SHEET
S=0.0050
8'x10' 4" D50 RIPRAP
2" W BO STA: 32+38
DATUM ELEV
44 46
48 50
52 54
10+00 10+50 10+70
PVI STA:10+56.32
PVI ELEV:51.09
K:2.69
LVC:25.00 BVCS: 10+43.82 BVCE: 49.69 EVCS: 10+68.82 EVCE: 51.33 PVI STA:10+18.55
PVI ELEV:46.85
K:2.69
LVC:25.00 BVCS: 10+06.05 BVCE: 46.62 EVCS: 10+31.05 EVCE: 48.25
1.91%
11.20%
1.92%
GRADE BREAK STA = 10+00.00
ELEV = 46.50
GRADE BREAK STA = 10+69.55
ELEV = 51.34 47.73 46.50 47.99 46.72 48.26 47.24 48.53 48.14 48.80 49.26 49.13 50.31 49.50 51.01 49.72 51.34 TC CALC: TC L = FG CTR + .3
TC R = FG CTR + .7 TC L: 47.02 TC R: 47.42 TC L: 47.54 TC R: 47.94 TC L: 48.44 TC R: 48.84 TC L: 49.56 TC R: 49.96 TC L: 50.61 TC R: 51.01 TC L: 51.31 TC R: 51.71 TC L: 51.64 TC R: 52.04
46.65 FG 6.83% 1.50%
47.00 TC
46.69 FG
47.10 FG
FH STA: 31+10
OFF: 21.1R
C08
10 DRIVEWAY PLAN AND PROFILE
STA: 28+50 - 32+00
CIVIL
1" = 20' HORIZONTAL
1" = 4' VERTICAL
Feet
0 20 40 MATCHLINE SHEET C07
MATCHLINE BELOW
MATCHLINE
ABOVE
6" MIN 3:1
DEPTH
VARIES 1'
FLAT BOTTOM
VARIES
NO SCALE
GRASSY SWALE
INSTALL NORTH
AMERICAN GREEN
C125BN WITH SOIL
ANCHORS @ 20' ON
CENTER AT HINGE
POINTS PER DETAIL.
SHINGLE LAP FABRIC PER
DETAIL
4' LAP
SLOPE 0.5% MIN
NAPA SANITATION DISTRICT
ANDREW DAMRON, P.E. RCE 63524 DATE
DISTRICT ENGINEER, NAPA SANITATION DISTRICT
INSTALL TRACER WIRE ON RW PIPE - SEE
TRACER WIRE NOTES
10.00' UTIL
ESMT
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
NOTES
SCALE
KEY MAP COPYRIGHT CAB CONSULTING ENGINEERS
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
25.1. 2" WATER SVC - STD 7.03 (5/G03)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (3/G04)
FIRE (NAPA COUNTY)
32. ONSITE
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
NO. DATE BY RECORD OF REVISIONS
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
64' RCP SD W/IN FUTURE ROW
Feet
0 20 40
WEST DRIVEWAY ENTRANCE PROFILE
SCALE: 1" = 10' HORIZ
1" = 5' VERT
ADA RAMP DETAIL
Feet
0 10 20 EGFGEGFG
RECORD SET
58 46+00
47+00
48+00
49+00
50+00
REMOVE (E)
BUS STOP SIGN
MOVE (E) SIGNS
TO HERE
SAWCUT LINE 4±'
FROM EP
(E) EP
INSTALL LS
RETAINING WALL MATCH (E) SW/END
DEMO
BEGIN (E) SW
DEMO
BC STA:46+49.88
OFF:44.03'L
R 20'
EC STA:46+63.35
OFF:34.00'L
BC STA:50+25.91
OFF:34.00'L R=20'
EC STA:50+46.00
OFF:51.81'L
1 3
3 R/W
R/W
R/W
R/W
MATCH (E) SW
END SW DEMO
6 6
7 STA: 48+12.53
INSTALL 144 LF
BIOINFILTATION
9 DEMO (E)
TREE
G G G G G G G G G G G G G G G G G G G G G G G G
T T T T T T T T T T T T T T T T T T T T T T T T T
RESET (E) VALVE
BOX RESET (E) VALVE
BOX TO GRADE
(E) 16" W
(E) 16" W
(E) 8" G
(E) TELE
DI 3636 2
RIM: 62.64
4"INV IN 60.34 (NW)
8"INV OUT 60.24 (S)
25LF
8"SD
S=0.0893
8LF
8"SD
S=0.0500
TERMINATE @ (E)
SDCB SEE DETAIL
THIS PAGE
SDCO DR1
RIM: 60.10
INV IN:58.00 8" SS (N)
INV OUT:58.00 8" SS (SW)
4" SDCO @
END RUN
63.20 TC
63.58 TC 64.02
TC
64.31 TC 64.90
TC 65.29
TC
65.64 TC
66.09 TC
66.30 TC/BC
65.07 TC
TOE OF FILL
TOE OF FILL
TOE OF FILL
INSTALL FIBER ROLL @
TOE OF FILL, TYP
INSTALL FIBER ROLL @
TOE OF FILL, TYP HYDROSEED FILL
SLOPES PER EROSION
CONTROL NOTES G02
63.34 TC
DATUM ELEV
60 64
68 72
46+00 63.56 63.55846+50 63.94 63.93847+00 64.34 64.33747+50 64.71 64.70748+00 65.10 65.10348+50 65.47 65.46549+00 65.79 65.78649+50 66.18 66.17950+00 66.53 66.53450+50 66.91
EXISTING GRADE DEVLIN ROAD AT ALIGNMENT
FINISH GRADE TOP OF CURB
(E) 16" W (GAS AND COMM IN BACKGROUND)
BC STA:46+49.88
OFF:44.03'L
R 20'
RAILING, TYP
G G G G G G G G G G G G G G
T T T T T T T T T T T T T T T
TOE OF FILL
60.97 FG/WALK 1.5%
2.1% 1.5%
60.85 FG/WALK
5.0%
59.25 FG/WALK 3.0%
59.00 FG/MATCH 1.5%
64.72 TW
62.52 TW
59.75 TW
63.34 TC
61.74 FG/WALK
61.41 TW
62.25 TW
59.31 FG/WALK
61.68 TCatBW
61.74 TCatFW
63.83 62.58 TWatBW
WALK
62.68 WALK
63.35 WALK
63.30 WALK/TW
62.63 WALK
62.53 WALK
61.81 WALK
61.33 WALK
61.26 WALK 61.38
WALK
61.86 WALK
63.30 TW
1.5% 8.0%
8.0%
4.0%
RETAINING WALL
MATCH (E) SW/END
DEMO
RAILING, TYP
7 DEMO (E)
TREE
G G G G G G
T T T T T T T T T
TOE OF FILL
60.89 FG/WALK
65.02 FG/WALK
4.5%
3.9% 1.5%
3% 61.07
FG/WALK
63.30 FG/WALK
63.18 FG/WALK
65.92 TW
63.70 63.74 TW
65.47 TW
TW
60.90 TW
1' BENCH 65.52
TW
65.47 TW
C09
11 DEVLIN ROAD PLAN AND PROFILE
STA: 46+50 - 50+00
CIVIL
1" = 20' HORIZONTAL
1" = 4' VERTICAL
SCARIFY AND RECOMPACT 12"
SUBGRADE TO 95% COMPACTION
2.1' CL II AB COMPCAT TO
95% COMPACTION
0.6' TYPE "A" HOTMIX AC
4" CLASS "A" CONCRETE
OVER 6" CL II AB
COMPACT TO 95%.
SCARIFY AND
RECOMPACT 6"
SUBGRADE TO 95%
COMPACTION
44' - CONTRACTOR SHALL RESURFACE EP TO EP AND PLUS 10' OF PROJECT EXTENTS WITH TYPE II MICROSUFACING PER CALTRANS STANDARD SPECIFICATION SECTION 37 VARIES 10-12.5'
4' WALK
PLANTER
VARIES
5.5-8'
VARIES
1.5% 2%
6" VERTICAL CURB PER
STD P-5
WIDENING @ (E) DEVLIN ROAD STA: 46+00 - 56+50
NO SCALE PL @ BSW DEVLIN ALIGNMENT
10' DEVLIN TFC @ EAST SIDESAWCUT @ 2' FROM EP GRIND 2" MIN (E) DEVLIN ROAD SECTION
12' LANE 12' TWLTL 12' LANE 4' BIKE
LANE
4' BIKE
LANE
2' HINGE
FILL 2:1
4'
Feet
0 20 40
ADA RAMP DETAIL (SOUTHERN RAMP)
SCALE: 1" = 10'
ADA RAMP DETAIL (NORTHERN RAMP)
SCALE: 1" = 10'
RIGHT OF WAY LINETYPES MATCHLINE SHEET C10
24"
12"
6" MIN STEM TOP OF
WALL TO FG/BOTTOM
OF WALL
4" SIDEWALK
PER NAPA COUNTY
STANDARDS
#4 REBAR @ 12" OCEW
WALL DETAIL @ RAMP
NO SCALE HEIGHT VARIES
#4 REBAR DOWEL 16" MIN EMBED TO
SIDEWALK @ 18" ON CENTER
12"6"
(N) 8" PVC
SD IN
(E) 12" PVC
SD OUT
(E) SDCB
SD CONNECTION @ (E) SDCB
NO SCALE
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
NOTES
SCALE
KEY MAP COPYRIGHT CAB CONSULTING ENGINEERS
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
25.1. 2" WATER SVC - STD 7.03 (5/G03)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (3/G04)
FIRE (NAPA COUNTY)
32. ONSITE
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
NO. DATE BY RECORD OF REVISIONS
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
RECORD SET
59 10+00
11+00
51+00 52+00 53+00 54+00 55+00 56+00
SAWCUT
2'± FROM EP, TYP
(E) EP
SAWCUT
2' FROM EP
(E) EP
STA:50+25.91
34.00'L R=20'
EC STA:50+46.00
OFF:51.81'L
BC STA:50+82.15
OFF:51.68'L R=20'
EC STA:51+02.23
OFF:34.00'L
BC STA:52+22.36
OFF:34.00'L R=40'
STA:56+20.17
OFF:22.30'L
BC STA:51+04.89
OFF:34.00'L R=40'
EC STA:10+66.35
OFF:18.00'L
EC STA:10+83.25
OFF:18.00'R
1 1
1 R/W R/W
R/W INSTALL LS
RETAINING WALL
36.00'
56' (P) ESMT
3 6
6 7
R/W R/W
STA: 52+72.87
INSTALL 52 LF
BIOINFILTATION
9 11
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 12" W
SET (E) VALVE
OX TO GRADE
RESET (E) TELMH
LID TO GRADE RESET (E)
VALVE BOX
TO GRADE
REMOVE (E) LID AND
REPLACE W/ATT TRAFFIC
RATED MANHOLE COVER
(E) 16" W
23 25
12" W
24 INSTALL 16"X16"X12"
CUT IN TEE AND VALVES
PER DETAIL THIS SHEET
STA:51+46.29
OFF: 28.91'L
DI 3636
RIM: 67.51
4"INV IN 65.31 (NW)
6"INV OUT 65.21 (SW)
8LF
6"SD
S=0.2903
HWALL 44 X 6 X 44
RIM:64.02
INV IN:63.00 6" SS (NE)
SEE FOOTING AND SECTION
DETAIL THIS PAGE
6" FW
(E) W SERVICE TO
NOVA TO BE ABANDONED IN PLACE
30 FH
STA: 11+10 OFF: 29.5R
D
D
4" SDCO @
END RUN
65.07 TC
TOE OF FILL
TOE OF FILL
68.21 TC
68.35 TC
68.60 TC
68.86 TC
69.11 TC
68.98 TC
68.98 TC
67.88 TC
66.79 TC
66.30 TC
63.73 TC
63.40 TC
67.00 TC
65.41 TC
INSTALL FIBER ROLL @
TOE OF FILL, TYP
HYDROSEED FILL
SLOPES PER EROSION
CONTROL NOTES G02
66.59 TC
65.58 TC
65.04 TC
66.16 TC
64.28 TC
64.61 TC
INSTALL 16"X16"X12"
CUT IN TEE AND VALVES
PER DETAIL THIS SHEET
STA:51+46.29
OFF: 28.91'L
(E) 24" RCP SD @ FACE
OF NEW CURB
50+50 66.91 66.90651+00 67.30 67.30351+50 67.78 67.78052+00 68.27 68.26552+50 68.79 68.78853+00 69.07 69.07153+50 69.38 69.37654+00 69.56 69.56154+50 69.42 69.41955+00 68.85 68.85355+50 67.84 67.84256+00 66.56 66.557
EXISTING GRADE DEVLIN ROAD AT ALIGNMENT
FINISH GRADE TOP OF CURB GB/HIGHPOINT DRIVEWAY INTERSECTIONS STA 54+17
DATUM ELEV
60 64
68 72
46+00 63.56
C10
12 DEVLIN ROAD PLAN AND PROFILE
STA: 50+00 - 56+50
CIVIL
1" = 20' HORIZONTAL
1" = 4' VERTICAL
Feet
0 20 40
MATCHLINE SHEET C05 MATCHLINE SHEET C09 RIGHT OF WAY LINETYPES 16" RESILIENT
WEDGE MJ
VALVE
16" RESILIENT
WEDGE MJ
VALVE
16" X 16" X 12"
DI TEE
(E) 8"
C900
(E) 16" C905 12" C900
THREE WAY VALVE DETAIL @ DEVLIN ROAD
NO SCALE
IRREVOCABLE
OFFER OF
DEDICATION
0.67'
24" 12" 1.00'
18"
SEE G04 FOR
BIOINFILTRATION
PLANTER SPEC AND
FINISH GRADE DETAIL
5.50' 4.00' 3.23' DEEPEN BACK OF CURB TO MATH BOTTOM OF DRAIN ROCK 2H:1V FILL SLOPE TYP
24" FOOTING ON BACK AND
SIDES OF BIOINFILTRATION
PLANTER
#4 REBAR @ 12" O.C.E.W
#4 REBAR @ 16" O.C.E.W
BIOINFILTRATION PLANTER
DETAIL @ STA 52+72
NO SCALE
#4 REBAR @ 12" O.C.E.W
16" DI COUPLING
FLANGE
16" DI COUPLING
FLANGE
12" RESILIENT
WEDGE MJ
VALVE
12" DI COUPLING
FLANGE
MEGALUG
RESTRAINT
MEGALUG
RESTRAINT
MEGALUG
RESTRAINT
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
NOTES
SCALE
KEY MAP COPYRIGHT CAB CONSULTING ENGINEERS
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
25.1. 2" WATER SVC - STD 7.03 (5/G03)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (3/G04)
FIRE (NAPA COUNTY)
32. ONSITE
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
NO. DATE BY RECORD OF REVISIONS
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
RECORD SET
16"-8" REDUCER
12"x12"x12"
12"
12" C900 12"x8" 12" 12"
60 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
34.1 34.1
6 SS
SS
SS
SS
SS
SS
SS
SS
SS
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
SCALE COPYRIGHT CAB CONSULTING ENGINEERS
KEY MAP
NOTES
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (1/C02)
FIRE (NAPA COUNTY)
32. (ONSITE)
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
RECORD SET
SS00
13 OFFSITE SANITARY SEWER IMPROVEMENTS
OVERVIEW
1" = 60' HORIZONTAL
CIVIL
Feet
0 100 200
BEGIN SS AT (E)
SSMH
BEGIN NEW RW
HERE
(E) 10" VCP SS
THROUGH
SOMKY
(E) 8" PVC SS
THROUGH
NOVA
SSCO/RW BLOW OFF
FOR FUTURE
FINAL SSMH TO CONNECTION
NOVA WINE
WAREHOUSE
RW BLOW OFF FOR
FUTURE
CONNECTION
8" RW
8" RW 8" SS
8" RW 8" SS
(E) 8" PVC SS
NEW GATE
AND ACCESS
FROM SOMKY
NAPA SANITATION DISTRICT
ANDREW DAMRON, P.E. RCE 63524 DATE
DISTRICT ENGINEER, NAPA SANITATION DISTRICT
NOTE: CONTRACTOR SHALL PERFORM CCTV
INSPECTION OF THE EXISTING PRIVATE SEWER
MAINS AND SUBMIT THE RESULTS TO NSD FOR
REVIEW. PRIOR TO TAKING OWNERSHIP OF THE
MAINS, NSD WILL DETERMINE IF ANY REPAIRS
NEED TO BE MADE.
NOTE: CONTRACTOR SHALL PERFORM CCTV
INSPECTION OF THE EXISTING PRIVATE SEWER
MAINS AND SUBMIT THE RESULTS TO NSD FOR
REVIEW. PRIOR TO TAKING OWNERSHIP OF THE
MAINS, NSD WILL DETERMINE IF ANY REPAIRS
NEED TO BE MADE.
61 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS SS
2" RW
BLOWOFF AT
END OF LINE
805 LF 8" RW
23 R300.00'
200' MIN
STA: 05+88 - 06+02
INSTALL 14" GALVANIZED SWING
GATE PER DETAIL. RESET (E)
BARBED WIRE FENCE TO MATCH
ENDS OF GATE
A
R50.00' 30.00' RW/SS ESMT
R50.00'
(E) VCP 2 260 LF 8" SS S=0.0180
(E) VCP 1 10" SS S=0.0043 198 LF
(E) SSMH S74-009
STA: 7+70
RIM: 44.67
8"INV IN 36.76 (N)
8"INV OUT 32.70 (S)
(E) SSMH S74-010
STA: 5+10
RIM: 31.54
8"INV IN 28.02 (N)
10"INV OUT 23.49 (SW) RIM: 30.61 10"INV IN 22.64 (NE)
6.00' WIDEN
AROUND SSMH
35'
35'
6.00' WIDEN
AROUND SSMH
(E) VCP 3
250 LF
8" SS S=0.0180
2:1
2:1
2:1
CUT LIMIT
12' SS/RW ACCESS ROAD
(HATCH) SEE SECTION
EQUIPMENT STAGING &
WASTE MANAGEMENT AREA
FIBERROLL
4+22
5+00
6+00
7+00
8+00
9+00
CUT LIMIT
DATUM ELEV
20 24
28 32
36 40
44 48
4+00 4+40 31.50 31.48 31.64 31.864+80 31.52 32.23 31.14 32.615+20 31.58 32.99 32.38 33.375+60 32.83 33.74 33.08 34.126+00 33.80 34.53 34.40 35.076+40 34.93 35.74 35.65 36.566+80 41.37 37.52 41.59 38.627+20 41.37 39.85 42.01 41.117+60 43.49 42.34 43.97 43.458+00 44.75 44.42 45.30 45.258+40 45.82 45.94 46.33 46.498+80 46.65 46.91 47.05 47.249+20 47.59 47.58 47.74 47.919+60 48.13 48.25 48.53 48.58
1.89%
6.28%
1.67%
GRADE BREAK STA = 4+21.71
ELEV = 31.133
GRADE BREAK STA = 9+87.35
ELEV = 48.704
PVI STA: 6+49.84
PVI ELEV: 35.44
K: 28.51
LVC: 125.28 BVCS: 5+87.20 BVCE: 34.26 EVCS: 7+12.48 EVCE: 39.38 PVI STA: 8+15.02
PVI ELEV: 45.82
K: 28.89
LVC: 133.21 BVCE: 41.64 BVCS: 7+48.41 EVCE: 46.94 EVCS: 8+81.62 42"
8" RW
8" RW
42"42"
STA: 06+43.10
INSTALL 2" RW BO
DETAIL RW-6
(E) SSMH S74-009
STA:7+70.41 OFF:0.00
RIM:44.67
ADJUST RIM TO GRADE AS NECESSARY
TO MATCH FG OF SS/RW ESMT RD
INV IN:36.76 8" PVC
INV OUT:32.70 8" PVC
(E) SSMH S74-010
STA:5+10.40 OFF:0.00
RIM:31.54
ADJUST RIM TO GRADE AS NECESSARY
TO MATCH FG OF SS/RW ESMT RD
INV IN:28.02 8" PVC
INV OUT:23.49 10" PVC
198 LF 10" (E) SS S= 0.0043
260 LF 8" (E) SS S= 0.0180
250 LF 8" (E) SS S= 0.0180
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
SCALE COPYRIGHT CAB CONSULTING ENGINEERS
KEY MAP
NOTES
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (1/C02)
FIRE (NAPA COUNTY)
32. (ONSITE)
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
RECORD SET
SS01
14 OFFSITE SANITARY SEWER IMPROVEMENTS
ACCESS ROAD STA: 04+22-09+30
1" = 20' HORIZONTAL
1" = 4' VERTICAL
CIVIL SEE SHEET SS02 SEE SHEET SS02
NAPA SANITATION DISTRICT
ANDREW DAMRON, P.E. RCE 63524 DATE
DISTRICT ENGINEER, NAPA SANITATION DISTRICT
Feet
0 20 40
30' SSE
10'
8" PVC RW 8" PVC SS
12' SS ACCESS ROAD
8" CL II AB COMPACTED TO 95%.
SCARIFY AND RECOMPACT 12"
SUBGRADE TO 90% RELATIVE
COMPACTION
2%
DETAIL A - 12' SS ACCESS ROAD
SEE DETAIL
"A" BELOW
AND APPROVAL
ENGINEER'S REVIEW
SHOP DRAWINGS FOR
CONTRACTOR TO PROVIDE
GATE ASSEMBLY
3" STEEL PIPE
PIER (TYP)
24" X 36" DEEP
14' CLEAR
SS ACCESS GATE
SEE TRACER WIRE
NOTES C06
SEE TRACER WIRE
NOTES C06
CONTRACTOR OR OWNER TO
REMOVE ALL EQUIPMENT AND
DEBRIS FROM WITHIN 30' ESMT
LOCK TO BE
PROVIDED BY NSD
NOTE: RW LOCATING POSTS TO BE PROVIDED WITHIN THE
EASEMENT PER NSD STANDARDS AND AT THE DIRECTION OF
THE NSD INSPECTOR
NOTE: RW JOINT RESTRAINTS SHALL BE ADDED AS NECESSARY.
62 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 20+00 21+00 BEGIN BIO 7
STA:20+56.51
OFF:18.50'R
PT: 19+54.02
30' RW/SS ESMT
SSMH 1 S74-008
STA: 10+20
RIM: 49.42
REMOVE (E) SSMH AND INSTALL NEW SSMH
PER SS-9/9A. CONNECT TO (E) SS PER
DETAIL A THIS SHEET. RECORD INV 38.42
INV EL +3.98' ABOVE RECORD
8"INV IN 41.35 (N)
8"INV IN 41.28 (NE)
8"INV OUT 41.25 (S)
PIPE 1
379 LF
8" SS S=0.0050
SSMH 2
STA: 13+95
RIM: 53.10
8"INV IN 43.35 (W)
8"INV IN 43.35 (N)
8"INV OUT 43.25 (S) 12 12" W 1214 LF 8" RW
12" W
8" RW
23 LF 24 18 18 2" RW BO STA: 19+84.23 2" W BO STA: 20+04.23 OFF: 33.00'R R300.00'
200' MIN
23 STA: 12+26.12 0FF 12L
INSTALL 2" RW ARV
A
A
A
A
A
D
A INSTALL 3-WAY VALVE @ INTX RW 1' BELOW W, TYP RW 1' BELOW W, TYP D 12.00'
35'
(E) SS LAT 8" SS S=0.0050 213 LF +/-
6.00' WIDEN
AROUND SSMH
(E) VCP 3
250 LF
8" SS S=0.0180
SSCO 1A
@ EDGE OF ESMT
MATCH (E) FL
STA: 10+33
RIM: TO GRADE
8"INV IN 41.37 (NE)
8"INV OUT 41.37 (SW)
13 STA: 10+59 0FF 10L
INSTALL 8" RW VALVE
A
EQUIPMENT STAGING &
WASTE MANAGEMENT AREA
FIBERROLL
10+00
CUT LIMIT
DATUM ELEV
40 44
48 52
56 60
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
379 LF 8" SS S= 0.0050
SSMH 1
RIM:49.42
INV IN:41.35 8" SS (N)
INV IN:41.28 8" SS (NE)
INV OUT:41.25 8" SS (S) 5.24' 3' MIN
8"X8" TEE IN
DRIVEWAY
8" RW
8" RW
SSMH 2
RIM:53.10
INV IN:43.35 8" SS (W)
INV IN:43.35 8" SS (N)
INV OUT:43.25 8" SS (S)
(E) 8" VCP SS
STA:12+26.12
ELEV:53.62
INSTALL 2" RW ARV
RW-16
FG
DRIVEWAY
12" W AT
EDGE OF ROAD 1'
CAB
CONSULTING
ENGINEERS
PO BOX 140
NAPA, CA 94559
C 707.694.6479
1 2 3 5 6 7 8 9 10 11 12
1 2 3 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
A
B
C
D
E
F
G
JOB NO.
DRAWING NO.
SHEET NO.
2019.03
OF 17
DRAWN
CHECKED
DATE
CAB
CAB
2022.08.24
NO. DATE BY RECORD OF REVISIONS COPPER PEAK LOGISTICS WINE WAREHOUSE
IMPROVEMENT PLANS
0 1 2
VERIFY SCALE
SCALE OF THIS BAR IS 2-INCHES
ON ORIGINAL DRAWING
SCALE COPYRIGHT CAB CONSULTING ENGINEERS
KEY MAP
NOTES
GENERAL NOTES:
ROAD AND STREET STANDARDS (NAPA CO)
1. CURB AND GUTTER - DETAIL P5 (1/G05)
2. CURB - DETAIL 6/G04
3. SIDEWALK - MODIFIED DETAIL P6 (2/G05)
4. ACCESSIBLE RAMP - DETAIL D10 (3/G05)
5. PARALLEL ADA RAMP - 7/G04
6. (ONSITE)
7. LANDSCAPE WALL - DETAIL 10/G04
STORM DRAIN (NAPA CO)
8. 48" PRECAST DROP INLET PER DETAIL 1/G04
9. BIOINFILTRATION AND CURB CUT PER DETAIL
5/G04
10. SD TRENCH PER DETAIL 8/G04
11. SD HEADWALL PER DETAIL 2/G04
SEWER (NSD)
12. 48" STANDARD SSMH PER STD SS-9/9A WITH
24" FRAME SS-14 (8/G06)
13. SSCO SS-1 (7/G06)
14. SS LATERAL SS-4/6 (9/G06)
15. SS TRENCH SECTION SS-24 (10/G06)
16. SS LATERAL TRENCH SS-29
RECLAIMED WATER (NSD)
17. THRUST BLOCK - RW-2 (1/G06)
18. TRENCH - RW-4 (2/G06)
19. 2" BLOWOFF - RW-6 (3/G06)
20. 2" RW LATERAL - RW-8 (4/G06)
21. REDUCED PRESSURE DEVICE - RW-12 (5/G06)
22. GATE VALVES - DETAIL RW-13 (6/G06)
23. 2" AIR RELEASE VALVE - RW-16 (11/G06)
WATER (AMCAN)
24. WATER TRENCH - STD 4.01 (4/G05)
25. 1" WATER SERVICE - STD 7.02/7.13 (5&10/G05)
26. BLOWOFF - STD 7.04 (6/G05)
27. VALVE - STD 7.06 (7/G05)
28. FW DDCV - STD 7.08 (8/G05)
29. THRUST BLOCK - STD 7.12 (9/G05)
30. FIRE HYDRANT - STD 7.07 (4/G03)
31. AIR RELEASE VALVE - STD 7.05 (1/C02)
FIRE (NAPA COUNTY)
32. (ONSITE)
STORM DRAIN (PRIVATE)
33. (ONSITE)
34. (ONSITE)
RECLAIMED WATER EMER SYSTEM
35. (ONSITE)
36. (ONSITE)
CATHODIC PROTECTION
A. 8" DI FITTINGS & VALVES (RW/FW/W) - 1/CP-1
B. 6" DI FH LATERALS - 2/CP-1
C. 8" DDCV, FDC, PIV ASSEMBLIES - 2&3/CP-2
D. 10"/12" DI FITTINGS (W) - 1/CP-1
LABELS ANNOTATED WITH: X
1 2022.09.06 CAB REVISED ADA RAMP / WEST ENTR APPR
2 2022.09.07 CAB WATER SERVICE REVISION @ BUILDING
3 2022.11.16 CAB ADD TREE DEMO C09 AND REV BIO BASIN REBAR G04 4 2022.12.16 CAB DEVLIN RAMP MOD AND DWAY (E) UTIL VAULT ADD 5 2023.04.07 CAB WEST DWAY ENTRY MOD, SWALE FROM 30" CULVERT 6 2023.10.04 CAB AMERICAN CANYON RECORD SET
RECORD SET
SS02
15 OFFSITE SANITARY SEWER IMPROVEMENTS
ACCESS ROAD AND SS STA: 09+30-13+98
1" = 20' HORIZONTAL
1" = 4' VERTICAL
CIVIL SEE SHEET C6.0 SEE SHEET C6.0 SEE SHEET SS01
SEE C06 FOR TRACER
WIRE NOTES
DETAIL A - SSMH 1 - 74-008
(E) 8" VCP
(E) 8" VCP 8" PVC
48" Ø SSMH
8" PVC
CONNECT TO (E) VCP WITH FERNCO
8" BANDED STEEL COUPLING
MODEL 1002-882RC, TYP OF 2
8" PVC
NAPA SANITATION DISTRICT
ANDREW DAMRON, P.E. RCE 63524 DATE
DISTRICT ENGINEER, NAPA SANITATION DISTRICT
Feet
0 20 40
12' SS ACCESS ROAD SEE
DETAIL "A" SS01
CONTRACTOR OR OWNER TO
REMOVE ALL EQUIPMENT AND
DEBRIS FROM WITHIN 30' ESMT
SSCO 1A PER PLAN
8" PVC
63 SHEET NO. DRAWING DESCRIPTION TITLE SHEET, ANODE SCHEDULE, CATHODIC PROTECTION DETAILS CATHODIC PROTECTION DETAILS CP-1 CP-2 12 GRADE #10 AWG/THHN (BLACK) ANODE CABLE #6 AWG/HMWPE BOND CABLE CABLE TO PIPE CONNECTION SEE DETAIL 4/CP-2 PREPACKAGED MAGNESIUM ANODE (9-LB HP MG ALLOY) SEE DETAIL 2, THIS SHEET NONMETALLIC PIPE #6 AWG/HMWPE BOND CABLE (TYP.) DUCTILE IRON (METALLIC) FITTING EXOTHERMIC WELD CABLE TO PIPE CONNECTION (TYP.) SEE DETAIL 4/CP-2 NONMETALLIC PIPE PREPACKAGED MAGNESIUM ANODE (9-LB HP MG ALLOY) SEE DETAIL 2, THIS SHEET #10 AWG THHN (BLACK) ANODE CABLE INSTALLATION NOTES: 1. TYPICAL FOR SINGLE TEES, BENDS (45°, 22.5°, ETC.), COUPLINGS, INLINE VALVES, BLOW-OFF ASSEMBLIES, ETC. ON PVC PIPE.
ANY MECHANICAL JOINT RESTRAINTS SHALL BE BONDED TO THE FITTING IF FEASIBLE, USING A SINGLE #6 AWG/HMWPE WIRE JUMPER. 2. THIS DETAIL CAN BE USED FOR UP TO (2) DUCTILE IRON FITTINGS WITHIN 10 FEET OF EACH OTHER. THE FITTINGS MUST BE BONDED WITH #6 AWG/HMWPE WIRE JUMPER. THE DIRECT-CONNECT ANODE CAN BE BONDED TO EITHER FITTING. 3. THE ANODE MUST BE SPACED A MINIMUM OF 5' LATERALLY FROM EACH DIP FITTING, AT OR BELOW PIPE BOTTOM, BUT A MIN 5' BELOW GRADE. HIGH POTENTIAL MAGNESIUM ALLOY SPECIFICATIONS ELEMENT Al Mn CuNi Fe OTHER Mg CONTENT % 0.010 0.5-1.3 MIN 0.02 MAX 0.001 MAX 0.03 MAX 0.3 MAX TOTAL REMAINDER INSTALLATION NOTES 1. IF ANODE IS SHIPPED IN A PLASTIC BAG, REMOVE IT BEFORE INSTALLATION. DO NOT REMOVE OR DAMAGE/CUT THE CLOTH SACK WHICH CONTAINS PACKAGED BACKFILL. 2. DO NOT LIFT OR LOWER ANODE INTO VAULT BY LEAD WIRE. 3. ANODES TO BE INSTALLED VERTICALLY OR HORIZONTALLY, SUCH THAT THE TOP OF THE ANODE IS PLACED AT OR BELOW THE BOTTOM OF THE FITTING, AT A MINIMUM DEPTH OF 5 FEET BELOW GRADE. 4. A MINIMUM OF 5 FEET DISTANCE SHALL BE MAINTAINED BETWEEN THE ANODE AND EACH FITTING OR PIPE SEGMENT TO BE PROTECTED.CAREFULLY ROUTE THE ANODE LEAD CABLE TO ITS PIPE CONNECTION TO PREVENT DAMAGE DURING BACKFILLING. 5. ANODES SHALL BACKFILLED WITH NATIVE SOIL FREE OF ROCKS AND DEBRIS WHICH MAY DAMAGE THE CLOTH SACK. SATURATE THE SURROUNDING SOILS DURING BACKFILLING TO ACTIVE THE ANODE. 6. NO TEST STATION IS REQUIRED FOR DIRECT-CONNECT ANODES, HOWEVER TESTING SHALL BE CONDUCTED TO ENSURE PROPER ANODE-TO-STRUCTURE CONNECTION. #10 AWG THHN (BLACK) ANODE CABLE SECURE WITH TIE WIRE SILVER SOLDERED CONNECTION EPOXY MAGNESIUM ALLOY INGOT, SIZE VARIES PER ANODE WEIGHT (SEE HIGH POTENTIAL ALLOY SPECIFICATIONS) GALVANIZED STEEL CORE CLOTH BAG PACKAGED BACKFILL (SEE BACKFILL SPECIFICATIONS) BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE INGOT WEIGHT: 17-LB OR 9-LB PACKAGED WEIGHT: 42-LB OR 24-LB (APPROX.) DIRECT CONNECT ANODE SCHEDULE PIPING SYSTEM DIAMETER STRUCTURE(S) PROVIDED WITH CATHODIC PROTECTION (QTY) ANODE SIZE & TYPE CP DETAIL EST. QUANTITY* RECYCLED WATER (RW) 2-INCH NONE - NA - 8-INCH DUCTILE IRON FITTINGS (BENDS, TEES, COUPLINGS, INLINE VALVES, BO'S, ETC.) (1) 9-LB HP MAG 1/CP-1 12 FIRE WATER (FW) 6-INCH FIRE HYDRANT LATERALS (TEE TO FH) (1) 17-LB HP MAG 1/CP-2 7 8-INCH DDCV AND FDC / PIV ASSEMBLIES (1) 17-LB HP MAG 2/CP-2 AND 3/CP-2 2 8-INCH DUCTILE IRON FITTINGS (BENDS, TEES, COUPLINGS, INLINE VALVES, ETC.) (1) 9-LB HP MAG 1/CP-1 11 WATER (W) 2-INCH NONE - NA - 3-INCH NONE - NA - 12-INCH DUCTILE IRON FITTINGS (BENDS, TEES, COUPLINGS, INLINE VALVES, BO'S, ETC.) (1) 9-LB HP MAG 1/CP-1 7 INSTALLATION NOTES: *INLINE (STRAIGHT) COUPLINGS ARE NOT INCLUDED IN THE ABOVE QUANTITY OF INSTALLATION LOCATIONS. QUANTITY OF DUCTILE IRON FITTINGS AND APPURTENANCES ARE APPROXIMATE, AND SUBJECT TO CHANGE. UP TO TWO METALLIC FITTINGS INSTALLED WITHIN 10-FEET LATERAL SEPARATION CAN BE BONDED TOGETHER USING #6AWG/HMWPE JUMPER WIRE AND UTILIZE A SINGLE DIRECT-CONNECT ANODE TO ONE OF THE FITTINGS. ABBREVIATIONS CP CATHODIC PROTECTION GACP GALVANIC CATHODIC PROTECTION (E) EXISTING STA STATION HP MAG HIGH-POTENTIAL MAGNESIUM (ANODE) TS TEST STATION ATS ANODE TEST STATION DIP DUCTILE IRON PIPE DCA DIRECT CONNECT ANODE TYP TYPICAL PIV POST INDICATOR VALVE FDC FIRE DEPARTMENT CONNECTION W WATER RW RECYCLED WATER FW FIRE WATER MECHANICAL JOINT RESTRAINT (METALLIC) PLAN VIEW ELEVATION VIEW 5' MIN. 1 TITLE SHEET 2
GALVANIC ANODE CATHODIC PROTECTION SYSTEM
FOR DUCTILE IRON FITTINGS AND APPURTENANCES
CAB CONSULTING ENGINEERS
PACIFIC NORTHWEST OFFICE | 2625C BARRINGTON CT, HAYWARD CA 94545 NOVA WINE WAREHOUSE | AMERICAN CANYON, CA
RECORD SET
64 FDC PIV #6 AWG/HMWPE BOND CABLE (TYP.) #6 AWG/HMWPE BOND CABLES (TYP.) EXOTHERMIC WELD PIPE TO CABLE CONNECTION SEE DETAIL: #10 AWG/THHN (BLACK) ANODE CABLE TO FIRE HYDRANT INSTALLATION NOTES: 1. TYPICAL FOR CP SYSTEM INSTALLATION; EXACT CONFIGURATION OF PIPING IS SUBJECT TO CHANGE. 2. DISTANCE FROM TEE AT FW MAIN TO FH RISER WILL VARY; INSTALL BOND JUMPERS AND ROUTE ALONG THE SECTION OF NON-METALLIC PIPE. DISTANCE SHALL NOT EXCEED 50 FEET. BOND ALL BURIED, NON-WELDED METALLIC PIPE JOINTS. 3. IF DISTANCE EXCEEDS 50 FEET FROM TEE TO FH RISER, INSTALL A DEDICATED ANODE (9-LB) AT THE LOCATION OF THE TEE AND UTILIZE THE ANODE (17-LB) ANODE FOR THE FH RISER. 4. PLACE ANODE BETWEEN TEE AND FH RISER (APPROX.), AT OR BELOW PIPE BOTTOM (MINIMUM 5' BELOW GRADE). ANODE MUST BE SPACED A MINIMUM OF 5' LATERALLY FROM EACH DIP FITTING. NON-METALLIC PIPE INSTALLATION NOTES: 1. TYPICAL FOR CP SYSTEM INSTALLATION; EXACT CONFIGURATION OF ABOVE-GRADE PIPING IS SUBJECT TO CHANGE. 2. BOND ALL BURIED, NON-WELDED METALLIC PIPE JOINTS 3. PLACE ANODE AT OR BELOW PIPE BOTTOM (MINIMUM 5' BELOW GRADE). ANODE MUST BE SPACED A MINIMUM OF 5' LATERALLY FROM EACH DIP FITTING, FROM CITY WATER MAIN FROM PIV TO FW SYSTEM INSTALLATION NOTES: 1. TYPICAL FOR CP SYSTEM INSTALLATION; EXACT CONFIGURATION OF PIPING IS SUBJECT TO CHANGE. 2. PIV AND FDC CAN BE BONDED TOGETHER AND UTILIZED A SINGLE ANODE AND TEST STATION IF LATERAL SEPARATION DISTANCE IS LESS THAN 15 FEET. 3. BOND ALL BURIED, NON-WELDED METALLIC PIPE JOINTS.
4. ANODE MUST BE SPACED A MINIMUM OF 5' LATERALLY FROM EACH DIP FITTING, AT OR BELOW PIPE BOTTOM (MIN 5' BELOW GRADE). HOLD HANDLE GRAPHITE COVERWIRE GRAPHITE MOLD METAL DISC METAL WELDING POWDER STARTING POWDER SLEEVE STRUCTURE SURFACE STRUCTURE JOINT BOND CABLE OR CABLE TO TEST STATION (SIZE AS REQUIRED) EXOTHERMIC WELD (TYP.) WELD CAP "HANDY-CAP" MASTIC COPPER SLEEVE STEP 1) GRIND STRUCTURE CONNECTION AREA (3"x 3") TO BARE SHINY METAL AND CLEAN. STEP 2) STRIP INSULATION FROM WIRE. ATTACH SLEEVE. STEP 3) HOLD MOLD FIRMLY WITH OPENING AWAY FROM OPERATOR AND IGNITE WITH FLINT GUN. STEP 4) REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS. STEP 5) COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A BITUMINOUS COATING COMPOUND. NOTE: PROCEDURE SHOWN ABOVE IS TO BE USED AS A GENERAL GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC INSTALLATION INSTRUCTIONS. MECHANICAL JOINT RESTRAINT (METALLIC) PREPACKAGED MAGNESIUM ANODE (17-LB HP MG ALLOY) SEE DETAIL 2/CP-1 MECHANICAL JOINT RESTRAINT (METALLIC) GRADE TO FW SYSTEM EXOTHERMIC WELD PIPE TO CABLE CONNECTION SEE DETAIL: 5' MIN. DUCTILE IRON RISER MECHANICAL JOINT RESTRAINT (METALLIC) EXOTHERMIC WELDS (TYP.) SEE DETAIL 4, THIS SHEET NON-METALLIC PIPE BETWEEN TEE AND FH - DISTANCE VARIES, SEE NOTES TEE TO 8-INCH FW MAIN (2) #6 AWG/HMWPE STRANDED (BLACK) BOND CABLES (TYP.) DUCTILE IRON FITTINGS PREPACKAGED MAGNESIUM ANODE (17-LB HP MG ALLOY) SEE DETAIL 2/CP-1 #10 AWG/THHN (BLACK) ANODE CABLE DUCTILE IRON RISER DUCTILE IRON FITTINGS (2) #6 AWG/HMWPE STRANDED (BLACK) BOND CABLES (TYP.) EXOTHERMIC WELDS (TYP.) SEE DETAIL 4, THIS SHEET PREPACKAGED MAGNESIUM ANODE (17-LB HP MG ALLOY) SEE DETAIL 2/CP-1 NON-METALLIC PIPE #10 AWG/THHN (BLACK) ANODE CABLE 5' MIN. 5' MIN. 2 CATHODIC PROTECTION SYSTEM DETAILS 2
GALVANIC ANODE CATHODIC PROTECTION SYSTEM
FOR DUCTILE IRON FITTINGS AND APPURTENANCES
CAB CONSULTING ENGINEERS
PACIFIC NORTHWEST OFFICE | 2625C BARRINGTON CT, HAYWARD CA 94545 NOVA WINE WAREHOUSE | AMERICAN CANYON, CA
RECORD SET
65 CAB Consulting Engineers October 6th, 2023
851 Napa Valley Corporate Way Suite Napa, CA 94558 707.694.6479 City of American Canyon Public Works
C/O Erica Ahmann Smithies
4381 Broadway St, Ste 210
American Canyon, CA 94503
Re: Nova Business Park North/Copper Peak Logistics Warehouse Permit No. DV22-0002
Dear Erica,
I performed multiple field visits of this project during development to observe construction of the road and infrastructure. Although no inspection services were performed by CAB Consulting Engineers, the record drawings provided are in general conformance with the as-built field conditions.
Any question regarding this final letter or record drawings should be directed to me at your earliest convenience.
Respectfully,
Carl Butts, P.E.
RCE 70562
66 CAB Consulting Engineers October 6th, 2023
851 Napa Valley Corporate Way Suite Napa, CA 94558 707.694.6479
PHOTO OF TRENCH FOR FOUNDATION DRAIN ABOVE AND PAST SEPTIC AREA 67 CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 11.
