Agenda packet — Vallejo City Council, April 9, 2024 (part 1 of 4)

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VALLEJO CITY COUNCIL
REGULAR MEETING – 7:00 PM

COUNCIL CHAMBERS
555 Santa Clara Street, Vallejo, California
APRIL 9, 2024
NOTICE: Members of the Public will be able to participate in-person or remotely via Zoom.

City Hall and the Council Chambers will be open to members of the public 30 minutes prior to the start of the meeting.

PUBLIC COMMENT: Members of the Public may provide public comments during the City Council Meeting in person or via ZOOM
(https://ZoomRegular.Cityofvallejo.net), or via phone, by dialing (669) 900-6833.

For additional instructions on how to speak remotely during public comment, please visit, www.cityofvallejo.net/publiccomment
VIEW THE MEETING:
here are four different ways you can view this public meeting:
• In Person
• Watch Vallejo local channel 28
• Stream from the City website: www.cityofvallejo.net/Streaming • Join the Zoom webinar:https://ZoomRegular.Cityofvallejo.net Vallejo City Council Chambers ADA compliant. Devices for the hearing impaired are available from the City Clerk. Requests for disability related modifications or accommodations, aids or services may be made by a person with a disability to the City Clerk's office no less than 72 hours prior to the meeting as required by Section 202 of the Americans with Disabilities Act of 1990 and the federal rules and regulations adopted in implementation thereof.

1. CALL TO ORDER

2. ROLL CALL

3. PLEDGE OF ALLEGIANCE

4. REPORT OUT OF CLOSED SESSION

5. PRESENTATIONS AND COMMENDATIONS
A. PRESENTATION OF A PROCLAMATION IN RECOGNITION OF CITY

MANAGER MIKE MALONE UPON HIS RETIREMENT
B. PRESENTATION OF A PROCLAMATION RECOGNIZING THE 50TH

ANNIVERSARY OF THE KAPPA BETA OMEGA CHAPTER OF ALPHA
KAPPA ALPHA SORORITY, INC.

C. PRESENTATION OF A PROCLAMATION RECOGNIZING THE MARE

ISLAND TECHNOLOGY ACADEMY'S MOCK TRIAL TEAM

6. FIRST COMMUNITY FORUM
The Community Forum is an opportunity to address the Council on any matter for which another opportunity to speak is not provided on the agenda, and which is within the jurisdiction of the Council to resolve. Any interested members of the public desiring to communicate with the City Council as part of the First Community Forum may do so in person by signing in to the Public Speaker's kiosk located in the back of the Council Chambers or via ZOOM:(https://ZoomRegular.Cityofvallejo.net), Option to join by phone: Dial (669) 900-6833. Enter Meeting ID: 914 0075 0676#. Press * 9 to digitally raise your hand from the phone. Press *6 to unmute/mute. For additional instructions on how to speak remotely during public comment, please visit, www.cityofvallejo.net/publiccomment. In person speakers will be recognized first. When called upon, each speaker should step to the podium, state his/her name for the record. The conduct of the community forum shall be limited to a maximum of fifteen (15) minutes, with each speaker limited to a maximum of three minutes pursuant to Vallejo Municipal Code Section 2.02.300.

7. PUBLIC COMMENT REGARDING CONSENT CALENDAR ITEMS
Members of the public wishing to address the Council on Consent Calendar items may do so in person by signing in to the Public Speaker's kiosk located in the back of the Council Chambers or via ZOOM:(https://ZoomRegular.Cityofvallejo.net), Option to join by phone: Dial (669) 900-6833. Enter Meeting ID: 914 0075 0676#. Press * 9 to digitally raise your hand from the phone. Press *6 to unmute/mute. For additional instructions on how to speak remotely during public comment, please visit, www.cityofvallejo.net/publiccomment. In person speakers will be recognized first. Each speaker is limited to three minutes pursuant to Vallejo Municipal Code Section 2.02.310. Requests for removal of Consent Items received from the public are subject to approval by a majority vote of the Council. Items removed from the Consent Calendar will be heard immediately after approval of the Consent Calendar and Agenda

8. CONSENT CALENDAR AND APPROVAL OF AGENDA
A. APPROVAL OF MINUTES
Recommendation: Approval of minutes for the special meetings of March 18 and 19 and the special and regular meetings of March 26, 2024 Contact: Dawn G. Abrahamson, City Clerk (707) 648-4527
[email protected]
B. WAIVE FULL READING AND AUTHORIZING INTRODUCTIONS AND/OR

Contact: Dawn G. Abrahamson, City Clerk (707) 648-4527
[email protected]
C. ADOPT A RESOLUTION AUTHORIZING SCI CONSULTING GROUP TO PREPARE THE ENGINEER’S REPORTS FOR THE BORDONI RANCH,
CARRIAGE OAKS, GARTHE RANCH, GLEN COVE III, GLEN COVE III 2015,

HUNTER RANCH III, MARINE WORLD/FAIRGROUNDS, MARIN VIEW,

NORTHEAST QUADRANT, SANDPIPER POINT, SOUTH VALLEJO

BUSINESS PARK, AND TOWN AND COUNTRY II-V LANDSCAPE
MAINTENANCE DISTRICTS FOR FISCAL YEAR 2024-25
Recommendation: Adopt a Resolution authorizing SCI Consulting Group to prepare the Engineer’s Reports for the Bordoni Ranch, Carriage Oaks, Garthe Ranch, Glen Cove III, Glen Cove III 2015, Hunter Ranch III, Marine World/Fairgrounds, Marin View, Northeast Quadrant, Sandpiper Point, South Vallejo Business Park, and Town and Country II-V Landscape Maintenance Districts for fiscal year 2024-2025.

Contact: Melissa Tigbao, P.E., Public Works Director (707) 648-4433 [email protected]
D. ADOPT A RESOLUTION AUTHORIZING SCI CONSULTING GROUP TO PREPARE THE ENGINEER’S REPORT FOR THE HIDDENBROOKE
MAINTENANCE DISTRICT FOR FISCAL YEAR 2024-25
Recommendation: Adopt a Resolution authorizing SCI Consulting Group to prepare the Engineer’s Report for the Hiddenbrooke Maintenance District for fiscal year 2024-2025.

Contact: Melissa Tigbao, P.E., Public Works Director (707) 648-4433 [email protected]
E. NOTICE OF INTENT TO AMEND FISCAL YEAR 2023-24 GENERAL FUND

BUDGET TO RECOGNIZE REVENUE FROM UNCLAIMED PROPERTY IN
AN AMOUNT NOT TO EXCEED $104,181.40 (STEP 1)
Recommendation: As the first in a two-step process, provide notice of intent to amend the Fiscal Year 2023-24 General Fund budget to recognize revenue from Unclaimed Property in an amount not to exceed $104,181.40.

Contact: Rekha Nayar, Finance Director (707) 648-4592
[email protected]
F. ADOPT A RESOLUTION AMENDING THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO COMPLETE PHASE B OF THE POLICE HEADQUARTERS' DESIGN (STEP 2)
Recommendation:

Adopt a Resolution amending the fiscal year 2023-24 Capital Improvement Program Budget (Project #PW9818) in the amount of $1,998,200 to complete Phase B of the Police Headquarters' Design (Step 2).

Contact: Melissa Tigbao, Public Works Director (707-648-4433) [email protected]

9. ACTION CALENDAR
NOTICE: Members of the public wishing to address the Council on Action Calendar Items may do so in person by signing in to the Public Speaker's kiosk located in the back of the Council Chambers or via ZOOM (https://ZoomRegular.Cityofvallejo.net), or via phone, by dialing (669) 900-6833. Enter Meeting ID: 914 0075 0676#. Press *9 to digitally raise your hand from the phone. Press *6 to unmute/mute. For additional instructions on how to speak remotely during public comment, please visit, www.cityofvallejo.net/publiccomment. Each speaker is limited to five minutes pursuant to Vallejo Municipal Code Section 2.02.420 or as approved and announced by the Mayor. In person speakers will be recognized first.

A. RECEIVE AN UPDATE AND PROVIDE STAFF DIRECTION ON AMERICAN

RESCUE PLAN ACT (ARPA) EXPENDITURES AND NOTICE OF INTENT (STEP 1) TO MODIFY THE FY 23-24 BUDGET TO REALLOCATE UNSPENT

ARPA FUNDING
Recommendation:

1. Receive a presentation regarding the American Rescue Plan Act and consider staff recommendations on the reallocation of ARPA State and Local Fiscal Recovery Funds

2. Provide notice to amend FY 2023-24 budget related to ARPA State and Local Fiscal Recovery Funds (Step 1)
Contact: Terrance Davis, Assistant City Manager, (707) 648-4577 [email protected]
B. ADOPTION OF A RESOLUTION APPOINTING BEVERLI MARSHALL AS

INTERIM CITY MANAGER, APPROVING AN EMPLOYMENT AGREEMENT

AND AUTHORIZING THE MAYOR TO EXECUTE SAME
Recommendation: Adopt a resolution appointing Beverli Marshall as Interim City Manager, approving an Employment Agreement and authorizing the Mayor to execute same.

Contact: Stephanie Sifuentes, Human Resources Director (707) 649-4852 [email protected]
C. CONSIDERATION OF CONTINUED EXISTENCE OF A STATE OF LOCAL

EMERGENCY RELATING TO PUBLIC SAFETY STAFFING AND UPDATE

ON ACTIONS TAKEN TO DATE
Recommendation: Receive the update and confirm the continued existance of the conditions leading to the declaration of a state of local emergency.

Contact: Jason Ta, Interim Chief of Police (707) 648-4540 [email protected]

10. INFORMATION CALENDAR
A. SPECIAL EVENT PLANNING PROCESS AND VENDOR UPDATE
Recommendation: This item is for informational purposes only. There is no staff report or action associated with this item
Contact: Mike Malone, CIty Manager (707) 648-4576
[email protected]

11. CITY MANAGER’S REPORT

12. CITY ATTORNEY’S REPORT

13. COMMUNITY FORUM
Any interested members of the public desiring to communicate with the City Council as part of the last Community Forum may do so in person by signing in to the Public Speaker's kiosk located in the back of the Council Chambers or via ZOOM:(https://ZoomRegular.Cityofvallejo.net), Option to join by phone: Dial (669) 900-6833. Enter Meeting ID: 914 0075 0676#. Press * 9 to digitally raise your hand from the phone. For additional instructions on how to speak remotely during public comment, please visit, www.cityofvallejo.net/publiccomment. In person speakers will be recognized first.

14. REPORT OF THE PRESIDING OFFICER AND MEMBERS OF THE CITY COUNCIL

15. ADJOURNMENT
___________________________________________________________________________________________

ADDITIONAL CITY INFORMATION
Members of the public can:

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Sign up to receive City Communications via e-mail (www.cityofvallejo.net/subscribe) Sign up for emergency alerts at: alertsolano.com
Dated: Wednesday, April 3, 2024 Robert H. McConnell, Mayor I, Dawn Abrahamson, City Clerk do hereby certify that I have caused a true copy of the above notice and agenda to be delivered to each of the members of the Vallejo City Council, at the time and in the manner prescribed by law and that this agenda was posted at City Hall, 555 Santa Clara Street, CA at 9:00 a.m., Wednesday, April 3, 2024.

Dated: Wednesday, April 3, 2024 Dawn G. Abrahamson, City Clerk

PROCLAMATION

HONORING THE CAREER AND SERVICE OF MICHAEL MALONE ON HIS RETIREMENT WHEREAS, after a distinguished career in many public service roles exemplified by excellence, professionalism, and grace, Vallejo City Manager Mike Malone, retires on April 18, 2024. During his tenure at the City of Vallejo he achieved many goals resulting in the betterment of the Vallejo community and improvement to the organization; and WHEREAS, Mike was born in Arkansas, the son and grandson of sharecroppers, who,seeking better opportunities, moved the family to Rockford, Illinois, where Mike grew up. He served in the United States Navy for six years, earned a Bachelor of Arts degree in Management from St. Mary’s College, raised a family of three children, Jason, Nicole, and Brianna with Denise, his wonderful wife of over 40 years, and now enjoys the role of engaged grandfather to six grandchildren; and WHEREAS, in addition to his seven years with the City of Vallejo, Mike’s professional career includes two decades at San Jose Water Company in frontline, supervisory, and management roles, and eleven years at the City of Sacramento Department of Utilities, managing city drinking water, wastewater, stormwater, and flood control operations; and WHEREAS, on April 17, 2017, Mike was hired by the City of Vallejo as the Water Utilities Director to lead the newly established Water Department to address the high-stakes challenges of infrastructure, financial stability, water rights, water policies, operations, maintenance, engineering, water quality, and staffing to ensure the long-term viability of Vallejo’s water system; and as Water Utilities Director he counts as his successes a transparent and data-driven water rates update process, and the issuance of a critical water revenue bond in the amount of $52 million to address aging infrastructure and system upgrades.

The bond is funding watermain replacements, treatment plant upgrades, the water meter replacement and upgrade program, the replacement of the integral Skyview 6-million-gallon tank, and installation of backup electrical power to the City’s sourcewater pumping facility; and WHEREAS, Mike demonstrated a deep commitment to the community by creating a Water internship program for Vallejo youth and partnering with the Housing Department to establish the annual Adopt A Family Program; he established Water’s Mission, Vision, Values, and Strategic Goals, thereby strengthening the City’s ability to support economic development and deliver its public health responsibility to provide safe and reliable drinking water to the community; and WHEREAS, on October 8, 2021, the City Council appointed Mike Interim City Manager whereupon he led the organization through the persistent pandemic and times of continued rapid change; on April 18, 2022, he was appointed permanent City Manager and was honored to be the City’s first African American City Manager; and WHEREAS, Mike inherited complex, long-standing, costly, and high-stakes challenges all with the backdrop of pandemic-driven destabilization. Through Mike’s leadership, he and the City team succeeded in establishing a path forward on a new Public Safety building; oversaw the strategic use of the American Rescue Plan Act funds; provided vision and leadership for Measure P; helped Council set policy and establish programs to help the under-served and protect Vallejo’s most vulnerable in our Extreme Weather Centers; helped address digital inequity in Vallejo by supporting broadband here and in the region; boosted Vallejo’s active and impactful presence in the Solano County region by engaging with civic leaders including the Travis Regional Resiliency project which affirmed Vallejo’s key role in the west coast’s contribution to national security as the sole drinking water provider to the Base; supported the hiring of the City’s first Cyber Security Information Systems Officer to combat and mitigate cyber threats against the City's digital infrastructure; drove forward the Project Labor Agreement to support regional employment goals and tackle infrastructure projects; elevated community engagement through the new Citizen’s Academy, consistent City staff presence at Farmer’s Markets and community events, and the establishment of regular town hall meetings; and
WHEREAS, Mike has been consistently described by City staff and members of the community as a good listener, consensusbuilder, champion of staff development; a responsive, accessible, trustworthy, and supportive leader, and manager who is fair, open-minded, and tenacious in adherence to his values, and truly dedicated to the ethics and positive outcomes of public service; all of which resulted in his relationships fostering trust and confidence with city staff and community members to keep delivering positive results for Vallejo for years to come.

NOW, THEREFORE, BE IT PROCLAIMED, that I, Robert H. McConnell, Mayor, and the Vallejo City Council, do hereby thank Michael Malone for his years of exemplary service to the residents and businesses of Vallejo. The City of Vallejo wishes Mike and his beautiful family all the best in a joyful and well-earned retirement.

Dated: April 9, 2024
__________________________________
ROBERT H. McCONNELL, MAYOR
Vice Mayor Mina Loera-Diaz, District 3
Council Member Tina Arriola, District 6
Council Member Peter Bregenzer, District 5
Council Member Diosdado “JR” Matulac, District 2
Council Member Charles Palmares, District 4
Council Member Rozzana Verder-Aliga, EdD, District 1

Special City Council Meeting Minutes
March 18, 2024
Page | 1

VALLEJO CITY COUNCIL

SPECIAL MEETING MINUTES

FILIPINO COMMUNITY CENTER
611 Amador Street, Vallejo
MARCH 18, 2024

1. CALL TO ORDER & WELCOME BY THE MAYOR
The meeting was called to order at 9:09 a.m.

2. ROLL CALL

Present: Mayor McConnell, Vice Mayor Loera-Diaz, Councilmembers Arriola, Bregenzer, Matulac, Palmares, and Verder-Aliga

Absent: None
Staff present: City Manager Malone, City Attorney Nebb and City Clerk Abrahamson

3. PUBLIC COMMENT REGARDING COUNCIL/SENIOR STAFF TEAM BUILDING WORKSHOP – None.

4. AGENDA REVIEW
City Manager Malone provided introductory comments.

Facilitator Jan Perkins reviewed the workshop agenda, objectives, and ground rules.

5. TEAM BUILDING WORKSHOP
Facilitator Perkins lead the Council and Department Heads through a visioning exercise and teamwork practical exercises.

The meeting recessed at Noon and reconvened at 12:50 p.m.

Prior to concluding the workshop, the Council and Department Heads identified and discussed challenges and fundamental service delivery issues.

6. WRAP UP
Facilitator Perkins led the Council and Department Heads through a discussion reflecting on what it takes to get to success not only with retaining the existing goals and priorities from last year but also with basic services delivered by the City.

7. ADJOURNMENT
The meeting adjourned at approximately 2:30 p.m.
________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST:
________________________________
DAWN G. ABRAHAMSON

CITY CLERK
Special City Council Meeting Minutes
March 19, 2024
Page | 1

VALLEJO CITY COUNCIL

SPECIAL MEETING MINUTES
MARCH 19, 2024

COUNCIL CHAMBERS
555 Santa Clara Street, Vallejo, California

1. CALL TO ORDER
The meeting was called to order at 5:00 p.m.

2. ROLL CALL

Present: Mayor McConnell, Vice Mayor Loera-Diaz, Councilmembers Arriola, Bregenzer, Matulac, Palmares, and Verder-Aliga

Absent: None
Staff present: City Manager Malone, City Attorney Nebb, City Clerk Abrahamson, Chief Assistant City Attorney Risner, Water Director Schoenberger, Water Resources Manager Cansdale, Human Resources Director Sifuentes, and Joe Gorton (Consultant) The City Council convened into Closed Session in the Council Conference Room at 5:02 p.m.

3. CLOSED SESSION
A. Public Employment
Title: City Manager
Pursuant to Government Code Section 54957
B. Conference with Legal Counsel - Anticipated Litigation Initiation of Litigation Pursuant to Government Code Section 54956.9(d)(4): Two Cases

4. ADJOURNMENT
The meeting adjourned at 6:57 p.m.
________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST:
_________________________________
DAWN G. ABRAHAMSON, CITY CLERK
Special City Council Meeting Minutes
March 19, 2024
Page | 1

VALLEJO

VALLEJO CITY COUNCIL

SPECIAL MEETING MINUTES
MARCH 19, 2024

COUNCIL CHAMBERS
555 Santa Clara Street, Vallejo, California

1. CALL TO ORDER
The meeting was called to order at 7:03 p.m.

2. ROLL CALL

Present: Mayor McConnell, Vice Mayor Loera-Diaz, Councilmembers Arriola, Bregenzer, Matulac, Palmares, and Verder-Aliga

Absent: None
Staff present: City Manager Malone, City Attorney Nebb and City Clerk Abrahamson

3. PLEDGE OF ALLEGIANCE

4. REPORT OUT OF CLOSED SESSION
City Attorney Nebb reported Council gave staff direction with respect to Closed Session Items A and B. No other action was taken.

5. PUBLIC COMMENT REGARDING CONSENT CALENDAR ITEMS
Speakers: Phillip Balbuena, Maria F., Hadassah Thomas, Willie Austin, and Anne Carr.

6. CONSENT CALENDAR
Action: moved by Mayor McConnell and carried unanimously to adopt the Consent Calendar.

A. AUTHORIZE THE MAYOR TO SIGN A LETTER EXPRESSING THE CITY OF

VALLEJO'S SUPPORT TO REQUEST FUNDING FOR THE COMMUNITY

ACTION PARTNERSHIP OF SOLANO COUNTY, JOINT POWERS

AUTHORITY
Recommendation: Authorize the Mayor to sign a letter to Assemblymember Lori Wilson on behalf of the City of Vallejo, expressing the City’s support to request funding for the Community Action Partnership of Solano County, Joint Powers Authority (CAP Solano, JPA).

Contact: Erik Rzomp, Executive Assistant to Mayor McConnell (707) 648-4377 [email protected]
Action: authorized the Mayor to sign a letter to Assemblymember Lori Wilson on behalf of the City of Vallejo, expressing the City’s support to request funding for the Community Action Partnership of Solano County, Joint Powers Authority (CAP Solano, JPA).

7. ACTION CALENDAR
Special City Council Meeting Minutes
March 19, 2024
Page | 2

8. ADJOURNMENT
The meeting adjourned at 7:58 p.m.
________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST:
_________________________________
DAWN G. ABRAHAMSON, CITY CLERK
Special City Council Meeting Minutes
March 26, 2024
Page | 1

VALLEJO CITY COUNCIL

SPECIAL MEETING MINUTES
MARCH 26, 2024

COUNCIL CHAMBERS
555 Santa Clara Street, Vallejo, California

1. CALL TO ORDER
The meeting was called to order at 4:30 p.m.

2. ROLL CALL

Present: Mayor McConnell, Vice Mayor Loera-Diaz (arrived at 4:33 p.m.), Councilmembers Arriola, Bregenzer, Matulac, Palmares (arrived at 4:31 p.m.), and Verder-Aliga

Absent: None
Staff present: City Manager Malone, City Attorney Nebb, City Clerk Abrahamson, Chief Assistant City Attorney Risner, Assistant City Managers Davis and Haen, Human Resources Director Sifuentes, and Assistant City Attorney Knight The Council convened into Closed Session in the Council Conference Room at 4:32 p.m.

3. CLOSED SESSION
A. Public Employment Pursuant to Government Code Section 54957(b) Title: Interim City Manager
B. Conference with Labor Negotiators Pursuant to Government Code Section 54957.6
Agency Designated Representatives: Stephanie Sifuentes, Human Resources Director
Employee Organizations: Confidential, Administrative, Managerial & Professional (CAMP) and International Brotherhood of Electrical Workers (IBEW), Local 1245 C. Conference with Legal Counsel - Existing Litigation Pursuant to California Government Code section 54956.9(d)(1):

Belcher Harrison, et al. v. City of Vallejo, Napa County Superior Court, Case No. 23CV000984;
Daniels v. City of Vallejo, Solano County Superior Court, Case No. CU23-05085; Cabrera v. Red Roof Inn & Suites, et al., Solano County Superior Court, Case No. CU23-04432;
Cervantes v. City of Vallejo, et al., Solano County Superior Court, Case No.

FCS059638;
Charpentier v. City of Vallejo, Solano County Superior Court, Case No.

FCS058765;
Edwards v. City of Vallejo, Solano County Superior Court, Case No. CU24- 00808;
Goolsby v. City of Vallejo, et al., Solano County Superior Court, Case No.

FCS056620;
Special City Council Meeting Minutes
March 26, 2024
Page | 2
Harris et al. v. Rohde, et al., Solano County Superior Court, Case No. CU23- 04924;
Hundal Foods, Inc. v. Chiang, et al., Solano County Superior Court, Case No.

CU23-00311;
Informed California Foundation, Inc. v. City of Vallejo, Solano County Superior Court, Case No. FCS057109;
Kennedy v. Taylor, et al., Solano County Superior Court, Case No. CU23-1125; Leitzke v. City of Vallejo, Solano County Superior Court, Case No. CU23-02170; Matzke et al. v. City of Vallejo, et al., Solano County Superior Court, Case No.

FCS056066;
McCoy, et al. v. City of Vallejo, et al., Eastern District of California, Case No. 2:19-cv-001191-JAM-CKD;
McMahon v. Whitney, et al., Eastern District of California, Case No. 2:23-cv01972-KJM-JDP; Monterrosa, et al. v. City of Vallejo, et al., United States District Court, Eastern District of California, Case No. 2:20-cv-01563-TLN-DB;
Raudelunas v. City of Vallejo, et al., Eastern District of California, Case No. 2:21- cv-00394-DAD-JDP;
Rhodes et al. v. State of California Department of Transportation, et al., Sacramento County Superior Court, Case No. 23CV00013J;
Robinson v. City of Vallejo, et al., Solano County Superior Court, Case No.

FCS058403;
Root v. City of Vallejo, et al., Solano County Superior Court, Case No.

FCS057746;
Tomerlin v. Mesa, Eastern District of California, Case No. 2:23-cv-01755-DCJKJN; Trujillo-Lopez v. City of Vallejo, Northern District of California, Case No. 4:20-c02139-JSW; Vaughn v. Solano County, et al., Solano County Superior Court, Case No.

FCS056104;
Waterman v. City of Vallejo, et al., Solano County Superior Court, Case No.

CU23-03727;
Whitney v. City of Vallejo, et al., Solano County Superior Court, Case No.

FCS055842;
Williams, et al. v. Thompson, et al., Solano County Superior Court, Case No.

CU24-00298.

4. ADJOURNMENT
The meeting adjourned at 4:32 p.m.
________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST:

Special City Council Meeting Minutes
March 26, 2024
Page | 3
_________________________________
DAWN G. ABRAHAMSON, CITY CLERK
Regular City Council Meeting Minutes
March 26, 2024
Page | 1

VALLEJO CITY COUNCIL

REGULAR MEETING MINUTES
MARCH 26, 2024

COUNCIL CHAMBERS
555 Santa Clara Street, Vallejo, California

1. CALL TO ORDER
The meeting was called to order at 7:13 p.m.

2. ROLL CALL

Present: Mayor McConnell, Vice Mayor Loera-Diaz, Councilmembers Arriola, Bregenzer, Matulac, Palmares, and Verder-Aliga

Absent: None
Staff present: City Manager Malone, City Attorney Nebb and City Clerk Abrahamson

3. PLEDGE OF ALLEGIANCE

4. REPORT OUT OF CLOSED SESSION
City Attorney Nebb reported Council provided direction to staff on Closed Session items 3A, direction to its negotiators on Item 3B, and direction to legal counsel on item 3C.

There was no other action to report.

5. PRESENTATIONS AND COMMENDATIONS
Action: Pelton Stewart and Victoria Barksdale introduced the Sister City Association Officers, Councilmember Bregenzer read and presented the proclamation for Item 5B and Dion Carter provided an overview of Advance Peace Vallejo, a public health approach to reducing cyclical and retaliatory gun violence.

A. INTRODUCTION OF SISTER CITY ASSOCIATION OFFICERS
B. PRESENTATION OF A PROCLAMATION IN RECOGNITION OF RED CROSS MONTH
C. PRESENTATION AND UPDATE FROM ADVANCE PEACE

6. FIRST COMMUNITY FORUM
Speakers: Daun Lewis, Lillie Hurd, Sydney Allen, Daniel Boone, Tahraleigh Martin, and Kunette Parker

7. PUBLIC COMMENT REGARDING CONSENT CALENDAR ITEMS
Speakers: Belinda Seidemann (Item 8H).

8. CONSENT CALENDAR AND APPROVAL OF AGENDA
Action: moved by Vice Mayor Loera-Diaz and carried unanimously, unless otherwise noted, approval of the Agenda and the Consent Calendar with the removal of Item 8I from the Agenda.

A. APPROVAL OF MINUTES
Regular City Council Meeting Minutes
March 26, 2024
Page | 2
Recommendation: Approve minutes for the special meetings of March 6 and 8 and the special and regular meetings of March 12, 2024
Contact: Dawn G. Abrahamson, City Clerk, MMC (707) 648-4527 [email protected]
Action: approved minutes.

B. WAIVE FULL READING AND AUTHORIZING INTRODUCTIONS AND/OR

ADOPTION OF ORDINANCES BY TITLE ONLY
Recommendation: Waive reading and authorize introductions and/or adoption of any and all ordinances on this agenda, if any, by title only. This is a standard procedural action so the City Council does not have to read an ordinance in its entirety
Contact: Dawn G. Abrahamson, MMC, City Clerk (707) 648-4527 [email protected]
Action: Waived reading and authorized introductions and/or adoption of any and all ordinances on this agenda, if any, by title only. This is a standard procedural action so the City Council does not have to read an ordinance in its entirety
C. PAYMENT OF CLAIMS: JANUARY 2024
Recommendation: Ratify the payment of claims for the period of January 1, 2024, through January 31, 2024.

Contact: Rekha Nayar, Finance Director (707) 648-4592
[email protected]
Action: ratified the payment of claims for the period of January 1, 2024, through January 31, 2024.

D. ADOPT A RESOLUTION APPROVING THE LIST OF ROAD MAINTENANCE AND REHABILITATION PROJECTS TO BE FUNDED BY SB1 IN FISCAL YEAR 2024-25 AND FINDING THE ACTION EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15301(c) OF THE CEQA GUIDELINES - EXISTING FACILITIES Recommendation: Adopt a Resolution approving the list of road maintenance and rehabilitation projects to be funded by SB1 in fiscal year 2024-25 and finding the action exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301(c) of the CEQA Guidelines - Existing Facilities.

Contact: Melissa Tigbao, P.E. Public Works Director (707) 648-4433 [email protected]
Action: adopted Resolution No. 24-035 N.C.

E. ADOPT A RESOLUTION AUTHORIZING THE CITY MANAGER TO

PURCHASE CITY VEHICLES AND EQUIPMENT FUNDED FOR

REPLACEMENT
Recommendation: Adopt a Resolution authorizing the City Manager to purchase fleet units funded for replacement from specified vendors.

Contact: Melissa Tigbao, P.E., Public Works Director (707) 648-4433 [email protected]
Action: adopted Resolution No. 24-036 N.C.

Regular City Council Meeting Minutes
March 26, 2024
Page | 3
F. ACCEPT THE MINI DRIVE PAVING PROJECT PERFORMED BY
CONSOLIDATED ENGINEERING, INC. AS COMPLETE, AND AUTHORIZE

THE CITY CLERK TO FILE A NOTICE OF COMPLETION WITH THE

SOLANO COUNTY RECORDER'S OFFICE
Recommendation: Accept the Mini Drive Paving Project performed by Consolidated Engineering, Inc., as complete, and authorize the City Clerk to file a Notice of Completion with the Solano County Recorder’s Office.

Contact: Melissa Tigbao, P.E., Public Works Director, (707) 648-4433 [email protected]
Action: accepted the Mini Drive Paving Project performed by Consolidated Engineering, Inc., as complete, and authorized the City Clerk to file a Notice of Completion with the Solano County Recorder’s Office.

G. ADOPT RESOLUTION AMENDING THE FISCAL YEAR 2023/2024 OFFICE OF TRAFFIC SAFETY FUND#146 BUDGET TO RECOGNIZE REVENUE IN THE AMOUNT OF $125,000 AND APPROPRIATE EXPENDITURES
Recommendation: Adopt a Resolution to amend the Fiscal Year 2023-24 Office of Traffic Safety Fund #146 budget to recognize revenue and appropriate expenditures in the amount of $125,000.

Contact: Jason Ta, Interim Chief of Police (707) 648-4540 [email protected]
Action: adopted Resolution No. 24-037 N.C.

H. ADOPT A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

VALLEJO APPROVING A PROFESSIONAL SERVICES AGREEMENT WITH DAUPLER, INC. FOR DAYTIME AND AFTER-HOURS CALL ANSWERING

SERVICES FOR THE WATER AND PUBLIC WORKS DEPARTMENTS FOR A NOT-TO-EXCEED AMOUNT OF $350,000 THROUGH JUNE 30, 2024, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE THE SAME AND
AUTHORIZING THE PAYMENT OF UNPAID INVOICES FROM FY2021-2022 Recommendation:

Adopt a resolution authorizing the City Manager to execute an agreement with Daupler for daytime and after-hour call services for the Public Works Department and the Water Department for a new not-to-exceed amount of $350,000 and authorizing retroactive payments from Fiscal Year 2021-22.

Contact: Beth Schoenberger, Water Director
[email protected]
Melissa Tigbao, Public Works Director
[email protected]
Action: adopted Resolution No. 24-038 N.C.

I. ADOPT A RESOLUTION APPROVING THE SECOND AMENDMENT TO THE

GRANT AGREEMENT BETWEEN CITY OF VALLEJO AND SUTTER

SOLANO MEDICAL CENTER, TO PROVIDE ADDITIONAL FUNDING FOR

THE BROADWAY PROJECT, AUTHORIZING THE CITY MANAGER TO

EXECUTE SAME AND PROVIDING NOTICE OF INTENT TO AMEND THE FISCAL YEAR 2023-2024 BUDGET
Recommendation: Adopt a resolution approving the second amendment to the Grant Agreement between City of Vallejo and Sutter Medical center, authorizing Regular City Council Meeting Minutes
March 26, 2024
Page | 4
the City Manager to execute same and providing notice of intent to amend the fiscal year 2023-2024 budget relating to same.

Contact: Gillian Haen, Assistant City Manager (707) 648-4163 [email protected]
Action: removed from the Agenda.

J. AUTHORIZE THE MAYOR TO SIGN A LETTER OF SUPPORT ON BEHALF OF THE VALLEJO CITY COUNCIL SUPPORTING SB 1379 ALLOWING RETIRED ANNUITANTS TO EXCEED THE 960 HOUR WORK LIMIT
Recommendation: Authorize the Mayor to sign a letter to State Senator Bill Dodd on behalf of the Vallejo City Council, expressing support for SB 1379 allowing retired annuitants to exceed the 960 hour work limit.

Contact: Mike Malone, City Manager (707) 648-4576
[email protected]
Action: authorized the Mayor to sign a letter to State Senator Bill Dodd on behalf of the Vallejo City Council, expressing support for SB 1379 allowing retired annuitants to exceed the 960 hour work limit.

K. AUTHORIZE THE MAYOR TO SIGN A LETTER OF SUPPORT ON BEHALF

OF THE VALLEJO CITY COUNCIL IN SUPPORT OF THE MARE ISLAND SEWER REHABILITATION PROJECT TO BE SUBMITTED TO U.S.

SENATOR PADILLA FOR FISCAL YEAR 2025 COMMUNITY PROJECT

FUNDING CONSIDERATION
Recommendation: Authorize the Mayor to sign a letter to US Senator Alex Padilla on behalf of the Vallejo City Council, expressing support for Mare Island Sewer Rehabilitation Project.

Contact: Erik Rzomp (707) 648-4377
[email protected]
Action: authorized the Mayor to sign a letter to US Senator Alex Padilla on behalf of the Vallejo City Council, expressing support for Mare Island Sewer Rehabilitation Project.

9. ACTION CALENDAR
A. RECEIVE AN UPDATE ON THE DESIGN OF A NEW POLICE
HEADQUARTERS FACILITY TO BE LOCATED AT 111 AMADOR AND
NOTICE OF INTENT (STEP 1 OF 2) TO AMEND THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO

COMPLETE PHASE B OF THE POLICE HEADQUARTERS DESIGN
Recommendation:

1. Receive an update on Vallejo Police headquarters feasibility analysis and provide staff with additional direction; and

2. Give notice to amend FY 2023-24 Capital Improvement Program Budget (project #PW9818) in the amount of $1,998,200 to advance the design of the new police station and utilize Measure P funding.

Contact: Melissa Tigbao, Public Works Director (707-648-4433) Regular City Council Meeting Minutes
March 26, 2024
Page | 5
[email protected]
Mayor McConnell left the dais and Council Chamber due to the proximity of the police headquarters which creates a conflict of interest.

Vice Mayor Loera-Diaz resumed presiding over the meeting.

City Manager Malone provided introductory comments.

Assistant City Manager Davis provided background information,.

Bruce Playle (Indigo I Hammond & Playle) discussed the design concept, construction phasing, commitment to the project, shared site and floor plan schematic drawings, outlined the construction cost, shared the design concept.

Assistant City Manager Davis concluded the presentation by identifying project challenges and outlined next steps.

Staff responded to questions from Councilmembers.

Speakers: AJ.

Another question and answer period followed. Councilmembers provided comment.

Action: moved by Councilmember Verder-Aliga and carried unanimously to receive an update on Vallejo Police headquarters feasibility analysis and provide staff with additional direction; and and give notice to amend FY 2023-24 Capital Improvement Program Budget (project #PW9818) in the amount of $1,998,200 to advance the design of the new police station and utilize Measure P funding (Abstain Due to Conflict of Interest: McConnell).

Mayor McConnell resumed his seat at the dais.

B. PRESENTATION AND DIRECTION TO STAFF RELATING TO MARE ISLAND COMMUNITY FACILITIES DISTRICT 2002-1
Recommendation:

Consider and provide direction to staff relating to the Mare Island Community Facilities District (CFD) 2002-1. Staff recommends that Council take no action at this time but rather consider revisions to or replacement of CFD 2002-1 in tandem with the implementation of the new Mare Island Specific Plan (MISP).

Contact: Gillian Haen, Assistant City Manager
[email protected]
Michael Nimon, Economic Development Director
[email protected]
Assistant City Manager Haen, Economic Development Director Nimon and City Attorney Nebb shared the history of Mare Island closure and CFD formation and CFD 2002-1 formation background, provided outside counsel opinions, reviewed the recent timeline of CFD public meetings and concluded with staff Regular City Council Meeting Minutes
March 26, 2024
Page | 6
recommendation.

Speakers: Daniel Boone, Sherianne Grimm, AJ, and Belinda Seidemann.

Staff and Susan Goodwin (consultant) responded to questions from Councilmembers. Councilmembers provided comment and direction to staff to restructure the CFDs at the time of the new MISP approval and implementation, when the land densities will be known and can be accounted for within future development.

10. INFORMATION CALENDAR
A. RECEIVE AN UPDATE ON THE DECLARATION OF A STATE AND LOCAL

EMERGENCY RELATED TO PUBLIC SAFETY STAFFING
Recommendation: Receive an update on the public safety staffing emergency proclamation. This item is for informational purposes only. There is no staff report or action associated with this item.

Contact: Jason Ta, Interim Police Chief (707) 648-4540
[email protected]
Interim Police Chief Ta provided an update on Phase 1 (Service Model Reduction), Phase 2 (Rotation of Officers to Patrol Shifts), Phase 3 (Collapsing Traffic & Detective Divisions), Phase 4 (Modifying Patrol Shifts to 12-hours or another Staffing Model), and outside assistance, provided updated current staffing numbers, and the status of police facilities (Dispatch Center and Police Headquarters).

Human Resources Director Sifuentes provided an update on recruitment and retention efforts.

Staff responded to questions from Councilmembers. Councilmembers provided comment.

Speakers:

11. CITY MANAGER’S REPORT – None.

12. CITY ATTORNEY’S REPORT – None.

13. COMMUNITY FORUM
Speakers: Joe Livaich.

14. REPORT OF THE PRESIDING OFFICER AND MEMBERS OF THE CITY COUNCIL Councilmembers reported on various community events and meetings attended.

15. ADJOURNMENT
The meeting adjourned at 11:54 p.m.

Regular City Council Meeting Minutes
March 26, 2024
Page | 7
________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST:
_________________________________
DAWN G. ABRAHAMSON, CITY CLERK
CONSENT CALENDAR 8.C.

DATE: April 9, 2024
TO: Mayor and Members of the City Council
FROM: Melissa Tigbao, P.E., Public Works Director
Jason Lacey, Landscape Maintenance Manager
SUBJECT: ADOPT A RESOLUTION AUTHORIZING SCI CONSULTING GROUP TO PREPARE THE ENGINEER’S REPORTS FOR THE BORDONI RANCH, CARRIAGE OAKS, GARTHE RANCH, GLEN COVE III, GLEN COVE III 2015, HUNTER RANCH III, MARINE

WORLD/FAIRGROUNDS, MARIN VIEW, NORTHEAST QUADRANT, SANDPIPER POINT,

SOUTH VALLEJO BUSINESS PARK, AND TOWN AND COUNTRY II-V LANDSCAPE MAINTENANCE DISTRICTS FOR FISCAL YEAR 2024-25

RECOMMENDATION
Adopt a Resolution authorizing SCI Consulting Group to prepare the Engineer’s Reports for the Bordoni Ranch, Carriage Oaks, Garthe Ranch, Glen Cove III, Glen Cove III 2015, Hunter Ranch III, Marine World/Fairgrounds, Marin View, Northeast Quadrant, Sandpiper Point, South Vallejo Business Park, and Town and Country II-V Landscape Maintenance Districts for fiscal year 2024-2025.

REASONS FOR RECOMMENDATION
The City must authorize the Engineer of Record to proceed with the annual process of reviewing the current assessments and evaluating the proposed work in each Landscape Maintenance District to determine the appropriate assessments for the coming fiscal year.

BACKGROUND AND DISCUSSION
The California Landscape and Lighting Act of 1972 (California Streets and Highway Code 22500-22675) allows local governmental agencies to form assessment districts for the purpose of financing the costs and expenses of landscape and lighting public areas. The City of Vallejo has thirteen such districts formed throughout the City, including Hiddenbrooke Maintenance District, to provide funding for these services. The City Council will be considering the Hiddenbrooke Maintenance District under separate Council action. The remaining twelve districts are Bordoni Ranch; Carriage Oaks; Garthe Ranch; Glen Cove III; Glen Cove III 2015; Hunter Ranch III; Marine World/Fairgrounds; Marin View; Northeast Quadrant, Sandpiper Point; South Vallejo Business Park; Town and Country II-V. California Streets and Highways Code sections 22620-22631 require that the City complete certain proceedings each fiscal year in order to levy and collect assessments.

The Proceedings for fiscal year 2024-2025 take place as follows:
• April 9, 2024 - Adopt a resolution describing any proposed new improvements or any substantial changes to existing improvements and authorizing the engineer to prepare and file a report. • May 28, 2024 - Approve the Engineer’s Report and adopt a resolution of intention declaring the City’s intent to levy and collect the assessments.
• June 11, 2024 - Conduct a public hearing affording all interested parties the opportunity to hear and be heard. Following the public hearing, adopt a resolution confirming the Engineer’s Report and the levy of assessments.

Date: April 9, 2024
Subject: ADOPT A RESOLUTION AUTHORIZING SCI CONSULTING GROUP TO PREPARE THE ENGINEER’S REPORTS FOR THE BORDONI RANCH, CARRIAGE OAKS, GARTHE RANCH, GLEN COVE III, GLEN COVE III 2015, HUNTER RANCH III, MARINE

WORLD/FAIRGROUNDS, MARIN VIEW, NORTHEAST QUADRANT, SANDPIPER

POINT, SOUTH VALLEJO BUSINESS PARK, AND TOWN AND COUNTRY II-V LANDSCAPE MAINTENANCE DISTRICTS FOR FISCAL YEAR 2024-25

Page 2 ends

Approval of this item authorizes the proceedings listed above to occur on the given dates.

FISCAL IMPACT
The cost of preparation of the Engineer’s Reports is allocated to the individual districts and there is no additional fiscal impact associated with this agenda item. The fiscal health of each district will be studied and presented in the Engineer’s Report.

ENVIRONMENTAL REVIEW
This action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guideline section 15378.

ATTACHMENTS

1. Reso-24-04-09 Vallejo Res 1 1972 LMDs FY24-25_CAO Stamp

CONTACT
Melissa Tigbao, P.E., Public Works Director (707) 648-4433 [email protected]
RESOLUTION NO. 24- N.C.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO

AUTHORIZING PREPARATION OF THE ENGINEER'S REPORTS FOR THE BORDONI RANCH, CARRIAGE OAKS, GARTHE RANCH, GLEN COVE Ill, GLEN COVE III 2015, HUNTER RANCH Ill, MARINE WORLD/FAIRGROUNDS, MARIN

VIEW, NORTHEAST QUADRANT, SANDPIPER POINT, SOUTH VALLEJO

BUSINESS PARK, AND THE TOWN AND COUNTRY II-V LANDSCAPE
MAINTENANCE DISTRICTS FOR FISCAL YEAR 2024-25
WHEREAS, the City Council, by previous Resolutions, formed and levied annual assessments for twelve Landscape Maintenance Districts including: Bordoni Ranch; Carriage Oaks; Garthe Ranch; Glen Cove III; Glen Cove III 2015; Hunter Ranch III; Marine World/Fairgrounds; Marin View; Northeast Quadrant, Sandpiper Point; South Vallejo Business Park, and Town and Country II-V (hereafter referred to as the "Districts"), pursuant to the provisions of California Constitution Article XIIID, and the Landscaping and Lighting Act of 1972 (the "Act") at California Streets and Highways Code Sections 22500 et seq.; and
WHEREAS, the Act at Sections 22620–2263 provides for the levy of annual assessments within the Districts after their formation.

NOW, THEREFORE, BE IT RESOLVED by the City Council that within the Districts the existing and proposed improvements, and any substantial changes proposed to be made to the existing improvements, are generally described as follows:

The installation, maintenance and servicing of public facilities, including but not limited to, streetlights, public lighting facilities, landscaping, sprinkler systems, statuary, fountains, other ornamental structures and facilities, landscape corridors, ground cover, shrubs and trees, street frontages, drainage systems, fencing, entry monuments, graffiti removal and repainting, and all labor, materials, supplies, utilities and equipment, and incidental expenses necessary therefor.

BE IT FURTHER RESOLVED that SCI Consulting Group is hereby designated as Engineer of Work for purposes of these proceedings and is hereby ordered to prepare an Engineer's Report in accordance with Sections 22565 through 22574 of the Act and article XIIID of the California Constitution. Upon completion, the Engineer shall file the Engineer's Report with the City Clerk for submission to the City Council.

Adopted by the City Council of the City of Vallejo at a regular meeting held on April 9, 2024 with the following vote:

AYES:

NOES:

ABSENT:
_______________________________________
ROBERT H. McCONNEL, MAYOR
ATTEST: ________________________________________
DAWN G. ABRAHAMSON, CITY CLERK
CONSENT CALENDAR 8.D.

DATE: April 9, 2024
TO: Mayor and Members of the City Council
FROM: Melissa Tigbao, P.E., Public Works Director
Jason Lacey, Landscape Maintenance Manager
SUBJECT: ADOPT A RESOLUTION AUTHORIZING SCI CONSULTING GROUP TO PREPARE THE ENGINEER’S REPORT FOR THE HIDDENBROOKE MAINTENANCE DISTRICT FOR FISCAL YEAR 2024-25

RECOMMENDATION
Adopt a Resolution authorizing SCI Consulting Group to prepare the Engineer’s Report for the Hiddenbrooke Maintenance District for fiscal year 2024-2025.

REASONS FOR RECOMMENDATION
The City must authorize the Engineer of Record to proceed with the annual process of reviewing the current assessments and evaluating the proposed work in the Hiddenbrooke Maintenance District (HMD) in order to determine the appropriate assessments for the coming fiscal year.

The proceedings for fiscal year 2024-2025 take place as follows:
• April 9, 2024 - Adopt a resolution describing any proposed new improvements or any substantial changes to existing improvements and authorizing the engineer to prepare and file a report. • May 28, 2024 - Approve the Engineer's Report and adopt a resolution of intention declaring the City's intent to levy and collect the assessments.
• June 11, 2024 - Conduct a public hearing affording all interested parties the opportunity to hear and be heard. Following the public hearing, adopt a resolution confirming the Engineer's Report and the levy of assessments.

Approval of this item will ensure that the proceedings listed above will occur on the given dates.

FISCAL IMPACT
The cost of preparation of the Engineer’s Report is funded by the HMD and there is no additional fiscal impact associated with this agenda item. The fiscal health of the district is to be studied and presented in the Engineer’s Report.

Date: April 9, 2024
Subject: ADOPT A RESOLUTION AUTHORIZING SCI CONSULTING GROUP TO PREPARE THE ENGINEER’S REPORT FOR THE HIDDENBROOKE MAINTENANCE DISTRICT FOR FISCAL YEAR 2024-25

Page 2 ends

ATTACHMENTS

1. Reso-24-04-09 Vallejo Res 1 HMD FY24-25_CAO Stamp

CONTACT
Melissa Tigbao, P.E., Public Works Director (707) 648-4433 [email protected]
RESOLUTION NO. 24- N.C.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO AUTHORIZING

PREPARATION OF THE ENGINEER'S REPORT FOR THE HIDDENBROOKE MAINTENANCE DISTRICT FOR FISCAL YEAR 2024-25
WHEREAS, the City Council, by previous resolutions, formed and levied annual assessments for the Hiddenbrooke Landscape Maintenance District (hereafter referred to as the "District"), pursuant to the provisions of California Constitution Article XIIID, and the Landscaping and Lighting Act of 1972 (the "Act") at California Streets and Highways Code Sections 22500 et seq.; and WHEREAS, the Act at Sections 22620–22631 provides for the levy of annual assessments within the District after its formation.

NOW, THEREFORE, BE IT RESOLVED that within the District the existing and proposed improvements, and any substantial changes proposed to be made to the existing improvements, are generally described as follows:

Adopted by the City Council of the City of Vallejo at a regular meeting held on April 9, 2024 with the following vote:

AYES:

NOES:

ABSENT:
_______________________________________
ROBERT H. McCONNEL, MAYOR
ATTEST:
: ________________________________________
DAWN G. ABRAHAMSON, CITY CLERK
CONSENT CALENDAR 8.E.

DATE: April 9, 2024
TO: Mayor and Members of the City Council
FROM: Rekha Nayar, Finance Director
SUBJECT: NOTICE OF INTENT TO AMEND FISCAL YEAR 2023-24 GENERAL FUND BUDGET TO

RECOGNIZE REVENUE FROM UNCLAIMED PROPERTY IN AN AMOUNT NOT TO EXCEED $104,181.40 (STEP 1)

RECOMMENDATION
As the first in a two-step process, provide notice of intent to amend the Fiscal Year 2023-24 General Fund budget to recognize revenue from Unclaimed Property in an amount not to exceed $104,181.40.

REASONS FOR RECOMMENDATION
Pursuant to California Government Code Sections 50050 through 50056, the City of Vallejo is required to follow a set policy and procedure in order to escheat unclaimed funds. These monies, which are not the property of the City, that are left unclaimed in the City treasury for a period of three years may be escheated and returned to the funds upon which the money was originally drawn.

BACKGROUND AND DISCUSSION
On December 19 and December 26, 2023, the City advertised in the Vallejo Times-Herald newspaper a list of all outstanding, unclaimed checks that were more than three years past the date written. Claimants were allowed a period of 45 days to file notice with the City to request those unclaimed funds, after which all remaining monies become the property of the City.

After processing claim requests and reissuing valid checks, the City is left with 431 stale-dated checks amounting to a balance of $104,181.40. These checks can now be voided, and this money can be transferred back into the funds from which the money was originally drawn.

FISCAL IMPACT
A total, not to exceed, $104,181.40 in stale-dated checks will be voided, and the full amount will be returned to the appropriate funds from which the money was originally drawn.

Date: April 9, 2024
Subject: NOTICE OF INTENT TO AMEND FISCAL YEAR 2023-24 GENERAL FUND BUDGET TO

RECOGNIZE REVENUE FROM UNCLAIMED PROPERTY IN AN AMOUNT NOT TO EXCEED $104,181.40 (STEP 1)

Page 2 ends

ATTACHMENTS
None

CONTACT
Rekha Nayar, Finance Director (707) 648-4592
[email protected]
CONSENT CALENDAR 8.F.

DATE: April 9, 2024
TO: Mayor and Members of the City Council
FROM: Terrance Davis, Assistant City Manager
Melissa Tigbao, Public Works Director
SUBJECT: ADOPT A RESOLUTION AMENDING THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO COMPLETE PHASE B OF THE POLICE HEADQUARTERS' DESIGN (STEP 2)

RECOMMENDATION
Adopt a Resolution amending the fiscal year 2023-24 Capital Improvement Program Budget (Project #PW9818) in the amount of $1,998,200 to complete Phase B of the Police Headquarters' Design (Step 2).

REASONS FOR RECOMMENDATION
On March 26, 2024, following a presentation by City staff on the project, the City Council provided notice of intent to amend the fiscal year 2023-2024 Capital Improvement Program Budget utilizing Measure P funds.

This proposed action is the second step of the two-step budget amendment process required by the City Charter.

BACKGROUND AND DISCUSSION
The Vallejo Police Department Building at 111 Amador has been deteriorating for many years. Originally constructed in 1961 as part of a municipal services complex that includes the City's Corporation Yard, the existing 19,300 square foot building was built when Vallejo's population was 60,000. The current building is undersized and in poor condition due to its age and significant deferred maintenance. The building has outdated HVAC systems, along with lead and asbestos issues that require continual monitoring. Further, the building lacks adequate backup power generation and has recently lost power for extended periods of time, impacting operations.

Following a community engagement process and the completion of feasibility assessments of alternate locations, on April 11, 2023, the City Council gave staff unanimous direction to pursue the design and construction of a replacement headquarters building on site. To make space available for the future building, the Corporation Yard will need to be relocated, which increases project scope and cost. At the time of City Council approval, the projected cost to construct both the police facility and to relocate the Corporation Yard was approximately $121 million.

Project Scope
In 2020, the City issued a Request for Proposals for architectural design services for the police department headquarters. The firm Indigo Hammond + Playle, LLP, was selected through this competitive process. Given the firm's familiarity with Vallejo and understanding of the design needs, staff amended an existing professional services agreement it had with the firm to include a new scope for the Amador Street facility design.

The design of the project is divided into three phases. The initial Phase A (preliminary design) was to perform all work necessary to achieve a 35% level of design completion. Phase B is for the development of all the Date: April 9, 2024
Subject: ADOPT A RESOLUTION AMENDING THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO COMPLETE PHASE B OF THE POLICE HEADQUARTERS' DESIGN (STEP 2)

Page 2 ends

remaining construction documents through permitting, which is equivalent to 65% and 95% design completion.

The final Phase C is for bidding and construction completion.

The total design cost for the project is estimated at $4,643,300, separated into the following costs per phase:
• Phase A: $1,653,300
• Phase B: $1,998,200
• Phase C: $991,800
Attachment I provides the details of the contract and scope of work.

Current Design Status
The conceptual design (Phase A) began in August 2023 and has been completed. Environmental review of the site, along with an assessment of utility, topography, and other site conditions have also been completed.

During the environmental review, the presence of former underground storage tanks was discovered, which will require soil management during the construction phase.

The overall design calls for a new 3-story, 67,925 square foot Vallejo Community Safety Center. The architectural design for the new Community Safety Center transcends bricks and mortar, aiming to become a symbol of unity, transparency, and accessibility within the Vallejo community.

The design meets California Essential Services Building standards to accommodate all critical police services, such as 911 Dispatch, an Emergency Operations Center (doubling as a Community Meeting Room), and dedicated Community Engagement space. This site will have 146 parking spaces and include a Public Plaza, along with utilities, paving, and landscaping across 3.1 acres of the site. The Public Plaza is designed to provide the community with new opportunities for social interaction and special events, and create a space for civic engagement.

Finally, to save costs, the design takes advantage of existing Corporation Yard buildings and fleet maintenance facilities. The main Corp Yard building will be converted to police operations, and the 3 pump fuel station will remain in service.

Attachment II includes the full Phase A schematic design.

Project Timelines and Cost Estimates
Phase B of the design is anticipated to take 5–6 months to complete, with the total project duration estimated at 43 months. At the conclusion of Phase A of the design, the following construction costs have been estimated (further itemized in Attachment III):

Description Cost Estimate
Total Direct Construction Cost $58.6 Million
General Contractor Markup $9.6 Million
Total Construction w/ Markup $68.2 Million
Escalation & Design Contingency $22.3 Million
Bid Day Cost ($1,019/ SF) $90.5 Million
Construction Contingency $9.1 Million
Date: April 9, 2024
Subject: ADOPT A RESOLUTION AMENDING THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO COMPLETE PHASE B OF THE POLICE HEADQUARTERS' DESIGN (STEP 2)

Page 3 ends

Cost at End of Construction $99.6 Million
Funding for this project will be from Measure P. The Measure P Oversight Committee unanimously recommending approval of Measure P funding for this project on March 27th, 2024 and further recommended that the City Council add Police Reform to the resolution setting forth Measure P priorities.

FISCAL IMPACT
As detailed above, there have been ongoing costs related to site acquisition, feasibility assessments, and architectural design services for a new police building since 2018.

The following summarizes Project expenditures:
• Larchmont Public Safety Assessment - $90,000
• Acquisition of 400 Mare Island Way - $13,400,000
• Glass Feasibility Assessment of 400 Mare Island Way - $60,000 • Glass Feasibility Assessment of JFK - $10,000
• 400 Mare Island Way Phase I Architectural Design (35%) – $ $899,400 • JFK and 400 Mare Island Way Detailed Feasibility - $150,000 • 111 Amador Phase A (35%) Design (2023) - $1,653,300
This action will amend the FY 2023-24 Capital Improvement Budget in the amount of $1,998,200 to advance Phase B of the design utilizing Measure P funds.