TITLE
2024 City Conflict of Interest Code - Adding Environmental Services Manager
RECOMMENDATION
Adopt a Resolu.on taking the following ac.ons in conjunc.on with the City's Conflict of Interest Code: Approving the 2024 Conflict of Interest Code as amended to add the .tle of Environmental Services Manager;authorizing future updates by Resolu.on; and a uthorizing the City Clerk to Complete and file the Amended 2024 Local Biennial Notice.
CONTACT
Taresa Geilfuss, CMC, City Clerk
BACKGROUND & ANALYSIS
The Poli.cal Reform Act of 1974 (the "Act") created, among other things, the Fair Poli.cal Prac.ces Commission (FPPC). The purpose of the Act and the FPPC is to ensure that public officials act in a fair and unbiased manner in the governmental decision-making process.
To that end, the city has adopted a Conflict-of-Interest Code (ACMC 2.40, et. seq.). The Act requires the city to periodically review the Conflict-of-Interest Code and take ac.ons to ensure the City’s decision-making process is free from prohibited conflicts of interest. The city last updated its Code in March 2023. Since that .me, the Environmental Services Manager posi.on has been filled.
Currently the designated similar posi.ons include Plant Opera.ons Manager, Wastewater Systems Manager, and Water Systems Manager only. This amendment will add the posi.on of Environmental Services Manager to "Appendix A", which sets forth the city’s structure that makes disclosures of financial interest in accordance with the disclosure categories as set forth in "Appendix B" of the city’s Conflict of Interest Code.
Appendix A provides a list of designated posi.ons performing services and lists their disclosure categories. Staff recommends approving the Conflict-of-Interest Code as contained in Appendix A and providing authority to make subsequent requests by resolu.on if changes are needed in the future. Appendix B describes reportable investments, interest in real property, and income that must be disclosed in each disclosure category. No changes are recommended to Appendix B. 68 COUNCIL PRIORITY PROGRAMS AND PROJECTS
Not applicable.
FISCAL IMPACT
The recommended action will have no financial impact.
ENVIRONMENTAL REVIEW
The recommended ac.on is not a “project” subject to environmental review under CEQA (PRC §21065). d
ATTACHMENTS:
1. Resolution - 2024 Conflict of Interest Code Update
2. Appendix A - Designated Positions and Persons Performing Designated Services
3. Appendix B - Disclosure Categories
69 RESOLUTION NO. 2023-
ADOPT A RESOLUTION AS FOLLOWS: APPROVING THE AMENDED 2024 CONFLICT OF INTEREST CODE, AUTHORIZING FUTURE UPDATES BY RESOLUTION; AND AUTHORIZING THE CITY CLERK TO COMPLETE AND FILE THE 2024 LOCAL AGENCY BIENNIAL NOTICE.
WHEREAS, the Political Reform Act of 1974 (“Act”), Government Code Section 81000 et seq., requires state and local government agencies including the City of American Canyon (“City”) to adopt and promulgate a Conflictof-Interest Code pursuant to Government Code Section 87300 et seq.; and WHEREAS, the “Act”, in Government Code Section 87306.5 requires those same agencies to conduct a biennial review of their codes for any necessary changes; and WHEREAS, the Fair Political Practices Commission (“FPPC”) is authorized to implement the conflict-of-interest requirements of the Act through regulations which are set forth in Title 2, Division 6, of the California Code of Regulations, Sections 18700 et seq., (“FPPC Regulations”); and WHEREAS, the City Council, in compliance with the requirements set forth in the Act and the FPPC Regulations, adopted a Conflict-of-Interest Code set forth in Sections 2.40.010 et seq. of Chapter 2 of the City Municipal Code which has been most recently further implemented by the adoption of Resolution 2020-82; and WHEREAS, Government Code Section 87302 sets forth specific content required to be contained in Conflict-ofInterest provisions; and WHEREAS, the City incorporates Government Code Section 87302 and FPPC regulation 18730 into its Conflictof-Interest Code by reference, setting forth provisions of the Code to include designated positions and disclosure categories; and
WHEREAS, the position of Environmental Services Manager has been added to “Appendix A,” the City’s structure that makes disclosures of financial interest in accordance with the disclosure categories as set forth in “Appendix B” of the City’s Conflict of Interest Code; and WHEREAS, the terms of Title 2 of the California Code of Regulations Section 18730, and any amendments to it duly adopted by the FPPC, are hereby incorporated by reference, and this Resolution and Appendices (attached hereto as Exhibit A) shall constitute the City Conflict of Interest Code.
NOW, THEREFORE BE IT RESOLVED that the City Council of the City of American Canyon does hereby adopt this Resolution – including Appendices attached hereto as Exhibits A and B - which shall, along with the terms of Title 2 of the California Code of Regulations Section 18730 and any amendments to it duly adopted by the FPPC, constitute the City Conflict of Interest Code.
NOW, THEREFORE BE IT FURTHER RESOLVED that future updates to the Conflict-of-Interest Code are authorized to be implemented by resolution.
NOW, THEREFORE BE IT FURTHER RESOLVED that City Clerk is authorized to complete and file the 2024 Local Agency Biennial Notice.
70 PASSED, APPROVED, and ADOPTED at a regular meeting of the City Council on the 7th day of November 2023, by the following vote.
AYES:
NOES:
ABSTAIN:
ABSENT:
____________________________
Leon Garcia, Mayor
ATTEST: APPROVED AS TO FORM:
_______________________________ _________________________________ Taresa Geilfuss, CMC, City Clerk William D. Ross, City Attorney Exhibit A – Appendix A – Designated Positions
Exhibit B – Appendix B - Disclosure Categories
71 APPENDIX A
DESIGNATED POSITIONS AND PERSONS PERFORMING DESIGNATED SERVICES
POSITION DISCLOSURE CATEGORIES
Assistant City Manager All
Assistant Planner/Associate Planner 1, 2, 3, 4
City Attorney All
City Clerk 1, 2, 5, 6
City Manager All
Chief Building Official 1, 2, 3, 4
Code Enforcement Officer 1, 2, 3, 4
Consultants1 All
Community Development Director 1, 2, 3, 4
Development Services Engineer All
Environmental Services Manager 1, 2, 5, 6
Finance Director All
Finance Manager All
Human Resources Officer All
Management Analyst All
Maintenance and Utilities Director All
Parks and Recreation Director 1, 2, 6
Police Chief 1, 2
Public Works Director All
Public Works Superintendent All
Recreation Manager 5,6
Senior Civil Engineer All
Senior Planner 1, 2, 3, 4
Temporary or Provisional Positions2
Volunteer and Retired Annuitant3
Plant Operations Manager 1, 2, 5, 6
Wastewater Systems Manager 1, 2, 5, 6
Water Systems Manager 1, 2, 5, 6
1 Consultants – All key personnel listed in consultant firm contracts are required to file a Form 700 – Statement of Economic Interests (as well as consultants/temporary staff acting in staff capacity). 2 Temporary or provisional positions may be included in the list of designated employees when the City Manager determines that the temporary position is the functional equivalent of a designated position. If such a determination is made, then disclosure shall be pursuant to the disclosure category required by this Code for the comparable designated staff position.
3 Volunteers and retired annuitants may be included in the list of designated employees when the City Manager determines that the temporary position is the functional equivalent of a designated position. If such a determination is made, then disclosure shall be pursuant to the disclosure category required by this Code for the comparable designated staff position.
72 APPENDIX B
DISCLOSURE CATEGORIES
REPORTABLE INVESTMENTS, INTEREST IN REAL PROPERTY AND INCOME
1. All investments and sources of income.
2. All interest in real property.
3. All investments, interests in real property, and sources of income subject to the regulatory, permit, or licensing authority of the department.
4. Investments in business entities and business positions and sources of income which engage in land development, construction or the acquisition or sale of real property.
5. Investments in business entities and business positions and sources of income of the type which, within the past two years, have contracted with the City of American Canyon to provide services, supplies, materials, machinery, or equipment.
6. Investments in business entities and business positions and sources of income of the type which, within the past two years, have contracted with the designated employees’ department to provide services, supplies, materials, machinery, or equipment. 73 APPENDIX B
DISCLOSURE CATEGORIES
REPORTABLE INVESTMENTS, INTEREST IN REAL PROPERTY AND INCOME
1. All investments and sources of income.
2. All interest in real property.
3. All investments, interests in real property, and sources of income subject to the regulatory, permit, or licensing authority of the department.
4. Investments in business entities and business positions and sources of income which engage in land development, construction or the acquisition or sale of real property.
5. Investments in business entities and business positions and sources of income of the type which, within the past two years, have contracted with the City of American Canyon to provide services, supplies, materials, machinery, or equipment.
6. Investments in business entities and business positions and sources of income of the type which, within the past two years, have contracted with the designated employees’ department to provide services, supplies, materials, machinery, or equipment. 74 CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 12.
TITLE
Minimum Wage Update to Part-time Temporary Staff Pay Rates
RECOMMENDATION
Adopt a Resolu,on approving part-,me temporary staff pay rates, and upda,ng the salary schedule and compensation plan for FY 2023/2024.
CONTACT
Maria Ojeda, Assistant City Manager
Scott Corey, Human Resources Officer II
BACKGROUND & ANALYSIS
Star,ng January 1, 2023, State Labor Code sec,on 1182.12(c)(1) required an annual adjustment to the minimum wage based on the Consumer Price Index. In July, the California Department of Finance determined the minimum wage would be $16.00 per hour for all employers star,ng January 1, 2024, an increase of 3.5%.
Since 2018, the City Council annually adopted and approved a resolu,on establishing a “pay philosophy” for part-,me temporary staff to establish a five-step salary range and ra,os between various part-,me, temporary job classifica,ons. Consistent with state law, the philosophy adjusts with the minimum wage each year and ,es posi,ons in similar families together to ensure internal alignment.
The proposed amended pay scale for the Student Intern classifica,on is set with a minimum and maximum pay rate to allow greater staffing flexibility to set pay consistent with the type of du,es an individual intern may be asked to perform. The Student Intern Classifica,on allows for the employment of part ,me students that are enrolled in high school, trade school or an undergraduate degree program. The minimum rate would be the State minimum wage and the maximum rate would be the maximum rate of pay for the Program Coordinator classification.
Proposed changes to the Salary Schedule and Compensa,on Plan will be effec,ve December 23, 2023, which is the beginning of the pay period containing January 1, 2024. 75 COUNCIL PRIORITY PROGRAMS AND PROJECTS
Organizational Effectiveness: "Deliver exemplary government services."
FISCAL IMPACT
Adop,on of the proposed resolu,on will have no fiscal impact because these pay rate increases were budgeted in the City's FY 2023/2024 Budget.
ENVIRONMENTAL REVIEW
15378(b) - The ac,on is not a "Project" subject to the California Environmental Quality Act ("CEQA") because it does not qualify as a "Project" under Public Resources Code Sec,ons 21065 and 21080 and in Section 15378(b) of Title 14 of the California Code of Regulations.
ATTACHMENTS:
1. Resolution Approving Part-Time Staff Pay Rates
2. Exhibit A - Salary Schedule
76 RESOLUTION NO. 2023-__
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON
APPROVING PART-TIME TEMPORARY STAFF PAY RATES, AND
UPDATING THE SALARY SCHEDULE AND COMPENSATION PLAN FOR FY 2023/2024 WHEREAS, each year since 2018, the City Council has adopted a resolution establishing a part-time temporary pay philosophy that maintains internal alignment and adjusts each year with the state mandated minimum wage increase; and
WHEREAS, on January 1, 2024, the State of California’s minimum wage will increase to $16.00 per hour; and
WHEREAS, the FY2023/2024 Salary Schedule must be updated to comply with the state minimum wage and to ensure the City can competitively recruit and retain qualified staff; and WHEREAS, the following pay philosophy and hourly salary ranges are established for part-time temporary positions tied to the minimum wage:
2024 Min Wage / hour $16.00 Salary Philosophy
A B C D E
*Positions tied to Min Wage are
tied at Step A
Lifeguard (Temp) Hourly 16.80 17.64 18.53 19.46 20.43 (+) 5% to rec leader Lifeguard (WSI) (Temp) Hourly 17.22 18.08 18.99 19.93 20.93 (+) 2.5% to lifeguard Program Coord. (Temp) Hourly 24.15 25.36 26.63 27.96 29.35 (+) 25% to sr lifeguard Recreation Leader (Temp) Hourly 16.00 16.80 17.64 18.53 19.46 (+) 0% to min wage Cashier (Temp) Hourly 16.00 16.80 17.64 18.53 19.46 (+) 0% to min wage Sr. Lifeguard (WSI) (Temp) Hourly 19.32 20.29 21.30 22.37 23.48 (+) 15% to lifeguard Minimum Maximum
Student Intern (Temp) Hourly 16.00 29.35 (+) 0% to min wage Sr Recreation Leader (Temp) Hourly 18.40 19.32 20.29 21.30 22.37 (+) 15% to rec leader 2024 Proposed
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of American Canyon does hereby approve Exhibit B of the Salary Schedule effective December 23, 2023, attached hereto as Exhibit “A”. 77 2
PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 7th day of November 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
____________________________
Leon Garcia, Mayor
ATTEST: APPROVED AS TO FORM:
____________________________ _____________________________ Taresa Geilfuss, City Clerk William D. Ross, City Attorney 78 Exhibit B
SALARY SCHEDULE FOR PART‐TIME, RETIRED ANNUITANTS & EXTRA HELP ‐ 2024 Effective December 23, 2023
CLASS CODE CLASSIFICATION PAY BASIS A B C D E
5601 Bus Driver (Non‐Regular) Hourly 20.47 21.49 22.56 23.69 24.87 5602 Cashier (Seasonal) Hourly 16.00 16.80 17.64 18.52 19.45 5607 Lifeguard (Temporary) Hourly 16.80 17.64 18.52 19.45 20.42 5605 Lifeguard (WSI) (Temporary) Hourly 17.22 18.08 18.98 19.93 20.93 Minimum Maximum
5609 Management Aide (At Will /Temp) Hourly 34.00 150.00 Minimum Maximum
6309 Management Fellow (At Will /Limited) Hourly 30.00 58.00 5101 Office Assistant Hourly 19.00 19.95 20.95 22.00 23.10 5603 Program Coordinator (Temporary) Hourly 24.15 25.36 26.63 27.96 29.36 5604 Recreation Leader (Temporary) Hourly 16.00 16.80 17.64 18.52 19.45 5608 Senior Lifeguard (WSI) (Temporary) Hourly 19.32 20.29 21.30 22.37 23.49 5610 Senior Recreation Leader (Temporary) Hourly 18.40 19.32 20.29 21.30 22.37 5606 Service Worker (Temporary) Hourly 21.50 22.57 23.70 24.89 26.13 Minimum Maximum
5401 Student Intern (Temporary) Hourly 16.00 29.36 DEFINITIONS:
Fiscal Year 23/24 Modifications
Fiscal Year 22/23 Modifications
The following pay ranges are the authorized pay levels for individuals working in a part‐time, temporary, limited term or extra help capacity. The specific pay assignment with each level should be based on internal equity as well as training and experience of the individual filling the part‐time or extra help position. Unless approved by the City Council, the pay of an individual working in any of the temporary job classifications listed below shall be within the approved range.
Part‐time, temporary and extra help positions are limited to 980 hours per calendar & fiscal years. Salaries for PERS retired annuitants must meet PERS requirements and are limited to 960 hours per calendar & fiscal years. If a PERS retired annuitant is performing part‐time services for a position identified on the City's Salary Schedule for full‐time positions, the City pays the employee an hourly rate based on the Salary Schedule for full‐time positions. Consult Human Resources for assistance in determining the appropriate hourly rates for part‐ time, extra‐help or retired annuitants.
1. Created separate Salary Schedule for classifications that can be filled on a part‐time, temporary, seasonal, extra help and/or limited duration basis.
2. Increased the Minimum Wage and adjusted classes tied to it: Cashier, Lifeguard, Lifeguard (WSI), Program Coordinator, Recreation Leader, Senior Lifeguard, Senior Recreation Leader and Student Intern.
1. 4.2% wage Increase for Bus Driver, Office Assistant and Service Worker classifications, which are indexed to similar Regular classifications effective July 8, 2023.
2. Increased the Minimum Wage and adjusted classes tied to it: Cashier, Lifeguard, Lifeguard (WSI), Program Coordinator, Recreation Leader, Senior Lifeguard, Senior Recreation Leader and Student Intern, effective January 1, 2024.
Amended by City Council Resolution on November 7, 2023. Page 1 of791
CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 13.
TITLE
Annual Impact Fee Inflation Adjustment
RECOMMENDATION
Adopt a Resolu)on of the City Council of the City of American Canyon adop)ng the 2024 annual Infla)on-adjustment to the Traffic Impact Fee, Water Capacity Fee, Wastewater Capacity Fee, Parks and Recrea)on Fee, Civic Facili)es Fee, General Plan Update Fee, and Affordable Housing Nexus Fee.
CONTACT
Brent Cooper, AICP, Community Development Director
BACKGROUND & ANALYSIS
American Canyon collects “Impact Fees” to fund infrastructure required to serve new development.
The City’s impact fees consist of a Traffic Impact Fee, Water and Wastewater Capacity Fee, Parks and Recrea)on Fee, Civic Facili)es Fee, General Plan Update Fee, and an Affordable Housing Nexus Fee.
Over )me, infla)on erodes the “buying power” of impact fees. To counteract this effect, the City adjusts these fees based upon the latest available specific cost infla)on factors. These infla)on factors are identified in the Attachment 2.
The Council’s most recent impact fee adjustment was approved on December 6, 2022. To ensure buying power is sustained over time, an annual inflation adjustment for each impact fee is presented each year as a housekeeping matter. The proposed Impact Fees are included as Attachment 3.
Citywide Impact Fees
Traffic Impact Fee
The Traffic Impact Fee (TIF) funds transporta)on improvements iden)fied in the Circula)on Element pursuant to ACMC 15.12.050.
Water and Wastewater Capacity Fees
Water and Wastewater capacity fees are collected for the purpose of construc)ng and/or improving water, recycled water, and wastewater facili)es necessary to meet the demand of new 80 development, pursuant to ACMC 13.06.090 and ACMC 14.06.060 respectively.
Parks & Recreation, Civic Facility, and General Plan Update Fee These fees are collected for the purpose of construc)ng new park, recrea)on, civic facili)es and general plan update funds necessary to meet the demand of new development, pursuant to ACMC
15.08.050. Unlike the Civic Facility and General Plan Update Fees, the Parks & Recrea)on impact fee only applies to new residential development.
Affordable Housing Nexus Fee (ACMC 19.28)
This fee is collected for the purpose of construc)ng new housing that is affordable to lower income residents and is a key implementation policy of the City’s General Plan Housing Element.
COUNCIL PRIORITY PROGRAMS AND PROJECTS
Organizational Effectiveness: "Deliver exemplary government services."
FISCAL IMPACT
The Recommended Ac)on will have no direct impact on the General Fund because the proposed adjustments were contemplated in the Fiscal Year 2023-2024 Budget.
ENVIRONMENTAL REVIEW
The proposed impact fee infla)on adjustment is not subject to the California Environmental Quality Act (“CEQA”) pursuant to Sec)on 15060(c)(2) because the ac)vity will not result in a direct or reasonably foreseeable indirect physical change in the environment; and Sec)on 15060(c)(3) because the ac)vity is not a project as defined in Sec)on 15378 of the CEQA Guidelines, California Code of Regula)ons, Title 14, Chapter 3 because it has no poten)al for resul)ng in physical change to the environment, directly or indirectly. In addi)on, the impact fee infla)on adjustment is not a project under CEQA Guidelines Sec)on 15061(b)(3) because it has no poten)al for causing a significant effect on the environment. Moreover, the infla)on adjustment is exempt from environmental review under CEQA Guidelines Sec)on 15378(b)(4) because it is a government funding mechanism that does not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment.
ATTACHMENTS:
1. Resolution Fee Update 2024
2. 2023 Inflation Factors
3. Existing and Proposed Impact Fees
81 RESOLUTION NO. 2023- ___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON ADOPTING THE 2024 ANNUAL INFLATION-ADJUSTMENT TO THE TRAFFIC IMPACT FEE; WATER CAPACITY FEE; WASTEWATER CAPACITY FEE; PARKS AND RECREATION FEE; CIVIC FACILITIES FEE; GENERAL PLAN UPDATE FEE; AND AFFORDABLE HOUSING NEXUS FEE
WHEREAS, the City collects “Impact Fees” to mitigate the impact of new development; and WHEREAS, the City’s impact fees are: Traffic Impact Fee, Water Capacity Fee, Wastewater Capacity Fee, Parks and Recreation Fee, Civic Facilities Fee, General Plan Update Fee, and the Affordable Housing Nexus Fees; and
WHEREAS, over time, inflation erodes the buying power of impact fees; and WHEREAS, impact fees are adjusted each year to ensure buying power is sustained over time; and WHEREAS, the City’s impact fees were last adjusted on December 6, 2022 (Resolution 2022-R104); and WHEREAS, the applicable inflation factors, amount of inflation since the previous update, and Municipal Code inflation factor index reference is show on the table below; and Impact Fee Inflation Factor Index
Inflation Factor Percentage
Index
Change
Municipal Code
Prior Index Location
Date
Current
Index Date
Traffic
Engineering News Record
20-City Construction Cost
Index
Oct-22 Oct-23 2.45% Section
15.12.050
Water Capacity
Fee
Engineering News Record
Construction Cost Index
for the San Francisco
region (BCI)
Oct-22 Oct-23 8.91% Section
13.060.090.E
Wastewater
Capacity Fee
Engineering News Record
20-City Construction Cost
Index
Oct-22 Oct-23 2.45% Section
14.04.100.A
Parks and
Recreation, Civic
Facilities, General
Plan Update
Engineering News Record
20-City Construction Cost
Index
Oct-22 Oct-23 2.45% Section
15.08.050
Affordable Housing
Nexus fee
California Consumer Price
Index, or 2% whichever is
less
Aug-22 Aug-23 3.65%
2% Max
Resolution
2016-15
WHEREAS, the City Council considered all of the written and oral testimony presented at the public meeting on November 7, 2023 in making its decision.
82 NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of American Canyon hereby adjusts these impact fees as follows:
SECTION 1: The 2024 Traffic Impact Fees as shown on the table below:
2024 Traffic Impact Fee
Land Use Traffic Impact Fee
All $728.43 Per Net New Daily Trip
ADU $1,264.60 Per ADU
SECTION 2: The 2024 Water Capacity Fees as shown on the table below:
2024 Water Capacity Fee
Land Use Units EDU Water Capacity Fee
Accessory Dwelling Unit each 0.00 $0.00
Single Family each 1.00 $23.318
Multi-Family unit 0.65 $15,157
Commercial/Industrial gpd n/a $35.73
SECTION 3: The 2024 Wastewater Capacity Fees as shown on the table below:
2024 Wastewater Capacity Fee
Land Use Units EDU Wastewater Capacity Fee
Accessory Dwelling Unit each 0.00 $0.00
Single Family each 1.00 $12,604
Multi-Family unit 0.65 $8,192
Commercial/Industrial gpd n/a $42.03
SECTION 4: The 2024 Parks & Recreation Fees as shown on the table below:
2024 Parks & Recreation Fee
Parks and Recreation Fee Per Dwelling Unit
Parkland Acquisition $2,544.28
Parkland Development $2,892.97
Community Gym $996.40
Aquatic Center/Pool $337.41
Aquatic Center/Slide $70.88
Total Per Dwelling Unit $6,841.93
Total Per ADU $1,875.16
83 SECTION 5: The 2024 Civic Facility Fees as shown on the table below:
2024 Civic Facility Fee
Civic Facilities
Civic Facility
Fee Per
Residential
Unit
Civic Facility
Fee Per
Accessory
Dwelling Unit
Civic Facility
Fee Per
Commercial
Sqft
Civic Facility
Fee Per
Office Sqft
Civic Facility
Fee Per
Industrial
Sqft
City Hall Expansion $330.40 $90.74 $0.174 $0.338 $0.123 Police Station $100.05 $27.41 $0.041 $0.102 $0.051
Aquatic Center Offices $306.70 $84.22 $0.041 $0.072 $0.010 Construction - City
Library
$1,158.26 $317.74
$0.174 $0.277 $0.102
Corp Yard Expansion
and offsite
improvements
$90.83 $25.65
$0.010 $0.051 $0.010
Total - Civic Facilities $1,986.26 $545.77 $0.44 $0.84 $0.30 SECTION 6: The 2024 General Plan Update Fees as shown on the table below:
2024 General Plan Update Fee
Land Use Units General Plan Update Fee
Residential Per DU $105.57
Accessory Dwelling Unit Per DU $29.20
Commercial, Office, Industrial Per Sqft $0.0133
SECTION 7: The 2024 Affordable Housing Nexus Fee as shown on the table below:
2024 Affordable Housing Nexus Fee
Type of Use Affordable Housing Nexus Fee
Per Gross Sqft
Residential, Single Family, Townhouse $3.50
Residential, Stacked Flats, Apartment $4.06
Office $0.89
Hotel $0.89
Retail $0.89
Warehouse $0.58
Industrial $0.58
All Other Nonresidential $0.89
84 SECTION 8: The 2024 annual impact fee inflation-adjustment schedule shall become effective 60 days following approval by the City Council. The effective date for the updated impact fees shall occur on the 6 th day of January, 2024.
NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council of the City of American Canyon hereby determines the proposed impact fee inflation adjustment is not subject to the California Environmental Quality Act (“CEQA”) pursuant to Section 15060(c)(2) because the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment; and Section 15060(c)(3) because the activity is not a project as defined in Section 15378 of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3 because it has no potential for resulting in physical change to the environment, directly or indirectly. In addition, the impact fee inflation adjustment is not a project under CEQA Guidelines Section 15061(b)(3) because it has no potential for causing a significant effect on the environment.
Moreover, the inflation adjustment is exempt from environmental review under CEQA Guidelines Section 15378(b)(4) because it is a government funding mechanism that does not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment.
PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 7
th day of November, 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
____________________________
Leon Garcia, Mayor
ATTEST: APPROVED AS TO FORM:
_______________________________ ___________________________ Taresa Geilfuss, CMC, City Clerk William D. Ross, City Attorney 85 ATTACHMENT 2
2023 Impact Fee Inflation Factors
Impact Fee Inflation Factor Index
Inflation Factor Percentage
Index
Change
Municipal Code Location Prior Index
Date
Current
Index Date
Traffic Engineering News Record 20-
City Construction Cost Index
Oct-22 Oct-23 2.45% Section 15.12.050
Water Capacity Fee
Engineering News Record
Construction Cost Index for
the San Francisco region
(BCI)
Oct-22 Oct-23 8.91% Section 13.060.090.E
Wastewater Capacity
Fee
Engineering News Record 20-
City Construction Cost Index Oct-22 Oct-23 2.45% Section 14.04.100.A Parks and Recreation,
Civic Facilities, General
Plan Update
Engineering News Record 20-
City Construction Cost Index Oct-22 Oct-23 2.45% Section 15.08.050 Affordable Housing
Nexus fee
California Consumer Price
Index, or 2% whichever is
less
Aug-22 Aug-23 3.65%
2% Max Resolution 2016-15
86 ATTACHMENT 3
Existing and Proposed 2024 Impact Fees
Table 1 - Traffic Impact Fee
Land Use Current Traffic Impact Fee Proposed 2024 Traffic Impact Fee All $711 Per Net New Daily Trip $728.43 Per Net New Daily Trip ADU $1,234.33 Per ADU $1,264.60 Per ADU
Table 2 - Water Capacity Fee
Land Use Units EDU Current Water
Capacity Fee
Proposed 2024
Water Capacity Fee
Accessory Dwelling Unit each 0.00 $0.00 $0.00
Single-Family each 1.00 $21,410 $23,318
Multi-Family unit 0.65 $13,916 $15,157
Commercial/Industrial gpd n/a $32.81 $35.73
Table 3 - Wastewater Capacity Fee
Land Use Units EDU
Current
Wastewater
Capacity Fee
Proposed 2024
Wastewater Capacity Fee
Accessory Dwelling Unit each 0.00 $0.00 $0.00
Single-Family each 1.00 $12,302 $12,604
Multi-Family unit 0.65 $7,996 $8,192
Commercial/Industrial gpd n/a $41.02 $42.03
Table 4 - Parks & Recreation Fee
Parks and
Recreation
Current Residential
Fee Per Dwelling
Unit
Proposed
Residential Fee Per
Dwelling Unit
Current Accessory
Dwelling Unit Parks
& Recreation Fee
Proposed 2024
Accessory Dwelling
Unit Parks & Recreation
Fee
Total $6,678.18 $6,841.93 $1,830.28 $1,875.16
87 Table 5 - Civic Facility Fee (Residential)
Civic Facilities Current Fee Per
Residential Unit
Proposed Fee Per
Residential Unit
Current Fee Per
ADU
Proposed 2024 Fee
Per ADU
Total - Civic Facilities $1,938.71 $1,986.26 $532.70 $545.77 Table 6 - Civic Facility Fee (Commercial)
Civic Facilities Current Fee Per Commercial Sqft Proposed 2024 Fee Per Commercial Sqft
Total - Civic Facilities $0.43 $0.44
Table 7 - Civic Facility Fee (Office and Industrial)
Civic Facilities Current Fee Per
Office Sqft
Proposed Fee Per
Office Sqft
Current Fee Per
Industrial Sqft
Proposed 2024 Fee
Per Industrial Sqft
Total - Civic Facilities $0.82 $0.84 $0.29 $0.30
Table 8 - General Plan Update Fee
Land Use Units Current General Plan
Update Fee
Proposed 2024 General
Plan Update Fee
Residential Per DU $103.04 $105.57
Accessory Dwelling Unit Per DU $28.50 $29.20
Commercial, Office, Industrial Per Sqft $0.013 $0.0133
Table 9 - Affordable Housing Nexus Fee
Type of Use
Current Affordable
Housing Fee
Per Gross Sqft
Proposed 2024
Affordable Housing Fee
Per Gross Sqft
Residential, Single Family, Townhouse $3.43 $3.50
Residential, Stacked Flats, Apartment $3.98 $4.06
Office $0.87 $0.89
Hotel $0.87 $0.89
Retail $0.87 $0.89
Warehouse $0.57 $0.58
Industrial $0.57 $0.58
All Other Nonresidential $0.87 $0.89
88 CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 14.
TITLE
CalRecycle Grant Application Authorization
RECOMMENDATION
Adopt a Resolu*on authorizing submi.al of grant applica*ons for all CalRecycle Grant and Payment Programs for which the City of American Canyon is eligible.
CONTACT
Erica Ahmann Smithies, P.E., Public Works Director
Pam Phillips, Environmental Services Manager
BACKGROUND & ANALYSIS
The California Department of Resources Recycling and Recovery (CalRecycle) administers and provides oversight for California’s waste handling and recycling programs, which are managed at the local level by ci*es and coun*es. CalRecycle offers funding opportuni*es to assist public en**es in the safe and effective management of waste to help achieve waste diversion and recycling goals.
Recent State legisla*on has established strict diversion goals, which must be met by municipali*es over the next several years. In an effort to meet these stricter mandates and goals, the City of American Canyon is ac*vely applying for grants from CalRecycle as funding opportuni*es become available. Grant funding resources from CalRecycle can cover recycling and li.er abatement ini*a*ves, organics, and food recovery programs, as well as household hazardous waste collec*on services and opportunities.
CalRecycle grant applica*on procedures require, among other things, an applicant's governing body to delegate by resolu*on certain authoriza*ons related to the administra*on of the CalRecycle grants and payment programs. CalRecycle recommends that government bodies approve a general resolu*on authorizing the applica*on of all CalRecycle grants and payment programs in order to streamline and guarantee a City's ability to apply for all grants for which they are eligible for in a timely manner.
City Council previously approved a five-year authoriza*on through Resolu*on No. 2018-45 (Payment Program Resolu*on) which allows the City to apply for and accept CalRecycle Payment Program 89 funds, which are considered to be en*tlement funds based upon a jurisdic*on's popula*on. The five-year authoriza*on for Resolu*on 2018-45 expired on April 30, 2023. On June 21, 2022, City Council authorized a five-year Resolu*on 2022-48 which authorized applica*ons for any CalRecycle grant. However, Resolu*on 2022-48 did not include specific language authorizing applica*ons for CalRecycle Payment Programs. Therefore, staff is recommending a five-year CalRecycle resolu*on be adopted that will authorize applica*ons for all Grant and Payment Programs and will be ac*ve for a period of five years (11/6/2028).
CalRecycle Grant requirements vary per cycle and program, with some requiring matching funds, while others do not. With the passing of a new resolu*on, Staff will have the opportunity to apply for any and all applicable future CalRecycle Grant and Payment Program opportuni*es. Time frames to apply for these grant opportuni*es are generally very strict, further jus*fying the need to secure authorization approval to apply for these grant funds as they become available.
The City has applied for and received many CalRecycle grants and payment programs in the past.
Most recently the City has received a Beverage Container Compe**ve Grant ($275,000), the Beverage Container Recycling City/County Payment Program ($5,744), Household Hazardous Waste Discre*onary Grant ($50,000), and SB 1383 Local Assistance Grant Program ($30,346). Staff is looking to apply for additional CalRecycle grants in the very near future.
COUNCIL PRIORITY PROGRAMS AND PROJECTS
Not applicable.
FISCAL IMPACT
There is no fiscal impact at this *me. However, when grant funding is awarded, City Council will be informed of the award and the budget adjusted accordingly at either the mid-year or fiscal year budget adoption.
ENVIRONMENTAL REVIEW
15378(b) - The ac*on is not a "Project" subject to the California Environmental Quality Act ("CEQA") because it does not qualify as a "Project" under Public Resources Code Sec*ons 21065 and 21080 and in Section 15378(b) of Title 14 of the California Code of Regulations.
ATTACHMENTS:
1. Resolution - CalRecycle Grant and Payment Programs
90 RESOLUTION NO. 2023‐
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON AUTHORIZING SUBMITTAL
OF GRANT APPLICATIONS FOR ALL CALRECYCLE GRANT AND PAYMENT PROGRAMS FOR WHICH THE
CITY OF AMERICAN CANYON IS ELIGIBLE
WHEREAS, Public Resources Code sections 48000 et seq., 14581, and 42023.1(g), authorize the Department of Resources Recycling and Recovery (CalRecycle) to administer various grant and payment programs in furtherance of the State of California’s (state) efforts to reduce, recycle and reuse solid waste generated in the state thereby preserving landfill capacity and protecting public health and safety and the environment; and
WHEREAS, in furtherance of this authority CalRecycle is required to establish procedures governing the administration of the payment programs; and administration of the application, awarding, and management of the grant programs; and
WHEREAS, CalRecycle’s procedures for administering payment and grant programs require, among other things, an applicant’s governing body to declare by resolution certain authorizations related to the administration of the payment and grant program.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of American Canyon is authorized to submit an application to CalRecycle for any and all grant and payment programs offered; and BE IT FURTHER RESOLVED that the Public Works Director, or their designee, is hereby authorized and empowered to execute in the name of the City of American Canyon all documents, including but not limited to, applications, agreements, amendments and requests for payment, necessary to secure funds and implement the approved grant or payment project; and BE IT FURTHER RESOLVED that these authorizations are effective for five years from the date of adoption through November 6, 2028 (maximum of five (5) years.)
PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 7th day of November, 2023 by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
____________________________
Leon Garcia, Mayor
ATTEST: APPROVE AS TO FORM:
____________________________ _____________________________ Taresa Geilfuss, CMC, City Clerk William D. Ross, City Attorney 91 CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
CONSENT
ITEM NUMBER: 15.
TITLE
Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements Project
RECOMMENDATION
Adopt a Resolu1on of the City Council of the City of American Canyon for par1al acceptance of the public improvements associated with the Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements Project.
CONTACT
Erica Ahmann Smithies, P.E., Public Works Director/City Engineer Edison Bisnar, P.E., Senior Civil Engineer
BACKGROUND & ANALYSIS
On October 16, 2018, the City of American Canyon City Council approved the Watson Ranch Specific Plan (WRSP), Ordinance 2018-08, as the regula1ng document for the approximately 309-acre property owned by AC-1 and the Newell Family. The WRSP is a mixed-use community including a mixed-use town center, 1,253 residen1al units, approximately 23 acres of improved parks, an addi1onal 30 acres of parks, trails and open space, roads and suppor1ng water, wastewater, recycled water and storm drainage infrastructure. The Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements were developed in four phases.Beginning in May 2021, the Public Works Department began approving the following phased improvement plans:
WRSP MBI Phase 1 Rough Grading
WRSP MBI Phase 1 Sewer Improvements
WRSP MBI Phase 1 Storm Drainage, Water and Recycled Water Improvements WRSP MBI Phase 1 Surface Improvements (included public roads, streetlights, landscaping and irrigation)
92 On October 20, 2023, the Record Drawings and Cer1fied Le@ers associated with the Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements were submi@ed to Public Works for review. The following are the completed public street improvements, including u1li1es associated with the Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements Project:
Mallen Way
Rio Del Mar East
Rolling Hills Drive
Marcus Road
Sanitary sewer lift station
The public improvements have been substan1ally completed, therefore Public Works recommends they be par1ally accepted into the City’s system for opera1on and maintenance, with the excep1on of the punch list repair items on sidewalk (does not affect pedestrian use), concrete and minor pavement repair (does not affect vehicular use) which will be deferred for City acceptance at a future date, after completion of required repairs.
COUNCIL PRIORITY PROGRAMS AND PROJECTS
Infrastructure: "Develop and maintain infrastructure resources to support sustainable growth."
FISCAL IMPACT
All costs associated with the opera1on and maintenance of the public facili1es will be the responsibility of the City.
ENVIRONMENTAL REVIEW
Pursuant to the California Environmental Quality Act, the Final Environmental Impact Report for the Project was presented at a no1ced public hearing held on October 4, 2018. The Planning Commission adopted Resolu1on 2018-19 recommending that the City Council adopt the Mi1ga1on Monitoring and Reporting Program.
ATTACHMENTS:
1. Resolution: Watson Ranch Partial Public Improvements Acceptance
2. Exhibit A: Record Drawings
3. Exhibit B: Punch List Report 10-23-23
93 RESOLUTION NO. 2023 - _____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON FOR PARTIAL ACCEPTANCE
OF THE PUBLIC IMPROVEMENTS ASSOCIATED WITH THE WATSON RANCH MASTER BACKBONE INFRASTRUCTURE (MBI) PHASE 1 IMPROVEMENTS PROJECT
WHEREAS, on October 16, 2018, The City of American Canyon City Council approved the Watson Ranch Specific Plan (WRSP), Ordinance 2018-08, as regulating document for the approximately 309-acre property owned by AC-1 and the Newell Family. The WRSP is a mixed-use community including a mixeduse town Center, 1,253 residential units, approximately 23 acres of improved parks, an additional 30 acres of parks, trails and open space, roads and supporting water, wastewater, recycled water and storm drainage infrastructure. The Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements were developed in four phases; and
WHEREAS, beginning in May 2021, the Public Works Department began approving the following phased improvement plans:
1. WRSP MBI Phase 1 Rough Grading
2. WRSP MBI Phase 1 Sewer Improvements
3. WRSP MBI Phase 1 Storm Drainage, Water and Recycled Water Improvements
4. WRSP MBI Phase 1 Surface Improvements (included public roads, streetlights, landscaping and irrigation); and
WHEREAS, on October 20, 2023, the Record Drawings and Certified Letters associated with the Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements were submitted to Public Works for review (Exhibit A); and
WHEREAS, the following are the completed public street improvements, including utilities associated with the Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements Project:
1. Mallen Way
2. Rio Del Mar East
3. Rolling Hills Drive
4. Marcus Road
5. Sanitary sewer lift station
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of American Canyon hereby partially accepts all the public improvements into the City’s system for operation and maintenance, with the exception of the punch list repair items (Exhibit B) for sidewalk (does not affect pedestrian use), concrete and minor pavement repair (does not affect vehicular use) which will be deferred for City acceptance at a future date, after completion of required repairs.
PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 7th day of November 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
94 ABSENT:
________________________________
Leon Garcia, Mayor
ATTEST: APPROVED AS TO FORM:
______________________________ ______________________________ Taresa Geilfuss, CMC, Interim City Clerk William D. Ross, City Attorney Attachments:
Exhibit A: Watson Ranch Master Backbone Infrastructure (MBI) Phase 1 Improvements Record Drawings.
Exhibit B: Outstanding Punch List Items
95 NEWELL DRIVE
ROLLING HILLS DRIVE
CANTADA WAY
SOUTH NAPA
JUNCTION ROAD
RIO DEL MAR
NEWELL DRIVE (FUTURE)
SUMMERWOOD
DRIVE
ROLLING HILLS DRIVE
DONALDSON WAY
42" SERVICE CLEARANCE CONTROL PANEL REQUIRED IN FRONT
RIO DEL MAR (FUTURE)
LOOP ROAD
RIO DEL MAR
COVER SHEET
BACKBONE IMPROVEMENT PLANS - PHASE 1A
1 JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP01.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 1 WATSON RANCH BACKBONE IMPROVEMENT PLANS - PHASE 1A CITY OF AMERICAN CANYON, CALIFORNIA JUNE 13, 2022 DV21-0001 SITE VICINITY MAP DATUM NOTE: NAVD88 ELEVATION = PLAN ELEVATION + 2.44' SITE MAP GEOTECHNICAL ENGINEER GENERAL NOTES CITY CONSTRUCTION NOTES:
“ ” SANITARY SEWER SYSTEM NOTES:
“ ”
“ ”
”
“
” WATER SYSTEM NOTES: “ ”
” SCOPE OF WORK: SEPERATE SUBMITTAL: BY SEPARATE PERMIT: CITY OF AMERICAN CANYON SHEET LIST TABLE SHEET NUMBER SHEET TITLE
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/02/2022
8-03-2022
DocuSign Envelope ID: 95CEEA8D-1063-4DEE-8F3D-D4E5CE358BAF 8/17/2022
8/18/2022
08/08/2023
96 SECTION A-A SANITARY SEWER CASING DETAIL UTILITY TRENCH DETAIL JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP02.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
2 ABBREVIATIONS
NOTES, ABBREVIATIONS, & DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A
2 ENGINEER'S GENERAL NOTES: LEGEND EXISTING PROPOSED
I HATCH LEGEND CITY RECYCLED WATER NOTES
‐ ‐
‐
‐
“
”
“
” “ ”
“
” “ ”
“ ”
“ ”
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT City of American Canyon Public Works
Job Site Copy
06/15/2022
08/08/2023
97 CITY OF AMERICAN CANYON TYPE "A" CURB AND GUTTER DETAIL 3' CONCRETE VALLEY GUTTER DETAIL CITY OF AMERICAN CANYON TYPE "C" CURB DETAIL DRAINAGE INLET SIDE OPENING DETAIL CONCRETE V-DITCH TO DRAINAGE INLET SIDE OPENING TRANSITION DETAIL 6" ASPHALT DIKE DETAIL 1.25" ASPHALT DIKE DETAIL EARTH SWALE DETAIL CONCRETE V-DITCH DETAIL 6" CONCRETE BAND DETAIL 4" BEVELED CURB DETAIL SIDEWALK THICKENED EDGE DETAIL JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP03.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 3
DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 3
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT City of American Canyon Public Works
Job Site Copy
06/15/2022
08/08/2023
98 LOOP ROAD SPEED TABLE DETAIL
BASIN
TSL 69.0
BASIN
TSL 67.0 RESIDENTIAL CURB CUTS & DRIVEWAY DETAIL GALVANIZED METAL BOX DETAIL JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP04.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
4 DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A
4 BASIN A OVERFLOW INLET DETAIL BASIN D OVERFLOW INLET DETAIL 4" WATER SERVICE LATERAL DETAIL
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
99 JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JH
JJN G:\1217-061\ACAD\IP\IP05.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
FEB 7, 2022
DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A
5 FOR THIS PROJECT USE:
· CULVERT SIZE D = 18" (FOR 15" SD), 24", 30", 36", & 42"· WITHOUT DITCH· WITH END SECTION FOR THIS PROJECT USE:
· D = 15", 18", 24", 30" AND 36" FOR D = 36" USE: · L = 12'-0"· H = 5'-5" FOR D = 42" USE: · L = 13'-0"· H = 6'-0' FOR HEADWALLS GREATER 4' IN HEIGHT (D=36" AND 42") A SEPARATE PERMIT IS REQUIRED TO BE PROCESSED WITH THE CITY OF AMERICAN CANYON. SDMH 79 SDMH 38
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
100
RIO DEL MAR RIO DEL MAR RIO DEL MAR LOOP ROAD ROLLING HILLS DRIVE LOOP ROAD NEWELL DRIVE (WEST) NEWELL DRIVE (WEST) TYPICAL UTILITY ACCESS ROAD JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP06.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 6
STREET SECTIONS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 6 PAVEMENT DESIGN CHART
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
101
X X X X X X X X
RIO DEL MAR
LOOP ROAD
NEWELL DRIVE
ROLLING HILLS DRIVE
NEWELL DRIVE
LOOP ROAD
RIO DEL MAR CAUTION EXISTING VALLEJO WATER TRANSMISSION FACILITIES!! CAUTION EXISTING LIVE GAS LINE!!