ATTACHMENTS

1. RESO Measure P-PD Building Project (PW9818) Budget Amendment - Step 2_CAO Stamp

2. Attachment I (Design Contract)

3. Attachment II (Schematic Design Plans)

4. Attachment III (Cost Estimate)

CONTACT
Melissa Tigbao, Public Works Director (707-648-4433)
[email protected]
RESOLUTION NO. 24- __________ N.C.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
VALLEJO AMENDING THE FISCAL YEAR 2023-2024 CAPITAL

OUTLAY FUND BUDGET TO COMPLETE PHASE B OF THE
POLICE HEADQUARTERS DESIGN (STEP 2)
WHEREAS, voters approved the Vallejo’s Safe Streets and Essential Services Measure (Measure P) in the November 2022 Municipal Elections, and since its adoption more than $13 million of revenue has been collected; and
WHEREAS, on December 20, 2022, the City Council adopted Resolution No. 22-222, which directed staff to prioritize specific uses of revenue generated by Measure P, including maintaining critical city services, among others; and
WHEREAS, originally constructed in 1961 as part of a municipal services complex, the existing Vallejo Police Department facility located at 111 Amador Street is undersized and in poor condition due to its age and other property conditions; and WHEREAS, following a community engagement process and the completion of feasibility assessments of alternate locations, on April 11, 2023, City Council gave staff unanimous direction to pursue the design and construction of a replacement Police Department headquarters located at 111 Amador Street; and
WHEREAS, the firm Indigo Hammond + Playle, LLP, was selected through a competitive process to provide the architectural design services for the police station project; and WHEREAS, the design of the project is divided into three phases: Phase A to perform all work necessary to achieve a 35% level of design completion, Phase B for development of construction documents through permitting and design completion, and Phase C for bidding and construction completion; and
WHEREAS, the total estimate of the design cost for the project is $4,643,300, allocated as follows:

Phase A - $1,653,300, Phase B - $1,998,200, and Phase C - $991,800; and WHEREAS, $1,998,200 must be appropriated to begin Phase B work; and WHEREAS, on March 27, 2024, the Measure P Oversight Committee unanimously voted to recommend funding for the Phase B work to come from Measure P funds, with the further recommendation that the City Council add to the resolution of Measure P priorities the topic of Police Reform; and
WHEREAS, the City Council finds that appropriation of Measure P funding in the amount of $1,998,200 for this effort is appropriate; and
WHEREAS, City Charter Section 703 requires that available funds not included in the budget may be appropriated by the City Council after giving one week’s notice of intention to do so; and WHEREAS, on March 26, 2024, the City Council provided notice of intent to amend the Fiscal Year 2023-24 budget.

NOW, THEREFORE, BE IT RESOLVED that the Vallejo City Council hereby amends the fiscal year 2023-2024 Capital Outlay Fund budget in the amount of $1,998,200 as follows:

Description Revenue Expenditure
budget
Measure P (Fund #005) – transfer out $ 1,998,200
Description Revenue Expenditure
budget
PW9818-PD Building Improvements (Fund #201) –
transfer in
$ 1,998,200 $ 1,998,200
Adopted by the City Council of the City of Vallejo at a regular meeting held on April 9, 2024, with the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
___________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST: ___________________________________
DAWN G. ABRAHAMSON, CITY CLERK
First Amendment to Agreement 20-PW177 – Indigo Hammond + Playle Architects Page 1 of 23

FIRST AMENDMENT TO THE

DESIGN PROFESSIONAL SERVICES AGREEMENT BETWEEN

CITY OF VALLEJO
AND
INDIGO HAMMOND + PLAYLE ARCHITECTS, LLP
This First Amendment to the Design Professional Services Agreement made and entered into on February 26, 2020, hereinafter referred to as “Agreement”, between Indigo Hammond + Playle Architect, LLP, therein referred to as “Design Professional”, and the City of Vallejo, a municipal corporation, therein referred to as City, is made and entered into on this 13th day of September 2024.

Design Professional and City do mutually agree as follows:

1. Amendment to Scope of Services. Attachment 1 to Exhibit A, “Scope of Services,” is hereby replaced in its entirety with the new Attachment 1 attached hereto.

2. Amendment to Section 1.A of Exhibit B “Compensation.” Section 1.A of Exhibit B to the Agreement is hereby amended to read as follows:
“A. Services: City agrees to pay Design Professional, at the rate(s) specified below, for those services set forth in Exhibit A of this Agreement and for all authorized reimbursable expense, for a total not to exceed Five Million Six Hundred ThirtyFour Thousand Seven Hundred Dollars and Zero Cents [$5,634,700].

Design Professional shall notify City in writing no later than thirty (30) days prior to the estimated date when Design Professional will have billed City the maximum payment amount permitted under this Agreement, and Design Professional shall provide City with an estimate of the additional compensation required to complete the project.”

2. Amendment to Section 2 of Exhibit B, “Compensation.” Section 2 of Exhibit B to the Agreement is hereby amended to read as follows:
“2. Appropriate Billable Hourly Rates for Services and Additional Services.

Design Professional’s billable hourly rates are as follows:

Principle Architect $280
Architect $235
Senior Designer $205
Designer/ Drafter-Level 2 $168
Designer/ Drafter-Level 1 $148
Clerical $120
First Amendment to Agreement 20-PW177 – Indigo Hammond + Playle Architects Page 2 of 23 Rate Increases: Upon approval of City, Design Professional shall be permitted to increase rates to adjust for cost-of-living wage increases at the beginning of the fiscal year or as agreed upon by City and Design Professional. No price increases may be implemented without prior written approval of City. Requests for price increases must be made a minimum of ninety (90) days prior to the proposed effective date of the rate increase. To request a price increase, Design professional must submit a letter with an itemized list showing revised prices by line item. If City approves the price increase, Design Professional shall be notified in writing, no price increase will be effective until Design Professional receives this notice.”

3. Amendment of Exhibit B Attachment 1. Attachment 1 to Exhibit B, “Compensation” is hereby replaced in its entirety with the new Attachment 1 attached hereto.

4. Amendment to Term. Section 16 of the Agreement, “Term,” is hereby amended to read in its entirety as follows:
“16.Term. The term of this Agreement shall commence February 26, 2020, and shall continue in full force and effect until December 31, 2024.

City shall, at its discretion, have the right to extend the term of this agreement, in intervals of one year, by written notice to Design Professional. The total duration of this Agreement, including the exercise of any options under this section, shall not extend past December 31, 2026.

If the term of this Agreement extends into fiscal years subsequent to that in which it is approved, such continuation of the Agreement is contingent on the appropriation of funds for such purpose by the City Council of the City of Vallejo.

If funds to effect such continued payment are not appropriated, Design Professional agrees to terminate any services supplied to City of Vallejo under this Agreement and relieve City of any further obligation therefore.”

5. Integration. This First Amendment contains the entire agreement between the parties with respect to its subject matter and supersedes whatever oral or written understanding they may have had prior to the execution of this First Amendment. This First Amendment shall not be amended or modified except by a written agreement executed by each of the parties. Except as specifically revised herein, all terms and conditions of the Agreement shall remain in full force and effect, and Design Professional shall perform all duties, obligations and conditions required under the Agreement.

6. Inconsistencies. In the event of any conflict or inconsistency between the provisions of this First Amendment and the Contract, the provisions of this First Amendment shall control in all respects.

7. Ambiguities. The parties have each carefully reviewed this First Amendment and First Amendment to Agreement 20-PW177 – Indigo Hammond + Playle Architects Page 3 of 23 have agreed to each term of this First Amendment. No ambiguity shall be presumed to be construed against either party.

8. Counterparts. This First Amendment may be executed by the parties in one or more counterparts all of which collectively shall constitute one document and agreement.

9. Authority. The person signing this First Amendment for Design Professional hereby represents and warrants that he or she is fully authorized to sign this First Amendment on behalf of Design Professional.
(SIGNATURES ARE ON THE FOLLOWING PAGE)
First Amendment to Agreement 20-PW177 – Indigo Hammond + Playle Architects Page 4 of 23 IN WITNESS WHEREOF, the parties have entered into this First Amendment on the day and year first hereinabove appearing.

Indigo Hammond + Playle Architects,
LLP,
a limited liability partnership
BY:

BRUCE PLAYLE
Partner
DATE:
(City Seal)

CITY OF VALLEJO,
a municipal corporation
BY:

MICHAEL MALONE
City Manager
DATE:

ATTEST:

DAWN G. ABRAHAMSON
City Clerk
APPROVED AS TO CONTENT:

MELISSA TIGBAO
Public Works Director
APPROVED AS TO FORM:

VERONICA A. F. NEBB
City Attorney
APPROVED AS TO INSURANCE:

ARMOND SARKIS
Risk Manager
First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 5 of 23 ATTACHMENT 1 TO EXHIBIT A
First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 6 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 7 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 8 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 9 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 10 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 11 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 12 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 13 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 14 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 15 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 16 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 17 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 18 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 19 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 20 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 21 of 23 Project Fee Estimation
Vallejo Police Headquarters Project, Indigo Hammond + Playle Architects, LLP, April 27, 2023 page 1 of 2 Scope of Work, Tasks Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) A. PRELIMINARY DESIGN (THRU 35% PS&E)
Schematic Design $0
1 Review all available documents, advise City of additional documentation required. 62 $225 $13,950 4 $180 $720 0 $200 $0 16 $225 $3,600 12 $200 $2,400 0 $200 $0 24 $180 $4,320 16 $180 $2,880 2 Review existing building plans, field reconnaisance and prepare limited CAD base plans of existing site w/bldg footprints. 44 $225 $9,900 4 $180 $720 0 $200 $0 20 $225 $4,500 0 $200 $0 16 $200 $3,200 6 $180 $1,080 32 $180 $5,760 3 Site studies: prepare topo & utility survey. 24 $225 $5,400 0 $180 $0 0 $200 $0 116 $225 $26,100 0 $200 $0 0 $200 $0 8 $180 $1,440 2 $180 $360 4 Conduct interview with Chief of Police, tour existing (1 meeting). 32 $240 $7,680 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 8 $200 $1,600 8 $180 $1,440 8 $195 $1,560 5 Conduct kick-off meeting with Facility Committee (1 meeting). 32 $240 $7,680 0 $180 $0 0 $200 $0 8 $225 $1,800 0 $200 $0 8 $200 $1,600 0 $180 $0 8 $195 $1,560 6 Prepare new Space Summary Table which updates and condenses information from the prior Space Program. 48 $225 $10,800 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 5 $200 $1,000 $180 $0 0 $100 $0 7 Prepare two Site Layout Alternatives, meet with Facility Committee to identify Preferred Alternative (1 meeting). 88 $225 $19,800 16 $180 $2,880 0 $200 $0 4 $225 $900 160 $200 $32,000 16 $200 $3,200 82 $180 $14,760 80 $180 $14,400 8 Site studies: prepare geotech investigation & report, geologic hazard study, review arborist report. 12 $225 $2,700 8 $180 $1,440 372 $200 $74,400 0 $225 $0 8 $200 $1,600 0 $200 $0 0 $180 $0 2 $180 $360 9 Using Preferred Alternative, prepare Schematic Design docs, meet with Facility Committee for approval (1 meeting). 610 $240 $146,400 72 $180 $12,960 0 $200 $0 100 $225 $22,500 160 $200 $32,000 0 $200 $0 8 $180 $1,440 280 $180 $50,400

9.5 Present Schematic Design to Planning Commission for review and approval, incl preparation (1 meeting). 48 $240 $11,520 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 0 $200 $0 0 $180 $1,440 8 $195 $1,560 10 Meeting with Facility Committee, receive approval of Schematic Design documents, any conditions (1 meeting). 24 $240 $5,760 0 $180 $0 0 $200 $0 8 $225 $1,800 8 $200 $1,600 0 $200 $0 8 $180 $1,440 8 $195 $1,560 Design Development (35% PS&E) $0
1 Upon approval of the Schematic Design by the City, proceed with Design Development documents. 4 $225 $900 4 $180 $720 0 $200 $0 16 $225 $3,600 0 $200 $0 0 $200 $0 0 $180 $0 0 $100 $0 2 Prepare preliminary Construction Phasing Plan 24 $225 $5,400 0 $180 $0 0 $200 $0 20 $225 $4,500 0 $200 $0 0 $200 $0 0 $180 $0 32 $195 $6,240 3 Prepare drawings to approximately 35% level of design completion. 1,990 $200 $398,000 105 $180 $18,900 0 $200 $0 116 $225 $26,100 62 $200 $12,400 100 $156 $15,600 840 $180 $151,200 180 $180 $32,400 4 Prepare specifications to approximately 35% level of design completion. 60 $225 $13,500 6 $180 $1,080 0 $200 $0 0 $225 $0 16 $200 $3,200 20 $200 $4,000 120 $180 $21,600 40 $195 $7,800 5 Prepare code review, including CDCR meeting, and incorporate into the documents (1 meeting). 80 $225 $18,000 0 $180 $0 0 $200 $0 8 $225 $1,800 16 $200 $3,200 0 $200 $0 40 $180 $7,200 8 $195 $1,560 6 Prepare Preliminary Codes and Standards Compliance Report. 8 $225 $1,800 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 0 $200 $0 0 $180 $0 4 $195 $780 7 Verify utility locations to determine and address any conflicts. 16 $225 $3,600 0 $180 $0 0 $200 $0 4 $225 $900 0 $200 $0 0 $200 $0 48 $180 $8,640 16 $180 $2,880 8 Identify all permits that may be required for the work, prepare all applications. 24 $225 $5,400 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 0 $200 $0 28 $180 $5,040 8 $180 $1,440 9 Develop a Cost Estimate by Construction Specification Institute (CSI) Uniformat functional group format 60 $225 $13,500 4 $180 $720 0 $200 $0 100 $225 $22,500 0 $200 $0 4 $200 $800 36 $180 $6,480 36 $160 $5,760 10 Conduct preliminary DD design meeting with Facility Committee, receive input (1 meeting). 24 $240 $5,760 0 $180 $0 0 $200 $0 8 $225 $1,800 0 $200 $0 8 $200 $1,600 8 $180 $1,440 12 $195 $2,340 11 Conduct final DD design meeting with Facility Committee, City receives final DD materials (1 meeting). 24 $240 $5,760 0 $180 $0 0 $200 $0 8 $225 $1,800 8 $200 $1,600 8 $200 $1,600 8 $180 $1,440 12 $195 $2,340 SUBTOTAL FROM ABOVE 3,338 $214 $713,210 223 $180 $40,140 372 $200 $74,400 552 $225 $124,200 450 $200 $90,000 193 $177 $34,200 1,272 $181 $230,400 792 $182 $143,940 EXPENSES $35,661 $1,500 $2,976 $6,210 $4,500 $1,710 $11,520 $7,197 MARKUP 15% n/a $6,246 $11,606 $19,562 $14,175 $5,387 $36,288 $22,671 TOTAL A. PRELIMINARY DESIGN (THRU 35% PS&E) $748,871 $47,886 $88,982 $149,972 $108,675 $41,297 $278,208 $173,808 B. FINAL DESIGN (THRU PERMIT)
Construction Documents (65% Submittal)
1 Final assessments of building systems 48 $200 $9,600 0 $180 $0 0 $200 $0 0 $225 $0 40 $160 $6,400 0 $200 $0 0 $180 $0 200 $180 $36,000 2 Final furnishings coordination. 60 $200 $12,000 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 0 $100 $0 3 Prepare 65% plans and specifications 1,990 $200 $398,000 60 $180 $10,800 0 $200 $0 180 $225 $40,500 426 $160 $68,160 126 $156 $19,656 570 $180 $102,600 400 $180 $72,000 4 Coordinate draft furnishings package. 16 $200 $3,200 0 $180 $0 0 $200 $0 0 $225 $0 8 $160 $1,280 0 $200 $0 0 $180 $0 0 $100 $0 5 Update project schedule and cost estimate 32 $200 $6,400 6 $180 $1,080 0 $200 $0 4 $225 $900 8 $160 $1,280 0 $200 $0 16 $180 $2,880 40 $195 $7,800 6 Conduct cost control, reconcile scope, quality and budget 88 $200 $17,600 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 4 $200 $800 0 $180 $0 80 $180 $14,400 7 Receive 65% comments and make revisions 90 $200 $18,000 16 $180 $2,880 0 $200 $0 8 $225 $1,800 60 $160 $9,600 0 $200 $0 80 $180 $14,400 120 $180 $21,600 8 Attend design meeting with City staff (1 meeting). 24 $240 $5,760 6 $180 $1,080 0 $200 $0 8 $225 $1,800 8 $160 $1,280 8 $200 $1,600 8 $180 $1,440 12 $195 $2,340 Construction Documents (95% Submittal)
1 Incorporate 65% comments and prepare 95% plans and specifications 1,500 $200 $300,000 40 $180 $7,200 0 $200 $0 110 $225 $24,750 280 $160 $44,800 72 $156 $11,232 570 $180 $102,600 44 $180 $7,920 2 Update project schedule and cost estimate 24 $200 $4,800 4 $180 $720 0 $200 $0 4 $225 $900 12 $160 $1,920 4 $200 $800 0 $180 $0 36 $195 $7,020 3 Receive 95% comments and make revisions 80 $200 $16,000 12 $180 $2,160 0 $200 $0 20 $225 $4,500 120 $160 $19,200 0 $200 $0 80 $180 $14,400 112 $180 $20,160 4 Attend design meeting with City staff (1 meeting). 24 $240 $5,760 0 $180 $0 0 $200 $0 4 $225 $900 8 $160 $1,280 8 $200 $1,600 8 $180 $1,440 8 $195 $1,560 Construction Documents (100% Submittal and Permit)
1 Incorporate 90% comments and prepare 100% plans and specifications 650 $200 $130,000 16 $180 $2,880 30 $200 $6,000 60 $225 $13,500 80 $160 $12,800 32 $156 $4,992 80 $180 $14,400 120 $180 $21,600 2 Attend design meeting with City staff (1 meeting) 24 $240 $5,760 0 $180 $0 0 $200 $0 8 $225 $1,800 0 $160 $0 8 $200 $1,600 8 $180 $1,440 8 $195 $1,560 SUBTOTAL FROM ABOVE 4,650 $201 $932,880 160 $180 $28,800 30 $200 $6,000 406 $225 $91,350 1,050 $160 $168,000 262 $161 $42,280 1,420 $180 $255,600 1,180 $181 $213,960 EXPENSES $46,644 $500 $240 $4,568 $8,400 $2,114 $12,780 $10,698 MARKUP 15% n/a $4,395 $936 $14,388 $26,460 $6,659 $40,257 $33,699 TOTAL B. FINAL DESIGN (THRU PERMIT) $979,524 $33,695 $7,176 $110,305 $202,860 $51,053 $308,637 $258,357 C. BIDDING AND CONSTRUCTION SUPPORT
Bidding (Allowance basis) Geotechnical observations NIC at this time 1 Attend the Pre-Bid Meeting. (1 meeting) 24 $240 $5,760 0 $180 $0 0 $200 $0 6 $225 $1,350 0 $160 $0 0 $200 $0 5 $180 $900 12 $160 $1,920 2 Review and respond to Bidder questions. (includes 12) 44 $240 $10,560 8 $180 $1,440 0 $200 $0 4 $225 $900 16 $160 $2,560 10 $200 $2,000 16 $180 $2,880 36 $160 $5,760 3 Prepare Addenda content for issuance by City. (includes 2) 24 $240 $5,760 8 $180 $1,440 0 $200 $0 4 $225 $900 42 $160 $6,720 8 $200 $1,600 42 $180 $7,560 36 $160 $5,760 4 Assist City with its Bid Evaluation process. 16 $240 $3,840 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 16 $160 $2,560 Construction Support (Allowance basis)
1 Attend Pre-Construction Meeting. (assumes 1) 24 $220 $5,280 0 $180 $0 0 $200 $0 6 $225 $1,350 0 $160 $0 0 $200 $0 8 $180 $1,440 12 $160 $1,920 2 Review and respond to Contractor submittals. (includes 170) 340 $220 $74,800 10 $180 $1,800 0 $200 $0 40 $225 $9,000 82 $160 $13,120 32 $188 $6,016 112 $180 $20,160 80 $160 $12,800 3 Review and respond to Contactor RFI's. (includes 350) 700 $220 $154,000 10 $180 $1,800 0 $200 $0 40 $225 $9,000 100 $160 $16,000 32 $188 $6,016 100 $180 $18,000 100 $160 $16,000 4 Review and respond to Contactor PCO’s. (includes 10) 30 $220 $6,600 0 $180 $0 0 $200 $0 0 $225 $0 10 $160 $1,600 32 $200 $6,400 10 $180 $1,800 20 $160 $3,200 5 Issue Architectural Supplemental Instructions ASI. (includes 20) 80 $220 $17,600 0 $180 $0 0 $200 $0 0 $225 $0 40 $160 $6,400 0 $200 $0 40 $180 $7,200 36 $130 $4,680 6 Issue Proposal Requests. (includes 4) 8 $220 $1,760 0 $180 $0 0 $200 $0 0 $225 $0 24 $160 $3,840 0 $200 $0 24 $180 $4,320 8 $195 $1,560 7 Maintain Submittal, RFI, ASI and CCO logs. 140 $220 $30,800 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 24 $160 $3,840 8 Attend construction project progress meetings. (includes 65 meetings) 650 $220 $143,000 10 $180 $1,800 0 $200 $0 16 $225 $3,600 30 $160 $4,800 30 $200 $6,000 30 $180 $5,400 80 $160 $12,800 9 Conduct periodic site observations, issue field reports. (trips included above) 130 $220 $28,600 0 $180 $0 0 $200 $0 30 $225 $6,750 32 $160 $5,120 0 $200 $0 32 $180 $5,760 80 $160 $12,800 10 Conduct preliminary observation and issue Punch List. (includes 1 meeting) 32 $220 $7,040 8 $180 $1,440 0 $200 $0 4 $225 $900 12 $160 $1,920 32 $200 $6,400 12 $180 $2,160 12 $160 $1,920 11 Assist in preparation of Notice of Substantial Completion. 2 $220 $440 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 12 $160 $1,920 12 Declare project 100% complete. Issuance of Notice of Final Completion. Filing by City. 2 $220 $440 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 0 $100 $0 13 Assist in final close-out procedures, review & stamp record documents submitted by contractor. 80 $220 $17,600 0 $180 $0 0 $200 $0 0 $225 $0 12 $160 $1,920 0 $200 $0 12 $180 $2,160 32 $160 $5,120 14 Prepare CAD record drawings based on documents submitted by contractor. (NIC) 0 $220 $0 4 $180 $720 0 $200 $0 8 $225 $1,800 0 $160 $0 0 $200 $0 0 $180 $0 30 $95 $2,850 15 Allowance for communications not included above. City's IOR/ Construction Manager will be onsite handling 200 $220 $44,000 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 30 $130 $3,900 day-to-day affairs of construction.

SUBTOTAL ALLOWANCE HOURS 2,526 $221 $557,880 58 $180 $10,440 0 #DIV/0! $0 158 $225 $35,550 400 $160 $64,000 176 $196 $34,432 443 $180 $79,740 656 $154 $101,310 EXPENSES $27,894 $500 $0 $1,778 $3,200 $1,722 $3,987 $5,066 MARKUP 15% n/a $1,641 $0 $5,599 $10,080 $5,423 $12,559 $15,956 SUBTOTAL, C. BIDDING AND CONSTRUCTION SUPPORT $585,774 $12,581 $0 $42,927 $77,280 $41,577 $96,286 $122,332 SUBTOTAL PARTS A, B, AND C FROM ABOVE 10,514 $210 $2,203,970 441 $180 $79,380 402 $200 $80,400 1,116 $225 $251,100 1,900 $169 $322,000 631 $176 $110,912 3,135 $180 $565,740 2,628 $175 $459,210 SUBTOTAL ESTIMATED EXPENSES $110,199 $2,500 $3,216 $12,555 $16,100 $5,546 $28,287 $22,961 MARKUP @ 15% n/a $12,282 $12,542 $39,548 $50,715 $17,469 $89,104 $72,326 TOTAL FEE $2,314,169 $94,162 $96,158 $303,203 $388,815 $133,926 $683,131 $554,496

49.8% 2.0% 2.1% 6.5% 8.4% 2.9% 14.7% 11.9%
(INDIGO Architects) (Gates + Associates) (BSK) (Cunningham) (Miyamoto International) (Guidepost Solutions) Architecture Landscape Architecture Civil Engineering & Survey Security & A/V Consultant Electrical & Data/Tel/Comm Engineering Geotechnical Mechanical and Plumbing
Engineer Structural Engineering
(M. Neils Engineering) (Peters Engineering)
Project Fee Estimation
Vallejo Police Headquarters Project, Indigo Hammond + Playle Architects, LLP, April 27, 2023 page 2 of 2 Scope of Work, Tasks
A. PRELIMINARY DESIGN (THRU 35% PS&E)
Schematic Design 1 Review all available documents, advise City of additional documentation required. 2 Review existing building plans, field reconnaisance and prepare limited CAD base plans of existing site w/bldg footprints. 3 Site studies: prepare topo & utility survey. 4 Conduct interview with Chief of Police, tour existing (1 meeting). 5 Conduct kick-off meeting with Facility Committee (1 meeting). 6 Prepare new Space Summary Table which updates and condenses information from the prior Space Program. 7 Prepare two Site Layout Alternatives, meet with Facility Committee to identify Preferred Alternative (1 meeting). 8 Site studies: prepare geotech investigation & report, geologic hazard study, review arborist report. 9 Using Preferred Alternative, prepare Schematic Design docs, meet with Facility Committee for approval (1 meeting).

9.5 Present Schematic Design to Planning Commission for review and approval, incl preparation (1 meeting). 10 Meeting with Facility Committee, receive approval of Schematic Design documents, any conditions (1 meeting).

Design Development (35% PS&E) 1 Upon approval of the Schematic Design by the City, proceed with Design Development documents. 2 Prepare preliminary Construction Phasing Plan 3 Prepare drawings to approximately 35% level of design completion. 4 Prepare specifications to approximately 35% level of design completion. 5 Prepare code review, including CDCR meeting, and incorporate into the documents (1 meeting). 6 Prepare Preliminary Codes and Standards Compliance Report. 7 Verify utility locations to determine and address any conflicts. 8 Identify all permits that may be required for the work, prepare all applications. 9 Develop a Cost Estimate by Construction Specification Institute (CSI) Uniformat functional group format 10 Conduct preliminary DD design meeting with Facility Committee, receive input (1 meeting). 11 Conduct final DD design meeting with Facility Committee, City receives final DD materials (1 meeting).

SUBTOTAL FROM ABOVE

EXPENSES
MARKUP 15%
TOTAL A. PRELIMINARY DESIGN (THRU 35% PS&E)
B. FINAL DESIGN (THRU PERMIT)
Construction Documents (65% Submittal) 1 Final assessments of building systems 2 Final furnishings coordination. 3 Prepare 65% plans and specifications 4 Coordinate draft furnishings package. 5 Update project schedule and cost estimate 6 Conduct cost control, reconcile scope, quality and budget 7 Receive 65% comments and make revisions 8 Attend design meeting with City staff (1 meeting).

Construction Documents (95% Submittal) 1 Incorporate 65% comments and prepare 95% plans and specifications 2 Update project schedule and cost estimate 3 Receive 95% comments and make revisions 4 Attend design meeting with City staff (1 meeting).

Construction Documents (100% Submittal and Permit) 1 Incorporate 90% comments and prepare 100% plans and specifications 2 Attend design meeting with City staff (1 meeting)

SUBTOTAL FROM ABOVE

EXPENSES
MARKUP 15%
TOTAL B. FINAL DESIGN (THRU PERMIT)
C. BIDDING AND CONSTRUCTION SUPPORT
Bidding (Allowance basis) 1 Attend the Pre-Bid Meeting. (1 meeting) 2 Review and respond to Bidder questions. (includes 12) 3 Prepare Addenda content for issuance by City. (includes 2) 4 Assist City with its Bid Evaluation process.

Construction Support (Allowance basis) 1 Attend Pre-Construction Meeting. (assumes 1) 2 Review and respond to Contractor submittals. (includes 170) 3 Review and respond to Contactor RFI's. (includes 350) 4 Review and respond to Contactor PCO’s. (includes 10) 5 Issue Architectural Supplemental Instructions ASI. (includes 20) 6 Issue Proposal Requests. (includes 4) 7 Maintain Submittal, RFI, ASI and CCO logs. 8 Attend construction project progress meetings. (includes 65 meetings) 9 Conduct periodic site observations, issue field reports. (trips included above) 10 Conduct preliminary observation and issue Punch List. (includes 1 meeting) 11 Assist in preparation of Notice of Substantial Completion. 12 Declare project 100% complete. Issuance of Notice of Final Completion. Filing by City. 13 Assist in final close-out procedures, review & stamp record documents submitted by contractor. 14 Prepare CAD record drawings based on documents submitted by contractor. (NIC) 15 Allowance for communications not included above. City's IOR/ Construction Manager will be onsite handling day-to-day affairs of construction.

SUBTOTAL ALLOWANCE HOURS

EXPENSES
MARKUP 15%
SUBTOTAL, C. BIDDING AND CONSTRUCTION SUPPORT

SUBTOTAL PARTS A, B, AND C FROM ABOVE

SUBTOTAL ESTIMATED EXPENSES
MARKUP @ 15%

TOTAL FEE
% of Total
Fee
Total Fee,
rounded
Est. Hours Avg. Rate Cost Est. Hours Cost
(hrs.) ($/hr.) ($) (hrs.) ($) 0 $150 $0 134 $27,870 0 $150 $0 122 $25,160 0 $150 $0 150 $33,300 0 $150 $0 56 $12,280 8 $150 $1,200 64 $13,840 0 $150 $0 53 $11,800 0 $150 $0 446 $87,940 0 $150 $0 402 $80,500 0 $150 $0 1,230 $265,700 0 $150 $0 56 $14,520 0 $150 $0 56 $12,160 $150
0 $150 $0 24 $5,220 0 $150 $0 76 $16,140
35 $150 $5,250 3,428 $659,850
35 $150 $5,250 297 $56,430 0 $150 $0 152 $31,760 0 $150 $0 12 $2,580 0 $150 $0 84 $16,020 0 $150 $0 60 $11,880 0 $150 $0 240 $49,760 8 $150 $1,200 68 $14,140 0 $150 $0 68 $14,540 86 $150 $12,900 7,278 $1,463,390
$645 $71,919
$2,032 $117,966
$15,577 $1,653,274 35.6% $1,653,300
0 $150 $0 288 $52,000
40 $150 $6,000 100 $18,000
30 $150 $4,500 3,782 $716,216
30 $150 $4,500 54 $8,980 0 $150 $0 106 $20,340 0 $150 $0 172 $32,800 30 $150 $4,500 404 $72,780
12 $150 $1,800 86 $17,100
35 $150 $5,250 2,651 $503,752 0 $150 $0 84 $16,160
30 $150 $4,500 454 $80,920
12 $150 $1,800 72 $14,340
30 $150 $4,500 1,098 $210,672 8 $150 $1,200 64 $13,360
257 $150 $38,550 9,415 $1,777,420
$1,928 $87,871
$6,072 $132,865
$46,549 $1,998,156 43.0% $1,998,200
0 $150 $0 47 $9,930
16 $150 $2,400 150 $28,500 0 $150 $0 164 $29,740 0 $150 $0 32 $6,400 $150
0 $150 $0 50 $9,990 0 $150 $0 696 $137,696
24 $150 $3,600 1,106 $224,416 0 $150 $0 102 $19,600 0 $150 $0 196 $35,880 0 $150 $0 64 $11,480 0 $150 $0 164 $34,640 0 $150 $0 846 $177,400 32 $150 $4,800 336 $63,830 0 $150 $0 112 $21,780 0 $150 $0 14 $2,360 0 $150 0% 2 $440 0 $150 $0 136 $26,800 0 $150 $0 42 $5,370 0 $150 $0 230 $47,900 0 $0 72 $150 $10,800 4,489 $894,152
$540 $44,686
$1,701 $52,960
$13,0410 $991,797 21.4% $991,800
415 $150 $62,250 21,182 $4,134,962
$3,113 $204,475
$9,804 $303,790
$75,167 $4,643,227 100.0% $4,643,300

1.6% 100.0%
Interior Design & Furnishings TOTALS
(designTECH)
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-001
20273
Issue:

Project
Sheet _____ of _____
2/9/24

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

COVER SHEET
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2
3 4 A-601A

SHEET NUMBER

INTERIOR ELEVATION

ELEVATION
NUMBER
1 A-560
1 A-560
A1
A-301A
1 A-201A
ELEV. NUMBER

TRUE NORTH
SHT. NUMBER

SECTION
NUMBER
SHT. NUMBER
SHT.

NUMBER
DETAIL
NUMBER

BUILDING ELEVATION

INDICATOR

BUILDING SECTION

INDICATOR

NORTH INDICATOR

DETAIL INDICATOR

DOOR OPENING

GRID LINE INDICATOR
101A
A
N

GENERAL
SURVEY
CIVIL

LANDSCAPE

STRUCTURAL

ARCHITECTURAL SITE

ARCHITECTURAL
G-001
G-011
G-021
G-031
G-101
G-102
G-501
G-601
G-602
G-603
G-605
V-101
V-141
V-142
C-001
C-141
C-142
C-241
C-242
C-341
C-342
L-001
L-101
L-141
L-201
L-301
S1-001
S1-101
S1-102
S1-103
S1-104
S2-101
S2-102
S3-101
S3-102
A-011-E
A-011
A-011-PH1
A-011-PH2
A-041
A-042
A1-101
A1-102
A1-103
A1-104
A1-201
A1-202
A1-301
A1-302
A1-701
A1-702
A1-703
A1-704
A1-705
A1-706
A1-707
A1-708
A1-709
A1-710
A1-711
A2-101-E
A2-101-PH1
A2-101-PH2

COVER SHEET
FIRE LIFE SAFETY CODE ANALYSIS SITE PLAN, 1"=30'-0"
ZONING COMPLIANCE SITE PLAN, 1"=30'-0"
ACCESSIBILITY COMPLIANCE SITE PLAN, 1" = 30'-0"
FIRE LIFE SAFETY CODE ANALYSIS - CSC BUILDING, 1/16" = 1'-0" FIRE LIFE SAFETY CODE ANALYSIS - POLICE SERVICES BUILDING, & K-9 CANOPY BUILDING, 1/16" = 1'-0"

STANDARD ACCESSIBILITY DETAILS

CALGREEN CHECKLIST

PV SYSTEM CALCULATIONS
TOPOGRAPHIC & UTILITY SURVEY, 1"=30'
TOPOGRAPHIC & UTILITY SURVEY - NORTH, 1"=20'
TOPOGRAPHIC AND UTILITY SURVEY - SOUTH, 1"=20'

CIVIL GENERAL NOTES AND SYMBOLS
CIVIL DEMOLITION SITE PLAN - NORTH, 1"=20'
CIVIL DEMOLITION SITE PLAN - SOUTH, 1"=20'
CIVIL GRADING & PAVING SITE PLAN - NORTH, 1"=20'
CIVIL GRADING & PAVING SITE PLAN - SOUTH, 1"=20'
CIVIL UTILITY SITE PLAN - NORTH, 1"=20'
CIVIL UTILITY SITE PLAN - SOUTH, 1"=20'

LANDSCAPE NOTES AND LEGENDS

LANDSCAPE PLAN

LANDSCAPE ENLARGED PLANS

LANDSCAPE MATERIALS PALETTE

LANDSCAPE DETAILS

STRUCTURAL GENERAL NOTES & SYMBOLS
STRUCTURAL FOUNDATION PLAN & LEVEL 1 PLAN - CSC BUILDING, 1/8"=1'-0" STRUCTURAL LEVEL 2 FRAMING PLAN - CSC BUILDING, 1/8"=1'-0" STRUCTURAL LEVEL 3 FRAMING PLAN - CSC BUILDING, 1/8"=1'-0" STRUCTURAL ROOF FRAMING PLAN - CSC BUILDING, 1/8"=1'-0"

STRUCTURAL FOUNDATION & FLOOR PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0"
STRUCTURAL ROOF FRAMING PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0" STRUCTURAL FOUNDATION AND FIRST FLOOR PLAN - K-9 CANOPY BUILDING, VARIES
STRUCTURAL ROOF FRAMING PLAN - K-9 CANOPY BUILDING, 1/8"=1'-0" ARCHITECTURAL EXISTING SITE PLAN, 1" = 30'-0"
ARCHITECTURAL DEVELOPED SITE PLAN, 1" = 30'-0"
ARCHITECTURAL SITE PLAN, PHASE 1, 1" = 30'-0"
ARCHITECTURAL SITE PLAN, PHASE 2, 1" = 30'-0"
ARCHITECTURAL SITE PLAN - NORTH, 1" = 20'
ARCHITECTURAL SITE PLAN - SOUTH, 1" = 20'
ARCHITECTURAL LEVEL 1 PLAN - CSC BUILDING, 1/8" = 1'-0" ARCHITECTURAL LEVEL 2 PLAN - CSC BUILDING, 1/8" = 1'-0" ARCHITECTURAL LEVEL 3 PLAN - CSC BUILDING, 1/8" = 1'-0
ARCHITECTURAL ROOF PLAN - CSC BUILDING, 1/8" = 1'-0"
BUILDING ELEVATIONS - CSC BUILDING, 1/8"=1'-0"
BUILDING ELEVATIONS - CSC BUILDING, 1/8"=1'-0"
ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING, 1/8"=1'-0" ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING, 1/8"=1'-0"

RENDERING

ARCHITECTURAL EXISTING FIRST FLOOR PLAN - POLICE SERVICES BUILDING, 1/8" = 1'-0"
ARCHITECTURAL FLOOR PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0" ARCHITECTURAL FLOOR PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0"

MECHANICAL

PLUMBING

ELECTRICAL

SECURITY
A2-102
A2-141
A2-201
A3-101
A3-102
A3-141
A3-201
M-001
M1-101
M1-102
M1-103
M1-111
M1-112
M1-113
M1-114
M2-101
M2-111
M3-101
P-001
P-011
P1-101
P1-102
P1-103
P2-101-PH1
P3-101
E-001
E-011
E-012
E-041
E-042
E1-101
E1-102
E1-103
E1-104
E1-401
E1-402
E1-403
E2-101
E3-101
E-601
E-602
E-603
TY-001
TY-041
TY-042
ARCHITECTURAL ROOF PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0" ARCHITECTURAL FIRING RANGE, 1/8" =1'-0" W/MRF PHOTOS & DETAILS ARCHITECTURAL BUILDING ELEVATIONS, POLICE SERVICES BUILDING, 1/8" = 1'-0"
ARCHITECTURAL FLOOR PLAN - K-9 CANOPY BUILDING, 1/8"=1'-0" ARCHITECTURAL ROOF PLAN - CANOPY BUILDING, 1/8"=1'-0"
ARCHITECTURAL K-9 KENNEL BUILDING PLAN, 1/4"=1'-0"
ARCHITECTURAL BUILDING ELEVATIONS - K-9 CANOPY BUILDING, 1/8"=1'-0"

MECHANICAL GENERAL NOTES AND SYMBOLS
MECHANICAL ZONING LEVEL 1 PLAN - CSC BUILDING
MECHANICAL ZONING LEVEL 2 PLAN - CSC BUILDING
MECHANICAL ZONING LEVEL 3 PLAN - CSC BUILDING
MECHANICAL LEVEL 1 PLAN - CSC BUILDING
MECHANICAL LEVEL 2 PLAN - CSC BUILDING
MECHANICAL LEVEL 3 PLAN - CSC BUILDING

MECHANICAL ROOF PLAN - CSC BUILDING

MECHANICAL ZONING PLAN - POLICE SERVICES BUILDING

MECHANICAL PLAN - POLICE SERVICES BUILDING
MECHANICAL PLAN - K-9 CANOPY BUILDING

PLUMBING GENERAL NOTES AND SYMBOLS

PLUMBING SITE REFERENCE & PHASING PLAN
PLUMBING LEVEL 1 PLAN - CSC BUILDING
PLUMBING LEVEL 2 PLAN - CSC BUILDING
PLUMBING LEVEL 3 PLAN - CSC BUILDING

PLUMBING PLAN - POLICE SERVICES BUILDING
PLUMBING PLAN - K-9 CANOPY BUILDING

ELECTRICAL GENERAL NOTES AND SYMBOLS

ELECTRICAL SITE REFERENCE & PHASING PLAN

ELECTRICAL SITE DEMOLITION PLAN

ELECTRICAL SITE ENLARGED PLANS

ELECTRICAL SITE ENLARGED PLAN - GENERATOR YARD
ELECTRICAL LEVEL 1 PLAN - CSC BUILDING
ELECTRICAL LEVEL 2 PLAN - CSC BUILDING
ELECTRICAL LEVEL 3 PLAN - CSC BUILDING

ELECTRICAL ROOF PLAN - CSC BUILDING

ELECTRICAL ROOM ENLARGED PLANS - CSC BUILDING

ELECTRICAL IT ROOM ENLARGED PLANS - CSC BUILDING

ELECTRICAL TYPICAL FURNITURE LAYOUT DETAILS - CSC BUILDING

ELECTRICAL DEMOLITION PLAN - POLICE SERVICES BUILDING
ELECTRICAL DEMOLITION PLAN - K-9 CANOPY BUILDING

ELECTRICAL ONE-LINE POWER DIAGRAM

SECURITY ELECTRONICS LEGEND & SHEET INDEX

SECURITY ELECTRONICS SITE PLAN - NORTH

SECURITY ELECTRONICS SITE PLAN - SOUTH
N

PROJECT

LOCATION

V A L L E J O C O M M U N I T Y S A F E T Y C E N T E R

S C H E M A T I C D E S I G N S U B M I T T A L
1 1 1 A M A D O R S T R E E T V A L L E J O , C A 9 4 5 9 0 OWNER

CITY OF VALLEJO
Terrance Davis,
Assistant City Manager
555 Santa Clara Street
Vallejo, CA 94590
707-648-4301
[email protected]

ARCHITECT
INDIGO | HAMMOND + PLAYLE

ARCHITECTS, LLP
Bruce Playle, Architect of Record
Prescott Nichols, Project Architect
909 Fifth Street
Davis, CA 95616
530-750-0756
[email protected]

STRUCTURAL ENGINEERING
MIYAMOTO INTERNATIONAL, INC.

Lon Determan, Structural Engineer
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
916-373-1995 x818
[email protected]

ELECTRICAL/DATA/TELECOM
M. NEILS ENGINEERING, INC.

Jesse Bastian, Electrical Engineer
100 Howe Avenue, Suite 235N
Sacramento, CA 95825
916-923-4400
[email protected]

MECHANICAL ENGINEER

PETERS ENGINEERING
Sean Tichenor, Mechanical Engineer
7750 College Town Dr., Suite 101
Sacramento CA 95826
916-447-2841 ext.315
[email protected]

PROJECT DIRECTORY SHEET INDEX

LOCATION MAP
*

APPLICABLE CODES

CIVIL ENGINEERING

CUNNINGHAM ENGINEERING

CORPORATION
Steven Greenfield, Vice President
2940 Spafford Street, Suite 200
Davis, CA 95618
530-758-2026 ext.122
[email protected]

GEOTECHNICAL SERVICES
BSK Associates
Cristiano Melo, PE, GE
399 Lindbergh Avenue,
Livermore, CA 94551
925-315-3151 x110 I C: 925-765-9483
[email protected]

INTERIOR
designTECH Interior Design Services
Steve Jones, Principal
5520 Elvas Ave,
Sacramento, CA 95819
916-453-2888
[email protected]

LANDSCAPE ARCHITECTURE
GATES + ASSOCIATES
Melonie Reynolds, Associate Principal
1655 N. Main Street, Suite 365
Walnut Creek, CA 94596
925-736-8176 ext. 2004
[email protected]

SECURITY CONSULTING

GUIDEPOST SOLUTIONS LLC
Ray Kolodzieczak,
Senior Project Manager
G, 9521 Folsom Blvd, R-1 suite,
Sacramento, CA 95827
510-268-8373 I C: 510-301-8537
[email protected]

SCOPE OF WORK

GENERAL NOTES

1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF

AUTHORITIES HAVING JURISDICTION RELATED TO THE INSTALLATION AND

ASSOCIATED REQUIRED TESTS & INSPECTIONS PRIOR TO COVERING OR CONCEALING THESE MATERIALS.

2. FOR APPLICABLE CODE DATA AND PROJECT DATA INFORMATION SEE SHEETS G-101 & G-102.

3. FOR ADDITIONAL SUPPLEMENTARY INFORMATION SEE PROJECT MANUAL.

4. FOR SPECIFIC GREEN BUILDING REQ'MENTS & COMMISSIONING ACTIVITY REQUIREMENTS SEE PROJECT MANUAL & SHEETS G-601.

ABBREVIATIONS

SYMBOL LEGEND

CONSTRUCTION WILL COMPLY WITH THE FOLLOWING CODES AND

ORDINANCES AS AMENDED BY THE STATE OF CALIFORNIA AND LOCAL JURISDICTION.
2022 California Administrative Code, CCR, Title 24, Part I 2022 California Building Code, CCR, Title 24, Part 2 (2V) - CHAPTER 7A 2022 California Building Code, CCR, Title 24, Part 2 (2V) 2022 California Building Code, CCR, Title 14
2022 California Energy Code, CCR, Title 24, Part 6
2022 California Electrical Code (CEC), CCR, Title 24, Part 3 2022 California Mechanical Code (CMC), CCR, Title 24, Part 4 2022 California Plumbing Code (CPC), CCR, Title 24, Part 5 2022 California Fire Code, CCR, Title 24, Part 9
2022 California Green Building Standards Code
2022 California Referenced Standards, CCR, Title 24, Part 12 2022 Title 19 CCR, Public Safety, State Fire Marshal Regulations GEORGIA ST.

A
M
ADO
R ST.

MAINE ST.

YORK ST.

SOLANO AVE
YORK ST.

M
ONTEREY ST.

BENICIA RD

DEFERRED SUBMITTAL
THE WORK OF TH ARCHITECTURAL, CONT...IS CONTRACT INCLUDES PROVIDING ALL LABOR,

MATERIALS, EQUIPMENT, & SERVICES NECESSARY TO COMPLETELY RENOVATE THIS 5.4 ACRE SITE, INCLUDING: CONSTRUCT NEW 3-STORY

COMMUNITY SAFETY CENTER (CSC) BUILDING, RENOVATE EXISTING

PUBLIC WORKS MAINTENANCE BUILDING (PWMB) INTO A POLICE

SERVICES BLDG (PSB), RENOVATE EXISTING PAINT SHOP BUILDING AND PARKING CANOPY INTO A K-9 CANOPY BLDG (K9CAN), AND PROVIDE NEW LANDSCAPING, PARKING, SOLAR CANOPIES, AND A PUBLIC PLAZA. PSB TENANT IMPROVEMENTS (T.I.) SHALL BE PHASED TO ALLOW PUBLIC WORKS FLEET MAINTENANCE TO REMAIN IN OPERATION. SITEWORK

SHALL BE PHASED TO ALLOW EXISTING POLICE BUILDING AND SITE TO REMAIN IN OPERATION UNTIL CSC, PSB PHASE 1, AND K9CAN ARE COMPLETED. PSB & K9CAN STRUCTURES SHALL BE SEISMICALLY
UPGRADE IN PHASE 1. PHASE 1 SITEWORK SHALL ALSO INCLUDE

DEMOLITION OF THE EXISTING PW BUILDINGS ON MAINE STREET AND THE PAINT SHOP ANNEX. PHASE 2 PSB T.I. SHALL FOLLOW THE DEPARTURE OF FLEET MAINTENANCE. FOR BID PURPOSES, THIS SHALL COINCIDE WITH PHASE 2 SITEWORK. PHASE 2 SITEWORK SHALL INCLUDE DEMOLITION OF

THE EXISTING POLICE BUILDING AND SITE, WITH REGRADING AND IMPROVEMENTS SHOWN IN PLANS.

THE PROJECT BY HABITABLE BUILDING AREA:
• NEW COMMUNITY SAFETY CENTER BUILDING: 67,925 SF
• (E) PWMB T.I. -> POLICE SERVICES BLDG - PH 1: 12,000 SF • (E) PWMB T.I. -> POLICE SERVICES BLDG - PH 2: 7,400 SF • (E) PAINT SHOP T.I. -> K-9 BLDG: 1,700 SF
89,025 SF TOTAL
THE PROJECT BY SITE AREA:
• PHASE 1 SITE: 4.3 ACRES
• PHASE 2 SITE: 1.1 ACRES

5.4 ACRES TOTAL
A

ABV ABOVE

ACT ACOUSTICAL

CEILING TILE

ADD ADDITION

AFF ABOVE FINISH
FLOOR

ADMIN ADMINISTRATION

AGGR AGGREGATE

ADA ACCESSIBLE

AFF ABOVE FINISHED
FLOOR

AFG ABOVE FINISHED
GRADE

AG ABOVE GRADE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AD AREA DRAIN

AB ASPHALT BASE

ASPH ASPHALT

AV AUDIO/VISUAL
B

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BM BEAM

BO BOTTOM OF

BOW BOTTOM OF WALL

BTM BOTTOM
C

CA CALIFORNIA

CB CATCH BASIN

CBC CA BUILDING
CODE

CCR CA CODE OF

REGULATION'S

CD CONSTRUCTION

DOCUMENT

CIRC CIRCULATION

CIV CIVIL

CTR CENTER

CL CENTER LINE

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE

MASONRY UNIT

CONT CONTINUOUS

CONTRACTOR GENERAL

CONTRACTOR

CJ CONTROL JOINT

CORR CORRIDOR

CR CARD READER

CT CERAMIC TILE

CW COLD WATER
D

DBL DOUBLE

DG DECOMPOSED

GRANITE

DEG DEGREES

DEMO DEMOLITION

DIM DIMENSION

DTL DETAIL

DIA DIAMETER

DIV DIVISION

DN DOWN

DR DOOR

DRYVIT SAME A EIFS

DBL DOUBLE

DS DOWNSPOUT

DWG DRAWING
E
(E) EXISTING

EA EACH
E EAST

EL ELEVATION

ELEC ELECTRICAL

EIFS EXTERIOR

INSULATION AND

FINISH SYSTEM

EQ EQUAL

EQUIP EQUIPMENT

EXIST OR (E) EXISTING

EXT EXTERIOR
F

FA FIRE ALARM

FD FLOOR DRAIN

FF FINISH FLOOR

FE FIRE

EXTINGUISHER

FEC FIRE

EXTINGUISHER

CABINET

FSR FIRE SPRINKLER
RISER

FD FLOOR DRAIN

FT FIRE RETARDENT

TREATED
H

HB HOSE BIB

HC HOLLOW CORE

HD HOT DIPPED

HT HEIGHT

HDW HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HR HOUR

HSS STEEL PIPE / TUBE

SECTION

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTING

AND AIR

CONDITIONING

HW HOT WATER
I

ID INSIDE DIAMETER

IF INSIDE FACE

INC INCLUDING

INSUL INSULATION

INT INTERIOR
J

J-BOX JUNCTION BOX

JCT JUNCTION

JAN JANITOR
L

LAT LATERAL

LAV LAVATORY

LED LED LIGHTING

LFT LINEAR FEET

LIN LINEAR

LT LIGHT

LVL LAMINATED

VENEER LUMBER
M

MFR MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEP MECH ELEC
PLUMB

MFG MANUFACTURING

MFR MANUFACTURER

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONARY

OPENING

MTL METAL (STEEL)

MUL MULLION
N
(N) NEW

N NORTH

NFC NOT FOR

CONSTRUCTION

NO NUMBER

NOM NOMINAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE
O

OFF OFFICE

OC ON CENTER

OCEW ON CENTER EACH
WAY

OH OVERHEAD

OD OUTSIDE

DIAMETER

OPNG OPENING

OR OUTSIDE RADIUS
P

PART PARTITION

PR PAIR

PT POINT

PL PROPERTY LINE

PLUMB PLUMBING

SF SQUARE FEET

SSD SEE STRUCTURAL

DRAWINGS

SS STAINLESS STEEL

STD STANDARD

SFM STATE FIRE MARSHAL

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM
T

TB TUBE

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBR TO BE REMOVED

THK THICKNESS

THRES THRESHOLD

THRU THROUGH
TO TOP OF____

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONARY

TOS TOP OF SLAB

TRTD TREATED

TS TOP OF SLAB OR TUBE
STEEL

TYP TYPICAL
U

U UNFINISHED

UON UNLESS OTHERWISE NOTED
V

VB VAPOR BARRIER

VTR VENT THROUGH ROOF

VIF VERIFY IN FIELD

VERT VERTICAL
W

WC TOILET

WD WOOD

WD WINDOW

WT WEIGHT
W WEST

W/ WITH

W/O WITHOUT

WI WOOD INSTITUTE

PROJECT DATA

PROJECT ADDRESS
111 AMADOR ST.