ROLLING HILLS DRIVE DONALDSON WAY
SOUTH NAPA JUNCTION ROAD
OHW
OHW
OHW
OHW OHW OHW OHW OHW OHW OHW OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
FO FO FO FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
SUMMERWOOD DR JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JH
JJN G:\1217-061\ACAD\IP\IP07.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
FEB 7, 2022 7 STORM DRAIN SCHEDULE SANITARY SEWER SCHEDULE GRAPHIC SCALE 150' 0' 75' 150' 300' DOMESTIC WATER SCHEDULE RECLAIMED WATER SCHEDULE
OVERALL UTILITY PLAN
BACKBONE IMPROVEMENT PLANS - PHASE 1A 7 PRIVATE RAW WATER SCHEDULE
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
102
X
X
X X X
X X
X
42" SERVICE CLEARANCE REQUIRED IN FRONT CONTROL PANEL
RIO DEL MAR
LOOP ROAD
NEWELL DRIVE
ROLLING HILLS DRIVE
SUMMERWOOD
DRIVE
S. NAPA
JUNCTION ROAD
DONALDSON WAY
ROLLING HILLS DRIVE
LOOP ROAD
NEWELL DRIVE
RIO DEL MAR SHEET 27 SHEET 31 SHEET 32 SHEET 29 SHEET 28 SHEET 30 SHEET 34 SHEET 35 SHEET 33 SHEET 36 SHEET 41 SHEET 37SHEET 38 SHEET 21 SHEET 20 SHEET 39 SHEET 18 SHEET 19 SHEET 9 SHEET 10 SHEET 26 SHEET 25 SHEET 24 SHEET 23 SHEET 42 SHEET 22 SHEET 11 SHEET 12 SHEET 40 SHEET 14 SHEET 13 SHEET 15 SHEET 16 SHEET 17 NEWELL DRIVE (WEST) SHEET 44 JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP08.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
8 GRAPHIC SCALE 150' 0' 75' 150' 300' SCALE: PLAN & PROFILE SHEET INDEX 1" = 150'
PLAN & PROFILE SHEET INDEX
BACKBONE IMPROVEMENT PLANS - PHASE 1A
8 FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT City of American Canyon Public Works
Job Site Copy
06/15/2022
08/08/2023
103
I
LOOP ROAD
SEE SHEET 18 MATCHLINE (STA 33+50) SEE SHEET 10 RIO DEL MAR (FUTURE EXTENSION)
LOOP ROAD
SEE SHEET 18 MATCHLINE (STA 33+50) SEE SHEET 10
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP09.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 70 80
90 100
110
70 80
90 100
110
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40' 9
CONSTRUCTION NOTES
SCALE:
RIO DEL MAR (STA 29+00-STA 33+50)
1" = 20'
KEY MAP 9 RIO DEL MAR (STA 29+00-STA 33+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 9
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
104
MATCHLINE (STA 33+50) SEE SHEET 9 MATCHLINE (STA 36+75) SEE SHEET 11 MATCHLINE (STA 33+50) SEE SHEET 9 MATCHLINE (STA 36+75) SEE SHEET 11
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP10.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 80 90
100
110
120
80 90
100
110
120
33+50 34+00 34+50 35+00 35+50 36+00 36+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
10 10
SCALE:
RIO DEL MAR (STA 33+50-STA 36+75)
1" = 20'
RIO DEL MAR (STA 33+50-STA 36+75) BACKBONE IMPROVEMENT PLANS - PHASE 1A 10 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
105
I MATCHLINE (STA 36+75) SEE SHEET 10 MATCHLINE (STA 41+00) SEE SHEET 12
ROLLING HILLS DRIVE
SEE SHEET 26
ROLLING HILLS DRIVE
SEE SHEET 26 MATCHLINE (STA 36+75) SEE SHEET 10 MATCHLINE (STA 41+00) SEE SHEET 12
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP11.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 90 100
110
120
130
90 100
110
120
130
37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
11 11
SCALE:
RIO DEL MAR (STA 36+75-STA 41+00)
1" = 20'
RIO DEL MAR (STA 36+75-STA 41+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 11 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
106
I MATCHLINE (STA 41+00) SEE SHEET 11 NEWELL DRIVE WEST SEE SHEET 17 RIO DEL MAR
CAUTION EXISTING LIVE GAS
LINE!!
MATCHLINE (STA 41+00) SEE SHEET 11
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP12.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 110
120
130
140
150
110
120
130
140
150
41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
12 12
SCALE:
RIO DEL MAR (STA 41+00-STA 45+25)
1" = 20'
RIO DEL MAR (STA 41+00-STA 45+25) BACKBONE IMPROVEMENT PLANS - PHASE 1A 12 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
107
MATCHLINE (STA 10+50) SEE SHEET 14 DONALDSON WAY
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP13.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 80 90
100
110
120
80 90
100
110
120
7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP 13
13 SCALE:
NEWELL DRIVE (WEST) (STA 7+00-STA 10+50)
1" = 20'
NEWELL DRIVE (WEST) (STA 7+00-STA 10+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 13 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
108
MATCHLINE (STA 14+00) SEE SHEET 15 MATCHLINE (STA 10+50) SEE SHEET 13
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP14.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 90 100
110
120
130
90 100
110
120
130
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
14 14
SCALE:
NEWELL DRIVE (WEST) (STA 10+50-STA 14+00)
1" = 20'
NEWELL DRIVE (WEST) (STA 10+50-STA 14+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 14 CONSTRUCTION NOTES
MATCHLINE (STA 10+50) SEE SHEET 13 MATCHLINE (STA 14+00) SEE SHEET 15
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
109
MATCHLINE (STA 18+00) SEE SHEET 16 MATCHLINE (STA 14+00) SEE SHEET 14 CAUTION EXISTING LIVE GAS LINE!! MATCHLINE (STA 18+00) SEE SHEET 16 MATCHLINE (STA 14+00) SEE SHEET 14
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP15.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 110
120
130
140
150
110
120
130
140
150
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
15 15
SCALE:
NEWELL DRIVE (WEST) (STA 14+00-STA 18+00)
1" = 20' NEWELL DRIVE (WEST) (STA 14+00-STA 18+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 15 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
110
MATCHLINE (STA 18+00) SEE SHEET 15 MATCHLINE (STA 22+00) SEE SHEET 17 CAUTION EXISTING LIVE GAS LINE!! MATCHLINE (STA 22+00) SEE SHEET 17 MATCHLINE (STA 18+00) SEE SHEET 15
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP16.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 130
140
150
160
170
130
140
150
160
170
18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
16 16
SCALE:
NEWELL DRIVE (WEST) (STA 18+00-STA 22+00)
1" = 20' NEWELL DRIVE (WEST) (STA 18+00-STA 22+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 16 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
111
RIO DEL MAR
SEE SHEET 12 MATCHLINE (STA 22+00) SEE SHEET 16
RIO DEL MAR
CAUTION EXISTING LIVE GAS LINE!!
MATCHLINE (STA 22+00) SEE SHEET 16
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP17.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 120
130
140
150
160
120
130
140
150
160
22+00 22+50 23+00 23+50 24+00 24+50 25+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
17 17
SCALE:
NEWELL DRIVE (WEST) (STA 22+00-STA 25+00)
1" = 20'
NEWELL DRIVE (WEST) (STA 22+00-STA 25+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 17 UTILITY CROSSING INDEX
CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
112
I I MATCHLINE (STA 12+50) SEE SHEET 19
RIO DEL MAR
SEE SHEET 9 MATCHLINE (STA 12+50) SEE SHEET 19
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP18.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 70 80
90 100
110
70 80
90 100
110
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
18 18
SCALE:
LOOP ROAD (STA 10+00-STA 12+50)
1" = 20'
LOOP ROAD (STA 10+00-STA 12+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 18 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
113
MATCHLINE (STA 12+50) SEE SHEET 18 MATCHLINE (STA 16+00) SEE SHEET 20 MATCHLINE (STA 12+50) SEE SHEET 18 MATCHLINE (STA 16+00) SEE SHEET 20
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP19.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 70 80
90 100
110
70 80
90 100
110
12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 9+50 10+00 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
19 19
SCALE:
LOOP ROAD (STA 12+50-STA 16+00)
1" = 20'
LOOP ROAD (STA 12+50-STA 16+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 19 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
PRIVATE RAW WATER
CROSSING PROFILE
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
114
I MATCHLINE (STA 16+00) SEE SHEET 19 MATCHLINE (STA 19+00) SEE SHEET 21 MATCHLINE (STA 16+00) SEE SHEET 19 MATCHLINE (STA 19+00) SEE SHEET 21
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP20.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 60 70
80 90
100
60 70
80 90
100
16+00 16+50 17+00 17+50 18+00 18+50 19+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
20 20
SCALE:
LOOP ROAD (STA 16+00-STA 19+00)
1" = 20' LOOP ROAD (STA 16+00-STA 19+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 20 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
115
I MATCHLINE (STA 19+00) SEE SHEET 20LOOP ROAD
CURB CUT DETAIL MATCHLINE (STA 19+00) SEE SHEET 20
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP21.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 60 70
80 90
100
60 70
80 90
100
19+00 19+50 20+00 20+50 21+00 21+50 22+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
21 21
SCALE:
LOOP ROAD (STA 19+00-STA 22+00)
1" = 20' LOOP ROAD (STA 19+00-STA 22+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 21 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
116
MATCHLINE (STA 14+50) SEE SHEET 23
TERRAZO LANE AA MATCHLINE (STA 14+50) SEE SHEET 23
SECTION A-A
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP22.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 80 90
100
110
120
80 90
100
110
120
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
22 22
SCALE:
ROLLING HILLS DRIVE (STA 10+00-STA 14+50)
1" = 20'
CONSTRUCTION NOTES ROLLING HILLS DRIVE (STA 10+00-STA 14+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 22 UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
117
I MATCHLINE (STA 14+50) SEE SHEET 22
MATCHLINE (STA 18+50) SEE SHEET 24 A A MATCHLINE (STA 14+50) SEE SHEET 22 MATCHLINE (STA 18+50) SEE SHEET 24
SECTION A-A
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP23.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 80 90
100
110
120
80 90
100
110
120
14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
23 23
SCALE:
ROLLING HILLS DRIVE (STA 14+50-STA 18+50)
1" = 20'
CONSTRUCTION NOTES
ROLLING HILLS DRIVE (STA 14+50-STA 18+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 23 UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
118
I MATCHLINE (STA 18+50) SEE SHEET 23
MATCHLINE (STA 22+00) SEE SHEET 25
STORM DRAIN
ALIGNMENT D
SEE SHEET 42 MATCHLINE (STA 18+50) SEE SHEET 23 MATCHLINE (STA 22+00) SEE SHEET 25
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP24.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 90 100
110
120
130
90 100
110
120
130
18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
24 24
SCALE:
ROLLING HILLS DRIVE (STA 18+50-STA 22+00)
1" = 20'
ROLLING HILLS DRIVE (STA 18+50-STA 22+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 24 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
119
MATCHLINE (STA 22+00) SEE SHEET 24 MATCHLINE (STA 26+25) SEE SHEET 26 MATCHLINE (STA 22+00) SEE SHEET 24 MATCHLINE (STA 26+25) SEE SHEET 26
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP25.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 90 100
110
120
130
90 100
110
120
130
22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
25 25
SCALE:
ROLLING HILLS DRIVE (STA 22+00-STA 26+25)
1" = 20'
ROLLING HILLS DRIVE (STA 22+00-STA 26+25) BACKBONE IMPROVEMENT PLANS - PHASE 1A 25 CONSTRUCTION NOTES
UTILITY CROSSING INDEX
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
120
MATCHLINE (STA 26+25) SEE SHEET 25
RIO DEL MAR
SEE SHEET 11
RIO DEL MAR
SEE SHEET 11 MATCHLINE (STA 26+25) SEE SHEET 25
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP26.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 90 100
110
120
130
90 100
110
120
130
26+00 26+50 27+00 27+50 28+00 28+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
26 26
SCALE:
ROLLING HILLS DRIVE (STA 26+25-STA 28+50)
1" = 20'
ROLLING HILLS DRIVE (STA 26+25-STA 28+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 26 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
121
OHW
OHW
OHW
OHW
OHW O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
MATCHLINE (STA 13+50) SEE SHEET 28 AA
SOUTH NAPA
JUNCTION ROAD
MATCHLINE (STA 13+50) SEE SHEET 28
SECTION A-A
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP27.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 40 50
60 70
80 40
50 60
70 80
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
27 27
SCALE:
ACCESS ROAD 1 (STA 10+00-STA 13+50)
1" = 20'
ACCESS ROAD 1 (STA 10+00-STA 13+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 27 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
122
HO
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O OHW
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO HO OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O OHWFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO MATCHLINE (STA 13+50) SEE SHEET 27 MATCHLINE (STA 16+50) SEE SHEET 29 AA MATCHLINE (STA 13+50) SEE SHEET 27 MATCHLINE (STA 16+50) SEE SHEET 29
SECTION A-A
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP28.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 60
70 80
90 50
60 70
80 90
13+50 14+00 14+50 15+00 15+50 16+00 16+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
28 28
SCALE:
ACCESS ROAD 1 (STA 13+50-STA 16+50)
1" = 20'
ACCESS ROAD 1 (STA 13+50-STA 16+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 28 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
123
X X X X X X X X X X X X W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO MATCHLINE (STA 16+50) SEE SHEET 28 MATCHLINE (STA 20+00) SEE SHEET 30 RIO DEL MAR MATCHLINE (STA 16+50) SEE SHEET 28 MATCHLINE (STA 20+00) SEE SHEET 30
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP29.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 60
70 80
90 50
60 70
80 90
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
29 29
SCALE:
ACCESS ROAD 1 (STA 16+50-STA 20+00)
1" = 20' ACCESS ROAD 1 (STA 16+50-STA 20+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 29 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
124
MATCHLINE (STA 23+00) SEE SHEET 31 MATCHLINE (STA 20+00) SEE SHEET 29 MATCHLINE (STA 20+00) SEE SHEET 29 MATCHLINE (STA 23+00) SEE SHEET 31
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP30.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 60
70 80
90 50
60 70
80 90
20+00 20+50 21+00 21+50 22+00 22+50 23+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
30 30
SCALE:
ACCESS ROAD 1 (STA 20+00-STA 23+00)
1" = 20' ACCESS ROAD 1 (STA 20+00-STA 23+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 30 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
125
ACCESS ROAD 2 SEE SHEET 33 MATCHLINE (STA 26+00) SEE SHEET 32 MATCHLINE (STA 23+00) SEE SHEET 30 MATCHLINE (STA 23+00) SEE SHEET 30 MATCHLINE (STA 26+00) SEE SHEET 32
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP31.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 60
70 80
90 50
60 70
80 90
23+00 23+50 24+00 24+50 25+00 25+50 26+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
31 31
SCALE:
ACCESS ROAD 1 (STA 23+00-STA 26+00)
1" = 20' ACCESS ROAD 1 (STA 23+00-STA 26+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 31 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
126
LOOP ROAD
SEE SHEET 18
RIO DEL MAR
MATCHLINE (STA 26+00) SEE SHEET 31 MATCHLINE (STA 25+00) SEE SHEET 31
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP32.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 60 70
80 90
100
60 70
80 90
100
26+00 26+50 27+00 27+50 28+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
32 32
SCALE:
ACCESS ROAD 1 (STA 26+00-STA 28+50)
1" = 20'
ACCESS ROAD 1 (STA 26+00-STA 28+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 32 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
127
ACCESS ROAD 1
SEE SHEET 31
ACCESS ROAD 1
SEE SHEET 32
MATCHLINE (STA 11+50)
SEE SHEET 34 MATCHLINE (STA 11+50) SEE SHEET 34
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP33.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 60
70 80
90 50
60 70
80 90
10+00 10+50 11+00 11+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
33 33
SCALE:
ACCESS ROAD 2 (STA 10+00-STA 11+50)
1" = 20' ACCESS ROAD 2 (STA 10+00-STA 11+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 33 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
128
SEE SHEET 33 MATCHLINE (STA 14+75) SEE SHEET 35 MATCHLINE (STA 11+50) SEE SHEET 33 MATCHLINE (STA 14+75) SEE SHEET 35
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP34.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 60
70 80
90 50
60 70
80 90
11+50 12+00 12+50 13+00 13+50 14+00 14+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
34 34
SCALE:
ACCESS ROAD 2 (STA 11+50-STA 14+75)
1" = 20' ACCESS ROAD 2 (STA 11+50-STA 14+75) BACKBONE IMPROVEMENT PLANS - PHASE 1A 34 FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
129
MATCHLINE (STA 14+75)
SEE SHEET 34 MATCHLINE (STA 18+50) SEE SHEET 36 MATCHLINE (STA 14+75) SEE SHEET 34 MATCHLINE (STA 18+50) SEE SHEET 36
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP35.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 60
70 80
90 50
60 70
80 90
15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
35 35
SCALE:
ACCESS ROAD 2 (STA 14+75-STA 18+50)
1" = 20' ACCESS ROAD 2 (STA 14+75-STA 18+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 35 CONSTRUCTION NOTE
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
130
MATCHLINE (STA 18+50) SEE SHEET 35 MATCHLINE (STA 23+00) SEE SHEET 37 MATCHLINE (STA 18+50) SEE SHEET 35 MATCHLINE (STA 23+00) SEE SHEET 37
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP36.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 60
70 80
90 50
60 70
80 90
18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
36 36
SCALE:
ACCESS ROAD 2 (STA 18+50-STA 23+00)
1" = 20' ACCESS ROAD 2 (STA 18+50-STA 23+00) BACKBONE IMPROVEMENT PLANS - PHASE 1A 36 UTILITY CROSSING INDEX
CONSTRUCTION NOTE
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
131
MATCHLINE (STA 23+00) SEE SHEET 36 MATCHLINE (STA 26+50) SEE SHEET 38
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP37.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
37 37
SCALE:
ACCESS ROAD 2 (STA 23+00-STA 26+50)
1" = 20' ACCESS ROAD 2 (STA 23+00-STA 26+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 37 MATCHLINE (STA 23+00) SEE SHEET 36 MATCHLINE (STA 26+50) SEE SHEET 38 50 60
70 80
90 50
60 70
80 90
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
132
MATCHLINE (STA 26+50)
SEE SHEET 37 MATCHLINE (STA 30+50) SEE SHEET 39 MATCHLINE (STA 26+50) SEE SHEET 37 MATCHLINE (STA 30+50) SEE SHEET 39
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JHJJN
G:\1217-061\ACAD\IP\IP38.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 FEB 7, 2022
50 60
70 80
90 50
60 70
80 90
26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
38 38
SCALE:
ACCESS ROAD 2 (STA 26+50-STA 30+50)
1" = 20'
ACCESS ROAD 2 (STA 26+50-STA 30+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 38 UTILITY CROSSING INDEX
CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
133
MATCHLINE (STA 30+50) SEE SHEET 38
LOOP ROAD
SEE SHEET 21 LOOP ROAD MATCHLINE (STA 30+50) SEE SHEET 38
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JHJJN
G:\1217-061\ACAD\IP\IP39.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 FEB 7, 2022
60 70
80 90
100
60 70
80 90
100
30+50 31+00 31+50 32+00 32+50 33+00 33+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
39 39
SCALE:
ACCESS ROAD 2 (STA 30+50-STA 33+50)
1" = 20'
ACCESS ROAD 2 (STA 30+50-STA 33+50) BACKBONE IMPROVEMENT PLANS - PHASE 1A 39 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
134
LOOP ROAD
SEE SHEET21
LOOP ROAD
SEE SHEET21
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JHJJN
G:\1217-061\ACAD\IP\IP40.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 FEB 7, 2022
60 70
80 90
100
60 70
80 90
100
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
40 40
SCALE:
STORM DRAIN ALIGNMENT A
1" = 20' STORM DRAIN ALIGNMENT A BACKBONE IMPROVEMENT PLANS - PHASE 1A 40 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
135
FO FO FO FO FO FO FO FO FO FO
OHW OHW OHW OHW OHW OHW OHW OH
FO FO FO FO FO FO FO FO FO FO FO
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JHJJN
G:\1217-061\ACAD\IP\IP41.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 FEB 7, 2022
50 60
70 80
90 50
60 70
80 90
10+00 10+50 11+00 11+50 10+00 10+50 11+00 11+50 12+00
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
41 41
SCALE:
STORM DRAIN ALIGNMENT B
1" = 20' STORM DRAIN ALIGNMENT B & C BACKBONE IMPROVEMENT PLANS - PHASE 1A 41 SCALE:
STORM DRAIN ALIGNMENT C
1" = 20'
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
136
ROLLING HILLS DRIVE
SEE SHEET 24
ROLLING HILLS DRIVE
SEE SHEET 24
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP42.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 10+00 10+50 11+00 11+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
42 42
SCALE:
STORM DRAIN ALIGNMENT D (STA 10+00-STA 11+75)
1" = 20' STORM DRAIN ALIGNMENT D BACKBONE IMPROVEMENT PLANS - PHASE 1A 42 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
SCALE:
STORM DRAIN ALIGNMENT D (STA 11+75-STA 13+50)
1" = 20'
90 100
110
120
80 SEE RIGHT SEE LEFT SEE RIGHT SEE LEFT
70 80
90 100
60 12+00 12+50 13+00 13+50
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
137
NEWELL DRIVE NEWELL DRIVE WEST NEWELL DRIVE WEST
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP43.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
43 43
SCALE: STORM DRAIN ALIGNMENT E & F BACKBONE IMPROVEMENT PLANS - PHASE 1A 43 STORM DRAIN ALIGNMENT E
1" = 20' SCALE:
STORM DRAIN ALIGNMENT F
1" = 20'
90 100
110
120
130
90 100
110
120
130
9+50 10+00 10+50 10+00 10+50 11+00 11+50
CAUTION EXISTING LIVE GAS LINE!!
CAUTION EXISTING LIVE GAS LINE!!
11+00
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
138
RIO DEL MAR
SEE SHEET 12
NEWELL DRIVE CAUTION EXISTING LIVE GAS LINE!!
CB 97 BERM DETAIL
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP44.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 110
120
130
140
150
110
120
130
140
150
9+50 10+00 10+50 11+00 11+50 12+00 12+50
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4'
GRAPHIC SCALE
20' 0' 10' 20' 40'
KEY MAP
40 44
SCALE:
STORM DRAIN ALIGNMENT G
1" = 20' STORM DRAIN ALIGNMENT G BACKBONE IMPROVEMENT PLANS - PHASE 1A 44 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
139
SD CROSSING 1 SD CROSSING 2 SD CROSSING 3 SD CROSSING 4 SD CROSSING 6 SD CROSSING 7 SD CROSSING 8 SD CROSSING 9 SD CROSSING 10 SD CROSSING 5
SD CROSSING 11
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4' UTILITY CROSSINGS BACKBONE IMPROVEMENT PLANS - PHASE 1A 45 JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP45.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 45 FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
140
SD CROSSING 12 SD CROSSING 14 SD CROSSING 15 SD CROSSING 16 SD CROSSING 17 SD CROSSING 19
SD CROSSING 13
SD CROSSING 18 SD CROSSING 20 SD CROSSING 21 SD CROSSING 22 SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4' UTILITY CROSSINGS BACKBONE IMPROVEMENT PLANS - PHASE 1A 46 JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP46.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 46 CONSTRUCTION NOTES
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
141
SS CROSSING 1 SS CROSSING 2
SS CROSSING 5 SS CROSSING 4
SS CROSSING 3
SS CROSSING 6
SCALE: 1" =
VERTICAL 1" =
HORIZONTAL
PROFILE
20'
4' UTILITY CROSSINGS BACKBONE IMPROVEMENT PLANS - PHASE 1A 47 JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP47.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 47 FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
142
JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP48.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 48
CURB RAMP DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 48 CURB RETURN 1 CURB RETURN 2 CURB RETURN 3 CURB RETURN 4 CURB RETURN 5 CURB RETURN 6 CURB RETURN 7 CURB RETURN 8 CURB RETURN 9 CURB RETURN 10
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
143
JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP49.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 49
CURB RAMP DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 49 CURB RETURN 11 CURB RETURN 12 CURB RETURN 16 CURB RETURN 17 GRAPHIC SCALE 10' 0' 5' 10' 20' CURB RETURN 13 CURB RETURN 14 CURB RETURN 15 CURB RETURN 18 CURB RETURN 19 CURB RETURN 20 & 21
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
144
A A
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP50.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 50 ROUNDABOUT FINE GRADING BACKBONE IMPROVEMENT PLANS - PHASE 1A 50 CONSTRUCTION NOTES:
ROLLING HILLS DRIVE
SECTION A-A RIO DEL MAR
GRAPHIC SCALE
20' 0' 10' 20' 40'
ROLLING HILLS DRIVE RIO DEL MAR
ROLLING HILLS DRIVE
ROLLING HILLS DRIVE RIO DEL MAR RIO DEL MAR
GRAPHIC SCALE
20' 0' 10' 20' 40'
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT 08/08/2023
145
X
X
X X X
X X
X
42" SERVICE CLEARANCE REQUIRED IN FRONT CONTROL PANEL
RIO DEL MAR
LOOP ROAD
NEWELL DRIVE
ROLLING HILLS DRIVE
SOUTH NAPA
JUNCTION ROAD
SUMMERWOOD
DRIVE
ROLLING HILLS DRIVE JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP51.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 51 GRAPHIC SCALE 150' 0' 75' 150' 300'
OVERALL STORMWATER DRAINAGE AREA
BACKBONE IMPROVEMENT PLANS - PHASE 1A 51
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
146
A
A BIORETENTION AREA SECTION A-A
X X
X X JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JH
JJN G:\1217-061\ACAD\IP\IP52.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 52
STORMWATER QUALITY & DETENTION BASIN A
BACKBONE IMPROVEMENT PLANS - PHASE 1A 52 GRAPHIC SCALE 20' 0' 10' 20' 40'
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
147
A
A
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO X X
X X
X X BIORETENTION AREA
FO FO FO FO FO FO FO JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JH
JJN G:\1217-061\ACAD\IP\IP53.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
FEB 7, 2022 53
STORMWATER QUALITY & DETENTION BASIN D
BACKBONE IMPROVEMENT PLANS - PHASE 1A 53 GRAPHIC SCALE 40' 0' 20' 40' 80' DETAIL A
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
148
ROLLING HILLS DRIVE
A
A BIORETENTION AREA SECTION A-A SD PUMP OUTLET DETAIL JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP54.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 54
STORMWATER QUALITY BASIN B
BACKBONE IMPROVEMENT PLANS - PHASE 1A 54 GRAPHIC SCALE 20' 0' 10' 20' 40'
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
149
NEWELL DRIVE
NEWELL DRIVE BIORETENTION AREA JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP55.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 55
STORMWATER QUALITY BASIN C
BACKBONE IMPROVEMENT PLANS - PHASE 1A 55 GRAPHIC SCALE 20' 0' 10' 20' 40'
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
150
RIO DEL MAR
SHARE THE PATH
SHARE
THE PATH
SHARE THE PATH
SHARE THE PATH
SHARE THE PATH
SHARE THE PATH
SHARE THE PATH
SHARE THE PATH
SHARE
THE PATH
SHARE
THE PATH
SHARE
THE PATH
SHARE THE PATH
THE PATH SHARE
SHARE THE PATH
THE PATH SHARE RIO DEL MAR
SHARE THE PATH
SHARE THE PATH
SHARE THE PATH JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP56.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 56
SIGNING & STRIPING PLAN - RIO DEL MAR
BACKBONE IMPROVEMENT PLANS - PHASE 1A 56 GRAPHIC SCALE 40' 0' 20' 40' 80' LEGEND: ABBREVIATIONS: LOOP ROAD SEE SHEET 59 SEE ABOVE SEE BELOW LOT 10 ROLLING HILLS DRIVE SEE SHEET 58 NEWELL DRIVE WEST SEE SHEET 57 RIO DEL MAR TRIPLE FOUR CROSSWALK DETAIL TYPICAL PARKING STALL DETAIL RIO DEL MAR RIO DEL MAR ℄ TYPICAL PARKING STALL DETAIL
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
151
NEWELL DRIVE WEST NEWELL DRIVE WEST SHARE THE PATH SHARE THE PATH SHARE
THE PATH
SHARE
THE PATH
SHARE
THE PATH
SHARE
THE PATH
SHARE
THE PATH
SHARE
THE PATH
SHARE THE PATH
SHARE THE PATH
SHARE
THE PATH SHARE
THE PATH
SHARE
THE PATH
SHARE THE PATH
SHARE THE PATH
SHARE
THE PATH
SHARE
THE PATH
SHARE
THE PATH JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP57.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 57
SIGNING & STRIPING PLAN - NEWELL DRIVE
BACKBONE IMPROVEMENT PLANS - PHASE 1A 57 GRAPHIC SCALE 40' 0' 20' 40' 80' LEGEND: ABBREVIATIONS:
SEE BELOW
SEE ABOVE BIKE LANE MARKING STANDARD DETAIL BIKE RAMP STANDARD DETAIL NEWELL DRIVE WEST NEWELL DRIVE WEST
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
152
ROLLING HILLS DRIVE ROLLING HILLS DRIVE JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP58.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 58
SIGNING & STRIPING PLAN - ROLLING HILLS DRIVE
BACKBONE IMPROVEMENT PLANS - PHASE 1A 58 GRAPHIC SCALE 40' 0' 20' 40' 80' LEGEND: ABBREVIATIONS:
LOT 10
RIO DEL MAR
SEE SHEET 56
RIO DEL MAR
SEE SHEET 56
SEE ABOVE
SEE BELOW ROLLING HILLS DRIVE ROLLING HILLS DRIVE TYPICAL PARKING TICK DETAIL NO PARKING STRIPING STANDARD DETAIL
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
153
LOOP ROAD LOOP ROAD JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP59.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 59
SIGNING & STRIPING PLAN - LOOP ROAD
BACKBONE IMPROVEMENT PLANS - PHASE 1A 59 GRAPHIC SCALE 40' 0' 20' 40' 80' LEGEND: ABBREVIATIONS: SEE ABOVE RIO DEL MAR SEE SHEET 56 RIO DEL MAR SEE BELOW LOOP ROAD LOOP ROAD LOOP ROAD SPEED TABLE CHEVRON DETAIL CHEVRON PLACEMENT DETAIL ℄
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
08/08/2023
154
APPLICABLE (BUT NOT LIMITED TO)
CURRENT CASQA STORMWATER BMP
CONSTRUCTION HANDBOOK
WDID #: 2 28C393190
RISK LEVEL 2 SITES -
BEST MANAGEMENT PRACTICE NOTES:
EROSION AND SEDIMENT CONTROL/SWPPP PLAN NOTES:
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP60.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 EROSION CONTROL NOTES BACKBONE IMPROVEMENT PLANS - PHASE 1A 60 60
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
155
JOB NUMBER
SHEET NUMBER
OF
1217-061 CITY OF AMERICAN CANYON CALIFORNIA WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70 DRAWN BY: DATE: WPC PROJ. ENGR: PROJ. MGR: JJN JUN 13, 2022 JH G:\1217-061\ACAD\IP\IP61.DWG CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 EROSION CONTROL DETAILS BACKBONE IMPROVEMENT PLANS - PHASE 1A 61 61
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022 08/08/2023
156
LOOP ROAD
RIO DEL MAR
NEWELL DRIVE
(FUTURE)
ROLLING HILLS DRIVE
SOUTH NAPA
JUNCTION ROAD
RIO DEL MAR
NEWELL DRIVE
(FUTURE) CANTADA WAY
DONALDSON WAY
ROLLING HILLS DRIVE
SUMMERWOOD DRIVE
S
S
R
R
R
S LEGEND
S GRAPHIC SCALE 150' 0' 75' 150' 300'
CQUALIFIED SWPPP PRACTITIONER (QSP) MARK KNOWN LOCATIONS* R JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JH
JJN G:\1217-061\ACAD\IP\IP62.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
FEB 7, 2022
OVERALL EROSION CONTROL PLAN
BACKBONE IMPROVEMENT PLANS - PHASE 1A 62 62
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
157
LOOP ROAD
S
S
R GRAPHIC SCALE 100' 0' 50' 100' 200' LEGEND
SR JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JH
JJN G:\1217-061\ACAD\IP\IP63.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
FEB 7, 2022
EROSION CONTROL PLAN
BACKBONE IMPROVEMENT PLANS - PHASE 1A 63 63
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
158
NEWELL DRIVE (FUTURE)
S
R
R
R
S GRAPHIC SCALE 100' 0' 50' 100' 200' LEGEND
SR JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JH
JJN G:\1217-061\ACAD\IP\IP64.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
FEB 7, 2022
EROSION CONTROL PLAN
BACKBONE IMPROVEMENT PLANS - PHASE 1A 64 64
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
159
JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP65.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 65
CITY DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 65
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
160
JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP66.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 66
CITY DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 66
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
161
JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP67.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 67
CITY DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 67
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
162
JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP68.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 68
CITY DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 68
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
163
JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP69.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 69
CITY DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 69
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
164
JOB NUMBER SHEET NUMBER OF 1217-061
CITY OF AMERICAN CANYON CALIFORNIA
WATSON RANCH - BACKBONE IMPROVEMENTS NAPA COUNTY 70
DRAWN BY:
DATE:
WPC
PROJ. ENGR:
PROJ. MGR:
JJN
JUN 13, 2022
JH G:\1217-061\ACAD\IP\IP70.DWG
CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456 70
RAPID FLASHING BEACON DETAILS
BACKBONE IMPROVEMENT PLANS - PHASE 1A 70
FOR SURFACE IMPROVEMENTS
CONSTRUCTION ONLY
STORM DRAIN, SANITARY SEWER,
WATER, & RECYCLED WATER BY
SEPARATE PERMIT
City of American Canyon
Public Works
Job Site Copy
06/15/2022
08/08/2023
165
SOUTHERN PACIFIC RAILROAD HIGHWAY 29
PROPOSED PUMP
STATION LOCATION REVISIONS APPR DATE NO234567 DATE: SCALE: DESIGN: DRAWN: CHECKED: CMCMLDJ OF (408) 246-4848 SANTA CLARA, CA 95050 1171 HOMESTEAD ROAD, STE 255 CONSULTING CIVIL ENGINEERS Schaaf Wheeler 16 WATSON RANCH SANITARY SEWER PUMP STATION ESSIONAL ENGINEER ROF P ED RET IS GER CALI FORNIA OF TE ATS JOHNSON D. EN CI VI L No. 84183 CE AL WR 01/26/2022
RECORD DRAWINGS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR 1 RECORD DRAWINGS 8/04/2023 SEE SHEET NTS
LOCATION MAP
NTS
VICINITY MAP
SHEET NO. DWG NO. TITLE 1 T1 TITLE SHEET 2 C1 PHASING PLAN 3 C2 STATION PLAN 4 C3 PUMP STATION DETAILS 5-6 C4 - C5 SUPPORTING DETAILS 7 E1 ELECTRICAL SYMBOLS, ABBREVIATIONS 8 E1.1 OUTDOOR TITLE 24 9-10 E2 - E2.1 ELECTRICAL SITE PLAN
11 E3 SINGLE LINE DIAGRAM
12 E3.1 PEDESTAL ELEVATION
13 E4 ELECTRICAL DETAILS
14-15 E5 - E5.1 ELECTRICAL DETAILS
16 E6 ELECTRICAL DETAILS
01 T 1.0 TITLE SHEET SEE SHEET
Bay
Pacific Ocean
Francisco
San
PROJECT
LOCATION
WATSON RANCH SANITARY SEWER PUMP STATION
IMPROVEMENTS PROJECT
ERICA AHMANN SMITHIES
APPROVED BY:
DATE
DIRECTOR OF PUBLIC WORKS
GEOTECHNICAL ENGINEER
APPROVED BY:
DATE
166
71 SS SS SS W SS SS W W W WSS W SS SS W W W W W W SS
(N) SEWER (REFER TO
CIVIL SHEETS 29 - 30)
RIO DEL MAR (FUTURE)
RIO DEL MAR (FUTURE)
SOUTH NAPA JUNCTION ROAD
SOUTHERN PACIFIC RAILROAD
QUARRY LAKE
OFFSITE 18" SD LINE
OFFSITE 15" SS LINE
OFFSITE 12" WATER LINE
OFFSITE 12" RW LINE
(E) STORM
DRAIN
CULVERT 8' CHAIN
LINK FENCE
PROPOSED PUMP
STATION LOCATION
FUTURE DETENTION
BASIN
LOT 20
LOT 11
12" WATER LINE
(SEE CIVIL SHEETS) SS SS SS W SS SS W W W WSS W SS SS W W W W W W SS 70 75 73 72 74 71 7372 74 7677787980 70 70 REVISIONS APPR DATE NO234567 DATE: SCALE: DESIGN: DRAWN: CHECKED: CMCMLDJ OF (408) 246-4848 SANTA CLARA, CA 95050 1171 HOMESTEAD ROAD, STE 255 CONSULTING CIVIL ENGINEERS Schaaf Wheeler 16 WATSON RANCH SANITARY SEWER PUMP STATION ESSIONAL ENGINEER ROF P ED RET IS GER CALI FORNIA OF TE ATS JOHNSON D. EN CI VI L No. 84183 CE AL WR 01/26/2022
RECORD DRAWINGS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR 1 RECORD DRAWINGS 8/04/2023 SEE SHEET NTS
PROPOSED SITE PLAN
VERTICAL DATUM
1. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). PLEASE REFER TO CIVIL SHEET 1 FOR PROJECT BENCHMARK AND BASIS OF BEARING.
AB AGGREGATE BASE
AC ASPHALT CONCRETE
ACP ASBESTOS CEMENT PIPE
CDF CONTROLLED DENSITY FILL
CLR CLEAR
DEMO DEMOLISH
DI DUCTILE IRON
DIA DIAMETER
DIP DUCTILE IRON PIPE
E EASTING
(E) EXISTING, ELECTRICAL
EL ELEVATION
ELL ELBOW
E.W. EACH WAY
FL FLANGED
FM FORCEMAIN
GALV GALVANIZED
GPM GALLONS PER MINUTE
HDPE HIGH DENSITY POLYETHYLENE
I.D. INTERNAL DIAMETER
INV INVERT
MCC MOTOR CONTROL CENTER
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT N NORTHING
(N) NEW
NTS NOT TO SCALE
O.C. ON CENTER
PCC PORTLAND CEMENT CONCRETE
PE PLAIN END
PV PAVEMENT
PVC POLYVINYL CHLORIDE
PWWF PEAK WET WEATHER FLOW
RW RECYCLED WATER
SD STORM DRAIN
SS SEWER, STAINLESS STEEL
THD THREADED
TYP TYPICAL
VFD VARIABLE FREQUENCY DRIVE W WATER
02 C1.0PHASING PLAN SEE SHEET
CHAIN LINK FENCE
EASEMENT LINE
SANITARY SEWER STRUCTURE
SANITARY SEWER AND MANHOLE
WATERLINEPOTABLE
BACKFLOW PREVENTION DEVICE
BOLLARD
GATE VALVE
LIGHT POLE
WATER METER (BELOW GRADE) X
SS W LEGEND
ABBREVIATIONS
167
71 SS SS
W
SS
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
(N) SEWER (REFER TO
CIVIL SHEETS 29 - 30)
8' CHAIN LINK FENCE
FUTURE DETENTION
BASIN
LOT 20
LOT 11 SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
12" WATER LINE
(SEE CIVIL SHEETS)
10'±
10'±
1' ±
10' 3" ± 8' 6" ±
17' ± 32' ±
5'
34' ±
86' ±
89'±
24'±
60' ±
W W W W SS SS SS
W
SS
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
MOTORIZED ROLLING
GATE
MIN 1 FT VERTICAL
SEPARATION B/W
SS AND W MAINS 70
75 73
72 74
71 73
72 74
76 77
78 79
80 70
SS
SS
N: 1827160.79
E: 6489482.62
N: 1827141.87
E: 6489497.84 xx.xx PV 70.57 FG 71.15
2.0% PV 70.89 PV 70.40 PV 70.16 PV 70.50 PV 72.13
2.0%
2.0%
2.0%
2.0%
1.5%
1.5%
1.5% 0.8%
1.5%
PV 70.66
PV 70.52 PV 70.62
PV 70.76 PV 71.82
PV 71.82
PV 71.80
PV 71.80
PV 71.50
PV 71.50
PV 71.52
PV 71.52
SS MH
#3
TRANSFORMER AND CONCRETE PAD.
SEE SITE ELECTRICAL SHEETS FOR
TRANSFORMER DESIGN.