VALLEJO, CA 94590

PARCEL NUMBER

LOT SIZE
235,861 SF (5.4 ACRES)

OCCUPANCY
A-3, B, S-1, & U

TYPE OF CONSTRUCTION
(E) POLICE SERVICES BUILDING - VB
(E) K-9 CANOPY BUILDING - VB

COMMUNITY SAFETY CENTER - VA

ALLOWABLE PROPOSED
AREA 235,861 SF 96,000 SF
STORY 3 3
HEIGHT 45' 40'
FLOOR

COMMUNITY SAFETY CENTER

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR
TOTAL
(E) POLICE SERVICES BUILDING
(E) K-9 CANOPY BUILDING
SF
26,285
23,640
18,000
67,925
19,400
9,550
G

GA GAGE OR GAUGE

GAL GALLON

GALV HOT DIPPED

GALVANIZED

GC GENERAL

CONTRACTOR

GFI GROUND FAULT

CIRCUIT

INTERRUPT

GL GLASS

GLB GLULAM BEAM

GYP BD GYPSUM BOARD

PREFIN PREFINISHED

PROP PROPERTY
R

RWL RAIN WATER LEADER

REINF REINFORCED

R RADIUS

REF REFERENCE

RD ROOF DRAIN

RO ROUGH OPENING

RM ROOM

RCP REFLECTED CEILING PLAN
S

SG SAFETY GLASS

SCD SEE CIVIL DRAWINGS

SCHED SCHEDULE

SEC SECURITY

SED SEE ELECTRICAL DRAWINGS

SHTG SHEATHING

SHT SHEET

SLD SEE LANDSCAPE DRAWINGS

SMD SEE MECHANICAL

DRAWINGS

SMS SHEET METAL SCREW

SIM SIMILAR

STC SOUND TRANSMISSION
CLASS

S SOUTH

SPD SEE PLUMBING DRAWINGS

SPEC SPECIFICATION

SQ SQUARE
N
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-011
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

FIRE LIFE SAFETY

CODE ANALYSIS

SITE PLAN,
1"=30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
23'
60'
30'
60'
30'
50'
48'
60'
60'30'
60'
10'

ASSUMED

RAIL ROAD

RIGHT OF WAY

ASSUMED

RAIL ROAD

RIGHT OF WAY

DISPATCH MODULAR BUILDING
1,440 SF 1-STORY

TYPE VB - FIRE SPRINKLERED CONSTRUCTION
(NOT A PART OF THIS PROJECT)
10 2
(E)
K9 CANOPY

BUILDING
(E)

POLICE SERVICES BUILDING

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
MATCH
LINE
MATCH
LINE

MIXED OCCUPANCY
A3, B, S1
TYPE VA - 3 STORY

SEPARATED OCCUPANCY

FULLY SPRINKLED
9 X X
SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

COMMUNITY SAFETY CENTER
67,925 SF 3-STORY

TYPE VA - FIRE SPRINKLERED

CONSTRUCTION
(SEE SHEET G-101)
K9 CANOPY BUILDING
9,550 SF 1-STORY

TYPE VB - FIRE SPRINKLERED

CONSTRUCTION
(SEE SHEET G-102)

POLICE SERVICES BUILDING
19,400 SF 1-STORY

TYPE VB - FIRE SPRINKLERED

CONSTRUCTION
(SEE SHEET G-102)

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
10 20 40 60
N
1 SCALE: 1" = 30'

FIRE LIFE SAFETY PLAN - SITE PLAN
SITE AREA - 235,861 SF / 5.4 ACRES
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-021
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN
ZONING

COMPLIANCE SITE
PLAN, 1"=30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
30'
235'
299'
435'
501'
505'
479'
112'
53'
59'
R 13'-9 1/4"
10 2
(E)
K9 CANOPY

BUILDING
NEW
240 SECURED PARKING,
21 VISITOR PARKING, &
20 STREET SIDE PARKING

INCLUDES

INCLUDES
(E) 6 SECURED,
NEW 5 SECURED,
& NEW 2 VISITOR,

CLEAN AIR/CARPOOL/EV

PARKING SPACES
(E)

POLICE SERVICES BUILDING

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
MATCH
LINE
MATCH
LINE

EGRESS PATH
EGRESS
PATH

EGRESS PATH
9 BUS
STOP

EXISTING
288 PARKING SPACES

INCLUDES
9 EV

PARKING SPACES
AREA - 19,400 SF
AREA - 1,700 SF
X X
18'
32'
44'
153'
SALLY
PORT
10'
FRONT

SETBACK
15'
REAR

SETBACK
10'
SIDE

SETBACK
30'
85'
90'

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
AREA - 65,965 SF

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
10 20 40 60
N
1 SCALE: 1" = 30'

ZONING COMPLIANCE PLAN
SITE AREA - 235,861 SF / 5.4 ACRES
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-031
20273
Issue:

Project
Sheet _____ of _____
2/9/24

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ACCESSIBILITY

COMPLIANCE SITE
PLAN, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
10 20 40 60
+33'
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+35'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

ACCESSIBLE

PATH OF
TRAVEL

BETWEEN BUILDINGS

ACCESSIBLE

ENTRY - PUBLIC

ACCESSIBLE
PARKING,TYP.
10 2
(E)
K9 CANOPY

BUILDING
(E)

POLICE SERVICES BUILDING

MAINE ST
A
M
A
D
O
R
S
T

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
MATCH
LINE
MATCH
LINE
240 SECURED PARKING,
21 VISITOR PARKING, &
20 STREET SIDE PARKING

INCLUDES
(E) 6 SECURED,
NEW 5 SECURED,
& NEW 2 VISITOR,

CLEAN AIR/CARPOOL/EV

PARKING SPACES
9 X 1:X
20 1:20

ACCESSIBLE
ENTRY

ACCESSIBLE

ENTRY - STAFF

PATH OF TRAVEL

TO SIDEWALK VIA

PUBLIC PLAZA
+33'
RAMP
1:12
1:20
1:20
SALLY
PORT
RAMP
1:12

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
RMD
RLD
NMU
RLD
RLD
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
N
1 SCALE: 1" = 30'

A CCESSIBILITY CO MPLIA NCE PLA N
SITE AREA - 235,861 SF / 5.4 ACRES
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-101
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

FIRE LIFE SAFETY

CODE ANALYSIS -

CSC BUILDING,
1/16" = 1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2
3 4
5 67
UP
24 RISERS (7")
W D
184'
E.A.T.D = 174'<300' C.O.P.D = 99'-6"<100'
C.O.P.D = 54'<100'
E.A.T.D = 150'<300' C.O.P.D = 52'<100'
E.A.T.D = 144'<300' C.O.P.D = 79'<100'
MIN. ALLOWABLE =240'/3 = 80'
ACTUAL = 184' > 80', OK

EXIT EXIT
EXIT
24 RISERS (6")
NOTE :

DETENTION AREA IS CONSIDERED

B OCCUPANCY
* TEMPORARY HOLDING FACILITIES WITH

NINE OR FEWER PERSONS UNDER

RESTRAINT MAY BE CLASSIFIED AS B

COMPLYING

1. MONITORED AUTOMATIC SPRINKLER
SYSTEM

2. AUTOMATIC FIRE ALARM SYSTEM

3. TYPE I, IIA, IIIA OR VA CONSTRUCTION
TYPE
[CBC 408.1.2.6]
1 2
3 4
5 6
7 UP
24 RISERS (7")
123
456
7 UP
24 RISERS (7")
1 2
3 4
5 6
7 UP24 RISERS (7")
MIN. ALLOWABLE =238'/3 = 79'3"
ACTUAL = 184' > 79'3", OK
E.A.T.D = 159'<300' C.O.P.D = 95'<100'
E.A.T.D = 158'<300' C.O.P.D = 98'<100'

EXIT EXIT
184'
24 RISERS (7")
1 2
3 4
5 6
7 UP24 RISERS (7")
184'
E.A.T.D = 150'<300' C.O.P.D = 62'<100'
E.A.T.D = 173'<300' C.O.P.D = 58'<100'
MIN. ALLOWABLE = 224'/3 = 74'
ACTUAL = 184' > 74', OK

EXIT EXIT

B OCCUPANCY
* INC. SMALL ASSEMBLY SPACES W/
O.L. LESS THAN 50 PEOPLE & 750SF
[CBC 303.1.2]

UNOCCUPIED SPACE
(I.E. EQUIPMENT ROOMS, MECH.

ROOMS, ETC.)
TYPE VA, FIRE SPRINKLERED WITH SEPARATED OCCUPANCIES.

CBC TABLE 601 & 602, TYPE VA, S

AREA BY OCCUPANCY
TABLE 506.2 & 601
TABLE 506.2

CONSTRUCTION TYPE

ALLOWABLE NUMBER OF STORIES & HEIGHTS
TOTAL GROSS FLOOR AREA BY OCCUPANCY:

OCCUPANCY TYPE LEGEND FIRE RESISTANCE RATING OF BLDG. ELEMENTS A-3 OCCUPANCY
43 3
LEGEND

MIXED-OCCUPANCY, MULTISTORY BUILDING
SM: BUILDINGS WITH 2 OR MORE STORIES ABOVE GRADE PLANE EQUIPPED TROUGHOUT

SPRINKLER SYSTEM
ALLOWABLE AREA FACTOR (CBC TABLE 506.2)
ALLOWABLE NUMBER OF STORIES (CBC TABLE 504.4)
ALLOWABLE BUILDING HEIGHT (CBC TABLE 504.3)

SPRINKLERED SYSTEM

OCCUPANCY CONSTRUCTION TABULAR ALLOWABLE STORIES HEIGHT GROUP TYPE AREA FACTOR (At)
A-3 VA 34,500 SF 3 70'
B VA 54,000 SF 4 70'
S-1 VA 42,000 SF 4 70'

OCCUPANCY A3 B S1
1ST FLOOR 5,190 20,535 190
2ND FLOOR 2,670 19,980 490
3RD FLOOR 1,025 16,770 235
TOTAL 8,885 57,285 915

AREA INFORMATION
TOTAL GROSS FLOOR AREA: 67,085 GSF - 3 STORY BUILDING

TOTAL BUILDING AREA
TABLE 504.4
ALLOWABLE AREA CALCULATION PER CBC 506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILIDNG Aa= [At + (NS X If)]
Aa = ALLOWABLE AREA
At = TABULAR ALLOWABLE AREA FACTOR (SM VALUE)FRONTAGE INCREASE FACTOR (If) NS = TABULAR ALLOWABLE AREA FACTOR FOR A NON SPRINKLED BUILDING REGARDLESS OF WHETHER THE BUILDING IS SPRINKLERED.

If = AREA FACTOR INCREASE DUE TO FRONTAGE AS PER TABLE 506.3.3 PERIMETER OF ENTIRE BUILDING = 758'
PERCENTAGE OF BUILDING PERIMETER FOR 30' OR MORE OPEN SPACE = 100% FRONTAGE INCREASE FACTOR BASED ON CBC TABLE 506.3.3
If = 0.75
506.2.4
S-1 OCCUPANCY

SEPARATED

OCCUPANCY TO B

COMMUNITY SAFETY CENTER
FLOOR AREA:
1ST FLOOR 25,915 SF
2ND FLOOR 23,140 SF
3RD FLOOR 18,030 SF
TOTAL 67,085 SF
TABLE 601
PRIMARY STRUCTURAL FRAME 1-HR
BEARING WALLS - EXTERIOR 1-HR
BEARING WALLS - INTERIOR 1-HR

NON-BEARING WALLS &
PARTITIONS, EXTERIOR (=,>30' FIRE SEPARATION) 0-HR [CBC 705.5]

NON-BEARING WALLS &
PARTITIONS, INTERIOR 0-HR
FLOOR CONSTRUCTION 1-HR
ROOF CONSTRUCTION 1-HR
SHAFT ENCLOSURES (CBC 713.4) 1-HR
CORRIDORS (CBC 1020.2) 0-HR
*W/ SPRINKLER SYSTEM
506.2.2 MIXED-OCCUPANCY BUILDINGS.

THE ALLOWABLE AREA OF EACH STORY OF A MIXED-OCCUPANCY BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF, SECTION 508.3.2 FOR NON SEPARATED OCCUPANCIES AND SECTION 508.4.2 FOR SEPARATED OCCUPANCIES.
508.4.2 ALLOWABLE BUILDING AREA.

IN EACH STORY THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING

AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1.

ACTUAL

STORIES
OK
ACTUAL
HEIGHT
OK
3 45'

INDIVIDUAL ROOM OCCUPANT LOAD

COMBINED OCCUPANT LOAD

OCCUPANT EGRESS PATH
E.A.T.D: EXIT ACCESS TRAVEL DISTANCE (300' MAX. W/ SPRINKLER SYSTEM) PER CBC 1017.2
EXIT ACCESS SEPARATION DISTANCE PER 1007.1.1 EXCEPTION 2. W/ SPRINKLER SYSTEM 1/3 DIAGONAL OF BUILDING
1-HOUR OCCUPANCY SEPARATION PER CBC TABLE 508.4 AND
SHAFT ENCLOSURE PER CBC 713.4
EXIT LUMINAIRE, SEE ELECT. DWGS.

BATTERY PACK EMERGENCY LIGHT FIXTURE,
SEE ELECT. DWGS.

C.P.O.T: COMMON PATH OF EGRESS TRAVEL (100' MAX. W/ SPRINKLER SYSTEM - B OCCUPANCY) PER CBC 1006.2.1
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
1 SCALE: 1/16" = 1'-0"
FIRE LIFE SAFETY PLAN - LEVEL 1
2 SCALE: 1/16" = 1'-0"
FIRE LIFE SAFETY PLAN - LEVEL 2
3 SCALE: 1/16" = 1'-0"
FIRE LIFE SAFETY PLAN - LEVEL 3
NOTE:

FLOOR PALN LAYOUT &

OCCUPANCY DESIGNATIONS MAY

VARY FROM FINAL SD PLANS AND
WILL BE UPDATED IN DD SET / 35%

CD PHASE
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-102
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

FIRE LIFE SAFETY

CODE ANALYSIS -

POLICE SERVICES
BUILDING, & K-9

CANOPY BUILDING,
1/16" = 1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
91'
E.A.T.D = 108'<300' C.O.P.D = 57'<100'
E.A.T.D = 104'<300' C.O.P.D = 39'<100'
E.A.T.D = 65'<300'
MIN. ALLOWABLE =254'/3 = 84'6"
ACTUAL = 91' > 84'6", OK
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD
20'
MIN. ALLOWABLE =58'/3 = 19'3"
ACTUAL = 20' > 19'3", OK

1. EXISTING HANDRAILS: PER CBC CA PART 10, SECTION 503, EXCEPTION 2 EXISTING HANDRAILS OTHERWISE REQUIRED TO COMPLY WITH SECTION 1011.11 OF THE CBC SHALL NOT BE REQUIRED TO COMPLY WITH THE REQIUREMENTS OF SECTION 1014.6 REGARDING

FULL EXTENSION OF THE HANDRAILS WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATION.

EXISTING BUILDING ALTERATION NOTES

B OCCUPANCY
* INC. SMALL ASSEMBLY
SPACES W/ O.L. LESS THAN
50 PEOPLE & 750SF [CBC
303.1.2]
CBC TABLE 601 & 602, TYPE VB, S AREA BY OCCUPANCY
TABLE 506.2 & 601
TABLE 506.2

CONSTRUCTION TYPE

ALLOWABLE NUMBER OF STORIES & HEIGHTS
TOTAL GROSS FLOOR AREA BY OCCUPANCY:

FIRE RESISTANCE RATING OF BLDG. ELEMENTS

OCCUPANCY TYPE LEGEND
A-3 OCCUPANCY
43 3
LEGEND

MIXED-OCCUPANCY, ONE STORY BUILDING
S1: BUILDINGS WITH ONE STORIES ABOVE GRADE PLANE EQUIPPED TROUGHOUT

SPRINKLER SYSTEM
ALLOWABLE AREA FACTOR (CBC TABLE 506.2)
ALLOWABLE NUMBER OF STORIES (CBC TABLE 504.4)
ALLOWABLE BUILDING HEIGHT (CBC TABLE 504.3)

SPRINKLERED SYSTEM

OCCUPANCY CONSTRUCTION TABULAR ALLOWABLE STORIES HEIGHT GROUP TYPE AREA FACTOR (At)
A-3 VB 62,000 SF 2 60
B VB 36,000 SF 3 60
S-1 VB 36,000 SF 2 60

OCCUPANCY A3 B S1
1ST FLOOR 640 10,610 8,150

AREA INFORMATION
TOTAL GROSS FLOOR AREA: 19,400 GSF - 1 STORY BUILDING

TOTAL BUILDING AREA
TABLE 504.4
506.2.4
S-1 OCCUPANCY

NON SEPARATED

OCCUPANCY TO B

POLICE SERVICES BUILDING
ACCESSIBLE PATH OF TRAVEL UPGRADES:

PER CBC SECTION 11B-202.1, AN ACCESSIBLE PATH OF TRAVEL TO THE AREA OF ALTERATION WILL BE PROVIDED INCLUDING:

1. A PRIMARY ENTRANCE TO THE THE BUILDING (MAIN STAFF ENTRY).

2. TOILET FACILITIES SERVING THE AREA,

3. DRINKING FOUNTAINS SERVING THE AREA,

4. PUBLIC TELEPHONES SERVING THE AREA, AND

5. SIGNAGE ALONG P.O.T

ACCESSIBLE PATH OF TRAVEL UPGRADES
506.2.2 MIXED-OCCUPANCY BUILDINGS

THE ALLOWABLE AREA OF EACH STORY OF A MIXED-OCCUPANCY BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF, SECTION 508.3.2 FOR NONSEPARATED OCCUPANCIES AND SECTION 508.4.2 FOR SEPARATED OCCUPANCIES. 508.3.2 ALLOWABLE BUILDING AREA

THE ALLOWABLE BUILDING AREA, HEIGHT AND NUMBER OF STORIES OF THE BUILDING OR

PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCE FOR THE

OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 503.1
TABLE 601
TYPE VB, FIRE SPRINKLERED WITH NON SEPARATED OCCUPANCIES.

PRIMARY STRUCTURAL FRAME 0-HR
BEARING WALLS - EXTERIOR 0-HR
BEARING WALLS - INTERIOR 0-HR

NON-BEARING WALLS &
PARTITIONS, EXTERIOR (=,>30' FIRE SEPARATION) 0-HR [CBC 705.5]

NON-BEARING WALLS &
PARTITIONS, INTERIOR 0-HR
FLOOR CONSTRUCTION 0-HR
ROOF CONSTRUCTION 0-HR
CORRIDORS (CBC 1020.2) 0-HR
*W/ SPRINKLER SYSTEM
ACTUAL

STORIES
OK
ACTUAL
HEIGHT
OK
1 30'-7"

INDIVIDUAL ROOM OCCUPANT LOAD

COMBINED OCCUPANT LOAD

BATTERY PACK EMERGENCY LIGHT FIXTURE,
SEE ELECT. DWGS.

C.P.O.T: COMMON PATH OF EGRESS TRAVEL (100' MAX. W/ SPRINKLER SYSTEM - B OCCUPANCY) PER CBC 1006.2.1

FULL EXTENSION OF THE HANDRAILS WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATION.

EXISTING BUILDING ALTERATION NOTES

B OCCUPANCY
CBC TABLE 601 & 602, TYPE VB, S
PRIMARY STRUCTURAL FRAME 0-HR
BEARING WALLS - EXTERIOR 0-HR
BEARING WALLS - INTERIOR 0-HR

NON-BEARING WALLS &
PARTITIONS, EXTERIOR (=,>30' FIRE SEPARATION) 0-HR [CBC 705.5]

NON-BEARING WALLS &
PARTITIONS, INTERIOR 0-HR
FLOOR CONSTRUCTION 0-HR
ROOF CONSTRUCTION 0-HR
CORRIDORS (CBC 1020.2) 0-HR
*W/ SPRINKLER SYSTEM

AREA BY OCCUPANCY
TABLE 506.2 & 601
TABLE 506.2

CONSTRUCTION TYPE

ALLOWABLE NUMBER OF STORIES & HEIGHTS
TOTAL GROSS FLOOR AREA BY OCCUPANCY:

FIRE RESISTANCE RATING OF BLDG. ELEMENTS

OCCUPANCY TYPE LEGEND

U OCCUPANCY
43 3
LEGEND

MIXED-OCCUPANCY, ONE STORY BUILDING
S1: BUILDINGS WITH ONE STORIES ABOVE GRADE PLANE EQUIPPED TROUGHOUT

SPRINKLER SYSTEM
ALLOWABLE AREA FACTOR (CBC TABLE 506.2)
ALLOWABLE NUMBER OF STORIES (CBC TABLE 504.4)
ALLOWABLE BUILDING HEIGHT (CBC TABLE 504.3)

SPRINKLERED SYSTEM

OCCUPANCY CONSTRUCTION TABULAR ALLOWABLE STORIES HEIGHT GROUP TYPE AREA FACTOR (At)
B VB 36,000 SF 3 60
U VB 22,000 SF 2 60

OCCUPANCY B U
1ST FLOOR 2,575 6,940

AREA INFORMATION
TOTAL GROSS FLOOR AREA: 9,515 GSF - 1 STORY BUILDING

TOTAL BUILDING AREA
TABLE 504.4
506.2.4
K-9 CANOPY BUILDING
506.2.2 Mixed-Occupancy Buildings
The allowable area of each story of a mixed-occupancy building shall be determined in accordance with the applicable provisions of, Section 508.3.2 for nonseparated occupancies and Section 508.4.2 for separated occupancies.
508.3.2 Allowable Building Area
The allowable building area, height and number of stories of the building or portion thereof shall be based on the most restrictive allowance for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1
TABLE 601
TYPE VB, FIRE SPRINKLERED WITH NON SEPARATED OCCUPANCIES.

ACTUAL

STORIES
OK
ACTUAL
HEIGHT
OK
1 18'-6"

INDIVIDUAL ROOM OCCUPANT LOAD

COMBINED OCCUPANT LOAD

BATTERY PACK EMERGENCY LIGHT FIXTURE, SEE ELECT. DWGS.

C.P.O.T: COMMON PATH OF EGRESS TRAVEL (100' MAX. W/ SPRINKLER SYSTEM - B OCCUPANCY) PER CBC 1006.2.1
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
1 SCALE: 1/16" = 1'-0"

FIRE & LIFE SAFETY PLAN - PSB
2 SCALE: 1/16" = 1'-0"
FIRE & LIFE SAFETY PLAN - K-9 CANOPY BUILDING
NOTE:

FLOOR PALN LAYOUT &

OCCUPANCY DESIGNATIONS MAY

VARY FROM FINAL SD PLANS AND
WILL BE UPDATED IN DD SET / 35%

CD PHASE
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-501
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

STANDARD

ACCESSIBILITY

DETAILS
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1/4"
MAX. 1/4"
1/4" 1/4"
WIDTH VARIES; SEE SPEC.
10" MIN.; SEE DOOR SCHED.
7/16" MAX.

BOTTOM RAIL/ KICKPLATE OF DOOR;

UNINTERRUPTED DURABLE SURFACE
GEOMETRY VARIES; SEE SPEC
GLAZING (WHERE OCCURS);

SEE DOOR SCHEDULE

DIRECTION

OF SWING
2 1
60"
17"-19"
36" MIN.
24"
54" MIN. 32"
2'-10"
59" MIN. @ FLR MTD WC
56" MIN @ WALL MTD WC
24"
MIN.
12"
MIN.
12" MAX.
36" MIN.

WHEN DOOR SWINGS IN
42" MIN. GRAB BAR

FLUSH ACTIVATOR

ON WIDE SIDE
36" MIN. GRAB BAR
B3
MIN
MIN. CLR
MIN

MIN CLR
MIN
G-50119" MIN
54" MIN
24" MIN
40" MAX HEIGHT
12"
MAX
7"-9"
33" - 36"
36" MIN GRAB BAR
42" MIN GRAB BAR

FINISH FLOOR

COMBINATION UNIT

TO HIGHEST

OPERABLE PART

ELEVATION
1'-5"
MAX
3'-8"
30" MIN
T.O. SEAT
17"-19"
19" MIN TO
OUTLET
19" MIN TO

OPENING
7"MIN
9" MAX.
24"MIN.
36" MIN 42" MIN.
44"
MAX
2'-9"
24"
MIN
12"
MIN.
33"-36"
29" MIN.
48" MAX.
40" MAX.

A.F.F
TO ALL

OPERABLE
PARTS

CONTROL TO BE

INSTALLED ON

WIDE SIDE OF

WATER CLOSET
AREA
URINAL W/ 14" MIN

PROJECTED RIM
1 1/2" SS
GRAB BARS TYP.

TISSUE

DISPENSER

SANITARY
NAPKIN

DISPOSAL
CLR.

WATER CLOSET URINAL
NOTE:

1. SEE CBC 11B-604 FOR ADDITIONAL TOILET

ROOM REQUIREMENTS
CL
CL
34" MAX / 29" MIN TO

HIGHEST PART / BOTTOM OF
WORK SURFACE;
48" MAX TO HIGHEST

OPERABLE PART

PAPER TOWER

DISPENSER
WASTE

RECEPTACLE
BABY

CHANGING

STATION

SANITARY
NAPKIN
WASTE

RECEPTCLE
SEAT
COVER

DISPENSER
MIRROR
O/ LAV
SOAP

DISPENSER
HAND
DRYER
60" MIN. DIA. CLR.
12" MAX.
28" MIN.
60" MIN. CLR.
17"-19"
18" MIN.
54" MIN.
18" MIN.
48" MIN. CLR.
56" MIN. CLR.

FLUSH

ACTIVATOR

ON WIDE
SIDE

OVERLAP
REAR WALL TO C.L. OF GRAB BAR

FRONT OF TOILET

TO FRONT END OF

GRAB BAR
A4
24" MIN.
1 1/2"

BACKING PLATE

WALL FINISH
GRAB BAR 1-1/2"

OUTSIDE DIAMETER

SCREWS INTO

FRAMING

STUD FRAMING
NOTE: GRAB BAR ANCHORAGE TO SUPPORT 250 LBS IN ANY DIRECTION. 15" MIN
5" MAX
8"
MIN
27" MIN
9" MIN
36" MAX
SPOUT
38"-43"
SPOUT
16"
MIN
6"
MAX
16"
MIN
18"
MIN
48" MIN CLR
15"
MIN
CLR
15"
MIN
CLR

EXTEND BARRIER
5/8" BEYOND

EDGE OF FOUNTAIN
16"
MIN
PROVIDE PROTECTION:

EITHER LOCATE IN ALCOVE

OR PROVIDE WING WALLS

OR RAILINGS

CL
FOR

STANDING

PERSONS
FOR
ALL

PERSONS
CL CL

DRINKING FOUNTAIN(S)
(WITH OR W/OUT WATER BOTTLE STATION)
CL
A
ELEVATION A SECTION 1 PLAN
1 1
PLAN
SECTION "A"
A
36" DEPTH MIN.

IN DIRECTION OF TRAVEL
NOTE:

1. CONTRACTOR IS

RESPONSIBLE TO ENSURE

TACTILE & DETECTABLE

WARNING SUFACE TILES ARE

INSTALLED TO SATISFY THE

REQUIREMENTS OF THE

LATEST EDITION OF THE CBC

2.35" APART
PER CBC FIG. 11B-705.1

0.9" BASE DIAM.
& 0.45" TOP DIAM.

TAPERED EDGES

WHERE EXPOSED

0.2" HEIGHT
9"*
6"*
29" MIN.
27" MIN.
34" MAX.
8"
17" MIN.
17" MIN.
18" MIN.
6" MAX
30" MIN.
48" MIN.

A
-
MIN

TO BOTTOM OF
APRON
TO POINT 8" BACK

FROM FRONT EDGE
MIN. MAX.
*IF A MIN. OF 9" IN VERTICAL TOE

CLEARANCE IS PROVIDED, A
MAX. OF 6" OF THE 48" OF CLR.

FLOOR SPACE REQUIRED AT A

FIXTURE MAY EXTEND INTO
HORIZONTAL TOE CLEARANCE.
(SEE PLAN)
CLR. FLOOR
SPACE

ELEVATION A
30" MIN.
60" MIN.
15"-16"
22"-23"
36" MIN.
27" MAX. 17" MIN. - 19" MAX
6"
MAX
6"
MAX
3 1/4"

FLOOR DRAIN

GRAB BARS

SHOWER CURTAIN

ASSEMBLY
2% MAX SURFACE SLOPE

OPERABLE PARTS OF THE

SHOWER SPRAY UNIT
1/2" MAX.

THRESHOLD

G-501
D4

FOLDING
SEAT

CLEAR SPACE

FACE OF FINISH

FACE OF FINISH
CL
6" MAX.
33" TO 36"
17" MIN. - 19" MAX
27" MAX.
39" TO 41"
48" MAX
27" MAX.
19" MIN.
- CONTROLS &

HOSE MOUNTING

BRACKET

FOLDING

SHOWER SEAT

FINISH FLOOR
'L' SHAPED GRAB

BAR ON WALL

ADJACENT AND

OPPOSITE

SHOWER SEAT

COVED BASE
1" MIN TO 1-1/2" MAX
60" MIN LENGTH

FLEXIBLE

SPRAYER

CONTROL AREA

TOP OF MOUNTING BRACKET

CENTER OF CONTROLS
L
C
L
C NOTE:

INSTALL PER CBC
FIGURE 11B-608.5.2
17" MIN.
1"
22" MIN.

DESCRIPTION:

STANDARD PARKING SIGN TO MOUNT ON 2" sq. GALV. STL. POST.

NOTES:
1- ALL LOCATIONS TO BE VERIFIED PRIOR TO INSTALLATION,
FIELD VERIFY TO CHECK FOR ADA CLEANCE AND UTILITIES.
2- INSTALL ACCESSIBILITY SIGNS AS REQUIRED PER 2022 CBC, SECTION 11B-502.8 "ADDITIONAL SIGNAGE".

UNAUTHORIZED VEHICLES

NOT DISPLAYING

DISTINGUISHING PLACARDS

OR SPECIAL LICENSE PLATES

ISSUED FOR PERSONS

WITH DISABILITIES WILL BE

TOWED AWAY AT
OWNER'S EXPENSE. TOWED

VEHICLES MAY BE

RECLAIMED AT

XXXXXXX
XXXXX

OR BY TELEPHONING

XXX-XXX-XXXX

UNAUTHORIZED VEHICLES

NOT DISPLAYING

DISTINGUISHING PLACARDS

OR SPECIAL LICENSE PLATES

ISSUED FOR PERSONS

WITH DISABILITIES WILL BE

TOWED AWAY AT
OWNER'S EXPENSE. TOWED

VEHICLES MAY BE

RECLAIMED AT

XXXXXXX

XXXXXXXXXXXX

OR BY TELEPHONING

XXX-XXX-XXXX
42"

BLUE ON
WHITE
WHERE

REQUIRED
1/2" RADIUS, TYP
$250

MINIMUM FINE
DESCRIPTION:

STANDARD ACCESSIBLE PARKING SIGN
TO MOUNT ON 2" sq. POST
NOTES:
1- ALL SIGN LOCATIONS TO BE VERIFIED

PRIOR TO INSTALLATION, FIELD VERIFY

TO CHECK FOR ADA CLEARANCE AND

UTILITIES
2- INSTALL ACCESSIBLE PARKING SIGN PER
2022 CBC SECTION 11B-502.6
VAN

ACCESSIBLE
VAN

ACCESSIBLE
80"
MIN.

PARKING
ONLY
3'-0" MIN.
3'-0" MIN.

WHITE PAINT SYMBOL TYP

WHITE PAINT BORDER, TYP
BLUE PAINT BACKGROUND; THE BLUE SHALL BE
COLOR NO. 15090 IN FEDERAL STANDARD 595C.

NOTES

1. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY MUST BE A MAX OF 6" FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES

PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER

AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH A2 SCALE: 3" = 1'-0"

DOOR THRESHOLD
0 3'' 6'' 9'' A3 SCALE: 1/2" = 1'-0"

ACCESSIBLE TOILET STALL - PLAN
0 1' 2' 4'
B3 SCALE: 1/2" = 1'-0"

ACCESSIBLE TOILET STALL - PLAN
0 1' 2' 4'
A4 SCALE: 1/4" = 1'-0"

TYPICAL MOUNTING HEIGHTS
0 2' 4' 8'
B2 SCALE: 1/2" = 1'-0"

ACCESSIBLE TOILET ROOM
0 1' 2' 4'
C2 SCALE: 3" = 1'-0"

GRAB BAR MOUNTING
0 3'' 6'' 9'' C3 SCALE: 1/2" = 1'-0"

ACCESSIBLE DRINKING FOUNTAIN
0 1' 2' 4'
D2 SCALE: 3/4" = 1'-0"

TRUNCATED DOMES
0 1' 2' 3' D3 SCALE: 1/2" = 1'-0"
CLEARANCES @ ACCESSIBLE LAV
0 1' 2' 4'
C4 SCALE: 1/2" = 1'-0"

ACCESSIBLE SHOWER
0 1' 2' 4'
D4 SCALE: 1/2" = 1'-0"

ACCESSIBLE SHOWER
0 1' 2' 4'
C1 SCALE: 1/2" = 1'-0"

SITE ENTRANCE SIGN
0 1' 2' 4'
B1 SCALE: 1/2" = 1'-0"

ACCESSIBLE PARKING SIGN
0 1' 2' 4'
D1 SCALE: 1/2" = 1'-0"

ACCESSIBLE PAVEMENT SIGNAGE
0 1' 2' 4'
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-601
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

CALGREEN

CHECKLIST
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL

5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.

DIVISION 5.1 PLANNING AND DESIGN
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y
SECTION 5.102 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire.

LOW-EMITTING AND FUEL EFFICIENT VEHICLES.

Eligible vehicles are limited to the following:

1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D.

NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.

Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:

5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.

5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.

1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.

2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.

DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL

5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.

DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL

5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance.

SECTION 5.302 DEFINITIONS

5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape.

FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks.

METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable.

GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.

RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.

SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).

5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section

5.106.5.3.1 EV capable spaces.
[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements:

1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces.

2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.

3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space.

4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details.

ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
N New

5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.

5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.

5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections

5.106.4.2.1 and 5.106.4.2.2

5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.

5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2

5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.

5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.

Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.

A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:

Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.

5.106.5.3.3 Use of automatic load management systems (ALMS).

ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section

5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.

5.106.5.3.4 Accessible EVCS.

When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.

Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows:

5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces.
[N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following:

1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE.

2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table

5.106.5.4.1

3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles.

4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table

5.106.5.4.1.

TABLE 5.106.5.3.1

TOTAL NUMBER OF ACTUAL

PARKING SPACES

NUMBER OF REQUIRED EV

CAPABLE SPACES

NUMBER OF EVCS (EV

CAPABLE SPACES
PROVIDED WITH EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20% of total¹ 25% of EV capable spaces¹

5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following:

1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and

2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);

3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and

4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.

Exceptions: [N]

1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.

5. Luminaires with less than 6,200 initial luminaire lumens.

TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1

LIGHTING
ZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3 Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is

0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.

Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).

The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.

Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.

Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.

N/A Y N/A

1. Where there is insufficient electrical supply.

2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2.

5.106.5.3.2 Electric vehicle charging stations (EVCS)
EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table

5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided.

One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger.

The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.

Y N/A Y N/A
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.

PARTY
RESPON.

PARTY

5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line.

Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating.

5.106.8.2 Facing-Glare.

For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table

5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere.

Note: [N]

1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.

2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B.

3. Refer to the California Building Code for requirements for additions and alterations.

5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales.

2. Water collection and disposal systems.

3. French drains.

4. Water retention gardens.

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6.

5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years.

Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.

Exceptions: Playfields for organized sport activity are not included in the total area calculation.

5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

Exceptions:

1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

2. Designated and marked play areas of organized sport activity are not included in the total area calculation.

TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)

NUMBER OF

OFF-STREET

LOADING SPACES

ADDITIONAL

CAPACITY

REQUIRED (KVA)

FOR RACEWAY &

BUSWAY AND

TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G1 G2 G3 G4

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G1 G1 G2

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G1 G1

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G0 G1

1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code.

2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.

3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-602
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

CALGREEN

CHECKLIST
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.

2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.

Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL

5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.

SECTION 5.502 DEFINITIONS

5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.

A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 32 0 Fahrenheit.

COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).

Note: See CCR, Title 17, Section 93120.1.

DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).

DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.

ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.

Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included.

ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.

ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest.

EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.

FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.

GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.

GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.

HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.

LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O
3 /g ROC).

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

PSIG. Pounds per square inch, guage.

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

SCHRADER ACCESS VALVES. Access fittings with a valve core installed.

SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.

SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.

VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.503 FIREPLACES

5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.

5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.

SECTION 5.504 POLLUTANT CONTROL

5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.

5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:

1. Environmental and sustainability goals.

2. Building sustainable goals.

3. Indoor environmental quality requirements.

4. Project program, including facility functions and hours of operation, and need for after hours operation.

5. Equipment and systems expectations.

6. Building occupant and operation and maintenance (O&M) personnel expectations.

5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse system.

5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:

1. General project information.

2. Commissioning goals.

3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.

4. Commissioning team information.

5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.

5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.

5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.

5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.

5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse systems.

5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.

5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:

1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS

5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.

5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.

Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.

5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).

Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.

4. Major systems.

5. Site equipment inventory and maintenance notes.

6. A copy of verifications required by the enforcing agency or this code.

7. Other resources and documentation, if applicable.

5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:

1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).

2. Review and demonstration of servicing/preventive maintenance.

3. Review of the information in the Systems Manual.

4. Review of the record drawings on the system/equipment.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

SECTION 5.304 OUTDOOR WATER USE

5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

Notes:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.

2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.

5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter

2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.

Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.

5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.

5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.

5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.

Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.

5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code.

Y N/A
SECTION 5.402 DEFINITIONS

5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.

BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.

ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.

TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT

5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.

5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.

5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.

5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:

5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:

1. An installed awning at least 4 feet in depth.

2. The door is protected by a roof overhang at least 4 feet in depth.

3. The door is recessed at least 4 feet.

4. Other methods which provide equivalent protection.

5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements.

Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections

5.410.2 through 5.410.2.6 shall apply.

Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:

1. Owner’s or Owner representative’s project requirements.

2. Basis of design.

3. Commissioning measures shown in the construction documents.

4. Commissioning plan.

5. Functional performance testing.

6. Documentation and training.

7. Commissioning report.

Exceptions:

1. Unconditioned warehouses of any size.

2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.

3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.

4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.

Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.

Informational Notes:

1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.

2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.

5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.

5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.

RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

5.303.3.4 Faucets and fountains.

5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].

5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.

5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-603
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

CALGREEN

CHECKLIST
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - CONT.

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:

CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements:

1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.

2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.

3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm.

4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration.

5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.

6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years.

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:

1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.

2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.7.1 Verification of compliance.

Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.

5.504.4.8 Acoustical ceiling and wall panels.

Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs.

5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems.

All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-605
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

PV SYSTEM

CALCULATIONS
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
10 DRAFT
2 9

MAINE ST

AMADOR ST

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
X

COMMUNITY
SAFETY
CENTER
67,925 SF

POLICE SERVICES BUILDING
19,400 SF
K-9 BLDG
1,700 SF
K-9 CANOPY
7,850 SF

CARPORT A
1,880 SF

CARPORT B
2,585 SF

CARPORT C
2,600 SF

CARPORT D
3,430 SF

CARPORT E
1,390SF

CARPORT F
1,390SF
NMU
RLD
RLD
RLD
RLD

DESCRIPTION VALUE UNIT
PV PANEL TYPE Fixed on 10 degree roof slope
PV PANEL SIZE (72-cell) 39"x78" 21 SF
WATTS/SF 17 w/SF
ANNUAL PRODUCTION 22 kW/SF/year
GROSS INSTALL COST PER KW $ $/kW 2,600
GROSS INSTALL COST PER SF $ 45 $/SF
COMMUNITY SAFETY CENTER BUILDING TARGET EUI CBECS EST. 18.7 EUI 11 kWh/SF/year POLICE SERVICE BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year K-9 CANOPY BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year 1 ESTIMATE BUILDING AREA 19,400 SF
2 ESTIMATED PV AREA ON ROOF PV Plan Area x 102% slope factor 8,976 SF MAX PV SYSTEM RATING (PV Area [SF] x 17 [w/SF] )/ 1,000 152.6 Kw 3 ANNUAL POWER PRODUCTION PV Area [SF] x Annual Prod. [kWh/SF] 197,472 kWh 4 ENERGY UTILIZATION INTENSITY (EUI) & ZNE
EUI PROVIDED BY PV SYSTEM Annual Power Prod. [kWh] / Bldg.Area [SF] / 1.10 9.25 kWh/SF/year EUI DEMAND FOR BUILDINGS TARGET Estimated Target EUI 10 kWh/SF/year PERCENTAGE OF ZNE, THIS BLDG ONLY EUI Provided by PV / EUI Required for Bldg. 92.54 % 5 PV SYSTEM COST $/PV AREA PV Area [SF] x $45 [$/SF] 403,920 $ PV SYSTEM COST $/Kw PV rating [Kw] x install cost/kW [$/Kw] $ 396,739

PRELIMINARY PV ANALYSIS

POLICE SERVICE BUILDING

ASSUMPTIONS

ESTIMATED ENERGY UTILIZATION INTENSITY (EUI) DEMAND

TOTAL CAPACITY OF ROOF

DESCRIPTION VALUE UNIT
PV PANEL TYPE Ballasted. 10 degree altitude on flat roof PV PANEL SIZE (72-cell) 39"x78" 21 SF
WATTS/SF 22 w/SF
ANNUAL PRODUCTION 22 kW/SF/year
GROSS INSTALL COST PER KW $ $/kWh 2,600
GROSS INSTALL COST PER SF $ 45 $/SF
COMMUNITY SAFETY CENTER BUILDING TARGET EUI CBECS EST. 18.7 EUI 11 kWh/SF/year POLICE SERVICE BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year K-9 CANOPY BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year 1 ESTIMATE BUILDING AREA 65,965 SF
2 ESTIMATED PV AREA ON ROOF PV Plan Area x 102% slope factor 8,247 SF MAX PV SYSTEM RATING (PV Area [SF] x 22 [w/SF] )/ 1,000 181.4 Kw 3 ANNUAL POWER PRODUCTION PV Area [SF] x Annual Prod. [kWh/SF] 181,427 kWh 4 EUI PROVIDED BY PV SYSTEM Annual Power Prod. [kWh] / Bldg.Area [SF] / 1.10 2.50 kWh/SF/year EUI DEMAND FOR BUILDINGS TARGET Estimated Target EUI 11 kWh/SF/year PERCENTAGE OF ZNE, THIS BLDG ONLY EUI Provided by PV / EUI Required for Bldg. 22.73 % 5 PV SYSTEM COST $/PV AREA PV Area [SF] x $45 371,102 $ PV SYSTEM COST $/Kw PV rating [Kw] x install cost/Kw [$/Kw] $ 471,711 NOTE: COMMERCIAL BUILDINGS ENERGY CONSUMPTION SURVEY (CBEC)

PRELIMINARY PV ANALYSIS

COMMUNITY SAFETY CENTER BUILDING

ASSUMPTIONS

ESTIMATED ENERGY UTILIZATION INTENSITY (EUI) DEMAND

TOTAL CAPACITY OF ROOF

ENERGY UTILIZATION INTENSITY (EUI) & ZNE
10 20 40 60

DESCRIPTION VALUE UNIT
PV PANEL TYPE Fixed on 10 degree roof slope
PV PANEL SIZE (72-cell) 39"x78" 21 SF
WATTS/SF 17 w/SF
ANNUAL PRODUCTION 22 kW/SF/year
GROSS INSTALL COST PER KW $ $/Kw 2,600
GROSS INSTALL COST PER SF $ 45 $/SF
COMMUNITY SAFETY CENTER BUILDING TARGET EUI CBECS EST. 18.7 EUI 11 kWh/SF/year POLICE SERVICE BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year K-9 CANOPY BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year 1 ESTIMATE BUILDING AREA 1,700 SF
2 ESTIMATED PV AREA ON ROOF PV Plan Area x 102% slope factor 5,712 SF MAX PV SYSTEM RATING (PV Area [SF] x 17 [w/SF] )/ 1,000 97.1 Kw 3 ANNUAL POWER PRODUCTION PV Area [SF] x Annual Prod. [kWh/SF] 125,664 kWh 4 ENERGY UTILIZATION INTENSITY (EUI) & ZNE
EUI PROVIDED BY PV SYSTEM Annual Power Prod. [kWh] / Bldg.Area [SF] / 1.10 67.20 kWh/SF/year EUI DEMAND FOR BUILDINGS TARGET Estimated Target EUI 10 kWh/SF/year PERCENTAGE OF ZNE, THIS BUILDING ONLY EUI Provided by PV / EUI Required for Bldg. 672 % 5 PV SYSTEM COST $/PV AREA PV Area [SF] x $45 257,040 $ PV SYSTEM COST $/Kw PV rating [kWh] x install cost/kW [$/kWh] $ 252,470

PRELIMINARY PV ANALYSIS
K-9 CANOPY BUILDING

ASSUMPTIONS

ESTIMATED ENERGY UTILIZATION INTENSITY (EUI) DEMAND

TOTAL CAPACITY OF ROOF

DESCRIPTION VALUE UNIT
PV PANEL TYPE Fixed on 10 degree roof slope
PV PANEL SIZE (72-cell) 39"x78" 21 SF
WATTS/SF 17 w/SF
ANNUAL PRODUCTION 22 kW/SF/year
GROSS INSTALL COST PER KW $ $/Kw 2,600
GROSS INSTALL COST PER SF $ 45 $/SF
1 ESTIMATE BUILDING AREA N/A SF
2 ESTIMATED PV AREA ON ROOF PV Plan Area x 102% slope factor 13,541 SF MAX PV SYSTEM RATING (PV Area [SF] x 17 [w/SF] )/ 1,000 [Kw] 230 Kw 3 ANNUAL POWER PRODUCTION PV Area [SF] x Annual Prod. [kWh/SF] 297,891 kWh 4 ENERGY UTILIZATION INTENSITY (EUI) & ZNE Annual Power Prod. [kWh] / Bldg.Area [SF] / 1.10 N/A Kwh/SF/year 5 PV SYSTEM COST $/PV AREA PV Area [SF] x $45 609,323 $ PV SYSTEM COST $/Kw PV rating [Kw] x install cost/kW [$/Kw] $ 598,490

PRELIMINARY PV ANALYSIS

CARPORTS

ASSUMPTIONS

TOTAL CAPACITY OF ROOF

VALUE UNIT
1 CSC - BLDG AREA 65,965 SF
POLICE SERVICES - BLDG AREA 19,400 SF
K-9 - BLDG AREA 1,700 SF
TOTAL BLDGS AREA 87,065 SF
2 CSC - PV AREA 8,247 SF
POLICE SERVICES - PV AREA 8,976 SF
K-9 - PV AREA 5,712 SF
CARPORTS - PV AREA 13,541 SF
TOTAL PV AREA 36,475 SF
3 CSC - ANNUAL POWER PRODUCTION 181,427 kWh/year
POLICE SERVICES -ANNUAL POWER PRODUCTION 197,472 kWh/year K-9 - ANNUAL POWER PRODUCTION 125,664 kWh/year
CARPORTS - ANNUAL POWER PRODUCTION 297,891 kWh/year
TOTAL ANNUAL POWER PRODUCTION 802,454 kWh/year
CSC - MAX PV SYSTEM RATING 181 Kw
POLICE SERVICES - MAX PV SYSTEM RATING 153 Kw
K-9 - MAX PV SYSTEM RATING 97 Kw
CARPORTS - MAX PV SYSTEM RATING 230 Kw
TOTAL - MAX PV SYSTEM RATING 661 Kw
4 CSC - EUI [EUI 11 x Bldg Area] 725,615 Kwh/year
POLICE SERVICES - EUI [EUI 10 x Bldg Area] 194,000 Kwh/year K-9 - EUI [EUI 10 x Bldg Area] 17,000 Kwh/year
TOTAL EUI Kwh/year 936,615
TOTAL POWER PRODUCTION 802,454 kWh/year
TOTAL POWER DEMAND 936,615 Kwh/year
TOTAL PERCENTAGE OF ZNE % 86
5 $ 371,102
$ 403,920
$ 257,040
$ 609,323
TOTAL PV SYSTEM COST $ 1,641,384

ZERO NET ENERGY (ZNE)
PV SYSTEM COST $/ BUILDING
CSC

POLICE SERVICES
K-9

CARPORTS

ANNUAL POWER DEMAND

PRELIMINARY PV ANALYSIS

TOTAL SITE

TOTAL BLDG AREA

ESTIMATED PV AREA ON ROOF

ANNUAL POWER PRODUCTION

TOTAL PV SYSTEM SIZE
N
1 SCALE: 1" = 30'

SITE PLAN WITH PV SOLAR PLANEL SYSTEM

PRELIMINARY PV ANALYSIS

TOTAL SITE

CONCLUSION

ROOFTOP PHOTOVOLTAICS PV SHOWN ON PLANS IS PREDICTED TO ACHIEVE 86% ZERO NET ENERY (ZNE) AT COST OF AROUND $1.6 MILLION, ASSUMING

THE NEW BUILDINGS ACHIEVE AN ENERGY UTILIZATION INTENSITY (EUI) OF AROUND 16 KWH/SF/YEAR.

POLICE SERVICES BUILDING

COMMUNITY SAFETY CENTER BUILDING
K-9 CANOPY BUILDING

CARPORTS

27.29 27.29

26.87 26.75

27.23 26.42

25.94 26.13

26.42 26.38

26.37 25.84

25.88 25.70

25.62 25.58

25.42 24.92

24.95 25.57

25.70 24.66

24.44 24.96

24.20 23.69

23.83 24.73

25.01 24.90

24.21 24.16

24.81 24.66

24.12 24.02

23.49 23.53

24.10 24.23

24.12 23.52

23.44 23.90

24.68 24.18

24.36 25.43

24.94 25.00

25.43 25.47

25.12 24.01

23.88 24.38

23.93 24.30

24.36 23.65

24.08 24.10

23.85 23.69

23.40 23.34

22.83 22.92

22.43 21.90

22.69 22.03

22.51 22.55

22.41 21.67

21.56 22.09

21.99 21.47

21.57 22.49

22.42 22.43

22.74 22.12

22.10 22.58

22.47 22.54

22.39 21.66

21.62 22.08

21.64 21.21

21.24 21.91

22.03 22.35

22.49 22.09

22.37 22.27

22.78 22.98

22.52 22.58

22.58 22.36

22.51 22.68

23.15 23.00

22.60 22.66

23.23 23.44

22.96 22.59

22.65 22.98

23.18 23.32

22.79 22.48

22.56 22.68

23.02 22.92

23.34 23.83

23.61 23.54

23.11 23.29

23.92 23.73

23.25 23.33

23.23 23.14

22.92 23.52

23.56 23.46

23.60 24.3424.07

24.11 23.63

23.76 23.65

23.58 23.34

23.83 23.94

23.86 24.32

24.77 24.48

24.60 24.14

24.18 24.12

23.88 23.74

24.32 24.42

24.33 24.82

25.15 24.88

25.04 24.56

24.65 24.53

24.28 24.10

24.70 24.84

24.73 25.23

25.90 25.34

25.27 25.16 25.29

24.81 24.68 24.44

24.96 25.24 25.12 25.62

25.80 25.90

25.66 25.16 25.25

25.06 24.88 24.80

24.96 25.12 25.04 25.54

25.62 25.03

24.96 25.02 24.93 25.40

25.53 25.03 24.98 24.97

25.50 25.03

25.04 25.10

25.30 25.34

25.28 25.16

25.13 25.18 25.16 25.66

25.74 24.90 24.83 25.34

25.49 25.39

25.92 25.48

25.81 25.30 25.17 25.64

26.28 25.69

26.26 26.05 26.16

26.48 26.46

25.56 26.06 26.17

35.06 34.66

34.83 34.96

34.91 35.71

35.99 35.40 35.52 35.55 35.56 35.59 35.56 35.57

35.5335.59

35.60 35.62

35.60 35.59

35.23 36.10

35.47 34.90 34.83 34.76

34.71 34.77

34.86 35.06

35.09 35.16 35.05

35.0334.93 34.91 35.05

34.74 34.93

34.40 34.42

34.82 34.91

34.89 34.57 34.51

33.82 34.18

34.86 34.58 34.65 34.75 34.73

34.73 34.60

34.36 34.38

34.35 34.38

34.46 34.14 34.14

34.15 34.1834.21

34.09 33.79

34.19 33.69 33.81 34.01 34.01 33.82 33.58 33.28 33.46

33.78 33.94

33.92 33.76

33.49 33.30

34.10 34.15 34.16 34.19 34.18 34.23

34.27 34.34

34.31 34.21

34.05 33.96 33.86

34.87 34.88

33.77 33.42

33.13 32.73 33.22

33.48 32.84

32.39 31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

34.75 34.92

34.93 34.90

34.50 34.54

34.45 34.44

34.24 34.04

33.86 33.45

33.90 34.62

34.81 34.61

34.91 34.83

34.66 34.47 34.82 34.60

34.62 34.64 34.67 34.64

34.59 34.6634.66

33.98 34.14 34.03

34.15 33.86

32.94 27.80

27.67 27.56

27.21 28.62

29.05 29.48

28.75 28.36

28.63 29.19

28.71 28.67

29.17 26.28

28.64 29.20

28.76 28.73

29.20 28.77

28.68 29.35

29.34 29.23

28.74 28.69

28.78 28.84

29.31 29.43

28.98 28.92

28.71 28.42

28.34 28.28

28.5128.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.53

29.89 30.51

31.91 32.82

33.27 32.05

30.57 31.33

30.18 29.73

29.46 29.82

30.02 33.43

32.20 31.42

30.82 30.52

30.63 30.18

30.43 30.49

30.92 30.52

30.58 31.15

31.06 31.74

31.55 31.05

31.06 33.04

33.00 32.49

32.45 34.61

34.65 35.16

35.04 34.46

33.93 36.15

36.71 36.38

36.28 35.90

35.76 35.9235.7735.47

35.14 35.65

35.31 34.95

36.37 35.05

35.54 35.27

37.03 35.71

36.86 35.73

35.72 34.12

33.73 29.37

26.67 25.97 25.33

26.85 27.10 25.70 27.91

28.37 25.99

27.32 27.62 26.61 29.20

27.13 27.91

28.20 27.46

27.81 28.53

28.81 28.73

29.12 29.19

29.22 29.61

29.39 29.96

29.91 30.34

30.72 30.35

30.50 31.09

36.84 36.77

36.94 36.77

36.85 36.68

36.87 36.61

35.55 36.49 36.50 36.42

35.71 36.40

35.17 35.88 35.41 36.37

36.13 36.30

26.38 30.75

30.45 30.43
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

GREASE INTERCEPT
FL 4" SD PIPE
SSMH
RIM = 30.20
FL 4" S = 23.10
FL 8" N = 22.90
FL 8" N =22.70
FL 8 " W = 22.60
SSMH
RIM = 33.70
FL 12" E = 24.40
FL 12" S = 24.30
SSMH
RIM = 33.73
FL 8" S = 25.63
FL 8" W = 25.53
DI MH

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 24.67
INV = 22.47 SD DI
RIM = 24.63
INV = 22.83
SD DI
RIM = 22.52
INV = 18.02
SD DI
RIM = 23.30
INV = 21.30
SD DI
RIM = 29.63
INV = 21.53
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12

33.67 34.05 34.14

32.79 C
C
S
S
S
S
S
S
S

W W W W W W W W
W
W
C
C
W
S
C
C
C
W
M W
D
D

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC
HC HC
HC
HC
HC
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY DWY DWY

DWY DWY

30.0 25.5

26.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

30.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 25.0

24.0 24.5

25.5 26.0

26.5 27.0

30.0 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.0

34.5 35.0

34.0 34.5

35.5 36.0

36.5 30.0

35.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

33.5 34.0

34.5 35.5

36.0 25.0

30.0 35.0

23.5 24.0

24.5 25.5

26.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

33.5 34.0

34.5 35.5

25.0 23.0

23.5 24.0

24.5 23.0

25.0 24.0

25.0 26.0 25.5

24.5 23.5
S
S
S

RAILROAD

23.88 24.40

24.82 25.28

25.55 26.08

26.32 26.73

26.37 25.88

25.48 26.69

26.04 25.09

27.31 26.47

27.59 26.86

28.00 27.25

29.20 28.43

27.61 28.66

28.22 27.55

26.98 27.28

26.78 25.85

25.89 25.12

24.17 23.96

28.14 28.75

29.48 29.96

30.30 30.55

29.81 28.92

28.57 27.01

28.34 27.74

29.24 29.73

30.56 30.24

30.71 30.28

29.99 31.08

30.75 30.27

31.06 30.50

29.93 29.10

28.26 27.17

26.12 27.50

27.81 28.58

29.36 30.71

31.19 31.6631.50

31.35 31.07

30.07 29.34

28.38 27.22 27.20

28.88 28.39

29.87 30.63 30.16

30.79 31.09

31.36 31.22 31.52

30.80 31.32

30.61 30.81

29.14 29.69

27.84 28.62

27.32 27.04

26.31 25.82 25.76

26.56 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09 33.13

32.29 31.57

30.5430.07

31.35 32.22

33.14 33.06

32.42 31.38

30.07 30.69

31.32 32.46

33.28 33.07

32.28 31.37

30.92 31.52

33.06 32.05

31.39 31.68

32.24 32.83

32.16 31.67

31.03 31.22

31.82 31.96

32.67 33.32

32.77 30.40

35.17 35.09

35.10 35.56

35.11 35.10

35.64 34.82

34.98 34.91

34.32 34.78

34.92 34.16

34.04 34.78

33.70 33.60

33.10 35.73

35.77 35.66

35.02 35.48

35.48 35.01

35.03 35.10

35.34 35.49

35.38 35.11

35.16 35.24

34.70 35.05

35.16 35.12

34.45 34.48

34.43 33.91

34.06 33.54

33.10 33.73

33.82 33.74

32.60 32.44

31.97 32.22

32.59 32.72

32.63 31.84

32.31 31.70

31.29 31.95

31.90 31.44

31.17 31.58

31.81 35.39

35.28 35.35

35.42 35.72

36.07 35.66

35.67 36.00

35.58 35.93

35.94 36.29

36.12 36.20

36.54 36.46

36.70 36.87

36.81 36.86

36.70 36.74

31.30 30.80

31.06 31.51

31.08 30.97

31.38 31.48

30.92 30.80

31.26 30.52

30.7531.15

31.16 31.12

31.07 31.37

31.72 31.28

31.31 30.56

30.07 30.19

30.65 31.86

30.30 30.63

30.11 30.70

30.54 32.51

32.26 33.71

33.64 34.67

34.60 34.77

34.66 36.34

36.20 37.24

37.16 37.23

29.84 29.67

29.21 29.41

29.76 29.80

29.09 29.04

29.51 28.76

28.30 28.40

28.61 28.98

29.03 28.42

28.88 29.00

27.63 28.44

27.83 28.16

27.59 27.48

27.95 27.71

27.54 27.07

27.08 SSMH
RIM = 26.07
10" N+S = 14.82
SSS MH
RIM = 31.30
S
S

34.84 34.85 34.83 34.83 34.83

34.83 34.86

23.45 23.39

23.32 23.22

23.09 23.19

23.20 Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C01-V101-TOPO-ALL.dwg - V-101 2/02/2024 - 2:35PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

V-101

TOPOGRAPHIC &

UTILITY SURVEY,
1"=30'

MAINE STREET

SOLANO AVENUE AMADOR STREET

YORK STREET
NOTES:

HUDSON ALLEY

EXISTING

BUILDING

EXISTING

PORTABLE

BUILDING

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION)