SITE LIGHTING (TYP OF 6),
SEE ELECTRICAL SHEETS
WETWELL,
15" PVC SS SEE SHEET C3
OVERFLOW
INSTALL 4" GATE VALVE IN
VALVE CAN WITH EXTENSION
AS REQUIRED, SEE DETAILS
4" Ø PVC SCH 40 WASH PAD DRAIN GR
ELEV 71.06± (S=.02), EXTEND TO WETWELL,
INSTALL BURIED GATE VALVE, MUELLER
BRAND OR EQUAL, SEE DETAIL
15'' FLAPGATE
REMOVABLE BOLLARD, AS NEEDED,
5' SPACING MAXIMUM, 3' MIN FROM
FACE OF GENERATOR AND MCC,
TYP SEE DETAIL
CONCRETE WASH PAD
WITH POTABLE WATER
CONNECTION, SLOPE TO
DRAIN, SEE DETAIL
WATER HOSE
BIB, SEE DETAIL
BACKFLOW PREVENTION
DEVICE
WATER METER BOX
MOTOR CONTROL CENTER
AND CONCRETE PAD, SEE
ELECTRICAL SHEETS
BYPASS PUMPING
CONNECTION, SEE
DETAIL
ENCAPSULATE ALL
FERROUS FITTINGS
IN CDF (TYP)
VALVE
VAULT
PROVIDE PREFABRICATED
SHADE STRUCTURE OVER
MCC, SEE DETAIL
10" PVC SS
ACCESS ROAD
(SEE CIVIL SHEETS)
SEWER EASEMENT
N: 1827235.12
E: 6489537.68
N: 1827197.90
E: 6489566.99
N: 1827192.73
E: 6489484.51
N: 1827169.97
E: 6489519.02 N: 1827185.05
E: 6489537.63
N: 1827149.50
E: 6489493.76
N: 1827192.02
E: 6489488.43
N: 1827201.73
E: 6489542.34
N: 1827188.94
E: 6489527.73
EMERGENCY
GENERATOR
STAGING
AREA
TURNAROUND
AC PAVING WITHIN FENCING AREA,
SEE GEOTECHNICAL REPORT FOR
SECTION REQUIREMENTS
N: 1827196.20
E: 6489502.38
N: 1827202.98
E: 6489502.07
N: 1827196.20
E: 6489502.38
N: 1827215.80
E: 6489543.81
C5
2 C5
5 C5
6 C5
3 C4
1 C4
6 C4
7 C4
2 C5
4 3' MIN
N: 1827201.99 E: 6489530.36
APPROXIMATE
LOCATION OF
RELOCATED
ANTENNA MAST REVISIONS APPR DATE NO
234567 DATE: SCALE: DESIGN: DRAWN: CHECKED: CMCMLDJ
OF (408) 246-4848 SANTA CLARA, CA 95050 1171 HOMESTEAD ROAD, STE 255 CONSULTING CIVIL ENGINEERS Schaaf Wheeler 16 WATSON RANCH SANITARY SEWER PUMP STATION
ESSIONAL ENGINEER
ROF P ED RET IS
GE
R
CALI FORNIA
OF TE ATS
JOHNSON
D. EN
CI VI L
No. 84183
CE
AL
WR 01/26/2022
RECORD DRAWINGS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1 RECORD DRAWINGS 8/04/2023 SEE SHEET
03 C2.0STATION PLAN
SHEET NOTES
1. ALL COORDINATES AND DIMENSIONS ARE APPROXIMATE. 2. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). CONFIRM COORDINATES WITH SITE CIVIL. COORDINATE SYSTEM: CALIFORNIA STATE PLANE II
3. ELECTRICAL EQUIPMENT FOUNDATION, REBAR, MOUNTING, AND ANCHORAGE SHALL BE DESIGNED AND STAMPED BY A LICENSED CALIFORNIA ENGINEER. SEE ELECTRICAL SHEETS FOR ELECTRICAL EQUIPMENT DESIGN.
4. ALL CONCRETE FOUNDATIONS SHALL BE DESIGN-BUILD BY THE GENERAL CONTRACTOR. CONTRACTOR SHALL SUBMIT STRUCTURAL DETAILS AND CALCULATION FOR ANCHORAGE AND FOUNDATION STAMPED AND SIGNED BY REGISTERED CALIFORNIA PROFESSIONAL ENGINEER.
5. MOTORIZED ACCESS GATES ARE DEFERRED DESIGN ITEMS TO BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE REQUIREMENTS WITH THE CITY OF AMERICAN CANYON.
6. CONTRACTOR TO INSTALL 8' CHAINLINK FENCING. CHAINLINK FENCE SHALL HAVE TOP RAIL AND ALL POSTS SHALL BE CAPPED. POSTS SHALL BE STEEL AND SET A MINIMUM 2' BELOW GRADE.
SCALE: 1" = 10'
PLAN
ESTIMATED SEWER FLOWS
BUILD-OUT PUMP STATION 1,263 GPM
SCALE: 1 INCH = 10 FEET
SURVEY CONTROL NOTES
1. COORDINATES ARE LOCATED BASED ON THE CONTROL POINT USED DURING THE SURVEY. SEE CIVIL SHEET 1 FOR CONTROL POINT AND BASIS OF BEARINGS. SEE SHEET 168
-A
BC4
60"
84" ± 105" ±
C4
3 C4
4 281
2 " 72"
6 3
4 " 24" 24" 78" 20"
℄
℄
H-20 TRAFFIC RATED ACCESS
HATCH WITH CLEAR OPENING
DIMENSIONS SHOWN
6" GATE VALVE, FL
(TYP OF 5)
6" CHECK VALVE, FL
(TYP OF 3)
PIPE PENETRATION
(TYP) SEE DETAIL
6" DIP SPOOL, FL
L =6" ±
6" TEE, FL (TYP OF 3)
6" DIP, PE
(TYP OF 3)
H-20 TRAFFIC RATED
ACCESS HATCH WITH
CLEAR OPENING
DIMENSIONS SHOWN
VALVE VAULT
FLOOR DRAIN,
SEE DETAIL
SLOPE VAULT
FLOOR TO DRAIN
15"Ø GRAVITY SEWER
INSTALL RELINER DROP BOWL,
INSTALL 15"Ø DROP PIPE TO 1'
ABOVE INVERT OF WETWELL
15"Ø SEWER
OVERFLOW
INV EL= 65.87
10" C900 DR 18
PVC (ROUTE TO
DOWNSTREAM MH)
18" X 18" SS PLATE, SEE DETAIL
12" X 12" SS PLATE 6" EBAA
MEGAFLANGE
(TYP OF 4)
10" DIP REDUCER, FL
ENCAPSULATE IN CDF
6" ALL AROUND
6" DIP SPOOL, FL
L = 6" ±
10" EBAA
MEGAFLANGE
6" C900 DR 18
PVC BYPASS
WASH PAD 4" DRAIN
C4
8 6" COLLAR
PER RFI 6
C4
5 12" TYP
12" TYP
C5
1 INV 52.1' ±
RIM = 71.5 ± (VERIFY WITH CIVIL GRADING)
INV 66.2' ±
INV EL 65.87'±
INV 64.9' ±
ALL PUMPS OFF LEVEL EL 53.7' ±
HIGH LEVEL ALARM EL 57.8' ±
ALL PUMPS ON
LEAD PUMP ON EL 55.7' ±
FLOAT SWITCH LEVELS ULTRASONIC LEVELS
HIGH LEVEL ALARM EL 57.8' ±
ALL PUMPS ON
LEAD PUMP ON EL 55.7' ±
LEAD PUMP OFF LEVEL EL 53.7' ±
LAG PUMP OFF LEVEL EL 54.2' ±
LOW LEVEL ALARM EL 53.2' ±
INV EL 57.8'±
FLYGT NP 3102 LT
IMPELLER 422
(TYP OF 3)
6-INCH DIP, PExFL
(TYP OF 3)
INSTALL
GUIDERAILS PER
MANUFACTURER
RECOMMENDATIONS
6" ELBOW, MJ
(TYP OF 3)
15"Ø GRAVITY
SEWER
OVERFLOW
6" DIP, PE
(TYP OF 3)
6" CHECK VALVE,
FL (TYP OF 3)
6" GATE VALVE, FL
(TYP OF 5)
6" TEE, FL
10' I.D. PRECAST
CONCRETE MH
15"Ø GRAVITY
SEWER
GROUTED FILLET
SLOPE TOWARD
PUMP VOLUTE
PIPE SUPPORT
(TYP OF 6)
PER RFI 3
DISCHARGE PIPE SUPPORT
(TYP OF 3) , SEE DETAIL
ULTRASONIC
TRANSDUCER
12" MIN CRUSHED ROCK AROUND PERIMETER
EXTENDING 5 FEET UP FROM BASE
PER GEOTECHNICAL RECOMMENDATION
12" MIN CRUSHED ROCK,
WRAPPED IN FILTER FABRIC,
MIRAFI 140N OR APPROVED
EQUAL PER GEOTECHNICAL
RECOMMENDATION (TYP)
6" EBAA
MEGAFLANGE
(TYP OF 4) 52"
ENCAPSULATE IN
CDF 6" ALL
AROUND
6" MJ SLEEVE
(TYP OF 3)
LAG PUMP ON EL 56.2' ± LAG PUMP ON EL 56.2' ±
6" C900 DR 18
PVC BYPASS
INV 66.1'±
INV EL 67.3'±
WASH PAD
4" DRAIN
H-20 TRAFFIC RATED
ACCESS HATCH
H-20 TRAFFIC RATED
ACCESS HATCH
3.5" AC OVER 13.0" AB
0.02' ±
0.02' ± 0.02' ± 0.02' ± 72" MIN
6 3
4 " 4
1 4
"
℄
℄
MIN HATCH
CLEAR
OPENING
PUMP REFERENCE
POINT (TYP OF 3)
3/4" ANCHOR
BOLT (TYP OF 12)
28 1
2 " MIN
4 1
4 " 24" 24" 10"
11"± 5" REVISIONS APPR DATE NO
234567 DATE: SCALE: DESIGN: DRAWN: CHECKED: CMCMLDJ
OF (408) 246-4848 SANTA CLARA, CA 95050 1171 HOMESTEAD ROAD, STE 255 CONSULTING CIVIL ENGINEERS Schaaf Wheeler 16 WATSON RANCH SANITARY SEWER PUMP STATION
ESSIONAL ENGINEER
ROF P ED RET IS
GE
R
CALI FORNIA
OF TE ATS
JOHNSON
D. EN
CI VI L
No. 84183
CE
AL
WR 01/26/2022
RECORD DRAWINGS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1 RECORD DRAWINGS 8/04/2023 SEE SHEET
04 C3.0PUMP STATION DETAILS
SCALE: 1/2" = 1'
PUMP MOUNTING DETAIL
-2
SCALE: 1/2" = 1'
PUMP PLAN DETAIL
-1
SCALE: 1/2" = 1'
SECTION
-A
PUMP STATION NOTES
1. SEE SHEET C2.0 FOR PLAN VIEW
2. SEWER PUMP STATION WETWELL AND VALVE VAULT TO BE PRECAST WITH FLAT TOP SLAB AND INTEGRAL BASE SECTION. PRECAST COLD JOINTS SHALL BE SEALED WITH RAM-NEK GASKET MATERIAL. STRUCTURE SHALL BE RATED FOR H-20 LOADING AND PROJECT SOIL/GROUNDWATER CONDITIONS. CONTRACTOR SHALL EXTEND THE TOP SLAB
TO ACCOMMODATE ACCESS HATCH AS REQUIRED DESIGN AND LOAD CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER. LOADING SHALL BE IN CONFORMANCE WITH THE PROJECT GEOTECHNICAL REPORT.
3. SUBMERSIBLE PUMPS SHALL BE FLYGT NP 3102 LT IMP 422 WITH RATING POINT OF 800 GPM @ 15.0 FT TDH, 5 HP 3 PHASE 240 V MOTOR, 6" NOMINAL DISCHARGE. PUMPS SHALL BE EXPLOSION PROOF RATED, SUITABLE FOR CLASS 1, DIVISION 1 HAZARDOUS LOCATIONS. CONTRACTOR SHALL VERIFY SITE ELECTRICAL SERVICE PHASE AND VOLTAGE. PUMP SHALL BE OPERATED IN TRIPLEX CONFIGURATION WITH TWO PUMPS CAPABLE OF CONVEYING THE DESIGN FLOW.
4. AN ULTRASONIC TRANSDUCER SHALL BE INSTALLED AS THE PRIMARY CONTROLLER WITH A TOTAL OF FOUR (4) FLOATS OPERATING AS FULLY REDUNDANT BACKUP CONTROLS. FOR THE REDUNDANT FLOAT CONTROLS, ONE NORMALLY OPEN FLOAT SHALL START THE LEAD PUMP, ONE NORMALLY OPEN FLOAT SHALL ACTIVATE THE HIGH LEVEL ALARM AND ONE NORMALLY OPEN FLOAT SHALL STOP ALL PUMPS. REFER TO SECTION A / C3.0 FOR ULTRASONIC TRANSDUCER SETPOINTS.
5. PUMP WETWELL AND VALVE VAULT ACCESS HATCH SHALL BE ALUMINUM INDIRECTLY TRAFFIC RATED WITH ANGLE FRAME. IN THE CLOSED POSITION THE COVER SHALL BE BOLTED TO THE FRAME TO MEET LOAD RATING BY MANUFACTURER. ACCESS HATCHES TO BE SUPPLIED WITH HOLD OPEN ARM CAPABLE OF LOCKING THE HATCH IN THE 90
DEGREE OPEN POSITION, RECESSED LIFT HANDLE, HEAVY DUTY PNEU-SPRING FOR EASE OF OPERATION WHEN OPENING, SLAM LOCK AND HINGED SAFETY GRATE TO AID IN FALL PREVENTION AND UNAUTHORIZED ENTRY. DESIGN OF ACCESS HATCH TO CONFORM TO OSHA STANDARD 1910.23. ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
HATCH SHALL BE RATED FOR MINIMUM AASHTO H20-44 LOADING.
6. ALL PUMP STATION ACCESSORY HARDWARE INCLUDING ANCHOR BOLTS, LIFTING CHAIN, GUIDE RAILS AND BRACKETS SHALL BE TYPE 316 STAINLESS STEEL.
7. ALL BOLTS, NUTS, AND WASHERS USED FOR CONNECTING VALVES, FITTINGS, PUMPS, AND OTHER APPURTENANCES SHALL BE STAINLESS STEEL TYPE 316. ALL BOLTS AND NUTS SHALL BE PROVIDED WITH XYLAN FLUOROPOLYMER COATING, TRIPAC 2000 OR EQUAL.
8. SWING CHECK VALVE TO BE AIR CUSHIONED CHECK VALVE, APCO SERIES 250 OR EQUAL.
9. GATE VALVES TO BE RESILIENT WEDGE TYPE, MUELLER COMPANY 2360 SERIES OR EQUAL, WITH DUCTILE IRON BODY AND A 2-INCH OPERATOR NUT FOR BURIED SERVICE.
PROVIDE A REMOVABLE HANDWHEEL FOR EACH VALVE.
10. DUCTILE IRON PIPE SHALL MEET OR EXCEED REQUIREMENTS PER AWWA C151 STANDARDS.
10.1. BURIED PIPE: BURIED PIPE SHALL BE COATED WITH ASPHALTIC MATERIAL AS SPECIFIED IN AWWA C151. A MINIMUM THICKNESS OF 1-MIL ASPHALTIC COATING SHALL BE APPLIED. BURIED PIPE SHALL BE ENCASED IN POLYWRAP PER AWWA C105 STANDARDS.
10.2. EXPOSED PIPE: EXPOSED PIPE WITHIN THE WETWELL SHALL BE PREPARED PER THE NATIONAL ASSOCIATION OF PIPE FABRICATORS STANDARD NAPF 500-03 AND
COATED WITH AN EXTERIOR PROTECTIVE PIPE COATING INCORPORATING HIGH SOLIDS AMINE CURED EPOXY FOR MAXIMUM PROTECTION OF THE EXTERIOR OF THE DUCTILE IRON PIPE. COATING SHALL BE TENEMEC SERIES 141 AT A MINIMUM OF 16 MILS DRY FILM THICKNESS, OR US PIPE CERAMAWRAP AT A MINIMUM DRY FILM THICKNESS OF 20 MILS.
10.3. DUCTILE IRON FITTINGS SHALL MEET OR EXCEED AWWA C110 STANDARDS.
11. ALL VALVES, ELBOWS, AND FITTINGS SHALL BE DUCTILE IRON UNLESS OTHERWISE SPECIFIED. DUCTILE IRON FITTINGS SHALL MEET OR EXCEED REQUIREMENTS PER AWWA C110 STANDARDS. ALL BURIED DUCTILE IRON FITTINGS SHALL BE CEMENT LINED AND PROTECTED FROM CORROSION WITH POLYWRAP IN ACCORDANCE WITH AWWA C105.
ALL NON BURIED DUCTILE IRON PIPING AND FITTINGS SHALL BE COATED WITH FUSION BONDED EPOXY LINED TO MEET OR EXCEED REQUIREMENTS PER AWWA C116.
12. ALL JOINTS SHALL BE MECHANICALLY RESTRAINED BY USE OF FLANGES, MEGALUGS, OR LOCKING GASKETS.
ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS INCLUDED IN THE MOST CURRENT EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC). WET WELL SHALL BE CONSIDERED A CLASS 1, DIVISION 1 HAZARDOUS LOCATION.
2. SEE ELECTRICAL SHEETS FOR PANEL AND CONDUIT DETAILS AND SPECIFICATIONS.
GENERAL NOTES
1. ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). PLEASE REFER TO CIVIL SHEET 1 FOR PROJECT BENCHMARK AND BASIS OF BEARING.
169
12" 12"
6"
24"
2" Ø 90° ELBOW
(TYP)
FLOOR DRAIN,
ZURN FD2380
2" Ø P-TRAP
2" PVC PIPE,
SCHEDULE 80 (TYP)
2% MIN SLOPE
2" SOCKET COUPLING
FLUSH W/ WALL
PIPE CLAMP SUPPORT
2" RUBBER DUCKBILL
CHECK VALVE, PROCO
PROFLEX STYLE 730
GROUT FILL
(TYP)
INVERT OF 63.8'
WET SIDE PIPE, DUCT OR CONDUIT PENETRATION DRY SIDE
(E) CONCRETE WALL
INSTALL LINKSEAL
OR EQUAL PER
MANUFACTURER'S
RECOMMENDATIONS
APPLY SIKA ARMATECH
1C TO ANY EXPOSED
REBAR FROM CORING.
FILL ANNULAR SPACE
W/NON-SHRINK GROUT
WALL SLEEVE TO
MATCH
LINKSEAL
SPECIFICATION
FLANGE CRADLE SUPPORT
PIPE SIZE CRADLE
MATERIAL THREAD STUD BASE PLATE
EXTENSION
PIPE REQD
MINIMUM
DISTANCE TO
FLOOR
6" 1
2 " X 2" 1" X 6" 8" X 8" X 1
4 " 2" TYPE 316 SS 7"
10" 1
2 " X 2 1
2 " 1" X 6" 8" X 8" X 1
4 " 2" TYPE 316 SS 7"
THREAD STUD
EXTENSION TYPE
316 SS PIPE
CRADLE
STRAP
1" GROUT PAD
(TYP)
1/2" x 5" SS EPOXIED
ANCHOR BOLT W/
LOCKWASHER,
TYP OF 4 PER
SUPPORT
SEISMIC TABS 3" 6" MIN (RISER PIPE)
12" MIN
TRAFFIC RATED VALVE BOX
SET VALVE BOX FLUSH
WITH FINISHED GRADE
VALVE BOX RISER AS NEEDED. RISER
PIPE TO BE PLUMB AND CENTERED
OVER VALVE STEM AND SHALL BE
CONSTRUCTED FROM A SINGLE
LENGTH OF PIPE WITH NO JOINT.
CLASS "A" CONCRETE
COLLAR
BACKFILL AND COMPACT
PER GEOTECHNICAL
REPORT 24" CLR
GATE VALVE
STANDARD NUT
GATE VALVE
2" SQUARE NUT
VALVE CAN LID
SEE DETAIL 6
THIS SHEET
1 1
4"Ø SS ROD
STEM
EXTENSION
GATE VALVE
OPERATING
SOCKET
8" PVC VALVE
BOX EXTENSION
AS REQ'D
1 4"x7"Ø
STEADYING PLATE
PCC COLLAR SEE
DETAIL 6 THIS SHEET
FINISHED GRADE 36"
6" TYP
6" TYP
CONCRETE
COLLAR
#5 REBAR BENT
AROUND PIPE,
TYP OF 2
6" ELL, FL
6" DIP, FL x
PE
6" ELBOW, MJ
4" CAM & GROOVE
COUPLING
(ADAPTER F) W
DUST CAP
6" DR 18 C900
PVC PIPE
NOTES:
ENCAPSULATE ALL FERROUS
FITTINGS IN CDF.
ENCAPSULATE
IN CDF 6" ALL
AROUND
5 3
-
-
INV 64.9' ±
VAULT
6" TEE, FL
6" DIP
SPOOL, FL,
L=6"±
PIPE SUPPORT (TYP OF 6)
PER RFI 3 SEE DETAIL
6" GATE
VALVE, FL
PIPE PENETRATION,
SEE DETAIL
6" TEE, FL
(TYP OF 2)
INV 66.0' ±
10" DIP
REDUCER,
FL
6" DIP
SPOOL, FL,
L=6"±
10" EBAA
MEGAFLANGE
10" C900
DR 18 PVC 12"
6"
PER PLANS
NOTES:
1. ANCHORS AND SUPPORT HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
2. CONTRACTOR TO PROVIDE FITTINGS AS REQ'D.
4" Ø 90° ELBOW
(TYP)
FLOOR DRAIN,
ZURN ZC535
4" Ø P-TRAP
4" PVC PIPE,
SCHEDULE 80 (TYP)
4" SOCKET COUPLING 2% MIN SLOPE
FLUSH W/WALL
PIPE CLAMP SUPPORT
4" RUBBER DUCKBILL
CHECK VALVE, PROCO
PROFLEX STYLE 730
GROUT FILL
(TYP)
INSTALL 4" GATE
VALVE IN VALVE CAN
3' MIN
MIN 3"±
RIM 71.06±
C6 x10.5 C-CHANNEL 6"
1-INCH NPT. COORDINATE EXACT SIZE
REQUIREMENTS WITH ULTRASONIC
SENSOR MANUFACTURER
1/2 - INCH WEDGE
ANCHOR PENETRATION
(TYP FOF 2)
18" x 18"
SS PLATE
12"
-A
3" MIN
C6 x10.5 C-CHANNEL
1/2 - INCH WEDGE
ANCHOR. PROVIDE
5-INCH MIN EMBEDMENT
(TYP FOF 2)
18" X 18" SS PLATE
ULTRASONIC LEVEL
SENSOR
ROUTE CABLE TO WALL
PENETRATION.
SUPPORT CABLE ALONG
UNDERSIDE OF TOP
SLAB VIA KELLUMS GRIP
AND STAINLESS STEEL
HOOKS -A
SCALE: NTS
SECTION
REMOVE FRAME
FOR NEENAH
PRODUCT REVISIONS APPR DATE NO
234567 DATE: SCALE: DESIGN: DRAWN: CHECKED: CMCMLDJ
OF (408) 246-4848 SANTA CLARA, CA 95050 1171 HOMESTEAD ROAD, STE 255 CONSULTING CIVIL ENGINEERS Schaaf Wheeler 16 WATSON RANCH SANITARY SEWER PUMP STATION
ESSIONAL ENGINEER
ROF P ED RET IS
GE
R
CALI FORNIA
OF TE ATS
JOHNSON
D. EN
CI VI L
No. 84183
CE
AL
WR 01/26/2022
RECORD DRAWINGS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1 RECORD DRAWINGS 8/04/2023 SEE SHEET
05 C4.0SUPPORTING DETAILS
SCALE: NTS
VALVE VAULT FLOOR DRAIN DETAIL
-4
SCALE: NTS
WALL PENETRATION DETAIL
-3
SCALE: NTS
PIPE SUPPORT DETAIL
-5
SCALE: NTS
VALVE CAN DETAIL
-6
SCALE: NTS
VALVE EXTENSION DETAIL
-7
SCALE: NTS
BYPASS CONNECTION
- SCALE: 1/2" = 1'
SECTION
-B
SCALE: NTS
WASH-DOWN PAD DRAIN DETAIL
- SCALE: NTS
WALL PENETRATION DETAIL
-3
2 1
SCALE: NTS
ULTRASONIC LEVEL COVER AND SUPPORT DETAIL
-8
170
B
B
SECTION B-B
5"
1/2"Ø X 5" SS EXPANSION
ANCHOR EMBED INTO
CONC MINIMUM OF 4"
(2 PER CONNECTION)
NOTE: USE 316 SS
FOR ALL
COMPONENTS
3" X 3" 1/4"
SS ANGLE
MITER ENDS TO
MATCH WET
WELL WALL
PUMP
DISCHARGE
(TYP OF 3)
4" X 4" 1/4"
SS ANGLE
4" X 4" 1/4"
SS ANGLE
1/2" SS BOLT
(TYP OF 2)
3" X 3" 1/4"
SS ANGLE
GROUT
LEVELING PAD
WETWELL WALL
36"
16" DIA
36"
MIN
3"
3"
NOTE: PAINT GUARD POST OSHA YELLOW
PORTLAND CEMENT
CONCRETE(CLASS A)
6" SCH 80
STEEL PIPE
CAST IN PLACE
4" SCH 40
STEEL PIPE
4" THREADED
CAP
FINISH GRADE
10" LONG GALV
BOLT THRU PIPE
90"
6"'
5'-6"±
TO EXTEND WIDTH OF
PANEL CONCRETE SLAB
12 1
60"
(N) ROOF
(N) POST
(TYP OF 2 TOTAL)
MOTOR
CONTROL
CENTER
MCC CONCRETE
PAD
SHADE STRUCTURE SPECIFICATIONS:
1. SHADE STRUCTURE SHALL BE DESIGN-BUILD BY GENERAL
CONTRACTOR. CONTRACTOR SHALL SUBMIT STRUCTURAL
DETAILS AND CALCULATION FOR THE CANOPY, FRAME,
SUPPORTS, ANCHORAGE, AND FOUNDATION STAMPED AND
SIGNED BY REGISTERED CALIFORNIA PROFESSIONAL ENGINEER.
2. THE INSTALLATION OF FABRICATED METAL WORK WORK SHALL CONFORM TO THE 2019 CALIFORNIA BUILDING CODE (CBC). ALL
LOADS AND LOAD COMBINATIONS SHALL BE IN ACCORDANCE
WITH THE CBC. DESIGN SHALL INCLUDE WIND AND SEISMIC
LOADS.
3. ANCHORAGE
3.1. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 WITH
GRADES AS SPECIFIED BY THE CANOPY MANUFACTURER.
HEX NUTS SHALL CONFORM TO ASTM A563. WASHERS
SHALL CONFORM TO AST F436.
4. ROOF COVERING AND SUPPORTS
4.1. EXPOSED METAL ROOF COVERING SHALL BE EITHER
24-GAUGE (MINIMUM) ALUMINUM ZINC COATED STEEL
PANELS OR 24-GAUGE (MINIMUM) ALUMINUM PANELS. ROOF
PANELS SHALL BE OF A RIBBED DESIGN. ROOF PANELS
SHALL BE FASTENED TO THE PURLINS WITH STAINLESS
STEEL OR ALUMINUM WEATHER-SEALED TYPE SCREWS,
BOLTS, RIVETS, OR CLIPS. FASTENERS SHALL BE
ADEQUATELY SPACED TO DEVELOP CODE UPLIFT
RESISTANCE.
4.2. ROOF PANELS SHALL BE COATED WITH A MANUFACTURER'S
STANDARD COATING SYSTEM. CONTRACTOR SHALL SUBMIT
A COLOR CHIP TO THE CITY FOR APPROVAL.
5. FRAMING
5.1. THE PRE-FABRICATED METAL CANOPY SHALL BE A STEEL
CLEAR SPAN RIGID FRAME AND BRACED STRUCTURE WITH
STEEL SUB-FRAMING AND ROOF SHEETS. CANOPY SHALL BE
SUPPORTED ON TWO COLUMNS AS SHOWN IN THE
DRAWINGS. ROOF SLOPE SHALL NOT BE LESS THAN 1
2 " PER
FOOT.
5.2. FRAMING, INCLUDING COLUMNS, SHALL BE COMPOSED OF
STRUCTURAL STEEL TUBING. TUBING SHALL BE
STRUCTURAL STEEL HOLLOW STRUCTURAL SECTIONS (HSS)
OF RECTANGULAR OR SQUARE CROSS-SECTIONS
CONFORMING TO EITHER ASTM A500 RO A1085
SHADE STRUCTURE PIER AND
REINFORCING STEEL TO BE DESIGNED
BY THE GENERAL CONTRACTOR.
12" OC
NOTE: HOSE BIB SHALL BE LOCATED 42" ABOVE FINISHED GRADE
CU X FPT ADPT
NO-KINK HOSE BIB
ARROWHEAD MODEL NO. 351LK
W/LOOSE KEY LOCKSHIELD
3/4" MPT X 3/4" HOSE
SS U-BOLT (TYP) 4" x4" PRESSURE
TREATED WOOD
POST 3/4" CU 45° EL
CU X MPT ADPT
1" X 3/4" BRASS BUSHING
1" X 1" X 1" BRASS TEE,
MUELLER H-15391
CHAIN LINK
FENCE
3/4" CU 90°,
FPT X SLP
3/4" COPPER PIPE
TYPE K (TYP)
PROVIDE
ADEQUATE
BLOCKING
FINISH
GRADE
POST
FOUNDATION
30"
3' MIN
12"
CONCRETE WASH PAD
#5 REBAR, 12"
O.C. E.W.
8±"
6±"
CLASS 2 AB TO 95% RELATIVE
COMPACTION PER SECTION 5.1.5
OF GEOTECHNICAL REPORT
SCARIFY AND RECOMPACT
COMPACT SUBGRADE PER
GEOTECHNICAL REQ'S 12" MIN 2" ± 3" CLR. 2" CLR.
2" (TYP),
U.O.N
MAT FOUNDATION SPECIFICATIONS:
1. NET ALLOWABLE BEARING PRESSURE OF MAT
SLAB AND EQUIPMENT SHALL BE 3,000 PSF DUE
TO LIVE AND DEAD LOADS AND 4,000 PSF DUE TO
SHORT TERM LOADING EFFECTS FROM WIND
AND SEISMIC.
2. AREAS REQUIRING PLACEMENT OF FILL SHALL
BE SCARIFIED AN ADDITIONAL DEPTH OF
8-INCHES BEYOND THE DEPTH OF FILL. FOR 0 TO
18 INCHES BELOW SUBGRADE: 95% RELATIVE
COMPACTION, MOISTURE CONTENT ABOVE
OPTIMUM AS DETERMINED IN THE FIELD BY A
REPRESENTATIVE OF THE GEOTECHNICAL
ENGINEER. OVER 18 INCHES BELOW SUBGRADE:
90% RELATIVE COMPACTION, MOISTURE
CONTENT ABOVE OPTIMUM AS DETERMINED IN
THE FIELD BY A REPRESENTATIVE OF THE
GEOTECHNICAL ENGINEER.
3. 28-DAY CONCRETE STRENGTH SHALL BE 4,000
PSI MINIMUM; REINFORCING BARS SHALL BE
ASTM A615 GR. 60.
4. REINFORCEMENT DESIGN FOR EQUIPMENT
PADS/MAT SLABS SHALL BE PROVIDED BY THE
CONTRACTOR. CALCULATIONS SHALL BE
SIGNED/STAMPED BY A REGISTERED
CALIFORNIA ENGINEER AND SHALL MEET THE
REQUIREMENTS OF THE LATEST EDITION OF THE
CBC, ASCE-7-16 AND ACI.
12" MIN CRUSHED GRAVEL OR ENGINEERED
FILL. COMPACT SUBGRADE TO 95%
RELATIVE COMPACTION PER SECTION 5.1.5
OF GEOTECH REPORT. SEE NOTE 2.
SEISMIC ANCHORAGE CALCULATIONS
TO BE PROVIDED BY MANUFACTURER,
SEE ELECTRICAL DRAWINGS
3/4" CHAMFER, TYP.
#5 @ 16" OC MAX EA
WAY, TOP & BOTTOM
ELECTRICAL EQUIP, SEE PLANS
TOP OF
FINISHED
GRADE
DISCHARGE
PIPE
1" Ø x 8" SS
ANCHOR BOLTS
(TYP. OF 8)
HEAVY DUTY,
FACE-MOUNTED
CAST IRON FLAP
GATE
HEAVY DUTY, FACE-MOUNTED
CAST IRON FLAP GATE
BOLTED TO DISCHARGE BOX REVISIONS APPR DATE NO
234567 DATE: SCALE: DESIGN: DRAWN: CHECKED: CMCMLDJ
OF (408) 246-4848 SANTA CLARA, CA 95050 1171 HOMESTEAD ROAD, STE 255 CONSULTING CIVIL ENGINEERS Schaaf Wheeler 16 WATSON RANCH SANITARY SEWER PUMP STATION
ESSIONAL ENGINEER
ROF P ED RET IS
GE
R
CALI FORNIA
OF TE ATS
JOHNSON
D. EN
CI VI L
No. 84183
CE
AL
WR 01/26/2022
RECORD DRAWINGS
BASED ON
AS-BUILT INFORMATION
PROVIDED BY
PROJECT CONTRACTOR
1 RECORD DRAWINGS 8/04/2023 SEE SHEET
06 C5.0SUPPORTING DETAILS
SCALE: NTS
PIPE SUPPORT DETAIL
-1
SCALE: NTS
REMOVABLE BOLLARD DETAIL
-2
SCALE: NTS
HOSE BIBB DETAIL
-3
SCALE: NTS
SHADE STRUCTURE DETAIL
-5
SCALE: NTS
ELECTRICAL EQUIPMENT PAD
-6
SCALE: NTS
CONCRETE WASH PAD
-4
SCALE: NTS
FLAPGATE MOUNTING
-7
171
REVISIONS APPR DATE NO1234567
DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 7 E1.0
SYMBOLS & ABBREVIATIONS
172
REVISIONS APPR DATE NO1234567
DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 8 E1.1
OUTDOOR-TITLE 24
173
71 RIO DEL MAR (FUTURE)
SOUTHERN PACIFIC RAILROAD FUTURE DETENTION BASIN LOT 20 LOT 11 70 75
73 72
74 71
73 72
74 76
77 78
79 80
70 70
REVISIONS APPR DATE NO
1 2
3 4
5 6
7 DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 9 E2.0
SITE PLAN
174
71 70
72 71
70 REVISIONS APPR DATE NO
1 2
3 4
5 6
7 DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 10E2.1
PARTIAL SITE PLAN
175
REVISIONS APPR DATE NO1234567
DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 11E3.0
SINGLE LINE DIAGRAM
176
REVISIONS APPR DATE NO1234567
DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 12E3.1
PEDESTAL ELEVATION
177
REVISIONS APPR DATE NO1234567
DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 13E4.0
ELECTRICAL DETAILS
178
REVISIONS APPR DATE NO1234567
DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 14E5.0
ELECTRICAL DETAILS
179
REVISIONS APPR DATE NO
1 2
3 4
5 6
7 DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 15E5.1
ELECTRICAL DETAILS
·
180
REVISIONS APPR DATE NO1234567
DATE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1/26/2022
T.P.
C.L.
T.P. OF
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255
CONSULTING CIVIL ENGINEERS
Schaaf Wheeler 16
WATSON RANCH SANITARY SEWER PUMP STATION
AS SHOWN
RECORD DRAWINGS T.P. 8/4/23 16E6.0
ELECTRICAL DETAILS
181
Watson Ranch Phase 1 (Backbone)
Corrective Action / Punch List Report
10-23-2023
Punch List Items
Item # Category Description Date Created Completed Days to Resolution
Attached
Files
( before /
after )
Attached
Photos
( before /
after )
Urgency
17 Concrete Rolling Hills sta. 15+50+/- Aug 12 2022 11:06 am [ ] 437 0/0 1/0 Level 1 18 Concrete Crack in Valley Gutter at DI 59 Aug 17 2022 11:11 am [ ] 432 0/0 1/1 Level 1 19 Concrete Curb/gutter Rolling Hills dr. sta. 23+50+- Aug 17 2022 11:17 am [ ] 432 0/0 0/0 Level 1 20 Concrete Curb/gutter Rolling Hills dr. sta. 23+50+- Aug 17 2022 11:17 am [ ] 432 0/0 0/0 Level 1 21 Concrete Crack in outer ring of roundabout. Aug 19 2022 02:38 pm [ ] 430 0/0 2/0 Level 1 22 Concrete Rolling Hills dr. sidewalk damaged Sep 13 2022 12:28 pm [ ] 405 0/0 0/0 Level 1 28 Concrete Sidewalk Newell dr. west at sta. 16+20
approx.
Oct 05 2022 12:40 pm [ ] 383 0/0 1/0 Level 1
32 Concrete Cracking in Sidewalk RDM Oct 11 2022 12:59 pm [ ] 377 0/0 0/0 Level 1 33 Concrete Cracking in Sidewalk RDM Oct 11 2022 12:59 pm [ ] 377 0/0 1/0 Level 1 34 Concrete Damage to concrete Roundabout outer
ring.
Oct 11 2022 01:03 pm [ ] 377 0/0 0/0 Level 1
37 Asphalt Cleanliness of paved streets. Oct 17 2022 12:07 pm [ ] 371 0/0 19/1 Level 1 38 Concrete Cracking in Sidewalk Rolling Hills dr. stra, 28+89
Oct 26 2022 01:44 pm [ ] 362 0/0 1/0 Level 1
43 Storm Drain DI 55 to CB 54, per comments from
video observation
Oct 28 2022 08:46 am [ ] 360 0/0 2/0 Level 1
182
Item # Category Description Date Created Completed Days to Res Att Files Att Photos Urgency 44 Storm Drain DI 55 to CB 54, per comments from
video observation
Oct 28 2022 08:46 am [ ] 360 0/0 0/0 Level 1
45 Concrete Crack in valley gutter on RDM Nov 02 2022 03:26 pm [ ] 355 0/0 1/0 Level 1 46 Concrete Crack in valley gutter on RDM Nov 02 2022 03:26 pm [ ] 355 0/0 0/0 Level 1 47 Concrete Crack in curb at median, RDM Nov 02 2022 03:29 pm [ ] 355 0/0 1/0 Level 1 48 Concrete Crack in curb at median, RDM Nov 02 2022 03:39 pm [ ] 355 0/0 1/0 Level 1 49 Concrete Crack in valley gutter on RDM Nov 02 2022 03:46 pm [ ] 355 0/0 1/0 Level 1 51 Concrete Cracked driveway approach Newlle Dr.
West
Nov 03 2022 01:26 pm [ ] 354 0/0 0/0 Level 1
52 Concrete Cracked driveway approach Newlle Dr.
West
Nov 03 2022 01:26 pm [ ] 354 0/0 1/0 Level 1
53 Concrete Curb damaged Loop rd. Nov 04 2022 10:51 am [ ] 353 0/0 1/0 Level 1 54 Concrete Crack in curb at , RDM Nov 04 2022 11:31 am [ ] 353 0/0 2/0 Level 1 56 Concrete Damage to new sidewalk Rio Del Mar at
Newell Drive
Nov 10 2022 10:45 am [ ] 347 0/0 1/0 Level 1
59 Concrete Damaged sidewalk RDM Dec 08 2022 01:13 pm [ ] 319 0/0 4/0 Level 1 60 Asphalt Damaged sidewalk RDM Dec 08 2022 01:17 pm [ ] 319 0/0 3/0 Level 1 64 Striping/Legends Street name sign at North side of
Roundabout Noth side
Apr 11 2023 10:48 am [ ] 195 0/0 1/0 Level 1
67 Concrete Damaged concrete Apr 11 2023 12:22 pm [ ] 195 0/0 5/0 Level 1 68 Storm Drain DI67 per rfi 126 Apr 13 2023 12:37 pm [ ] 193 0/0 1/0 Level 1 69 Concrete Center line joint on 10' wide sidewalk Apr 13 2023 01:11 pm [ ] 193 0/0 3/0 Level 1 85 Asphalt Settled pavement Jun 05 2023 01:13 pm [ ] 140 0/0 3/0 Level 1 86 Storm Drain Basin D 42" inlet at NE corner of basin Jun 06 2023 02:41 pm [ ] 139 0/0 9/0 Level 1 88 Sewer Lift station Jun 12 2023 12:59 pm [ ] 133 0/0 3/0 Level 1 89 Water, Recycled RW WATER BLOW OFF Jun 13 2023 08:02 am [ ] 132 0/0 1/0 Level 1 183
Item # Category Description Date Created Completed Days to Res Att Files Att Photos Urgency 90 Misc. CP TEST station Jun 13 2023 09:04 am [ ] 132 0/0 2/0 Level 1 93 Asphalt Damaged Asphalt during flow testing Jun 14 2023 12:01 pm [ ] 131 0/0 4/0 Level 1 94 Concrete Fire Damaged concrete sidewalk Jun 19 2023 11:52 am [ ] 126 0/0 9/0 Level 1 102 Concrete RDM sta. 43+00 . Jul 21 2023 12:16 pm [ ] 94 0/0 2/0 Level 1 106 Concrete Sidewalk undermined RDM STA.43+00
65'rt. Of CL
Aug 10 2023 11:54 am [ ] 74 0/0 5/0 Level 1
110 Misc. Temporary gate and fence at Access rd.
2 Aug 30 2023 09:21 am [ ] 54 0/0 0/0 Level 1
111 Misc. Temporary gate and fence at Access rd.
2 Aug 30 2023 09:21 am [ ] 54 0/0 0/0 Level 1
112 Asphalt Mallen wy sta. 10+00-10+50+/- Sep 08 2023 12:41 pm [ ] 45 0/0 2/0 Level 1 184
CITY COUNCIL AGENDA
NOVEMBER 7, 2023
STAFF REPORT
PUBLIC HEARING
ITEM NUMBER: 16.
TITLE
Paoli/Watson Lane Annexation Project
RECOMMENDATION
Consider three City Council actions:
(1) A Resolu1on of the City Council of the City of American Canyon (i) Cer1fying the Paoli/Watson Lane Annexa1on Project Final Environmental Impact Report (SCH #2022090097), (ii) Adop1ng CEQA Findings of Fact, and (III) Adop1ng a Mi1ga1on Monitoring and Repor1ng Program; approximately 83 acres located within the City of American Canyon Sphere of Influence in unincorporated Napa County and approximately 3-acres in the City of American Canyon east of SR-29. (2) A Resolu1on of the City Council of the City of American Canyon approving a General Plan Amendment for the Paoli/Watson Lane Annexa1on Project for land currently designated Agriculture to Industrial and Residen1al Estate, approximately 83 acres located within the City of American Canyon Sphere of Influence in unincorporated Napa County. (3) Waive first reading, read by 1tle only, and adopt an Ordinance by the City Council of the City of American Canyon approving Pre-Zoning from Agriculture to Paoli Light Industrial, Paoli Commercial Overlay District, Residen1al Estate, and Railroad Right-of-Way for the Paoli/Watson Lane Annexa1on Project, approximately 83 acres, located within the City of American Canyon Sphere of Influence in unincorporated Napa County east of State Route (SR-29) and Paoli Loop Road; and an approximately 3-acre Rezoning within the City of American Canyon between SR-29 and Paoli Loop Road from Light Industrial to Paoli Light Industrial with a Paoli Commercial Overlay District; and the addi1on of American Canyon Municipal Code Sec1on 19.10.050(F) Special Development Requirements for the Residential Estate Zoning District on Watson Land and Paoli Loop Road.
CONTACT
Brent Cooper, AICP, Community Development Director
BACKGROUND & ANALYSIS
The City of American Canyon is proposing to annex the Paoli Loop/Watson Lane area. Consis1ng of approximately 83 acres, the annexa1on area at the northeast city limits has long been an1cipated due to its status within the City’s Sphere of Influence (SOI) and Urban Limit Line. SOI is a phrase in 185
State Law that recognizes land that is logical to add to the City limits in the foreseeable future. The Urban Limit Line is a voter-approved boundary that limits urban expansion of the City of American Canyon to the Year 2030. A vicinity map is included as Attachment 0.1.
Development of a proposed Industrial Park within the Annexa1on Area will provide funding for a Newell Drive “Eastside Connector” roadway parallel to Highway 29. This long-awaited parallel roadway will help relieve Highway 29 traffic. The Newell Drive Eastside Connector will also improve first responder access in an emergency. New construc1on and business ac1vity will generate economic benefits to American Canyon and Napa County Region.