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

EXISTING

POLICE BUILDING

EXISTING

PAINT SHOP

EXISTING

PORTABLE

BUILDING
DRAFT

27.29 27.29

26.87 26.75

27.23 35.06

34.66 34.83

34.96 34.91

35.71 35.99

35.40 35.52 35.55 35.56

35.59 35.5635.57

35.5335.59

35.60 35.62

35.60 35.59

35.23 36.10

35.47 34.90

34.83 34.76

34.71 34.77

34.86 35.0635.09

35.16 35.05

35.0334.93

34.91 35.05

34.74 34.93

34.40 34.42

34.82 34.91

34.89 34.57

34.51 33.82

34.18 34.86

34.58 34.65 34.75 34.73

34.73 34.60

34.36 34.38

34.35 34.38

34.46 34.14

34.1434.15

34.18 34.21

34.09 33.79

34.19 33.69 33.81 34.01 34.01

33.82 33.58

33.28 33.46

33.78 33.94

33.92 33.76

33.49 33.30

34.10 34.15

34.16 34.19

34.18 34.23

34.27 34.34

34.31 34.21

34.05 33.96 33.86

34.87 34.88

33.77 33.42

33.13 32.73 33.22

33.48 32.84

32.39 31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

34.75 34.92

34.93 34.90

34.50 34.54

34.45 34.44

34.24 34.04

33.86 33.45

33.90 34.62

34.81 34.61

34.91 34.83

34.66 34.47 34.82 34.60 34.62

34.64 34.67

34.64 34.59

34.6634.66

33.98 34.14

34.03 34.15

33.86 32.94

27.80 27.67

27.56 27.21

28.62 29.05

29.48 28.75

28.36 28.63

29.19 28.71

28.67 29.17

26.28 28.64

29.20 28.76

28.73 29.20

28.77 28.68

29.35 29.34

29.23 28.74

28.69 28.78

28.84 29.31

29.43 28.98

28.92 28.71

28.34 28.28

28.42 28.5128.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.53

29.89 30.51

31.91 32.82

33.27 32.05

30.57 31.33

30.18 29.73

29.46 29.82

30.02 33.43

32.20 31.42

30.82 30.52

30.63 30.18

30.43 30.49

30.92 30.52

30.58 31.15

31.06 31.74

31.55 31.05

31.06 33.04

33.00 32.49

32.45 34.61

34.65 35.16

35.04 34.46

33.93 36.15

36.71 36.38

36.28 35.90

35.76 35.9235.7735.4735.14

35.65 35.31

34.95 36.37

35.05 35.54

35.27 37.03

35.71 36.86

35.73 35.72

34.12 33.73

29.37 27.13 27.91

28.20 27.46

27.81 28.53

28.81 28.73

29.12 29.19

29.22 29.61

29.39 29.96

29.91 30.34

30.72 30.35

30.50 31.09

36.84 36.77

36.94 36.77

36.85 36.68

36.87 36.61

35.55 36.49 36.50 36.42

35.71 36.40

35.17 35.88 35.41 36.37

36.13 36.30

26.38 30.75

30.45 30.43
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12

33.67 34.05 34.14

32.79 C
S
S
S
S
W
C
W
S
C
C
C
W
M W

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY

31.0 31.5

32.0 32.5

33.0 30.0

30.5 31.0

31.5 32.0

32.5 33.0

33.5 34.0

34.0 34.0

34.0 34.5

35.0 34.0

34.5 35.5

36.0 36.5

30.0 35.0

28.5 29.0

29.5 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.5

35.5 36.0

30.0 35.0

27.5 28.0

28.5 29.0

29.5 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.5

35.5 RAILROAD

29.73 30.56

30.24 30.71

30.28 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09

33.13 32.29

31.57 30.54

30.07 31.35

32.22 33.14

33.06 32.42

31.38 30.07

30.69 31.32

32.46 33.28

33.07 32.28

31.37 30.92

31.52 33.06

32.05 31.39

31.68 32.24

32.83 32.16

31.67 31.03

31.22 31.82

31.96 32.67

33.32 32.77

30.40 35.17

35.09 35.10

35.56 35.11

35.10 35.64

34.82 34.98

34.91 34.32

34.78 34.92

34.16 34.04

34.78 33.70

33.60 33.10

35.73 35.77

35.66 35.02

35.48 35.48

35.01 35.03

35.10 35.34

35.49 35.38

35.11 35.16

35.24 34.70

35.05 35.16

35.12 34.45

34.48 34.43

33.91 34.06

33.54 33.10

33.73 33.82

33.74 32.60

32.44 31.97

32.22 32.59

32.72 32.63

31.84 32.31

31.70 31.29

31.95 31.90

31.44 31.17

31.58 31.81

35.39 35.28

35.35 35.42

35.72 36.07

35.66 35.67

36.00 35.58

35.93 35.94

36.29 36.12

36.20 36.54

36.46 36.70

36.87 36.81

36.86 36.70

36.74 31.30

30.80 31.06

31.51 31.08

30.97 31.38

31.48 30.92

30.80 31.26

30.52 30.7531.15

31.16 31.12

31.07 31.37

31.72 31.28

31.31 30.56

30.07 30.19

30.65 31.86

30.30 30.63

30.11 30.70

30.54 32.51

32.26 33.71

33.64 34.67

34.60 34.77

34.66 36.34

36.20 37.24

37.16 37.23

29.84 29.67

29.21 29.41

29.76 29.80

29.09 29.04

29.51 28.76

28.30 28.40

28.61 28.98

29.03 28.42

28.88 29.00

27.63 28.44

27.83 28.16

27.59 27.48

27.95 27.71

27.54 27.07

27.08 S
SS MH
RIM = 31.30
S

34.84 34.85 34.83

34.83 34.8334.83

34.86 Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C02-V141-TOPO-NORTH.dwg - V-141 2/02/2024 - 12:08PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

V-141

TOPOGRAPHIC &

UTILITY

SURVEY-NORTH,
1"=20' AMADOR STREET

YORK STREET
MATCHLINE - SEE SHEET V-142
NOTES:

HUDSON ALLEY

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

EXISTING

POLICE BUILDING

EXISTING

PAINT SHOP

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) DRAFT

27.29 27.29

26.87 26.75

27.23 26.42

25.94 26.13

26.42 26.38

26.37 25.84

25.88 25.70

25.62 25.58

25.42 24.92

24.95 25.57

25.70 24.66

24.44 24.96

24.20 23.69

23.83 24.73

25.01 24.90

24.21 24.16

24.81 24.66

24.12 24.02

23.49 23.53

24.10 24.23

24.12 23.52

23.44 23.90

24.68 24.18

24.36 25.43

24.94 25.00

25.43 24.38

23.93 24.30

24.36 23.65

24.08 24.10

23.85 23.69

23.40 23.34

22.83 22.92

22.43 21.90

22.69 22.03

22.51 22.55

22.41 22.09

22.43 22.74

22.12 22.10

22.58 22.47

22.54 22.39

21.66 21.62

22.08 22.03

22.35 22.49

22.09 22.37

22.27 22.78

22.98 22.52

22.58 22.58

22.36 22.51

22.68 23.15

23.00 22.60

22.66 23.23

23.44 22.96

22.59 22.65

22.98 23.18

23.32 22.79

22.48 22.56

22.68 23.02

22.92 23.34

23.83 23.61

23.54 23.11

23.29 23.92

23.73 23.25

23.33 23.23

23.14 22.92

23.52 23.56

23.46 23.60

24.3424.07

24.11 23.63

23.76 23.65

23.58 23.34

23.83 23.94

23.86 24.32

24.77 24.48

24.60 24.14

24.18 24.12

23.88 23.74

24.32 24.42

24.33 24.82

25.15 24.88

25.04 24.56

24.65 24.53

24.28 24.10

24.70 24.84

24.73 25.23

25.90 25.34

25.27 25.16

25.29 24.81

24.6824.44

24.96 25.24

25.12 25.62

25.80 25.90

25.66 25.16

25.25 25.06

24.88 24.80

24.96 25.12 25.04 25.54

25.62 25.03

24.96 25.02 24.93 25.40

25.53 25.03 24.98 24.97

25.50 25.03

25.04 25.10

25.30 25.34

25.28 25.16

25.13 25.18 25.16 25.66

25.74 24.90 24.83 25.34

25.49 25.39

25.92 25.48

25.81 25.30 25.17 25.64

26.28 25.69

26.26 26.05 26.16

26.48 26.46

25.56 26.06

26.17 34.14

34.14 34.15

34.18 34.21

34.09 33.79

34.19 32.73 33.22

32.84 32.39

31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

33.98 34.14

34.03 34.15

32.94 27.80

27.67 27.56

27.21 28.62

29.05 29.48

28.75 28.36

28.63 29.19

28.71 28.67

29.17 26.28

28.64 29.20

28.76 28.73

29.20 28.77

28.68 29.35

29.34 29.23

28.74 28.69

28.78 28.84

29.31 29.43

28.98 28.92

28.71 28.34

28.28 28.42

28.51 28.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.82

29.37 26.67

25.97 25.33

26.85 27.10 25.70 27.91

28.37 25.99

27.32 27.62 26.61 29.20

27.13 27.91

28.20 27.46

27.81 28.53

30.45 26.38
8"? S = 21.26
8" E+W = 21.06

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 24.67
INV = 22.47 SD DI
RIM = 24.63
INV = 22.83
SD DI
RIM = 22.52
INV = 18.02
SD DI
RIM = 23.30
INV = 21.30
SD DI
RIM = 29.63
INV = 21.53
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58

33.67 34.05 34.14

32.79 C
S
S
S
W W
W
W

W W W W
W
W
C
C
D
D

BUILDING

PORTABLE PORTABLE

PORTABLE
HC
HC
HC
HC

HC HC HC DWY DWY DWY

DWY DWY

30.0 25.5

26.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

30.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 25.0

24.0 24.5

25.5 26.0

26.5 27.0

30.0 30.5

31.0 31.5

32.0 32.5

33.0 34.0

28.5 29.0

29.5 25.0

30.0 23.5

24.0 24.5

25.5 26.0

26.5 27.0

27.5 28.0

28.5 29.0

29.5 30.5

25.0 23.0

23.5 24.0

24.5 23.0

25.0 24.0

25.0 26.0 25.5

24.5 23.5
S
S
S

RAILROAD

23.88 24.40

24.82 25.28

25.55 26.08

26.32 26.73

26.37 25.88

25.48 26.69

26.04 25.09

27.31 26.47

27.59 26.86

28.00 27.25

29.20 28.43

27.61 28.66

28.22 27.55

26.98 27.28

26.78 25.85

25.89 25.12

24.17 23.96

28.14 28.75

29.48 29.96

30.30 30.55

29.81 28.92

28.57 27.01

28.34 27.74

29.24 29.73

30.56 30.24

30.71 30.28

29.99 31.08

30.75 30.27

31.06 30.50

29.93 29.10

28.26 27.17

26.12 27.50

27.81 28.58

29.36 30.71

31.19 31.66

31.50 31.35

31.07 30.07

29.34 28.38

27.22 27.20

28.88 28.39

29.87 30.63

30.16 30.79

31.09 31.36

31.22 31.52

30.80 31.32

30.61 30.81

29.1429.69

27.84 28.62

27.32 27.04

26.31 25.82 25.76

26.56 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09

33.13 32.29

31.57 30.5430.07

31.35 32.22

33.14 33.06

32.42 31.38

30.07 30.69

31.32 32.46

33.28 33.07

32.28 31.37

30.92 31.52

33.06 32.05

31.39 31.68

32.24 32.83

32.16 31.67

31.03 31.22

31.82 31.96

32.67 33.32

32.77 30.40

30.56 30.07

30.19 30.65

30.30 30.63

30.11 30.70

30.54 29.84

29.67 29.21

29.41 29.76

29.80 29.09

29.04 29.51

28.76 28.30

28.40 28.61

28.98 29.03

28.42 28.88

29.00 27.63

28.44 27.83

28.16 27.59

27.48 27.95

27.71 27.54

27.07 27.08
SSMH
RIM = 26.07
10" N+S = 14.82
S
SS MH
RIM = 31.30
S 23.45

23.39 23.32

23.22 23.09

23.19 23.20
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C03-V142-TOPO-SOUTH.dwg - V-142 2/02/2024 - 2:39PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

V-142

TOPOGRAPHIC &

UTILITY

SURVEY-SOUTH,
1"=20'

MAINE STREET

SOLANO AVENUE AMADOR STREET
MATCHLINE - SEE SHEET V-141
NOTES:

EXISTING

BUILDING

EXISTING

PORTABLE

BUILDING

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) DRAFT
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C04-C100-NOTES.dwg - C-100 2/02/2024 - 1:57PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-100

CIVIL GENERAL

NOTES & SYMBOLS

GENERAL NOTES
” ” EARTHWORK AND PAVING
”

SANITARY SEWER
WATER

STORM DRAINAGE

CONCRETE CONSTRUCTION

EROSION CONTROL
·
·
·
·
·
·

GRADING AND DRAINAGE
LEGEND:

ABBREVIATIONS:
? ?
D
S
W
E
EC
C
SOURCES & REFERENCES:

DRAFT
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12
C
S
S
S
S
W
C
W
S
C
C
C
W
M W

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY

RAILROAD
S
SS MH
RIM = 31.30
S

34.84 34.85 34.83

34.83 34.8334.83

34.86 Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C06-C141-DEMO-NORTH.dwg - C-141 2/02/2024 - 12:19PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-141

CIVIL DEMOLITION

SITE PLAN-NORTH,
1"=20'
MATCHLINE - SEE SHEET C-142
DEMOLITION PLAN DOES NOT REFLECT PHASED CONSTRUCTION.

ALL DEMOLITION OF THE EXISTING POLICE DEPARTMENT BUILDING AND ITS

UTILITY AND COMMUNICATION SERVICES SHALL BE COORDINATED WITH THE VALLEJO POLICE DEPARTMENT PRIOR TO START OF WORK. AMADOR STREET

YORK STREET

HUDSON ALLEY

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

EXISTING

POLICE BUILDING

EXISTING

PAINT SHOP

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) CIVIL DEMOLITION KEYNOTE LEGEND: CIVIL DEMOLITION NOTES:
” ”
DRAFT
8"? S = 21.26
8" E+W = 21.06

W W W W WW W W
W
W
C
C
D
D

BUILDING

PORTABLE PORTABLE

PORTABLE
HC
HC
HC
HC

HC HC HC DWY DWY DWY

DWY DWY
S
S
S

RAILROAD
SSMH
RIM = 26.07
10" N+S = 14.82
S
SS MH
RIM = 31.30
S

23.45 23.39

23.32 23.22

23.09 23.19

23.20 Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C07-C142-DEMO-SOUTH.dwg - C-142 2/02/2024 - 2:20PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-142

CIVIL DEMOLITION

SITE PLAN-SOUTH,
1"=20'
MATCHLINE - SEE SHEET C-141

EXISTING

BUILDING
DEMOLITION PLAN DOES NOT REFLECT PHASED CONSTRUCTION.

ALL DEMOLITION OF THE EXISTING POLICE DEPARTMENT BUILDING AND ALL

SITE UTILITY AND COMMUNICATION SERVICES SHALL BE COORDINATED WITH THE VALLEJO POLICE DEPARTMENT PRIOR TO START OF WORK.

MAINE STREET

SOLANO AVENUE AMADOR STREET

EXISTING

BUILDING

EXISTING

PORTABLE

BUILDING

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) DRAFT

27.29 27.29

26.87 26.75

27.23 35.06

34.66 34.83

34.96 34.91

35.71 35.99

35.40 35.52 35.55 35.56

35.59 35.5635.57

35.5335.59

35.60 35.62

35.60 35.59

35.23 36.10

35.47 34.90

34.83 34.76

34.71 34.77

34.86 35.0635.09

35.16 35.05

35.0334.93

34.91 35.05

34.74 34.93

34.40 34.42

34.82 34.91

34.89 34.57

34.51 33.82

34.18 34.86

34.58 34.65 34.75 34.73

34.73 34.60

34.36 34.38

34.35 34.38

34.46 34.14

34.1434.15

34.18 34.21

34.09 33.79

34.19 33.69 33.81 34.01 34.01

33.82 33.58

33.28 33.46

33.78 33.94

33.92 33.76

33.49 33.30

34.10 34.15

34.16 34.19

34.18 34.23

34.27 34.34

34.31 34.21

34.05 33.96 33.86

34.87 34.88

33.77 33.42

33.13 32.73 33.22

33.48 32.84

32.39 31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

34.75 34.92

34.93 34.90

34.50 34.54

34.45 34.44

34.24 34.04

33.86 33.45

33.90 34.62

34.81 34.61

34.91 34.83

34.66 34.47 34.82 34.60 34.62

34.64 34.67

34.64 34.59

34.6634.66

33.98 34.14

34.03 34.15

33.86 32.94

27.80 27.67

27.56 27.21

28.62 29.05

29.48 28.75

28.36 28.63

29.19 28.71

28.67 29.17

26.28 28.64

29.20 28.76

28.73 29.20

28.77 28.68

29.35 29.34

29.23 28.74

28.69 28.78

28.84 29.31

29.43 28.98

28.92 28.71

28.34 28.28

28.42 28.5128.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.53

29.89 30.51

31.91 32.82

33.27 32.05

30.57 31.33

30.18 29.73

29.46 29.82

30.02 33.43

32.20 31.42

30.82 30.52

30.63 30.18

30.43 30.49

30.92 30.52

30.58 31.15

31.06 31.74

31.55 31.05

31.06 33.04

33.00 32.49

32.45 34.61

34.65 35.16

35.04 34.46

33.93 36.15

36.71 36.38

36.28 35.90

35.76 35.9235.7735.4735.14

35.65 35.31

34.95 36.37

35.05 35.54

35.27 37.03

35.71 36.86

35.73 35.72

34.12 33.73

29.37 27.13 27.91

28.20 27.46

27.81 28.53

28.81 28.73

29.12 29.19

29.22 29.61

29.39 29.96

29.91 30.34

30.72 30.35

30.50 31.09

36.84 36.77

36.94 36.77

36.85 36.68

36.87 36.61

35.55 36.49 36.50 36.42

35.71 36.40

35.17 35.88 35.41 36.37

36.13 36.30

26.38 30.75

30.45 30.43
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12

33.67 34.05 34.14

32.79 C
S
S
S
S
W
C
W
S
C
C
C
W
M W

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY

31.0 31.5

32.0 32.5

33.0 30.0

30.5 31.0

31.5 32.0

32.5 33.0

33.5 34.0

34.0 34.0

34.0 34.5

35.0 34.0

34.5 35.5

36.0 36.5

30.0 35.0

28.5 29.0

29.5 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.5

35.5 36.0

30.0 35.0

27.5 28.0

28.5 29.0

29.5 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.5

35.5 RAILROAD

29.73 30.56

30.24 30.71

30.28 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09

33.13 32.29

31.57 30.54

30.07 31.35

32.22 33.14

33.06 32.42

31.38 30.07

30.69 31.32

32.46 33.28

33.07 32.28

31.37 30.92

31.52 33.06

32.05 31.39

31.68 32.24

32.83 32.16

31.67 31.03

31.22 31.82

31.96 32.67

33.32 32.77

30.40 35.17

35.09 35.10

35.56 35.11

35.10 35.64

34.82 34.98

34.91 34.32

34.78 34.92

34.16 34.04

34.78 33.70

33.60 33.10

35.73 35.77

35.66 35.02

35.48 35.48

35.01 35.03

35.10 35.34

35.49 35.38

35.11 35.16

35.24 34.70

35.05 35.16

35.12 34.45

34.48 34.43

33.91 34.06

33.54 33.10

33.73 33.82

33.74 32.60

32.44 31.97

32.22 32.59

32.72 32.63

31.84 32.31

31.70 31.29

31.95 31.90

31.44 31.17

31.58 31.81

35.39 35.28

35.35 35.42

35.72 36.07

35.66 35.67

36.00 35.58

35.93 35.94

36.29 36.12

36.20 36.54

36.46 36.70

36.87 36.81

36.86 36.70

36.74 31.30

30.80 31.06

31.51 31.08

30.97 31.38

31.48 30.92

30.80 31.26

30.52 30.7531.15

31.16 31.12

31.07 31.37

31.72 31.28

31.31 30.56

30.07 30.19

30.65 31.86

30.30 30.63

30.11 30.70

30.54 32.51

32.26 33.71

33.64 34.67

34.60 34.77

34.66 36.34

36.20 37.24

37.16 37.23

29.84 29.67

29.21 29.41

29.76 29.80

29.09 29.04

29.51 28.76

28.30 28.40

28.61 28.98

29.03 28.42

28.88 29.00

27.63 28.44

27.83 28.16

27.59 27.48

27.95 27.71

27.54 27.07

27.08 S
SS MH
RIM = 31.30
S

34.84 34.85 34.83

34.83 34.8334.83

34.86 10
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C08-C241-GRAD_PAVE-NORTH.dwg - C-241 2/02/2024 - 2:15PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-241

CIVIL GRADING &

PAVING SITE
PLAN-NORTH, 1"=20'
MATCHLINE - SEE SHEET C-242

GRADING AND PAVING PLAN
DOES NOT REFLECT PHASED CONSTRUCTION. AMADOR STREET

YORK STREET

HUDSON ALLEY

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

PROPOSED POLICE

SERVICES BUILDING

EXISTING

PAINT SHOP

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) CIVIL GRADING AND PAVING KEYNOTE LEGEND: CIVIL GRADING AND PAVING NOTES:
”
PROPOSED K-9 CANOPY BUILDING
CIVIL GRADING AND PAVING HATCH LEGEND:

CIVIL STORM DRAIN KEYNOTE LEGEND:

DRAFT

27.29 27.29

26.87 26.75

27.23 26.42

25.94 26.13

26.42 26.38

26.37 25.84

25.88 25.70

25.62 25.58

25.42 24.92

24.95 25.57

25.70 24.66

24.44 24.96

24.20 23.69

23.83 24.73

25.01 24.90

24.21 24.16

24.81 24.66

24.12 24.02

23.49 23.53

24.10 24.23

24.12 23.52

23.44 23.90

24.68 24.18

24.36 25.43

24.94 25.00

25.43 24.38

23.93 24.30

24.36 23.65

24.08 24.10

23.85 23.69

23.40 23.34

22.83 22.92

22.43 21.90

22.69 22.03

22.51 22.55

22.41 22.74

22.12 22.10

22.58 22.47

22.54 22.39

21.66 21.62

22.08 22.03

22.35 22.49

22.09 22.37

22.27 22.78

22.98 22.52

22.58 22.58

22.36 22.51

22.68 23.15

23.00 22.60

22.66 23.23

23.44 22.96

22.59 22.65

22.98 23.18

23.32 22.79

22.48 22.56

22.68 23.02

22.92 23.34

23.83 23.61

23.54 23.11

23.29 23.92

23.73 23.25

23.33 23.23

23.14 22.92

23.52 23.56

23.46 23.60

24.34 24.07

24.11 23.63

23.76 23.65

23.58 23.34

23.83 23.94

23.86 24.32

24.77 24.48

24.60 24.14

24.18 24.12

23.88 23.74

24.32 24.42

24.33 24.82

25.15 24.88

25.04 24.56

24.65 24.53

24.28 24.10

24.70 24.84

24.73 25.23

25.90 25.34

25.27 25.16

25.29 24.81

24.6824.44

24.96 25.24

25.12 25.62

25.80 25.90

25.66 25.16

25.25 25.06

24.88 24.80

24.96 25.12 25.04 25.54

25.62 25.03

24.96 25.02 24.93 25.40

25.53 25.03 24.98 24.97

25.50 25.03

25.04 25.10

25.30 25.34

25.28 25.16

25.13 25.18 25.16 25.66

25.74 24.90 24.83 25.34

25.49 25.39

25.92 25.48

25.81 25.30 25.17 25.64

26.28 25.69

26.26 26.05 26.16

26.48 26.46

25.56 26.06

26.17 34.14

34.14 34.15

34.18 34.21

34.09 33.79

34.19 32.73 33.22

32.84 32.39

31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

33.98 34.14

34.03 34.15

32.94 27.80

27.67 27.56

27.21 28.62

29.05 29.48

28.75 28.36

28.63 29.19

28.71 28.67

29.17 26.28

28.64 29.20

28.76 28.73

29.20 28.77

28.68 29.35

29.34 29.23

28.74 28.69

28.78 28.84

29.31 29.43

28.98 28.92

28.71 28.34

28.28 28.42

28.5128.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.82

29.37 26.67

25.97 25.33

26.85 27.10 25.70 27.91

28.37 25.99

27.32 27.62 26.61 29.20

27.13 27.91

28.20 27.46

27.81 28.53

30.45 26.38
8"? S = 21.26
8" E+W = 21.06

33.67 34.05 34.14

32.79 C
S
S
S

W W W W WW W W
W
W
C
C
D
D

BUILDING

PORTABLE PORTABLE

PORTABLE
HC
HC
HC
HC

HC HC HC DWY DWY DWY

DWY DWY

30.0 25.5

26.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

30.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 25.0

24.0 24.5

25.5 26.0

26.5 27.0

30.0 30.5

31.0 31.5

32.0 32.5

33.0 34.0

28.5 29.0

29.5 25.0

30.0 23.5

24.0 24.5

25.5 26.0

26.5 27.0

27.5 28.0

28.5 29.0

29.5 30.5

25.0 23.0

23.5 24.0

24.5 23.0

25.0 24.0

25.0 26.0 25.5

24.5 23.5
S
S
S

RAILROAD

23.88 24.40

24.82 25.28

25.55 26.08

26.32 26.73

26.37 25.88

25.48 26.69

26.04 25.09

27.31 26.47

27.59 26.86

28.00 27.25

29.20 28.43

27.61 28.66

28.22 27.55

26.98 27.28

26.78 25.85

25.89 25.12

24.17 23.96

28.14 28.75

29.48 29.96

30.30 30.55

29.81 28.92

28.57 27.01

28.34 27.74

29.24 29.73

30.56 30.24

30.71 30.28

29.99 31.08

30.75 30.27

31.06 30.50

29.93 29.10

28.26 27.17

26.12 27.50

27.81 28.58

29.36 30.71

31.19 31.66

31.50 31.35

31.07 30.07

29.34 28.38

27.22 27.20

28.88 28.39

29.87 30.63

30.16 30.79

31.09 31.36

31.22 31.52

30.80 31.32

30.61 30.81

29.1429.69

27.84 28.62

27.32 27.04

26.31 25.82 25.76

26.56 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09

33.13 32.29

31.57 30.5430.07

31.35 32.22

33.14 33.06

32.42 31.38

30.07 30.69

31.32 32.46

33.28 33.07

32.28 31.37

30.92 31.52

33.06 32.05

31.39 31.68

32.24 32.83

32.16 31.67

31.03 31.22

31.82 31.96

32.67 33.32

32.77 30.40

30.56 30.07

30.19 30.65

30.30 30.63

30.11 30.70

30.54 29.84

29.67 29.21

29.41 29.76

29.80 29.09

29.04 29.51

28.76 28.30

28.40 28.61

28.98 29.03

28.42 28.88

29.00 27.63

28.44 27.83

28.16 27.59

27.48 27.95

27.71 27.54

27.07 27.08
SSMH
RIM = 26.07
10" N+S = 14.82
S
SS MH
RIM = 31.30
S

23.45 23.39

23.32 23.22

23.09 23.19

23.20 10
2 9
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C09-C242-GRAD_PAVE-SOUTH.dwg - C-242 2/02/2024 - 5:52PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-242

CIVIL GRADING &

PAVING SITE
PLAN-SOUTH, 1"=20'

MAINE STREET AMADOR STREET
MATCHLINE - SEE SHEET C-241

SOLANO AVENUE

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION)

GRADING AND PAVING PLAN
DOES NOT REFLECT PHASED CONSTRUCTION.

PROPOSED COMMUNITY

SAFETY CENTER
DRAFT
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY

RAILROAD
S
SS MH
RIM = 31.30
S

34.84 34.85 34.83

34.83 34.8334.83

34.86 10
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C10-C341-UTIL-NORTH.dwg - C-341 2/02/2024 - 1:36PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-341

CIVIL UTILITY SITE
PLAN-NORTH, 1"=20'
MATCHLINE - SEE SHEET C-342

CIVIL UTILITY PLAN
DOES NOT REFLECT PHASED CONSTRUCTION. AMADOR STREET

YORK STREET

HUDSON ALLEY

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

PROPOSED POLICE

SERVICES BUILDING

EXISTING

PAINT SHOP

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) CIVIL UTILITY KEYNOTE LEGEND:

PROPOSED K-9 CANOPY BUILDING
DOMESTIC WATER KEYNOTE LEGEND:

FIRE WATER KEYNOTE LEGEND:

IRRIGATION WATER KEYNOTE LEGEND:

SEWER KEYNOTE LEGEND:

DRAFT
8"? S = 21.26
8" E+W = 21.06

W W W W WW W W
W
W
C
C
D
D

BUILDING

PORTABLE PORTABLE

PORTABLE
HC
HC
HC
HC

HC HC HC DWY DWY DWY

DWY DWY
S
S
S

RAILROAD
SSMH
RIM = 26.07
10" N+S = 14.82
S
SS MH
RIM = 31.30
S

23.45 23.39

23.32 23.22

23.09 23.19

23.20 10
2 9
VAN

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV VAN

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C11-C342-UTIL-SOUTH.dwg - C-342 2/02/2024 - 2:29PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-342

CIVIL UTILITY SITE
PLAN-SOUTH, 1"=20'

MAINE STREET AMADOR STREET
MATCHLINE - SEE SHEET C-341

SOLANO AVENUE

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION)

CIVIL UTILITY PLAN
DOES NOT REFLECT PHASED CONSTRUCTION.

PROPOSED COMMUNITY

SAFETY CENTER
DRAFT
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-001

LANDSCAPE

NOTES AND

LEGENDS

VALLEJO, CALIFORNIA

VALLEJO COMMUNITY SAFETY CENTER
DRAFT
F
W D
F F F
K9
CANOPY

BUILDING

POLICE SERVICES BUILDING

MAINE ST AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV
VAN

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-101

CONCEPTUAL

LANDSCAPE
PLAN
0 0" 1
2" 1" 2" SCALE
15' 30' 60'
1 3
2 3

PARKING LOT SHADE TREES
2 1

STORMWATER PLANTING

PUBLIC PLAZA WITH ACCENT PAVING

AND SEATING ELEMENTS
4 EVERGREEN SCREEN TREE ALONG

WESTERN PROJECT EDGE
5 6

ANTENNA

TREES WITH FALL COLOR ALONG

BUILDING FRONTAGE
5 4
6 F
W D
F F F
K9
CANOPY

BUILDING

POLICE SERVICES BUILDING

MAINE ST AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV
VAN

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-101

CONCEPTUAL

LANDSCAPE
PLAN
0 0" 1
2" 1" 2" SCALE
15' 30' 60'
1 3
2 3

PARKING LOT SHADE TREES
2 1

STORMWATER PLANTING

PUBLIC PLAZA WITH ACCENT PAVING

AND SEATING ELEMENTS
4 EVERGREEN SCREEN TREE ALONG

WESTERN PROJECT EDGE
5 6

ANTENNA

TREES WITH FALL COLOR ALONG

BUILDING FRONTAGE
5 4
6 DRAFT

CLEAN AIR/

CARPOOL/

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
0 0" 1
2" 1" 2" SCALE
5' 10' 20' L-102
PLAZA

ENLARGEMENT
1 3
2 9
1 2
3 FLAG POLE PLAZA
STAIRS
RAMP
6 8
7 5
4 1
10 4 PROJECT SIGN WALL
5 6
7 CONCRETE SEAT WALL

PRECAST SEATPADS

PRECAST PICNIC TABLE
8 EVERGREEN TREES IN TREE GRATES
9 10

INTERLOCKING PAVERS

CONCRETE BANDING
11 ACCENT TREES AT ENTRY
11 CLEAN AIR/

CARPOOL/

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Nu
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENT
111 AMADOR STRE
VALLEJO CA 945
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgro
ZC
EG
Stamp
0 0" 1
2" 1" 2" SCALE
5' 10' 20' L-102
PLAZA

ENLARGEMEN
1 3
2 9
1 2
3 FLAG POLE PLAZA
STAIRS
RAMP
6 8
7 5
4 1
10 4 PROJECT SIGN WALL
5 6
7 CONCRETE SEAT WALL

PRECAST SEATPADS

PRECAST PICNIC TABLE
8 EVERGREEN TREES IN TREE GRATES
9 10

INTERLOCKING PAVERS

CONCRETE BANDING
11 ACCENT TREES AT ENTRY
11 DRAFT
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-201

LANDSCAPE

MATERIALS

PALETTE
®
™
DRAFT
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-301

LANDSCAPE

DETAILS
1 2
3 4
5 6
7 36" MAX
1"
8 9
DRAFT
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-001

STRUCTURAL

GENERAL NOTES &

SYMBOLS

1. REFER TO THE TYPICAL DETAIL SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL

DETAILS APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE. WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE

CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION AND INSTALLATION. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONSTRUCTION.

2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS AS PART OF THE CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC DETAILS SHALL GOVERN

OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER GENERAL NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS.

3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT OF RECORD OR SEOR. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS ARE TO THE FACE OF STUDS, AND TO THE CENTERLINE OF COLUMNS UNO.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE SEOR OF ANY

CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS, OR EXISTING

CONDITIONS NOT SHOWN OR DIFFERENT FROM THOSE SHOWN ON DRAWINGS, PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOT ORDER MATERIAL OR

CONSTRUCT ANY PORTION OF THE SCOPE THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.

5. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH

MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR SEOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.

6. SUBSTITUTION REQUESTS FOR MATERIALS AND PRODUCTS SPECIFIED ON THE STRUCTURAL

DRAWINGS MAY BE CONSIDERED WITH MATERIALS AND PRODUCTS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT

INFORMATION SHALL BE PROVIDED TO THE SEOR DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL

FROM THE SEOR SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL OR PRODUCT SPECIFIED IN THE CONSTRUCTION DOCUMENTS.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL OSHA REQUIREMENTS AND JURISDICTIONAL REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ARCHITECT, SEOR,

AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

8. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).

9. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE STRUCTURE

SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION.

10. SHOP DRAWINGS AND SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY TO THE SEOR FOR REVIEW PRIOR TO FABRICATION (ALLOW FOR A REVIEW DURATION OF 10 BUSINESS DAYS). REFER TO THE PROJECT SPECIFICATIONS FOR MORE INFORMATION. REVIEW OF

SHOP DRAWINGS AND SUBMITTALS BY THE SEOR IS FOR GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS. REPRODUCTION OF STRUCTURAL PLANS AND DETAILS FOR SHOP DRAWINGS IS PROHIBITED. SUBCONTRACTOR/FABRICATOR IS TO PROVIDE INDEPENDENTLY CREATED DRAWINGS BASED ON THE STRUCTURAL PLANS AND DETAILS. SHOP DRAWINGS THAT ARE REPRODUCTIONS OF STRUCTURAL DRAWINGS WILL NOT BE REVIEWED. THE

CONTRACTOR WILL REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING AND

FABRICATION, AND FOR CORRECT FITTING OF ALL STRUCTURAL MEMBERS, INCLUDING COORDINATION WITH OTHER TRADES. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY PROPOSED CHANGES TO THE STRUCTURAL

DOCUMENTS MUST BE SUBMITTED IN WRITING AS A REQUEST FOR SUBSTITUTION TO THE ARCHITECT AND SEOR FOR APPROVAL.

11. CORE DRILLS SHALL NOT CUT ANY REINFORCING. THE CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES TO ENSURE COMPLIANCE. ALL CORE DRILLS ARE TO BE PRESENTED TO THE INSPECTOR OF RECORD (IOR) FOR VERIFICATION. THE IOR IS TO DOCUMENT CORES EXAMINED INDICATING AN ABSENCE OF REINFORCING.

12. STRUCTURAL JOINT DIMENSIONS SHOWN ON PLANS (EXPANSION, SEISMIC, SEPARATION, ETC) (WHERE OCCURS) INDICATE THE MINIMUM CLEAR DISTANCE REQUIRED. SEE PLANS, DETAILS, AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

GENERAL
010000-0000

1. CODES:

ALL NEW WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE (CBC) 2022 EDITION (TITLE 24, PART 2), INCLUDING ALL AMENDMENTS. ALL STANDARDS

USED SHALL BE THE LATEST VERSION APPROVED BY THE CODE ENFORCEMENT

AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE. THE PURPOSE OF THIS CODE IS TO, IN PART, ESTABLISH THE MINIMUM

REQUIREMENTS TO SAFEGUARD THE PUBLIC HEALTH, SAFETY AND GENERAL WELFARE THROUGH STRUCTURAL STRENGTH AND STABILITY. STRUCTURES DESIGNED IN

ACCORDANCE WITH THE CODE ARE LIKELY TO HAVE A LOW PROBABILITY OF COLLAPSE

BUT MAY SUFFER SERIOUS STRUCTURAL AND NON-STRUCTURAL DAMAGE IF SUBJECTED TO THE DESIGN EARTHQUAKE.

STRUCTURAL DESIGN CRITERIA
010000-0001

AB ANCHOR BOLT

ABV ABOVE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ARCH ARCHITECT(URAL)

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BEAM

BN BOUNDARY NAILING
B.O. BOTTOM OF

BOTT BOTTOM

BRB BUCKLING-RESTRAINED BRACE

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C CAMBER

CG CENTER OF GRAVITY

CIP CAST IN PLACE

CJ CONTROL/CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CSK COUNTERSINK, COUNTERSUNK

CTR(D) CENTER(ED)

DB, DB BAR DIAMETER OR BOLT DIAMETER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DOUGLAS FIR-LARCH
DIA , Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DO DITTO

DWG DRAWING
(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EMBED EMBEDMENT

ELEC ELECTRICAL

ELEV ELEVATION OR ELEVATOR

EN EDGE NAILING
E.O. EDGE OF

EOD EDGE OF DECK

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE OR EDGE SCREW

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

FIN FINISH

FLG FLANGE

FLR FLOOR

FN FIELD NAILING

FND FOUNDATION
F.O. FACE OF

FS FAR SIDE OR FIELD SCREW

FRMG FRAMING

FRP FIBER REINFORCED POLYMER

FT FOOT OR FEET

FTG FOOTING
Fy YIELD STRESS

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GLB GLUED-LAMINATED BEAM

HAB HEADED ANCHOR BOLT

HD HOLDOWN

HDG HOT-DIPPED GALVANIZED

HDR HEADER

HGR HANGER

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH-STRENGTH

HSB HIGH-STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

ID INSIDE DIAMETER
I.F. INSIDE FACE

ABBREVIATIONS AND LEGEND
010000-0002

IN INCH

INT INTERIOR

IOR INSPECTOR OF RECORD

JST JOIST

JT JOINT

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L ANGLE

LD DEVELOPMENT LENGTH

LDH HOOK DEVELOPMENT LENGTH

LFRS LATERAL FORCE RESISTING
SYSTEM

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LS LAP SPLICE

LWC LIGHTWEIGHT CONCRETE

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MTL METAL
(N) NEW

NA NEUTRAL AXIS

NS NEAR SIDE OR NON-SHRINK

NTS NOT TO SCALE

NWC NORMALWEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER
O.F. OUTSIDE FACE

OH OPPOSITE HAND

OPNG OPENING

PDF POWDER/POWER DRIVEN

FASTENER

PJ PANEL JOINT

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLC(S) PLACE(S)

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED OR

POST TENSION

QTY QUANTITY

RAD, R RADIUS

REF REFERENCE

REINF REINFORCING

REQD REQUIRED
(S) "SIMPSON" STRONG TIE CO. OR
"USP" W/ EQUIVALENT THIRD PARTY

EVALUATION VALUES

SB SILL BOLT

SC SAW CUT OR SLIP-CRITICAL

SCHED SCHEDULE

SEOR STRUCTURAL ENGINEER OF
RECORD

SHTG SHEATHING

SIM SIMILAR

SMS SHEET METAL SCREW

SN SILL NAIL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STGRD STAGGERED

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

T&B TOP & BOTTOM

T&G TONGUE AND GROOVE

THK THICK

THRD THREADED
T.O. TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WF, W WIDE FLANGE

WHS WELDED HEADED STUD

WLD WELDED

WO WHERE OCCURS

WP WORK POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

REFERENCE OF SECTIONS, DETAILS & SYMBOLS
010000-0004

DETAIL REFERENCE
SHOWN THUS *:

BUILDING SECTION INDICATION
SHOWN THUS:

ELEVATION INDICATION
SHOWN THUS:
2 S5.01 **
2 S5.01 **
2 S5.01 **

DETAIL NOTED IS SHOWN
ON SHEET S5.01, DETAIL 2
CUT IS SHOWN ON SHEET S5.01,
DETAIL 2

ELEVATION IS SHOWN ON
SHEET S5.01, DETAIL 2
* (ADDITIONAL INDICATORS MAY BE USED TO SHOW LOCATION OF DETAIL CUTS) ** (SHEET NUMBER MAY BE REPLACED BY A HYPHEN (-) WHEN THE REFERENCED DETAIL

APPEARS ON THE SAME SHEET AS THE CALL-OUT)
DETAIL TITLE SHOWN THUS:
2 DETAIL TITLE
SCALE

INDICATES THE TITLE, SCALE, AND DETAIL NUMBER ON SHEET

REFERENCE ELEVATION OR WORK POINT
LFRS
(LFRS)

INDICATES THAT A DETAIL OR PORTION OF FRAMING IS A PART OF THE

LATERAL FORCE RESISTING SYSTEM AND IS SUBJECT TO ADDITIONAL

REQUIREMENTS OUTLINED IN THE GENERAL NOTES AND SPECIFICATIONS TYPICAL HATCH PATTERNS USED (UNLESS NOTED OTHERWISE):

EXISTING ELEMENTS ARE SHOWN AS HALFTONE, NEW ELEMENTS ARE SHOWN AS FULL TONE UNO; EXAMPLE:

CONCRETE

MASONRY
STEEL

GROUT/SAND

SOIL/EARTH

PLYWOOD/SHEATHING

INDICATES A NEW

ELEMENT

INDICATES AN EXISTING

ELEMENT
(WEIGHT APPLIED TO ALL AREAS OF ROOF, UNO.

SOLAR CLEAR SPACE BETWEEN ROOF SURFACE AND PANEL
NOT TO EXCEED 24".)
4 PSF (DEAD LOAD)

6. SPECIAL LOADS
INTERNAL PRESSURE COEFFICIENT, GCpi +/-0.18
BASIC WIND SPEED (3 SECOND GUST) Vult = 90 MPH Vasd = 70 MPH

EXPOSURE CATEGORY C

5. WIND
MAXIMUM STORY DRIFT 0.010 x STORY HEIGHT

BASE SHEAR COEFFICIENT,
RESPONSE MODIFICATION COEFFICIENT, R 8

ANALYSIS PROCEDURE

EQUIVALENT LATERAL FORCE

PROCEDURE

LATERAL FORCE RESISTING SYSTEM

STEEL SPECIAL MOMENT
FRAME

0.56 1.2

0.6 1.5

SEISMIC DESIGN CATEGORY D

SITE CLASS C
IMPORTANCE FACTOR 1.5

4. SEISMIC

3. RISK CATEGORY IV
OR, CONCENTRATED IN 2.5 FT x 2.5 FT 2000 LBS
UNIFORM + PARTITIONS 80 PSF + 20 PSF = 100 PSF

FLOOR(S)
ROOF, UNIFORM 20 PSF

LIVE LOADS (REDUCIBLE, UNO)

2. GRAVITY
SAWN LUMBER:

CONTINUOUS BLOCKING END OF MEMBER
Ie
S1
SDS
SD1
SS
Cs

1. CODES:

2. SEISMIC DESIGN INFORMATION:

STRUCTURAL DESIGN CRITERIA FOR SEISMIC RETROFIT
010000-0001-R
HAZARD LEVEL SXS SX1
BSE-1E ?.??? ?.???
BSE-2E ?.??? ?.???

STRUCTURAL PERFORMANCE LEVEL
S-3 LIFE SAFETY
S-5 COLLAPSE PREVENTION

ALL NEW WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA EXISTING BUILDING CODE (CEBC) 2019 EDITION (TITLE 24, PART 10), INCLUDING ALL AMENDMENTS. ALL STANDARDS

USED SHALL BE THE LATEST VERSION APPROVED BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE. THE

PURPOSE OF THIS CODE IS TO, IN PART, ESTABLISH THE MINIMUM REQUIREMENTS TO

SAFEGUARD THE PUBLIC HEALTH, SAFETY AND GENERAL WELFARE THROUGH STRUCTURAL STRENGTH AND STABILITY. STRUCTURES DESIGNED IN ACCORDANCE WITH THE CODE ARE

LIKELY TO HAVE A LOW PROBABILITY OF COLLAPSE BUT MAY SUFFER SERIOUS STRUCTURAL AND NON-STRUCTURAL DAMAGE IF SUBJECTED TO THE DESIGN EARTHQUAKE. a. PERFORMANCE OBJECTIVES (ASCE 41-17):
b. THE DESIGN IS BASED ON THE CALIFORNIA EXISTING BUILDING CODE (CEBC), SPECIFICALLY SECTION 503.13 FOR VOLUNTARY SEISMIC IMPROVEMENTS. THERE IS NO CHANGE IN OCCUPANCY. THE ALTERED STRUCTURE IS NO LESS CONFORMING TO

THE PROVISIONS OF THE CBC, AND NEW STRUCTURAL ELEMENTS ARE DETAILED AS REQUIRED FOR NEW CONSTRUCTION. THE ALTERATIONS DO NOT CREATE A STRUCTURAL IRREGULARITY OR MAKE AN EXISTING IRREGULARITY MORE SEVERE.

ALTERATIONS DO NOT INCREASE THE DESIGN LATERAL OR GRAVITY LOADS.

1. GEOTECHNICAL REPORT INFORMATION AND DESIGN CRITERIA:

2. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS INDICATED IN THE GEOTECHNICAL REPORT.

3. FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS, UNO.

4. ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS.

5. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN STRENGTH.

6. THE DESIGN OF ALL RETAINING WALLS AND SUBTERRANEAN BUILDING WALLS INDICATED ON THESE DRAWINGS IS BASED ON DRAINED SOILS.

7. CONSTRUCTION JOINTS (CJ) AND SAWCUT (SC) JOINTS IN SLABS SHALL OCCUR WHERE SPECIFIED IN CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL SUBMIT SLAB JOINT LAYOUT TO SEOR FOR REVIEW PRIOR TO PLACING CONCRETE. CJ'S SHALL HAVE FORMED POUR STOPS. CONSTRUCTION JOINTS IN WALLS AND FOOTINGS NEED NOT OCCUR AT THE SAME LOCATION, UNO.

8. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS, CURBS,

DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN IN THE STRUCTURAL DRAWINGS.

9. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE

FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.

10. THE SLAB ON GRADE IS NOT DESIGNED TO SUPPORT TRAFFIC FROM CRANES OR OTHER HEAVY CONSTRUCTION VEHICLES. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED CONCRETE SLABS.

FOUNDATIONS AND SLABS ON GRADE
033100-0001
DESIGN COEFFICIENT OF FRICTION FOR SLIDING 0.30
ALLOWABLE LATERAL SOIL BEARING PRESSURE PER FOOT OF DEPTH 350 PSF ALLOWABLE SOIL PRESSURE, DEAD LOAD + LIVE LOAD + LATERAL LOAD 3750 PSF ALLOWABLE SOIL PRESSURE, DEAD LOAD + LIVE LOAD 2500 PSF MINIMUM EMBEDMENT OF FOOTINGS 30"
MINIMUM WIDTH OF FOOTINGS 12"

GEOTECHNICAL DESIGN CRITERIA
DATE 12/07/2023
REPORT NUMBER G00001075

AUTHOR BSK ASSOCIATES

GEOTECHNICAL REPORT

1. SEE "AS BUILT" DRAWINGS FOR EXISTING BUILDING ITEMS NOT SHOWN OR NOTED.

2. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO SHOP DRAWING PRODUCTION AND FABRICATION OF STRUCTURAL ELEMENTS.

3. WHERE EXISTING CONDITIONS VARY FROM THOSE SHOWN ON THESE DRAWINGS, THE

STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO SUBJECT CONDITIONS.

4. SHORE ALL EXISTING CONSTRUCTION AS REQUIRED, INCLUDING WHERE WELDING TO EXISTING STEEL FRAMING. SHORING DESIGN IS BY OTHERS.

5. ALL EXISTING CONCRETE SURFACES TO BE IN CONTACT WITH NEW CONCRETE SHALL BE CLEANED AND ROUGHENED TO 1/4" MINIMUM AMPLITUDE. USE BONDING AGENT BY SIKA OR

APPROVED EQUIVALENT ON EXISTING CONCRETE PRIOR TO PLACING NEW CONCRETE, PREPARE SURFACE AND APPLY IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

6. VERIFY LOCATION OF EXISTING REBAR BEFORE FABRICATION USING NON-DESTRUCTIVE TESTING. DO NOT DAMAGE EXISTING REBAR.

7. THE GENERAL CONTRACTOR SHALL COORDINATE THE WEIGHT AND SPECIFIC LOCATION OF ALL EQUIPMENT WITH THE STRUCTURAL FRAMING. IF THE EQUIPMENT DEVIATES IN WEIGHT

OR LOCATION FROM THOSE INDICATED IN THE DRAWINGS, THE STRUCTURAL ENGINEER'S APPROVAL MUST BE OBTAINED PRIOR TO INSTALLATION OF THE UNITS.

8. ALL EXISTING WOOD FRAMING MEMBERS SUPPORTING NEW MECHANICAL UNITS SHALL BE INSPECTED FOR DAMAGE AND DETERIORATION PRIOR TO INSTALLATION OF THE UNITS.

NOTIFY THE STRUCTURAL ENGINEER IF DAMAGE OR DETERIORATION IS DISCOVERED.

EXISTING CONDITIONS
020000-0000

STRUCTURAL SHEET INDEX

SHEET NUMBER SHEET NAME
S1-001 STRUCTURAL GENERAL NOTES & SYMBOLS
S1-101 STRUCTURAL FOUNDATION PLAN & LEVEL 1 PLAN - CSC BUILDING S1-102 STRUCTURAL LEVEL 2 FRAMING PLAN - CSC BUILDING
S1-103 STRUCTURAL LEVEL 3 FRAMING PLAN - CSC BUILDING
S1-104 STRUCTURAL ROOF FRAMING PLAN - CSC BUILDING
S2-101 STRUCTURAL FOUNDATION PLAN - POLICE SERVICES BUILDING S2-102 STRUCTURAL ROOF FRAMING PLAN - POLICE SERVICES BUILDING S3-101 STRUCTURAL FOUNDATION PLAN - K-9 BUILDING
S3-102 STRUCTURAL ROOF FRAMING PLAN - K-9 BUILDING

0.141.04 0.449 1.80 0.838
DRAFT

A B C D E F G
1 2
3 4
5 126'-10 3/8"
37'-1 5/8"45'-0"30'-0"14'-8 3/4"
198'-7"
34'-0" 36'-0" 36'-0" 36'-6 1/8" 21'-6 1/8" 34'-6 3/4"
5" CONC SLAB W/ #3 @ 18"OC,
EA WAY, @ MID-DEPTH, OVER
15 MIL (MIN) VAPOR BARRIER
OVER 6" CRUSHED ROCK OVER

PREPARED BUILDING PAD
30" DEEP PAD FOOTING OVER
PREPARED BUILDING PAD, TYP.

TOP OF PAD FOOTINGS SHALL

OCCUR BELOW GRADE BEAMS,
WHERE OCCUR.
30"x30" GRADE BEAM,
TYP @ MOMENT FRAMES

AS SHOWN

ELEV PIT

ELEV PIT
12" WIDE x 30" DEEP

CONT CONC FTG,
TYP @ PERIMETER

VISITOR STAIRS
24" WIDE x 30" DEEP

CONT CONC FTG AROUND
LEGEND:

INDICATES WF COL

INDICATES HSS COL
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-101

STRUCTURAL

FOUNDATION PLAN
& LEVEL 1 PLAN -

CSC BUILDING
1/8" = 1'-0"
STRUCTURAL FOUNDATION PLAN & LEVEL 1 PLAN - CSC BUILDING 1 north
DRAFT

A B C D E F G
1 2
3 4
5 W24x131
W24x55
W16x26
W24x55
W24x55W24x55 W24x55W18x40
W24x55 W24x55 W24x55 W12x14
W18x35
W12x14
W18x35
W12x14
W24x131 W24x55 W24x55 W24x55
W18x40
W24x55
W24x131
W24x55W24x131
W18x40 W24x55W18x40
W24x55 W24x131 W24x131 W24x55 W24x55
W21x44
W21x44
W24x131
W21x44
W21x44
W24x131
W21x44
W24x131
W21x44
W21x44W21x44 W24x131W24x131
W24x55
W24x131
W12x14
W18x35
W12x14
W18x35
W24x131
W24x55W24x55
W24x131
W24x55
W18x40
W16x26
W12x14
W24x55W24x55W24x55
W12x14W12x14W12x14
W24x55W24x55W24x55
W18x40
W18x40
W18x40
W16x26
W16x26
W16x26
W12x14
W1
W12x14
2x14
W12x14
W12x14
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W24x55W24x55W24x55
W18x40
W18x40
W18x40
W21x44W21x44W21x44
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W24x55W18x40 W21x44
W16x26
W16x26
W16x26W16x26W16x26
W16x26
W16x26
W16x26
W16x26W16x26W16x26
W16x26
W21x44
W16x26
W16x26
W16x26
W16x26
W16x26
W16x26
W16x26
W16x26
W12x14W12x14W12x14W12x14W12x14W12x14W12x14
W16x26
W16x26
W16x26
W16x26
2 1/2" LWC
OVER 3Wx20GA

MTL DECK
HSS BM's AT

PERIMETER OF

STAIR OPNG
HSS BM's, TYP

AROUND STAIR
& ELEV OPNG's
3 1/4" LWC OVER
3Wx20GA MTL
DECK

LFRS LFRS

LFRSLFRS

LFRSLFRS
LFRS

LFRSLFRS LFRSLFRSLFRS LFRSLFRS
LEGEND:

INDICATES WF COL

INDICATES HSS COL

INDICATES ORDINARY MOMENT CONNECTION

INDICATES SPECIAL MOMENT FRAME CONNECTION
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-102

STRUCTURAL
LEVEL 2 FRAMING

PLAN - CSC

BUILDING
1/8" = 1'-0"
STRUCTURAL LEVEL 2 FRAMING PLAN - CSC BUILDING 1
north
DRAFT

A B C D E F G
1 2
3 4
5 W24x55
W16x26
W24x55
W24x55W18x40
W18x40
W24x55 W24x55 W12x14
W18x35
W12x14
W18x35
W12x14
W24x131 W24x55 W18x40 W18x40
W18x40
W24x55
W24x131
W24x55W24x131
W18x40 W24x55W18x40
W24x55 W24x131 W24x131 W24x55 W24x55
W21x44
W21x44
W24x131
W21x44
W21x44
W24x131
W21x44
W24x131
W21x44
W21x44W21x44 W24x131W24x131
W24x55
W24x131
W12x14
W18x35
W12x14
W18x35
W24x131
W24x55
W24x131
W24x55
W18x40
W24x55W24x55W24x55
W18x40
W18x40
W18x40
W16x26
W16x26
W21x44
W12x14
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W18x40W18x40W18x40
W21x44W21x44W21x44
W18x40
W18x40
W18x40
W21x44W21x44W21x44
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W24x55W18x40 W21x44
W21x44
W21x44
W21x44W21x44W21x44 W21x44 W21x44 W21x44 W21x44 W21x44
W21x44
W21x44
W21x44
W21x44
W16x26
HSS12x6
W16x26
W16x26
W16x26
W16x26
W16x26
W16x26
W12x14W12x14W12x14W12x14W12x14W12x14W12x14
W16x26
W16x26
W21x44
W18x40
W18x35
W16x26
W16x26
W21x44
W16x26 W21x44
W21x44
W21x44
W21x44
W21x44
W21x44
W21x44
W21x44W21x44
W16x26 W16x26
W21x44W21x44W21x44W21x44W21x44W21x44W21x44
3 1/4" LWC OVER
3Wx20GA MTL
DECK
HSS BM's AT

PERIMETER OF

STAIR OPNG
HSS BM's, TYP

AROUND STAIR
& ELEV OPNG's

LFRS LFRS

LFRSLFRS

LFRSLFRS
LFRS

LFRS LFRSLFRSLFRS LFRSLFRS
LEGEND:

INDICATES WF COL

INDICATES HSS COL

INDICATES ORDINARY MOMENT CONNECTION

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-103

STRUCTURAL
LEVEL 3 FRAMING

PLAN - CSC

BUILDING
1/8" = 1'-0"
STRUCTURAL LEVEL 3 FRAMING PLAN - CSC BUILDING 1
north
DRAFT

A B C D E F G
1 2
3 4
S1-104
4 S1-104
2 S1-104
3 2 1/2" LWC OVER
3Wx20GA MTL
DECK

LFRS LFRS

LFRSLFRS

LFRS LFRSLFRSLFRS LFRS
C D E
B36x18GA MTL
DECK
A
2 B36x18GA MTL
DECK
G
B36x18GA MTL
DECK
LEGEND:

INDICATES WF COL

INDICATES HSS COL

INDICATES ORDINARY MOMENT CONNECTION

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-104

STRUCTURAL ROOF

FRAMING PLAN -

CSC BUILDING
1/8" = 1'-0"
STRUCTURAL ROOF FRAMING PLAN - CSC BUILDING 1
1/8" = 1'-0"

SKYLIGHT FRAMING
2 1/8" = 1'-0"
ROOF STAIR FRAMING PLAN 4
1/8" = 1'-0"

ELEVATOR OVERRUN
FRAMING PLAN 3
north

A B C D E F G
1 2
3 4
S1-104
4 S1-104
2 S1-104
3 2 1/2" LWC OVER
3Wx20GA MTL
DECK

LFRS LFRS

LFRSLFRS

LFRS LFRSLFRSLFRS LFRS
C D E
B36x18GA MTL
DECK
A
2 B36x18GA MTL
DECK
G
B36x18GA MTL
DECK
LEGEND:

INDICATES WF COL

INDICATES HSS COL

INDICATES ORDINARY MOMENT CONNECTION

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-104

STRUCTURAL ROOF

FRAMING PLAN -

CSC BUILDING
1/8" = 1'-0"
STRUCTURAL ROOF FRAMING PLAN - CSC BUILDING 1
1/8" = 1'-0"

SKYLIGHT FRAMING
2 1/8" = 1'-0"
ROOF STAIR FRAMING PLAN 4
1/8" = 1'-0"

ELEVATOR OVERRUN
FRAMING PLAN 3
north
DRAFT
1 F
2 3 4 5 6 7 8 9 10 11 12 13 14
E
D
C
B
A
(E) FOOTING
(E) COLUMN
(E) 6" PRECAST WALL, TYP
(E) WALL FTG
(E) THICKEN SLAB UNDER

WOOD STUD WALLS
(E) GRADE BEAM (E) GRADE BEAM
(E) GRADE BEAM
19'-9" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-9" 16'-0" 255'-6"
16'-0"19'-7 1/2"19'-10 1/2"19'-10 1/2"19'-7 1/2"
95'-0"
TOF =
-X'-X"

INDICATES (E) CONCRETE TILT-UP WALL
INDICATES (E) Wx COLUMN, SIZE PER PLAN

INDICATES TOP OF FOOTING (TOF) ELEVATION
LEGEND:
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S2-101

STRUCTURAL

FOUNDATION &

FLOOR PLAN -

POLICE SERVICES

BUILDING
2/6/2024
north
1/8" = 1'-0"
STRUCTURAL FOUNDATION & FLOOR PLAN - POLICE SERVICES BUILDING 1 NOTES:

1. SEE (E) BUILDING DRAWINGS FOR TOP OF CONCRETE SLAB ELEVATIONS.

SEE ARCHITECTURAL FOR FINISH FLOOR ELEVATION.

2. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL FOR LOCATION OF EQUIPMENT. CONTRACTOR TO VERIFY ALL UNIT LOCATIONS, SIZES AND OPENINGS.

3. GRIDLINES SHOWN ARE TO FACE OF CONCRETE / STUD AS SHOWN, TYP, UNO. COORDINATE W/ ARCH AS REQUIRED. SEE ARCH FOR DIMENSIONS NOT SHOWN.

4. SEE GEOTECHNICAL REPORT FOR ALL SITE AND SUBGRADE PREPARATION.

5. SEE CIVIL DRAWINGS FOR EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, SITE WALLS, ETC.

6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLAB.

7. COORDINATE INFORMATION SHOWN W/ ARCH PLANS. REPORT ANY

DISCREPANCIES TO THE STRUCTURAL ENGINEER AND ARCHITECT
IMMEDIATELY.

DRAFT
1 F
2 3 4 5 6 7 8 9 10 11 12 13 14
E
D
C
B
A
(E) 3x14 (E) 3x14
(E) 4x14
(E) 3x14 (E) 3x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) TB3
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) W8x13(E) W8x13
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W8x13
(E) 3x14 (E) 3x14 (E) 3x14 (E) 3x14 (E) W8x13
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) 4x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) W10x33
(E) W10x33
(E) W10x33
(E) L2x2x3/16
(E) W10x33
(E) W10x33
(E) W10x33 BELOW
0"
(E) L2x2x3/16
(E) L2x2x3/16
(E) TB1 (E) TB1
(E) TB1 (E) TB1
(E) TB1 (E) TB1
(E) TB1 (E) TB1
(E) TB2 (E) TB2
(E) TB2 (E) TB2(E) TB2 (E) TB2(E) TB2 (E) TB2(E) TB2 (E) TB2(E) TB2 (E) TB2(E) TB2 (E) TB2 (E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5 (E) W6x8.5
(E) W6x8.5(E) W6x8.5
(E) W6x8.5
(E) W6x8.5(E) W6x8.5(E) W6x8.5
(E) W6x8.5
(E) W6x8.5(E) W6x8.5(E) W6x8.5(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5 (E) W6x8.5 (E) W6x8.5 (E) W6x8.5
(E) W8x13
(E) W8x13
(E) W8x13
(E) W8x13
(E) W8x13
(E) L2x2x3/16
(E) W8x17
19'-9" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-9" 16'-0" 255'-6"
16'-0"19'-7 1/2"19'-10 1/2"19'-10 1/2"19'-7 1/2"
95'-0"

WALL OOP ANCHORAGE

TO ALIGN W/ (E) PURLINS

STRAPS/PLS TO ALIGN W/
(E) PURLIN BELOW, TYP

STRAP TO ALIGN W/
(E) JOIST BELOW, TYP
WALL OOP ANCHORAGE @
4'-0"OC, TYP ALIGN W/ (E)

ROOF JOISTS
(E) 2x4 ROOF JOIST, TYP STRAPS/PLS TO ALIGN W/
(E) PURLIN BELOW, TYP

WALL OOP ANCHORAGE

TO ALIGN W/ (E)

PURLINS
WALL OOP ANCHORAGE @ 4'-0"OC, (E) 2x4 ROOF JOIST, TYP

TYP ALIGN W/ (E) ROOF JOISTS

STRAP TO ALIGN W/ (E) JOIST

BELOW, TYP

INDICATES (E) CONCRETE TILT-UP WALL
LEGEND:
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S2-102

STRUCTURAL ROOF

FRAMING PLAN -

POLICE SERVICES

BUILDING
1/8" = 1'-0"
STRUCTURAL ROOF FRAMING PLAN - POLICE SERVICES BUILDING 1 north
NOTES:

1. SEE (E) BUILDING DRAWINGS FOR TOP OF ROOF ELEVATIONS.

2. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL FOR LOCATION OF EQUIPMENT. CONTRACTOR TO VERIFY ALL UNIT
LOCATIONS, SIZES AND OPENINGS.

DRAFT
1 2 3 4 5 6 7 8 9 10 11 12
D
A
20'-8" 20'-8" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 230'-4"
C
B
7'-5"13'-3"13'-3"7'-5"
41'-4"
(E) W8x17 COLUMN,
TYP
(E) FOOTING, TYP
(E) 12" CMU WALL,
(E) WALL FOOTING,
TYP
(E) 8" CMU WALL,

TYP UNO
(E) GRADE SLAB
B.5
(N) REINF FOOTING AT

CROSS BRACING, TYP

ADD CROSS BRACING
AT 3 BAYS, MINIMUM
2 S3-101
2 S3-101
2 S3-101
LEGEND:

INDICATES CMU WALL PER PLAN

INDICATES (E) CMU WALL
INDICATES (E) Wx COLUMN, SIZE PER PLAN
C B
13'-3" 7'-6"
20'-9"
15'-0" 2'-4 3/4"
(E) BEAM PER PLAN
(E) W8x17

REINF FNDN AT

CROSS BRACING

REINF FNDN AT

CROSS BRACING

PER PLAN
(E) SLAB
(E) W8x17
(E) METAL ROOFING
(E) PURLIN PER PLAN
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S3-101

STRUCTURAL

FOUNDATION &

FIRST FLOOR PLAN
- K-9 BUILDING
1/8" = 1'-0"
STRUCTURAL FOUNDATION & FIRST FLOOR PLAN - K-9 BUILDING 1 north
NOTES:

1. SEE (E) BUILDING DRAWINGS FOR TOP OF CONCRETE SLAB ELEVATIONS, SEE ARCHITECTURAL FOR FINISH FLOOR ELEVATION.

2. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL FOR LOCATION OF EQUIPMENT. CONTRACTOR TO VERIFY ALL UNIT
LOCATIONS, SIZES AND OPENINGS.

3. GRIDLINES SHOWN ARE TO FACE OF CONCRETE / STUD AS SHOWN, TYP UNO. COORDINATE W/ ARCH AS REQUIRED. SEE ARCH FOR DIMENSIONS NOT SHOWN.

4. SEE GEOTECHNICAL REPORT FOR ALL SITE AND SUBGRADE
PREPARATION.

5. SEE CIVIL DRAWINGS FOR EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, SITE WALLS, ETC.

6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLAB.

7. COORDINATE INFORMATION SHOWN W/ ARCH PLANS. REPORT ANY

DISCREPANCIES TO THE STRUCTURAL ENGINEER AND ARCHITECT
IMMEDIATELY.
1/4" = 1'-0"
TYP BRACE ELEVATION 2
DRAFT
1 2 3 4 5 6 7 8 9 10 11 12
D
A
C
B
(E) CONC BEAM 12"x8"
(E) CONC BEAM 12"x10"
(E) CONC BRAM 12"x8"
(E) CONC BEAM 12"x8" (E) CONC BRAM 12"x10"
(E) CONC BEAM 12"x10"
(E) CONC BEAM 12"x8"
(E) W8x18 (E) W8x18
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W8x18 (E) W8x18
(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18 (E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) L2-1/2x2x3/16
L2-1/2x2x3/8
(E) L2-1/2x2x3/16
(E) L2-1/2x2x3/16
(E) L2-1/2x2x3/16
(E) L2-1/2x2x3/16
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
230'-4"
7'-5"13'-3"13'-3"7'-5"
41'-4"
20'-8" 20'-8" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" B.5

WALL TIE UPGRADE, TYP
COLLECTOR OOP TIE C6
C6

ADD HORIZONTAL

BRACING AT EA BAY, TYP

STEEL CROSS TIE AT

EA BEAM, TYP
C6
C6

THRU-BOLTS

ADD HORIZONTAL

BRACING AT EA BAY, TYP

ADD CROSS BRACING
AT 3 BAYS, MINIMUM
(E) CONC
BEAM 12"x10"
(E) CONC BEAM 12"x10"
2 S3-101 2
S3-101
2 S3-101
NOTES:

1. SEE (E) BUILDING DRAWINGS FOR TOP OF ROOF ELEVATIONS.

2. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL FOR LOCATION OF EQUIPMENT. CONTRACTOR TO VERIFY ALL UNIT
LOCATIONS, SIZES AND OPENINGS.
.

LEGEND:

INDICATES (E) CMU WALL
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S3-102

STRUCTURAL ROOF

FRAMING PLAN -
K-9 BUILDING
1/8" = 1'-0"
STRUCTURAL ROOF FRAMING PLAN - K-9 BUILDING 1
north
DRAFT
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-011-E
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

EXISTING SITE
PLAN, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
10 20 40 60

MAINE STREET

AMADOR STREET

YORK ST

BENICIA RD

AMADOR STREET

MAINE STREET

HUDSON ALLEY
DI
DI
C
C
S
S
S
S
S
S
S
W
W
W
W
W W W
W
W
W
C
C
W
S
C
C
?
?
W
M
W
D
D

BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING
GARAGE
HC
HC
HC
HC
HC
HC
HC
HC

HC HC HC HC
HC HC
DWY
DWY
DWY
DWY
DWY
DWY

DWY DWY
DWY

DWY DWY DWY

DWY DWY

SOLANO AVE
S
S
S

RAILROAD

30.5 25.0

23.0 23.5

24.0 24.5

23.0 24.0

25.0 25.0

26.0 25.5

24.5 23.5

YORK ST

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
(E)
288 PARKING SPACES

INCLUDES
9 EV

PARKING SPACES
X X
(E)

POLICE BUILDING
2-STORY
19,200 SF
(E)

PUBLIC WORKS

MAINTENANCE BUILDING
GROUND FLOOR: 19,400 SF
MEZZANINE: 3,655 SF
(E)

COVERED PARKING
(E)

PAINT SHOP
ANNEX
1,288 SF
(E)

BUILDING
1-STORY
5,576 SF
(E)

SECURED

ENTRANCE
(E)

SECURED

ENTRANCE
(E)

SECURED

ENTRANCE
(E)

SECURED

ENTRANCE
(E)

SECURED

ENTRANCE
(E)
GAS
PUMPS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
27 (E)
15 (E)
21 (E)
08 (E)
04 (E)
26 (E)
20 (E)
08 (E)
12 (E)
11 (E)
11 (E)
11 (E)
11 (E)
11 (E)
11 (E)
12 (E)
22 (E)
06 (E)
14 (E)
07 (E)
06 (E)
14 (E)
47 PARKING SPACES
(E)
42 PARKING SPACES
(E)
87 PARKING SPACES
(E)
112 PARKING SPACES
(E)

PAINT SHOP
1,700 SF
(E)

PD PORTABLES
2,800 SF
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
N
1 SCALE: 1" = 30'

ARCHITECTURAL EXISTING SITE PLAN
SITE AREA - 235,861 SF / 5.41 ACRES
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-011
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

DEVELOPED SITE
PLAN, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+35'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
10 2
21 18
9 18 MOTORBIKE PARKING
8 16
16 20
32 15
27 20
4 16
MATCH
LINE
MATCH
LINE
9 X +33' X
3-STORY

COMMUNITY SAFETY
CENTER
67,925 SF
GEN

VISITOR
ENTRY
SALLY
PORT

PUBLIC PLAZA

DRAINAGE RETENTION/

GREEN SPACE

SECURED
ENTRY
DN

POLICE SERVICES BUILDING
PHASE 1 T.I.: 12,000 SF
PHASE 1 ROOF RENOVATION: 21,340 SF
K-9 CANOPY BUILDING
T.I.: 1,700 SF | ROOF RENOVATION: 10,369 SF
TRASH
FINISHED FLOOR ELEVATION + 35'
FINISHED FLOOR ELEVATION + 35'
FINISHED FIRST FLOOR ELEVATION + 27'
RAMP
1:12
SITE: 5.4 ACRES
RMD
RMD
RLD
NMU
IL
RLD
RLD

RLD RLD
P/SP

11.3%
(E)

SECURED
ENTRY
(E)

VISITOR
ENTRY

SECURED
ENTRY
(E)

SECURED
ENTRY
DROPOFF
(240)

SECURED

PARKING
(13)
STREET

PARKING
(7)
STREET

PARKING
240 SECURED PARKING,
21 VISITOR PARKING, &
20 STREET SIDE PARKING

SECURED
ENTRY

PEDESTRIAN
ENTRY
(21)

VISITOR

PARKING
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
10 20 40 60
N
1 SCALE: 1" = 30'

ARCHITECTURAL DEVELOPED SITE PLAN
SITE AREA - 235,861 SF / 5.4 ACRES

SEE ENLARGED

PLAN - NORTH

SEE ENLARGED

PLAN - SOUTH
1 A-041
1 A-042
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-011-PH1
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

SITE PLAN, PHASE
1, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
MAX1:12 MAX1:12
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+35'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
21 32
15 27
20 4
16 MATCH
LINE
MATCH
LINE
9 X +33' X
(E)
GAS
PUMPS
3-STORY

COMMUNITY SAFETY
CENTER
67,925 SF
GEN

VISITOR
ENTRY
SALLY
PORT

PUBLIC PLAZA

DRAINAGE RETENTION/

GREEN SPACE

SECURED
ENTRY
DN

POLICE BUILDING TO

REMAIN IN TEMPORARY

USE DURING THE
PHASE 1 CONSTRUCTION
(E)

RETAINING WALL

TO REMAIN

DURING THE
PHASE 1

CONSTRUCTION
(E)

DRIVEWAY
(E)

SECURED
ENTRY
PHASE 2 SITE: 1.1 ACRES
PHASE 1 SITE: 4.3 ACRES
RMD
RMD
RLD
NMU
IL
RLD
RLD

RLD RLD
P/SP

11.3%
(E)

SECURED
ENTRY
(E)

VISITOR
ENTRY

SECURED
ENTRY
(E)

SECURED
ENTRY
DROPOFF
(13)
STREET

PARKING
(7)
STREET

PARKING

SECURED
ENTRY

PEDESTRIAN
ENTRY
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
PHASE 1
135 SECURED PARKING &
11 VISITOR PARKING
11 VISITOR

PARKING
135

SECURED

PARKING
10 20 40 60

SITE AREA
PHASE 1
PHASE 2

TOTAL SITE AREA
188,978
46,883
235,861
SQ. FT. ACRE

4.3 1.1

5.4 N
1 SCALE: 1" = 30'
ARCHITECTURAL SITE PLAN - PHASE 1
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-011-PH2
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

SITE PLAN, PHASE
2, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+35'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
10 2
21 18
9 18 MOTORBIKE PARKING
8 16
16 20
32 15
27 20
4 16
MATCH
LINE
MATCH
LINE
9 X +33' X
PHASE 1 SITE: 4.3 ACRES
3-STORY

COMMUNITY SAFETY
CENTER
67,925 SF
GEN

VISITOR
ENTRY
SALLY
PORT

PUBLIC PLAZA

DRAINAGE RETENTION/

GREEN SPACE

SECURED
ENTRY
DN

RLD RLD
P/SP

11.3%
(E)

SECURED
ENTRY
(E)

VISITOR
ENTRY

SECURED
ENTRY
(E)

SECURED
ENTRY
DROPOFF
(13)
STREET

PARKING
(7)
STREET

PARKING

SECURED
ENTRY

PEDESTRIAN
ENTRY
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
PHASE 2
105 SECURED PARKING &
10 VISITOR PARKING
10 20 40 60

SITE AREA
PHASE 1
PHASE 2

TOTAL SITE AREA
188,978
46,883
235,861
SQ. FT. ACRE

4.3 1.1

5.4 N
1 SCALE: 1" = 30'
ARCHITECTURAL SITE PLAN - PHASE 2
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-041
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

SITE PLAN -
NORTH, 1" = 20'
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
+33'
+32'
+31'
+35'
+31'

AMADOR ST

YORK ST

HUDSON AL

YORK ST
FORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
21 18
9 18 MOTORBIKE PARKING
8 16
16 20
32 15
27 20
MATCH
LINE
MATCH
X +33' LINE X

SECURED
ENTRY
DN

RLD RLD
P/SP
(E)

SECURED
ENTRY

SECURED
ENTRY
(240)

SECURED

PARKING
(7)
STREET

PARKING
240 SECURED PARKING,
21 VISITOR PARKING, &
20 STREET SIDE PARKING

SECURED
ENTRY
RMD
RMD
RLD
RLD
RLD
RLD
X X
RMD
RMD
NMU
RLD
RLD

RLD RLD
10 20 40 60

SITE AREA
PHASE 1
PHASE 2

TOTAL SITE AREA
188,978
46,883
235,861
SQ. FT. ACRE

4.3 1.1

5.4 N
1 SCALE: 1" = 20'

ARCHITECTURAL SITE PLAN - NORTH

KEY PLAN
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-042
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

SITE PLAN -
SOUTH, 1" = 20'
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

GARFORD AL

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
10 2
21 4
16 MATCH
LINE
MATCH
LINE
9 X +33' X
3-STORY

COMMUNITY SAFETY
CENTER
67,925 SF
GEN

VISITOR
ENTRY
SALLY
PORT

PUBLIC PLAZA

DRAINAGE RETENTION/

GREEN SPACE

SECURED
ENTRY
DN
K-9 CANOPY BUILDING
T.I.: 1,700 SF | ROOF RENOVATION: 10,369 SF
FINISHED FLOOR ELEVATION + 35'
FINISHED FIRST FLOOR ELEVATION + 27'
RAMP
1:12
NMU
IL
RLD

11.3%
(E)

SECURED
ENTRY
(E)

VISITOR
ENTRY
(E)

SECURED
ENTRY
DROPOFF
(13)
STREET

PARKING

PEDESTRIAN
ENTRY
(21)

VISITOR

PARKING
NMU
RLD
X X
RMD
RMD
NMU
RLD
RLD

RLD RLD
10 20 40 60

SITE AREA
PHASE 1
PHASE 2

TOTAL SITE AREA
188,978
46,883
235,861
SQ. FT. ACRE

4.3 1.1

5.4 N
1 SCALE: 1" = 20'

ARCHITECTURAL SITE PLAN - SOUTH

KEY PLAN
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-101
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
LEVEL 1 PLAN -
CSC BUILDING, 1/8"
= 1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2
3 4
5 6
7 8
9 10
UP
24 RISERS (7")
S2.

S4.

A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
F
W D
36' 36'
37' 45' 30' 15'
36' 36' 22' 35'
34' 201'
257'
130'
57'
2 A1-201
1 A1-202
1 A1-201
2 A1-202
+33'
+27'
PATROL
ENTRY
PATROL
ENTRY
13 14
8 8
12 8 8
11 11 11 10
+27
+27
+27
+27
+33
+27
11 10
15 31
+30'
+34.5'
11 11 11 10 11 11 +33'
+27 +33''
+27
+27

MEN'S LOCKER
ROOM
A: 3,435 sq ft

WOMEN'S LOCKER
ROOM
A: 1,353 sq ft
PATROL
A: 5,839 sq ft

HOLDING

FACILITY
A: 1,208 sq ft

LAUNDRY
ROOM
1-109

BREAK AREA /
KIOSK
1-135
1 A1-302
1 A1-302
1 A1-301
1 A1-301
2 A1-301
2 A1-301
2 A1-302
2 A1-302
24 RISERS (6")
F F F
+33'

PHYSICAL

TRAINING
1-112
SECURE

ENTRY HALL
1-102

COMMUNITY

ENGAGEMENT
1-131
ELEV
1-101B
STAIR
1-100A
ELEV
1-101A

STORAGE
1-130
SECURE
PATIO
1-168

SALLY PORT
1-167
SECURE
ENTRY
ADMIN

LIEUTENANT
1-142
LIEUT
1-141

SHIFT SERGEANTS

OPEN OFFICE
1-138

CORPORALS
1-144
REPORT

WRITING
1-145

JUVENILE

WAITING
1-146

BRIEFING
1-137

STORAGE
1-148

KIT LOCKERS
1-151
LIEUT
1-140
LIEUT
1-139

JUVENILE

WAITING
1-147
WATCH

COMMANDER
1-149
CLOSET
1-150

CONF ROOM
1-143

INTERVIEW
ROOM
1-108

ELECTRICAL
ROOM
1-152

CIRCULATION
1-125
ALCOVE
1-113

WOMEN'S

LOCKERS
(58)
1-111

LACTATION
RM
1-107
ADA
BATHRM
1-119

WOMEN'S
TOILET
1-124

JANITOR
1-127
TOILET
1-128
TOILET
1-129
ADA
BATHRM
1-105
BATHRM
1-104
TOILET
1-106
CELL
1-161
CELL
1-162
CELL
1-160
CELL
1-157

JUV CELL
1-156 JUV CELL
1-165
STOR
1-163
SHWR
1-159
INTVW
1-166

SALLY PORT
1-154

BOOKING
1-155
IT
1-153
TOILET
1-164
STAIR
1-100B
STAIR
1-103
ALCOVE
1-110

FUNCTIONAL FITNESS
AREA
1-134
MEN'S

LOCKERS
(188)
1-114

CORRIDOR
1-158

MULTI-PURPOSE AREA
1-133

CIRCULATION
1-132
CIRC
1-136
CIRC
1-126
MEN'S
TOILET
1-123

VISITOR
ENTRY

RESTROOMS
1-115
ADA
SHOWER
1-118
ADA
SHOWER
1-117
JAN
1-116
ALLGENDER
TOILET
1-122

VISITOR

ENTRY HALL
1-120
STAIR
1-121
8 16 32 48
SCALE: 1/8" = 1'-0"

DEPARTMENT COLOR REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
N
1 SCALE: 1/8" = 1'-0"
ARCHITECTURAL LEVEL 1 PLAN - CSC BUILDING
FLOOR AREA: 24,325 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-102
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
LEVEL 2 PLAN -
CSC BUILDING, 1/8"
= 1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2
3 4
5 6
7 UP
24 RISERS (7")
1234567
UP
24 RISERS (7")
1 2
3 4
5 6
7 UP24 RISERS (7")
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
2 A1-201
1 A1-202
1 A1-201
2 A1-202
37' 45' 30' 15'
36' 36' 36' 36' 22' 35' 23'
225'
138'
1 A1-302
1 A1-302

EXTERIOR

BALCONY

RECEPTION
+33
+33
+39
+39'
+34.5
+39'

EXTERIOR

BALCONY
COFFEE
BAR
+30'
+39'
+32'
NOTE: SEE VISITOR

ENTRANCE ON
LEVEL 1

SALLY PORT
ROOF

RECORDS
A: 3,690 sq ft
CRIME

REDUCTION
A: 1,247 sq ft
PROF. STAND:

LIEUTENANT &

INTERNAL AFFAIRS
A: 1,403 sq ft

COMMUNITY

ENGAGEMENT
OFFICE
A: 313 sq ft
PROF. STAND:

CADETS &
VOLS.

A: 753 sq ft
ADMIN
A: 4,404 sq ft

ELECTRICAL
ROOM
1-274

COMMUNITY
COURT
1-243
1 A1-301
1 A1-301
2 A1-301
2 A1-301
2 A1-302
2 A1-302
SECURE
COURT
1-245
SECURE
ENTRY
HALL
1-102

EOC / COMMUNITY

MEETING ROOM
1-229

EXEC CONFERENCE
ROOM
1-232
CONF. ROOM
1-266
FILE
ROOM
1-268
COPY
ROOM
1-267

ADMIN SUPPORT
OPEN OFFICE (6)
1-249

SECRETARY
1-251

ADMIN MGR
1-252

PUBLIC INFO

ANALYST
1-253
CHIE'F
OFFICE
1-254

DEPUTY CHIEF'S
OFFICE
1-261

OPERATIONS

CAPTAIN OFFICE
1-257

SUPPORT

SERVICES

CAPTAIN OFFICE
1-259

DEPUTY CHIEF'S
OFFICE
1-263
STAIR
1-200A
ELEV
1-201A
RADIO
1-213

RECORDS
SPRVSR
1-222

RECORDS POLICE
CLERKS
1-220
VAULT
1-215
SUPPLY
STOR
1-218

DOCUMENT
CENTER
1-219
MAIL
1-216
SHRED
STOR
1-217
CONF
ROOM
1-225

RECEPTION COUNTERS
1-226
CLOSET
1-255

WAITING AREA
1-248
CLOSET
1-262
CLOSET
1-258
CLOSET
1-264
CLOSET
1-260
COFFEE
BAR
1-250

CIRCULATION
1-265
SGT
OFFICE
1-273
COPY /
WORK
ROOM
1-272

DETECTIVE
OPEN
OFFICE (8)
1-271

STANDARD

INTERVIEW
ROOM
1-281

SERGEANTS
OFFICE
1-284
IT
1-282

SUPPORT
STAFF
OFFICE
1-283
STOR
1-280

LIEUTENANT
1-275

SERGEANTS
I.A.
1-270
ADMIN

ANALYST
I.A.
1-277
SECURE

CONF RM
1-278
FILE
ROOM
1-276

CIRCULATION
1-202
TOILET
1-256
STOR
1-233

SERGEANTS
OFFICE
1-204
KITCH
1-231
TOILET
1-205
TOILET
1-206

PUBLIC LOBBY
1-227
TOILET
1-239
TOILET
1-238
ADA
TOILET
1-237
LIVE
SCAN
ROOM
1-235
INTVW
1-228
SALLY
PORT
1-234

CADETS & VOLS

OPEN OFFICE
1-203
ELEV
1-201B

VISITOR
ENTRY
STOR
1-230
INTVW
ROOM
1-241

SUPPORT

SERV LT
1-221
COFFEE
BAR
1-224
CIRC
1-214

COM MGR
1-211

SUPERVISORS
1-212

LOCKERS
1-210

LOCKERS
1-209

COM ROOM
1-208
COM
VEST
1-207
STAIR
1-200B
CIRC
1-279
CIRC
1-269
ALCOVE
1-240
STAIR
1-246
SECURE
ENTRY

CIRCULATION
1-244
ADA
TOILET
1-236
STAIR
1-121
CLOSET
1-223
CIRC
1-247

CIRCULATION
1-242
ENTRY
HALL
1-120
STAIR
1-103
8 16 32 48
SCALE: 1/8" = 1'-0"

DEPARTMENT COLOR REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
N
1 SCALE: 1/8" = 1'-0"
ARCHITECTURAL LEVEL 2 PLAN - CSC BUILDING
FLOOR AREA: 23,640 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-103
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
LEVEL 3 PLAN -
CSC BUILDING, 1/8"
= 1'-0
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
24 RISERS (7")
1 2
3 4
5 6
7 UP24 RISERS (7")
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
2 A1-201
1 A1-202
1 A1-201
2 A1-202
1 A1-302
1 A1-302
36' 36'
15' 30' 45' 37'
36' 36' 22' 35'
1 A1-301
1 A1-301
2 A1-301
2 A1-301
2 A1-302
2 A1-302
COPY /

WORKSPACE
COFFEE
BAR
COFFEE
BAR
COFFEE
BAR

TRAFFIC
A: 2,179 sq ft

DETECTIVE

DIVISION
A: 5,948 sq ft

COMMUNITY

OUTREACH
& YOUTH

SERVICES
A: 2,215 sq ft
IT
A: 3,092 sq ft
BUNK
ROOMS
A: 326 sq ft
F F
F
ELEV
1-301B
STAIR
1-300A
ELEV
1-301A
OPEN

BREAKROOM
1-340
TOILET
1-323

ROOFTOP

SERGEANTS
OFFICE
1-305 WAITING
AREA
1-303
CRIME

ANALYST
1-306

OPEN OFFICE POLICE
ASSIST & CLERKS (5)
1-302

COPY ROOM /

STORAGE
1-320
FILE
ROOM
1-307
OPEN OFFICE DETECTIVE (22)
1-304
SOFT

INTERVIEW
ROOM
1-319

STANDARD

INTERVIEW
ROOM
1-318
VICTIM

ADVOCATE
1-308

VICTIMS
ABUSE

INTERVIEW
ROOM
1-312

VICTIMS
ABUSE

WAITING
1-314

VICTIMS
ABUSE
M.P.R.
1-313

MONITOR
ROOM
1-316

CHIDREN'S
ROOM
1-311

CHIDREN'S
TOILET
1-310

CLETS, ARJIS,

NJIS, TRAK
1-317

CONFERENCE
ROOM
1-321
CIRC
1-315
CIRC
1-309

CONFERENCE
ROOM
1-326

LIEUTENANT
1-325

TRAFFIC OPEN
OFFICE (16)
1-328
TOILET
1-322

COMMUNITY

SERVICES OPEN
OFFICE (7)
1-331
CODE

ENFORCEMENT
(13)
1-330
I.S.

SYSTEMS
MGR
1-346

TECHNICIANS
OPEN OFFICE (5)
1-345

CONF RM
1-347

WORKSTATION

COMPUTER
EQUIP
1-350

ELECTRICAL
ROOM
1-351

COMPUTER

STAGING
1-349
BUNK
ROOM
1-343
BUNK
ROOM
1-342

CIRCULATION
1-335
SPRVSR
OFFICE
1-332

LIEUTENANT
1-333

ROOFTOP
STAIR
1-300B
CLOSET
1-334
IT
1-352

SERGEANT
OFFICE
1-327

MECH ROOF
CIRC
1-348

JANITOR
1-329

MECH ROOF
OPEN
CIRC
1-341
CIRC
1-338
CIRC
1-336

CIRCULATION
1-337
CIRC
1-339
CIRC
1-324

EXTERIOR BALCONY
8 16 32 48
SCALE: 1/8" = 1'-0"

DEPARTMENT COLOR REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
N
1 SCALE: 1/8" = 1'-0"
ARCHITECTURAL LEVEL 3 PLAN - CSC BUILDING
FLOOR AREA: 18,000 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-104
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

ROOF PLAN - CSC
BUILDING, 1/8" =
1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
2 A1-201
1 A1-202
1 A1-201
2 A1-202
1 A1-302
1 A1-302
1 A1-301
1 A1-301
2 A1-301
2 A1-301
2 A1-302
2 A1-302
6'
6'
8'
5' 4'
8'
7'
5'
5'
8'
6'
6'
6'
8'
6' 2'
TYP
7'
6'
36' 36' 36' 36' 22' 35'
15' 30' 45' 37'
7'
5'
ESTIMATED (385) 39"X78"

BALLASTED PV PANELS
(22)
(112)
(72)
(61)
(13)
(90)
(15)
LEVEL 3 BALCONY
ROOF
LEVEL 3 ROOFTOP
LEVEL 3
MECH
ROOF

MECH ROOF
LEVEL 2 BALCONY
LEVEL 2

BALCONY
LEVEL 1 SECURE PATIO

VISITOR

ENTRY ROOF

VISITOR
ENTRY
CANOPY

SKYLIGHT
CUPOLA
ROOF
ELEV
1-401B
STAIR
1-400A
ELEV
1-401A
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"

ARCHITECTURAL ROOF PLAN - CSC BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-201
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

BUILDING

ELEVATIONS - CSC
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT

G F E D C B A
+27'-0"
0 First Floor
+39'-0"
1 Second Floor
+53'-0"
2 Third Floor
+67'-0"
3 Roof

A B C D E F G
+27'-0"
1 First Floor
+39'-0"
2 Second Floor
+53'-0"
3 Third Floor
+67'-0"
4 Roof
+30'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
1 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"

NORTH ELEVATION - CSC BUILDING
2 SCALE: 1/8" = 1'-0"

SOUTH ELEVATION - CSC BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-202
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

BUILDING

ELEVATIONS - CSC
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
5 4 3 2 1
+27'-0"
1 First Floor
+39'-0"
2 Second Floor
+53'-0"
3 Third Floor
+67'-0"
4 Roof
12'-0" 14'-0" 14'-0" 3'-6" 5'-0"
43'-6"
48'-6"
1 2 3 4 5
+27'-0"
0 First Floor
+39'-0"
1 Second Floor
+53'-0"
2 Third Floor
+67'-0"
3 Roof
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
1 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"

EAST ELEVATION - CSC BUILDING
2 SCALE: 1/8" = 1'-0"

WEST ELEVATION - CSC BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-301
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

BUILDING

SECTIONS - CSC
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2 3 4 5
20' 14'
37' 45' 30' 15'
37' BLDG HEIGHT
(45' MAX ALLOWED)
12' 14' 14'
ADMIN
PATROL

DETECTIVE

DIVISION
SECURE
PATIO

ROOFTOP

FUNCTIONAL

FITNESS
AREA
SECURE
ENTRY
HALL
+33'-0"
SECURE
ENTRY
+27'-0"
+39'-0"
+53'-0"
+67'-0"
LEVEL 1
LEVEL 2
LEVEL 3
ROOF
+30'-0"

CADETS &
VOLS

BEHIND SECURE
COURT

A B C D E F G
26' 14'
37' BLDG HEIGHT
(45' MAX ALLOWED)
36' 36' 36' 36' 22' 35'
PUBLIC
LOBBY

COMMUNITY

OUTREACH &
YOUTH

SERVICES
CRIME

REDUCTION

COMMUNITY

ENGAGEMENT
IT

PATROL HOLDING

FACILITY

SALLY PORT

VISITOR
ENTRY
+30'-0"
+39'-0"
+53'-0"
+67'-0"
+27'-0"
LEVEL 1
LEVEL 2
LEVEL 3
ROOF

W TOILET M TOILET TOILET

TOILETTOILET
LIVE
SCAN
ROOM

MECH ROOF

VISITOR
ENTRY
HALL

FUNCTIONAL

FITNESS
AREA
ELEV

COMMUNITY
COURT
MULTIPURPOSE
AREA
BREAK

AREA / KIOSK
SECURE
COURT
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"

DEPARTMENT COLOR

REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
1 SCALE: 1/8" = 1'-0"

SECTION A-A, ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING 2 SCALE: 1/8" = 1'-0"

SECTION B-B, ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-302
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

BUILDING

SECTIONS - CSC
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2 3 4 5
12' 14' 14'
37' BLDG HEIGHT
(45' MAX. ALLOWED)
37' 45' 30' 15'

RECORDS

MEN'S LOCKER
ROOM
TOILET

COMMUNITY

ENGAGEMENT

TRAFFIC

COMMUNITY

OUTREACH & YOUTH

SERVICES
+33'-0"
+39'-0"
+53'-0"
+67'-0"
+27'-0"
LEVEL 1
LEVEL 2
LEVEL 3
ROOF
+30'-0"
PUBLIC
LOBBY

CIRC TOILET
CIRC
EOC /

COMMUNITY

MEETING
ROOM

ROOFTOP
8 16 32 48
SCALE: 1/8" = 1'-0"

G F E D C B A
12' 14' 14'
37'BLDG HEIGHT
(45' MAX ALLOWED)
35' 22' 36' 36' 36' 36'

COMMUNITY

ENGAGEMENT
PATROL

HOLDING

FACILITY

SALLY PORT

COMMUNITY
COURT
CRIME

REDUCTION

COMMUNITY

ENGAGEMENT
OFFICE
IT
+30'-0"
+39'-0"
+53'-0"
+67'-0"
+27'-0"
LEVEL 1
LEVEL 2
LEVEL 3
ROOF
SECURE
COURT

CIRC CIRC
BREAK
AREA /
KIOSK

FUNCTIONAL

FITNESS AREA

MULTI-PURPOSE
AREA

MECH ROOF

TOILET PUBLIC
LOBBY

COMMUNITY

OUTREACH &
YOUTH

SERVICES
SCAN
ROOM

INTVW TOILET

DEPARTMENT COLOR

REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
1 SCALE: 1/8" = 1'-0"

SECTION C-C , ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING 2 SCALE: 1/8" = 1'-0"

SECTION D-D , ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-701
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 1 - PUBLIC PLAZA AT AMADOR AND MAINE STREETS
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-702
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 2 - PUBLIC PLAZA OPEN SPACE AND PROJECT IDENTITY SIGN Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-703
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 3 - WEST END OF PUBLIC PLAZA LOOKING TOWARD COMMUNITY ENGAGEMENT ROOM Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-704
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 4 - PUBLIC DRINKING FOUNTAIN, COMMUNITY SAFETY CENTER SEEN BEYOND Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-705
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 5 - WALKING TOWARD THE COMMUNITY SAFETY CENTER FROM THE PUBLIC PLAZA Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-706
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 6 - COMMUNITY SAFETY CENTER VISITOR PARKING IN EVERYDAY USE Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-707
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 7 - 'UNITY' CANOPY - MAIN VISITOR PARKING ENTRY TO THE COMMUNITY SAFETY CENTER Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-708
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 8 - COMMUNITY EVENTS SPACE IN VISITOR PARKING LOT
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-709
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 9 - WEEKEND ART FAIR IN PUBLIC PLAZA
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-710
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 10 - BIRD'S EYE VIEW FROM AMADOR, LOOKING SOUTHWEST Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-711
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 11 - BIRD'S EYE VIEW FROM SECURE PARKING, LOOKING SOUTHEAST Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-101-E
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

EXISTING FIRST

FLOOR PLAN -

POLICE SERVICES
BUILDING, 1/8" =
1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A A
B B
F F
241'
81'
3 A2-201
1 A2-201
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
D D
14 14
4 A2-201
2 A2-201

MEZANINE FLOOR ABOVE

TO BE REMOVED IN
PHASE 1

REMOVE ONE

MAINTENANCE BAY TO

ACCOMMODATE FIRING
RANGE
(E) CHAIN LINK FENCE TO

BE REMOVED FOR

PARKING

OFFICE SPACES NOT

SHOWN, TO BE REMOVED
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT
FD
(E)

WAREHOUSE
[RELOCATES
IN PHASE 1]

OFFICES
AREA

COVERED

STORAGE
AREA
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD
(E)
FUEL

STATION
[TO REMAIN]
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"

EXISTING PUBLIC WORKS MAINTENANCE BUILDING
FLOOR AREA: 19,400 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-101-PH1
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

FLOOR PLAN -

POLICE SERVICES
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A A
B B
F F
241'
81'
+35'
3 A2-201
1 A2-201
24 SERGEANTS
OFFICE
2-114

TRAINING

CLASSROOM
2-111
FIRING RANGE - 25
YARD 8 LANE
2-100
MAINT
2-112
STOR
2-113

FACILITY

SUPPLIES

STORAGE
2-110
SWAT/
HNT
2-115

EQUIPMENT
ISSUE
2-116

PATROL &
SWAT
ARMORY
2-123
WC
2-104
WC
2-105

CLEANING
2-131
SWAT

STAGING
AREA
2-121
STOR
2-119

TRAINING SGT
OFFICE
2-109
ARMORY
2-103

GUN CLEANING
2-102
TECH
TEAM
2-118
IT/
SEC
2-120

EVIDENCE
TECH
2-129

VESTIBULE
2-101

RANGE STORAGE
2-108

EVIDENCE
PREP
2-130

EVIDENCE

VIEWING
2-124
WC
2-126
PPE
STOR
2-128

EVIDENCE

STORAGE
2-132
HIGH
VALUE
2-127
CIRC
2-107
CIRC
2-106
CIRC
2-117
CIRC
2-122
FLEET

MANAGER
2-125
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
D D
14 14
4 A2-201
2 A2-201

ROOFTOP ACCESS

FOR FIRING RANGE

HVAC UNITS
4' LIGHT CANOPY

OVER ENTRANCE
ABOVE
(E) CORRUGRATED

METAL CANOPY
ABOVE

NEW CURBED SLAB

FOR FIRING RANGE

HVAC HVAC
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT
PROF. STAND:

RECRUITMENT & FACILITIES

EMERGENCY SERVICES

UNIT ARMORY / SWAT

EVIDENCE

PICK-UP
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD

VISITING AGENCY

PARKING

VISITING AGENCY

ENTRANCE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"
PHASE 1 FLOOR PLAN, POLICE SERVICES BUILDING

INITIALLY FLEET MAINTENANCE OPERATIONS TO REMAIN
NOTE: ONE VEHICLE BAY BETWEEN GRID LINE 6 & 7 REMOVED TO

ACCOMMODATE
FLOOR AREA: 19,400 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-101-PH2
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

FLOOR PLAN -

POLICE SERVICES
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A A
B B
F F
241'
81'
+35'
3 A2-201
1 A2-201
24 SERGEANTS
OFFICE
2-114

TRAINING

CLASSROOM
2-111
FIRING RANGE - 25
YARD 8 LANE
2-100
MAINT
2-112
STOR
2-113

FACILITY

SUPPLIES

STORAGE
2-110
SWAT/
HNT
2-115

EQUIPMENT
ISSUE
2-116

PATROL &
SWAT
ARMORY
2-123
WC
2-104
WC
2-105

CLEANING
2-131
SWAT

STAGING
AREA
2-121
STOR
2-119

TRAINING SGT
OFFICE
2-109
ARMORY
2-103

GUN CLEANING
2-102
TECH
TEAM
2-118
IT/
SEC
2-120

EVIDENCE
TECH
2-129

VESTIBULE
2-101

RANGE STORAGE
2-108

EVIDENCE
PREP
2-130

EVIDENCE

VIEWING
2-124
WC
2-126

VIDEO TAPE

EVIDENCE
2-137
DRUGS

STORAGE
2-139

HOMICIDE

STORAGE
2-140
DRYING
ROOM
2-135

HAZ MAT

EVIDENCE
2-138
PPE
STOR
2-128
CSI

PROCESSING
LAB
2-136

EVIDENCE

STORAGE
2-134

IMPOUND

VEHICLE

STORAGE
2-133

FOUND /

EVIDENCE

STORAGE
2-144

EVIDENCE

DISPOSAL
2-143

PROPERTY

BICYLCLE
2-142

VEHICLE

ANALYSIS
BAY
2-141

EVIDENCE

STORAGE
2-132
HIGH
VALUE
2-127
CIRC
2-107
CIRC
2-106
CIRC
2-117
CIRC
2-122
FLEET

MANAGER
2-125
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
D D
14 14
4 A2-201
2 A2-201

ROOFTOP ACCESS

FOR FIRING RANGE

HVAC UNITS
4' LIGHT CANOPY

OVER ENTRANCE
ABOVE
(E) CORRUGRATED

METAL CANOPY
ABOVE

NEW CURBED SLAB

FOR FIRING RANGE

HVAC HVAC
PROF. STAND:

RECRUITMENT & FACILITIES

EMERGENCY SERVICES

UNIT ARMORY / SWAT

EVIDENCE

PICK-UP

VISITING AGENCY

PARKING

VISITING AGENCY

ENTRANCE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"
PHASE 2 FLOOR PLAN - POLICE SERVICES BUILDING

FUTURE POLICE SERVICE USE AFTER FLEET MAINTENANCE RELOCATES FLOOR AREA: 19,400 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-102
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

ROOF PLAN -

POLICE SERVICES
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A A
B B
F F
3 A2-201
1 A2-201
(E) SHEET METAL
GUTTER
(E) SHEET METAL
GUTTER, TYP.
(E) SHEET
METAL

GUTTER,
TYP.
(E) SHEET
METAL
GUTTER, TYP.
(E) SHEET METAL
GUTTER, TYP.
(E) SHEET
METAL

GUTTER,
TYP.
(E) SHEET
METAL

GUTTER,
TYP.
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
D D
14 14
4 A2-201
2 A2-201
(E) STANDING

SEAM METAL
ROOF
(E) CORRUGATED

METAL CANOPY
(E) SLOPE (E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"

ROOF PLAN, POLICE SERVICES BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-141
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
FIRING RANGE, 1/8"
=1'-0" W/MRF

PHOTOS & DETAILS
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
D
F

ROOFTOP ACCESS

FOR FIRING RANGE

HVAC UNITS

HVAC HVAC
A: 4,265 sq ft

FACILITY

SUPPLIES

STORAGE

TRAINNING SGT
OFFICE
1 E
2 3 4 5 6 7
C

FIRING RANGE -
25 YARD 8 LANE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"

ENLARGED FIRING RANGE FLOOR PLAN
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-201
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

BUILDING

ELEVATIONS,

POLICE SERVICES
BUILDING, 1/8" =
1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
8 16 32 48
SCALE: 1/8" = 1'-0"

F E D C B A

SHEET MTL
RWL, TYP.
(E) CORRUGATED

METAL SIDING
(E) STANDING

SEAM METAL ROOF
(E) CORRUGATED

METAL CANOPY
(E) ROLLING
DOOR, TYP.
(E) PRECAST
PANELS

A B C D E F
23'-1"
VIF
(E) SHEET

MTL RWL,
TYP.
(E) PRECAST
PANELS
(E) ROLLING
DOOR, TYP.
(E) WINDOW,
TYP.
(E) DOOR
TYP.
(E) CORRUGATED

METAL CANOPY
(E) STANDING

SEAM METAL ROOF
14 13 12 11 10 9 8 7 6 5 4 3 2 1

SHEET MTL
RWL, TYP.
(E)

CORRUGATED

METAL SIDING
(E) STANDING

SEAM METAL ROOF
(E) ROLLING
DOOR, TYP.
(E) PRECAST
PANELS
(E) CORRUGATED

METAL CANOPY
1 2 3 4 5 6 7 8 9 10 11 12 13 14
10'-0"
CLEAR
(E) CORRUGATED

METAL SIDING
(E) SHEET MTL
RWL, TYP.
(E) PRECAST
PANELS
(E) CORRUGATED

METAL CANOPY
(E) STANDING

SEAM METAL
ROOF
(E) ROLLING
DOOR, TYP.
4' LIGHT METAL

MEZZANINE CANOPY

FLOOR TBR
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
2 SCALE: 1/8" = 1'-0"
West Elevation
1 SCALE: 1/8" = 1'-0"
East Elevation
3 SCALE: 1/8" = 1'-0"
North Elevation
4 SCALE: 1/8" = 1'-0"
South Elevation
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A3-101
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
FLOOR PLAN - K-9

CANOPY BUILDING,
1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 1
2 2
3 3
A A
B
C
D D
4 4
DR W
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
21' 21'
10'
41'
21'
168'
9 SPACES @ 21'-0"
62' 168'
1 A3-201
4 A3-201
2 A3-201
3 A3-201
(E)
ELEC.

STORAGE

AND FOOD
PREP
KENNEL 4
DOGS
KENNEL 4
DOGS

REPLACE

ROLLUP DOOR

WITH NEW
3' DOOR IN (E)
3'-4" OPENING
FOOD

STORAGE
RACK

STORAGE AND

FOOD PREP

DOG WASH

GROOMING
TUB

LAUNDRY

DEMO (E)
WALL
DRY

LAUNDRY

STORAGE
3' DOOR IN (E)
5'-4" OPENING

WALL MOUNTED

HEAT PUMPS
ABOVE 3' DOOR IN (E)
5'-4" OPENING
3' DOOR IN (E)
5'-4" OPENING
3' DOOR IN (E)
3'-4" OPENING
3' DOOR IN (E)
3'-4" OPENING

CMU PARTIAL HEIGHT

WALL ADDITION

CMU PARTIAL HEIGHT

WALL ADDITION

STORAGE
UNITS

OUTDOOR
YARD
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"
ARCHITECTURAL FLOOR PLAN, K-9 CANOPY BUILDING
FLOOR AREA: 1,700 SF
CARPORT: 7,850 SF
TOTAL: 9,550 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A3-102
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

ROOF PLAN -

CANOPY BUILDING,
1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 1
2 2
3 3
A A
B
C
D D
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
1 A3-201
4 A3-201
2 A3-201
3 A3-201
(E) SHEET METAL
GUTTER, TYP.
(E) STANDING

SEAM METAL
ROOF
(E) SKYLIGHT
(E) SLOPE (E) SLOPE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"
ARCHITECTURAL ROOF PLAN, K-9 CANOPY BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A3-141
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
K-9 KENNEL

BUILDING PLAN,
1/4"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 1
2 2
3 3
A A
D D
4 4
DR
W
21' 21'
10'
41'
21'
62'
1 A3-201
4 A3-201
2 A3-201
3 A3-201
(E)
ELEC.

STORAGE

AND FOOD
PREP
KENNEL 4
DOGS
KENNEL 4
DOGS

REPLACE

ROLLUP DOOR

WITH NEW
3' DOOR IN (E)
3'-4" OPENING
FOOD

STORAGE
RACK

STORAGE AND

FOOD PREP

DOG WASH

GROOMING
TUB

LAUNDRY

DEMO (E)
WALL
DRY

LAUNDRY

STORAGE
3' DOOR IN (E)
5'-4" OPENING

WALL MOUNTED

HEAT PUMPS
ABOVE
3' DOOR IN (E)
5'-4" OPENING
3' DOOR IN (E)
5'-4" OPENING
3' DOOR IN (E)
3'-4" OPENING
3' DOOR IN (E)
3'-4" OPENING

CMU PARTIAL HEIGHT

WALL ADDITION

CMU PARTIAL HEIGHT

WALL ADDITION

STORAGE
UNITS

OUTDOOR
YARD
8 16 32
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/4" = 1'-0"
ARCHITECTURAL K-9 KENNEL BUILDING PLAN
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A3-201
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

BUILDING
ELEVATIONS - K-9

CANOPY BUILDING,
1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT

A B C D
K-9 KENNELS
(E) CONC. WALL BLOCK
(E) POURED IN PLACE
CONC. SECTION
(E) CORRUGATED IRON

ROOF OVER COVERED

STORAGE AREA

D C B A
+/- 15'-4"
VIF
(E) CORRUGATED

IRON ROOF
(E) SKYLIGHT
(E) CONC.

WALL
BLOCK
(E) LOUVERS
(E) DOOR
5 4 3 2 1 9'-0"
(E) CONC.

BLOCK WALL
(E) SKYLIGHT

RELACE (E) ROLL UP

DOOR WITH NEW
(E) 3" x 4" - 24
GA GALV D.S. @
EACH COL., TYP.
(E) CORRUGATED

IRON ROOFING
(E) ARCH PROJ
STEEL SASH, TYP.
3' DOOR IN (E)
3'-4" OPENING
3' DOOR IN (E)
3'-4" OPENING
CONC.

BLOCK WALL
9'-0"
(E) SKYLIGHT
(E) STANDING

SEAM METAL ROOF
(E) CORRUGATED

IRON ROOFING
(E) ARCH PROJ
STEEL SASH, TYP.
(E) 3" x 4" - 24
GA GALV D.S. @
EACH COL., TYP.
(E) CONC.

BLOCK WALL
3' DOOR IN (E)
3'-4" OPENING
3' DOOR IN (E)
3'-4" OPENING
CONC.