On October 26, 2023, the Planning Commission recommended the City Council approve a Program Environmental Impact Report; a General Plan Amendment; and Zoning Regula1ons following a public hearing that was well aLended by residents of the area. The Planning Commission also recognized the Airport Land Use Commission’s (ALUC) special purpose to protect public health, safety, and welfare near the Napa County Airport by adding ALUC as a reviewing body for new residen1al subdivisions within the Annexa1on Area. The proposed ALUC subdivision review role is discussed further in "Pre-Zoning and Rezoning" below.
The Annexation Area is surrounded by City limits to the east, west, and south.
East of the Annexa1on Area is Watson Ranch and agricultural uses in unincorporated Napa County.
West of the Annexa1on Area is Paoli Loop Road, State Route (SR) 29, and industrial uses to the west of SR-29.
South of the Annexa1on Area are two homes, vacant Union Pacific Railroad (UPRR) land, and the Napa Junction mixed residential/commercial development.
North of the Annexa1on Area is the “Hess/Laird” property in unincorporated Napa County.
Napa County is currently reviewing a proposed industrial entitlement for this property.
The Paoli/Watson Annexa1on Area contains a mix of undeveloped land, residen1al uses, outdoor storage, and UPRR right-of-way. An aerial map of the project site is included as ALachment 0.2. Site photographs depicting the Annexation Area is included as Attachment 0.3.
The Objectives of the Proposed Project are to:
1. Promote economic growth in American Canyon by attracting new industries.
2. Promote development that generates net posi1ve tax revenues for the City by genera1ng more in new tax revenues than are consumed by City expenditures on services provided to the development.
3. Create new employment opportuni1es for residents of Napa County and the surrounding region.
4. Extend Newell Drive, which would augment north-south travel parallel to SR-29.
5. Improve American Canyon’s jobs-housing ratio by adding new employment opportunities. 186
6. Further the goals and policies of the City of American Canyon General Plan by developing land contemplated to support urban development to its highest and best use.
7. Preserve the most biologically sensitive portions of the project site as open space.
8. Install circula1on improvements along Paoli Loop and Watson Lane that provide efficient ingress and egress to the Proposed Project while also ensuring these facili1es operate at acceptable levels.
9. Promote public safety by incorporating security measures into the project design.
10. Mi1gate impacts on the environment through implementa1on of feasible mi1ga1on measures.
The Project includes three Entitlements. They are:
1. A Program Environmental Impact Report (PEIR) (See Attachment 1 to 1.E);
2. A General Plan amendment to designate land currently designated Agriculture to Industrial and Residential Estate (See Attachment 2); and
3. Pre-Zoning consistent with the General Plan and Rezoning within American Canyon consistent with adjacent property in the Annexation Area (See Attachment 3).
The City Council is the final approval authority because the project includes an amendment to the General Plan, Pre-Zoning, and Rezoning.
General Plan
The County General Plan designates most of the Annexa1on Area as Industrial, while the area east of the UPRR right-of-way is designated Agriculture-Watershed.
The City’s General Plan designates this property for Agriculture, Town Center, and Residen1al Estate. Annexa1on Laws in California generally prohibit ci1es from annexing land with “rural” land use designa1ons, such as Agriculture or Open Space. From a prac1cal point of view, there are few reasons to annex Agriculture or Open Space land because in most cases, it does not generate sufficient economic ac1vity to warrant annexing into the City. For this reason, the City must amend the General Plan to accommodate “urban” uses within the Annexation Area.
In place of an Agriculture General Plan designa1on, the Project would designate the Annexa1on Area west of the UPRR with Industrial and Estate Residen1al. The Industrial component adds economic value to help fund an extension to Newell Drive. The Rural Estate designa1on reflects the exis1ng residen1al neighborhood and County regula1ons on Watson Lane. The property east of UPRR was previously designated Town Center along with Watson Ranch in 2008. A map depic1ng current and proposed General Plan land use is included as Attachment 0.4.
Extending Newell Drive across the northern boundary of the Annexa1on Area to Watson Ranch would complete an "eastside" parallel roadway to SR-29 and help relieve traffic conges1on. The Hess/Laird project in Napa County, north of the annexa1on area would extend Newell Drive further north to S. Kelly Road. A graphic depic1ng the Paoli/Watson Newell Drive extension is included as 187
Attachment 0.5.
Pre-Zoning and Rezoning
Annexa1on laws require ci1es to “Pre-Zone” property within the Annexa1on Area. “Pre-Zone” is a State Annexa1on term for designa1ng zoning regula1ons on property outside the City limits. Once the property is annexed, the “Pre-Zoning” becomes “Zoning.” The proposed Pre-Zoning would consist of the following changes:
The property east of the UPRR right-of-way was Pre-Zoned as Town Center in 2008 along with Watson Ranch. No change is proposed for this property.
The land designated by the General Plan as Residen1al Estate would be Pre-Zoned Residen1al Estate. This zoning district would allow residences with a minimum lot size of 1 acre.
The land designated by the General Plan as Industrial in the Annexa1on Area and City would be Pre-Zoned and Rezoned Paoli Light Industrial. This is a new zoning designa1on would accommodate light industrial, research and development, offices, or similar uses.
The land designated by the General Plan as Industrial in the Annexa1on Area and City west of the North Slough would be Pre-Zoned Paoli Light Industrial with a Commercial Overlay District.
In addi1on to allowing light industrial uses, the Commercial Overlay District would allow commercial and commercially-related uses that capitalize on vehicle access and visibility from SR-29.
The land within the “eye” of the UPRR railroad tracks at the southeast corner of the annexation area would be Pre-Zoned Railroad Right-of-Way.
A map depic1ng the current and proposed Pre-Zoning is included as ALachment 0.6. The proposed zoning regulations are included in Attachment 2.
As discussed above, the Planning Commission recommends the addi1on of a new American Canyon Municipal Code Sec1on 19.10.050(F) - Special Development Requirements for the Residen1al Estate (RE) Zoning District on Watson Lane and Paoli Loop Road. The Special Development Requirement is listed below:
Section 19.10.050
F. Special Development Requirements for the RE Zoning District on Watson Lane and Paoli Loop:
1. Proposed subdivisions that create addi1onal residen1al lots within the RE Zoning District on Watson Lane and Paoli Loop shall be subject to review by the Napa Airport Land Use Commission prior to final action by the City of American Canyon.
2. This Special Development Requirement shall not apply to any of the following situations:
a. Subdivisions that do not create additional residential lots (i.e.: Lot Line Adjustment). b. Properties on Watson Lane or Paoli Loop without RE zoning. 188
c. Residential development pursuant to State Law (i.e.: SB9). d. Proper1es on Watson Lane or Paoli Loop that are not located in Napa Airport Land Use Compatibility Zone “D.”
The addi1on of the Airport Land Use Commission (ALUC) as a reviewing body for residen1al subdivisions recognizes the special purpose for the ALUC to protect public health, safety, and welfare related to land use for areas located within the flight path of the Napa County Airport. Input related to public health, safety, and welfare would become part of the administra1ve record prior to the City’s decision to approve, deny, or modify the subdivision. The proposed Special Development Requirement is included in Attachment 3 - Paoli Watson ZC Ordinance.
Environmental Impact Report
An Environmental Impact Report (EIR) was prepared for the Paoli/Watson Lane Annexa1on Project (Proposed Project) in accordance with the California Environmental Quality Act (CEQA) (State Clearinghouse No. 2021010104). An EIR is an informa1onal document for City decision-makers, organiza1ons, other public agencies, and the public to understand poten1al environmental impacts associated with the Proposed Project.
The proposed Paoli/Watson Lane Annexa1on EIR is a Program EIR. The Program-level analysis an1cipates Local Agency Forma1on Commission (LAFCO) annexa1on approval, City En1tlement permiQng, and construc1on of up to nearly 500,000 square feet of commercial development, nearly 700,000 square feet of industrial development, and nearly 190,000 square feet of visitor serving/hotel development. The EIR is available in Attachments 1 to 1.E.
Notice of Preparation (NOP) Comments
The City released a "No1ce of Prepara1on" (NOP) for a 30-day agency and public review period star1ng September 7, 2022 and ending October 7, 2022. In addi1on, the City held an EIR Scoping Mee1ng on September 21, 2022. The mee1ng, held from 2:00 PM to 2:30 PM, provided informa1on about the project to members of public agencies, interested stakeholders and residents/community members. The meeting was held virtually through an online meeting platform and a call-in number.
The City received leLers from agencies and the public in response to the NOP during the public review period and oral comments during the Scoping Mee1ng. The NOP comments and responses are included as Appendix A to the EIR. (See Attachment 1.B).
In response to the NOP and during the EIR Workshop and Comments to the EIR, certain residents on Watson Lane noted that the proposed Land Use Plan is different from a version considered in 2019.
The 2019 land use proposal, which represented a Property Owner Annexa#on Effort, designated the northern por1on of residen1al proper1es on Watson Lane as Industrial. The Property Owner Annexation Effort was terminated because it failed to obtain a sufficient number of property owner authorizations.
189
The 2019 land use proposal would have introduced industrial uses and truck traffic to the rural Watson Lane residen1al neighborhood and roadway. A similar idea outlined in EIR Alterna1ve 4 would upgrade Watson Lane to a collector roadway to accommodate addi1onal automobile and truck traffic as a Newell Road bypass. This Alterna1ve not receive support from Watson Lane residents that requested Industrial zoning on their property. (See EIR Comment LeLer P-2 found in the Final EIR, Attachment 1.C). An image of Watson Lane is available on Page 4 of Attachment 0.3.
The current land use plan, which represents a City-Ini#ated Annexa#on Effort, designates the northern por1on of residen1al proper1es on Watson Lane as Residen1al Estate. Residen1al Estate was proposed because it maintains a "status quo" zoning for Watson Lane proper1es to minimize environmental impacts and mitigation.
Fortunately, as noted in the December 2, 2022 response to Ms. Ford (ALachment 0.7), the Property Owners have the right to file a subsequent General Plan Amendment and Zone Change applica1on to consider different or modified land use regula1ons on their property. A copy of the NOP comment letter and staff response is included as Attachment 0.7.
Environmental Impact Report Analysis
CEQA requires every project to evaluate impacts on a range of environmental topics. Listed below are each of the required environmental topics and the degree of impact caused by the Project:
1. No Significant Impact. The Project’s impact on following topic areas are Not Significant:
Mineral Resources
Public Services (Schools)
An explana1on why each issue is determined to be Not Significant is provided in EIR Chapter 4.19, Effects Found Not to be Significant. See Attachment 1.A. Paoli/Watson Annexation Draft EIR. 2 . Project Impacts Less Than Significant. The project’s characteris1cs and/or feasible mi1ga1on measures determine that the Project impact is Less Than Significant. These topic areas include the following:
Aesthetics, Light, and Glare
Agriculture and Forest Resources
Air Quality
Biological Resources
Cultural Resources and Tribal Cultural Resources
Energy
Geology, Soils, and Seismicity
Greenhouse Gas Emissions
Hazards and Hazardous Materials
Hydrology and Water Quality
Land Use
190
Noise
Population and Housing
Public Services and Recreation
Transportation
Tribal Cultural Resources
Utilities and Service Systems
Wildfire
An explana1on why each issue is determined to be Less Than Significant is provided in EIR Chapter 4, Environmental Impact Analysis. See Attachment 1.A. Paoli/Watson Annexation Draft EIR. 3) Significant and Unavoidable Impacts. The EIR did not iden1fy any impacts that are Significant and Unavoidable.
Project Alternatives
CEQA requires an EIR evaluate alterna1ves to the Proposed Project that are poten1ally feasible and would aLain most of the basic Project Objec1ves while avoiding or substan1ally lessening the project's poten1al impacts. A table comparing the Alterna1ve Buildout development is included as ALachment 0.9. A table that compares the environmental impacts of each Alterna1ve is included as Attachment 0.91.
Alternative 1: No Project
A “No Project” Alterna1ve is a requirement under CEQA. The Proposed Project would not be pursued, and the project site would remain undeveloped for the foreseeable future. The Newell Drive extension would not be constructed. This Alterna1ve would not accomplish any of the Project Objectives.
Alternative 2: At-Grade Newell Drive Crossing
The Newell Drive extension would use an “At-Grade” UPRR crossing instead of an Overcrossing at the northeastern corner of the project site. Development would occur with the same intensity and land uses as described in Sec1on 2, Project Descrip1on and buildout totals would remain unchanged.
The Alterna1ve 2 At-Grade crossing would achieve all Project Objec1ves while reducing construc1on costs compared to an Overcrossing. However, an At-Grade crossing would reduce the usefulness of Newell Drive by hal1ng traffic during 1mes of railroad use. Furthermore, an At-Grade crossing would require approval from the California Public U1li1es Commission (CPUC) pursuant to California Public Utilities Code Section 1201.
Alternative 3: Reduced Buildout
Total development in Alterna1ve 3 would be reduced from approximately 1.3 million square feet to 690,764 square feet. This represents an approximately 50 percent reduc1on compared to the 191
Proposed Project. The layout and project boundaries would remain the same as the Proposed Project. This Alternative would lessen accomplishment of all the Proposed Project’s objectives.
Alternative 4: Watson Lane Reconfiguration
The Newell Drive extension in Alterna1ve 4 would not cross over the UPRR Railroad line. Instead, drivers travelling northbound on Newell Drive would use Watson Lane and Paoli Loop Road to reach northbound SR-29 and the planned South Kelly Road extension through the Hess/Laird property.
To accommodate traffic demand from the re-routed Newell Drive bypass, Watson Lane would be improved to meet City Major Collector street standards. This standard includes an 80-foot right-ofway for two motor vehicle lanes (one per direc1on), bicycle lanes, sidewalks and landscape strips on both sides, with a raised center median. The Watson Lane railroad crossing would be improved with gates and flashers, and the roadway grade would be raised to reduce the steep roadway eleva1on change near the railroad crossing.
Development would occur with the same intensity and land uses as described in Chapter 2, Project Descrip1on. This Alterna1ve would achieve all the Proposed Project’s Objec1ves except the objec1ve to extend Newell Drive. A graphic depic1ng Watson Lane improvements is included as Attachment 0.8.
Environmentally Superior Alternative
CEQA requires iden1fica1on of an Environmentally Superior Alterna1ve among the Alterna1ves. The Environmentally Superior Alterna1ve must be an Alterna1ve that reduces some of the Project’s environmental impacts, regardless of the financial costs. Iden1fica1on of the Environmentally Superior Alterna1ve is informa1onal and this Alterna1ve may not meet some or all the goals of the proposed project.
Among the 4 Alterna1ves, the No Project Alterna1ve is the Environmentally Superior Alterna1ve because it would avoid every Project impact. However, this Alterna1ve is problema1c because none of the Project Objectives would be met.
State CEQA law says that if the No Project Alterna1ve is determined to be the Environmentally Superior Alterna1ve, the EIR must iden1fy an Environmentally Superior Alterna1ve among the other Alternatives (CEQA Guidelines Section 15126.6[e]).
Among the remaining Alterna1ves, Alterna1ve 3 (Reduced Buildout by 50%) would be the Environmentally Superior Alterna1ve because it would reduce severity of 12 impacts (aesthe1cs, air quality, biological resources, cultural resources, energy, geology and soils, GHG emissions, hydrology and water quality, noise, public services and recrea1on, tribal cultural resources, and u1li1es and service systems) compared to the Project. However, Alterna1ve 3 would not achieve the Project goals as effectively as the Project.
192
A table comparing the Alterna1ve Environmental Impacts is included as ALachment 0.9.
Alterna1ves to the Proposed Project are more fully described in the DraW EIR, Chapter 6. See Attachment 1.A.
Review of Remaining Alternatives
As discussed above, the Alterna1ve 2 At-Grade crossing would achieve all Project Objec1ves while reducing construc1on costs compared to an Overcrossing. An At-Grade crossing would reduce the usefulness of Newell Drive by hal1ng traffic during 1mes of railroad use. Furthermore, an At-Grade crossing would require approval from the California Public U1li1es Commission (CPUC) pursuant to California Public U1li1es Code Sec1on 1201. As an independent agency from the City, there is no guarantee the CPUC would permit an At-Grade crossing.
The Alterna1ve 4 Watson Lane Reconfigura1on Alterna1ve (Alterna1ve 4) would re-route Newell Drive automobile and truck traffic onto Watson Lane. Today, Watson Lane is a narrow, low traffic volume street that terminates at rural farm proper1es in Napa County. Paired with costly widening and improvements, this Alterna1ve would significantly increase traffic condi1ons on this rural roadway and likely require private property acquisition to widen the road.
Final EIR
The EIR was circulated for public review for 45 days from March 14, 2023 to April 28, 2023. A copy of the Draft EIR and Appendices is included as Attachments 1.A and 1.B.
The City received 8 comments on the DraW EIR. These comments were reviewed and a response to each comment was prepared. As discussed in the response to comments, none of the comments received, or the responses provided, cons1tute “significant new informa1on” by CEQA standards (CEQA Guidelines Sec1on 15088.5). Responses to EIR comments were distributed to the Commenters on October 19, 2023. Altogether, the Final EIR includes the DraW EIR and Appendices (see Attachments 1.A and 1.B), Responses to EIR comments, Errata corrections (see Attachment 1.C), and a Mitigation and Monitoring Report (see Attachments 1.D).
Statement of Findings
A Statement of Findings (SOF) has been prepared to document the project descrip1on, environmental review process, and substan1al evidence to support all the conclusions in the EIR.
The SOF provides further analysis and conclusions regarding the feasibility of each Project Alternative. See Attachment 1.E.
COUNCIL PRIORITY PROGRAMS AND PROJECTS
Transporta1on: "Improve the transporta1on network within the City to alleviate conges1on and enhance the quality of life for the community."
FISCAL IMPACT
Costs for the prepara1on of the Land Use Documents and Annexa1on Applica1on shall be borne 193
proportionally by Owner after the effective date of the annexation.
ENVIRONMENTAL REVIEW
The City of American Canyon prepared an Environmental Impact Report (EIR – State Clearinghouse No. 2022090097) for the Paoli/Watson Lane Annexa1on Project in accordance with the California Environmental Quality Act.
ATTACHMENTS:
0.1 Regional Location
0.2 Existing Aerial
0.3 Site Photographs
0.4 Current and Proposed General Plan
0.5 Conceptual Newell Drive Alignment
0.6 Current and Proposed Pre-Zoning
0.7 Email to Ladeena Ford Regarding NOP Comments 12.02.22
0.8 Alternative 4 - Watson Lane Reconfiguration
0.9 Comparison of Alternative Buildout
0.91 Comparison of Alternative Impacts
1 Paoli Watson CC CEQA EIR Reso
1.A - Paoli Watson Lane Annexation Draft EIR
1.B - Paoli Watson Lane Annexation Draft EIR Appendices.
1.C Paoli Watson Final EIR
1.D - Paoli Watson Lane_MMRP
1.E Paoli Watson CEQA Findings
2. Paoli Watson AX - GPA CC Reso
3. Paoli Watson AX - ZC Ordinance
194
ATTACHMENT 0.1
Vicinity Map
ATTACHMENT 0.2
Existing Aerial View
Viewpoint Locations
Site Photographs follow on next pages
ATTACHMENT 0.3
View looking east from the northeastern corner of the project site Source: Rincon Consultants 2022
View looking west from the northeastern corner of the project site Source: Rincon Consultants 2022
View looking east from the north central portion of the project site Source: Rincon Consultants 2022
View of structures located in the north central portion of the project site Source: Rincon Consultants 2022
View looking north on Paoli Loop Road on the northwestern corner of the project site Source: Rincon Consultants 2019
View looking east on Watson Lane
Source: Rincon Consultants 2022
Existing General Plan Proposed General Plan
Amendment to the General Plan Land Use Element Map
ATTACHMENT 0.4
ATTACHMENT 0.5
Conceptual Newell Drive Alignment
Existing Pre-Zoning Proposed Pre-Zoning and Rezoning
Paoli/Watson Annexation Project Pre-Zoning and Rezoning Map ATTACHMENT 0.6
204
2 >>> I am providing comments on behalf of my parents Les and Earlene Lawson, Watson Lane residents. >>>
>>> They watched the meeting via zoom and reviewed the proposed zoning. >
>>> They are concerned because the recent proposal is not the same as the 2019 proposal. >>>
>>> The 2019 proposal has their one acre parcel with their home zoned as residential, and their property behind their home zoned as light industrial. The recent proposal has it all zoned as residential. >
>>> Please note that the 2019 proposal reflects residential use restrictions due to the property’s location in zone D of the airport which restricts residential use. That is why it made sense that the property behind their home was proposed to be zoned as light industrial.
>>>
>>> The changes in the most recent proposal when compared to the 2019 proposal impacts 2 property owners, my parents and the property owned by the Dunlops.
>>>
>>> Can you please let us know the purpose of changing the zoning from the 2019 proposal? Please note that this new proposal limits the use of my parents property and the Dunlap’s property. They can’t develop residential due to airport restrictions and they can’t develop light industrial.
>>>
>>> To be clear, my parents want the property behind their home zoned as light industrial same as the adjacent Paoli property, as reflected in the 2019 proposal.
>
> Also, can you please let us know if sewer will be brought down Watson Lane when it is annexed into the City.
See below for a picture of the most recent proposal, the 2019 proposal, and the letter regarding submittal of comments.
Although the letter states we can provide comments within 30 days, October 7 is not 30 days from the zoom meeting.
My parents are concerned impacted Watson Lane residents may not have a sufficient amount of time to provide comments to this revised proposal.
205
3 206
4 207
Alternative 4 – Watson Lane Reconfiguration
ATTACHMENT 0.8
208
Project
Alternative 1:
No Project
Alternative 2:
At-Grade Newell
Drive Crossing
Alternative 3:
Reduced Buildout
Alternative 4:
Watson Lane
Reconfiguration
Total allowable nonresidential area
(square feet)
1,321,528 0 1,321,528 660,764 1,321,528
Change in total area
compared to project
(square feet)
n/a -1,321,528 0 660,764 0
Total employees 1,650 0 1,650 825 1,650
Change in employee
compared to project
n/a -1,650 0 825 0
6lttijt ltti
Comparison of Alternative Buildout
ATTACHMENT 0.9
Comparison of Alternative Impacts
Issue Project
Alternative 1:
No Project
Alternative 2:
At-Grade Newell
Drive Crossing
Alternative 3:
Reduced
Buildout
Alternative 4:
Watson Lane
Reconfiguration
Aesthetics LTSM NI (+) LTSM (+) LTSM (+) LTSM (+)
Agricultural and Forestry
Resources
NI NI (+) NI (=) NI (=) NI (=)
Air Quality LTSM NI (+) LTSM (+) LTSM (+) LTSM (+)
Biological Resources LTSM NI (+) LTSM (+) LTSM (+) LTSM (+) Cultural Resources LTSM NI (+) LTSM (+) LTSM (+) LTSM (+) Energy LTSM NI (+) LTSM (+) LTSM (+) LTSM (+)
Geology and Soils LTSM NI (+) LTSM (+) LTSM (+) LTSM (+) Greenhouse Gas
Emissions
SU NI (+) SU (+) SU (+) SU (+)
Hazards and Hazardous
Materials
LTSM NI (+) LTSM (-) LTSM (=) LTSM (-)
Hydrology and Water
Quality
LTS NI (+) LTS (=) LTS (+) LTS (+)
Land Use and Planning LTS NI (+) LTS (=) LTS (=) LTS (-) Noise LTSM NI (+) LTSM (+) LTSM (+) LTSM (-)
Population and Housing LTS NI (+) LTS (=) LTS (=) LTS (=) Public Services and
Recreation
LTSM NI (+) LTSM (-) LTSM LTSM (-)
Transportation LTS NI (+) LTS (-) LTS (=) LTS (-)
Tribal Cultural Resources LTSM NI (+) LTSM (+) LTSM (+) LTSM (+) Utilities and Service
Systems
LTS NI (+) LTS (=) LTS (+) LTS (=)
Wildfire LTSM NI (+) LTSM (-) LTSM (=) LTSM (-)
NI = No Impact; LTS = Less than Significant; LTSM = Less than Significant with Mitigation; SU = Significant and Unavoidable
Green: + Superior to the proposed project (reduced level of impact) Red: - Inferior to the proposed project (increased level of impact) No color: = Similar level of impact to the project
ATTACHMENT 0.91
RESOLUTION NO. 2023-XX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AMERICAN CANYON (i) CERTIFYING THE
PAOLI/WATSON LANE ANNEXATION PROJECT FINAL ENVIRONMENTAL IMPACT REPORT (SCH #2022090097), (ii) ADOPTING CEQA FINDINGS OF FACT, AND (III) ADOPTING A MITIGATION MONITORING AND REPORTING PROGRAM, APPROXIMATELY 83 ACRES, LOCATED WITHIN THE
CITY OF AMERICAN CANYON SPHERE OF INFLUENCE (SOI) IN UNINCORPORATED NAPA COUNTY (“COUNTY”) AND APPROXIMATELY 3 ACRES IN THE CITY OF AMERICAN CANYON, EAST OF SR29 WHEREAS, on September 5, 2017, the City Council directed staff to prepare a Napa County Local Agency Formation Commission (LAFCO) Annexation Application for the Paoli Loop/Watson Lane Sphere of Influence (SOI) (“Paoli/Watson Lane Annexation Project”); and WHEREAS, the Paoli/Watson Lane area (hereafter the “Affected Territory”) is comprised of approximately 83 acres currently in the unincorporated County of Napa (“County”), located East of State Route (SR) 29 and Paoli Loop Road and is comprised of the following APNs and parcels:
a. 059-020-036
b. 057-120-014
c. 057-120-015
d. 057-120-017
e. 057-120-028
f. 057-120-034
g. 057-120-036
h. 057-120-041
i. 057-120-045
j. 057-120-047
k. 057-120-048
l. 057-120-049
m. 057-120-050
n. 057-120-051
o. 057-180-014
p. 057-180-015
q. A portion of the Union Pacific Railroad right-of-way running approximately northeast by southwest at the eastern boundary of the Affected Territory; and WHEREAS, the Project also includes approximately 3-acres within the City of American Canyon that is proposed to be Rezoned to Paoli Light Industrial with a Paoli Commercial Overlay District; and WHEREAS, the Affected Area is located within City municipal service areas, including water, recycled water, and sewer services; and
WHEREAS, the Affected Area is within the American Canyon Fire Protection District, which provides the Affected Area with fire and emergency response services; and WHEREAS, all the properties in the Affected Area must be included in the Affected Area property annexation to avoid creating an “Island” of unincorporated territory; and 211
WHEREAS, on December 3, 2018 the Napa County Local Agency Formation Commission (“LAFCO”) confirmed the SOI, which includes the Affected Area; and WHEREAS, a Pre-Annexation Agreement by and between the City of American Canyon (“City”) and Cecil A. Paoli, an individual (“Paoli Pre-Annexation Agreement”) was executed by Mr. Paoli on February 19, 2019 and approved by the City Council on March 19, 2019 (by City Resolution 2019-22); and WHEREAS, the Paoli Pre-Annexation Agreement was intended to serve as the basis for formulating land use planning designations and necessary entitlement, transaction, and environmental documents for real property thought to be owned by Mr. Paoli in unincorporated County of Napa (“County”) that was intended to be annexed to the City; and
WHEREAS, on June 18, 2019, the City Council approved a First Amended Pre-Annexation Agreement for the Cecil Augusto Paoli Revocable Family Trust property as a portion of the Paoli Loop/Watson Lane Area Annexation affected area (by City Resolution 2019-44); and WHEREAS, pursuant to Section 65300 of the State Planning and Zoning Law, the City of American Canyon has adopted a General Plan to provide comprehensive long-range planning and a blueprint of the city’s future form, including Land Use and Circulation maps that specify the roadway network and the distribution of types and intensities of land; and
WHEREAS, the Paoli Watson Annexation Project includes an amendment to the General Plan to designate land currently designated Agriculture to Industrial and Residential Estate; and WHEREAS, the Paoli Watson Annexation Project includes Pre-Zoning consistent with the General Plan to designate Residential Estate land Pre-Zoned as such, which would allow residences with a minimum lot size of 1 acre; and
WHEREAS, land designated as Industrial would be Pre-Zoned as Paoli Light Industrial, which would be a new zoning designation that accommodates existing and new light manufacturing uses, research and development, offices, or similar uses; and
WHEREAS, Industrial land west of the North Slough would be Pre-Zoned Paoli Commercial Overlay District, which would allow commercial and commercially-related uses that capitalize on vehicle access and visibility; and
WHEREAS, outside the annexation area, the land between SR 29 and Paoli Loop Road currently zoned as Light Industrial would be rezoned as Paoli Light Industrial with a Paoli Commercial Overlay District; and WHEREAS, no change is proposed to the existing Town Center Pre-Zoning for the annexation parcel east of the Union Pacific Railroad (UPRR); and
WHEREAS, accordingly, an Environmental Impact Report (EIR) evaluates the Paoli/Watson Annexation Project at a program level of analysis; and
WHEREAS the objectives of the Paoli/Watson Annexation Project are to:
1. Promote economic growth in American Canyon by attracting new industries; 212
2. Promote development that generates net positive tax revenues for the City by generating more in new tax revenues than are consumed by City expenditures on services provided to the development;
3. Create new employment opportunities for residents of Napa County and the surrounding region;
4. Extend Newell Drive, which would augment north-south travel parallel to SR 29;
5. Improve American Canyon’s jobs-housing ratio by adding new employment opportunities;
6. Further the goals and policies of the City of American Canyon General Plan by developing land contemplated to support urban development to its highest and best use;
7. Preserve the most biologically sensitive portions of the project site as open space;
8. Install circulation improvements along Paoli Loop and Watson Lane that provide efficient ingress and egress to the proposed project while also ensuring these facilities operate at acceptable levels;
9. Promote public safety by incorporating security measures into the project design; and
10.Mitigate impacts on the environment through implementation of feasible mitigation measures; and WHEREAS, for purposes of the California Environmental Quality Act (Public Resources Code, Sections 21000 et seq.) and the CEQA Guidelines (Cal. Code Regs., tit. 14, § 15000 et seq.), (“CEQA”) the City is the lead agency for the Project; and
WHEREAS, the City released a Notice of Preparation of a Draft Environmental Impact Report for the Paoli/Watson Lane Annexation Project from September 7, 2022 to October 7, 2022; and WHEREAS, the City filed a notice of availability (NOA) and notice of completion (NOC) with the Governor’s Office of Planning and Research and the Napa County Clerk to begin a 45-day public review period (Public Resources Code [PRC] Section 21161), which began on March 14, 2023, and ended on April 28, 2023; and WHEREAS, the City notified the public about the availability of the Draft EIR through the publication of an advertisement in a newspaper (Vallejo Times Herald) and via email; and WHEREAS, the environmental analysis concludes that implementation of the project will not result in any significant and unavoidable impacts; and
WHEREAS, on April 27, 2023, the Planning Commission conducted a publicly-noticed workshop to discuss the Paoli/Watson Lane Annexation Draft EIR; and
WHEREAS, within the 45-day public review period, the City received eight written comments on the content of the Draft EIR; and
WHEREAS, the City prepared a Final EIR, which was published and submitted to the State Clearinghouse on October 13, 2023; and
WHEREAS, on or before October 13, 2023, the City delivered responses to each of the eight written comments received on the content of the Draft EIR in the form of the Final EIR; and WHEREAS, CEQA Guidelines section 15090 requires that, prior to approving a proposed project for which a Final EIR has been prepared, a lead agency’s decision making body must certify that: (1) the Final EIR 213
has been completed in compliance with CEQA; (2) the Final EIR was presented to the decision-making body of the lead agency, and the decision-making body reviewed and considered the information contained in the final EIR prior to approving the project; and (3) the Final EIR reflects the lead agency‘s independent judgment and analysis; and
WHEREAS, prior to approving a proposed project for which a Final EIR has identified significant environmental effects, a lead agency’s decision making body is required, pursuant to Public Resources Code section 21081, subdivision (a), and CEQA Guidelines section 15091, to adopt findings demonstrating that the decision making body has considered and adopted all feasible mitigation measures or feasible project alternatives that can substantially lessen or avoid any significant project-related environmental effects (“CEQA Findings of Fact”); and
WHEREAS, prior to approving a project that requires the adoption of feasible mitigation measures to substantially lessen or avoid significant environmental effects, a lead agency’s decision-making body is required by Public Resources Code section 21081.6, subdivision (a), to adopt a mitigation monitoring and reporting program to ensure that the mitigation measures adopted by the lead agency are carried out; and
WHEREAS, on October 26, 2023, the City of American Canyon Planning Commission conducted a duly noticed public hearing to evaluate the Paoli/Watson Lane Annexation Project and Final EIR and recommends City Council approval; and
WHEREAS, on November 7, 2023, the City Council conducted a duly-noticed public hearing to evaluate the Paoli/Watson Lane Annexation Project and Final EIR and determined that based on all the evidence presented, including, but not limited to, written and oral testimony given at meetings, it is appropriate to certify the Final EIR as adequate to address environmental impacts associated with the Paoli/Watson Lane Annexation Project, and adopt the Mitigation Monitoring and Reporting Program.
NOW, THEREFORE, BE IT RESOLVED that the foregoing recitals are true and correct and are included herein by reference as findings.
NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council makes the three findings necessary to certify that the Final EIR reflects the independent judgement and analysis of the City and thoroughly as adequate to addresses the potentially significant environmental impacts associated with implementation of the Paoli/Watson Lane Annexation Project. The Final EIR consists of the Draft EIR (Exhibit A to this Resolution) and Appendices (Exhibit B to this Resolution), and the Final EIR, which includes a list of persons, organizations, and agencies that provided comments on the Draft EIR, responses to the comments received regarding the Draft EIR, and errata or revisions to the Draft EIR (Exhibit C to this Resolution).
NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council adopts the Mitigation Monitoring and Reporting Plan for the Paoli/Watson Lane Annexation Project Exhibit D to this Resolution).
NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council adopts Findings of Fact for the Paoli/Watson Lane Annexation Project (Exhibit E to this Resolution). 214
PASSED, APPROVED and ADOPTED at a regularly scheduled meeting of the City Council of the City of American Canyon held on the 7th day of November, 2023, by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
____________________________
Leon Garcia, Mayor
ATTEST: APPROVED AS TO FORM:
_______________________________ ___________________________ Taresa Geilfuss, CMC, City Clerk William D. Ross, City Attorney Exhibit A: Draft EIR
Exhibit B: Draft EIR Appendices
Exhibit C: Final EIR
Exhibit D: Mitigation Monitoring and Reporting Plan
Exhibit E: Findings of Fact
215
Paoli/Watson Lane Annexation
Draft Environmental Impact Report
State Clearinghouse No. 2022090097
prepared by
City of American Canyon
4381 Broadway Street, Suite 201
American Canyon, California 94503
Contact: Brent Cooper, Community Development Director
prepared with the assistance of
Rincon Consultants, Inc.
449 15th Street, Suite 303
Oakland, California 94612
March 2023
ATTACHMENT 1.A
216
Paoli/Watson Lane Annexation
Draft Environmental Impact Report
State Clearinghouse No. 2022090097
prepared by
City of American Canyon
4381 Broadway Street, Suite 201
American Canyon, California 94503
Contact: Brent Cooper, Community Development Director
prepared with the assistance of
Rincon Consultants, Inc.
449 15th Street, Suite 303
Oakland, California 94612
March 2023
217
This report prepared on 50% recycled paper with 50% post-consumer content. 218
Table of Contents
Draft Environmental Impact Report i
Table of Contents
Executive Summary ...........................................................................................................................ES-1 Project Synopsis.........................................................................................................................ES-1 Project Objectives......................................................................................................................ES-2 Alternatives ................................................................................................................................ES-3 Areas of Known Controversy .....................................................................................................ES-4 Issues to be Resolved.................................................................................................................ES-5 Issues Not Studied in Detail in the EIR.......................................................................................ES-5 Summary of Impacts and Mitigation Measures ........................................................................ES-5 1 Introduction................................................................................................................................ 1-1
1.1 Environmental Impact Report Background .................................................................... 1-1
1.2 Project Overview............................................................................................................. 1-2
1.3 Purpose and Legal Authority........................................................................................... 1-2
1.3.1 Streamlining Under CEQA Guidelines 15183.................................................. 1-3
1.3.2 Other Tiering Opportunities........................................................................... 1-4
1.4 Public Review and Participation Process ........................................................................ 1-4
1.5 Scope and Content.......................................................................................................... 1-6
1.6 Lead, Responsible, and Trustee Agencies....................................................................... 1-7
1.7 Environmental Review Process....................................................................................... 1-7 2 Project Description ..................................................................................................................... 2-1
2.1 Project Applicant............................................................................................................. 2-1
2.2 Lead Agency Contact Person........................................................................................... 2-1
2.3 Project Location .............................................................................................................. 2-1
2.4 Existing Site Characteristics ............................................................................................ 2-6
2.4.1 Current Land Use Designation and Zoning ..................................................... 2-6
2.4.2 Existing Land Uses........................................................................................... 2-6
2.4.3 Surrounding Land Uses................................................................................... 2-6
2.5 Project Characteristics .................................................................................................... 2-6
2.5.1 Proposed Land Use Designation and Pre-Zoning ........................................... 2-6
2.5.2 Newell Drive Extension................................................................................. 2-12
2.5.3 Pre-Annexation Agreement.......................................................................... 2-12
2.5.4 Napa County Local Agency Formation Commission..................................... 2-12
2.5.5 Utilities .......................................................................................................... 2-14
2.5.6 Agricultural Land........................................................................................... 2-14
2.5.7 Project Buildout............................................................................................ 2-15
2.6 Vine Trail ....................................................................................................................... 2-15
2.7 Project Objectives......................................................................................................... 2-15
2.8 Required Approvals....................................................................................................... 2-16 3 Environmental Setting ................................................................................................................ 3-1
3.1 Regional Setting .............................................................................................................. 3-1
3.2 Project Site Setting.......................................................................................................... 3-1
3.3 Cumulative Development ............................................................................................... 3-2 4 Environmental Impact Analysis .................................................................................................. 4-1 219
City of American Canyon
Paoli/Watson Lane Annexation
ii
4.1 Aesthetics..................................................................................................................... 4.1-1
4.1.1 Setting.......................................................................................................... 4.1-1
4.1.2 Regulatory Setting ....................................................................................... 4.1-7
4.1.3 Impact Analysis.......................................................................................... 4.1-10
4.1.4 Cumulative Impacts................................................................................... 4.1-15
4.2 Agriculture and Forestry Resources............................................................................. 4.2-1
4.2.1 Setting.......................................................................................................... 4.2-1
4.2.2 Regulatory Setting ....................................................................................... 4.2-3
4.2.3 Impact Analysis............................................................................................ 4.2-4
4.2.4 Cumulative Impacts..................................................................................... 4.2-7
4.3 Air Quality .................................................................................................................... 4.3-1
4.3.1 Setting.......................................................................................................... 4.3-1
4.3.2 Regulatory Setting ....................................................................................... 4.3-7
4.3.3 Impact Analysis.......................................................................................... 4.3-14
4.3.4 Cumulative Impacts................................................................................... 4.3-25
4.4 Biological Resources..................................................................................................... 4.4-1
4.4.1 Setting.......................................................................................................... 4.4-1
4.4.2 Regulatory Setting ....................................................................................... 4.4-6
4.4.3 Impact Analysis.......................................................................................... 4.4-13
4.4.4 Cumulative Impacts................................................................................... 4.4-21
4.5 Cultural Resources ....................................................................................................... 4.5-1
4.5.1 Setting.......................................................................................................... 4.5-1
4.5.2 Regulatory Setting ....................................................................................... 4.5-8
4.5.3 Impact Analysis.......................................................................................... 4.5-13
4.5.4 Cumulative Impacts................................................................................... 4.5-20
4.6 Energy .......................................................................................................................... 4.6-1
4.6.1 Setting.......................................................................................................... 4.6-1
4.6.2 Regulatory Setting ....................................................................................... 4.6-3
4.6.3 Impact Analysis............................................................................................ 4.6-8
4.6.4 Cumulative Impacts................................................................................... 4.6-11
4.7 Geology and Soils......................................................................................................... 4.7-1
4.7.1 Setting.......................................................................................................... 4.7-1
4.7.2 Regulatory Setting ..................................................................................... 4.7-10
4.7.3 Impact Analysis.......................................................................................... 4.7-17
4.7.4 Cumulative Impacts................................................................................... 4.7-23
4.8 Greenhouse Gas Emissions.......................................................................................... 4.8-1
4.8.1 Setting.......................................................................................................... 4.8-1
4.8.2 Regulatory Setting ....................................................................................... 4.8-5
4.8.3 Impact Analysis.......................................................................................... 4.8-16
4.8.4 Cumulative Impacts................................................................................... 4.8-22
4.9 Hazards and Hazardous Materials ............................................................................... 4.9-1
4.9.1 Setting.......................................................................................................... 4.9-1
4.9.2 Regulatory Setting ....................................................................................... 4.9-6
4.9.3 Impact Analysis.......................................................................................... 4.9-12
4.9.4 Cumulative Impacts................................................................................... 4.9-21
4.10 Hydrology and Water Quality .................................................................................... 4.10-1
4.10.1 Setting........................................................................................................ 4.10-1
4.10.2 Regulatory Setting ..................................................................................... 4.10-3 220
Table of Contents
Draft Environmental Impact Report iii
4.10.3 Impact Analysis.......................................................................................... 4.10-9
4.10.1 Cumulative Impacts................................................................................. 4.10-18
4.11 Land Use and Planning............................................................................................... 4.11-1
4.11.1 Setting........................................................................................................ 4.11-1
4.11.2 Regulatory Setting ..................................................................................... 4.11-1
4.11.3 Impact Analysis.......................................................................................... 4.11-4
4.11.4 Cumulative Impacts................................................................................. 4.11-10
4.12 Noise .......................................................................................................................... 4.12-1
4.12.1 Environmental Setting ............................................................................... 4.12-1
4.12.2 Regulatory Setting ..................................................................................... 4.12-5
4.12.3 Impact Analysis........................................................................................ 4.12-10
4.12.4 Cumulative Impacts................................................................................. 4.12-20
4.13 Population and Housing............................................................................................. 4.13-1
4.13.1 Setting........................................................................................................ 4.13-1
4.13.2 Regulatory Setting ..................................................................................... 4.13-3
4.13.3 Impact Analysis.......................................................................................... 4.13-3
4.13.4 Cumulative Impacts................................................................................... 4.13-5
4.14 Public Services and Recreation .................................................................................. 4.14-1
4.14.1 Setting........................................................................................................ 4.14-1
4.14.2 Regulatory Setting ..................................................................................... 4.14-4
4.14.3 Impact Analysis.......................................................................................... 4.14-6
4.14.4 Cumulative Impacts................................................................................. 4.14-11
4.15 Transportation ........................................................................................................... 4.15-1
4.15.1 Setting........................................................................................................ 4.15-1
4.15.2 Regulatory Setting ..................................................................................... 4.15-2
4.15.3 Impact Analysis.......................................................................................... 4.15-7
4.15.4 Cumulative Impacts................................................................................. 4.15-11
4.16 Tribal Cultural Resources........................................................................................... 4.16-1
4.16.1 Setting........................................................................................................ 4.16-1
4.16.2 Regulatory Setting ..................................................................................... 4.16-2
4.16.3 Impact Analysis.......................................................................................... 4.16-5
4.16.4 Cumulative Impacts................................................................................... 4.16-7
4.17 Utilities and Service Systems ..................................................................................... 4.17-1
4.17.1 Setting........................................................................................................ 4.17-1
4.17.2 Regulatory Setting ..................................................................................... 4.17-7
4.17.3 Impact Analysis........................................................................................ 4.17-18
4.17.4 Cumulative Impacts................................................................................. 4.17-25
4.18 Wildfire ...................................................................................................................... 4.18-1
4.18.1 Setting........................................................................................................ 4.18-1
4.18.2 Regulatory Setting ..................................................................................... 4.18-5
4.18.3 Impact Analysis.......................................................................................... 4.18-9
4.18.4 Cumulative Impacts................................................................................. 4.18-15
4.19 Effects Found Not to be Significant............................................................................ 4.19-1
4.19.1 Mineral Resources..................................................................................... 4.19-1
4.19.2 Public Services (Schools)............................................................................ 4.19-1 221
City of American Canyon
Paoli/Watson Lane Annexation
iv
5 Other CEQA Required Discussions.............................................................................................. 5-1
5.1 Growth Inducement........................................................................................................ 5-1
5.1.1 Population Growth and Economic Growth..................................................... 5-1
5.1.2 Removal of Obstacles to Growth.................................................................... 5-1
5.2 Significant Irreversible Environmental Effects................................................................ 5-2 6 Alternatives................................................................................................................................. 6-1
6.1 Alternative 1: No Project Alternative.............................................................................. 6-2
6.1.1 Description...................................................................................................... 6-2
6.1.2 Impact Analysis............................................................................................... 6-2
6.2 Alternative 2: At-Grade Newell Drive Crossing............................................................... 6-2
6.2.1 Description...................................................................................................... 6-2
6.2.2 Impact Analysis............................................................................................... 6-3
6.3 Alternative 3: Reduced Buildout..................................................................................... 6-8
6.3.1 Description...................................................................................................... 6-8
6.3.2 Impact Analysis............................................................................................... 6-8
6.4 Alternative 4: Watson Lane Reconfiguration................................................................ 6-12
6.4.1 Description.................................................................................................... 6-12
6.4.2 Impact Analysis............................................................................................. 6-14
6.5 Alternatives Considered but Rejected .......................................................................... 6-20
6.6 Environmentally Superior Alternative .......................................................................... 6-20 7 References and List of Preparers................................................................................................ 7-1
7.1 Bibliography .................................................................................................................... 7-1
7.2 List of Preparers............................................................................................................ 7-19 Tables
Table ES-1 Summary of Environmental Impacts, Mitigation Measures, and Residual Impacts .......................................................................................................................ES-6 Table 1-1 NOP Comments and EIR Response .............................................................................. 1-5 Table 2-1 Proposed Parcels for Annexation ................................................................................ 2-4 Table 2-2 Estimated Maximum Buildout................................................................................... 2-15 Table 3-1 Cumulative Projects List............................................................................................... 3-3 Table 4.3-1 Federal and State Ambient Air Quality Standards.................................................... 4.3-5 Table 4.3-2 Attainment Status of Criteria Pollutants in Napa County......................................... 4.3-5 Table 4.3-3 Ambient Air Quality Data.......................................................................................... 4.3-6 Table 4.3-4 Clean Air Plan Control Measures Consistency Analysis.......................................... 4.3-17 Table 4.3-5 Comparison of VMT and Population Increase due to the Project.......................... 4.3-20 Table 4.5-1 Properties with Age-Eligible Buildings...................................................................... 4.5-6 Table 4.6-1 Napa County 2021 Gasoline and Diesel Consumption ............................................. 4.6-3 Table 4.11-1 Project Consistency with the Plan Bay Area 2050 .................................................. 4.11-6 Table 4.11-2 Project Consistency with the City of American Canyon General Plan.................... 4.11-6 Table 4.12-1 Criteria for Vibration Damage Potential................................................................. 4.12-3 Table 4.12-2 Existing Traffic Noise Levels Along Roadway Segments......................................... 4.12-4 Table 4.12-3 Exterior Noise Limits for Stationary Sources.......................................................... 4.12-9 222
Table of Contents
Draft Environmental Impact Report v
Table 4.12-4 Noise Limits for Construction Activities................................................................ 4.12-10 Table 4.12-5 Construction Equipment Noise Levels.................................................................. 4.12-11 Table 4.12-6 Typical Vibration Levels for Construction Equipment .......................................... 4.12-13 Table 4.12-7 Summary of Project and Cumulative Traffic Noise Increases............................... 4.12-18 Table 4.13-1 Housing Inventory in the City, County, and State................................................... 4.13-1 Table 4.13-2 Household Size in the City, County, and State........................................................ 4.13-2 Table 4.13-3 American Canyon Population, Dwelling Units, and Employment .......................... 4.13-3 Table 4.14-1 ACFPD Equipment................................................................................................... 4.14-2 Table 4.15-1 VMT Impact Threshold ........................................................................................... 4.15-8 Table 4.15-2 Project VMT .......................................................................................................... 4.15-10 Table 4.17-1 Current Sources of Water Supply ........................................................................... 4.17-1 Table 4.17-2 Projected Water Demand..................................................................................... 4.17-22 Table 4.17-3 Projected Water Supply and Demand .................................................................. 4.17-22 Table 4.19-1 2020-2021 Enrollment for NVUSD Schools in American Canyon ........................... 4.19-2 Table 4.19-2 Enrollment Trends for NVUSD Schools in American Canyon.................................. 4.19-2 Table 6-1 Comparison of the Alternatives................................................................................... 6-2 Table 6-2 Estimated Maximum Buildout for Alternative 3.......................................................... 6-8 Table 6-3 Comparison of Alternative’s Impacts ........................................................................ 6-22 Figures
Figure 1-1 Environmental Review Process.................................................................................. 1-10 Figure 2-1 Regional Location......................................................................................................... 2-2 Figure 2-2 Project Site Location .................................................................................................... 2-3 Figure 2-3 Parcel Map................................................................................................................... 2-5 Figure 2-4 Existing City of American Canyon Land Use Designations........................................... 2-7 Figure 2-5 Exisiting City of American Canyon Pre-Zoning............................................................. 2-8 Figure 2-6 Proposed City of American Canyon Land Use Designations........................................ 2-9 Figure 2-7 Proposed City of American Canyon Pre-Zoning......................................................... 2-11 Figure 2-8 Proposed Newell Drive Alignment............................................................................. 2-13 Figure 4.1-1 Viewpoint Locations ................................................................................................. 4.1-3 Figure 4.1-2 View looking east from the northeastern corner of the project site ....................... 4.1-4 Figure 4.1-3 View looking west from the northeastern corner of the project site ...................... 4.1-4 Figure 4.1-4 View looking east from the north central portion of the project site...................... 4.1-5 Figure 4.1-5 View of structures located in the north central portion of the project site............. 4.1-5 Figure 4.1-6 View looking north on Paoli Loop Road on the northwestern corner of the project site................................................................................................................ 4.1-6 Figure 4.1-7 View looking east on Watson Lane........................................................................... 4.1-6 Figure 4.2-1 Farmland on the Project Site .................................................................................... 4.2-2 Figure 4.4-1 Landcover Types within the Project Boundary......................................................... 4.4-2 Figure 4.5-1 Age Eligible Properties Map...................................................................................... 4.5-7 223
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Figure 4.7-1 Fault Zones................................................................................................................ 4.7-3 Figure 4.7-2 Liquefaction Risk....................................................................................................... 4.7-6 Figure 4.7-3 Landslide Zones ........................................................................................................ 4.7-7 Figure 4.7-4 Geologic Map of the Annexation Area ..................................................................... 4.7-9 Figure 4.9-1 Napa County Airport Compatability Zones............................................................... 4.9-5 Figure 4.18-1 SRA Fire Hazard Severity Zones.............................................................................. 4.18-4 Figure 6-1 Configuration of Watson Lane under Alternative 4 .................................................. 6-13 Appendices
Appendix A Notice of Preparation and Scoping Comments Received Appendix B Biological Resources Assessment
Appendix C Supporting Noise Information
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Executive Summary
This document is a Draft Environmental Impact Report (EIR) analyzing the environmental effects of the Watson Lane Annexation Project (project). This section summarizes the characteristics of the project, alternatives to the project, and the environmental impacts and mitigation measures associated with the project.
Project Synopsis
Project Applicant
City of American Canyon
4381 Broadway Street, Suite 201
American Canyon, California 94503
Lead Agency Contact Person
Sean Kennings, Planning Consultant
LAK Associates, LLC
P.O. Box 7043
Corte Madera, California 94976
(415) 533-2111
Project Description
This EIR has been prepared to examine the potential environmental effects of the project. The following is a summary of the full project description, which can be found in Section 2, Project Description.
Project Setting
The area proposed for annexation (annexation area) is located in unincorporated Napa County within the Sphere of Influence (SOI) of the City of American Canyon (City). The annexation site is surrounded by City limits to the east, west, and south. To the east of the annexation site past the Union Pacific Railroad (UPRR) are existing agricultural uses in unincorporated Napa County, two residential parcels, and the Watson Ranch Specific Plan within American Canyon. Immediately west of the annexation area is Paoli Loop Road and State Route (SR) 29, as well as existing industrial uses.
The annexation area is bounded to the south by the UPRR and vacant land and mixed residential/commercial uses further south. North of the annexation areas are existing agricultural uses in unincorporated areas of Napa County.
The annexation area contains a mix of undeveloped land, residential uses, outdoor storage, and UPRR right-of-way within the SOI of the City. Land use designations in the City’s General Plan include Agriculture, Town Center, and Residential Estate. In the County General Plan most of the annexation area is designated as Industrial, while the area east of the UPRR and UPRR right-of-way are designated as Agriculture-Watershed. Most of the annexation area is not pre-zoned by the City.
A small section, east of the UPRR right-of-way that is designated as Town Center in the City’s General Plan, is pre-zoned as Town Center.
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The annexation area is approximately 83 acres. The northern portion is largely undeveloped, save a farmhouse and accessory outbuildings. The central and southern portion includes 13 residential lots, varying in size from 1 to 10 acres. The residential parcel in the southwest corner has a conditional use permit issued by the County for outdoor storage. Some of the residential lots lack municipal sewer service. The northeast portion to the east of the UPRR is a site with outdoor truck and material storage. The UPRR right-of-way in the southeast portion is undeveloped. The annexation area is surrounded by either industrial, commercial, residential, or agricultural uses. To the north and east are residential and agricultural lands. To the west are industrial uses beyond SR 29.
Immediately to the south is vacant land, beyond which are residential/commercial uses.
Project Characteristics
The project would annex the entirety of the annexation area into the City of American Canyon, pending approval from the Napa County Local Agency Formation Commission (LAFCO) and amendments to the City’s General Plan and zoning ordinance.
City General Plan designations would remain primarily unchanged. The land currently designated for Agriculture would be changed to Industrial, but the remaining land would not be re-designated.
Other than the area east of the UPRR in the northeast section, the annexation area is not currently pre-zoned by the City. The land designated as Residential Estate would be pre-zoned as such, which would allow for residences with a minimum lot size of 1 acre. The land designated as Industrial would be pre-zoned as Paoli Light Industrial, which would be a new zoning designation that accommodates existing and new light manufacturing uses, research and development, offices, or similar uses. The Industrial land west of the North Slough would also be pre-zoned with a Paoli Commercial Overlay District, which would allow for commercial and commercially-related uses that capitalize on vehicle access and visibility. Outside of the annexation area, the land between SR 29 and Paoli Loop Road currently zoned as Light Industrial would be rezoned as Paoli Light Industrial with a Paoli Commercial Overlay District. No parcel subdivisions are proposed.
Along the northern boundary of the annexation area, the City would extend Newell Drive. The proposed roadway would connect SR 29 with the existing Newell Drive, approximately one mile southeast of the annexation area. The purpose of the Newell Drive extension would add a parallel roadway to SR 29 to relieve traffic congestion. The Newell Drive extension would extend east from SR 29 and Paoli Loop Road along the northern boundary of the annexation area and gently curve southeast towards Watson Lane as it approaches the UPRR. The Newell Drive extension would cross the UPRR tracks via an overcrossing. In addition, Newell Drive would cross the North Slough with a long span, in order to avoid the slough.
Project Objectives
The objectives of the project are to:
Promote economic growth in American Canyon by attracting new industries.
Promote development that generates net positive tax revenues for the City by generating more in new tax revenues than are consumed by City expenditures on services provided to the development.
Create new employment opportunities for residents of Napa County and the surrounding region.
Extend Newell Drive, which would augment north-south travel parallel to SR 29. 226
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Improve American Canyon’s jobs-housing ratio by adding new employment opportunities.
Further the goals and policies of the City of American Canyon General Plan by developing land contemplated to support urban development to its highest and best use.
Preserve the most biologically sensitive portions of the project site as open space.
Install circulation improvements along Paoli Loop and Watson Lane that provide efficient ingress and egress to the project while also ensuring these facilities operate at acceptable levels.
Promote public safety by incorporating security measures into the project design.
Mitigate impacts on the environment through implementation of feasible mitigation measures.
Alternatives
As required by the California Environmental Quality Act (CEQA), this EIR examines alternatives to the proposed project. Studied alternatives include the following four alternatives. Alternative 1: No Project
Alternative 2: At-Grade Newell Drive Crossing
Alternative 3: Reduced Buildout
Alternative 4: Watson Lane Reconfiguration
CEQA Guidelines (Section 15126.6[e][2]) require that the alternatives discussion include an analysis of a No Project Alternative. Pursuant to CEQA, the No Project Alternative refers to the analysis of existing conditions and what would reasonably be expected to occur in the foreseeable future if the project were not approved, based on current plans and consistent with available infrastructure and community services The No Project Alternative (Alternative 1) assumes that the project site is not annexed into the City of American Canyon and existing land uses and Napa County zoning and land use designations remain. Current uses on the sites would continue under this alternative. No additional development would be assumed on the project site nor within the city. In addition, the Newell Drive extension would not be constructed. The No Project Alternative would lessen the severity of every impact of the project.; however, this alternative would not meet the project objectives, including those related to facilitating the development of land planned for business park/industrial uses to its highest and best use; positively contributing to the local economy; providing the City of American Canyon with a high-quality, employment-generating industrial development; serving local and regional demand for manufacturing, logistics warehouse, and other industrial uses; and extending Newell Drive to augment north-south travel parallel to SR 29.
Alternative 2 assumes that the Newell Drive extension would utilize an at-grade crossing instead of an overcrossing at the Union Pacific Railroad in the northeastern corner of the project site.
Development would occur with the same intensity and land uses as described in Section 2, Project Description and buildout totals would remain unchanged. Alternative 2 would generally result in similar or incrementally decreased environmental impacts compared to the project and meet all project objectives. Alternative 2 would reduce the severity of nine impacts [aesthetics, air quality, biological resources, cultural resources, energy, geology and soils, greenhouse gas (GHG) emissions, noise, tribal cultural resources] due to reduced construction intensity. However Alternative 2 would increase the severity of four impacts (hazards, public services, transportation, and wildfire) due to potential conflicts between evacuating and emergency vehicles and train traffic. In addition, Alternative 2 may not be feasible depending on coordination with UPRR and the California Public Utilities Commission (CPUC). Coordination with UPRR and the CPUC would be required for either an 227
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at-grade crossing or an overcrossing; however, both the UPRR and the CPUC prefer implementing overcrossings instead of at-grade crossings due to safety and other reasons.
Alternative 3 assumes that buildout would decrease from 80 percent of the project site area to 40 percent. Alternative 3 would configure Newell Drive the same as the project (i.e., an overcrossing over the Union Pacific Railroad). Alternative 3 is the environmentally superior alternative as it would reduce the severity of 12 impacts (aesthetics, air quality, biological resources, cultural resources, energy, geology and soils, GHG emissions, hydrology and water quality, noise, public services and recreation, tribal cultural resources, and utilities and service systems) compared to the project.
Alternative 3 would meet the project objectives identified in Section 2, Project Description, as it would provide additional acreage for industrial uses and facilitate development of the Newell Drive extension. However, it should be noted that Alternative 3 would meet the project objectives to a reduced extent because it would provide lower buildout opportunities.
Alternative 4 assumes that the Newell Drive extension would not extend north of Watson Lane, and that travelers would instead utilize Watson Lane and Paoli Loop Road for travel between Newell Drive and SR 29, and between Newell Drive and the planned extension of South Kelly Road.
Alternative 4 would utilize an existing at-grade crossing of the UPRR tracks on Watson Lane, instead of an overcrossing. Under Alternative 4, the existing at-grade crossing on Watson Lane would be modernized to accommodate increased travel. Modifications to Watson Lane would require the expansion of Watson Lane to 80 feet, as well as fill along approximately 670 feet of Watson Lane. In comparing the proposed project and Alternatives 2 through 4, Alternative 4 would result in the greatest environmental impacts. Alternative 4 would reduce the severity of eight impacts (aesthetics, air quality, biological resources, cultural resources, energy, geology and soils, GHG emissions, hydrology and water quality, and tribal cultural resources) due to reduced construction intensity. While the Watson Lane roadway widening for Alternative 4 would have reduced construction intensity compared to the project, the roadway widening for Alternative 4 would have a greater construction intensity compared to the at-grade crossing for Alternative 2. This is due to the fill that would be required for the Watson Lane at-grade crossing, in order to raise the elevation along 670 feet of Watson Lane. Alternative 4 would increase the severity of impacts for six environmental resources. Like the at-grade crossing for Alternative 2, the at-grade crossing along Watson Lane associated with Alternative 4 would increase the severity of hazards, public services, transportation, and wildfire due to potential conflicts between evacuating and emergency vehicles and train traffic. Alternative 4 would also increase the impacts for land use and planning due to Alternative 4’s inconsistency with the existing General Plan Circulation Element, which identifies the Newell Drive extension as the proposed roadway alignment. Alternative 4 would also result in greater construction noise impacts due to the increased proximity of construction to residences.
Furthermore, unlike the proposed project or Alternative 2 and 3, Alterative 4 would require the take of portions of private residences located along Watson Lane. For all these reasons, Alternative 4 would result in the greatest environmental impacts.
For the reasons identified above, Alternative 3 was found to be the environmentally superior alternative.
Areas of Known Controversy
The EIR scoping process did not identify any areas of known controversy for the project. Responses to the Notice of Preparation of a Draft EIR and input received at the EIR scoping meeting held by the City are summarized in Section 1, Introduction.
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Issues to be Resolved
There are no issues to be resolved at this time.
Issues Not Studied in Detail in the EIR
Section 4.19, Effects Found Not to be Significant, briefly analyzes issues from the environmental checklist that were determined to not have significant impacts. As discussed in Section 4.19, there is no substantial evidence that significant impacts would occur to mineral resources and schools.
Summary of Impacts and Mitigation Measures
Table ES-1 summarizes the environmental impacts of the project, proposed mitigation measures, and residual impacts (the impact after application of mitigation, if required). Impacts are categorized as follows:
Significant and Unavoidable. An impact that cannot be reduced to below the threshold level given reasonably available and feasible mitigation measures. Such an impact requires a Statement of Overriding Considerations to be issued if the project is approved per CEQA Guidelines Section 15093.
Less than Significant with Mitigation Incorporated. An impact that can be reduced to below the threshold level given reasonably available and feasible mitigation measures. Such an impact requires findings under CEQA Guidelines Section 15091.
Less than Significant. An impact that may be adverse but does not exceed the threshold levels and does not require mitigation measures. However, mitigation measures that could further lessen the environmental effect may be suggested if readily available and easily achievable. No Impact. The project would have no effect on environmental conditions or would reduce existing environmental problems or hazards.
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Table ES-1 Summary of Environmental Impacts, Mitigation Measures, and Residual Impacts Impact Mitigation Measure (s)
Residual
Impact
Aesthetics
Impact AES-1: The project would not have a
substantial adverse effect on a scenic vista,
including views of hills, and impacts would be
less than significant.
No mitigation measures would be required. Less than
Significant
Impact AES-2: The City of American Canyon does
not have a designated state scenic highway and
the project would not damage scenic resources
within a state scenic highway. No impact would
occur.
No mitigation measures would be required. No Impact
Impact AES-3: The project is in an urbanized
area and would not conflict with applicable
zoning or General Plan policies governing scenic
quality. Impacts would be less than significant.
No mitigation measures would be required. Less than
Significant
Impact AES-4: Construction and operation of
future development facilitated by the project
could create new sources of light or glare that
could adversely affect the visual environment.
Impacts would be less than significant with
mitigation measures incorporated.
AES-1 Construction Lighting Plan
Prior to nighttime construction, if needed for a particular project, project applicants shall submit a construction lighting plan to the City for review and approval. The construction lighting plan shall ensure that the minimum amount of lighting is used to meet safety requirements and ensure no spillover occurs to nearby sensitive uses. All lighting shall be directed downward and away from surrounding land uses.
AES-2 Operational Lighting Plan
Prior to discretionary project approval, the project applicant shall prepare and submit a photometric plan to the City for review and approval which demonstrates that all exterior light fixtures will be directed downward or employ full cut-off fixtures to prevent light spillage. The approved plan shall be incorporated into the project design plans.
Less than
Significant
Agricultural and Forestry Resources
Impact AG-1: The project would not convert
Farmland, as shown on maps prepared pursuant
to the Farmland Mapping and Monitoring
Program, to non-agricultural use. No impact
would occur.
No mitigation measures would be required. No Impact
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Residual
Impact
Impact AG-2: The project would not conflict
with existing zoning for agricultural use or a
Williamson Act contract. No impact would
occur.
No mitigation measures would be required. No Impact
Impact AG-3: The project would not conflict
with existing zoning for, or cause rezoning of
forest land, timberland, or timberland zoned
Timberland Production, or result in the loss of
forest land or conversion of forest land to nonforest use. No impact would occur.
No mitigation measures would be required. No Impact
Impact AG-4: The project would not involve
other changes in the existing environment and
would not result in the conversion of farmland
or forestland to non-agricultural use or nonforest use. No impact would occur.
No mitigation measures would be required. No Impact
Air Quality
Impact AQ-1: The project would be consistent
with the BAAQMD’s 2017 Clean Air Plan.
Impacts would be less than significant.
No mitigation measures would be required. Less than
Significant
Impact AQ-2: The project would not result in a
cumulatively considerable net increase of
operational criteria pollutants. Impacts from
construction would be less than significant with
mitigation. Impacts from operation would be
less than significant.
AQ-1 Implement BAAQMD Basic Construction Mitigation Measures To reduce fugitive dust emissions from the construction of individual projects, the applicant shall implement the BAAQMD Basic Construction Mitigation Measures. The BAAQMD Basic Construction Mitigation Measures are listed below:
All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times a day.
All haul trucks transporting soil, sand, or other loose material off-site shall be covered.
All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
All vehicle speeds on unpaved roads shall be limited to 15 miles per hour.
All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.
Less than
Significant
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Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to five minutes (as required by the California Airborne Toxics Control Measure Title 13, Section 2485 of California Code of Regulations). Clear signage shall be provided for construction workers at all access points.
All construction equipment shall be maintained and properly tuned in accordance with manufacture’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper conditions prior to operation.
Post a publicly visible sign with the telephone number and person to contact at the City of American Canyon regarding dust complaints. This person shall respond and take corrective action within 48 hours.
The Air District’s number shall also be visible to ensure compliance with applicable regulations.
Impact AQ-3: Construction activities for future
individual projects lasting longer than two
months or located within 1,000 feet of sensitive
receptors could expose sensitive receptors to
substantial pollutant concentrations.
Implementation of the project may also expose
sensitive receptors to operational sources of
toxic air contaminants. Impacts would be less
than significant with mitigation.
AQ-2 Conduct Construction Health Risk Assessment
Prior to issuance of a grading or building permit, whichever occurs first, the applicant shall submit to the City a construction health risk assessment (HRA) in accordance with BAAQMD recommendations for any development project (including the proposed Newell Drive extension) that has at least one the following characteristics:
The project is located within 1,000 feet of sensitive receptors. Project construction would last longer than two months. Project construction would not utilize equipment rated USEPA Tier 4 (for equipment of 50 horsepower or more); construction equipment fitted with Level 3 Diesel Particulate Filters (for all equipment of 50 horsepower or more); or alternative fuel construction equipment.
If the HRA determines that construction will exceed BAAQMD significance thresholds, the HRA shall provide mitigation measures to reduce the impact to less than significant, including but not limited to requiring the use of Tier 4 engines, Level 3 Diesel Particulate Filters, and/or alternative fuel construction equipment.
AQ-3 Conduct Operational Health Risk Assessment
Prior to submittal of a subsequent discretionary development permit application for industrial, warehousing, or commercial land uses that would generate at least 100 diesel trucks per day or 40 or more trucks with diesel-powered transport refrigeration units per day, the applicant shall submit an operational health risk assessment (HRA) or submit proof that an HRA is not required in accordance with BAAQMD thresholds. If required, the operational HRA shall be prepared in accordance with the Office of Environmental Health Hazard Assessment and BAAQMD requirements, and mitigated to an acceptable level. Typical measures to reduce risk impacts may include, but are not limited to:
Restricting idling on-site beyond Air Toxic Control Measures idling restrictions, as feasible. Electrifying warehousing docks.
Truck Electric Vehicle (EV) Capable trailer spaces.
Less than
Significant
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Requiring use of newer equipment and/or vehicles.
Restricting off-site truck travel through the creation of truck routes.
The operational HRA shall be provided to the City for review and concurrence prior to project approval.
Impact AQ-4: The project would not create
objectionable odors that could adversely affect
a substantial number of people. Impacts related
to odors would be less than significant.
No mitigation measures would be required. Less than
Significant
Biological Resources
Impact BIO-1: The project may result in direct or
indirect impacts to special-status species, their
associated habitats, and nesting birds. This
impact would be less than significant with
mitigation.
BIO-1 Site-Specific Biological Resources Assessment
The City shall implement the following measures during environmental review of future development within the project site. On a project-by-project basis, a preliminary biological resource screening shall be performed to determine whether a specific project has the potential to impact biological resources. If it is determined that the project has no potential to impact biological resources, no further action is required. If the project would have the potential to impact biological resources, prior to construction, a qualified biologist shall conduct a biological resources assessment (BRA) or similar type of study to document the existing biological resources within the project footprint plus an appropriate buffer determined by a qualified biologist and to determine the potential impacts to those resources. The BRA shall evaluate the potential for impacts to all sensitive biological resources including, but not limited to special-status species, nesting birds, wildlife movement, sensitive plant communities/critical habitat and other resources judged to be sensitive by local, state, and/or federal agencies. Pending the results of the BRA, design alterations, further technical studies (i.e., protocol surveys) and/or consultations with the USFWS, CDFW and/or other local, state, and federal agencies may be necessary. The City shall review and approve the BRA prior to project approval.
BIO-2 Pre-construction Surveys for Swainson’s Hawk, Other Raptors and Nesting Birds Ground disturbance and vegetation removal activities shall be restricted to the non-breeding season (September 16 to January 31), when feasible. If construction activities occur during the nesting bird season (February 1 to September 15), the following mitigation measures are recommended to reduce impacts to Swainson’s hawk, protected raptor species, and other nesting birds protected by the MBTA and CFGC.
A qualified biologist shall conduct surveys for Swainson’s hawk between January 1 and March 20. A preconstruction survey for other raptors and nesting birds shall be conducted no more than seven days prior to initiation of ground disturbance and vegetation removal. The survey shall be conducted within the project site and include a 150-foot buffer for passerines, 500-foot buffer for other raptors, and 0.5 mile buffer for active Swainson’s hawk nests. The surveys shall be conducted by a biologist familiar with the identification of avian species known to occur in the region. It is recommended that surveys follow the Swainson’s Hawk Technical Advisory Committee’s Recommended Timing and Methodology for Swainson’s Less than
Significant
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Hawk Nesting Surveys in California’s Central Valley. If a Swainson’s hawk or white-tailed kite nest is found, the biologist shall set up appropriate buffers in consultation with CDFW.
If the nesting bird survey results are negative, no further action is required. If nests are found, the biologist shall determine and demarcate an appropriate avoidance buffer with high visibility material. For Swainson’s hawk nests, the biologist shall establish an avoidance buffer of up to 0.5 mile based on the nest location in relation to the construction activity, the line-of-sight from the nest to the construction activity, and observed hawk behavior at the nest.
The qualified biologist shall notify all construction personnel of the buffer zones and to avoid entering buffer zones during the nesting season. No ground disturbing activities shall occur within the buffer until the biologist has confirmed that breeding/nesting is complete, and the young have fledged the nest.
Encroachment into the buffer shall occur only at the discretion of the biologist.
Results of the preconstruction nesting bird survey shall be submitted to the City in a brief letter report no more than 30 days after completion of the survey.
BIO-3 Pre-construction Surveys for Western Burrowing Owl Prior to ground disturbance activities, a qualified biologist shall conduct pre-construction clearance surveys within suitable natural habitats and ruderal areas throughout the project site, to confirm the presence/absence of active western burrowing owl burrows. The surveys shall be consistent with the recommended survey methodology provided by CDFW’s Staff Report on Burrowing Owl Mitigation.
Clearance surveys shall be conducted within 30 days prior to construction and ground disturbance activities. If no western burrowing owls are observed, no further actions are required. If western burrowing owls are detected during the pre-construction clearance surveys, the following measures shall apply:
Avoidance buffers during the breeding and non-breeding season shall be implemented in accordance with the CDFW’s Staff Report on Burrowing Owl Mitigation minimization mitigation measures. If avoidance of western burrowing owls is not feasible, then additional measures such as passive relocation during the nonbreeding season and construction buffers of 200 feet during the breeding season shall be implemented, in consultation with CDFW. In addition, a Western Burrowing Owl Exclusion Plan and Mitigation and Monitoring Plan shall be developed by a qualified biologist in accordance with the CDFW (2012) and Burrowing Owl Consortium (1993).
Project applicants shall submit evidence of clearance surveys, avoidance buffers or additional measures to the City as required.
BIO-4 Worker Environmental Awareness Program
Prior to initiation of construction activities (including staging and mobilization), all personnel associated with project construction shall attend Worker Environmental Awareness Program training, conducted by a qualified biologist, to aid workers in recognizing special status resources that may occur in the project site.
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status and general ecological characteristics of sensitive resources, and review of the limits of construction and mitigation measures required to reduce impacts to biological resources within the work area. A fact sheet conveying this information shall also be prepared for distribution to all contractors, their employers, and other personnel involved with construction. All employees shall sign a form documenting attendance at the Worker Environmental Awareness Program and that they understand the information presented to them. The form shall be submitted to the City to document compliance.
Impact BIO-2: No riparian habitat or sensitive
natural communities are present in the project
site. No impact would occur.
No mitigation measures would be required. Less than
Significant
Impact BIO-3: Implementation of the project
may result in impacts to state or federally
protected waters. This impact would be less
than significant with mitigation.
BIO-5 Aquatic Resources Delineation
A qualified biologist shall complete an aquatic resources delineation survey that establishes the extent of the waters of the U.S. and State and identify the potential jurisdictional limits of USACE, RWQCB, and CDFW. The delineation shall be conducted in accordance with the requirement set forth by each agency and the results presented in a report that shall be submitted to the City, USACE, RWQCB, and CDFW, as appropriate, for review and approval. If the USACE asserts its authority, then a permit pursuant to Section 404 of the CWA would be required. If jurisdictional areas are expected to be impacted, then the RWQCB would require a Section 401 Water Quality Certification and/or Waste Discharge Requirement permit (depending upon whether the feature falls under federal jurisdiction or not). If CDFW asserts its jurisdictional authority, then a Lake or Streambed Alteration Agreement pursuant to Section 1600 et seq. of the CFGC would also be required prior to construction within the areas of CDFW jurisdiction.
BIO-6 General Avoidance and Minimization
Development shall be designed to avoid potentially jurisdictional features identified in aquatic resources delineation reports (Mitigation Measure BIO-4), to the extent feasible. No development shall occur within 50 feet of the top of bank for North Slough. Projects with potentially jurisdictional features shall provide the City with a report detailing how all identified aquatic features will be avoided, including groundwater draw down, prior to project approval.
BIO-7 Restoration for Impacts to Waters and Wetlands
If the project cannot be designed to avoid impacts to waters and wetlands (as described in Mitigation Measure BIO-6), then impacts shall be fully mitigated at an appropriate ratio, as determined by a qualified biologist and in accordance with regulatory agency requirements. Mitigation can be achieved through the setting aside or acquisition and in-perpetuity management of similar habitat on-site (this can include restoration of jurisdictional features within the project site) or as close to the impact habitat as possible.
Mitigation lands must be placed into a conservation easement or other covenant restricting future development. A mitigation and monitoring plan consistent with regulatory agency requirements shall be developed by a qualified biologist and submittal to the regulatory agency overseeing the project for Less than
Significant
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approval. Alternatively, mitigation shall be accomplished through purchase of credits from an approved mitigation bank. Mitigation lands or in lieu funding sufficient to acquire lands should provide habitat at a minimum 1:1 ratio for impacted lands, comparable to habitat to be impacted by individual project activity.
The City shall review and approve the plan before submittal to the agencies.
Impact BIO-4: Implementation of the project
would not substantially impede the movement
of native resident or migratory fish or wildlife
species or with established native resident or
migratory wildlife corridors after the
implementation of Mitigation Measure BIO-6.
This impact would be less than significant with
mitigation.
Mitigation Measure BIO-6 (see Impact BIO-3). Less than
Significant
Impact BIO-5: Implementation of the project
could conflict with local policies or ordinances
protecting biological resources, such as a tree
preservation policy or ordinance. However, this
impact would be less than significant with
mitigation.
Mitigation Measures BIO-5, BIO-6, and BIO-7 (see Impact BIO-3). Less than Significant
Impact BIO-6: Implementation of the project
would not conflict with the provisions of an
adopted Habitat Conservation Plan, Natural
Community Conservation Plan, or other
approved local, regional, or State habitat
conservation plan. No impact would occur.
No mitigation measures would be required No Impact
Cultural Resources
Impact CUL-1: The project could adversely affect
previously unidentified historic-period
resources. Impacts to historic-period resources
would be less than significant with mitigation.
CUL-1 Historical Built Environment
Prior to project approval, the applicant shall submit a report to the City that identifies any historic-age features (i.e., structures over 45 years of age) proposed to be altered or demolished. If historical-age features are present, the applicant shall submit a historical resources evaluation to the City prepared in areas that contains buildings, structures, objects, sites, landscape/site plans, or other features that are 45 years of age or older, by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualifications Standards (PQS) in architectural history or history (36 CFR Part 61). The evaluation shall include an intensive-level evaluation, in accordance with the guidelines and best practices meeting the State Office of Historic Preservation guidelines. All evaluated properties shall be documented Less than
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on Department of Parks and Recreation Series 523 Forms. The report shall be submitted to the City for review and approval.
If historical resources are identified through the survey and evaluation, efforts shall be made by the applicant to ensure that the relocation, rehabilitation, or alteration of the resource is consistent with the Secretary of the Interior’s Standards for the Treatments of Historic Properties (Standards). The applicant shall submit a report to the City that identifies and specifies the treatment of character-defining features and construction activities, and demonstrates how the project complies with the Standards and avoids the substantial adverse change in the significance of the historical resource as defined by CEQA Guidelines Section 15064.5(b). The report shall be prepared by an architectural historian or historical architect meeting the PQS as defined by 36 CFR Part 61 and provided to the City for review and concurrence prior to project approval.
Impact CUL-2: The project could adversely affect
previously unidentified archaeological
resources. Impacts would be less than
significant with mitigation.
CUL-2 Archaeological Resources Assessment
Prior to submittal of any discretionary development application that involves ground disturbance activities (that may include but are not limited to, pavement removal, potholing, grubbing, tree removal, and grading), the applicant shall submit an archaeological resources assessment prepared by a qualified archaeologist who meets the Secretary of the Interior’s Professional Qualifications Standards in either prehistoric or historic archaeology. Assessments shall include a CHRIS records search at the NWIC and a SLF Search from the NAHC. The records searches shall characterize the results of previous cultural resource surveys and disclose any cultural resources that have been recorded and/or evaluated in and around the development site. If the assessment begins on or before 2027, the results of the NWIC and SLF search for this EIR can be summarized as part of the assessment. A Phase I pedestrian survey shall be undertaken in future project areas that are undeveloped to locate any surface cultural materials. By performing a records search, a SLF search, and a Phase I survey, a qualified archaeologist shall be able to classify the future project area as having high, medium, or low sensitivity for archaeological resources.
If the Phase I archaeological survey identifies resources that may be affected by the future project, the archaeological resources assessment shall also include Phase II testing and evaluation. If resources are determined significant or unique through Phase II testing and site avoidance is not possible, appropriate site-specific mitigation measures shall be identified in the Phase II evaluation. These measures may include, but would not be limited to, a Phase III data recovery program, avoidance, or other appropriate actions to be determined by a qualified archaeologist. If significant archaeological resources cannot be avoided, impacts may be reduced to less than significant level by filling on top of the sites rather than cutting into the cultural deposits. Alternatively, and/or in addition, a data collection program may be warranted, including mapping the location of artifacts, surface collection of artifacts, or excavation of the cultural deposit, to characterize the nature of the buried portions of sites. Curation of the excavated artifacts or samples would occur as specified by the archaeologist. The archaeological resources assessment shall be reviewed and approved by the City prior to project approval.
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CUL-3 Unanticipated Discoveries
An Archaeologist who meets the Secretary of the Interior’s Professional Qualification Standards for archaeology shall be present on-site during all earth disturbing activities. If cultural resources are encountered during ground-disturbing activities, work within 100 feet of the area shall be halted and the contractor shall contact an archaeologist meeting the Secretary of the Interior’s Professional Qualification Standards for archaeology in either prehistoric or historic archaeology immediately to evaluate the find. If necessary, the evaluation may require preparation of a treatment plan and archaeological testing for CRHR eligibility. If the discovery proves to be significant under CEQA and cannot be avoided by the project, additional work, such as excavating the cultural deposit to fully characterize its extent and collecting and curating artifacts may be warranted to mitigate any significant impacts to cultural resources. If archaeological resources of Native American origin are identified during construction, a qualified archaeologist will consult with the City to begin Native American consultation procedures. Periodic reports of the find and subsequent evaluations shall be submitted to the City during construction.
Impact CUL-3: The project could result in
damage to or destruction of human burials.
Impacts would be less than significant through
adherence to existing regulations and with
mitigation.
CUL-4 Human Remains
In the event of an accidental discovery or recognition of any human remains, CEQA Guidelines Section 15064.5, Health and Safety Code Section 7050.5, and Public Resources Code Sections 5097.94 and Section 5097.98 shall be followed. If during project construction, there is accidental discovery or recognition of any human remains, the following steps shall be taken:
There shall be no further excavation or disturbance within 100 feet of the remains until the County Coroner is contacted to determine whether the remains are Native American and if an investigation of the cause of death is required. If the Coroner determines the remains to be Native American, the Coroner shall contact the Native American Heritage Commission (NAHC) within 24 hours, and the NAHC shall identify the person or persons it believes to be the Most Likely Descendant (MLD) of the deceased Native American. The MLD may make recommendations to the landowner or the person responsible for the excavation work within 48 hours, for means of treating or disposing of, with appropriate dignity, the human remains, and any associated grave goods as provided in Public Resource Code Section 5097.98.
Where the following conditions occur, the landowner or authorized representative shall rebury the Native American human remains and associated grave goods with appropriate dignity either in accordance with the recommendations of the MLD or on the project site in a location not subject to further subsurface disturbance:
The NAHC is unable to identify an MLD or the MLD failed to make a recommendation within 48 hours after being notified by the commission.
The descendant identified fails to make a recommendation. The landowner or authorized representative rejects the recommendation of the descendant, and mediation by the NAHC fails to provide measures acceptable to the landowner.
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Additionally, California Public Resources Code Section 15064.5 requires the following relative to Native American Remains:
When an initial study identifies the existence of, or the probable likelihood of, Native American Remains within a project, a lead agency shall work with the appropriate Native Americans as identified by the NAHC as provided in Public Resources Code Section 5097.98. The applicant may each develop a plan with respect to their respective individual development proposals for treating or disposing of, with appropriate dignity, the human remains, and any items associated with Native American Burials with the appropriate Native Americans as identified by the NAHC.
CUL-5 Tribal Monitoring
A Tribal Monitor representing the Yocha Dehe Wintun Nation shall be present during all project-related ground disturbance. Additionally, the Yocha Dehe Wintun Nation’s Treatment Protocol (Protocol) shall be followed with respect to Tribal Cultural Resources (TCRs). The purpose of the protocol is to formalize procedures for the treatment of Native American human remains, grave goods, ceremonial items, and items of cultural patrimony, if any are found in conjunction with development, including archaeological studies, excavation, geotechnical investigations, grading, and any ground-disturbing activity. This Protocol also formalizes procedures for Tribal Monitoring during archaeological studies, grading, and grounddisturbing activities.
Cultural Affiliation: The Yocha Dehe Wintun Nation (Tribe) traditionally occupied lands in Yolo, Solano, Lake, Colusa, and Napa Counties. The Tribe has designated its Cultural Resources Committee (Committee) to act on the Tribe's behalf with respect to the provisions of this Protocol. Any human remains which are found in conjunction with projects on lands culturally affiliated with the Tribe shall be treated in accordance with Section III of this Protocol. Any other cultural resources shall be treated in accordance with Section IV of this Protocol.
Inadvertent Discovery of Native American Human Remains: Whenever Native American human remains are found during the course of a project, the determination of Most Likely Descendant (MLD) under California Public Resources Code Section 5097.98 will be made by the Native American Heritage Commission (NAHC) upon notification to the NAHC of the discovery of said remains at a project site. If the location of the site and the history and prehistory of the area is culturally affiliated with the Tribe, the NAHC contacts the Tribe; a Tribal member will be designated by the Tribe to consult with the landowner and/or project proponents. Should the NAHC determine that a member of an Indian tribe other than Yocha Dehe Wintun Nation is the MLD, and the Tribe agrees with this determination, the terms of this Protocol relating to the treatment of such Native American human remains shall not be applicable; however, that situation is very unlikely.
Treatment of Native American Remains: In the event that Native American human remains are found during development of a project and the Tribe or a member of the Tribe is determined to be MLD pursuant to Section II of this Protocol, the following provisions shall apply. The Medical Examiner shall 239
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immediately be notified, ground-disturbing activities in that location shall cease and the Tribe shall be allowed, pursuant to California Public Resources Code Section 5097.98(a), to (1) inspect the site of the discovery and (2) make determinations as to how the human remains and grave goods shall be treated and disposed of with appropriate dignity. The Tribe shall complete its inspection and make its MLD recommendation within 48 hours of getting access to the site. The Tribe shall have the final determination as to the disposition and treatment of human remains and grave goods. Said determination may include avoidance of the human remains, reburial on-site, or reburial on tribal or other lands that will not be disturbed in the future. The Tribe may wish to rebury said human remains and grave goods or ceremonial and cultural items on or near the site of their discovery, in an area which will not be subject to future disturbances over a prolonged period of time. Reburial of human remains shall be accomplished in compliance with the California Public Resources Code Sections 5097.98(a) and (b). The term "human remains" encompasses more than human bones because the Tribe’s traditions call for the burial of associated cultural items with the deceased (funerary objects), and/or the ceremonial burning of Native American human remains, funerary objects, grave goods, and animals.
Ashes, soils, and other remnants of these burning ceremonies, as well as associated funerary objects and unassociated funerary objects buried with or found near the Native American remains are to be treated in the same manner as bones or bone fragments that remain intact.