BLOCK WALL
5 4 3 2
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0" 2 SCALE: 1/8" = 1'-0"
East Elevation
1 SCALE: 1/8" = 1'-0"
West Elevation 3 SCALE: 1/8" = 1'-0"
North Elevation
4 SCALE: 1/8" = 1'-0"
South Elevation
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By
Drafted By
7750 College Town Dr, Ste. 101
Sacramento, CA 95826
Tel (916) 447-2841
www.peterseng.com
PETERS
engineering
Job no.
consulting
mechanical
and
electrical
engineers

23.055
M-001

MECHANICAL

GENERAL NOTES &
SYMBOLS s:\23.055 vallejo pd\drwgs\Mechanical\M-001 MECHANICAL GENERAL NOTES & SYMBOLS.dwg, 2/6/2024 7:30:02 AM, jmoberly, 1:1 DRAFT

PHYSICAL

TRAINING
1-112
SECURE
ENTRY
HALL 1-102

COMMUNITY

ENGAGEMENT
1-131
ELEV
1-101B
STAIR
1-100A
ELEV
1-101A

STORAGE
1-130
SECURE
PATIO
1-168

SALLY PORT
1-167
SECURE
ENTRY
ADMIN

LIEUTENANT
1-142
LIEUT
1-141

SHIFT SERGEANTS

OPEN OFFICE
1-138

CORPORALS
1-144
REPORT

WRITING
1-145

JUVENILE

WAITING
1-146

BRIEFING
1-137

STORAGE
1-148

KIT LOCKERS
1-151
LIEUT
1-140
LIEUT
1-139

JUVENILE

WAITING
1-147
WATCH

COMMANDER
1-149
CLOSET
1-150

CONF ROOM
1-143

INTERVIEW
ROOM
1-108

ELECTRICAL
ROOM
1-152

CIRCULATION
1-125
ALCOVE
1-113

WOMEN'S

LOCKERS
(58)
1-111

LACTATION
RM
1-107
ADA
BATHRM
1-119

WOMEN'S
TOILET
1-124

JANITOR
1-127
TOILET
1-128
TOILET
1-129
ADA
BATHRM
1-105
BATHRM
1-104
TOILET
1-106
CELL
1-161
CELL
1-162
CELL
1-160
CELL
1-157

JUV CELL
1-156 JUV CELL
1-165
STOR
1-163
SHWR
1-159
INTVW
1-166

SALLY PORT
1-154

BOOKING
1-155
IT
1-153
TOILET
1-164
STAIR
1-100B

LAUNDRY
ROOM
1-109
STAIR
1-103
ALCOVE
1-110

FUNCTIONAL FITNESS
AREA
1-134
MEN'S

LOCKERS
(188)
1-114

CORRIDOR
1-158

MULTI-PURPOSE AREA
1-133

CIRCULATION
1-132
CIRC
1-136
CIRC
1-126
MEN'S
TOILET
1-123

VISITOR
ENTRY

RESTROOMS
1-115
ADA
SHOWER
1-118
ADA
SHOWER
1-117
JAN
1-116

ALL-GENDER
TOILET
1-122

VISITOR
ENTRY
HALL 1-120
STAIR
1-121 BREAK AREA /
KIOSK
1-135
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
F
W D
+33'
+27'
PATROL
ENTRY
PATROL
ENTRY
13 14
8 8
12 8 8
11 11 11 10
+27
+27
+27
+27
+33
+27
11 10
15 31
+30'
+34.5'
11 11 11 10 11 11 +33'
+27' +33'
+27
F F F
+33'
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M1-101

MECHANICAL
ZONING LEVEL 1

PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\M1-101 MECHANICAL ZONING LEVEL 1 PLAN - CSC BUILDING.dwg, 2/6/2024 7:30:04 AM, jmoberly, 1:1 DRAFT
SECURE
COURT
1-245
SECURE
ENTRY
HALL
1-102

EOC / COMMUNITY

MEETING ROOM
1-229

EXEC CONFERENCE
ROOM
1-232
CONF. ROOM
1-266
FILE
ROOM
1-268
COPY
ROOM
1-267

ADMIN SUPPORT
OPEN OFFICE (6)
1-249

SECRETARY
1-251

ADMIN MGR
1-252

PUBLIC INFO

ANALYST
1-253
CHIE'F
OFFICE
1-254

DEPUTY CHIEF'S
OFFICE
1-261

OPERATIONS

CAPTAIN OFFICE
1-257

SUPPORT

SERVICES

CAPTAIN OFFICE
1-259

DEPUTY CHIEF'S
OFFICE
1-263
STAIR
1-200A
ELEV
1-201A
RADIO
1-213

RECORDS
SPRVSR
1-222

RECORDS POLICE
CLERKS
1-220
VAULT
1-215
SUPPLY
STOR
1-218

DOCUMENT
CENTER
1-219
MAIL
1-216
SHRED
STOR
1-217
CONF
ROOM
1-225

RECEPTION COUNTERS
1-226
CLOSET
1-255

WAITING AREA
1-248
CLOSET
1-262
CLOSET
1-258
CLOSET
1-264 CLOSET
1-260
COFFEE
BAR
1-250

CIRCULATION
1-265
SGT
OFFICE
1-273
COPY /
WORK
ROOM
1-272

DETECTIVE
OPEN
OFFICE
1-271 (8)

STANDARD

INTERVIEW
ROOM
1-281

SERGEANTS
OFFICE
1-284
IT
1-282

SUPPORT
STAFF
OFFICE
1-283
STOR
1-280

LIEUTENANT
1-275

SERGEANTS
I.A.
1-270
ADMIN

ANALYST
I.A.
1-277
SECURE

CONF RM
1-278
FILE
ROOM
1-276

CIRCULATION
1-202
TOILET
1-256
STOR
1-233

SERGEANTS
OFFICE
1-204
KITCH
1-231
TOILET
1-205
TOILET
1-206

PUBLIC LOBBY
1-227
TOILET
1-239
TOILET
1-238
ADA
TOILET
1-237
LIVE
SCAN
ROOM
1-235
INTVW
1-228
SALLY
PORT
1-234

CADETS & VOLS

OPEN OFFICE
1-203
ELEV
1-201B

VISITOR
ENTRY
STOR
1-230
INTVW
ROOM
1-241

SUPPORT

SERV LT
1-221
COFFEE
BAR
1-224
CIRC
1-214

COM MGR
1-211

SUPERVISORS
1-212

LOCKERS
1-210

LOCKERS
1-209
COM ROOM COM 1-208
VEST
1-207
STAIR
1-200B
CIRC
1-279
CIRC
1-269
ALCOVE
1-240
STAIR
1-246
SECURE
ENTRY

CIRCULATION
1-244
ADA
TOILET
1-236
STAIR
1-121
CLOSET
1-223
CIRC
1-247

CIRCULATION
1-242
ENTRY
HALL
1-120
STAIR
1-103

ELECTRICAL
ROOM
1-274

COMMUNITY
COURT
1-243
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5

EXTERIOR

BALCONY

RECEPTION
+33
+33
+39
+39'
+34.5
+39'

EXTERIOR

BALCONY
COFFEE
BAR
+30'
+39'
+32'
NOTE: SEE

VISITOR

ENTRANCE ON
LEVEL 1

SALLY PORT
ROOF
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M1-102

MECHANICAL
ZONING LEVEL 2

PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\M1-102 MECHANICAL ZONING LEVEL 2 PLAN - CSC BUILDING.dwg, 2/6/2024 7:30:07 AM, jmoberly, 1:1 DRAFT
ELEV
1-301B
STAIR
1-300A
ELEV
1-301A
OPEN

BREAKROOM
1-340
TOILET
1-323

ROOFTOP

SERGEANTS
OFFICE
1-305 WAITING
AREA
1-303
CRIME

ANALYST
1-306

OPEN OFFICE POLICE
ASSIST & CLERKS (5)
1-302

COPY ROOM /

STORAGE
1-320
FILE
ROOM
1-307
OPEN OFFICE DETECTIVE (22)
1-304
SOFT

INTERVIEW
ROOM
1-319

STANDARD

INTERVIEW
ROOM
1-318
VICTIM

ADVOCATE
1-308

VICTIMS
ABUSE

INTERVIEW
ROOM
1-312

VICTIMS
ABUSE

WAITING
1-314

VICTIMS
ABUSE
M.P.R.
1-313

MONITOR
ROOM
1-316

CHIDREN'S
ROOM
1-311

CHIDREN'S
TOILET
1-310

CLETS, ARJIS,

NJIS, TRAK
1-317

CONFERENCE
ROOM
1-321
CIRC
1-315
CIRC
1-309

CONFERENCE
ROOM
1-326

LIEUTENANT
1-325

TRAFFIC OPEN
OFFICE (16)
1-328
TOILET
1-322

COMMUNITY

SERVICES OPEN
OFFICE (7)
1-331
CODE

ENFORCEMENT
(13)
1-330
I.S.

SYSTEMS
MGR
1-346
TECHNICIANS OPEN OFFICE (5)
1-345

SERVER /

TELEPHONE
EQUIP
1-347

WORKSTATION

CAD EQUIP
1-353

COMPUTER
EQUIP
1-350

ELECTRICAL
ROOM
1-351

COMPUTER

STAGING
1-349
BUNK
ROOM
1-342
BUNK
ROOM
1-343
BUNK
ROOM
1-344

CIRCULATION
1-335
SPRVSR
OFFICE
1-332

LIEUTENANT
1-333

ROOFTOP
STAIR
1-300B
CLOSET
1-334
IT
1-352

SERGEANT
OFFICE
1-327

MECH ROOF
CIRC
1-348

JANITOR
1-329

MECH ROOF
OPEN
CIRC
1-341
CIRC
1-338
CIRC
1-336

CIRCULATION
1-337
CIRC
1-339
CIRC
1-324
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5

EXTERIOR BALCONY
COPY /

WORKSPACE
COFFEE
BAR
COFFEE
BAR
COFFEE
BAR
F F
F
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M1-103

MECHANICAL
ZONING LEVEL 3

PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\M1-103 MECHANICAL ZONING LEVEL 3 PLAN - CSC BUILDING.dwg, 2/6/2024 7:30:10 AM, jmoberly, 1:1 DRAFT

PHYSICAL

TRAINING
1-112
SECURE
ENTRY
HALL 1-102

COMMUNITY

ENGAGEMENT
1-131
ELEV
1-101B
STAIR
1-100A
ELEV
1-101A

STORAGE
1-130
SECURE
PATIO
1-168

SALLY PORT
1-167
SECURE
ENTRY
ADMIN

LIEUTENANT
1-142
LIEUT
1-141

SHIFT SERGEANTS

OPEN OFFICE
1-138

CORPORALS
1-144
REPORT

WRITING
1-145

JUVENILE

WAITING
1-146

BRIEFING
1-137

STORAGE
1-148

KIT LOCKERS
1-151
LIEUT
1-140
LIEUT
1-139

JUVENILE

WAITING
1-147
WATCH

COMMANDER
1-149
CLOSET
1-150

CONF ROOM
1-143

INTERVIEW
ROOM
1-108

ELECTRICAL
ROOM
1-152

CIRCULATION
1-125
ALCOVE
1-113

WOMEN'S

LOCKERS
(58)
1-111

LACTATION
RM
1-107
ADA
BATHRM
1-119

WOMEN'S
TOILET
1-124

JANITOR
1-127
TOILET
1-128
TOILET
1-129
ADA
BATHRM
1-105
BATHRM
1-104
TOILET
1-106
CELL
1-161
CELL
1-162
CELL
1-160
CELL
1-157

JUV CELL
1-156 JUV CELL
1-165
STOR
1-163
SHWR
1-159
INTVW
1-166

SALLY PORT
1-154

BOOKING
1-155
IT
1-153
TOILET
1-164
STAIR
1-100B

LAUNDRY
ROOM
1-109
STAIR
1-103
ALCOVE
1-110

FUNCTIONAL FITNESS
AREA
1-134
MEN'S

LOCKERS
(188)
1-114

CORRIDOR
1-158

MULTI-PURPOSE AREA
1-133

CIRCULATION
1-132
CIRC
1-136
CIRC
1-126
MEN'S
TOILET
1-123

VISITOR
ENTRY

RESTROOMS
1-115
ADA
SHOWER
1-118
ADA
SHOWER
1-117
JAN
1-116

ALL-GENDER
TOILET
1-122

VISITOR
ENTRY
HALL 1-120
STAIR
1-121 BREAK AREA /
KIOSK
1-135
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
F
W D
F F F
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M1-111

MECHANICAL LEVEL
1 PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\M1-111 MECHANICAL LEVEL 1 PLAN - CSC BUILDING.dwg, 2/6/2024 7:30:12 AM, jmoberly, 1:1 DRAFT
SECURE
COURT
1-245
SECURE
ENTRY
HALL
1-102

EOC / COMMUNITY

MEETING ROOM
1-229

EXEC CONFERENCE
ROOM
1-232
CONF. ROOM
1-266
FILE
ROOM
1-268
COPY
ROOM
1-267

ADMIN SUPPORT
OPEN OFFICE (6)
1-249

SECRETARY
1-251

ADMIN MGR
1-252

PUBLIC INFO

ANALYST
1-253
CHIE'F
OFFICE
1-254

DEPUTY CHIEF'S
OFFICE
1-261

OPERATIONS

CAPTAIN OFFICE
1-257

SUPPORT

SERVICES

CAPTAIN OFFICE
1-259

DEPUTY CHIEF'S
OFFICE
1-263
STAIR
1-200A
ELEV
1-201A
RADIO
1-213

RECORDS
SPRVSR
1-222

RECORDS POLICE
CLERKS
1-220
VAULT
1-215
SUPPLY
STOR
1-218

DOCUMENT
CENTER
1-219
MAIL
1-216
SHRED
STOR
1-217
CONF
ROOM
1-225

RECEPTION COUNTERS
1-226
CLOSET
1-255

WAITING AREA
1-248
CLOSET
1-262
CLOSET
1-258
CLOSET
1-264 CLOSET
1-260
COFFEE
BAR
1-250

CIRCULATION
1-265
SGT
OFFICE
1-273
COPY /
WORK
ROOM
1-272

DETECTIVE
OPEN
OFFICE
1-271 (8)

STANDARD

INTERVIEW
ROOM
1-281

SERGEANTS
OFFICE
1-284
IT
1-282

SUPPORT
STAFF
OFFICE
1-283
STOR
1-280

LIEUTENANT
1-275

SERGEANTS
I.A.
1-270
ADMIN

ANALYST
I.A.
1-277
SECURE

CONF RM
1-278
FILE
ROOM
1-276

CIRCULATION
1-202
TOILET
1-256
STOR
1-233

SERGEANTS
OFFICE
1-204
KITCH
1-231
TOILET
1-205
TOILET
1-206

PUBLIC LOBBY
1-227
TOILET
1-239
TOILET
1-238
ADA
TOILET
1-237
LIVE
SCAN
ROOM
1-235
INTVW
1-228
SALLY
PORT
1-234

CADETS & VOLS

OPEN OFFICE
1-203
ELEV
1-201B

VISITOR
ENTRY
STOR
1-230
INTVW
ROOM
1-241

SUPPORT

SERV LT
1-221
COFFEE
BAR
1-224
CIRC
1-214

COM MGR
1-211

SUPERVISORS
1-212

LOCKERS
1-210

LOCKERS
1-209
COM ROOM COM 1-208
VEST
1-207
STAIR
1-200B
CIRC
1-279
CIRC
1-269
ALCOVE
1-240
STAIR
1-246
SECURE
ENTRY

CIRCULATION
1-244
ADA
TOILET
1-236
STAIR
1-121
CLOSET
1-223
CIRC
1-247

CIRCULATION
1-242
ENTRY
HALL
1-120
STAIR
1-103

ELECTRICAL
ROOM
1-274

COMMUNITY
COURT
1-243
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5

EXTERIOR

BALCONY

RECEPTION

EXTERIOR

BALCONY

SALLY PORT
ROOF
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M1-112

MECHANICAL LEVEL
2 PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\MECHANICAL LEVEL 2 PLAN - CSC BUILDING.dwg, 2/6/2024 7:30:15 AM, jmoberly, 1:1 DRAFT
ELEV
1-301B
STAIR
1-300A
ELEV
1-301A
OPEN

BREAKROOM
1-340
TOILET
1-323

ROOFTOP

SERGEANTS
OFFICE
1-305 WAITING
AREA
1-303
CRIME

ANALYST
1-306

OPEN OFFICE POLICE
ASSIST & CLERKS (5)
1-302

COPY ROOM /

STORAGE
1-320
FILE
ROOM
1-307
OPEN OFFICE DETECTIVE (22)
1-304
SOFT

INTERVIEW
ROOM
1-319

STANDARD

INTERVIEW
ROOM
1-318
VICTIM

ADVOCATE
1-308

VICTIMS
ABUSE

INTERVIEW
ROOM
1-312

VICTIMS
ABUSE

WAITING
1-314

VICTIMS
ABUSE
M.P.R.
1-313

MONITOR
ROOM
1-316

CHIDREN'S
ROOM
1-311

CHIDREN'S
TOILET
1-310

CLETS, ARJIS,

NJIS, TRAK
1-317

CONFERENCE
ROOM
1-321
CIRC
1-315
CIRC
1-309

CONFERENCE
ROOM
1-326

LIEUTENANT
1-325

TRAFFIC OPEN
OFFICE (16)
1-328
TOILET
1-322

COMMUNITY

SERVICES OPEN
OFFICE (7)
1-331
CODE

ENFORCEMENT
(13)
1-330
I.S.

SYSTEMS
MGR
1-346
TECHNICIANS OPEN OFFICE (5)
1-345

SERVER /

TELEPHONE
EQUIP
1-347

WORKSTATION

CAD EQUIP
1-353

COMPUTER
EQUIP
1-350

ELECTRICAL
ROOM
1-351

COMPUTER

STAGING
1-349
BUNK
ROOM
1-342
BUNK
ROOM
1-343
BUNK
ROOM
1-344

CIRCULATION
1-335
SPRVSR
OFFICE
1-332

LIEUTENANT
1-333

ROOFTOP
STAIR
1-300B
CLOSET
1-334
IT
1-352

SERGEANT
OFFICE
1-327

MECH ROOF
CIRC
1-348

JANITOR
1-329

MECH ROOF
OPEN
CIRC
1-341
CIRC
1-338
CIRC
1-336

CIRCULATION
1-337
CIRC
1-339
CIRC
1-324
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5

EXTERIOR BALCONY
COFFEE
BAR
COFFEE
BAR
COFFEE
BAR
F F
F
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M1-113

MECHANICAL LEVEL
3 PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\MECHANICAL LEVEL 3 PLAN - CSC BUILDING.dwg, 2/6/2024 7:30:18 AM, jmoberly, 1:1 DRAFT
ELEV
1-401B
STAIR
1-400A
ELEV
1-401A
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
ESTIMATED (385) 39"X78"

BALLASTED PV PANELS
(22)
(112)
(72)
(61)
(13)
(90)
(15)
LEVEL 3 BALCONY
ROOF
LEVEL 3 ROOFTOP
LEVEL 3
MECH
ROOF

MECH ROOF
LEVEL 2 BALCONY
LEVEL 2

BALCONY
LEVEL 1 SECURE PATIO

SKYLIGHT
CUPOLA
ROOF
1 M1-113
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M1-114

MECHANICAL ROOF

PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\MECHANICAL ROOF PLAN - CSC BUILDING.dwg, 2/6/2024 7:30:20 AM, jmoberly, 1:1 DRAFT
A A
B B
D D
F
F

SERGEANTS
OFFICE

TRAINING

CLASSROOM
MAINT
STOR

FACILITY

SUPPLIES

STORAGE
SWAT/
HNT

EQUIPMENT
ISSUE

PATROL &
SWAT
ARMORY
WC WC

CLEANING
SWAT

STAGING
AREA
STOR

TRAINING SGT
OFFICE
ARMORY

GUN CLEANING
TECH
TEAM
IT/
SEC

EVIDENCE
TECH

VESTIBULE

RANGE STORAGE

EVIDENCE
PREP

EVIDENCE

VIEWING
WC
PPE
STOR

EVIDENCE

STORAGE
HIGH
VALUE

HVAC HVAC
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
14 14
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT

FIRING RANGE -
25 YARD 8 LANE

EVIDENCE

PICK-UP
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD

VISITING AGENCY

ENTRANCE
FLEET

MANAGER
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M2-101

MECHANICAL

ZONING PLAN -

POLICE SERVICES
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\M2-101 MECHANICAL ZONING PLAN - POLICE SERVICES BUILDING.dwg, 2/6/2024 7:30:22 AM, jmoberly, 1:1 DRAFT
A A
B B
D D
F
F

SERGEANTS
OFFICE

TRAINING

CLASSROOM
MAINT
STOR

FACILITY

SUPPLIES

STORAGE
SWAT/
HNT

EQUIPMENT
ISSUE

PATROL &
SWAT
ARMORY
WC WC

CLEANING
SWAT

STAGING
AREA
STOR

TRAINING SGT
OFFICE
ARMORY

GUN CLEANING
TECH
TEAM
IT/
SEC

EVIDENCE
TECH

VESTIBULE

RANGE STORAGE

EVIDENCE
PREP

EVIDENCE

VIEWING
WC
PPE
STOR

EVIDENCE

STORAGE
HIGH
VALUE

HVAC HVAC
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
14 14
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT

FIRING RANGE -
25 YARD 8 LANE

EVIDENCE

PICK-UP
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD

VISITING AGENCY

ENTRANCE
FLEET

MANAGER
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M2-111

MECHANICAL PLAN -

POLICE SERVICES
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\M2-111 MECHANICAL PLAN - POLICE SERVICES BUILDING.dwg, 2/6/2024 7:30:24 AM, jmoberly, 1:1 DRAFT
1 1
2 2
3 3
A A
B
C
D D
4 4 DR
W
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
(E)
ELEC.

STORAGE

AND FOOD
PREP
KENNEL 4
DOGS
KENNEL 4
DOGS

OUTDOOR
YARD
1 2 3
A A
D D
4 DR
W
5 (E)
ELEC.

STORAGE

AND FOOD
PREP
KENNEL 4
DOGS
KENNEL 4
DOGS

OUTDOOR
YARD
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
M3-101

MECHANICAL PLAN -
K-9 CANOPY
BUILDING s:\23.055 vallejo pd\drwgs\Mechanical\MECHANICAL PLAN - K-9 CANOPY BUILDING.dwg, 2/6/2024 7:30:25 AM, jmoberly, 1:1 DRAFT
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
P-001

GENERAL NOTES &

SYMBOLS
≥ S:\23.055 Vallejo PD\drwgs\Plumbing\P-001 GNERAL NOTES & SYMBOLS.dwg, 2/2/2024 1:58:30 PM, lgutierrez, 1:1 DRAFT
10 2
K9
CANOPY

BUILDING

POLICE SERVICES BUILDING

MAINE ST AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
MATCH
LINE
MATCH
LINE
9 X X
SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV 1 P2-101
1 P3-101
1 P1-101
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
P-011

PLUMBING SITE

REFERENCE &
PHASING PLAN s:\23.055 vallejo pd\drwgs\Plumbing\P-011 PLUMBING SITE REFERENCE & PHASING PLAN.dwg, 2/6/2024 7:31:12 AM, jmoberly, 1:1 DRAFT
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
F
W D
+33'
+27'
PATROL
ENTRY
PATROL
ENTRY
13 14
8 8
12 8 8
11 11 11 10
+27
+27
+27
+27
+33
+27
11 10
15 31
+30'
+34.5'
11 11 11 10 11 11 +33'
+27' +33'
+27
F F F
+33'
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
P1-101
PLUMBING LEVEL 1

PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Plumbing\P1-101 PLUMBING LEVEL 1 PLAN - CSC BUILDING.dwg, 2/6/2024 7:31:14 AM, jmoberly, 1:1 DRAFT
SECURE
COURT
1-245
SECURE
ENTRY
HALL
1-102

EOC / COMMUNITY

MEETING ROOM
1-229

EXEC CONFERENCE
ROOM
1-232
CONF. ROOM
1-266
FILE
ROOM
1-268
COPY
ROOM
1-267

ADMIN SUPPORT
OPEN OFFICE (6)
1-249

SECRETARY
1-251

ADMIN MGR
1-252

PUBLIC INFO

ANALYST
1-253
CHIE'F
OFFICE
1-254

DEPUTY CHIEF'S
OFFICE
1-261

OPERATIONS

CAPTAIN OFFICE
1-257

SUPPORT

SERVICES

CAPTAIN OFFICE
1-259

DEPUTY CHIEF'S
OFFICE
1-263
STAIR
1-200A
ELEV
1-201A
RADIO
1-213

RECORDS
SPRVSR
1-222

RECORDS POLICE
CLERKS
1-220
VAULT
1-215
SUPPLY
STOR
1-218

DOCUMENT
CENTER
1-219
MAIL
1-216
SHRED
STOR
1-217
CONF
ROOM
1-225

RECEPTION COUNTERS
1-226
CLOSET
1-255

WAITING AREA
1-248
CLOSET
1-262
CLOSET
1-258
CLOSET
1-264 CLOSET
1-260
COFFEE
BAR
1-250

CIRCULATION
1-265
SGT
OFFICE
1-273
COPY /
WORK
ROOM
1-272

DETECTIVE
OPEN
OFFICE
1-271 (8)

STANDARD

INTERVIEW
ROOM
1-281

SERGEANTS
OFFICE
1-284
IT
1-282

SUPPORT
STAFF
OFFICE
1-283
STOR
1-280

LIEUTENANT
1-275

SERGEANTS
I.A.
1-270
ADMIN

ANALYST
I.A.
1-277
SECURE

CONF RM
1-278
FILE
ROOM
1-276

CIRCULATION
1-202
TOILET
1-256
STOR
1-233

SERGEANTS
OFFICE
1-204
KITCH
1-231
TOILET
1-205
TOILET
1-206

PUBLIC LOBBY
1-227
TOILET
1-239
TOILET
1-238
ADA
TOILET
1-237
LIVE
SCAN
ROOM
1-235
INTVW
1-228
SALLY
PORT
1-234

CADETS & VOLS

OPEN OFFICE
1-203
ELEV
1-201B

VISITOR
ENTRY
STOR
1-230
INTVW
ROOM
1-241

SUPPORT

SERV LT
1-221
COFFEE
BAR
1-224
CIRC
1-214

COM MGR
1-211

SUPERVISORS
1-212

LOCKERS
1-210

LOCKERS
1-209
COM ROOM COM 1-208
VEST
1-207
STAIR
1-200B
CIRC
1-279
CIRC
1-269
ALCOVE
1-240
STAIR
1-246
SECURE
ENTRY

CIRCULATION
1-244
ADA
TOILET
1-236
STAIR
1-121
CLOSET
1-223
CIRC
1-247

CIRCULATION
1-242
ENTRY
HALL
1-120
STAIR
1-103

ELECTRICAL
ROOM
1-274

COMMUNITY
COURT
1-243
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5

EXTERIOR

BALCONY

RECEPTION
+33
+33
+39
+39'
+34.5
+39'

EXTERIOR

BALCONY
COFFEE
BAR
+30'
+39'
+32'
NOTE: SEE

VISITOR

ENTRANCE ON
LEVEL 1

SALLY PORT
ROOF
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
P1-102
PLUMBING LEVEL 2

PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Plumbing\P1-102 PLUMBING LEVEL 2 PLAN - CSC BUILDING.dwg, 2/6/2024 7:31:17 AM, jmoberly, 1:1 DRAFT
ELEV
1-301B
STAIR
1-300A
ELEV
1-301A
OPEN

BREAKROOM
1-340
TOILET
1-323

ROOFTOP

SERGEANTS
OFFICE
1-305 WAITING
AREA
1-303
CRIME

ANALYST
1-306

OPEN OFFICE POLICE
ASSIST & CLERKS (5)
1-302

COPY ROOM /

STORAGE
1-320
FILE
ROOM
1-307
OPEN OFFICE DETECTIVE (22)
1-304
SOFT

INTERVIEW
ROOM
1-319

STANDARD

INTERVIEW
ROOM
1-318
VICTIM

ADVOCATE
1-308

VICTIMS
ABUSE

INTERVIEW
ROOM
1-312

VICTIMS
ABUSE

WAITING
1-314

VICTIMS
ABUSE
M.P.R.
1-313

MONITOR
ROOM
1-316

CHIDREN'S
ROOM
1-311

CHIDREN'S
TOILET
1-310

CLETS, ARJIS,

NJIS, TRAK
1-317

CONFERENCE
ROOM
1-321
CIRC
1-315
CIRC
1-309

CONFERENCE
ROOM
1-326

LIEUTENANT
1-325

TRAFFIC OPEN
OFFICE (16)
1-328
TOILET
1-322

COMMUNITY

SERVICES OPEN
OFFICE (7)
1-331
CODE

ENFORCEMENT
(13)
1-330
I.S.

SYSTEMS
MGR
1-346
TECHNICIANS OPEN OFFICE (5)
1-345

SERVER /

TELEPHONE
EQUIP
1-347

WORKSTATION

CAD EQUIP
1-353

COMPUTER
EQUIP
1-350

ELECTRICAL
ROOM
1-351

COMPUTER

STAGING
1-349
BUNK
ROOM
1-342
BUNK
ROOM
1-343
BUNK
ROOM
1-344

CIRCULATION
1-335
SPRVSR
OFFICE
1-332

LIEUTENANT
1-333

ROOFTOP
STAIR
1-300B
CLOSET
1-334
IT
1-352

SERGEANT
OFFICE
1-327

MECH ROOF
CIRC
1-348

JANITOR
1-329

MECH ROOF
OPEN
CIRC
1-341
CIRC
1-338
CIRC
1-336

CIRCULATION
1-337
CIRC
1-339
CIRC
1-324
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5

EXTERIOR BALCONY
COPY /

WORKSPACE
COFFEE
BAR
COFFEE
BAR
COFFEE
BAR
F F
F
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
P1-103
PLUMBING LEVEL 3

PLAN - CSC
BUILDING s:\23.055 vallejo pd\drwgs\Plumbing\P1-103 PLUMBING LEVEL 3 PLAN - CSC BUILDING.dwg, 2/6/2024 7:31:20 AM, jmoberly, 1:1 DRAFT
A A
B B
D D
F
F

SERGEANTS
OFFICE

TRAINING

CLASSROOM
MAINT
STOR

FACILITY

SUPPLIES

STORAGE
SWAT/
HNT

EQUIPMENT
ISSUE

PATROL &
SWAT
ARMORY
WC WC

CLEANING
SWAT

STAGING
AREA
STOR

TRAINING SGT
OFFICE
ARMORY

GUN CLEANING
TECH
TEAM
IT/
SEC

EVIDENCE
TECH

VESTIBULE

RANGE STORAGE

EVIDENCE
PREP

EVIDENCE

VIEWING
WC
PPE
STOR

EVIDENCE

STORAGE
HIGH
VALUE

HVAC HVAC
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
14 14
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT

FIRING RANGE -
25 YARD 8 LANE

EVIDENCE

PICK-UP
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD

VISITING AGENCY

ENTRANCE
FLEET

MANAGER
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
P2-101-PH1

PLUMBING PLAN -

POLICE SERVICES
BUILDING s:\23.055 vallejo pd\drwgs\Plumbing\P2-101-PH1 PLUMBING PLAN - POLICE SERVICES BUILDING.dwg, 2/6/2024 7:31:22 AM, jmoberly, 1:1 DRAFT
1 1
2 2
3 3
A A
B
C
D D
4 4 DR
W
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
(E)
ELEC.

STORAGE

AND FOOD
PREP
KENNEL 4
DOGS
KENNEL 4
DOGS

OUTDOOR
YARD
1 2 3
A A
D D
4 DR
W
(E)
ELEC.

STORAGE

AND FOOD
PREP
KENNEL 4
DOGS
KENNEL 4
DOGS

OUTDOOR
YARD
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____
12/11/2023

VALLEJO

COMMUNITY

23.055
P3-101

PLUMBING PLAN -
K-9 CANOPY
BUILDING s:\23.055 vallejo pd\drwgs\Plumbing\P3-101 PLUMBING PLAN - K-9 CANOPY BUILDING.dwg, 2/6/2024 7:31:23 AM, jmoberly, 1:1 DRAFT

DRAWING DESCRIPTIONS

ELECTRICAL SHEET INDEX
No. OF DRAWING
SHEETS No.
1 E-041
E-001 ELECTRICAL GENERAL NOTES & SYMBOLS

ELECTRICAL SITE ENLARGED PLAN
(E)
LUMINAIRE - CEILING SURFACE OR PENDANT MOUNTED (LETTER "a" DENOTES SWITCH FUNCTION, NUMBER "2" DENOTES CIRCUIT NUMBER - TYPICAL FOR ALL LUMINAIRES UNLESS NOTED OTHERWISE).

LUMINAIRE - WALL MOUNTED

LUMINAIRE - CEILING RECESSED
WALL MOUNTED EXIT LUMINAIRE. ARROW SIGNIFIES DIRECTION, TYPICAL.

ENCLOSED LUMINAIRE - SURFACE MOUNTED

ENCLOSED LUMINAIRE - CEILING LAY-IN

ENCLOSED LUMINAIRE - CEILING RECESSED

EMERGENCY ENCLOSED LUMINAIRE

EXISTING LUMINAIRE TO REMAIN

EXISTING LUMINAIRE TO BE REMOVED
LUMINAIRE DESIGNATION WITH LAMP QUANTITY AND WATTAGE. SEE LUMINAIRE SCHEDULE.

SINGLE POLE TOGGLE SWITCH, +45" A.F.F. - "a" LETTER DENOTES SWITCH FUNCTION,

TYPICAL FOR ALL SWITCHES UNLESS NOTED OTHERWISE
DIMMER AND ON/OFF SWITCH - WALL MOUNTED AT +45" A.F.F.

OCCUPANCY SENSOR DIMMER AND ON/OFF SWITCH - WALL MOUNTED AT +45" A.F.F.

UNLESS NOTED OTHERWISE

OCCUPANCY AREA SENSOR SWITCH - CEILING MOUNTED

ROOM LIGHTING AND RECEPTACLE CONTROLLER - MOUNTED IN ACCESSIBLE CEILING AREA TYPICALLY. IF THERE IS NO ACCESSIBLE CEILING SPACE, COORDINATE MOUNTING WITH ARCHITECT BEFORE ROUGH IN.

JUNCTION BOX - SIZE AS REQUIRED BY CODE
DUPLEX CONVENIENCE OUTLET - NEMA 5-20R +18" A.F.F. TYPICAL FOR ALL CONVENIENCE OUTLETS, UNLESS NOTED OTHERWISE (LETTER "A" SHOWN ADJACENT TO OUTLET DESIGNATES MOUNTED HORIZONTALLY ABOVE COUNTER).

QUADPLEX CONVENIENCE OUTLET - NEMA 5-20R

CEILING MOUNTED DUPLEX RECEPTACLE

SPECIAL RECEPTACLE AS SHOWN ON PLANS
CONDUIT RUN CONCEALED IN CEILINGS OR WALLS. NUMBER OF HASH MARKS DENOTES QUANTITY OF WIRES. CURVED HASH MARK DENOTES QUANTITY OF #12 GREEN GROUND WIRES. CONDUCTORS OTHER THAN #10 ARE INDICATED ON PLANS. NO HASH MARKS DENOTES 2 #10 AWG AND 1 #12 GREEN GROUND IN 1/2" CONDUIT. REFER TO SYMBOL LIST NOTE #5. TYPICAL FOR ALL CONDUITS.

CONDUIT RUN UNDERFLOOR OR UNDERGROUND MINIMUM 1" DIAMETER.

CONDUIT HOMERUN TO PANELBOARD, SWITCHBOARD OR TERMINAL CABINET

CONDUIT TURNED AND RISED UP

CONDUIT TURNED AND DROPPED DOWN

EXISTING CONDUIT AND WIRING

PANELBOARD - SURFACE MOUNTED

PANELBOARD - FLUSH MOUNTED

TERMINAL CABINET

SWITCHBOARD, DISTRIBUTION PANEL, OR MOTOR CONTROL CENTER

EQUIPMENT DISCONNECT SWITCH - EXTERNALLY OPERATED, FUSED WITH FUSE SIZE TO

MATCH EQUIPMENT NAMEPLATE

EQUIPMENT DISCONNECT SWITCH - EXTERNALLY OPERATED, NON-FUSIBLE A
2/32
SYMBOL LIST NOTES:

1. EXISTING ELECTRICAL EQUIPMENT, OUTLETS, AND DEVICES ARE SHOWN THE SAME AS NEW, EXCEPT LIGHTLY AND ACCOMPANIED BY (E). SUCH ELECTRICAL EQUIPMENT, OUTLETS, AND DEVICES ARE TO REMAIN AS IS, UNLESS OTHERWISE NOTED ON PLAN OR SPECIFICATION.

2. ELECTRICAL OUTLET BOXES MOUNTED ON OPPOSITE SIDES OF FIRE-RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES PER CBC 2016, WHETHER SHOWN ON THE PLANS OR NOT.

3. VERIFY ON SITE THAT ALL PANELBOARDS HAVE MINIMUM WORKING SPACES PER CODE AND THAT THE

DEDICATED PANELBOARD SPACES ARE CLEAR OF ALL DUCTS, PIPING AND EQUIPMENT FOREIGN TO THE PANEL BOARDS. NOTIFY THE ENGINEER FOR CORRECTIVE ACTION IN THE EVENT THAT FOREIGN OBJECTS IMPEDE THE DEDICATED PANELBOARD AREAS.

4. WHERE CONDUIT STUB IS INDICATED, PROVIDE CONDUIT WITH BUSHING AT THE END OF CONDUIT AND PULL ROPE INTO ACCESSIBLE CEILING AREA.

5. #12AWG CONDUCTORS MAY BE USED IF ORIGINATE AT 15AMP CIRCUIT BREAKERS. CONDUCTORS ORIGINATING AT 20AMP CIRCUIT BREAKER SHALL BE #10AWG.

FIRE ALARM MANUAL PULL STATION, +45" A.F.F. UNLESS NOTED OTHERWISE (ALPHA-NUMBERIC

SUBSCRIPT DENOTES LOOP AND DEVICE NUMBER - TYPICAL FOR ALL FIRE ALARM DEVICES) FIRE ALARM HEAT DETECTOR - CEILING MOUNTED.

FIRE ALARM MECHANICAL DUCT DETECTOR - PROVIDED BY MECHANICAL CONTRACTOR.

COORDINATE CONNECTION TO FIRE ALARM SYSTEM.

FIRE ALARM AUDIBLE DEVICE, +90" A.F.F. UNLESS OTHERWISE NOTED. DEFAULT DEVICE IS A HORN.

FIRE/SMOKE DAMPER PROVIDED BY OTHER DIVISION, CONNECTION BY ELECTRICAL. SEE

MECHANICAL PLANS

END OF LINE RESISTOR
YY
FIRE ALARM SMOKE DETECTOR - CEILING MOUNTED. THE DEFAULT TYPE IS

PHOTOELECTRIC
FIRE ALARM AUDIO / VISUAL DEVICE, +80" A.F.F. DEFAULT AUDIO DEVICE IS A HORN. "YY" INDICATES STROBE CANDELA RATING.

IN-FLOOR MULTI-SERVICE BOX WITH FLUSH ACCESSIBLE LID, 2 DUPLEX RECEPTACLES (POWER), TELEPHONE AND DATA OUTLETS. REFER TO PLAN FOR SPECIFIC REQUIREMENTS.

TELEPHONE OUTLET - FLUSH IN WALL +18" A.F.F.

COMBINATION TELE/DATA OUTLET FLUSH IN WALL +18" A.F.F., 4-11/16" SQUARE BOX, 2-1/8" DEEP WITH 2 DEVICE RING AND PLATE (TOP HALF DEVICE FOR TELEPHONE, BOTTOM HALF DEVICE FOR DATA). NUMBER IN PARENTHESIS INDICATES NUMBER OF DATA AND NUMBER OF PHONE JACKS. NO NUMBER REPRESENT (1) PHONE AND (1) DATA JACK.

DATA OUTLET - FLUSH IN WALL +18" A.F.F. NUMBER IN PARENTHESIS INDICATES NUMBER OF DATA JACKS. NO NUMBER REPRESENT (1) DATA JACK. (2)

CONDUIT WITH CAP

CONDUIT STUB WITH INSULATED BUSHING
EXISTING CONDUIT TO BE REMOVED OR ABANDONED, REMOVE WIRES. COORDINATE WITH OWNER.

J
F/S
EOL
(R)
DUPLEX CONVENIENCE OUTLET - NEMA 5-20R +18" A.F.F.: (1) UNCONTROLLED RECEPTACLE, AND (1) CONTROLLED RECEPTACLE WITH A PERMANENT MARKING TO

DIFFERENTIATE FROM THE UNCONTROLLED RECEPTACLES
U USB / DUPLEX COMBINATION 2 USB 2.0 TYPE

SPEAKER - CEILING MOUNTED

SPEAKER - WALL MOUNTED
S
J
D J
P

DL DAY LIGHT SENSOR
DL
"DL" DENOTES LUMINAIRE IN DAYLIGHT ZONE; SHOULD BE CONTROLLED BY DAYLIGHT SENSOR. REFER TO LIGHTING CONTROL DIAGRAM.

POWER CONNECTION TO MODULAR FURNITURE, MAXIMUM (3) WS TYPE OF WORKSTATION FURNITURE (REFER TO ARCHITECTURAL ID1.1 SHEET) SHOULD BE CONNECTED TO 120V/20A CKT. COORDINATE EXACT REQUIREMENTS IN FIELD BEFORE ROUGH IN.

DATA/PHONE CONNECTION TO MODULAR FURNITURE. REFER TO PLANS FOR EXACT NUMBER OF TELEPHONE AND DATA CABLES. NUMBER IN PARENTHESIS INDICATES NUMBER OF DATA AND NUMBER OF PHONE CABLES. COORDINATE EXACT REQUIREMENTS IN FIELD BEFORE ROUGH IN.

QUADLEX CONVENIENCE OUTLET - NEMA 5-20R: (1) UNCONTROLLED DUPLEX RECEPTACLE, AND (1) CONTROLLED DUPLEX RECEPTACLE WITH A PERMANENT MARKING TO

DIFFERENTIATE FROM THE UNCONTROLLED RECEPTACLES
(2)
(2)
(2)
(2)
MAGNETIC CARD ACCESS READER AND OUTLET BOX MOUNTED AT 45" A.F.F. UNLESS NOTED.

SECURITY SYSTEM DOOR OR WINDOW CONTACT. PROVIDE 1" DIAMETER DOOR CONTACTS SUITABLE FOR DOOR TYPE (WOOD, METAL, ETC.).

1. INFORMATION SHOWN RELATIVE TO EXISTING CONDITIONS IS BASED UPON AVAILABLE RECORDS AND DATA. THEREFORE, IT SHALL BE REGARDED AS AN APPROXIMATION ONLY. CONTRACTOR AGREES THAT IN

ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE

REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. PRIOR TO SUBMITTING BID AND/OR BEFORE START OF

ANY ELECTRICAL WORK, INSPECT ALL EXISTING LOCATIONS AND CONDITIONS AND ASCERTAIN WORK

REQUIRED TO CLEAR PROJECT AREA OF ALL EXISTING ELECTRICAL ITEMS NOT BEING REUSED OR EXISTING TO REMAIN AS IS. REPORT ALL DISCREPANCIES AND COORDINATE ALL DEMOLITION WORK WITH THE OWNER'S REPRESENTATIVE. MAINTAIN SERVICE TO EXISTING ELECTRICAL EQUIPMENT IN AREAS ADJACENT TO REMODEL AREA, UNLESS OTHERWISE NOTED.

2. PROTECT ALL EXISTING ELECTRICAL EQUIPMENT ON EXISTING WALLS AND CEILINGS NOT REQUIRED TO BE DEMOLISHED UNLESS OTHERWISE NOTED. DELIVER ALL EXISTING ELECTRICAL EQUIPMENT IN

REMODELED AREAS, THAT ARE REMOVED AND NOT REUSED ELSEWHERE, AND ARE DEEMED TO BE SALVAGEABLE IN THE JUDGMENT OF THE CONTRACTOR AND OWNER'S REPRESENTATIVE, TO THE OWNER.

DELIVER ALL SALVAGED ELECTRICAL EQUIPMENT AND OTHER ITEMS TO A LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE. REMOVE FROM SITE, ALL OTHER ELECTRICAL EQUIPMENT, HARDWARE, AND

OTHER ITEMS THAT ARE DEEMED UNSALVAGEABLE BY CONTRACTOR AND THE OWNER'S REPRESENTATIVE.

3. DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, OUTLETS, DEVICES,

CONDUIT, WIRING AND OTHER ELECTRICAL ITEMS, WHETHER SHOWN OR NOT, FROM EXISTING CEILINGS AND WALLS WHICH ARE TO BE DEMOLISHED. MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING REMAINING DEVICES, UNLESS OTHERWISE NOTED.

4. RELOCATE ALL CONDUITS THAT ARE TO REMAIN IN SERVICE WHICH ARE IN A LOCATION TO CONFLICT WITH NEW WORK.

5. WHEREVER EXISTING ELECTRICAL DEVICES, PANELS, CONDUITS, CABLES, AND OTHER ITEMS, CONFLICT

WITH REMODEL WORK, WHETHER SHOWN OR NOT, RELOCATE THESE ITEMS TO COORDINATE WITH NEW CONSTRUCTION.

6. REUSE EXISTING CONDUITS AND WIRING WHEREVER POSSIBLE UNLESS OTHERWISE NOTED TO BE REMOVED.

7. PROVIDE FIRE RATED BACKBOXES TO MAINTAIN FIRE RATING OF CEILING OR WALLS AT LOCATIONS

WHERE RECESSED ELECTRICAL EQUIPMENT SUCH AS LIGHT FIXTURES, SWITCHES, RECEPTACLES, PANELS, AND OTHER ITEMS, ARE INSTALLED IN RATED WALLS OR CEILINGS.

8. PROVIDE PROTECTIVE COVERING OVER EXISTING EQUIPMENT WHEN INSTALLING ALL NEW WORK.

9. PROVIDE NEW PANEL DIRECTORIES FOR ALL EXISTING AND NEW PANELS. THE CONTRACTOR SHALL TRACE ALL CIRCUITS ON ALL PANELS IN THE BUILDING AND PRODUCE NEW PANEL DIRECTORIES.

10. DISPOSAL OF FLUORESCENT LAMPS: DISPOSE OR RECYCLE ALL EXISTING FLUORESCENT LAMPS

PROPERLY ACCORDING TO ENVIRONMENTAL PROTECTION AGENCY (EPA) AND RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) STANDARDS. INCLUDE ALL COSTS FOR DISPOSAL OR RECYCLING IN BID PROPOSAL. A CURRENT LIST OF LAMP RECYCLERS CAN BE OBTAINED THROUGH

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)
http://www.nema.org/lamprecycle/recyclers.html OR THROUGH http://www.lamprecycle.org/.

11. DISPOSAL OF BALLASTS: DISPOSE OR RECYCLE ALL EXISTING BALLASTS PROPERLY ACCORDING TO

ENVIRONMENTAL PROTECTION AGENCY (EPA) AND RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) STANDARDS. INCLUDE ALL COSTS FOR DISPOSAL OR RECYCLING IN BID PROPOSAL. A CURRENT LIST OF BALLAST RECYCLERS CAN BE OBTAINED THROUGH http://www.epa.gov/pcb/pubs/stordisp.htm.

COMMERCIAL STORAGE FACILITIES OR LANDFILL FACILITIES AS MEANS OF DISPOSAL IS NOT ALLOWED.

12. ASBESTOS REMOVAL: IN THE EVENT ASBESTOS IS FOUND TO BE PRESENT IN AREAS CONFLICTING WITH

ELECTRICAL WORK, BEFORE CONTINUATION OF WORK IN THOSE AREAS, NOTIFY THE OWNER'S

REPRESENTATIVE FOR THE REMOVAL OF SUCH HAZARDOUS MATERIAL BY A CERTIFIED ASBESTOS CONTRACTOR.

13. CIRCUIT NUMBERS AND CIRCUITING BASED UPON AS-BUILTS. ACTUAL CONDITION MAY VARY. TRACE AND

VERIFY ALL CIRCUITS SHOWN ARE AVAILABLE FOR DEMOLITION AND REUSE AS NEEDED DURING THE REMODEL PHASE. DOCUMENT ALL CHANGES ON AS-BUILT DRAWINGS.

DEMOLITION GENERAL NOTES
A VHF ANTENNA OUTLET. PROVIDE SO239 CONNECTOR. MOUNTING HEIGHT AND EXACT LOCATION SHALL BE COORDINATED IN FIELD BEFORE ROUGH IN.

E-011 ELECTRICAL SITE REFERENCE & PHASING PLAN
E2-101
E1-101 ELECTRICAL LEVEL 1 PLAN - CSC BUILDING

SYMBOL LIST
PB
B DOOR OPENING BUTTON - PROVIDE COMPATIBLE WITH DOOR HARDWARE.

INTRUSION ALARM PANIC BUTTON.

A AMPERES
A.F.F. ABOVE FINISHED FLOOR
A.I.C. AMPERE INTERRUPTING CAPACITY

AMP AMPERE

AWG AMERICAN WIRE GAUGE

BKR BREAKER
C. CONDUIT
C.O. CONDUIT ONLY, WITH PULL WIRE
(E) EXISTING

EM EMERGENCY
(ER) EXISTING RELOCATED

EMT ELECTRICAL METALLIC CONDUIT
(F) FUTURE

FACP FIRE ALARM CONTROL PANEL

FAPS FIRE ALARM POWER SUPPLY

FATC FIRE ALARM TERMINAL CABINET

FSD FIRE SMOKE DAMPER
GA. GAUGE
GALV. GALVANIZED

GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING
Isc SHORT CIRCUIT AMPERES

KVA KILO VOLT AMPERE

KW KILO WATT
LT. LIGHT
MAX. MAXIMUM
MIN. MINIMUM

N NEUTRAL
(N) NEW

NC NORMALLY CLOSED

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NO NORMALLY OPEN

OC ON CENTER

PFB PROVISIONS FOR FUTURE CIRCUIT

BREAKER

PH PHASE

PVC POLYVINYL CHLORIDE

QTY QUANTITY
(R) REMOVE

REQ'D REQUIRED
(RE) RELOCATE EXISTING
RCPT. RECEPTACLE
S.F. SQUARE FOOT
S.M.S SHEET METAL SCREW
S.S. STAINLESS STEEL

SWBD SWITCHBOARD

SYS SYSTEM

THW INSULATED STRAND WIRE

THHN NYLON JACKETED WIRE

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE

SUPPRESSION
TYP. TYPICAL

UGPS UNDERGROUND PULL SECTION

UL UNDERWRITERS LABORATORY

VA VOLT-AMPERES

WP WEATHER PROTECTED

XFMR TRANSFORMER

XHHW CROSS-LINKED POLYETHYLENE WIRE

INSULATED
Y WYE

ABBREVIATIONS
E1-102 ELECTRICAL LEVEL 2 PLAN - CSC BUILDING
E1-103 ELECTRICAL LEVEL 3 PLAN - CSC BUILDING
ELECTRICAL DEMOLITION PLAN - K-9 CANOPY BUILDING

USE EXTREME CAUTION WHEN DIGGING TO AVOID BURIED UTILITY CABLES, CONDUITS, AND PIPING. CALL "UNDERGROUND SERVICE ALERT" (U.S.A.):
811 or 1-800-642-2444
TWO WORKING DAYS BEFORE DIGGING TO VERIFY UNDERGROUND UTILITIES. ** UNDERGROUND DIGGING CAUTION **

AREA CONTAINS EXISTING POWER AND SINGLE CONDUITS/CONDUCTORS AND THE LOCATIONS ARE UNKNOWN. THE CONTRACTOR SHALL USE GROUND

PENETRATING RADAR (GPR) TO IDENTIFY UNDERGROUND INFRASTRUCTURE (CONDUITS AND PIPES) AND HAND DIG AROUND EXISTING UNDERGROUND INFRASTRUCTURE (CONDUITS AND PIPES).

GROUND PENETRATION RADAR (GPR)

1. THE EXISTING LIGHTING IN THE SPACE IS TO REMAIN. NO CHANGES ARE BEING MADE.

2. THE SCOPE DOES NOT INCLUDE ANY NEW OUTDOOR OR INDOOR LIGHTING. THEREFORE, TITLE 24 LIGHTING REQUIREMENTS ARE NOT APPLICABLE.

3. THE MODULAR FURNITURE DOES NOT HAVE BUILT-IN OR PLUG-IN TASK LIGHTS.

4. NO PROVISIONS MADE FOR ANY NEW TASK LIGHTS AT THE WORK STATIONS.

5. NO NEW MODULAR FURNITURE WITH BUILT-IN TASK LIGHT IS BEING ADDED/MODIFIED OR INCLUDED IN THE SCOPE OF WORK.

6. EMERGENCY LIGHTING FOR EGRESS (NORMALLY OFF) IS PART OF SCOPE OF WORK, AND IS EXEMPT FROM TITLE 24 LIGHTING CALCULATIONS.

7. NO NEW PANELBOARDS OR DISTRIBUTION PANELS ARE BEING INSTALLED UNDER THIS SCOPE.

8. NO CONTROLLED RECEPTACLES ARE REQUIRED UNDER THIS SCOPE.

TITLE 24 PART 6 COMPLIANCE GENERAL NOTES

BRANCH CIRCUIT VOLTAGE DROP TABLE

MAXIMUM BRANCH

CIRCUIT LENGTH CONDUCTOR SIZE

MAXIMUM CIRCUIT
LOAD FOR 20 AMP

CIRCUIT BREAKER
120 VOLT
#8 AWG

VOLTAGE
9 AMPS (1.08 KVA)
240 VOLT
9 AMPS (2.16 KVA)
#10 AWG
#12 AWG
#8 AWG
#10 AWG
#12 AWG
115 FEET
180 FEET
285 FEET
210 FEET
135 FEET
85 FEET
VOLTAGE DROP VALUES NOT EXCEEDING 2% FOR FEEDERS HAVE BEEN SHOWN ON THE ONE LINE DIAGRAM.

IN LIEU OF VOLTAGE DROP CALCULATIONS FOR EACH BRANCH CIRCUIT IN SCOPE OF WORK, THE GENERAL DESIGN STANDARD BELOW HAS BEEN FOLLOWED TO ENSURE A VOLTAGE DROP OF 3% IS NOT EXCEEDED.

WHERE THE CIRCUIT LOAD OR CIRCUIT LENGTH LISTED HAS BEEN EXCEEDED, A DETAILED VOLTAGE DROP CALCULATION FOR THAT CIRCUIT HAS BEEN PROVIDED WITH THE TITLE 24 COMPLIANCE DOCUMENTATION. #8 AWG
#10 AWG
#12 AWG
#8 AWG
#10 AWG
#12 AWG
200 FEET
330 FEET
510 FEET
380 FEET
250 FEET
150 FEET
12 AMPS (1.44 KVA)
12 AMPS (2.88 KVA)
#8 AWG
#10 AWG
#12 AWG
130 FEET
85 FEET
55 FEET
#8 AWG
#10 AWG
#12 AWG
285 FEET
185 FEET
110 FEET
16 AMPS (1.92 KVA)
16 AMPS (3.84 KVA)
TITLE 24 PART 6 ROLES AND RESPONSIBILITIES
ATTCP* ELECTRICAL

CONTRACTOR
M. NEILS
ENGINEERING, INC.

CERTIFICATION OF COMPLIANCE DOCUMENTS
(NRCC DOCUMENTS)

SUBMIT TO ONLINE DATA REGISTRY

CERTIFICATION OF INSTALLATION

DOCUMENTS (NRCI DOCUMENTS)

CERTIFICATION OF ACCEPTANCE DOCUMENTS
(NRCA DOCUMENTS)

SUBMIT TO ONLINE DATA REGISTRY

SUBMIT TO ONLINE DATA REGISTRY (ONLY

APPLIES TO AREAS IN BUILDINGS LARGER
THAN 10,000 SQUARE FEET) **
X
X
X
X
X OR X
* ACCEPTANCE TEST TECHNICIAN CERTIFICATION PROVIDER (ATTCP) ** SEE FORM NRCC-LTI-02-E (PAGE 1 OF 3)
X
208 VOLT
9 AMPS (1.87 KVA)
#8 AWG
#10 AWG
#12 AWG
#8 AWG
#10 AWG
#12 AWG
170 FEET
285 FEET
440 FEET
330 FEET
215 FEET
130 FEET
12 AMPS (2.49 KVA)
#8 AWG
#10 AWG
#12 AWG
250 FEET
160 FEET
95 FEET
16 AMPS (3.33 KVA)
277 VOLT
9 AMPS (2.49 KVA)
#8 AWG
#10 AWG
#12 AWG
#8 AWG
#10 AWG
#12 AWG
270 FEET
420 FEET
660 FEET
495 FEET
315 FEET
200 FEET
12 AMPS (3.32 KVA)
#8 AWG
#10 AWG
#12 AWG
370 FEET
235 FEET
150 FEET
16 AMPS (4.43 KVA)
E1-104 ELECTRICAL ROOF PLAN - CSC BUILDING
E3-101
E-012 ELECTRICAL SITE DEMOLITION PLAN

ELECTRICAL DEMOLITION PLAN - POLICE SERVICES BUILDING
E-601
E-602
E-603 ELECTRICAL ONE-LINE POWER DIAGRAM PLAN
E1-401 ELECTRICAL ROOM ENLARGED PLANS - CSC BUILDING
E1-402 ELECTRICAL IT ROOM ENLARGED PLANS - CSC BUILDING 2 3
4 5
6 7
8 9
10 11
12 13
14 15

ELECTRICAL ONE-LINE POWER DIAGRAM PLAN

ELECTRICAL ONE-LINE POWER DIAGRAM PLAN
E1-403 ELECTRICAL TYPICAL FURNITURE LAYOUT DETAILS - CSC BUILDING 16 E-042 ELECTRICAL SITE ENLARGED PLAN - GENERATOR YARD 17 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E-001

ELECTRICAL

GENERAL NOTES

AND SYMBOLS
DRAFT
10 2
K9
CANOPY

BUILDING

POLICE SERVICES BUILDING

MAINE ST AMADOR ST

SOLANO AVE

YORK ST

HUDSON AL

YORK ST

GARFORD AL
9 SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV MATCH
LINE
MATCH
LINE
SEE "E-041"
SEE "E-042"
SEE "E-041"
SEE "E-042"
1 E2-101
1 E1-301
1 E1-102
1 E1-103
1 E1-101
10,480 SQ. FT. OF AREA
PROVIDED FOR PV ARRAYS.
9030 SQ. FT OF AREA REQUIRED.
6 3
1 5
6 3
2 3
2 4
4 6
5 6
1 1
1 2

NUMBERED NOTES
1 PV SOLAR CANOPY. EACH ONE WILL HAVE EXTRA CONDUITS FOR FUTURE CAMERAS.

EACH PARKING SPOT LABELED EV A STANDARD AMP EV CHARGER.

PARKING SPOTS THAT ARE NOT LABELED EV CHARGERS WILL HAVE A SPARE CONDUIT STUBBED UP FOR FUTURE CHARGERS. THE EXACT NUMBER WILL NEED TO BE COORDINATED WITH THE CITY.

LED BOLLARDS CAN BE VEHICLE IMPACT RATED IMPACT RATED TO MAINTAIN AN INVITING LOOK WHILE KEEPING PEOPLE AND THE BUILDING SAFE.

POWER AND TELECOM SERVICES FOR THE POLICE SERVICE BUILDING AND K9 BUILDING WILL BE.

FEED FROM THE NEW PUBLIC SAFETY CENTER.

LED POLE LIGHTS. WILL MAINTAIN A UNIFORM LIGHT LEVEL THROUGHOUT THE CAMPUS. EACH ONE WILL HAVE EXTRA CONDUITS FOR FUTURE CAMERAS.
2 3
4 5
6 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E-011

ELECTRICAL SITE

REFERENCE &

PHASING PLAN
SCALE: 1" = 30'-0"
1 ELECTRICAL SITE REFERENCE & PHASING PLAN
E-011
DRAFT
C
C
S
S
S
S
S
S
S

W W W W

W W W W
W
W
C
C
W
S
C
C
?
?
W
M W
D
D
HC
HC HC
HC
HC
HC
HC

HC HC HC HC HC HC HC

DWY DWY DWY DWY DWY DWY DWY DWY DWY DWY DWY DWY

DWY DWY
S
S
S

30.5 25.0

23.0 23.5

24.0 24.5

23.0 24.0 25.0

25.0 26.0 25.5

24.5 23.5
MAX1:12 MAX1:12

NUMBERED NOTES
1 REMOVE (E) POWER POLES, CONDUCTORS, AND COMMUNICATION LINES TO (E) PORTABLES.