Non-Disclosure of Location of Reburials: Unless otherwise required by law, the site of any reburial of Native American human remains shall not be disclosed and will not be governed by public disclosure requirements of the California Public Records Act, California Government Code Section 6250 et seq. The Medical Examiner shall withhold public disclosure of information related to such reburial pursuant to the specific exemption set forth in California Government Code Section 6254(r). The Tribe will require that the location for reburial is recorded with the California Historic Resources Inventory System (CHRIS) on a form acceptable to the CHRIS center. The Tribe may also suggest the landowner enter into an agreement regarding the confidentiality of site information that will run with title on the property.
Treatment of Cultural Resources: Treatment of all cultural items, including ceremonial items and archaeological items will reflect the religious beliefs, customs, and practices of the Tribe. All cultural items, including ceremonial items and archaeological items, which may be found at a project site shall be turned over to the Tribe for appropriate treatment, unless ordered by a court or agency of competent jurisdiction. The project proponent shall waive any and all claims to ownership of Tribal ceremonial and cultural items, including archaeological items, which may be found on a project site in favor of the Tribe. If any intermediary, (for example, an Archaeologist retained by the project proponent) is necessary, said entity or individual shall not possess those items for longer than is reasonably necessary, as determined solely by the Tribe.
Inadvertent Discoveries: If additional significant sites or sites not identified as significant in a project environmental review process, but later determined to be significant, are located within a project impact area, such sites will be subjected to further archaeological and cultural significance evaluation by 240
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the project proponent, the Lead Agency, and the Tribe to determine whether additional mitigation measures are necessary to treat sites in a culturally appropriate manner consistent with CEQA requirements for mitigation of impacts to cultural resources. If there are human remains present that have been identified as Native American, all work will cease for a period of up to 30 days in accordance with Federal Law.
Energy
Impact E-1: The project would not result in the
wasteful, inefficient, or unnecessary
consumption of energy and impacts would be
less than significant.
No mitigation measures would be required. Less than
Significant
Impact E-2: The project would not conflict with
or obstruct a state or local plan for renewable
energy or energy efficiency because the project
would require Mitigation Measures that require
advanced energy efficiency and the use of
carbon-free electricity sources. Therefore,
impacts would be less than significant with
mitigation.
Mitigation Measures GHG-4 and GHG-5 (see Impact GHG-1). Less than Significant
Geology and Soils
Impact GEO-1: The project would not be subject
to rupture of a known earthquake fault. There
would be no impact.
No mitigation measures would be required. No Impact
Impact GEO-2: Following project
implementation, future structures, roadways,
and occupants could be located in areas that
would be exposed to seismic events, including
ground shaking, liquefaction, and landslides,
creating the risk for damage or injury.
Compliance with the CBC, the City’s Municipal
Code, and Mitigation Measure GEO-1 would
minimize ground shaking, liquefaction, and
landslide hazards. Impacts would be less than
significant with mitigation.
GEO-1 Geotechnical Investigation
Prior to the issuance of improvement plans and building permits, the project applicant shall submit a design-level Geotechnical Investigation to the City of American Canyon for review and approval. The investigation shall be prepared by a qualified engineer and identify grading and building practices necessary to achieve compliance with the latest adopted edition of the California Building Standards Code (CBC) geologic, soils, and seismic requirements, including abatement of expansive soil conditions. The report shall also determine the final design parameters for walls, foundations, foundation slabs, and surrounding related improvements (e.g., utilities roadways, parking lots, and sidewalks). The measures identified in the approved report shall be incorporated into the project plans and all applicable construction related permits.
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Impact GEO-3: The project could result in soil
erosion or the loss of topsoil. Adherence to
permit requirements and Mitigation Measure
HYD-1 would reduce this impact to a less than
significant level. Impacts would be less than
significant with mitigation.
Mitigation Measure HYD-1 (see Impact HYD-1). Less than
Significant
Impact GEO-4: The project could result in on- or
off-site landslide, lateral spreading, subsidence,
liquefaction, or collapse. Compliance with CBC
requirements would reduce hazards resulting
from expansive soils and impacts would be less
than significant.
Mitigation Measure GEO-1 (see Impact GEO-2). Less than
Significant
Impact GEO-5: The project would be served by
sanitation infrastructure. No septic tanks or
alternative wastewater disposal systems would
be used; therefore, there would be no impact.
No mitigation measures would be required. No Impact
Impact GEO-6: Development facilitated by the
project has the potential to impact
paleontological resources. Impacts would be
less than significant with mitigation
incorporated.
GEO-2 Retention of Qualified Professional Paleontologist Prior to submittal of a discretionary development application, the project applicant shall retain a Qualified Professional Paleontologist, as defined by SVP (2010), to determine the project’s potential to significantly impact paleontological resources according to SVP (2010) standards. If necessary, the Qualified Professional Paleontologist shall direct mitigation measures to reduce potential impacts to paleontological resources to a less than significant level. The City shall review and approve the Qualified Professional Paleontologist’s findings and recommendation. All recommendations shall be incorporated into the project plans prior to issuance of a grading permit.
Less than
Significant
Greenhouse Gas Emissions
Impact GHG-1: The project would be consistent
with BAAQMD thresholds after implementation
of Mitigation Measures GHG-1 through GHG-5.
This impact would be less than significant with
mitigation.
GHG-1 Construction BMPs
Prior to the issuance of any grading permits, the project applicant shall provide the City of American Canyon with documentation (e.g., site plans) demonstrating project construction will include the following construction Best Management Practices (BMPs):
At least 15 percent of the construction fleet for each project phase shall be alternatively fueled or electric.
At least 10 percent of building materials used for project construction shall be sourced from local suppliers.
At least 65 percent of construction and demolition waste materials shall be recycled or reused.
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At least one contractor that has a business location in American Canyon shall be contracted for project construction.
All construction contracts shall include language that requires all off-road equipment with a power rating below 19 kilowatts (e.g., plate compactors, pressure washers) using during construction be electrically powered.
Architectural coatings used for project construction shall be “Low-VOC,” containing no greater than 50 grams of volatile organic compounds (VOC) per liter of product. Project construction shall prohibit the use of generators and shall establish grid power connection to electrical equipment needs.
Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California Airborne Toxics Control Measure [ATCM] Title 13, Section 2485 of California Code of Regulations). Clear signage regarding idling restrictions shall be provided for construction workers at all access points. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation.
The prime construction contractor shall post a publicly visible sign with their telephone number and contractor to contact. The construction contractor shall take corrective action within 48 hours. The BAAQMD’s phone number shall also be identified and visible to ensure compliance with applicable regulations.
GHG-2 Electric Vehicle Charging Stations
Prior to issuance of any building permits, the project applicant shall demonstrate to the satisfaction of the City (e.g., shown on-site plans), that the proposed parking areas for passenger automobiles and trucks are designed and will be built to accommodate electric vehicle (EV) charging stations. At a minimum, the parking shall be designed to accommodate EV charging stations equal to the Tier 2 Nonresidential Voluntary Measures of the California Green Building Standards Code, Section A5.106.5.3.2.
Prior to the issuance of any building permits, the project applicant shall demonstrate to the satisfaction of the City (e.g., shown on-site plans), that each loading dock is outfitted with at least one 240-volt outlet to accommodate truck and Transport Refrigeration Unit (TRU) charging and/or electrical power connection while trucks are loading and unloading goods.
GHG-3 All Electric Buildings
Prior to the issuance of any building permits, the project applicant shall provide the City with documentation (e.g., site plans) demonstrating the project is designed without the use of any natural gasfueled appliances or natural gas plumbing. 243
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GHG-4 Tier 2 Advanced Energy Efficiency Requirements
Prior to issuance of any building permits, the project applicant shall demonstrate to the satisfaction of the City (e.g., shown on-site plans), that the proposed buildings are designed and will be built to, at a minimum, the Tier 2 advanced energy efficiency requirements of the Nonresidential Voluntary Measures of the California Green Building Standards Code, Division A5.2, Energy Efficiency, as outlined under Section A5.203.1.2.2.
GHG-5 Carbon-Free Electricity Sources
Prior to the issuance of any building permit for the project, the project applicant shall provide the City with documentation (e.g., site plans) demonstrating to the City’s satisfaction that electricity demand will be supplied with 100 percent carbon-free electricity sources through the year 2045 with on-site photovoltaic solar.
Hazards and Hazardous Materials
Impact HAZ-1: Development facilitated by the
project could involve the use, storage, disposal,
or transportation of hazardous materials. Upset
or accident conditions in the project site could
involve the release of hazardous materials into
the environment. However, implementation of
Mitigation Measure HAZ-1 would ensure that
impacts would be less than significant.
HAZ-1 Property Assessment – Phase I and II Environmental Site Assessments Prior to submittal of a discretionary development application or engineering plans for the Newell Drive Extension, the project applicant shall retain a qualified environmental professional, as defined by ASTM E1527 to prepare a project area Phase I Environmental Site Assessment (ESA) in accordance with standard ASTM methodologies, to assess the land use history of the project site that will be affected.
After the site-specific Phase I ESA has been completed, the determination of specific areas that require a Phase II ESA (i.e., soil, groundwater, soil vapor subsurface investigations) shall be evaluated by the project applicant. The Phase II ESA shall be completed prior to construction and shall be based on the results of the Phase I ESA. Specifically, if the Phase I ESA identifies recognized environmental conditions or potential concern areas, the project applicant shall retain a qualified environmental consultant, California Professional Geologist or California Professional Engineer, to prepare a Phase II ESA of the project site to determine whether the soil, groundwater, and/or soil vapor has been impacted at concentrations exceeding regulatory screening levels for commercial/industrial land uses.
As part of the Phase II ESA, the qualified environmental consultant shall screen the analytical results against the San Francisco Regional Water Quality Control Board environmental screening levels (ESL). These ESLs are risk-based screening levels for direct exposure of a construction worker under various depth and land use scenarios.
If the Phase II ESA for the development site indicates that contaminants are detected in the subsurface at the project site, the project applicant shall take appropriate steps to protect site workers and the public.
This may include the preparation of a Soil Management Plan for Impacted Soils prior to project construction.
If the Phase II ESA for the contaminant site indicates that contaminants are present at concentrations exceeding hazardous waste screening thresholds for contaminants in soil and/or groundwater (CCR Title 22, Less than
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Section 66261.24 Characteristics of Toxicity), the project applicant shall take appropriate steps to protect site workers and the public. This may include the completion of remediation at the project prior to onsite construction. The City shall review and approve the Phase I ESA and Phase II ESA prior to construction (i.e., demolition and grading).
Impact HAZ-2: Development facilitated by the
project would not result in the release of
potentially hazardous materials within 0.25 mile
of a school. There would be no impact.
No mitigation measures would be required. No Impact
Impact HAZ-3: Development facilitated by the
project would not be located on a site included
on a list of hazardous material sites compiled
pursuant to Government Code Section 65962.5.
However, impacts could occur from unknown
hazardous materials. Compliance with
Mitigation Measure HAZ-1 would minimize
impacts from development on previously
unknown contaminated sites and impacts would
be less than significant after mitigation.
Mitigation Measure HAZ-1 (see Impact HAZ-1). Less than
Significant
Impact HAZ-4: Development facilitated by the
project would occur in the Napa County Airport
Land Use Compatibility Zone D. Development
would occur in compliance with the Napa
County Airport Land Use Compatibility Plan and
impacts would be further reduced through
adherence to General Plan policies. Impacts
would be less than significant.
No mitigation measures would be required. Less than
Significant
Impact HAZ-5: Development facilitated by the
project would not impair implementation of or
physically interfere with an adopted emergency
response plan or emergency evacuation plan.
Impacts would be less than significant
No mitigation measures would be required. Less than
Significant
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Hydrology and Water Quality
Impact HWQ-1: The project would not violate
water quality standards or waste discharge
requirements, or otherwise substantially
degrade surface or groundwater quality.
Individual projects would be required to comply
with BMPs in accordance with State and local
regulations and permit requirements, as well as
Mitigation Measures HYD-1 and HYD-2. Impacts
would be less than significant with mitigation.
HYD-1 Water Pollution Prevention Plan
Prior to issuance of grading permits for the project, the applicant shall submit to the City of American Canyon for review and approval a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the requirements of the statewide Construction General Permit. The SWPPP shall be designed to address the following objectives: (1) all pollutants and their sources (e.g., runoff), including sources of sediment associated with construction, construction site erosion, and all other activities associated with construction activity, are controlled; (2) where not otherwise required to be under a Regional Water Quality Control Board (RWQCB) permit, all non-stormwater discharges are identified and either eliminated, controlled, or treated; (3) site Best Management Practices (BMPs) (e.g., silt fencing, street sweeping, routine inspection, etc.) are effective and result in the reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges from construction activity; and (4) stabilization BMPs are installed to reduce or eliminate pollutants after construction are completed. The SWPPP shall be prepared by a qualified SWPPP developer. The SWPPP shall include the minimum BMPs required for the identified Risk Level. BMP implementation shall be consistent with the BMP requirements in the most recent version of the California Stormwater Quality Association (CASQA) Stormwater Best Management Handbook– Construction or the California Department of Transportation (Caltrans) Stormwater Quality Handbook Construction Site BMPs Manual. The SWPPP shall be implemented during construction to the satisfaction of the City.
HYD-2 Stormwater Control Plan
Prior to the issuance of building permits, the project applicant shall submit a Stormwater Control Plan to the City of American Canyon for review and approval. The plan shall be developed using the California Stormwater Quality Association (CASQA) “New Development and Redevelopment Handbook” and include the applicable provisions of Section C.3 of the San Francisco Bay Regional Water Quality Control Board (RWQCB) Municipal Regional Permit (Order No. R2-2015-0049, NPDES Permit No. CAS612008 (or more recent permit). The Stormwater Control Plan shall identify pollution prevention measures and Best Management Practices (BMPs) to control stormwater pollution from operational activities and facilities and provide maintenance in perpetuity. The Stormwater Control Plan shall include Low Impact Development (LID) design concepts, as well as concepts that accomplish a “first flush” objective that would remove contaminants from the first 2 inches of stormwater before it enters area waterways. The project applicant shall also prepare and submit an Operations and Maintenance Agreement to the City, identifying procedures to ensure stormwater quality control measures work properly during operations.
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Impact HWQ-2: The project would not interfere
substantially with groundwater recharge such
that sustainable groundwater management of
the basin would be impeded. Impacts would be
less than significant.
No mitigation measures would be required. Less than
Significant
Impact HWQ-3: The project could alter drainage
patterns but would not result in substantial
erosion or siltation after compliance with
existing regulations and implementation of
Mitigation Measures HYD-1 and HYD-2. Impacts
would be less than significant with mitigation.
Mitigation Measures HYD-1 and HYD-2 (see Impact HYD-1). Less than Significant
Impact HWQ-5: The project site is not within an
area at risk from inundation by flood hazard,
seiche, or tsunami and would not risk the
release of pollutants due to project inundation.
The project is not in a flood hazard zone and
would not impede or redirect flood flows. There
would be no impact.
No mitigation measures would be required. No Impact
Impact HWQ-6: The project would not conflict
with or obstruct implementation of a water
quality control plan or sustainable groundwater
management plan. Impacts would be less than
significant.
No mitigation measures would be required. Less than
Significant
Land Use and Planning
Impact LU-1: The project would not physically
divide an established community and there
would be no impact.
No mitigation measures would be required. No Impact
Impact LU-2: The project would not result in a
significant environmental impact due to a
conflict with a plan adopted for the purpose of
avoiding or mitigating an environmental effect.
Impacts would be less than significant.
No additional mitigation measures for land use and planning would be required beyond those identified throughout this EIR, including Mitigation Measures AES-1 and AES-2; AQ-1 through AQ-3; BIO-1 through BIO-7; CUL-1 through CUL-5; GEO-1 and GEO-2; GHG-1 through GHG-5; HAZ-1; HYD-1 and HYD-2; PSR-1; and NOI-1 through NOI-3.
Less than
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Noise
Impact NOI-1: Project Construction would result
in a temporary increase in ambient noise.
Implementation of Mitigation Measures NOI-1
and NOI-2 would reduce construction noise
levels. Therefore, impacts generated by
temporary construction noise would be less
than significant with mitigation.
NOI-1 Construction Noise Reduction Measures
The following measures shall be implemented where future development construction sites are located within 150 feet of a sensitive receiver:
Mufflers. During excavation and grading construction phases, all construction equipment, fixed or mobile, shall be operated with closed engine doors and shall be equipped with properly operating and maintained mufflers, consistent with manufacturers’ standards.
Stationary Equipment. All stationary construction equipment shall be placed so that emitted noise is directed away from the nearest sensitive receivers.
Shielding and Silencing. Power construction equipment (including combustion engines), fixed or mobile, shall be equipped with noise shielding and silencing devices consistent with manufacturer’s standards or the Best Available Control Technology. Equipment shall be properly maintained, and the project applicant or owner shall require any construction contractor to keep documentation on-site during any earthwork or construction activities demonstrating that the equipment has been maintained in accordance with manufacturer’s specifications.
Construction Staging Areas. Construction staging areas shall be located as far from noise-sensitive uses as reasonably possible and feasible in consideration of site boundaries, topography, intervening roads and uses, and operational constraints.
Smart Back-Up Alarms. Mobile construction equipment shall have smart back-up alarms that automatically adjust the sound level of the alarm in response to ambient noise levels. Alternatively, back-up alarms shall be disabled and replaced with human spotters to ensure safety when mobile construction equipment is moving in the reverse direction and in accordance with all applicable safety laws.
Equipment Idling. Construction vehicles and equipment shall not be left idling for longer than five minutes when not in use.
Workers’ Radios. All noise from workers’ radios, including any on-site music, shall be controlled to a point that they are not audible at off-site noise-sensitive uses.
Noise Complaint Response. Project applicants shall designate an on-site construction project manager who shall be responsible for responding to any complaints about construction noise. This person shall be responsible for responding to concerns of neighboring properties about construction noise disturbance and shall be available for responding to any construction noise complaints during the hours that construction is to take place. They shall also be responsible for determining the cause of the noise complaint (e.g., bad silencer) and shall require that reasonable measures be implemented to correct the problem. A toll-free telephone number and email address shall be posted in a highly visible manner on the construction site at all times and provided in all notices (mailed, online website, and construction Less than
Significant
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Impact
site postings) for receiving questions or complaints during construction and shall also include procedures requiring that the on-site construction manager to respond to callers and email messages.
The on-site construction project manager shall be required to track complaints pertaining to construction noise, ongoing throughout demolition, grading, and/or construction and shall notify the City of each complaint occurrence.
Temporary Noise Barriers. For non-pile driving construction activity within 150 feet of residences, erect temporary noise barriers at the edge of the construction site closest to residences. Temporary noise barriers shall be constructed with solid materials (e.g., wood) with a density of at least 1.5 pounds per square foot with no gaps from the ground to the top of the barrier and a height of at least 12 feet. If a sound blanket is used, barriers shall be constructed with solid material with a density of at least 1 pound per square foot with no gaps from the ground to the top of the barrier and be lined on the construction side with acoustical blanket, curtain or equivalent absorptive material rated sound transmission class (STC) 32 or higher.
Plans indicating compliance with these noise reduction measures shall be provided to the City for review and concurrence prior to project approval.
NOI-2 Construction Noise Reduction Measures During Pile Driving The following measures shall be implemented during pile driving:
Alternative Pile Methods. For pile driving, the use of caisson drilling (drill piles), vibratory pile drivers, oscillating or rotating pile installation methods, and jetting or partial jetting of piles into place using a water injection at the tip of the pile shall be used instead of impact pile driving, where feasible.
Scheduling. Pile driving will be scheduled to have the least impact on nearby sensitive receivers.
Shrouding. Pile drivers with the best available noise control technology will be used. For example, pile driving noise control may be achieved by shrouding the pile hammer point of impact, by placing resilient padding directly on top of the pile cap, and/or by reducing exhaust noise with a sound-absorbing muffler.
Plans indicating compliance with these pile driving measures shall be provided to the City for review and concurrence prior to project approval.
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Impact
Impact NOI-2: Development facilitated by the
project could include mechanical equipment
(i.e., HVAC) and on-site activities would be
required to comply with applicable noise
standards in the American Canyon Municipal
Code but may still exceed noise thresholds for
off-site sensitive receivers. Therefore,
operational stationary source impacts would be
less than significant with mitigation.
Furthermore, while development would
generate an increase in traffic noise, the
increase would not be significant. Therefore,
permanent traffic noise increases due to project
operation would be less than significant.
NOI-3 Operational Stationary Source Noise Control Analysis and Measures Prior to the issuance of a building permit for projects adjacent to the property lines of noise-sensitive uses that could exceed noise standards from the American Canyon Municipal Code or General Plan, a noise analysis shall be conducted to assess and mitigate potential noise and impacts related to the operations of the project. The noise analysis shall be conducted by a qualified and experienced acoustical consultant or engineer and shall follow the latest CEQA guidelines, practices, and precedents. Measures to reduce operational stationary sources to acceptable levels include, but are not limited to, operational hour restrictions, equipment optimization, shielding, mufflers, acoustical louvers, sound blankets, and sound walls. The noise analysis and recommended measures to implement shall be provided to the City for review and concurrence prior to project approval.
Less than
Significant
Impact NOI-3: Project construction would
generate temporary vibration in the project
area. However, construction-related vibration
impacts would be less than significant.
No mitigation measures would be required. Less than
Significant
Impact NOI-4: The project is outside the Napa
County Airport noise contours and the project
would not expose people working in the project
site to excessive noise levels. No impact would
occur.
No mitigation measures would be required. No Impact
Population and Housing
Impact POP-1: The project would not directly or
indirectly induce substantial unplanned
population growth. Impacts would be less than
significant.
No mitigation measures would be required. Less than
Significant
Impact POP-2: The project would not displace
substantial numbers of existing people or
housing and impacts would be less than
significant.
No mitigation measures would be required. Less than
Significant
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Impact
Public Services and Recreation
Impact PSR-1: The project could result in the
need for additional fire facilities; however,
Mitigation Measure PSR-1 would require
measures to maintain adequate fire service.
Impacts would be less than significant with
mitigation.
PSR-1 Fire Facilities Coordination
After the City receives an application for development within the project site, the City shall provide the American Canyon Fire Protection District (ACFPD) with the development application. If the ACFPD determines that an additional fire station is needed, the City shall assist the District by implementing current fire service-related mitigation fee programs, as well as future fire service-related mitigation fee programs developed by the ACFPD, which shall provide funding for the additional station.
Less than
Significant
Impact PSR-2: The project would be adequately
served by existing police protection services.
Payment of public safety taxes and development
impact fees would minimize potential impacts to
police service facilities and performance and
impacts would be less than significant.
No mitigation measures would be required. Less than
Significant
Impact PSR-3: The project would be adequately
served by existing park facilities. The project
would not include residence or induce growth in
population that would utilize park facilities.
Thus, impacts would be less than significant.
No mitigation measures would be required. Less than
Significant
Impact PSR-4: The project would not result in
substantial adverse physical impacts associated
with the provision of new or physically altered
public facilities. No new facilities would be
required to accommodate the project and
impacts would be less than significant.
No mitigation measures would be required. Less than
Significant
Transportation
Impact TRA-1: The project would not conflict
with a program, plan, ordinance or policy
addressing the circulation system and impacts
would be less than significant.
No mitigation measures would be required. Less than
Significant
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Impact
Impact TRA-2: The rate of VMT per job that
would be generated by the project is anticipated
to be lower than the significance threshold. The
project would not conflict with or be
inconsistent with CEQA Guidelines 15064.3(b)
and impacts would be less than significant.
No mitigation measures would be required. Less than
Significant
Impact TRA-3: The project would not
substantially increase hazards due to a
geometric design feature and impacts would be
less than significant.
No mitigation measures would be required. Less than
Significant
Impact TRA-4: The project would not
substantially increase hazards due to a
geometric design feature and impacts would be
less than significant.
No mitigation measures would be required. Less than
Significant
Tribal Cultural Resources
Impact TCR-1: The Project could adversely
impact Tribal Cultural Resources. Impacts would
be less than significant through consultation
conducted pursuant to AB 52 and
implementation of mitigation.
Mitigation Measures CUL-2 through CUL-5 (see Impacts CUL-2 and CUL-3). Less than Significant
Utilities and Service Systems
Impact UTL-1: The project would increase
demand for water, wastewater, electric power,
telecommunications, and stormwater drainage;
however, no additional relocation or
construction of utility services will be required
to service the project beyond connections to
existing utilities. The project would not increase
demand on natural gas. Impacts would be less
than significant.
No mitigation measures would be required. Less than
Significant
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Impact UTL-2: The project would increase
demand for water; however, with adherence to
the ZWF Policy, water supplies would be
sufficient to serve the project and reasonably
foreseeable future development in normal, dry,
and multiple dry years. Impacts would be less
than significant.
No mitigation measures would be required. Less than
Significant
Impact UTL-3: The project would increase
demand for wastewater treatment but there is
adequate wastewater treatment capacity to
serve the project’s projected demand in
addition to existing commitments. Impacts
would be less than significant.
No mitigation measures would be required. Less than
Significant
Impact UTL-4: The project would not generate
solid waste in excess of state or local standards,
would not exceed the capacity of local
infrastructure, and would not impair the
attainment of solid waste reduction goals.
Impacts would be less than significant.
No mitigation measures would be required. Less than
Significant
Wildfire
Impact WF-1: The project would not impair an
emergency response plan and impacts would be
less than significant.
No mitigation measures would be required. Less than
Significant
Impact WF-2: The project could expose
employees and structures to wildfire risk;
however, wildfire risks would be reduced with
mitigation and impacts would be less than
significant with mitigation.
WF-1 Wildfire Risk Reduction During Construction
Prior to issuance of a grading or building permit, whichever occurs first, the applicant shall submit documentation that they will implement the following measures to reduce risk of loss, injury, or death from wildfire during construction:
Construction equipment powered by internal combustion engines shall be equipped with spark arresters. The spark arresters shall be maintained pursuant to manufacturer recommendations to ensure adequate performance.
Certain project construction activities with potential to ignite wildfires during red-flag warnings issued by the National Weather Service for the project site location shall be prohibited. Example activities that shall be prohibited during red-flag warnings include welding and grinding outside of enclosed buildings.
Less than
Significant
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Fire extinguishers shall be required to be onsite during construction. Fire extinguishers shall be maintained to function according to manufacturer specifications. Construction personnel shall receive training on the proper methods of using a fire extinguisher.
WF-2 Fire Suppression Requirements
Prior to issuance of improvement plans, the applicant shall submit plans that demonstrate all fire hydrants on the project site satisfy the Fire District’s minimum fire flow requirements.
WF-3 California Building Code Chapter 7A Compliance
Prior to issuance of a building permit, the applicant shall submit plans that demonstrate compliance with Chapter 7A of the California Building Code.
WF-4 Fire Resistant Vegetation and Landscaping
Prior to issuance of a building permit, the applicant shall submit landscape plans prepared by a registered Landscape Architect that are consistent with applicable Building and Fire Codes at the time the building permit is issued.
Impact WF-3: The project would include the
installation of utilities and a roadway extension
(Newell Drive Extension). However, impacts
would be less than significant because the
Newell Drive Extension would allow for
simultaneous egress and ingress during an
evacuation, which would not exacerbate a fire
risk.
No mitigation measures would be required. Less than
Significant
Impact WF-4: The project site is relatively flat
and not downslope from a hillside that could
result in a landslide following a wildfire. There
would be adequate drainage on the project site
to prevent flooding. Wildfire risks from flooding
or landslides would be less than significant.
No mitigation measures would be required. Less than
Significant
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Introduction
This Environmental Impact Report (EIR) examines the potential environmental effects of the City of American Canyon’s (City) proposed Watson Lane Annexation Project (hereafter also referred to as “project”). The environmental review process for the project, and legal basis for preparing an EIR, are described below.
1.1 Environmental Impact Report Background
This document is an EIR that evaluates the potential environmental impacts associated with implementation of the project. This section of the EIR:
Provides an overview of the project’s background
Describes the purpose of and legal authority of the EIR Summarizes the scope and content of the EIR
Lists lead, responsible, and trustee agencies for the EIR Describes the intended uses of the EIR
Provides a synopsis of the environmental review process required under the California Environmental Quality Act (CEQA)
The contents of other EIR sections are as follows:
Section 2, Project Description, provides a detailed discussion of the project Section 3, Environmental Setting, describes the general environmental setting for the project site
Section 4, Environmental Impact Analysis, describes the potential environmental effects associated with the project
Section 5, Alternatives, discusses alternatives to the project, including the CEQA-required “no project” alternative
Section 6, Other CEQA Required Sections, discusses issues such as growth inducement and significant irreversible environmental effects
Section 7, References and Report Preparers, lists informational sources for the EIR and persons involved in the preparation of the document
In addition, this EIR also includes the following Appendices:
Appendix A. Notice of Preparation and Scoping Comments Received Appendix B. Biological Resources Assessment
Appendix C. Supporting Noise Information
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1.2 Project Overview
The project involves annexation of 83 acres of Napa County land within the City’s sphere of influence. The annexation area requires amendment of the General Plan to redesignate the land use and pre-zone certain parcels. Additionally, consistent with the City’s Circulation Element, Newell Drive would be extended through the annexation area to connect State Route 29 with the planned extension of Newell Drive through Watson Ranch. The project is described in detail in Section 2, Project Description.
1.3 Purpose and Legal Authority
Proposed General Plan Amendments and Pre-zoning requires discretionary approval of the American Canyon City Council; therefore, the project is subject to the environmental review requirements of CEQA. The City also contemplates Napa County Local Agency Formation Commission (LAFCo) approval of annexation within the Sphere of Influence. This EIR has been prepared in accordance with CEQA and the CEQA Guidelines. In accordance with CEQA Guidelines Section 15121(a) (California Code of Regulations, Title 14, Division 6, Chapter 3), the purpose of an EIR is to:
Inform public agency decision-makers and the public generally of the significant environmental effects of a project, identify possible ways to minimize the significant effects, and describe reasonable alternatives to the project.
This EIR fulfills the requirements for a Program EIR. Although the legally required contents of a Program EIR are the same as a Project EIR, Program EIRs are by necessity more conceptual and may contain a more general discussion of impacts, alternatives, and mitigation measures than a Project EIR. As provided in CEQA Guidelines Section 15168, a Program EIR may be prepared on a series of actions that may be characterized as one large project. Use of a Program EIR provides the City (as Lead Agency) with the opportunity to consider broad policy alternatives and program-wide mitigation measures and provides the City with greater flexibility to address environmental issues and/or cumulative impacts on a comprehensive basis. Agencies generally prepare Program EIRs for programs or a series of related actions that are linked geographically, are logical parts of a chain of contemplated events, rules, regulations, or plans that govern the conduct of a continuing program, or are individual activities carried out under the same authority and having generally similar environmental effects that can be mitigated in similar ways. By its nature, a Program EIR considers the broad effects associated with implementing a program (such as an annexation) and does not, and is not intended to, examine the specific environmental effects associated with projects that may be accommodated by the provisions of the annexation process.
Once a Program EIR has been prepared, subsequent activities within the program must be evaluated to determine what, if any, additional CEQA documentation needs to be prepared. If the Program EIR addresses the program’s effects as specifically and comprehensively as possible, many subsequent activities could be found to be within the Program EIR scope and additional environmental documentation may not be required (CEQA Guidelines Section 15168(c)). When a Lead agency relies on a Program EIR for a subsequent activity, it must incorporate applicable mitigation measures and alternatives developed in the Program EIR into the subsequent activities (CEQA Guidelines Section 15168(c)(3)). If a subsequent activity would have effects not contemplated or not within the scope of the Program EIR, the Lead Agency must prepare a new Initial Study leading to a Negative 256
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Declaration, Mitigated Negative Declaration, or a project level EIR. In this case, the Program EIR still serves a valuable purpose as the first-tier environmental analysis. CEQA Guidelines Section 15168(b) encourage the use of Program EIRs, citing five advantages:
Provide a more exhaustive consideration of impacts and alternatives than would be practical in an individual EIR.
Focus on cumulative impacts that might be slighted in a case-by-case analysis. Avoid continual reconsideration of recurring policy issues. Consider broad policy alternatives and programmatic mitigation measures at an early stage when the agency has greater flexibility to deal with them. Reduce paperwork by encouraging the reuse of data (through tiering).
As a wide-ranging environmental document, the Program EIR uses expansive thresholds as compared to the project-level thresholds that might be used for an EIR on a specific development project. It should not be assumed that impacts determined not to be significant at a program level would not be significant at a project level. In other words, determination that implementation of the project as a program would not have a significant environmental effect does not necessarily mean that an individual project would not have significant effects based on project-level CEQA thresholds, even if the future development is consistent with the project.
This EIR has been prepared to analyze potentially significant environmental impacts associated with future development resulting from implementation of the project, as well as the extension of Newell Drive, and provides appropriate and feasible mitigation measures or project alternatives that would minimize or eliminate these impacts. Additionally, this EIR provides the primary source of environmental information for the City of American Canyon, which is the Lead Agency, to use when considering approval and implementation of the project.
This EIR is intended to provide decision-makers and the public with information that enables intelligent consideration of the environmental consequences of the project. This EIR identifies significant or potentially significant environmental effects, as well as ways in which those impacts could be reduced to less-than-significant levels, whether through the imposition of mitigation measures or through the implementation of specific alternatives to the project. In a practical sense, this document functions as a tool for fact-finding, allowing concerned citizens and agency staff an opportunity to collectively review and evaluate baseline conditions and project impacts through a process of full disclosure.
1.3.1 Streamlining Under CEQA Guidelines 15183
CEQA mandates that projects consistent with the development density established by existing zoning, community plan, or general plan policies for which an EIR was certified shall not require additional environmental review, except as might be necessary to examine whether there are project-specific significant effects peculiar to the project or its site (CEQA Guidelines 15183). This streamlines review of such projects and reduces the need to prepare repetitive environmental studies. Projects may be eligible for this process if the following findings can be made:
1. The project is consistent with the development density established by existing zoning, community plan or general plan policies for which an EIR was certified.
2. There are no project-specific effects which are peculiar to the project or its site.
3. There are no project-specific impacts which the EIR failed to analyze as significant effects. 257
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4. There are no potentially significant off-site and/or cumulative impacts which the EIR failed to evaluate.
5. There is no substantial new information resulting in more severe impacts than anticipated by the EIR.
The intent of this Program EIR is to enable development facilitated by the project to use CEQA Guidelines Section 15183 to streamline future CEQA compliance. Projects consistent with City and LAFCo regulations, including zoning, would require no additional CEQA review, but applicants would be responsible for implementing applicable mitigation measures, including site-specific environmental studies. The recommended mitigation measures, once adopted by the City Council, will be implemented on a project-specific basis as part of the entitlement or building permit application process.
1.3.2 Other Tiering Opportunities
Other projects proposed or approved by a lead agency may use this Program EIR for CEQA tiering (Public Resource Code [PRC] Sections 21068.5, 21093-21094, CEQA Guidelines 15152, 15385).
Tiering is the process by which general matters and environmental effects in an EIR prepared for a policy, plan, program, or ordinance are relied upon by a narrower second-tier or site-specific EIR (PRC Section 21068.5). Moreover, by tiering from this Program EIR (once certified by the City Council), a later tiered EIR would not be required to examine effects that (1) were mitigated or avoided in this EIR, (2) were examined at a sufficient level of detail in this Program EIR to enable those effects to be mitigated or avoided by site specific revisions, the imposition of conditions, or by other means in connection with the approval of the later project (PRC Section 21094).
1.4 Public Review and Participation Process
The City of American distributed a Notice of Preparation (NOP) of the EIR for a 30-day agency and public review period starting on September 7, 2022 and ending on October 7, 2022. In addition, the City held an EIR Scoping Meeting on September 21, 2022. The meeting, held from 2:00 PM to 2:30 PM, provided information about the project to members of public agencies, interested stakeholders and residents/community members. The meeting was held virtually through an online meeting platform and a call-in number. The City received letters from agencies and the public in response to the NOP during the public review period and oral comments during the Scoping Meeting. The NOP is presented in Appendix A of this EIR, along with the NOP responses received. Table 1-1 on the following page summarizes the content of the letters and oral comments and where the issues raised are addressed in the EIR.
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Table 1-1 NOP Comments and EIR Response
Commenter Comment/Request How and Where It Was Addressed Agency Comments
California Department
of Transportation
(Caltrans)
Inquired whether a transportation impact
analysis or study will be prepared for the
project.
Section 4.15, Transportation of the EIR includes
the transportation analysis for the project.
Native American
Heritage Commission
(NAHC)
States that the proposed project is
subject to the requirements and
provisions under Assembly Bill 52 and
State Bill 18 for tribal cultural resources.
Consultation required by AB 52 and SB 18 were
carried out by the City of American Canyon.
Potential impacts to cultural resources and tribal
cultural resources are discussed in Section 4.5,
Cultural Resources, and Section 4.16, Tribal
Cultural Resources, of this EIR.
California Department
of Fish and Wildlife
Requested that the project description
include details regarding land use
changes, footprints of project features,
proposed buildings/structures,
operational features, and construction
schedules.
Since this is a programmatic EIR, specific details
were not available for the environmental
analysis. However, sufficient project details are
provided in Section 2, Project Description.
Advised that the EIR must regulatory
requirements related to California
Endangered Species Act and Native Plant
Protection Act, nesting birds, fully
protected species (included in
Attachment 1 of the comment letter), and
lake and streambed alteration agreement.
Section 4.4, Biological Resources, includes
descriptions of all relevant regulatory
requirements and their applications to the
project. Additionally, the section includes a list of
special-status species and plants that may be
impacted by the project.
Requested that the EIR provide sufficient
environmental setting information related
to special-status plant, fish and wildlife
species, sensitive natural communities,
riparian habitats, or stream and wetlands.
Baseline conditions of biological resources are
included in Section 4.4, Biological Resources.
The EIR should discuss impacts that
reduce open spaces or agricultural land,
encroach into riparian habitats or
wetlands, impact special-status species,
loss of habitat, disturbance to habitat, or
obstruction of movement corridors.
These impacts to biological resources are
discussed in Section 4.4, Biological Resources.
Public Comments
Charles Lemmon Requested a scoping document with a
plan for the annexation area.
The NOP, included as Appendix A, includes
figures with proposed land use designations and
pre-zoning for the annexation area.
Inquires whether the potential
hotel/visitor serving site would be on
Watson Lane.
The hotel/visitor-serving use would occur within
the Town Center pre-zoned area. As shown on
Figure 2-6 of Section 2, Project Description, the
Town Center pre-zoning would be along the
north-south segment of Watson Lane.
Concerned that the Newell Drive
extension would encourage more traffic
on Paoli Loop if there were congestion or
an accident on State Route 29.
Traffic and congestion are not required topics
under CEQA. However, transportation impacts
are discussed in Section 4.15, Transportation.
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Commenter Comment/Request How and Where It Was Addressed John Dutra The commentor requests that his
property is not zoned for public use and
further requests information on how the
annexation area would be zoned.
Proposed pre-zoning of the annexation area is
shown on Figure 2-6 of Section 2¸ Project
Description.
Ladeena Ford The commentor expresses concern that
the proposed pre-zoning does not match
an earlier 2019 proposal and questions
whether the proposed residential use
conflicts with the Napa County Airport
Compatibility Zones.
Issues pertaining to the Napa County Airport
Land Use Compatibility Plan are discussed in
Section 4.9, Hazards and Hazardous Materials
and Section 4.11, Land Use and Planning.
The commentor inquires whether sewer
would be extended into the annexation
area.
Sewer services and other utilities are discussed in
Section 4.17, Utilities and Service Systems.
1.5 Scope and Content
As discussed in Section 1.4, Public Review and Participation Process, an NOP was prepared and circulated (Appendix A), and responses received on the NOP were considered when setting the scope and content of the environmental information in the Program EIR. Sections 4.1 through 4.18 address the resource areas outlined in the bullet points below. Section 5, Other CEQA Required Discussions, covers topics including growth-inducing effects, irreversible environmental effects, and significant and unavoidable impacts. Environmental topic areas addressed in this Program EIR include the following:
Aesthetics Hydrology and Water Quality
Agriculture and Forestry Resources Land Use and Planning Air Quality Noise
Biological Resources Population and Housing
Cultural Resources Public Services and Recreation
Energy Transportation
Geology and Soils Tribal Cultural Resources
Greenhouse Gas Emissions Utilities and Service Systems
Hazards and Hazardous Materials Wildfire
This EIR evaluates potential impacts in each of these areas. The focus of this EIR is to:
Provide information about the project for consideration by the City Council in its selection of the project, an alternative to the project, or a combination of various elements from the project and its alternatives, for approval.
Review and evaluate the potentially significant environmental impacts that could occur because of the project.
Identify feasible mitigation measures that may be incorporated to reduce or eliminate potentially significant effects.
Disclose any potential growth-inducing and/or cumulative impacts associated with the project. 260
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Examine a reasonable range of alternatives that could feasibly attain the basic objectives of the project, while eliminating and/or reducing some or all of its potentially significant adverse environmental effects.
Two resources listed on Appendix G of the CEQA Guidelines – Mineral Resources and Schools – were determined not to be significantly affected by the project and are analyzed with brevity within Section 4.19, Effects Found Not to be Significant.
1.6 Lead, Responsible, and Trustee Agencies
The City of American Canyon is the lead agency under CEQA for this EIR because it has primary discretionary authority to approve the project. CEQA Guidelines Section 15381 defines responsible agencies as other public agencies that are responsible for carrying out/implementing a specific component of a project or for approving a project (such as an annexation) that implements the goals and policies of a General Plan. Prior to annexation, the LAFCo must approve the City’s annexation application, which City Council directed City staff to prepare in September 2017. Napa County LAFCo requires preparation of CEQA documentation prior to annexation and identifies five issue areas of local interest to address in the CEQA documentation. Those issues include cumulative and regional impacts, impacts to public services, conversion of prime agricultural lands, consistency with general and specific plans, and availability of affordable housing. These issues are addressed in this EIR. Napa County LAFCo may use this EIR to approve the City’s proposed annexation.
Trustee agencies have jurisdiction over certain resources held in trust for the people of California but do not have a legal authority over approving or carrying out the project. CEQA Guidelines Section 15386 designates four agencies as trustee agencies: CDFW with regards to fish and wildlife, native plants designated as rare or endangered, game refuges, and ecological reserves; the State Lands Commission, with regard to state-owned “sovereign” lands, such as the beds of navigable waters and State school lands; the California Department of Parks and Recreation, with regard to units of the State park system; and, the University of California, with regard to sites within the Natural Land and Water Reserves System. The CDFW, due to the potential for rare or endangered species, is the only trustee agency for the project.
The Napa County Airport Land Use Commission is an advisory agency for the project. Most of the project site lays within Zone D of the Napa County Airport Land Use Compatibility Zones, with the remainder in Zone E. Land within Airport Land Use Compatibility Zones requires review from the Airport Land Use Commission.
The California Public Utilities Commission (CPUC) governs railroad crossings. The project is proposing the Newell Drive Extension, which include an overcrossing over the Union Pacific Railroad. A permit is required by the CPUC for the Newell Drive Extension overcrossing.
1.7 Environmental Review Process
The environmental impact review process, as required under CEQA, is summarized below and illustrated in Figure 1-1. The steps are presented in sequential order. 261
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Notice of Preparation (NOP) and Initial Study. After deciding that an EIR is required, the lead agency (City of American Canyon) must file a NOP soliciting input on the EIR scope to the State Clearinghouse, other concerned agencies, and parties previously requesting notice in writing (CEQA Guidelines Section 15082; Public Resources Code Section 21092.2). The NOP must be posted in the County Clerk’s office for 30 days.
Draft EIR Prepared. The Draft EIR must contain: a) table of contents or index; b) summary; c) project description; d) environmental setting; e) discussion of significant impacts (direct, indirect, cumulative, growth-inducing and unavoidable impacts); f) a discussion of alternatives; g) mitigation measures; and h) discussion of irreversible changes.
Public Notice and Review. A lead agency must prepare a Public Notice of Availability (NOA) of an EIR. The NOA must be placed in the County Clerk’s office for 30 days (Public Resources Code Section 21092) and sent to anyone requesting it. Additionally, public notice of Draft EIR availability must be given through at least one of the following procedures: a) publication in a newspaper of general circulation; b) posting on and off the project site; and c) direct mailing to owners and occupants of contiguous properties. The lead agency must consult with and request comments on the Draft EIR from responsible and trustee agencies, and adjacent cities and counties. When a Draft EIR is sent to the State Clearinghouse for review, the public review period must be 45 days, unless a shorter period is approved by the Clearinghouse (Public Resources Code 21091). Distribution of the Draft EIR may be required through the State Clearinghouse. This EIR will be circulated for a 45-day public review and will be sent to the State Clearinghouse.
Notice of Completion. A lead agency must file a Notice of Completion (NOC) with the State Clearinghouse as soon as it completes a Draft EIR.
Final EIR. A Final EIR must include: a) the Draft EIR; b) copies of comments received during public review; c) list of persons and entities commenting; and d) responses to comments.
Certification of Final EIR. Prior to making a decision on a proposed project, the lead agency must certify that: a) the Final EIR has been completed in compliance with CEQA; b) the Final EIR was presented to the decision-making body of the lead agency; and c) the decision making body reviewed and considered the information in the Final EIR prior to approving a project (CEQA Guidelines Section 15090).
Lead Agency Project Decision. The lead agency may a) disapprove the project because of its significant environmental effects; b) require changes to the project to reduce or avoid significant environmental effects; or c) approve the project despite its significant environmental effects, if the proper findings and statement of overriding considerations are adopted (CEQA Guidelines Sections 15042 and 15043).
Findings/Statement of Overriding Considerations. For each significant impact of the project identified in the EIR, the lead agency must find, based on substantial evidence, that either: a) the project has been changed to avoid or substantially reduce the magnitude of the impact; b) changes to the project are within another agency’s jurisdiction and such changes have or should be adopted; or c) specific economic, social, or other considerations make the mitigation measures or project alternatives infeasible (CEQA Guidelines Section 15091). If an agency approves a project with unavoidable significant environmental effects, it must prepare a written Statement of Overriding Considerations that sets forth the specific social, economic, or other reasons supporting the agency’s decision.
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Mitigation Monitoring Reporting Program. When the lead agency makes findings on significant effects identified in the EIR, it must adopt a reporting or monitoring program for mitigation measures that were adopted or made conditions of project approval to mitigate significant effects.
Notice of Determination (NOD). The lead agency must file a NOD after deciding to approve a project for which an EIR is prepared (CEQA Guidelines Section 15094). A local agency must file the NOD with the County Clerk. The NOD must be posted for 30 days and sent to anyone previously requesting notice. Posting of the NOD starts a 30-day statute of limitations on CEQA legal challenges (Public Resources Code Section 21167[c]). 263
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Figure 1-1 Environmental Review Process
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2 Project Description
This section describes the proposed project, including the project applicant and lead agency, the project site and surrounding land uses, major project characteristics, project objectives, and discretionary actions needed for approval.
2.1 Project Applicant
City of American Canyon
4381 Broadway Street, Suite 201
American Canyon, California 94503
2.2 Lead Agency Contact Person
Sean Kennings, Planning Consultant
LAK Associates, LLC
P.O. Box 7043
Corte Madera, California 94976
(415) 533-2111
2.3 Project Location
The area proposed for annexation (annexation area) is located in unincorporated Napa County within the Sphere of Influence (SOI) of the City of American Canyon (City). The project’s regional location is shown in Figure 2-1. The annexation site is surrounded by City limits to the east, west, and south. To the east of the annexation site, past the Union Pacific Railroad (UPRR) are existing agricultural uses in unincorporated Napa County, two residential parcels, and the Watson Ranch Specific Plan within American Canyon. Immediately west of the annexation area is Paoli Loop Road and State Route (SR) 29, as well as existing industrial uses. The annexation area is bounded to the south by the UPRR and vacant land and mixed residential/commercial uses further south. North of the annexation areas are existing agricultural uses in unincorporated areas of Napa County (County).
The project location and surrounding jurisdictional boundaries are shown in Figure 2-2.
The annexation area contains 17 assessor parcel numbers (APNs) and a portion of the UPRR right-ofway running approximately northeast by southwest at the eastern boundary of the annexation area.
APNs are listed in Table 2-1. A map showing all parcels is shown in Figure 2-3. 265
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Figure 2-1 Regional Location
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Figure 2-2 Project Site Location
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Table 2-1 Proposed Parcels for Annexation
Parcel ID Accessor Parcel Number Acres Address
A 059-020-036 3.05 N/A
B 057-120-014 2.1 165 Watson Lane
C 057-120-015 2.88 193 Watson Lane
D 057-120-017 5.6 N/A
E 057-120-028 1 225 Watson Lane
F 057-120-034 1.18 157 Watson Lane
G 057-120-036 31.12 4000 Paoli Loop
H 057-120-041 1.72 205 Watson Lane
I 057-120-045 10.4 254 Watson Lane
J 057-120-047 4.58 4400 Paoli Loop
K 057-120-048 2.03 265 Watson Lane
L 057-120-049 2.49 245 Watson Lane
M 057-120-050 5.57 N/A
N 057-120-051 1 260 Watson Lane
O 057-180-014 2.1 165 Watson Lane
P 057-180-015 2.88 193 Watson Lane
Q A portion of the UPRR right-of-way running
approximately northeast by southwest on
the eastern boundary of annexation area
3.3 N/A
Total 83 N/A
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Figure 2-3 Parcel Map
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2.4 Existing Site Characteristics
2.4.1 Current Land Use Designation and Zoning
The annexation area contains a mix of undeveloped land, residential uses, outdoor storage, and UPRR right-of-way within the SOI of the City. Land use designations in the City’s General Plan include Agriculture, Town Center, and Residential Estate, as shown on Figure 2-4.
Most of the land north of Watson Lane and west of the UPRR right-of-way is designated Agriculture with a Special Study overlay. The parcel east of the UPRR right-of-way is designated Town Center.
The land north and south of Watson Lane is designated Residential Estate. The UPRR right-of-way does not have a City General Plan land use designation. In the County General Plan most of the annexation area is designated Industrial, while the area east of the UPRR and UPRR right-of-way are designated Agriculture-Watershed.
Most of the annexation area is not pre-zoned by the City. A small section, east of the UPRR right-ofway is designated Town Center in the City’s General Plan, and pre-zoned Town Center, as is shown on Figure 2-5.
2.4.2 Existing Land Uses
The annexation area is approximately 83 acres. The northern portion is largely undeveloped, except for a farmhouse and accessory outbuildings. The central and southern portion includes 13 residential lots, varying in size from 1 to 10 acres. The residential parcel in the southwest corner has a conditional use permit issued by the County for outdoor storage. All residential lots are served with City potable water. Most of the residential lots lack municipal sewer service. The parcel northeast of the UPRR is a site with outdoor truck and material storage. The UPRR right-of-way in the southeast portion accommodates an active rail use.
2.4.3 Surrounding Land Uses
The annexation area is surrounded by industrial, commercial, residential, or agricultural uses. To the north and east are residential and agricultural lands. To the west are industrial uses beyond SR 29 within the City of American Canyon. Immediately to the south is vacant land, beyond which are residential/commercial uses.
2.5 Project Characteristics
The project would annex the entire 83-acre SOI area into the City of American Canyon, pending amendments to the City’s General Plan and zoning ordinance, and approval from the Napa County Local Agency Formation Commission (LAFCo).
2.5.1 Proposed Land Use Designation and Pre-Zoning
Proposed General Plan Amendment
City General Plan designation for land currently designated Agriculture would be changed to Industrial. The remaining land would not be re-designated, as shown in Figure 2-6. 270
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Figure 2-4 Existing City of American Canyon Land Use Designations 271
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Figure 2-5 Exisiting City of American Canyon Pre-Zoning 272
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Figure 2-6 Proposed City of American Canyon Land Use Designations 273
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Proposed Pre-Zoning
The land designated as Residential Estate would be pre-zoned as such, which would allow residences with a minimum lot size of 1 acre. The land designated as Industrial would be pre-zoned as Paoli Light Industrial, which would be a new zoning designation that accommodates existing and new light manufacturing uses, research and development, offices, or similar uses. The Industrial land west of the North Slough would also be pre-zoned with a Paoli Commercial Overlay District, which would allow commercial and commercially-related uses that capitalize on vehicle access and visibility. Outside the annexation area, the land between SR 29 and Paoli Loop Road currently zoned as Light Industrial would be rezoned as Paoli Light Industrial with a Paoli Commercial Overlay District. No change is proposed to the existing Town Center pre-zoning for the parcel east of the UPRR. The proposed pre-zoning is shown in Figure 2-7. No parcel subdivisions are proposed at this time. Pre-zoning would include the following building design elements that ensure new industrial development is aesthetically pleasing.
19.14.100 Building Design (All Industrial Districts).
A. Achieve high quality development design and existing use compatibility following design features:
a. Architectural treatment of all building elevations.
b. Extensive use of landscape along the primary street frontages and parking lots. c. Enclose storage areas visible from principal highways (including Highway 29) and peripheral residential and commercial districts with decorative screening or other elements.
d. Screen rooftop mechanical equipment with a parapet or roof screen equal in height to the mechanical equipment.
B. Require that industrial areas developed as research and development and office-oriented business parks be designed to convey a unified character by consideration of the following:
a. Interconnect individual buildings with pedestrian walkways, arcades, and/or other visual elements.
b. Differentiate building facades with materials, color, architectural details and building elevation articulation.
c. Incorporate extensive landscape in parking areas, along building frontages, and other public areas.
d. Use consistent and well-designed public and informational signage. e. Installation of elements (or install elements) that define key entry points into the industrial district.
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Figure 2-7 Proposed City of American Canyon Pre-Zoning
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2.5.2 Newell Drive Extension
Newell Drive is a planned roadway in the City of American Canyon General Plan Circulation Element.
The project includes extending Newell Drive across the northern boundary of the annexation area east from SR 29, across the North Slough with a long span, and gently curving southeast toward Watson Lane to the UPRR. The Newell Drive extension would cross the UPRR tracks via an overcrossing and continue southeast to the planned extension of Newell Drive in Watson Ranch, approximately 1 mile southeast of the annexation area. Extending Newell Drive would help relieve SR 29 traffic congestion. The City is also considering an at-grade crossing alternative for the project and the analysis for this alternative can be found in Chapter 6, Alternatives. The Newell Drive extension is shown in relation to the annexation area in Figure 2-8.
2.5.3 Pre-Annexation Agreement
In June 2019, the American Canyon City Council adopted Resolution 2019-44 to execute a First Amended Pre-Annexation Agreement for the annexation area. The resolution notes that the annexation area includes continuous parcels to avoid creating an “island” of unincorporated territory surrounded by the City. The islands being referred to include the UPRR right-of-way in the southeastern section of the annexation area and the area to the east of the UPRR. The resolution includes a clause that mentions dedication of a public right-of-way for the Newell Drive extension, as discussed above. Finally, the resolution grants City Council the right to consider amending the General Plan to change the designation of the northern portion of the annexation area from Industrial to Community Commercial at some time in the future.
2.5.4 Napa County Local Agency Formation Commission
Prior to annexation, Napa County LAFCo must approve the City’s annexation application, which City Council directed City staff to prepare in September 2017. Napa County LAFCo requires preparation of California Environmental Quality Act (CEQA) documentation prior to annexation and identifies five additional issue areas of local interest to address in the CEQA documentation. Those include cumulative and regional impacts, impacts to public services, conversion of prime agricultural lands, consistency with general and specific plans, and availability of affordable housing.
Cortese-Knox Hertzberg Local Government Reorganization Act The Cortese-Knox Hertzberg Local Government Reorganization Act is the most significant reform to local government reorganization law since the 1963 statute that created a LAFCo in each county.
The law established procedures for local government changes of organization, including city incorporation, annexation to a city or special district, and consolidation of cities or special districts (California Government Code Section 56000, et seq.). LAFCo’s have numerous powers under the Act, but those of prime concern are the power to act on local agency boundary changes and to adopt spheres of influence for local agencies. The law also states that to update an SOI, LAFCo’s are required to first conduct a review of the municipal services provided in the county. 276
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Figure 2-8 Proposed Newell Drive Alignment
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While LAFCo does not have any direct land use authority, the Act assigns LAFCo’s a significant role in planning issues by requiring them to consider a wide range of land use and growth factors when they consider proposals. California Government Code Section 56001 specifically states that “the logical formation and determination of local agency boundaries is an important factor in promoting orderly development and in balancing that development with sometimes competing State interests of discouraging urban sprawl, preserving open space and prime agricultural lands, [and] efficiently extending government services.”
The Act also requires LAFCo’s to update SOIs for every city and special district every 5 years. The original deadline was January 2006, 5 years following the CHK Act becoming State law. That deadline was extended 2 years to January 2008. Every SOI update must be accompanied by an update of the municipal services review (MSR). Pursuant to Government Code Section 56430, Napa LAFCo conducts MSRs for each agency under LAFCo jurisdiction. The MSRs provide an in-depth look at provider service needs, use of resources, and possibilities for partnership with other agencies; and contain determinations that serve as guidelines to inform and support the LAFCo’s decisions about SOIs. The most recent MSR for the City of American Canyon was approved by LAFCo on December 3, 2018.
2.5.5 Utilities
The annexation site is within the City’s sewer and water service area. However, most of the annexation site is not currently serviced by existing infrastructure. New development on the project site would be connected to City sewer and water services.
Under the Cortese-Knox Hertzberg Local Government Reorganization Act, Napa County LAFCo is required to conduct a comprehensive study of services within their scope. Napa County LAFCo conducted a Countywide Water and Wastewater Municipal Services Review (MSR), approved in November 2020 (Napa County LAFCo 2020). The MSR evaluated water and wastewater services within the City, including the SOI. The City purchases water from the State Water Project and City of Vallejo and is considered adequate to meet the City’s current needs and projected needs through 2040 depending on dry water year conditions. The City’s water treatment plant has sufficient capacity to accommodate current and projected demand (Napa County LAFCo 2020).
2.5.6 Agricultural Land
The northern section of the annexation site is currently designated by the American Canyon General Plan as “Agriculture.” The project would redesignate this property as “Industrial.” Prior to annexation Napa County LAFCo requires the environmental review consider the annexation’s impact on agricultural land. Napa County LAFCo defines prime agricultural land as an area of land, whether a single parcel or contiguous parcels, that has not been developed for a use other than an agricultural use and that meets any of the following qualifications:
Land that qualifies, if irrigated, for rating as class I or class II in the USDA Natural Resources Conservation Service land use capability classification, whether or not land is actually irrigated, provided that irrigation is feasible.
Land that qualifies for rating 80 through 100 Storie Index Rating. Land that supports livestock used for the production of food and fiber and that has an annual carrying capacity equivalent to at least one animal unit per acre as defined by the United States Department of Agriculture in the National Range and Pasture Handbook, Revision 1, December 2003.
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Land planted with fruit or nut-bearing trees, vines, bushes, or crops that have a nonbearing period of less than five years and that will return during the commercial bearing period on an annual basis from the production of unprocessed agricultural plant production not less than four hundred dollars ($400) per acre.
Land that has returned from the production of unprocessed agricultural plant products an annual gross value of not less than four hundred dollars ($400) per acre for three of the previous five calendar years.
2.5.7 Project Buildout
The annexation area would ultimately be developed for commercial, industrial, and visitorserving/hotel use. For purposes of analysis in this EIR, it is conservatively assumed that 80 percent of parcels pre-zoned for Paoli Light Industrial, Paoli Light Industrial with Paoli Commercial Overlay, and Town Center would be developed for commercial, industrial, and visitor-serving/hotel uses. The remaining 20 percent accounts for building setbacks, right-of-way for construction of the proposed Newell Drive extension, including an overcrossing at the railroad, and a biological resources buffer around North Slough. Parcels pre-zoned for Residential Estate have existing residential uses and the application of the Residential Estate pre-zoning is to acknowledge these existing uses. The application of the Residential Estate pre-zoning would not induce additional residential development beyond existing conditions. Estimated buildout is summarized in Table 2-2. It is estimated that approximately 1,650 employees could be generated, as a result of this buildout.
Table 2-2 Estimated Maximum Buildout
Land Use Area (Square Feet)
Commercial 494,942
Industrial 696,888
Visitor-Serving/Hotel 189,698
2.6 Vine Trail
The project site is located within a proposed segment of the Vine Trail, a countywide bicycle/pedestrian trail planned to ultimately connect the City of Calistoga to the Vallejo Ferry. This proposed segment of the Vine Trail is found in American Canyon’s Circulation Element (City of American Canyon 2018). As envisioned in the General Plan, project applicants would complete segments of the Vine Trail located on the frontage of future development.
2.7 Project Objectives
The objectives of the project are to:
Promote economic growth in American Canyon by attracting new industries.
Promote development that generates net positive tax revenues for the City by generating more in new tax revenues than are consumed by City expenditures on services provided to the development.
Create new employment opportunities for residents of Napa County and the surrounding region.
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Extend Newell Drive, which would augment north-south travel parallel to SR 29.
Improve American Canyon’s jobs-housing ratio by adding new employment opportunities.
Further the goals and policies of the City of American Canyon General Plan by developing land contemplated to support urban development to its highest and best use.
Preserve the most biologically sensitive portions of the project site as open space.
Install circulation improvements along Paoli Loop and Watson Lane that provide efficient ingress and egress to the project while also ensuring these facilities operate at acceptable levels.
Promote public safety by incorporating security measures into the project design.
Mitigate impacts on the environment through implementation of feasible mitigation measures.
2.8 Required Approvals
Prior to annexation approvals by several agencies must occur. Those include:
Napa County LAFCo must approve the City’s annexation application, which would include approval of this Environmental Impact Report.
A Property Tax Sharing Agreement between the City and County. City Council approval of General Plan amendments and pre-zoning. Napa County Airport Land Use Commission advisory review for compatibility with the Napa County Airport Land Use Compatibility Plan.
California Public Utilities Commission approval of the Newell Drive extension overcrossing of the UPPR railroad.
In addition, a Settlement Agreement between Napa County, the Napa County Airport Land Use Commission, and the City of American Canyon was executed on May 3, 2022. The Settlement Agreement provides that the City will not approve any residential use application in Zone D until an amendment to the Airport Land Use Compatibility Plan has been approved or December 31, 2023, whichever occurs first. The Settlement Agreement does not prohibit the City from processing an application for a residential proposal within Zone D. Nonetheless, as described in Section 2.5.7, Project Buildout, the proposed project would not induce additional residential development beyond existing conditions.
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3 Environmental Setting
This section provides a general overview of the environmental setting for the project. More detailed descriptions of the environmental setting for each environmental issue area can be found in Section 4, Environmental Impact Analysis.
3.1 Regional Setting
The City of American Canyon is in southern Napa County, approximately 5 miles south of the City of Napa, 25 miles northeast of the city of San Francisco, and approximately 20 miles north of the City of Oakland. The city is located to the north of San Francisco Bay and San Pablo Bay, east of Napa River and west of the Newell Open Space Preserve and Lynch Canyon Open Space Park. Broadly, the City of American Canyon is bordered by unincorporated Napa County and the Napa County Airport to the north, Sulphur Spring Mountains to the east, Solano County and the City of Vallejo to the south, and a salt marsh and wetland area including the Napa River to the west.
The City encompasses an area of approximately 6.1 square miles. In addition, the City has a sphere of influence (SOI), which represents those areas that may already receive City services and are a visual and logical expansion of the city boundaries. There is currently one area in the SOI that is not within City limits. The City is currently in the process of annexing that area as part of this project.
Primary regional access to the city is provided by Interstate 80 (I-80), approximately 5 miles to the east of the city limits. State Route (SR) 29 provides north-south access while SR 12 and SR 37 provide east-west access to the city. The city is served by a surface street system ranging from multi-lane arterial roadways to narrow two-lane streets. Primary access to the project site is currently provided by SR 29.
The climate of the City of American Canyon is a warm-summer Mediterranean climate, characterized by dry, hot summers and moderately moist, cool winters. The average temperature for the year in the City is 56.4°F (13.6°C). The warmest month, on average, is August with an average temperature of 65.1°F (18.4°C). The coolest month on average is December, with an average temperature of 45.4°F (7.4°C) (Weatherbase 2022). Average annual precipitation in American Canyon is 17.4 inches. Generally, in an average or typical year, most precipitation is received from October through April (Weatherbase 2022).
3.2 Project Site Setting
The area proposed for annexation is 83 acres in unincorporated Napa County within the SOI of the City of American Canyon. The project site is surrounded by City limits to the east, west, and south.
To the east of the project site are existing agricultural uses in unincorporated Napa County, two residential parcels, and the Watson Ranch Specific Plan within American Canyon. Immediately west of the project site is Paoli Loop Road and SR 29, as well as existing industrial uses. The project site is bound to the south by the Union Pacific Railroad (UPRR) and vacant land and mixed residential/commercial uses further south. North of the project site are existing agricultural uses in unincorporated areas of Napa County.
The project site contains a mix of undeveloped land, residential uses, outdoor storage, and UPRR right-of-way within the SOI of the City. The northern portion is largely undeveloped, except for a 281
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farmhouse and accessory outbuildings. The central and southern portion includes 13 residential lots, varying in size from 1 to 10 acres. The residential parcel in the southwest corner has a conditional use permit issued by the County for outdoor storage. Most of the residential lots lack municipal sewer service. The northeast portion to the east of the UPRR is a greenfield site with outdoor truck and material storage. The UPRR right-of-way in the southeast portion is undeveloped.
Land use designations in the City’s General Plan include Agriculture, Town Center, and Residential Estate. In the County General Plan most of the project site is designated as Industrial, while the area east of the UPRR and UPRR right-of-way are designated as Agriculture-Watershed. A small section, east of the UPRR right-of-way is designated Town Center in the City’s General Plan, and pre-zoned Town Center. The rest of the annexation area is not pre-zoned by the City.
3.3 Cumulative Development
In addition to the specific impacts of development facilitated by the project, the California Environmental Quality Act (CEQA) requires an Environmental Impact Report (EIR) to consider potential cumulative impacts of the proposed project. CEQA defines “cumulative impacts” as two or more individual impacts that, when considered together, are substantial or will compound other environmental impacts. Cumulative impacts are the combined changes in the environment that result from the incremental impact of development of the project and other nearby projects. For example, transportation impacts of two nearby projects may be less than significant when analyzed separately but could have a significant impact when analyzed together. Cumulative impact analysis allows the EIR to provide a reasonable forecast of future environmental conditions and can more accurately gauge the effects of a series of projects. This EIR uses a hybrid approach, consisting of a combination of the list-based and projection-based plan-based) approaches, to best identify cumulative impacts. Each approach is summarized below.
The projection approach discloses regional cumulative impacts related to air quality, energy, greenhouse gas (GHG) emissions, population and housing, public services and recreation, transportation, and utilities and service systems. To consider the potential cumulative impacts that are a result of overall growth, the cumulative analysis uses projections for the City of American Canyon. These projections are based on the City’s Transportation Impact Fee, which identifies that in 2040, approximately 3,379 residences and 10,204,000 square feet of non-residential space would be added to the City of American Canyon.
For the list approach, the project and specific cumulative projects in or adjacent to the project were examined for the potential to result in cumulatively significant localized impacts. The cumulative analysis uses this approach to identify localized impacts related to aesthetics, agricultural resources, biological resources, cultural resources, geology and soils, hazards and hazardous materials, hydrology and water quality, land use and planning, noise, tribal cultural resources, and wildfire.
Currently planned and pending projects in American Canyon and Napa County, are listed in Table 3-1. Cumulative impacts for each environmental resource topic are provided at the end of each environmental resource section.
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Table 3-1 Cumulative Projects List
Project Name Project Location Land Use
Distance to
Project Site (miles)
City of American Canyon – Active Construction
Hampton Inn Hotel 3443 Broadway Street Commercial 1.5
Core Tree Care Yard 352 Green Island Road Commercial 0.6 SGD 2017 1075 Commerce Court Industrial 1.2
Oat Hill Multifamily Project Hess Road Residential 0.5
Circle K Gas Station Napa Junction and Lombard Street Commercial 0.5 Napa Cove Apartments Melvin Road Residential 1.2
Green Island Road Widening and
Reconstruction
Green Island Road Roadways 1.3
Donaldson, Gisela and Surrounding Area
Utility Project
Various locations Utilities N/A
City of American Canyon – Project Applications Under Review Watson Ranch Specific Plan Amendment North of Vintage Ranch Residential/ Commercial
0.8 Watson Ranch Lot Line Adjustment Marcus Road Residential/ Commercial
0.8 Napa Junction Solar Farm and RV Parking 5381 Broadway Commercial/ Utilities
0.5 Chicken Guy Restaurant 200 American Canyon Road Commercial 1.8 5555 Broadway Building Preapplication 5555 Broadway Industrial 0.5 Hotel @ The Ruins Southeast Corner Rollings Hills/Rio
Del Mar
Hotel 1.1
Residences at Napa Junction 1000 Reliant Way Residential 0.4 Carwash Preapplication 3885 Broadway Commercial 1.0
Napa Logistics Park Road Improvement
Mitigation Amendment
South of Napa Airport Roadways 1.2
Sunsquare Mixed Use Building 425 Napa Junction Road Residential/ Office
0.5 Giovannoni Logistics Center 300 Green Island Road Commercial/ Industrial
0.6 Element 7 Cannabis Business Permit 1300 Green Island Road Industrial 1.4 Reesan Live, Inc. Cannabis Business
Permit
834 Green Island Road Industrial 1.0
City of American Canyon – Major Building/Grading Permits SDG 217 Warehouse 1075 Commerce Court Industrial 1.2
Napa Cove Improvement Plans 3787 Broadway Residential 1.0 PG&E Regional Center Improvement
Plans
500 Boone Drive Utilities 1.5
Watson Ranch Lot 10 Northeast corner Marcus Road/Rio
Del Mar East
Residential 1.1
Watson Ranch Lot 14/15 Northern Terminus of
Summerwood
Residential 1.1
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Project Name Project Location Land Use
Distance to
Project Site (miles)
Lemos Pointe Northeast corner Marcus Road/Rio
Del Mar East
Residential 1.1
Napa Junction III Building 6B North Bay
Urgent Care
416 Napa Junction Road Commercial 0.4
Fume Commercial Cannabis Will Serve 180 Klamath Court Commercial 0.3 Canyon Estates Northeast Corner Silver
Oak/Newell Drive
Residential 1.3
Copart 1587 and 1660 Green Island Road Commercial/
Office
1.7 Home2Suites 3701 Main Street Hotel 0.9
Circle K and Fuel Station Improvement
Plans
112 Lombard Commercial 0.5
PG&E Regional Center Improvement
Plans
500 Boone Utilities 1.5
Single Family Home Improvement Plans 219 Rio Del Mar Residential 1.1 City of American Canyon – Major City Initiated Projects Watson Ranch Specific Plan Southeast of the project site Specific Plan 0.1 Comprehensive General Plan Update Citywide General Plan N/A 6th Cycle Housing Element Update Citywide Housing
Element
N/A
Napa County
Hess Persson General Plan Amendment 5750 South Kelly Road Industrial Adjacent (north of project site)
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4 Environmental Impact Analysis
This section discusses the possible environmental effects of the Watson Lane Annexation Project (project) for the specific issue areas identified through the scoping process with potential to experience significant effects. A “significant effect” as defined by the CEQA Guidelines Section 15382:
means a substantial, or potentially substantial, adverse change in any of the physical conditions within the area affected by the project including land, air, water, minerals, flora, fauna, ambient noise, and objects of historic or aesthetic significance. An economic or social change by itself shall not be considered a significant effect on the environment. A social or economic change related to a physical change may be considered in determining whether the physical change is significant.
The assessment of each issue area begins with a discussion of the environmental setting related to the issue, which is followed by the impact analysis. In the impact analysis, the first subsection identifies the methodologies used and the “significance thresholds,” which are those criteria adopted by the City and other agencies, universally recognized, or developed specifically for this analysis to determine whether potential effects are significant. The next subsection describes each impact of the project, mitigation measures for significant impacts, and the level of significance after mitigation. Each effect under consideration for an issue area is separately listed in bold text with the discussion of the effect and its significance. Each bolded impact statement also contains a statement of the significance determination for the environmental impact as follows:
Significant and Unavoidable. An impact that cannot be reduced to below the threshold level given reasonably available and feasible mitigation measures. Such an impact requires a Statement of Overriding Considerations to be issued if the project is approved pursuant to CEQA Guidelines Section 15093.
Less than Significant with Mitigation Incorporated. An impact that can be reduced to below the threshold level given reasonably available and feasible mitigation measures. Such an impact requires findings under CEQA Guidelines Section 15091.
Less than Significant. An impact that may be adverse but does not exceed the threshold levels and does not require mitigation measures. However, mitigation measures that could further lessen the environmental effect may be suggested if readily available and easily achievable. No Impact. The project would have no effect on environmental conditions or would reduce existing environmental problems or hazards.
Following each environmental impact discussion is a list of mitigation measures (if required) and the residual effects or level of significance remaining after implementation of the measure(s). In cases where the mitigation measure for an impact could have a significant environmental impact in another issue area, this impact is discussed and evaluated as a secondary impact. The impact analysis concludes with a discussion of cumulative effects, which evaluates the impacts associated with the project in conjunction with other planned and pending developments in the area listed in Section 3, Environmental Setting. The Executive Summary of this EIR summarizes all impacts and mitigation measures that apply to the project.
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In addition, the City is currently updating the General Plan; however, the General Plan Update has not been adopted. As such, this analysis relies on the current General Plan, which includes policies that apply to this project.
Furthermore, the Napa County Local Agency Formation Commission (LAFCo) requires preparation of CEQA documentation prior to annexation. LAFCo may use this EIR to adopt the City’s proposed annexation. In addition, LAFCo identifies five additional issue areas of local interest to address in the CEQA documentation. These include the following:
Cumulative and regional impacts;
Impacts to public services, including but not limited to, water supply and distribution systems; wastewater treatment and sewer collection systems; solid waste disposal capacity and collection; public school districts, fire and police protection; and public facilities, including discussion on the ability of the receiving entities (i.e., water district, sewer district, school district) to provide the services to the proposed boundary change area; Conversion of prime agricultural lands to urban uses and protection/preservation of prime agricultural lands and resources;
Consistency with general and specific plans; and
Availability of affordable housing.
This EIR covers each of these five topics in the following sections. Cumulative and regional impacts are provided at the end of each environmental resource topics.
Impacts to public services and public facilities are addressed in Section 4.14, Public Services and Recreation and Section 4.17, Utilities and Service Systems. Impacts to prime agricultural lands are addressed in Section 4.2, Agricultural Resources. Impacts related to consistency with general plans are addressed in Section 4.11, Land Use and Planning.
The availability of affordable housing is discussed briefly in Section 4.13, Population and Housing. The discussion is brief because the project would not affect affordable housing and because the City’s Housing Element is currently being updated based on the 6th Cycle State requirements for the 2023-2031 planning horizon. The City’s Housing Element will help facilitate the development of housing, including meeting its Regional Housing Needs Allocation of 622 residential units.
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4.1 Aesthetics
This section summarizes existing aesthetics in the City and analyzes the impacts on aesthetics, including impacts to scenic vistas, scenic resources, visual character, visual quality, and light and glare due to the project.
4.1.1 Setting
The City of American Canyon (City) and its Sphere of Influence (SOI) are situated in the central portion of the Coast Mountain Ranges in the southeastern portion of Napa County, between the east bank of the Napa River and the Sulfur Springs Mountains foothills. The primary arterial roadway in the city is State Route (SR) 29, which bisects the city from north to south and serves as the primary commercial corridor. Residential uses are generally located in the southern portion of the city, with commercial and industrial uses located in the northern portion near the Napa County Airport. American Canyon is characterized by a contemporary, low‐rise, suburban appearance, with most development having occurred within the last 40 years. The city is characterized by a rich diversity of visual resources, both natural and human-made, including the rolling foothills to the east, riparian corridors found throughout the area, Oat Hill, Napa River, and the Basalt Plant (City of American Canyon 1994). The project site is located on the northeastern border of American Canyon, adjacent to Paoli Loop Road. This area is flat with views of the scenic Newell Open Space Preserve to the east and southeast.
a. Scenic Resources
Most communities identify scenic resources as important assets that form community identity.
Scenic resources can be natural or man-made features such as trees, rock formations, historic buildings, and public art. The eastern foothills, rising approximately 1 mile east of the project site, contribute significantly to the city’s visual image as they provide a transition between the higher mountain ranges to the east and the low land or floodplains to the west. The foothills also contribute to the rural feel of the community and serve as a backdrop against which much of the city’s existing development is viewed and appreciated. Active vineyards located on portions of the foothills provide a strong linkage with the Napa Valley (City of American Canyon 1994).
Oat Hill is in the western portion of the city between developed land and the Napa River and is approximately 0.75 mile southwest of the project site. The hill is a distinct visual landmark that provides direction and orientation to many residents in the community, particularly those living in residential neighborhoods within proximity to the hill (City of American Canyon 1994).
Although most of the city’s visual resources are natural, the Napa Valley Ruins and Gardens is a notable exception. The Basalt Rock Company started a rock quarrying facility and operations near the Napa River in 1941. Following World War II, the plant built almost 30 miles of pipeline in Napa County. This facility is now the focus of the Watson Ranch Specific Plan neighborhood, and its distinctive architectural features and location is in the process of rejuvenation. The Napa Valley Ruins and Gardens are approximately 0.8 mile south of the project site.
Scenic Vistas and Views
A scenic vista provides views of an aesthetically valued landscape that benefits the public. The term “vista” generally implies an expansive view, usually from an elevated point or open area. This designation may be officially designated or unofficially defined by a set of criteria. The City and its 287
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SOI contain several streams and creeks, including American Canyon Creek, that provide the area with riparian habitats and vegetation. American Canyon Creek runs through the central portion of the city from the higher elevations of the Sulphur Spring Mountains to the Napa River (American Canyon 1994).
Although the Napa River flows outside City limits, the river serves as the primary western edge for American Canyon. In addition to the river’s role as a key boundary, the river itself is another visual resource that enhances the overall beauty of the area. Napa River is clearly visible from the City’s higher elevations, including atop Oat Hill and the eastern foothills and neighborhoods immediately east of the Napa River (City of American Canyon 1994).
Scenic Roadways
California’s Scenic Highway Program designates scenic highways with the intention of protecting these corridors from change that would diminish the aesthetic value of adjacent lands. A highway is designated as an eligible scenic highway when the California Department of Transportation (Caltrans) determines that the roadway corridor qualifies for official status. The status of an officially designated scenic highway changes when the local governing body applies to Caltrans for scenic highway approval, adopts a Corridor Protection Program, and receives notification that the highway has been officially designated (Caltrans 2022). Scenic highways must have an approved Corridor Protection Program and remain in compliance to maintain scenic highway status. According to the Caltrans State Scenic Highway Map and list of eligible and officially designated State Scenic Highways, SR 29 is eligible for designation as a State Scenic Highway but is not officially designated as such (Caltrans 2018). SR 29 is less than 200 feet from the westernmost boundary of the project site.
b. Visual Character
The city is in a transitional area between the Sulphur Springs Mountains and the Napa River. A highquality visual image and environmental character distinguish the area from other cities in the northern San Francisco Bay region. These visual and physical qualities provide a contrast from the urbanized areas to the south. The mountains and river offer potential recreational opportunities for residents and visitors, including hiking, equestrian, water sports, camping, and nature education and observation (City of American Canyon 1994). Residential uses are generally located in the southern portion of American Canyon, with commercial and industrial uses located in the northern portion near the Napa County Airport. The city is characterized by a contemporary, low‐rise, suburban appearance, with most development having occurred within the last 40 years (American Canyon 2016). The project site is characterized by flat, semi-rural parcels with views of rolling hills to the north and east.
Figure 4.1-1 shows the locations of six views from the northern portion of the project site, where future development would be located. Photographs themselves are shown in Figure 4.1-2 through Figure 4.1-7. Figure 4.1-2 shows the views of the hills to the east of the project site, which are visible from the project site, as well as SR 29. Figure 4.1-3 shows the views of the project site to the west, including the Union Pacific Railroad tracks, the structures located on the project site, and the autoshop located adjacent to the project site. 288
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Figure 4.1-1 Viewpoint Locations
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Figure 4.1-2 View looking east from the northeastern corner of the project site Source: Rincon Consultants 2022
Figure 4.1-3 View looking west from the northeastern corner of the project site Source: Rincon Consultants 2022
Figure 4.1-4 and Figure 4.1-5 show a closer view of the structures located on the project site.
Figure 4.1-6 show views from the northwestern corner of the project site, looking north towards the hills. Figure 4.1-7 shows the views from Watson Lane, which is characterized with views of trees and single-story residences. As depicted in Figures 4.1-1 through 4.1-6, the views from the project site are characterized as undeveloped grassland areas. Of note are the views of hills to the east and north of the project site.
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Figure 4.1-4 View looking east from the north central portion of the project site Source: Rincon Consultants 2022
Figure 4.1-5 View of structures located in the north central portion of the project site Source: Rincon Consultants 2022
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Figure 4.1-6 View looking north on Paoli Loop Road on the northwestern corner of the project site
Source: Rincon Consultants 2019
Figure 4.1-7 View looking east on Watson Lane
Source: Rincon Consultants 2022
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c. Light and Glare Conditions
Light and glare from indoor or outdoor uses can reduce visibility of the night sky, create potential hazards to drivers, and be a nuisance to residential areas. The City has typical light conditions found in suburban areas (e.g., roadway lighting, commercial parking lot and building lighting, residential buildings, headlights from motor vehicles). Sources of daytime glare include direct beam sunlight and reflections from windows, architectural coatings, glass, and other shiny reflective surfaces.
Nighttime lighting and glare are produced by both stationary and mobile sources. Stationary sources of nighttime light include structure illumination, decorative landscape lighting, lighted signs, and streetlights. The primary source of mobile nighttime light is motor vehicle headlights. Sources of light and glare in the residential areas include street lighting along roadways, lit building exteriors and signage, and parking lot lighting.
4.1.2 Regulatory Setting
a. Federal Regulations
There are no federal regulations that would be applicable to the project. b. State Regulations
California Scenic Highways Program
The California Scenic Highway Program, established in 1963, identifies and designates certain highways throughout the State which require special conservation treatment in relation to surrounding land use development. Caltrans manages the State Scenic Highway Program and defines a scenic highway as any freeway, highway, road, or other public right-of-way, that traverses an area of exceptional scenic quality. Suitability for designations as a State scenic highway is based on the vividness, intactness, and unity of their view corridors, as described in Caltrans’ Scenic Highway Guidelines (Caltrans 2008):
Vividness is the extent to which the landscape is memorable. This is associated with the distinctiveness, diversity, and contrast of visual elements. A vivid landscape makes an immediate and lasting impression on the viewer.
Intactness is the integrity of visual order in the landscape and the extent to which the natural landscape is free from visual intrusions (e.g., buildings, structures, equipment, grading). Unity is the extent to which development is sensitive to and visually harmonious with the natural landscape.
California Green Building Code
The California Green Building Code, Section 5.106.8, stipulates that new lighting must conform to standards that keep light generated on site from leaving the site by using reflectors, shields, screen walls, and any other method which complies with the Code’s intent to limit light pollution. As noted below in Section 4.1.2(c), Local Regulations, the City of American Canyon has adopted the California Green Building Code in Chapter 16.02 of the Municipal Code. 293
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c. Local Regulations
City of American Canyon General Plan
The City’s current General Plan addresses visual character and quality and scenic resources (City of American Canyon 1994). The Land Use and Natural and Historic/Cultural Resources Elements include the following goals, objectives and policies related to aesthetic resources:
Objective 1.18: Ensure that commercial development be designed to exhibit a high quality of architectural character and emphasize a low scale “village” environment and pedestrian activity.
Objective 1.32: Attain residential, commercial, industrial, and public buildings and sites which convey a high quality visual image and character.
Policy 1.18.1: Require that commercial buildings be designed to convey a high level of design quality, including the following:
Architectural treatment of all façade elevations, including the articulation and modulation of facades to provide visual interest;
Provision of visually and physically transparent building elements (windows, doors, etc.) along the majority of the ground elevation facing street frontages and primary parking areas;
incorporation of arcades, courtyards, and other recesses along the street elevations to provide visual relief and interest;
clear identification of building entrances by design elements (recessed or extended entries, porticoes, and other), signage, and/or landscape; visual differentiation of upper from lower floors;
integration of signage with the architectural character of the structure and limitation on their number and size;
screening and visual integration of rooftop air conditioning, heating, and other mechanical equipment;
extensive use of landscape that provides a three-dimensional character, including elements such as planting beds, raised planters, containers, or window boxes; and provision of clearly defined pedestrian access to parking areas, differentiated by materials, texture, signage, lighting, landscape, and/or other appropriate design elements (the use of painted walkways is unacceptable).
Policy 1.18.2: Require that multi-tenant and large scale commercial development be sited and designed to convey a "village" environment in accordance with the following:
use of multiple building volumes and masses and highly articulated facadesto reduce the visual sense of large scale "boxes" and create a visual fabric of multiple buildings and storefronts;
linkage of individual structures and storefronts by establishing common building "walls" along pedestrian sidewalks, plazas, and other open spaces; siting of a portion of the buildings along the primary street frontage, with parking partially or fully screened by the buildings;
use of roofline and height variations to break up massing and provide visual interest; 294
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use of pedestrian-oriented signage;
design of parking structures to be visually integrated with the commercial buildings and convey the image of occupied space; and
provision of pedestrian and bicycle paths to adjacent districts and neighborhoods.
Policy 1.18.3: Require that the onsite lighting of commercial uses be unobtrusive and designed to ensure that only the intended area is illuminated, offsite glare is minimized, and adequate safety is provided.
Policy 1.18.4: Require that entertainment, drinking establishments, and other uses characterized by high levels of activity provide adequate physical, safety, and operational measures to prevent negative impacts on adjacent properties.
Objective 8.18: Maintain American Canyon’s visual quality and character by preserving significant hillside and aesthetic resources.
Policy 8.18.1: Prohibit development along ridgelines and related significant land forms within the City and (in consultation with the County) the Planning Area:
Site development to prevent disruption of skyline topography as seen from lower lying viewsheds. Points of reference should be based on the following criteria:
preservation of significant public views from areas along major arterial roadways; preservation of significant view sheds from prominent public viewing areas; preservation of significant public views from the Town Center, parks, and other major public open spaces; and
preservation of significant public view corridors to the Eastern Foothills and Coastal Brackish Marsh.
Policy 8.18.2: Require that development in hillside areas comply with the following principles (in addition to Geology Element Policy 9.4.21
):
Density of development shall be reduced as the steepness of slope increases.
When grading is necessary, slope tops and bottoms shall be rounded and a smooth transition made where built and natural slopes intersect contour grading). Highly visible manufactured slope faces shall be varied and made to appear as natural as possible, avoiding flat planed surfaces, long straight embankments and repetitive terracing. The use of state- of-the- art landform grading concepts is encouraged.