EXISTING BUILDINGS NEED TO BE REFEED WITH POWER AND LOW VOLTAGE CABLE, PHONE CONNECTIONS. SO THE POWER LINES OVER THE NEW BUILDING LOCATION CAN BE REMOVED.

REMOVE POWER LINES OVER THE NEW BUILDING LOCATION.
1 1
(R) MAIN

SWITCHBOARD
"MSB"
(E) DISTRIBUTION
PANEL "DP-1"
T
(E)
(E)
SCALE: 1" = 30'-0"
1 SITE PLAN - DEMOLITION ELECTRICAL
E-012 GEN
(R)
(E) PANEL "S"
(E) PANEL "L"
(E) PANEL "E"
(E) PANEL "C"
(E) GAS PUMPS
(R) ATS
J
(E)
(E)
(E) POWER POLE
(E) POWER POLE
TO (E) PANEL "C"
(E) POWER POLE (E) POWER POLE (E) POWER POLE
(E) MANHOLE
(E) 3" TEL.

SERVICE

CONDUIT
(E) PB (E) PB
(E) 4"C., FIBER
(E) 4"C.
(E) 3"C.
(E) 4"C.
(E) STREET LIGHT
(E) STREET LIGHT
(R) POWER POLE
(R) POWER POLE
(R)
(E)
(E) 3/4"C.
(R) 1-1/2"C. TO

RADIO PULL CAN

DISPATCH MODULAR

BUILDING

MAINE STREET

AMADOR STREET

YORK ST

BENICIA RD AMADOR STREET

MAINE STREET

BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE

SOLANO AVE

RAILROAD

RAILROAD
(E)

POLICE BUILDING
2-STORY
19,200 SF
(E)

PUBLIC WORKS

MAINTENANCE BUILDING
(E)

PAINT SHOP
1710 SF

NEW BUILDING
(R) POWER POLE (R) POWER POLE (R) POWER POLE
(R)
(R) (R)
(R) COMM. LINES

TAPPED TO

OVERHEAD LINES
(R) OVERHEAD

FEEDERS
(R) U.G. FEEDERS
(R)
(E) STREET LIGHT
(E) SERVICE LINE

TO RESIDENCE
(E) POWER POLE
(E) SERVICE LINE

TO RESIDENCE
(E) POWER POLE
(E) COMM LINE

TO RESIDENCE
(E) POWER POLE
(E) PB
(E) 4"C., FIBER
(R) OVERHEAD

FEEDERS
2 3
3 3
3 3
3 3
2 2
2 3 3
3 2
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E-012

ELECTRICAL SITE

DEMOLITION PLAN
DRAFT
10 2

MAINE ST
BEN

ARFORD AL
9 SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV SCALE: 1" = 20'-0"
1 ELECTRICAL SITE PLAN - SOUTH
E-041
1 E-043
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E-041

ELECTRICAL SITE

ENLARGED PLAN
DRAFT
SCALE: 1/4" = 1'-0"
1 SITE PLAN - GENERATOR YARD - ELECTRICAL
E-042
4' WIDE PLATFORM. LENGTH TO ELAPSE LENGTH OF GENERATOR.

NUMBERED NOTES
1 T
5' MIN
FROM
BLDG
3' MIN WORKING

CLEARANCE

ALL AROUND
8' MIN WORKING

CLEARANCE IN

FRONT OF XFMR
4' MIN
1 1
1 25'-9"
61'
4' MIN

WORKING

CLEARANCE

PG&E UTILITY

TRANSFORMER

METER MAIN
SWITCHBOARD "CSC"
ATSs

EMERGENCY
SWITCHBOARD "ECSC"
500kW PARALLEL

GENERATORS THAT CAN

BACK UP ALL BUILDINGS
FOR 72 HOURS.

SALLY
PORT
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E-042

ELECTRICAL SITE

ENLARGED PLAN -

GENERATOR
YARD
DRAFT
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
F
W D
F F F
SCALE : 1/8" = 1'-0"
1 ELECTRICAL LEVEL 1 PLAN - CSC BUILDING
E1-101
PROVIDE LEGRAND WIREMOLD EFB6S FLOOR BOX UNDER FURNITURE. PROVIDE WITH A COVER, FOUR RECEPTACLES (ONE CONTROLLED), 1-1/4" DATA CONDUIT, 4 DATA JACKS AND 1-1/2" CONDUIT FOR AV. SEE AV DRAWINGS FOR ADDITIONAL REQUIREMENTS.

PROVIDE CHIEF PAC525 IN WALL DEVICE BOX WITH DESIGNATED AV AND POWER OUTLETS.

PROVIDE 3/4" POWER CONDUIT. PROVIDE 1-1/4" DATA CONDUIT AND CABLING. PROVIDE 1-1/4" AV CONDUIT AND CABLING. SEE AV DRAWINGS FOR MOUNTING HEIGHT AND ADDITIONAL REQUIREMENTS.
12" CABLE TRAY FOR LOW VOLTAGE CABLES.

PROVIDE POWER AND DATA MODULAR FURNITURE CONNECTIONS WITHIN 12" OF MODULAR FURNITURE. PROVIDE RECESSED BACK BOXES, FOR POWER AND DATA, WITH COVER PLATES. · DATA - PROVIDE COVER PLATES WITH A 1-1/4" DIAMETER OPENING, FLEX CONDUIT AND GROMMET FOR DATA CABLING. PROVIDE TWO CAT 6 CABLES PER WORK STATION. · POWER - PROVIDE COVER PLATES WITH 3/4” DIAMETER OPENING, WITH 90 DEGREE SHORT ELBOW AND WHIP FOR POWER. PROVIDE CONNECTORS FOR THE WHIPS AND TERMINATE POWER WHIP INTO CONNECTORS TO CONNECT TO MODULAR FURNITURE. PROVIDE A MINIMUM OF ONE UN-CONTROLLED AND ONE CONTROLLED DUPLEX RECEPTACLE PER WORK STATION.

PROVIDE LEGRAND WIREMOLD 6" SERIES POKE-THRU DEVICE UNDER FURNITURE. PROVIDE WITH A COVER AND WHIPS. MINIMUM OF 2-HOUR FIRE RATED. · DATA - PROVIDE COVER PLATES WITH A 1-1/4" DIAMETER OPENING, FLEX CONDUIT AND GROMMET FOR DATA CABLING. PROVIDE TWO DATA DROPS JACKS/CABLES PER WORKSTATION. · POWER - PROVIDE COVER PLATES WITH 3/4” DIAMETER OPENING, WITH 90 DEGREE SHORT ELBOW AND WHIP FOR POWER. PROVIDE CONNECTORS FOR THE WHIPS AND TERMINATE POWER WHIP INTO CONNECTORS TO CONNECT TO MODULAR FURNITURE. PROVIDE A MINIMUM OF ONE UN-CONTROLLED AND ONE CONTROLLED DUPLEX RECEPTACLE PER WORKSTATION.

PROVIDE POWER AND DATA NEXT TO DOOR FOR FUTURE DETECTOR EQUIPMENT.

NUMBERED NOTES
1 PHYSICAL

TRAINING
1-112

SECURE ENTRY
HALL
1-102

COMMUNITY

ENGAGEMENT
1-131
ELEV
1-101B
STAIR
1-100A
ELEV
1-101A

STORAGE
1-130

SECURE PATIO
1-168

SALLY PORT
1-167

SECURE ENTRY
ADMIN

LIEUTENANT
1-142
LIEUT
1-141

SHIFT SERGEANTS

OPEN OFFICE
1-138

CORPORALS
1-144
REPORT

WRITING
1-145

JUVENILE

WAITING
1-146

BRIEFING
1-137

STORAGE
1-148
KIT

LOCKERS
1-151
LIEUT
1-140
LIEUT
1-139

JUVENILE

WAITING
1-147
WATCH

COMMANDER
1-149
CLOSET
1-150

CONF ROOM
1-143

INTERVIEW
ROOM
1-108

ELECTRICAL ROOM
1-152

CIRCULATION
1-125
ALCOVE
1-113

WOMEN'S

LOCKERS
(58) 1-111

LACTATION
RM
1-107
ADA
BATHRM
1-119

WOMEN'S
TOILET
1-124

JANITOR
1-127 TOILET
1-128
TOILET
1-129
ADA
BATHRM
1-105
BATHRM
1-104
TOILET
1-106
CELL
1-161
CELL
1-162
CELL
1-160
CELL
1-157
JUV CELL JUV CELL 1-156 1-165
STOR
1-163
SHWR
1-159
INTVW
1-166

SALLY PORT
1-154

BOOKING
1-155
IT
1-153
TOILET
1-164
STAIR
LAUNDRY 1-100B
ROOM
1-109
STAIR
1-103
ALCOVE
1-110

FUNCTIONAL

FITNESS
AREA
1-134
MEN'S

LOCKERS
(188) 1-114

CORRIDOR
1-158

MULTI-PURPOSE
AREA
1-133

CIRCULATION
1-132
CIRC
1-136
CIRC
1-126
MEN'S
TOILET
1-123

VISITOR ENTRY

RESTROOMS
1-115 ADA
SHOWER
1-118
ADA
SHOWER
1-117
JAN
1-116

ALL-GENDER
TOILET
1-122

VISITOR ENTRY
HALL
1-120
STAIR
1-121 BREAK
AREA /
KIOSK
1-135
PATROL
ENTRY
PATROL
ENTRY

CONDUIT TO ROOF

FOR PV SYSTEM
1 E1-401
1 E1-402
(2) (2) (2) (2)
(2)
(2) (2)
(2)
(2) (2)
(2)
(2) (2)
(2)
(2)
U
U
U
(2) (2) (2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)

J J J J
J J (2)
(2)
(2)
(2)
(2)
(2)
4 4 4
J
J
(2)
(2)
J J 4 J J 4 4 J J
(2) (2) (2) (2) (2)
(2) (2) (2) (2) (2)
(2)
(2)
(2) (2)
J J 5
(2)
(2)
(2)
(2) 2
(2) 2
(2)
(2)
(2)
(2)
(2) 6
(2)
(2)
(2)
1 (2) 6
(2)
(2)
(2) (2)
2 3
2 3
5 6
4 1
1 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E1-101

ELECTRICAL
LEVEL 1 PLAN -

CSC BUILDING
DRAFT
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
SCALE : 1/8" = 1'-0"
1 ELECTRICAL LEVEL 2 PLAN - CSC BUILDING
E1-102

SECURE COURT
1-245

SECURE ENTRY
HALL
1-102

EOC / COMMUNITY

MEETING ROOM
1-229
EXEC

CONFERENCE
ROOM
1-232
CONF. ROOM
1-266

FILE ROOM
1-268

COPY ROOM
1-267

ADMIN SUPPORT
OPEN OFFICE (6) 1-249

SECRETARY
1-251

ADMIN MGR
1-252

PUBLIC INFO

ANALYST
1-253
CHIE'F
OFFICE
1-254

DEPUTY CHIEF'S
OFFICE
1-261 OPERATIONS

CAPTAIN OFFICE
1-257

SUPPORT

SERVICES

CAPTAIN OFFICE
1-259

DEPUTY CHIEF'S
OFFICE
1-263
STAIR
1-200A
ELEV
1-201A
RADIO
1-213

RECORDS
SPRVSR
1-222

RECORDS
POLICE
CLERKS
1-220
VAULT
1-215
SUPPLY
STOR
1-218

DOCUMENT
CENTER
1-219
MAIL
1-216
SHRED
STOR
1-217

CONF ROOM
1-225

RECEPTION COUNTERS
1-226
CLOSET
1-255

WAITING AREA
1-248
CLOSET
1-262 CLOSET
1-258
CLOSET
1-264 CLOSET
1-260

COFFEE BAR
1-250

CIRCULATION
1-265

SGT OFFICE
1-273

COPY / WORK
ROOM
1-272

DETECTIVE OPEN
OFFICE (8) 1-271

STANDARD

INTERVIEW ROOM
1-281

SERGEANTS
OFFICE
1-284 IT
1-282

SUPPORT STAFF
OFFICE
1-283
STOR
1-280

LIEUTENANT
1-275
SERGEANTS I.A.
1-270
ADMIN ANALYST I.A.
1-277

SECURE CONF RM
1-278

FILE ROOM
1-276

CIRCULATION
1-202
TOILET
1-256
STOR
1-233

SERGEANTS
OFFICE
1-204
KITCH
1-231
TOILET
1-205
TOILET
1-206
PUBLIC
LOBBY
1-227
TOILET
1-239
TOILET
1-238
ADA
TOILET
1-237

LIVE SCAN
ROOM
1-235
INTVW
1-228
SALLY
PORT
1-234

CADETS & VOLS

OPEN OFFICE
1-203
ELEV
1-201B

VISITOR ENTRY
STOR
1-230

INTVW ROOM
1-241

SUPPORT

SERV LT
1-221

COFFEE BAR
1-224
CIRC
1-214

COM MGR
1-211

SUPERVISORS
1-212

LOCKERS
1-210

LOCKERS
1-209

COM ROOM
1-208

COM VEST
1-207
STAIR
1-200B
CIRC
1-279
CIRC
1-269
ALCOVE
1-240
STAIR
1-246

SECURE ENTRY

CIRCULATION
1-244
ADA
TOILET
1-236
STAIR
1-121
CLOSET
1-223
CIRC
1-247

CIRCULATION
1-242 ENTRY HALL
1-120
STAIR
1-103

ELECTRICAL ROOM
1-274

COMMUNITY COURT
1-243
(2)
(2) (2)
(2)
(2)
(2) (2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2) (2)
(2) (2)
(2) (2)
(2) (2) (2) (2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2) (2) (2)
(2)
(2)
(2)
(2) (2)
(2) (2) (2) (2)
(2)
(2) (2)
(2)
(2)
(2)
(2)
(2)
(2) (2) (2) (2)
(6) (6)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2) (2)
(2)
(2)
(2)
(2)
(2) (2) (2) (2) (2)
(2)
(2)
(2)
PROVIDE LEGRAND WIREMOLD EFB6S FLOOR BOX UNDER FURNITURE. PROVIDE WITH A COVER, FOUR RECEPTACLES (ONE CONTROLLED), 1-1/4" DATA CONDUIT, 4 DATA JACKS AND 1-1/2" CONDUIT FOR AV. SEE AV DRAWINGS FOR ADDITIONAL REQUIREMENTS.

PROVIDE CHIEF PAC525 IN WALL DEVICE BOX WITH DESIGNATED AV AND POWER OUTLETS.

PROVIDE POWER AND DATA NEXT TO DOOR FOR FUTURE DETECTOR EQUIPMENT.

NUMBERED NOTES
1 2
E1-401
2 E1-402
4 E1-402
(2)

CONDUIT TO ROOF

FOR PV SYSTEM
(2)
(2) (2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2) (2)
(2)
(2)
(2)
(2)
(2)
(2)
(2) (2) (2) (2)
(2) (2) (2) (2)
6 2
3 5
6 4
3 (2)
(2)
(2)
(2)
(2)
(2)
(2) (2)
J
J
4 J J 4
J J 5
4 J J
J
J
4 J
J
4 J J
5 J
J
4 (2)
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E1-102

ELECTRICAL
LEVEL 2 PLAN -

CSC BUILDING
DRAFT
SCALE : 1/8" = 1'-0"
1 ELECTRICAL LEVEL 3 PLAN - CSC BUILDING
E1-103

NUMBERED NOTES
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
COPY /

WORKSPACE
F F
F
STAIR
1-300A
OPEN
1-303
1-306
1-302

COPY ROOM /

STORAGE
1-320
SOFT

INTERVIEW
ROOM
1-319 1-318
VICTIM

ADVOCATE
1-312

VICTIMS ABUSE

WAITING
1-314
1-313

MONITOR
ROOM
1-316
1-311

CLETS, ARJIS,

NJIS, TRAK
1-317
CIRC
1-309

CONFERENCE ROOM
1-326

TRAFFIC OPEN OFFICE
(16)
TOILET
1-322
1-330
I.S.

SYSTEMS
MGR
1-346

TECHNICIANS
OPEN OFFICE (5) 1-345
1-347

WORKSTATION
1-350

ELECTRICAL ROOM

COMPUTER

STAGING
1-349

BUNK ROOM
1-344
1-335

SPRVSR OFFICE

LIEUTENANT

ROOFTOP
1-300B
CLOSET

JANITOR

MECH ROOF
CIRC

CIRC CIRC
1-336

CIRCULATION
CIRC
1-324
ELEV
1-301B
ELEV
1-301A

BREAKROOM
1-340
TOILET
1-323

ROOFTOP

SERGEANTS OFFICE
1-305

WAITING AREA
CRIME

ANALYST

OPEN OFFICE POLICE ASSIST & CLERKS
(5)

FILE ROOM
1-307
OPEN OFFICE DETECTIVE (22) 1-304

STANDARD

INTERVIEW
ROOM
1-308

VICTIMS ABUSE

INTERVIEW ROOM

VICTIMS ABUSE
M.P.R.

CHIDREN'S ROOM

CHIDREN'S TOILET
1-310

CONFERENCE ROOM
1-321
CIRC
1-315

LIEUTENANT
1-325
1-328

COMMUNITY SERVICES
OPEN OFFICE (7) 1-331
CODE ENFORCEMENT (13)

SERVER / TELEPHONE
EQUIP

CAD EQUIP
1-353

COMPUTER
EQUIP
1-351
1-342

BUNK ROOM
1-343

BUNK ROOM

CIRCULATION
1-332
1-333
STAIR
1-334
IT
1-352

SERGEANT
OFFICE
1-327

MECH ROOF
CIRC
1-348
1-329
OPEN
1-341
1-338
1-337
1-339
CIRC

CONDUIT TO ROOF

FOR PV SYSTEM
3 E1-401
SEE 1/E1-206 FOR

TYPICAL MODULAR

FURNITURE LAYOUT
SEE 2/E1-206 FOR TYPICAL

MODULAR FURNITURE
BLOCK LAYOUT.
3 E1-402
PROVIDE LEGRAND WIREMOLD EFB6S FLOOR BOX UNDER FURNITURE. PROVIDE WITH A COVER, FOUR RECEPTACLES (ONE CONTROLLED), 1-1/4" DATA CONDUIT, 4 DATA JACKS AND 1-1/2" CONDUIT FOR AV. SEE AV DRAWINGS FOR ADDITIONAL REQUIREMENTS.

PROVIDE CHIEF PAC525 IN WALL DEVICE BOX WITH DESIGNATED AV AND POWER OUTLETS.

PROVIDE POWER AND DATA NEXT TO DOOR FOR FUTURE DETECTOR EQUIPMENT. 1 2
3 5
6 4
J
J 4
J
J 4
4 J J
4 J J
4 J J
J
J
4 5 J J 5 J J
4 J J
J
J
4 J J
4 J J
4 (2) (2) (2) (2)
J J 4
(2) (2) (2) (2) (2)
(2)
(2) (2)
(2)
(2) (2)
(2)
(2) (2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
J
J 4 J
4 J
(2) (2)
(2)
(2)
5 J J 5 J J 5 J J
(2)
U
U
(2)
(2)
(2)
(2)
(2)
(2)
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E1-103

ELECTRICAL
LEVEL 3 PLAN -

CSC BUILDING
DRAFT
SCALE : 1/8" = 1'-0"
1 ELECTRICAL ROOF PLAN - CSC BUILDING
E1-104
ESTIMATED (385) 39"X78"

BALLASTED PV PANELS
(22)
(112)
(72)
(61)
(13)
(90)
(15)
LEVEL 3 BALCONY
ROOF
LEVEL 3 ROOFTOP
LEVEL 3
MECH
ROOF

MECH ROOF
LEVEL 2 BALCONY
LEVEL 2

BALCONY
LEVEL 1 SECURE PATIO

SKYLIGHT
CUPOLA
ROOF
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E1-104

ELECTRICAL

ROOF PLAN -

CSC BUILDING
DRAFT

ELECTRICAL ROOM
1-152
SCALE : 1/2" = 1'-0"
1 FLOOR PLAN - ELECTRICAL ROOM - LEVEL 1 - CSC BUILDING E1-401
T
SCALE : 1/2" = 1'-0"
2 FLOOR PLAN - ELECTRICAL ROOM - LEVEL 2 - CSC BUILDING E1-401
SCALE : 1/2" = 1'-0"
3 FLOOR PLAN - ELECTRICAL ROOM - LEVEL 3 - CSC BUILDING E1-401
T
ELECTRICAL ROOM 1ST FLOOR

ELECTRICAL ROOM
2ND & 3RD FLOOR

ELECTRICAL ROOM
1-351
T
B C
B C
B C

ELECTRICAL ROOM
1-274
LIGHTING CONTROL PANEL "1LCP1"
MECHANICAL CONTROL PANEL "1MCP1"
PANEL
PANEL

DISTRIBUTION PANEL
ELECTRICAL ROOM 1ST FLOOR
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E1-401

ELECTRICAL ROOM

ENLARGED PLANS -

CSC BUILDING
DRAFT
. NUMBERED NOTES
1 IT
1-153
SCALE : 1/2" = 1'-0"
1 FLOOR PLAN - IT ROOM - LEVEL 1 - CSC BUILDING
E1-402
SCALE : 1/2" = 1'-0"
2 FLOOR PLAN - IT ROOM - LEVEL 2 - CSC BUILDING
E1-402
SCALE : 1/2" = 1'-0"
3 FLOOR PLAN - IT ROOM - LEVEL 3 - CSC BUILDING
E1-402
RADIO
1-213
IT
1-282
IT
1-352
SCALE : 1/2" = 1'-0"
4 FLOOR PLAN - RADIO ROOM - LEVEL 2 - CSC BUILDING
E1-402
A B
3RD FLOOR IT ROOM OUTLINE 2ND FLOOR IT ROOM OUTLINE
3RD FLOOR IT

ROOM OUTLINE
1ST FLOOR IT

ROOM OUTLINE
2ND FLOOR IT ROOM OUTLINE
A B
A B
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E1-402

ELECTRICAL IT

ROOM ENLARGED

PLANS - CSC

BUILDING
DRAFT
SCALE : 1/2" = 1'-0"
2 TYPICAL FLOATING MODULAR FURNITURE LAYOUT
E1-403
J J
PROVIDE POWER AND DATA MODULAR FURNITURE CONNECTIONS WITHIN 12" OF MODULAR FURNITURE. PROVIDE RECESSED BACK BOXES, FOR POWER AND DATA, WITH COVER PLATES. · DATA - PROVIDE COVER PLATES WITH A 1-1/4" DIAMETER OPENING, FLEX CONDUIT AND GROMMET FOR DATA CABLING. PROVIDE TWO CAT 6 CABLES PER WORK STATION. · POWER - PROVIDE COVER PLATES WITH 3/4” DIAMETER OPENING, WITH 90 DEGREE SHORT ELBOW AND WHIP FOR POWER. PROVIDE CONNECTORS FOR THE WHIPS AND TERMINATE POWER WHIP INTO CONNECTORS TO CONNECT TO MODULAR FURNITURE. PROVIDE A MINIMUM OF ONE UN-CONTROLLED AND ONE CONTROLLED DUPLEX RECEPTACLE PER WORK STATION.

MAXIMUM OF 3 WORKSTATIONS PER CIRCUIT.

SEE FLOOR PLAN FOR CIRCUIT ALLOCATION.

NUMBERED NOTES
1 2
1 J J
SCALE : 1/2" = 1'-0"
1 TYPICAL NEAR-WALL MODULAR FURNITURE LAYOUT
E1-403
(2) CKT-1 CKT-1(2) CKT-1 CKT-1
(2) CKT-1 CKT-1(2) CKT-2 CKT-2
(2) CKT-2 CKT-2
(2) CKT-2 CKT-2
(2) CKT-1 CKT-1
3 (2) CKT-1 CKT-1(2) CKT-1 CKT-1(2) CKT-2 CKT-2(2) CKT-3 CKT-3(2) CKT-N CKT-N WALL
(2) CKT-N CKT-N
(2) CKT-N CKT-N
(2) CKT-N CKT-N
(2) CKT-N CKT-N
2 3
3 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E1-403

ELECTRICAL

TYPICAL FURNITURE

LAYOUT DETAILS -

CSC BUILDING
DRAFT
SCALE : 1/8" = 1'-0"
1 ELECTRICAL DEMOLITION PLAN - POLICE SERVICES BUILDING E2-101
NOTE

NUMBERED NOTES
1 PHASE 1 PHASE 2
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E2-101

ELECTRICAL

DEMOLITION PLAN -

POLICE SERVICES

BUILDING
DRAFT
SCALE : 1/8" = 1'-0"
1 ELECTRICAL DEMOLITION PLAN - K-9 CANOPY BUILDING
E3-101
NOTE

NUMBERED NOTES
1 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E3-101

ELECTRICAL

DEMOLITION PLAN -
K-9 CANOPY

BUILDING
DRAFT

NO SCALE
1 EXISTING ONE LINE POWER DIAGRAM
E-400
GROUND

NEUTRAL
(E) GROUNDING ELECTRODE SYSTEM

AND GROUNDING ELECTRODE
CONDUCTOR PER CEC ARTICLE 250 III
(E) U.G. TERMINATION

SERVICE LUGS
(E) U.G. SECONDARY

SERVICE
(E) PG&E PAD MOUNTED

TRANSFORMER
(E) UNDERGROUND

PRIMARY SERVICE

NEUTRAL

DISCONNECT
LINK
208Y/120 VOLT, 3 PHASE, 4 WIRE, 2000A BUSSING
(E) MAIN CIRCUIT

BREAKER
50k AIC MIN. SYMM. BASED ON PG&E
TRANSFORMER.
(E) PROVISIONS FOR
C.T. AND METERING
(E) MAIN SWITCHBOARD "MSB" - POLICE SERVICES BLDG
(E) 200/3 (E) 225/3 (E) 225/3 (E) 225/3 (E) 200/3 (E) 200/3 (E) 225/3 (E) 225/3 (E) 225/3 (E) 225/3 (E) 1400/3
(E) SPARE
(E) SPARE
(E) SPARE
(E) SPARE
(E) 225/3 (E) 225/3 (E) 400/3 (E) 400/3
(E) SPARE
(E) SPARE
(E) SPARE
(E) SPARE
(E) SPACE
(E) SPACE
(E)
PANEL
"A"
(E)
PANEL
"B"
(E)
PANEL
"C"
(E)
PANEL
"H"
(E)
PANEL
"H2"
G
(E) 225/3
(E)
PANEL
"E-1"
(E) POLICE SERVICES BUILDING -

TO BE DEMOLISHED
(E) 800/3
(E) PUBLIC WORKS MAINTENANCE BUILDING
(F) POLICE SERVICE BLDG
GROUND

NEUTRAL
(E) GROUNDING ELECTRODE SYSTEM

AND GROUNDING ELECTRODE
CONDUCTOR PER CEC ARTICLE 250 III
(E) U.G. TERMINATION

SERVICE LUGS
(E) U.G. SECONDARY

SERVICE
(E) PG&E PAD MOUNTED

TRANSFORMER
(E) UNDERGROUND

PRIMARY SERVICE

NEUTRAL

DISCONNECT
LINK
208Y/120 VOLT, 3 PHASE, 4 WIRE, 2000A BUSSING
(E) MAIN CIRCUIT

BREAKER
SEE SCHEDULE 50,000 AMPS

SYMMETRICAL MAXIMUM SHORT

CIRCUIT CURRENT BASED ON PG&E
TRANSFORMER.
(E) DISTRIBUTION PANEL "DP-1"
(E) 800/3
(E) 100/3 (E) 225/3 (E) 225/3 (E) 70/3 (E) 225/3
(E)
PANEL
"L"
(E)
PANEL
"M"
(E)
PANEL
"F"
(E)
PANEL
"P"
(E)
PANEL
"D"
(E) 100/3 (E) 100/3
(E)
PANEL
"P1"
(E)
PANEL
"S"
(E) PAINT & STORAGE SHED
(F) K9 CANOPY BLDG
(E)
PANEL
"E"
(E) GENERATOR
(E) 2"C., 4 #1(E) 2"C. & (4) #1
(E) (4) #1, 2"C.
(E) 3"C., 3 #4/0, & 1 #1 GND. (E) 3"C. & 4 #4/0(E) 1-1/2"C., 4 #4(E) 3"C. & 4 #4/0 (E) 2-1/2"C. & 4 #2/0 (E) 3"C. & 4 #4/0
(E) 2-1/2"C. & 4 #2/0 (E) 2"C., 3 #1, & 1 #6 GND.
(E) (2) 3-1/2"C. &
(2 SETS OF) 4 #350
(E) 2-1/2"C. & 4 #4/0 (E) 2-1/2"C. & 4 #4/0, & 1 #1 ISOLATED GND (E) 2-1/2"C. & 4 #4/0 (E) 2"C. & 4 #1 (E)
PANEL
"NCS" (E) 1-1/4"C. & 3 #4
(E) 50/1
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E-601

ELECTRICAL

ONE-LINE POWER

DIAGRAM
DRAFT
*E-*
MAIN SWITCHBOARD "MSB"
SPACES
?????
PROVISIONS FOR C.T. AND METERING

TO MEET PG&E REQUIREMENTS

SEE SCHEDULE

XX,XXX AMPS SYMMETRICAL MAXIMUM
SHORT CIRCUIT CURRENT BASED ON PG&E TRANSFORMER.
350/3 1600/3
2000/3
U.G. TERMINATION

SERVICE LUGS
U.G. SECONDARY SERVICE.

SEE "MSB" SCHEDULE

PG&E PAD MOUNTED

TRANSFORMER

UNDERGROUND

PRIMARY SERVICE
SEE
UFER GROUND TWO LENGTH 25FT
MIN. OF #2/0 B.C. GROUND
ENCASED IN 2" MINIMUM OF

CONCRETE FOOTING
1" C. #2/0 B.C. TO NEAREST

BUILDING METAL COLUMN,

COLD WATER PIPE AND GAS

PIPING, RESPECTIVELY, TO

MAINTAIN EFFECTIVE
GROUNDING PER CEC 250

TRANSIENT VOLTAGE

SURGE SUPPRESSION

MAIN CIRCUIT BREAKER
408Y/277 VOLT, 3 PHASE, 4 WIRE, 2000A BUSSING
SPARE

MECHANICAL EQUIPMENT

PROVISION FOR FUTURE

BUS EXTENSION

NEUTRAL
GROUND

NEUTRAL

DISCONNECT
LINK
TVSS

TO POLICE

SERVICES

BUILDING
SEE E-402
TO

COMMUNITY
SAFETY
CENTER
SEE E-402

NO SCALE
1 ONE LINE POWER DIAGRAM - SITE
E-401
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E-602

ELECTRICAL

ONE-LINE POWER

DIAGRAM
DRAFT
POLICE

SERVICES

BUILDING
208Y/120 VOLT, 3 PHASE, 4 WIRE, 800A BUSSING, 50 KAIC

CONTINUED
FROM "MSB" ON
SHEET E-401
POLICE

SERVICES

BUILDING
(E) DISTRIBUTION PANEL "DP1"

NO SCALE
2 ELECTRICAL ONE LINE POWER DIAGRAM - POLICE SERVICES BUILDING E-402

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

FIRST FLOOR
(E)
PANEL
"L"
(E)
PANEL
"M"
(E)
PANEL
"F"
(E)
PANEL
"P"
(E)
PANEL
"D"
(E)
PANEL
"P1"
800/3
300kVA XFMR
480-208Y/120V
(E)
PANEL
"S"
K9 CANOPY
BLDG
(E) 2"C., 4 #1(E) 3"C., 3 #4/0, & 1 #1 GND. (E) 3"C. & 4 #4/0(E) 1-1/2"C., 4 #4(E) 3"C. & 4 #4/0(E) 2"C. & (4) #1 (E) 100/3 (E) 225/3 (E) 225/3 (E) 70/3 (E) 225/3 (E) 100/3 (E) 100/3 1600/3

CONTINUED
FROM "MSB" ON
SHEET E-401
100/3 100/3
XFMR "1TRP1"
75KVA
480-208Y/120V
3Ø, 4W
DISTRIBUTION PANEL "MDP2"
PANEL
"1EQ1"
PANEL
"1LP1"
PANEL
"1IT1"
PANEL
"1RP1"
225/3 225/3
100/3 100/3 100/3
XFMR "2TRP1"
75KVA
480-208Y/120V
3Ø, 4W
PANEL
"2EQ1"
PANEL
"2LP1"
PANEL
"2IT1"
PANEL
"2RP1"
225/3 225/3
100/3 100/3 100/3
XFMR "3TRP1"
75KVA
480-208Y/120V
3Ø, 4W
PANEL
"3EQ1"
PANEL
"3LP1"
PANEL
"3IT1"
PANEL
"3RP1"
225/3 225/3
100/3
(E) (4) #1, 2"C.

NO SCALE
2 ELECTRICAL ONE LINE POWER DIAGRAM - COMMUNITY SAFETY CENTER E-402
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Jesse U. Bastian
-
20112.21
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
Agency Approvals
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By NAK
Drafted By KL
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
Architect
Consultant
E-603

ELECTRICAL

ONE-LINE POWER

DIAGRAM
DRAFT
2121 N California Boulevard
Suite 800
Walnut Creek, CA 94596
510.268.8373
www.guidepostsolutions.com
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN
DRAFT
TY-001

SECURITY

ELECTRONICS

LEGEND & SHEET
INDEX
02/07/2024

ABBREVIATIONS

DOOR EGRESS SYMBOL

ARROW INDICATES DIRECTION OF FREE MOVEMENT,

DOOR IS CONTROLLED IN THE OPPOSITE DIRECTION
OF EGRESS PATH.

ALL DOORS IN THIS PROJECT UON PROVIDE FREE

EGRESS IN THE EXIT DIRECTION WITHOUT SPECIAL
KNOWLEDGE, EFFORT OR USE OF A KEY. DOORS

ARE NEVER LOCKED IN THE EXIT DIRECTION AT ANY
TIME OR IN ANY CONDITION UON ON THE PLANS.

INSTALLATION NOTES

1. ALL CABLES TO BE PLENUM RATED.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES.

THE CONTRACTOR SHALL NOT INTERMIX ANY LINE VOLTAGE POWER WIRES (120VAC AND GREATER) WITH ANY LOW VOLTAGE SIGNAL OR CONTROL WIRES IN ANY CONDUIT.

3. VERIFY ALL FIELD DIMENSIONS AND CONDITIONS PRIOR TO INSTALLATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND. VERIFY DIMENSIONS OF ALL OWNER FURNISHED EQUIPMENT AND SERVICES TO ENSURE PROPER COORDINATION WITH CONSTRUCTION.

4. SCHEDULE ALL WORK, INCLUDING CONSTRUCTION ACCESS AND STORAGE, WITH THE OWNER OR THOSE DESIGNATED BY THE OWNER. THE CONSTRUCTION SCHEDULE SHALL BE APPROVED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION.

5. ALL UTILITIES REQUIRED FOR THE CONTINUOUS OPERATION OF ALL EXISTING FACILITIES MUST BE MAINTAINED AND REMAIN IN SERVICE AT ALL TIMES (IF APPLICABLE).

6. CONTRACTOR SHALL PROVIDE DUST PROTECTION AS REQUIRED TO CONTAIN DUST AND DEBRIS WITHIN CONSTRUCTION AREA. BROOM CLEAN ALL AREAS EACH DAY.

7. WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC AND OCCUPANTS OF EXISTING BUILDINGS. INTERRUPTING PERSONNEL AT WORK AS A RESULT OF THIS UNDERTAKING SHALL ALWAYS BE KEPT TO A MINIMUM. CONTRACTOR SHALL PROVIDE TRAFFIC AND SAFETY SIGNS AND BARRIERS WHERE NECESSARY. NO POWER LINE IN THE BUILDING SHALL BE SHUT DOWN UNLESS REQUESTED AND APPROVED IN WRITING BY THE OWNER IN ADVANCE.

8. THE CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON PREMISES SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND

SUPERVISING A REASONABLE AND PRUDENT SAFETY PROGRAM INCLUDING, BUT NOT LIMITED TO, THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MIGHT ENDANGER VISITORS OR EMPLOYEES OF THE FACILITY. ALL ROADS AND WALKWAYS SHALL REMAIN CLEAR AND UNOBSTRUCTED. WHEN NECESSARY, ALTERNATE ROUTES MUST BE MAINTAINED SHOULD UNSAFE CONDITIONS OCCUR.

9. COORDINATION WITH OTHER CONTRACTORS:

IF ANY PART OF THE CONTRACTOR'S WORK DEPENDS UPON THE WORK OF A SEPARATE CONTRACTOR, THIS CONTRACTOR SHALL INSPECT

SUCH OTHER WORK AND PROMPTLY REPORT IN WRITING TO THE PROJECT ARCHITECT ANY DEFECTS IN SUCH OTHER WORK THAT RENDER IT UNSUITABLE TO RECEIVE THE WORK OF THIS CONTRACTOR. FAILURE TO INSPECT AND REPORT SHALL CONSTITUTE AN ACCEPTANCE OF

THE OTHER CONTRACTOR'S WORK EXCEPT AS TO DEFECTS WHICH DEVELOP IN OTHER CONTRACTOR'S WORK AFTER EXECUTION OF THIS CONTRACTOR'S WORK.

10. THE CONTRACTOR SHALL ALWAYS MAINTAIN, AT THE JOB SITE, UPDATED "RECORD" DRAWINGS. THESE DRAWINGS SHALL BE AVAILABLE TO THE ARCHITECTS, INSPECTORS OR THE OWNERS UPON REQUEST.

11. NO CABLE RUN SHALL BE SPLICED UNLESS TWO OR MORE DEVICES ARE CONNECTED TO THE SAME CIRCUIT OR THE DEVICE IS PROVIDED FROM THE FACTORY WITH PIGTAIL WIRES. WHERE SPLICING IS REQUIRED, THE SPLICE SHALL BE SOLDERED AND TAPED. IT SHALL BE DONE IN EITHER A SPECIAL TERMINAL BOX, AT THE BACK BOX OR AT THE DEVICE TERMINAL LUGS. ALL SPLICE BOXES MUST BE IN ACCESSIBLE AREAS AND CLEARLY MARKED ON THE RECORD DRAWINGS.

12. ALL WIRES SHALL BE COLOR CODED AND SHALL BE CONNECTED IN A UNIFORM MANNER. TRANSPOSING OR CHANGING OF COLOR CODES SHALL NOT BE PERMITTED. WIRE AND CABLE SIZES, NUMBER OF CONDUCTORS, SHIELDING OR OTHER ITEMS LISTED ON THESE DRAWINGS

ARE A GUIDE TO THE CORRECT PRODUCT REQUIRED TO ACHIEVE A WORKING SYSTEM AND REPRESENT THE MINIMUM ACCEPTABLE STANDARDS. CONTRACTOR SHALL CONSULT MANUFACTURER'S RECOMMENDATION FOR CABLING AND USE WHICHEVER IS GREATER IN QUALITY, QUANTITY, GAUGE, SHIELDING AND NUMBER OF CONDUCTORS.

13. ALL WIRING, INCLUDING SHIELDS, MUST BE FREE OF SHORTS, GROUNDS AND STRAY VOLTAGES. ALL EXPOSED SURFACE MOUNTED CABLE UNDER 12' A.F.F. SHALL BE IN CONDUIT WHERE INSTALLED IN AREAS WITHOUT CEILINGS.

14. ALL CABLE SHALL BE PLENUM RATED ON J-HOOKS. UNDER GROUND CABLE SHALL BE RATED FOR WET APPLICATIONS. ALL EXTERIOR CABLE SHALL BE IN CONDUIT.

15. A PRE-PRINTED VINYL MATERIAL MARKER WRAPPED IN ADHESIVE CLEAR PLASTIC SHALL BE PROVIDED TO THE FOLLOWING:

15.A. CABLES WITHIN 6" UPON ENTRY AT ANY SECURITY PANEL, TERMINATION OR SPLICE BOX.

15.B. ALL WIRE LEADS WITHIN 2" FROM ANY TERMINAL BLOCK.

15.C. THE CONTRACTOR SHALL SUBMIT SAMPLES OF MARKERS AND ANY NUMBERING OR MARKING SYSTEM FOR REVIEW PRIOR TO IMPLEMENTATION.

16. ALL NEW ELECTRICAL POWER SUPPLIED TO SECURITY EQUIPMENT OR DEVICES SHALL BE ON AN EMERGENCY POWER SYSTEM INCLUDING UPS WHERE AVAILABLE. ALL CONDUCTORS AND CIRCUIT BREAKERS SHALL BE SIZED IN ACCORDANCE WITH THEIR CONNECTED LOADS (20 AMP MINIMUM). ALL CIRCUITS SHALL BE DEDICATED. A GROUND CONDUCTOR SHALL ALWAYS BE INSTALLED IN ANY POWER WIRING. ALL SECURITY EQUIPMENT UTILIZING ELECTRICAL POWER SHALL ALSO BE ADEQUATELY GROUNDED.

17. WHERE A NEW CIRCUIT FOR SECURITY IS TAKEN FROM A PANEL BOARD UTILIZED FOR OTHER ELECTRICAL PURPOSES, THE BRANCH CIRCUIT BREAKER FOR SECURITY EQUIPMENT SHALL BE CLEARLY LABELED TO PREVENT ANY ACCIDENTAL SWITCH-OFF. NO SECURITY CIRCUIT IS TO BE SHARED WITH NON SECURITY EQUIPMENT UNLESS OTHERWISE NOTED ON THE DRAWINGS.

18. THE CONTRACTOR SHALL PROPERLY SEAL ALL CONDUIT OR SLEEVE PENETRATIONS THROUGH ALL WALLS, FLOORS AND CEILINGS USING APPROVED FIRE STOPPING MATERIALS AND SEALANTS REGARDLESS OF RATING AND AS PER APPLICABLE BUILDING CODES. MAINTAIN FIRE RATING OF ALL RATED ASSEMBLIES.

19. ALL ROUTING OF WIRING AND ANY RELATED CONDUIT IS DIAGRAMMATIC. CONTRACTOR SHALL FIELD VERIFY EXACT ROUTING PRIOR TO INSTALLATION.

20. PROVIDE PULL STRINGS IN ALL CONDUITS. PROVIDE BLANK COVERS ON ALL JUNCTION AND PULL BOXES.

21. ALL CONDUITS AND CABLE PATHS SHALL RUN PARALLEL WITH OR AT RIGHT ANGLES TO THE WALLS. IF MORE THAN THREE 90 DEGREE BENDS ARE TO BE USED IN THE CONDUIT RUN, INSERT A PULL BOX. CONTRACTOR SHALL SIZE THE BOX ACCORDINGLY. CONDUITS SHALL BE SIZED AS INDICATED ON THE DRAWINGS OR LARGER AS REQUIRED TO COMPLY WITH CODE. MINIMUM ALLOWABLE CONDUIT SIZE SHALL BE 3/4". IN CITY FACILITIES UTILIZE FLEX WHERE PERMITTED.

22. THE CONTRACTOR SHALL CLEAN AND THOROUGHLY CHECK ALL INSTALLED WORK PRIOR TO CONCEALING OF ARCHITECTURAL FINISHING.

CLEAN ALL EXPOSED SURFACES AND NEW EQUIPMENT AFTER COMPLETION. THE CONTRACTOR SHALL ALSO REPAIR OR CLEAN ALL SOILED SURFACES, PAINTED SURFACES OR DAMAGED ARCHITECTURAL FINISHES TO MATCH THE ADJACENT AREA. WHERE REQUIRED, CLEANING,

PATCHING OR PAINTING TO BRING THE AFFECTED SURFACE OR FINISH BACK TO ITS ORIGINAL CONDITION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

23. ALL SECURITY DEVICES AND EQUIPMENT SHALL BE INSTALLED WITH CONSIDERATION TO BARRIER FREE ACCESSIBILITY.

24. WHERE THE CONTRACTOR HAS TO CHANGE ANY DEVICE TYPE OR MOUNTING TO SUIT ACTUAL CONDITIONS, THIS SHALL BE DONE WITHOUT EXTRA COST TO THE OWNER. THIS INCLUDES ANY ADDITIONAL PARTS TO BE SUPPLIED BY THE CONTRACTOR TO ACCOMPLISH PROPER MOUNTING OF A DEVICE. HOWEVER, IT SHALL BE REQUESTED, SUBMITTED AND APPROVED IN WRITING BEFORE COMMENCING THE WORK.

25. COORDINATE ALL TELEPHONE AND NETWORK INSTALLATION AND CONNECTION REQUIREMENTS WITH THE OWNERS IT DEPARTMENT REPRESENTATIVE AND THE GENERAL CONTRACTOR.

26. THE CONTRACTOR SHALL UNDERTAKE THIS WORK IN ITS ENTIRETY IN ACCORDANCE WITH ITS DESIGN AND PURPOSE. ALL WORK SHALL BE CARRIED OUT IN A PROFESSIONAL MANNER WITH MAXIMUM EFFICIENCY AND EXCELLENT WORKMANSHIP.

27. THE CONTRACTOR SHALL INCLUDE ANY COORDINATION, RELAYS, TIMERS, NETWORK CARDS, TERMINAL STRIPS, ETC.. REQUIRED FOR A

COMPLETELY FUNCTIONAL INTERFACE WITH ELEVATOR CONTROLLERS, FIRE ALARM SYSTEMS, DOOR HARDWARE AND AUTOMATIC DOOR OPERATORS, WHICH EVER IS APPLICABLE.

28. ALL EXIT DOORS TO REMAIN FREE OPENING FROM EXIT SIDE. U. O. N.

29. IN THE EVENT OF A DISCREPANCY BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, WHICHEVER IS MORE STRINGENT OR CALLS FOR THE HIGHEST QUANTITY OR QUALITY OF MATERIALS HAS PRECEDENCE.

30. THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED, WHERE SO REQUIRED, EXCEPT AS NOTED OTHERWISE.

31. PRIOR TO SUBMITTAL OF BID, NOTIFY, IN WRITING, SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN CONSTRUCTION COMPLETION SCHEDULE.

32. SEE ARCHITECTURAL PLAN FOR EXITING.

33. SEE TELECOM PLANS FOR J-HOOK DETAILS AND ROUTING.

34. ELECTRICAL CIRCUITS SHOWN IN THIS SET ARE FOR REFERENCE ONLY AND PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.

SEE ELECTRICAL SHEETS FOR CIRCUIT NUMBERS, CIRCUITING AND PANEL LOCATIONS.

35. WHERE CONCRETE FLOORS ARE TO BE CORED, AN X-RAY MACHINE SHALL BE USED TO INSURE THAT NO STRUCTURAL ELEMENTS (E.G.

BEAMS, REBAR AND POST-TENSION CABLES) WILL BE COMPROMISED OR DAMAGED.

36. PENETRATIONS THROUGH THE FIRE RATED FLOORS AND WALLS SHALL BE PROTECTED IN ACCORDANCE WITH CBC SECTIONS 709.6 AND 710.1. SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED LISTING.

MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED LISTINGS SHALL BE PROVIDED FOR REVIEW BY INSPECTION AUTHORITIES.

SUBSTITUTIONS OF OR REVISIONS OR ADDITIONS TO APPROVED SYSTEMS SHALL BE SUBMITTED TO THE FIRE MARSHAL (IF REQUIRED) AND THE INSPECTOR OF RECORD FOR REVIEW AND APPROVAL. REFER TO DETAILS FOR FLOOR AND WALL PENETRATION DETAIL

SECURITY DEVICES

ACP - ACCESS CONTROL PANEL

IAP - INTRUSION ALARM PANEL

E - EXISTING

E/R - EXISTING/REPLACE

E/REL - EXISTING/RELOCATE

R - EXISTING/REMOVE

E/RI - EXISTING/REINSTALL

N - NEW
WIRING

SH - SHIELDED

TW - TWISTED

PLNM - PLENUM
OTHER
A.F.F. - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE
F.O.V. - FIELD OF VIEW

N/A - NOT APPLICABLE

NTS - NOT TO SCALE
P.B.O - PROVIDED BY OTHERS

RECP - RECEPTION
S.O.C. - SECURITY OPERATIONS CENTER

TBD - TO BE DETERMINED

TR - TECHNOLOGY ROOM

TER - TECHNOLOGY EQUIPMENT ROOM

UON - UNLESS OTHERWISE NOTED

VIF - VERIFY IN FIELD

WP - WEATHER PROOF

SCOPE OF WORK

1. SECURITY CONTRACTOR SHALL PROVIDE, INSTALL AND PROGRAM A COMPLETELY FUNCTIONAL AND OPERATIONAL SYSTEM AS SHOWN ON DRAWINGS AND SPECIFICATIONS.

2. THE SECURITY CONTRACTOR SHALL PROVIDE A PHASED INSTALLATION OF THE ELECTRONIC SECURITY SYSTEMS BASED ON THE OWNER AND GENERAL CONTRACTOR'S SCHEDULE.

3. SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING, DEVICES, CONNECTIONS,

PROGRAMMING, AND COORDINATION REQUIRED FOR A COMPLETELY FUNCTIONAL AND OPERATIONAL SYSTEM. SECURITY CONTRACTOR SHALL PROVIDE ALL CUSTOM BACKBOXES AS REQUIRED.

4. INCLUDE FINAL CONNECTIONS, PROGRAMMING, TRAINING, AND TESTING OF THE WORK TO THE HEAD-END

EQUIPMENT PER THE OWNER'S, SECURITY CONSULTANT'S, AND PROJECT DESIGN DOCUMENTS REQUIREMENTS.

5. ATTENDANCE AT CONSTRUCTION COORDINATION MEETINGS PER THE GENERAL CONTRACTORS SCHEDULE AND REQUIREMENTS.

6. COORDINATION OF WORK WITH OTHER DESIGN AND INSTALLATION TRADES.

7. INSTALL END-OF-LINE (EOL) RESISTORS AS REQUIRED. EOL'S SHALL BE INSTALLED AT THE INDIVIDUAL

POINTS OF PROTECTION NOT AT THE CONTROL PANEL, OR AT THE READER AND/OR INPUT MODULES IF LOCATED REMOTE FROM THE PANEL.

DESCRIPTION OF REFERENCE SYMBOL
#
TX-XX

DETAIL NUMBER

SHEET NUMBER

DEVICE AND WIRING LEGEND

SYMBOL DESCRIPTION WIRING NOTES
PROXIMITY CARD READER - WALL MOUNTED 1 - COMPOSITE PLENUM CABLE; REFER TO SPECIFICATIONS FOR CABLE

CALL OUTS IN THE COMPOSITE CABLE
A, B
CARD READER CONTROLS ENTRY ONLY. DOORS ARE ALWAYS FREE EGRESS WITHOUT PRIOR KNOWLEDGE, EFFORT OR USE OF A KEY.

CONCEALED MAGNETIC ALARM CONTACT 1 - #18/2 PLENUM (AT DOOR CONTACTS WITH SINGLE CONNECTION) 2 - #18/2 PLENUM (AT DPDT CONTACT ONLY) G
ELECTRIFIED LOCK USE RED/BLACK OF #18/4 IN COMPOSITE CABLE FOR LOCK POWER ELECTRIC LOCKS CONTROL ENTRY ONLY. DOORS ARE ALWAYS FREE EGRESS WITHOUT PRIOR KNOWLEDGE, EFFORT OR USE OF A KEY. DOORS ARE ALWAYS

OPERABLE BY MECHANICAL KEY FROM THE ENTRY SIDE

REQUEST TO EXIT
1 - #22/4 IN COMPOSITE CABLE IF REX IS STANDALONE PIR; USE GREEN/WHITE OF 18/4 COMPOSITE CABLE TO LOCK IF REX IS INTEGRATED

WITH THE DOOR HARDWARE
THIS DEVICE DOES NOT CONTROL EGRESS. THIS DEVICES SENDS A LOW VOLTAGE SIGNAL TO THE SECURITY SYSTEM TO PREVENT A DOOR ALARM WHEN THE DOOR IS OPENED FROM THE INSIDE. DOORS ARE ALWAYS FREE EGRESS WITHOUT PRIOR KNOWLEDGE, EFFORT OR USE OF A KEY.

INTERCOM DOOR STATION 1 - NETWORK CONNECTION (POE)
1 - #18/2 PLENUM (TO MASTER STATION) D
FIXED IP CAMERA (POLE PENDANT) 1 - NETWORK CONNECTION TO OWNERS SWITCH (POE) D FIXED IP 360° CAMERA (WALL PENDANT) 1 - NETWORK CONNECTION TO OWNERS SWITCH (POE) D LAN/WAN CONNECTION 1 - NETWORK CONNECTION TO OWNERS SWITCH (POE) D DEVICE AND WIRING LEGEND NOTES:

CARD READER SYMBOL ON FLOOR PLAN DRAWINGS INCLUDES ALL ASSOCIATED DEVICES (AS SHOWN IN BRACKETS ABOVE). 1 CR
CR
C
EL
RX
IC
PP
WP
360
M
1 DEVICE LEGEND NOTES
A. PROVIDE ONE COMPOSITE CABLE FROM THE ACP TO THE DOOR AND OUT TO THE FIELD DEVICES. REFER TO SPECIFICATIONS FOR MORE INFORMATION.

B. ON DOUBLE DOORS INSTALL A CONTACT ON EACH DOOR. SERIES THE CIRCUITS AT THE DOOR AND RUN ONE CABLE PER CIRCUIT TO THE HEAD-END.

C. DEDICATED 120V/20A CIRCUIT PROVIDED BY THE ELECTRICAL CONTRACTOR. REFER TO THE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

D. NETWORK CONNECTIONS AND CABLING PROVIDED BY IT CONTRACTOR. REFER TO THE TELECOM DRAWINGS FOR MORE INFORMATION.

E. BY HARDWARE CONTRACTOR.

F. ANALOG PHONE LINE CONNECTIONS PROVIDED BY IT CONTRACTOR.

G. PROVIDE TWO INDIVIDUAL CABLES TO CONTACTS WITH CONNECTIONS TO THE ACCESS CONTROL SYSTEM AND TO THE INTRUSION ALARM SYSTEM. ONLY ONE CABLE IS REQUIRED IF THE DEVICE AND POINT ONLY CONNECT TO A SINGLE SYSTEM.

H. NETWORK CONNECTIONS AND CABLING PROVIDED BY SECURITY CONTRACTOR.

I. PC BY IT CONTRACTOR. SEE SECURITY SPECIFICATIONS.

EXISTING TO REMAIN

EXISTING TO BE REMOVED/REPLACED/RELOCATED

NEW WORK

SECURITY SHEET LIST
Sheet Number Sheet Title
T0-00 SECURITY ELECTRONICS COVER SHEET
TY-001 SECURITY ELECTRONICS LEGEND & SHEET INDEX
TY-041 SECURITY ELECTRONICS SITE PLAN - NORTH
TY-042 SECURITY ELECTRONICS SITE PLAN - SOUTH
DRAFT
K9
CANOPY

BUILDING

POLICE SERVICES BUILDING AMADOR ST

YORK ST

HUDSON AL

YORK ST
MATCH
LINE

MATCH X LINE X
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV
TY-041
TY-042
TY-041
TY-042
PP
CR

IC PEDESTAL MOUNT
PP
IC CR

PEDESTAL MOUNT
PP CR
IC

PEDESTAL MOUNT
M WP
360
M WP
360
M WP
360
M WP
360
2121 N California Boulevard
Suite 800
Walnut Creek, CA 94596
510.268.8373
www.guidepostsolutions.com
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN
DRAFT
TY-041

SECURITY

ELECTRONICS SITE

PLAN - NORTH
02/07/2024
1 Scale: SECURITY ELECTRONICS AREA A SITE PLAN
1" = 20'-0"
DRAFT
10 2
CANOPY

BUILDING

MAINE ST AMADOR ST

SOLANO AVE

BENICIA RD

GARFORD AL
MATCH
LINE
MATCH
LINE
9 X X
SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CARPOOL/ EV CARPOOL/ EV CARPOOL/ EV CARPOOL/ EV CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CARPOOL/ EV CARPOOL/ EV CARPOOL/ EV CARPOOL/ EV CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV TY-041
TY-042
TY-041
TY-042
M WP
360
M WP
360
PP
CR IC

PEDESTAL MOUNT
M WP
360
M WP
360
M WP
360
PP
CR

IC PEDESTAL MOUNT
2121 N California Boulevard
Suite 800
Walnut Creek, CA 94596
510.268.8373
www.guidepostsolutions.com
Architect
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Issue:

Project
Agency Approvals
Sheet _____ of _____

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN
DRAFT
TY-042

SECURITY

ELECTRONICS SITE

PLAN - SOUTH
02/07/2024
1 Scale: SECURITY ELECTRONICS AREA B SITE PLAN
1" = 20'-0"
DRAFT
Item Quantity (units) Unit Cost
($/unit)
Subtotal Cost
($) Total Cost ($) Comments
DATA 5.4 AC SITE
Site Development 235,860 SF 69% Ph. 1 and 31% Ph. 2
3-Story Community Safety Center Building 67,925 SF
Police Services Building 19,400 SF 78% Ph. 1 and 22% Ph. 2 K-9 Canopy Building 1,700 SF
TOTAL DIRECT CONSTRUCTION COST - PHASED 89,025 SF $658 $58,605,000 PHASE 1 - BUILDINGS 81,625 SF
Site Development 188,706 SF $48 $9,056,400 69% Ph. 1
Community Safety Building 67,925 SF $503 $34,140,600 100% Ph. 1 Police Services Building 12,000 SF $669 $8,033,800 78% Ph. 1 K-9 Canopy Building 1,700 SF $638 $1,084,800 100% Ph. 1 PHASE 2 - BUILDINGS 7,400 SF
Site Development 47,154 SF $86 $4,040,800 31% Ph. 2
Police Services Building 7,400 SF $304 $2,248,600 22% Ph. 2 GENERAL CONTRACTOR GC MARKUP 89,025 SF $108 $9,576,100
General Conditions 6.5 % $58,605,000 $3,809,325 on direct site + bldg costs Overhead & Profit 8.5 % $58,605,000 $4,981,425 on direct site + bldg costs Bonds 1.34 % $58,605,000 $785,307 on direct site + bldg costs TOTAL DIRECT CONST. COST INCL GC MARKUP 89,025 SF $766 $68,181,100 ESCALATION AND DESIGN CONTINGENCY 89,025 SF $251 $22,343,500 Esc. to const. midpoint @ 4%/yr @ 2.3yr Ph1, 3.3yr Ph2 12.8 % $68,181,100 $8,707,221 on direct + indirect costs Design contingency @ 15% 15.0 % $68,181,100 $10,227,165 on direct + indirect costs Project phasing factor @ 5% 5.0 % $68,181,100 $3,409,055 ESTIMATED BID DAY COST 89,025 SF $1,017 $90,524,600
CONSTRUCTION CONTINGENCY 89,025 SF $102 $9,052,460
Construction contingency @ 10% 10.0 % $90,524,600 $9,052,460 on direct + indirect costs ESTIMATED COST AT END OF CONSTRUCTION 89,025 SF $1,119 $99,577,100

COMMUNITY SAFETY CENTER
indigo | Hammond + Playle Architects, LLP Page 1 of 11
Item Quantity (units) Unit Cost
($/unit)
Subtotal
Cost ($) Total Cost ($) Comments

DATA - COMMUNITY SAFETY CENTER
Community Safety Center CSC Building Floor Area 67,925 SF Level 1 Floor Area 26,285 SF
Level 1 Floor Area - Main Building 22,845 SF
Level 1 Floor Area - Sally Port 1,960 SF
Level 1 Floor Area - Holding 1,480 SF
Level 2 Floor Area 23,640 SF
Level 3 Floor Area 18,000 SF
Community Safety Center CSC Building Roof Area 31,915 SF Roof Area - Conditioned Building (excluding walkable deck & cupola area) 21,971 SF Roof Area - Walkable Deck 5,962 SF
Roof Area - Cupola 1,765 SF
Roof Area - Sally Port 1,918 SF
Roof Area - Entry Canopy 300 SF
PV System - CSC Building Roof 8,247 SF
DIRECT CONSTRUCTION COST - COMMUNITY SAFETY CENTER 67,925 SF $503 $34,140,600 A10 FOUNDATIONS - COMMUNITY SAFETY CENTER 67,925 SF $29 $1,978,875 Foundation - building structure, spread footing 26,285 SF $20 $525,700 est. allowance Foundation - building structure, pier footing 26,285 SF $20 $525,700 est. allowance Foundation - building entry canopy 300 SF $25 $7,500 est. allowance Foundation - for interior renovation and seismic retrofit 0 SF $30 $0 N/A Foundation - slab on grade including aggregate base and vapor barrier 26,285 SF $20 $525,700 est. allowance Foundation - grade beams at moment frames 26,285 SF $15 $394,275 est. allowance B10 SUPERSTRUCTURE - COMMUNITY SAFETY CENTER 67,925 SF $85 $5,801,100 Superstructure - building steel columns and beams 67,925 SF $60 $4,075,500 est. allowance Superstructure - building floors, composite deck 41,640 SF $40 $1,665,600 est. allowance Superstructure - building entry canopy 300 SF $200 $60,000 est. allowance Superstructure - remodel seismic retrofit 0 SF $30 $0 N/A B20 EXTERIOR ENCLOSURE - COMMUNITY SAFETY CENTER 67,925 SF $52 $3,533,980 Exterior Enclosure - wall, framed including insulation and water-barrier 22,182 SF $48 $1,064,715 est. allowance Exterior Enclosure - wall, CMU including insulation and water-barrier 0 SF $80 $0 N/A Exterior Enclosure - wall remodel, patch, repair, and paint 0 SF $15 $0 N/A Exterior Enclosure - wall finish, brick tile 20,030 SF $20 $400,591 est. allowance Exterior Enclosure - wall finish, cement plaster 21,072 SF $15 $316,087 assumes 95% of exterior walls Exterior Enclosure - wall finish, miscellaneous and painting 1,054 SF $15 $15,804 assumes 5% of exterior walls Exterior Enclosure - window, storefront and curtain walls, including glazing 4,109 SF $70 $287,596 est. allowance Exterior Enclosure - door, aluminum or steel with frames 23 LEAF $2,200 $50,600 est. allowance Exterior Enclosure - door, overhead coiling door with frame 4 EA $10,000 $40,000 est. allowance Exterior Enclosure - soffits, ventilated cement board w/ framing 4,880 SF $20 $97,600 est. allowance Exterior Enclosure - roof, lowered framing & composite deck for walkable subdeck 5,962 SF $48 $286,171 est. allowance Exterior Enclosure - roof, regular framing & composite deck 25,653 SF $38 $974,814 est. allowance B30 ROOFING - COMMUNITY SAFETY CENTER 67,925 SF $8 $572,230 Roofing - walkable roof deck pavers, drainable, over waterproofing membrane 5,962 SF $25 $149,048 est. allowance Roofing - single-ply membrane 25,653 SF $12 $307,836 est. allowance Roofing - metal, remodel with new siliconized coating 0 SF $8 $0 N/A Roofing - metal, new standing seam 0 SF $30 $0 N/A
Roofing - skylights, including tubular and unit type 220 EA $525 $115,347 assumes 4% of roof area C10 INTERIOR CONSTRUCTION - COMMUNITY SAFETY CENTER 67,925 SF $67 $4,582,422 Interior Construction - wall, metal-framed partitions, including insulation, painted gyp. 58,859 SF $30 $1,765,760 assumes 85% of interior walls Interior Construction - wall, metal-framed furring, exterior, columns, incl. painted gyp. 5,540 SF $30 $166,189 assumes 8% Interior Construction - wall, metal-framed 1-hour, including insulation, painted gyp. 3,462 SF $35 $121,180 assumes 5% Interior Construction - wall, metal-framed 2-hour, including insulation, painted gyp. 1,385 SF $55 $76,170 assumes 2% Interior Construction - wall, CMU at detention/ firing range/ kennel, paint 4,146 SF $60 $248,760 est. allowance Interior Construction - wall, wire mesh sallyport divider 672 SF $20 $13,440 est. allowance Interior Construction - acoustical wall treatment 3,462 SF $20 $69,246 assumes 5% of interior walls Interior Construction - wall remodel, patch, repair, and paint 0 SF $10 $0 N/A Interior Construction - window, aluminum or hollow metal 2,943 SF $35 $103,003 assumes 5% of non-rated Interior Construction - door, aluminum or hollow metal, with frames 194 LEAF $1,000 $194,000 est. allowance Interior Construction - casework, built-in (incl. lockers) 862 LF $1,250 $1,077,500 est. allowance Interior Construction - specialties, including toilet room accessories 67,925 SF $6 $407,550 est. allowance Interior Construction - specialties, signage and directories 67,925 SF $4 $271,700 est. allowance Interior Construction - specialties, AED, trauma kits, other miscellaneous 67,925 SF $1 $67,925 est. allowance C20 STAIRS - COMMUNITY SAFETY CENTER 67,925 SF $3 $190,000 Stair - 3 story, metal, including metal-framed 1-hour rated shaft, w/ handrails, paint 2 EA $60,000 $120,000 patch, paint, repair Stair - 1/2 story, metal, open monumental, unrated, w/ handrails, paint 2 EA $15,000 $30,000 est. allowance Stair - 2 story, metal, open monumental, unrated, w/ handrails, paint 1 EA $40,000 $40,000 est. allowance COMMUNITY SAFETY CENTER (PHASE 1 ALL)

SCHEMATIC DESIGN PHASE CONSTRUCTION COST ESTIMATE
111 AMADOR STREET
2/9/2024
Note: This evaluation is preliminary only and subject to change based on review of further information as becomes available. indigo | Hammond + Playle Architects, LLP Page 2 of 11
C30 INTERIOR FINISHES - COMMUNITY SAFETY CENTER 67,925 SF $29 $1,968,172 Interior Finishes - wall, ceramic tile 3,462 SF $20 $69,246 5% of total Interior Finishes - wall, fiberglass reinforced plastic FRP 692 SF $8 $5,540 1% of total Interior Finishes - ceiling, suspended acoustical tile 53,271 SF $12 $639,252 est. allowance Interior Finishes - celing, suspended or applied gypsum board including paint 5,220 SF $15 $78,300 est. allowance Interior Finishes - ceiling, security detention 1,373 SF $25 $34,325 est. allowance Interior Finishes - floor, ceramic tile, with ceramic cove base 1,464 SF $25 $36,600 est. allowance Interior Finishes - floor, luxury vinyl tile LVT, with rubber base 4,429 SF $15 $66,435 est. allowance Interior Finishes - floor, carpet tile, with rubber base 48,164 SF $10 $481,640 est. allowance Interior Finishes - floor, rubber, with rubber base 3,029 SF $30 $90,870 est. allowance Interior Finishes - floor, epoxy or resinous urethane, with integral base 4,461 SF $25 $111,525 est. allowance Interior Finishes - floor, sealed concrete SOG, with rubber base 2,963 SF $5 $14,815 est. allowance Interior Finishes - specialties and miscellaneous 67,925 SF $5 $339,625 est. allowance D10 CONVEYING - COMMUNITY SAFETY CENTER 67,925 SF $6 $400,000 Conveying - passenger elevator and hoistway, machine-room-less type 2 EA $200,000 $400,000 est. allowance D20 PLUMBING - COMMUNITY SAFETY CENTER 67,925 SF $26 $1,760,040 Plumbing - demolition of existing 0 SF $2 $0 N/A
Plumbing - plumbing fixtures including water distribution 67,925 SF $25 $1,698,125 est. allowance Plumbing - water heaters, circulation pump & expansion tank 1 LS $30,000 $30,000 est. allowance Plumbing - roof and deck drainage system 31,915 SF $1 $31,915 est. allowance Plumbing - Shooting Range Interceptor 0 LS $25,000 $0 N/A D30 HVAC - COMMUNITY SAFETY CENTER 67,925 SF $62 $4,200,705 HVAC - demolition of existing 0 SF $2 $0 N/A
HVAC - test/ balancing & seismic bracing 65,965 SF $5 $329,825 est. allowance HVAC - main equipment, outdoor vrf heat pumps & DOAS units 65,965 SF $16 $1,055,440 est. allowance HVAC - distribution ductwork, piping, and FCUs, etc. 65,965 SF $36 $2,374,740 est. allowance HVAC - standalone heat pumps, IT and electrical rooms 1 LS $120,000 $120,000 est. allowance HVAC - controls (assumes part of building management system) 67,925 SF $3 $203,775 est. allowance HVAC - sally port heating 1,960 SF $25 $49,000 est. allowance HVAC - exhaust fans 67,925 SF $1 $67,925 est. allowance D40 FIRE PROTECTION - COMMUNITY SAFETY CENTER 67,925 SF $7 $491,607 Fire Protection - automatic sprinkler system, wet pipe 67,925 SF $6 $407,550 est. allowance Fire Protection - automatic sprinkler system, dry pipe (IT & Elec Rooms) 1 LS $75,000 $75,000 est. allowance Fire Protection - fire extinguisher, including cabinet 23 EA $400 $9,057 assumes 1 per 3,000 sf D50 ELECTRICAL - COMMUNITY SAFETY CENTER 67,925 SF $92 $6,275,228 Electrical - demolition of existing 0 SF $15 $0 est. allowance Electrical - normal power including distribution 67,925 SF $15 $1,018,875 est. allowance Electrical - uninterrupted power supply UPS 3,396 SF $25 $84,906 assumes 5% of bldg area Electrical - emergency power including generator and distribution 67,925 SF $20 $1,358,500 est. allowance Electrical - lighting incl. emergency lighting 67,925 SF $15 $1,018,875 est. allowance Electrical - data/ telcom/ CATV 67,925 SF $11 $747,175 est. allowance Electrical - fire alarm system 67,925 SF $5 $339,625 est. allowance Electrical - intercom and paging 67,925 SF $3 $203,775 est. allowance Electrical - audio-visual A/V system, excluding equipment (see Furnishings below) 67,925 SF $3 $203,775 est. allowance Electrical - security, detention area video surveillance, door control, intercome 3,440 SF $45 $154,800 incl. Vehicle Sally Port Electrical - security, video surveillance 64,485 SF $4 $257,940 est. allowance Electrical - security, electronic access control 64,485 SF $3 $193,455 est. allowance Electrical - emergency responder radio communication system ERRCS/DAS 64,485 SF $5 $322,425 est. allowance Electrical - photovoltaic PV solar energy supply 8,247 SF $45 $371,102 see Site for PV carports E20 FURNISHINGS - COMMUNITY SAFETY CENTER 67,925 SF $34 $2,276,183 Furnishing - window treatments, interior and exterior 7,051 SF $40 $282,058 est. allowance Furnishing - detention equipment - built-in 1,480 SF $200 $296,000 est. allowance Furnishing - evidence processing and laboratory equipment - built-in 0 SF $200 $0 See Police Services Bldg Furnishing - evidence storage shelving - built-in 0 LF $200 $0 See Police Services Bldg Furnishing - records HD storage shelving - built-in 0 LF $800 $0 See Casework above Furnishing - miscellaneous fixtures, furnishings & equipment FF&E - built-in 67,925 SF $5 $339,625 est. allowance Furnishing - audio-visual A/V equipment, projectors, monitors, etc. - built-in 67,925 SF $20 $1,358,500 est. allowance F10 SPECIAL CONSTRUCTION - COMMUNITY SAFETY CENTER 67,925 SF $2 $110,000 Special Construction - ballistic glazing and panels, at public counter 300 SF $300 $90,000 assumes 6 windows Special Construction - firing range complete, 8 lane, 25 yard 0 SF $300 $0 See Police Services Building Special Construction - dog kennels and related animal care equipment 0 EA $6,500 $0 See K-9 Canopy Building Special Construction - microwave and RF antennae 1 LS $20,000 $20,000 est. allowance F20 SELECTIVE BUILDING DEMOLITION - N/A 67,925 SF $0 $0 Selective Building Demolition - all trades 0 SF $25 $0 N/A Selective Building Demolition - hazmat remediation 0 SF $100 $0 N/A indigo | Hammond + Playle Architects, LLP Page 3 of 11
Item Quantity (units) Unit Cost
($/unit)
Subtotal
Cost ($) Total Cost ($) Comments
DATA - POLICE SERVICES BLDG - PH 1
Police Services Building Floor Area 19,400 SF
Phase 1 Floor Area 12,000 SF
Phase 2 Floor Area 7,400 SF
Roof Area 21,340 SF
PV System - Police Services Building 8,976 SF
DIRECT CONSTRUCTION COST - POLICE SERVICES BLDG - PH 1 12,000 SF $669 $8,033,800 A10 FOUNDATIONS - POLICE SERVICES BUILDING - PHASE 1 12,000 SF $50 $600,075 Foundation - building structure, spread footing 0 SF $20 $0 N/A Foundation - building structure, pier footing 0 SF $20 $0 N/A Foundation - building entry canopy 723 SF $25 $18,075 est. allowance Foundation - for interior renovation and seismic retrofit 19,400 SF $30 $582,000 est. allowance Foundation - slab on grade including aggregate base and vapor barrier 0 SF $20 $0 assumes existing Foundation - grade beams at moment frames 0 SF $15 $0 N/A B10 SUPERSTRUCTURE - POLICE SERVICES BUILDING - PHASE 1 12,000 SF $61 $726,600 Superstructure - building steel columns and beams 0 SF $60 $0 assumes existing Superstructure - building floors, composite deck 0 SF $40 $0 N/A Superstructure - building entry canopy 723 SF $200 $144,600 est. allowance Superstructure - remodel seismic retrofit 19,400 SF $30 $582,000 est. allowance B20 EXTERIOR ENCLOSURE - POLICE SERVICES BUILDING - PHASE 1 12,000 SF $16 $192,190 Exterior Enclosure - wall, framed including insulation and water-barrier 0 SF $48 $0 assumes existing Exterior Enclosure - wall, CMU including insulation and water-barrier 0 SF $80 $0 assumes existing Exterior Enclosure - wall remodel, patch, repair, and paint 12,226 SF $15 $183,390 assumes existing Exterior Enclosure - wall finish, brick tile 0 SF $20 $0 assumes existing Exterior Enclosure - wall finish, cement plaster 0 SF $15 $0 assumes existing Exterior Enclosure - wall finish, miscellaneous and painting 0 SF $15 $0 assumes existing Exterior Enclosure - window, storefront and curtain walls, including glazing 0 SF $70 $0 assumes existing Exterior Enclosure - door, aluminum or steel with frames 4 LEAF $2,200 $8,800 est. allowance Exterior Enclosure - door, overhead coiling door with frame 0 EA $10,000 $0 assumes existing Exterior Enclosure - soffits, ventilated cement board w/ framing 0 SF $20 $0 est. allowance Exterior Enclosure - roof, lowered framing & composite deck for walkable subdeck 0 SF $48 $0 est. allowance Exterior Enclosure - roof, regular framing & composite deck 0 SF $38 $0 N/A B30 ROOFING - POLICE SERVICES BUILDING - PHASE 1 12,000 SF $14 $170,720 Roofing - walkable roof deck pavers, drainable, over waterproofing membrane 0 SF $25 $0 est. allowance Roofing - single-ply membrane 0 SF $12 $0 est. allowance Roofing - metal, remodel with new siliconized coating 21,340 SF $8 $170,720 est. allowance Roofing - metal, new standing seam 0 SF $30 $0 N/A
Roofing - skylights, including tubular and unit type 0 EA $525 $0 assumes none C10 INTERIOR CONSTRUCTION - POLICE SERVICES BLDG - PH 1 12,000 SF $106 $1,267,326 Interior Construction - wall, metal-framed partitions, including insulation, painted gyp. 14,980 SF $30 $449,388 assumes 95% of interior walls Interior Construction - wall, metal-framed furring, exterior, columns, incl. painted gyp. 0 SF $30 $0 N/A Interior Construction - wall, metal-framed 1-hour, including insulation, painted gyp. 788 SF $35 $27,594 assumes 5% Interior Construction - wall, metal-framed 2-hour, including insulation, painted gyp. 0 SF $55 $0 N/A Interior Construction - wall, CMU at detention/ firing range/ kennel, paint 6,573 SF $60 $394,380 est. allowance Interior Construction - wall, wire mesh sallyport divider 0 SF $20 $0 N/A Interior Construction - acoustical wall treatment 900 SF $20 $18,000 est. allownace Interior Construction - wall remodel, patch, repair, and paint 0 SF $10 $0 assumes all demo'd Interior Construction - window, aluminum or hollow metal 749 SF $35 $26,214 assumes 5% of non-rated Interior Construction - door, aluminum or hollow metal, with frames 41 LEAF $1,000 $41,000 est. allowance Interior Construction - casework, built-in (incl. lockers) 143 LF $1,250 $178,750 est. allowance Interior Construction - specialties, including toilet room accessories 12,000 SF $6 $72,000 est. allowance Interior Construction - specialties, signage and directories 12,000 SF $4 $48,000 est. allowance Interior Construction - specialties, AED, trauma kits, other miscellaneous 12,000 SF $1 $12,000 est. allowance C20 STAIRS - N/A 12,000 SF $0 $0
Stair - 3 story, metal, including metal-framed 1-hour rated shaft, w/ handrails, paint 0 EA $60,000 $0 N/A Stair - 1/2 story, metal, open monumental, unrated, w/ handrails, paint 0 EA $15,000 $0 N/A Stair - 2 story, metal, open monumental, unrated, w/ handrails, paint 0 EA $40,000 $0 N/A C30 INTERIOR FINISHES - POLICE SERVICES BLDG - PH 1 12,000 SF $22 $267,330 Interior Finishes - wall, ceramic tile 200 SF $20 $4,000 est. allowance Interior Finishes - wall, fiberglass reinforced plastic FRP 300 SF $8 $2,400 est. allowance Interior Finishes - ceiling, suspended acoustical tile 6,475 SF $12 $77,700 est. allowance Interior Finishes - celing, suspended or applied gypsum board including paint 230 SF $15 $3,450 est. allowance Interior Finishes - ceiling, security detention 0 SF $25 $0 N/A Interior Finishes - floor, ceramic tile, with ceramic cove base 230 SF $25 $5,750 est. allowance Interior Finishes - floor, luxury vinyl tile LVT, with rubber base 4,561 SF $15 $68,415 est. allowance Interior Finishes - floor, carpet tile, with rubber base 1,914 SF $10 $19,140 est. allowance Interior Finishes - floor, rubber, with rubber base 0 SF $30 $0 N/A Interior Finishes - floor, epoxy or resinous urethane, with integral base 0 SF $25 $0 N/A Interior Finishes - floor, sealed concrete SOG, with rubber base 5,295 SF $5 $26,475 est. allowance Interior Finishes - specialties and miscellaneous 12,000 SF $5 $60,000 est. allowance D10 CONVEYING - N/A 12,000 SF $0 $0
Conveying - passenger elevator and hoistway, machine-room-less type 0 EA $200,000 $0 N/A POLICE SERVICES BUILDING (PHASE 1 PORTION)

SCHEMATIC DESIGN PHASE CONSTRUCTION COST ESTIMATE
111 AMADOR STREET
2/9/2024
Note: This evaluation is preliminary only and subject to change based on review of further information as becomes available. indigo | Hammond + Playle Architects, LLP Page 4 of 11
D20 PLUMBING - POLICE SERVICES BUILDING - PHASE 1 12,000 SF $21 $246,340 Plumbing - demolition of existing 12,000 SF $2 $24,000 est. allowance Plumbing - plumbing fixtures including water distribution 12,000 SF $13 $156,000 est. allowance Plumbing - water heaters, circulation pump & expansion tank 1 LS $20,000 $20,000 est. allowance Plumbing - roof and deck drainage system 21,340 SF $1 $21,340 est. allowance Plumbing - Shooting Range Interceptor 1 LS $25,000 $25,000 est. allowance D30 HVAC - POLICE SERVICES BUILDING - PHASE 1 12,000 SF $78 $939,000 HVAC - demolition of existing 12,000 SF $2 $24,000 est. allowance HVAC - test/ balancing & seismic bracing 12,000 SF $5 $60,000 est. allowance HVAC - main equipment, outdoor vrf heat pumps & DOAS units 12,000 SF $28 $336,000 est. allowance HVAC - distribution ductwork, piping, and FCUs, etc. 12,000 SF $36 $432,000 est. allowance HVAC - standalone heat pumps, IT and electrical rooms 1 LS $15,000 $15,000 est. allowance HVAC - controls (assumes part of building management system) 12,000 SF $5 $60,000 est. allowance HVAC - sally port heating 0 SF $25 $0 N/A
HVAC - exhaust fans 12,000 SF $1 $12,000 est. allowance D40 FIRE PROTECTION - POLICE SERVICES BUILDING - PHASE 1 12,000 SF $7 $88,600 Fire Protection - automatic sprinkler system, wet pipe 12,000 SF $6 $72,000 est. allowance Fire Protection - automatic sprinkler system, dry pipe (IT & Elec Rooms) 1 LS $15,000 $15,000 est. allowance Fire Protection - fire extinguisher, including cabinet 4 EA $400 $1,600 assumes 1 per 3,000 sf D50 ELECTRICAL - POLICE SERVICES BUILDING - PHASE 1 12,000 SF $124 $1,482,600 Electrical - demolition of existing 12,000 SF $2 $24,000 est. allowance Electrical - normal power including distribution 12,000 SF $15 $180,000 est. allowance Electrical - uninterrupted power supply UPS 600 SF $25 $15,000 assumes 5% of bldg area Electrical - emergency power including generator and distribution 12,000 SF $20 $240,000 est. allowance Electrical - lighting incl. emergency lighting 12,000 SF $15 $180,000 est. allowance Electrical - data/ telcom/ CATV 12,000 SF $11 $132,000 est. allowance Electrical - fire alarm system 12,000 SF $5 $60,000 est. allowance Electrical - intercom and paging 12,000 SF $3 $36,000 est. allowance Electrical - audio-visual A/V system, excluding equipment (see Furnishings below) 12,000 SF $3 $36,000 est. allowance Electrical - security, detention area video surveillance, door control, intercome 0 SF $45 $0 est. allowance Electrical - security, video surveillance 12,000 SF $4 $48,000 est. allowance Electrical - security, electronic access control 12,000 SF $3 $36,000 est. allowance Electrical - emergency responder radio communication system ERRCS/DAS 12,000 SF $5 $60,000 est. allowance Electrical - photovoltaic PV solar energy supply 9,680 SF $45 $435,600 see Site for PV carports E20 FURNISHINGS - POLICE SERVICES BLDG - PH 1 12,000 SF $13 $154,000 Furnishing - window treatments, interior and exterior 600 SF $40 $24,000 est. allowance Furnishing - detention equipment - built-in 0 SF $200 $0 N/A Furnishing - evidence processing and laboratory equipment - built-in 0 SF $200 $0 See Phase 2 Furnishing - evidence storage shelving - built-in 50 LF $200 $10,000 est. allowance Furnishing - records HD storage shelving - built-in 0 LF $800 $0 N/A Furnishing - miscellaneous fixtures, furnishings & equipment FF&E - built-in 12,000 SF $5 $60,000 est. allowance Furnishing - audio-visual A/V equipment, projectors, monitors, etc. - built-in 12,000 SF $5 $60,000 est. allowance F10 SPECIAL CONSTRUCTION - POLICE SERVICES BLDG - PH 1 12,000 SF $133 $1,599,000 Special Construction - ballistic glazing and panels, at public counter 0 SF $300 $0 N/A Special Construction - firing range complete, 8 lane, 25 yard 5,330 SF $300 $1,599,000 est. allowance Special Construction - dog kennels and related animal care equipment 0 EA $6,500 $0 N/A Special Construction - microwave and RF antennae 0 LS $20,000 $0 N/A F20 SELECTIVE BLDG DEMOLITION - POLICE SERVICES BLDG - PH 1 12,000 SF $25 $300,000 Selective Building Demolition - all trades 12,000 SF $25 $300,000 est. allowance Selective Building Demolition - hazmat remediation 0 SF $100 $0 assumes none reqd. indigo | Hammond + Playle Architects, LLP Page 5 of 11
Item Quantity (units) Unit Cost
($/unit)
Subtotal
Cost ($) Total Cost ($) Comments
DATA - POLICE SERVICES BLDG - PH 2
Police Services Building Floor Area 19,400 SF
Phase 1 Floor Area 12,000 SF
Phase 2 Floor Area 7,400 SF
Roof Area 21,340 SF
PV System - Police Services Building 8,976 SF Part of Phase 1 DIRECT CONSTRUCTION COST - POLICE SERVICES BLDG - PH 2 7,400 SF $304 $2,248,600 A10 FOUNDATIONS - POLICE SERVICES BUILDING - PHASE 2 7,400 SF $0 $0 Foundation - building structure, spread footing 0 SF $20 $0 assumes existing Foundation - building structure, pier footing 0 SF $20 $0 N/A Foundation - building entry canopy 0 SF $25 $0 Part of Phase 1 Foundation - for interior renovation and seismic retrofit 0 SF $30 $0 Part of Phase 1 Foundation - slab on grade including aggregate base and vapor barrier 0 SF $20 $0 assumes existing Foundation - grade beams at moment frames 0 SF $15 $0 N/A B10 SUPERSTRUCTURE - POLICE SERVICES BUILDING - PHASE 2 7,400 SF $0 $0 Superstructure - building steel columns and beams 0 SF $60 $0 N/A Superstructure - building floors, composite deck 0 SF $40 $0 N/A Superstructure - building entry canopy 0 SF $200 $0 Part of Phase 1 Superstructure - remodel seismic retrofit 0 SF $30 $0 Part of Phase 1 B20 EXTERIOR ENCLOSURE - POLICE SERVICES BLDG - PH 2 7,400 SF $1 $6,600 Exterior Enclosure - wall, framed including insulation and water-barrier 0 SF $48 $0 assumes existing Exterior Enclosure - wall, CMU including insulation and water-barrier 0 SF $80 $0 assumes existing Exterior Enclosure - wall remodel, patch, repair, and paint 0 SF $15 $0 Part of Phase 1 Exterior Enclosure - wall finish, brick tile 0 SF $20 $0 assumes existing Exterior Enclosure - wall finish, cement plaster 0 SF $15 $0 assumes existing Exterior Enclosure - wall finish, miscellaneous and painting 0 SF $15 $0 assumes existing Exterior Enclosure - window, storefront and curtain walls, including glazing 0 SF $70 $0 assumes existing Exterior Enclosure - door, aluminum or steel with frames 3 LEAF $2,200 $6,600 est. allowance Exterior Enclosure - door, overhead coiling door with frame 0 EA $10,000 $0 assumes existing Exterior Enclosure - soffits, ventilated cement board w/ framing 0 SF $20 $0 N/A Exterior Enclosure - roof, lowered framing & composite deck for walkable subdeck 0 SF $48 $0 N/A Exterior Enclosure - roof, regular framing & composite deck 0 SF $38 $0 N/A B30 ROOFING - POLICE SERVICES BLDG - PH 2 7,400 SF $0 $0 Roofing - walkable roof deck pavers, drainable, over waterproofing membrane 0 SF $25 $0 est. allowance Roofing - single-ply membrane 0 SF $12 $0 est. allowance Roofing - metal, remodel with new siliconized coating 0 SF $8 $0 Part of Phase 1 Roofing - metal, new standing seam 0 SF $30 $0 N/A
Roofing - skylights, including tubular and unit type 0 EA $525 $0 assumes none C10 INTERIOR CONSTRUCTION - POLICE SERVICES BLDG - PH 2 7,400 SF $62 $455,906 Interior Construction - wall, metal-framed partitions, including insulation, painted gyp. 6,147 SF $30 $184,424 assumes 95% of interior walls Interior Construction - wall, metal-framed furring, exterior, columns, incl. painted gyp. 0 SF $30 $0 N/A Interior Construction - wall, metal-framed 1-hour, including insulation, painted gyp. 324 SF $35 $11,324 assumes 5% Interior Construction - wall, metal-framed 2-hour, including insulation, painted gyp. 0 SF $55 $0 N/A Interior Construction - wall, CMU at detention/ firing range/ kennel, paint 0 SF $60 $0 See Phase 1 Interior Construction - wall, wire mesh sallyport divider 0 SF $20 $0 N/A Interior Construction - acoustical wall treatment 0 SF $20 $0 N/A Interior Construction - wall remodel, patch, repair, and paint 200 SF $10 $2,000 est. allowance Interior Construction - window, aluminum or hollow metal 307 SF $35 $10,758 assumes 5% of non-rated Interior Construction - door, aluminum or hollow metal, with frames 41 LEAF $1,000 $41,000 est. allowance Interior Construction - casework, built-in (incl. lockers) 100 LF $1,250 $125,000 est. allowance Interior Construction - specialties, including toilet room accessories 7,400 SF $6 $44,400 est. allowance Interior Construction - specialties, signage and directories 7,400 SF $4 $29,600 est. allowance Interior Construction - specialties, AED, trauma kits, other miscellaneous 7,400 SF $1 $7,400 est. allowance C20 STAIRS - POLICE SERVICES BLDG - PH 2 7,400 SF $0 $0 Stair - 3 story, metal, including metal-framed 1-hour rated shaft, w/ handrails, paint 0 EA $60,000 $0 N/A Stair - 1/2 story, metal, open monumental, unrated, w/ handrails, paint 0 EA $15,000 $0 N/A Stair - 2 story, metal, open monumental, unrated, w/ handrails, paint 0 EA $40,000 $0 N/A C30 INTERIOR FINISHES - POLICE SERVICES BLDG - PH 2 7,400 SF $10 $76,400 Interior Finishes - wall, ceramic tile 0 SF $20 $0 N/A
Interior Finishes - wall, fiberglass reinforced plastic FRP 300 SF $8 $2,400 est. allowance Interior Finishes - ceiling, suspended acoustical tile 0 SF $12 $0 N/A Interior Finishes - celing, suspended or applied gypsum board including paint 0 SF $15 $0 N/A Interior Finishes - ceiling, security detention 0 SF $25 $0 N/A Interior Finishes - floor, ceramic tile, with ceramic cove base 0 SF $25 $0 N/A Interior Finishes - floor, luxury vinyl tile LVT, with rubber base 0 SF $15 $0 N/A Interior Finishes - floor, carpet tile, with rubber base 0 SF $10 $0 N/A Interior Finishes - floor, rubber, with rubber base 0 SF $30 $0 N/A Interior Finishes - floor, epoxy or resinous urethane, with integral base 0 SF $25 $0 N/A Interior Finishes - floor, sealed concrete SOG, with rubber base 7,400 SF $5 $37,000 assumes existing Interior Finishes - specialties and miscellaneous 7,400 SF $5 $37,000 est. allowance D10 CONVEYING - N/A 7,400 SF $0 $0
Conveying - passenger elevator and hoistway, machine-room-less type 0 EA $200,000 $0 N/A POLICE SERVICES BUILDING (PHASE 2 PORTION)

Interior Construction - acoustical wall treatment 0 SF $20 $0 est. allownace Interior Construction - wall remodel, patch, repair, and paint 1,700 SF $10 $17,000 est. allowance Interior Construction - window, aluminum or hollow metal 0 SF $35 $0 assumes none Interior Construction - door, aluminum or hollow metal, with frames 2 LEAF $1,000 $2,000 est. allowance Interior Construction - casework, built-in (incl. lockers) 23 LF $1,250 $28,750 est. allowance Interior Construction - specialties, including toilet room accessories 1,700 SF $6 $10,200 est. allowance Interior Construction - specialties, signage and directories 1,700 SF $4 $6,800 est. allowance Interior Construction - specialties, AED, trauma kits, other miscellaneous 1,700 SF $1 $1,700 est. allowance C20 STAIRS - N/A 1,700 SF $0 $0
Stair - 3 story, metal, including metal-framed 1-hour rated shaft, w/ handrails, paint 0 EA $60,000 $0 N/A Stair - 1/2 story, metal, open monumental, unrated, w/ handrails, paint 0 EA $15,000 $0 N/A Stair - 2 story, metal, open monumental, unrated, w/ handrails, paint 0 EA $40,000 $0 N/A C30 INTERIOR FINISHES - K-9 CANOPY BLDG 1,700 SF $5 $8,500 Interior Finishes - wall, ceramic tile 0 SF $20 $0 assumes none Interior Finishes - wall, fiberglass reinforced plastic FRP 0 SF $8 $0 assumes none Interior Finishes - ceiling, suspended acoustical tile 0 SF $12 $0 assumes none Interior Finishes - celing, suspended or applied gypsum board including paint 0 SF $15 $0 assumes none Interior Finishes - ceiling, security detention 0 SF $25 $0 N/A Interior Finishes - floor, ceramic tile, with ceramic cove base 0 SF $25 $0 assumes none Interior Finishes - floor, luxury vinyl tile LVT, with rubber base 0 SF $15 $0 assumes none Interior Finishes - floor, carpet tile, with rubber base 0 SF $10 $0 assumes none Interior Finishes - floor, rubber, with rubber base 0 SF $30 $0 assumes none Interior Finishes - floor, epoxy or resinous urethane, with integral base 0 SF $25 $0 assumes none Interior Finishes - floor, sealed concrete SOG, with rubber base 1,700 SF $5 $8,500 est. allowance D10 CONVEYING - N/A 1,700 SF $0 $0
Conveying - passenger elevator and hoistway, machine-room-less type 0 EA $200,000 $0 N/A K-9 CANOPY BUILDING (PHASE 1 ALL)

SCHEMATIC DESIGN PHASE CONSTRUCTION COST ESTIMATE
111 AMADOR STREET
2/9/2024
Note: This evaluation is preliminary only and subject to change based on review of further information as becomes available. indigo | Hammond + Playle Architects, LLP Page 8 of 11
D20 PLUMBING - K-9 CANOPY BLDG 1,700 SF $40 $67,600
Plumbing - demolition of existing 1,700 SF $2 $3,400 est. allowance Plumbing - plumbing fixtures including water distribution 1,700 SF $25 $42,500 est. allowance Plumbing - water heaters, circulation pump & expansion tank 1 LS $20,000 $20,000 est. allowance Plumbing - roof and deck drainage system 1,700 SF $1 $1,700 est. allowance Plumbing - Shooting Range Interceptor 0 SF $10 $0 N/A
D30 HVAC - K-9 CANOPY BLDG 1,700 SF $65 $110,500
HVAC - demolition of existing 1,700 LS $2 $3,400 est. allowance HVAC - test/ balancing & seismic bracing 1,700 LS $5 $8,500 est. allowance HVAC - main equipment, outdoor vrf heat pumps & DOAS units 1,700 SF $32 $54,400 est. allowance HVAC - distribution ductwork, piping, and FCUs, etc. 1,700 SF $20 $34,000 est. allowance HVAC - standalone heat pumps, IT and electrical rooms 0 SF $1 $0 N/A HVAC - controls (assumes part of building management system) 1,700 SF $5 $8,500 est. allowance HVAC - sally port heating 0 SF $0 $0 N/A
HVAC - exhaust fans 1,700 SF $1 $1,700 est. allowance
D40 FIRE PROTECTION - K-9 CANOPY BLDG 1,700 SF $6 $10,600 Fire Protection - automatic sprinkler system, wet pipe 1,700 SF $6 $10,200 est. allowance Fire Protection - automatic sprinkler system, dry pipe (IT & Elec Rooms) 0 SF $50 $0 est. allowance Fire Protection - fire extinguisher, including cabinet 1 EA $400 $400 assumes 1 per 3,000 sf D50 ELECTRICAL - K-9 CANOPY BLDG 1,700 SF $217 $369,240 Electrical - demolition of existing 1,700 SF $2 $3,400 est. allowance Electrical - normal power including distribution 1,700 SF $15 $25,500 est. allowance Electrical - uninterrupted power supply UPS 0 SF $25 $0 assumes none Electrical - emergency power including generator and distribution 0 SF $20 $0 assumes none Electrical - lighting incl. emergency lighting 1,700 SF $15 $25,500 est. allowance Electrical - data/ telcom/ CATV 1,700 SF $11 $18,700 est. allowance Electrical - fire alarm system 1,700 SF $5 $8,500 est. allowance Electrical - intercom and paging 1,700 SF $3 $5,100 est. allowance Electrical - audio-visual A/V system, excluding equipment (see Furnishings below) 1,700 SF $3 $5,100 est. allowance Electrical - security, detention area video surveillance, door control, intercome 0 SF $45 $0 est. allowance Electrical - security, video surveillance 1,700 SF $4 $6,800 est. allowance Electrical - security, electronic access control 1,700 SF $3 $5,100 est. allowance Electrical - emergency responder radio communication system ERRCS/DAS 1,700 SF $5 $8,500 est. allowance Electrical - photovoltaic PV solar energy supply 5,712 SF $45 $257,040 est. allowance E20 FURNISHINGS - K-9 CANOPY BLDG 1,700 SF $18 $30,400
Furnishing - window treatments, interior and exterior 85 SF $40 $3,400 est. allowance Furnishing - detention equipment - built-in 0 SF $200 $0 N/A Furnishing - evidence processing and laboratory equipment - built-in 0 SF $200 $0 See Phase 2 Furnishing - evidence storage shelving - built-in 50 LF $200 $10,000 est. allowance Furnishing - records HD storage shelving - built-in 0 LF $800 $0 N/A Furnishing - miscellaneous fixtures, furnishings & equipment FF&E - built-in 1,700 SF $5 $8,500 est. allowance Furnishing - audio-visual A/V equipment, projectors, monitors, etc. - built-in 1,700 SF $5 $8,500 est. allowance F10 SPECIAL CONSTRUCTION - K-9 CANOPY BLDG 1,700 SF $31 $52,000 Special Construction - ballistic glazing and panels, at public counter 0 SF $300 $0 N/A Special Construction - firing range complete, 8 lane, 25 yard 0 SF $300 $0 N/A Special Construction - dog kennels and related animal care equipment 8 EA $6,500 $52,000 N/A Special Construction - microwave and RF antennae 0 LS $20,000 $0 N/A F20 SELECTIVE BUILDING DEMOLITION - K-9 CANOPY BLDG 1,700 SF $25 $42,500 Selective Building Demolition - all trades 1,700 SF $25 $42,500 est. allowance Selective Building Demolition - hazmat remediation 0 SF $100 $0 assumes none reqd. indigo | Hammond + Playle Architects, LLP Page 9 of 11
Item Quantity (units) Unit Cost
($/unit)
Subtotal
Cost ($) Total Cost ($) Comments
DIRECT CONSTRUCTION COST - PHASE 1 4.3 AC $2,090,000 $9,056,400 Site work 188,706 SF $48 $9,056,400 69% Ph. 1 and 31% Ph. 2 Pedestrian Paving 2,066 SF
Pedestrian Decorative Paving (Plaza) 14,570 SF
Vehicle Paving 91,919 SF
Landscaping 29,132 SF
Secure Patio Paving 2,268 SF
Generator Enclosure Paving 880 SF
Police Services Building Equipment Pad 486 SF
8-ft Masonry wall @ secure patio 145 LF
12-ft Masonry wall @ generator enclosure 184 LF
SITE (78% PHASE 1)
G10 SITE PREPARATION - PHASE 1 4.33 AC $609,244 $2,639,300 Site Preparation - Offsite- utilities, connect to street 0 EA $0 $0 assumes no cost Site Preparation - Onsite- utilities, demolition - storm, sewer, water, irrigation 1,240 LF $35 $43,400 est. allowance Site Preparation - Onsite- utilities, temporary use 1 LS $40,000 $40,000 est. allowance Site Preparation - Onsite- hazmat, abatement of buildings 0 SF $0 $0 assumes none Site Preparation - Onsite- hazmat, abatement of site environmental 0.0 AC $0 $0 assumes none Site Preparation - Onsite- demolition, buildings to be removed 6,864 SF $6 $41,200 est. allowance Site Preparation - Onsite- demolition, buildings to be removed - Portable 0 SF $2 $0 see phase 2 Site Preparation - Onsite- demolition, vehicular pavements to be removed 131,288 SF $5 $656,400 est. allowance Site Preparation - Onsite- demolition, all other site elements to be removed 1 LS $20,000 $20,000 est. allowance Site Preparation - Onsite- clearing and grubbing - tree removal 14 EA $500 $7,000 est. allowance Site Preparation - Onsite- erosion control/ stormwater pollution prevention 4 AC $8,500 $34,000 est. allowance Site Preparation - Onsite- earthwork, rough grading including any import and/or export 16,000 CY $35 $560,000 est. allowance Site Preparation - Onsite- earthwork, finish grading 188,706 SF $6 $1,132,200 est. allowance Site Preparation - Onsite- earthwork, building pad preparation 26,285 SF $4 $105,100 est. allowance G20 SITE IMPROVEMENTS - PHASE 1 4.33 AC $1,000,186 $4,332,900 Site Improvements - Offsite- signalization, including traffic, pedestrian-activated, other 0 EA $10,000 $0 assumes none Site Improvements - Offsite- roadway improvements, paving, curbs, striping - utility trench 810 SF $50 $40,500 est. allowance Site Improvements - Offsite- public sidewalk improvements 0 SF $10,000 $0 assumes none Site Improvements - Offsite- street lights 0 EA $8,500 $0 assumes none Site Improvements - Offsite- fire hydrants 1 EA $9,000 $9,000 est. allowance Site Improvements - Offsite- utilities, connect to street 0 LS $0 $0 assumes no cost Site Improvements - Offsite- new vehicle driveway entrances, replace existing driveways 1,195 SF $40 $47,800 est. allowance Site Improvements - Onsite- retaining walls < 4', including footing 450 LF $400 $180,000 est. allowance Site Improvements - Onsite- retaining walls > 4', including footing 740 LF $625 $462,500 est. allowance Site Improvements - Onsite- ped pavement, steps and accessible ramps, including handrails 700 SF $30 $21,000 est. allowance Site Improvements - Onsite- ped pavement, standard conc., at walkways, generator, patio, other 16,670 SF $23 $383,400 est. allowance Site Improvements - Onsite- pedestrian pavement, decorative concrete, at plaza, other 14,570 SF $45 $655,700 est. allowance Site Improvements - Onsite- vehicular, drive aisle, 3.5" AC pavement over 11" AB 43,416 SF $10 $434,200 est. allowance Site Improvements - Onsite- vpervious concrete pavement over AB 0 SF $32 $0 assumes none Site Improvements - Onsite- vehicular, parking stall, 2.5" AC pavement over 9" AB 18,144 SF $9 $163,300 est. allowance Site Improvements - Onsite- vehicular, concrete curb, concrete curb and gutter, valley gutter 2,968 LF $50 $148,400 est. allowance Site Improvements - Onsite- vehicular, pavement grind and overlay 2" 34,600 SF $5 $173,000 est. allowance Site Improvements - Onsite- vehicular paving, 6" concrete paving over 6" AB 10,520 SF $35 $368,200 est. allowance Site Improvements - Onsite- 8-ft masonry, full face brick each side CMU, with footing 145 LF $250 $36,300 Secure Patio Site Improvements - Onsite- 12-ft masonry, full face brick each side CMU, with footing 184 LF $350 $64,400 Generator Enclosure Site Improvements - Onsite- fencing and gates, 8' chain link security fencing, with personnel gates 0 LF $125 $0 see phase 2 Site Improvements - Onsite- fencing and gates, 8' decorative metal security, w/ personnel gates 0 LF $500 $0 see phase 2 Site Improvements - Onsite- fencing and gates, motorized 8' decorative metal type 0 EA $28,000 $0 see phase 2 Site Improvements - Onsite- Trees 57 EA $1,000 $57,000 est. allowance Site Improvements - Onsite- Trees, 48" Box 14 EA $3,000 $42,000 est. allowance Site Improvements - Onsite- Trees, Grates 8 EA $2,000 $16,000 est. allowance Site Improvements - Onsite- Planting 26,235 SF $15 $393,500 est. allowance Site Improvements - Onsite- Irrigation 26,235 SF $15 $393,500 est. allowance Site Improvements - Onsite- seating, pre-cast white concrete seat cap, at planter walls 100 LF $500 $50,000 est. allowance Site Improvements - Onsite- brick planters, full face brick on CMU, w/ waterproofing 1,040 SF $80 $83,200 est. allowance Site Improvements - Onsite- bollards, 16" round concrete 12 EA $500 $6,000 est. allowance Site Improvements - Onsite- benches, pre-fabricated white concrete 12 EA $2,000 $24,000 est. allowance Site Improvements - Onsite- flagpole, monument signs, site signage 1 LS $50,000 $50,000 est. allowance Site Improvements - Onsite- vendor / fair plaza pop-up infrastructure 1 LS $20,000 $20,000 est. allowance Site Improvements - Onsite- sculptural drinking fountain 1 LS $10,000 $10,000 est. allowance Site Improvements - Onsite- PV carport canopies, pre-engineered, including PV 0 SF $80 $0 see phase 2 G30 SITE MECHANICAL UTILITIES - PHASE 1 4.33 AC $330,741 $1,432,800 Site Mechanical Utilities - Onsite-1" potable water service and valve (20 LF) 1 EA $2,000 $2,000 assumes no cost Site Mechanical Utilities - Onsite-1.5" potable water service and valve (60LF) 1 EA $2,500 $2,500 assumes no cost Site Mechanical Utilities - Onsite-2.5" potable water service and valve (20 LF) 1 EA $3,000 $3,000 assumes no cost Site Mechanical Utilities - Onsite-4" potable water service, valve 120 LF $200 $24,000 est. allowance Site Mechanical Utilities - Onsite-4" water meter, backflow 1 EA $8,000 $8,000 est. allowance Site Mechanical Utilities - Onsite-4" potable water - connect to offsite main 1 EA $15,000 $15,000 est. allowance Site Mechanical Utilities - Onsite- 6" fire water 1,220 LF $300 $366,000 est. allowance Site Mechanical Utilities - Onsite- 6" fire water backflow preventor 1 EA $18,000 $18,000 est. allowance Site Mechanical Utilities - Onsite- 6" fire water - connect to offsite watermain 1 EA $25,000 $25,000 est. allowance Site Mechanical Utilities - Onsite- fire hydrants 3 EA $8,500 $25,500 est. allowance Site Mechanical Utilities - Onsite- storm drain inlet 16 EA $6,000 $96,000 Site Mechanical Utilities - Onsite- storm drain manhole 8 EA $12,000 $96,000 Site Mechanical Utilities - Onsite- 8" storm drain pipe 200 LF $100 $20,000 Site Mechanical Utilities - Onsite- 12" storm drain pipe 824 LF $200 $164,800 Site Mechanical Utilities - Onsite- 15" storm drain pipe 360 LF $250 $90,000 Site Mechanical Utilities - Onsite- connect to offsite storm drain inlet 1 EA $15,000 $15,000 Site Mechanical Utilities - Onsite- connect to offsite existing storm drain manhole 1 EA $20,000 $20,000 Site Mechanical Utilities - Onsite- drainage retention area 8,840 SF $50 $442,000 G40 SITE ELECTRICAL UTILITIES - PHASE 1 4.33 AC $150,366 $651,400 Site Electrical Utilities - Onsite- relocate existing electrical aerial service to Maine Street 3 EA $80,000 $240,000 assumes overhead Site Electrical Utilities - Onsite- electrical service, new 1 EA $150,000 $150,000 est. allowance Site Electrical Utilities - Onsite- electrical lighting, assumes 15' pole mounted luminaires 15 FIXT $6,000 $90,000 est. allowance Site Electrical Utilities - Onsite- electrical, EV charging stations 3 EA $3,800 $11,400 est. allowance Site Electrical Utilities - Onsite- electrical, telcom/data service 1 LS $90,000 $90,000 est. allowance Site Electrical Utilities - Onsite- security electronics, access control, CCTV 1 LS $70,000 $70,000 est. allowance SITE (PHASE 1 PORTION)

SCHEMATIC DESIGN PHASE CONSTRUCTION COST ESTIMATE
111 AMADOR STREET
2/9/2024
Note: This evaluation is preliminary only and subject to change based on review of further information as becomes available. indigo | Hammond + Playle Architects, LLP Page 10 of 11 Item Quantity (units) Unit Cost
($/unit)
Subtotal
Cost ($) Total Cost ($) Comments
DIRECT CONSTRUCTION COST - PHASE 1 1.08 AC $3,730,000 $4,040,800 Site work 47,154 SF $86 $4,040,800 69% Ph. 1 and 31% Ph. 2 Pedestrian Paving 111 SF
Vehicle Paving 33,000 SF
Landscaping 4,000 SF
Trash Enclosure Paving 308 SF
SF
Carports 11,545 SF
8-ft Masonry wall @ trash enclosure 76 LF
G10 SITE PREPARATION - PHASE 1 1.08 AC $673,806 $729,400 Site Preparation - Offsite- utilities, connect to street 0 EA $0 $0 assumes no cost Site Preparation - Onsite- utilities, demolition - storm, sewer, water, irrigation 310 LF $35 $10,900 est. allowance Site Preparation - Onsite- utilities, temporary use 1 LS $40,000 $40,000 est. allowance Site Preparation - Onsite- hazmat, abatement of buildings 0 SF $0 $0 assumes none Site Preparation - Onsite- hazmat, abatement of site environmental 0.0 AC $0 $0 assumes none Site Preparation - Onsite- demolition, buildings to be removed 9,735 SF $6 $58,400 est. allowance Site Preparation - Onsite- demolition, buildings to be removed - Portable 2,800 SF $2 $5,600 est. allowance Site Preparation - Onsite- demolition, vehicular pavements to be removed 32,822 SF $5 $164,100 est. allowance Site Preparation - Onsite- demolition, all other site elements to be removed 1 LS $20,000 $20,000 est. allowance Site Preparation - Onsite- clearing and grubbing - tree removal 0 EA $500 $0 est. allowance Site Preparation - Onsite- erosion control/ stormwater pollution prevention 1 AC $8,500 $8,500 est. allowance Site Preparation - Onsite- earthwork, rough grading including any import and/or export 3,970 CY $35 $139,000 est. allowance Site Preparation - Onsite- earthwork, finish grading 47,154 SF $6 $282,900 est. allowance Site Preparation - Onsite- earthwork, building pad preparation 0 SF $4 $0 est. allowance G20 SITE IMPROVEMENTS - PHASE 1 1.08 AC $2,786,125 $3,016,000 Site Improvements - Offsite- signalization, including traffic, pedestrian-activated, other 0 EA $10,000 $0 assumes none Site Improvements - Offsite- roadway improvements, paving, curbs, striping - utility trench 0 SF $50 $0 est. allowance Site Improvements - Offsite- public sidewalk improvements 0 SF $10,000 $0 assumes none Site Improvements - Offsite- street lights 0 EA $8,500 $0 assumes none Site Improvements - Offsite- fire hydrants 1 EA $9,000 $9,000 est. allowance Site Improvements - Offsite- utilities, connect to street 0 LS $0 $0 assumes no cost Site Improvements - Offsite- new vehicle driveway entrances, replace existing driveways 1,195 SF $40 $47,800 est. allowance Site Improvements - Onsite- retaining walls < 4', including footing 0 LF $400 $0 est. allowance Site Improvements - Onsite- retaining walls > 4', including footing 0 LF $625 $0 est. allowance Site Improvements - Onsite- ped pavement, steps and accessible ramps, including handrails 0 SF $30 $0 est. allowance Site Improvements - Onsite- ped pavement, standard conc., at walkways, generator, patio, other 0 SF $23 $0 est. allowance Site Improvements - Onsite- pedestrian pavement, decorative concrete, at plaza, other 0 SF $45 $0 est. allowance Site Improvements - Onsite- vehicular, drive aisle, 3.5" AC pavement over 11" AB 10,854 SF $10 $108,500 est. allowance Site Improvements - Onsite- pervious concrete pavement over AB 0 SF $32 $0 assumes none Site Improvements - Onsite- vehicular, parking stall, 2.5" AC pavement over 9" AB 4,536 SF $9 $40,800 est. allowance Site Improvements - Onsite- vehicular, concrete curb, concrete curb and gutter, valley gutter 742 LF $50 $37,100 est. allowance Site Improvements - Onsite- vehicular, pavement grind and overlay 2" 0 SF $5 $0 est. allowance Site Improvements - Onsite- vehicular paving, 6" concrete paving over 6" AB 13,150 SF $35 $460,300 est. allowance Site Improvements - Onsite- 8-ft masonry, full face brick each side CMU, with footing, roof, & gate 76 LF $500 $38,000 Secure Patio Site Improvements - Onsite- 12-ft masonry, full face brick each side CMU, with footing 0 LF $350 $0 est. allowance Site Improvements - Onsite- fencing and gates, 8' chain link security fencing, with personnel gates 485 LF $125 $60,600 est. allowance Site Improvements - Onsite- fencing and gates, 8' decorative metal security, w/ personnel gates 1,191 LF $500 $595,500 est. allowance Site Improvements - Onsite- fencing and gates, motorized 8' decorative metal type 8 EA $28,000 $224,000 est. allowance Site Improvements - Onsite- Trees 20 EA $1,000 $20,000 est. allowance Site Improvements - Onsite- Trees, 48" Box 0 EA $3,000 $0 est. allowance Site Improvements - Onsite- Trees, Grates 0 EA $2,000 $0 est. allowance Site Improvements - Onsite- Planting 9,709 SF $15 $145,600 est. allowance Site Improvements - Onsite- Irrigation 9,709 SF $15 $145,600 est. allowance Site Improvements - Onsite- seating, pre-cast white concrete seat cap, at planter walls 0 LF $500 $0 est. allowance Site Improvements - Onsite- brick planters, full face brick on CMU, w/ waterproofing 0 SF $80 $0 est. allowance Site Improvements - Onsite- bollards, 16" round concrete 0 EA $500 $0 est. allowance Site Improvements - Onsite- benches, pre-fabricated white concrete 0 EA $2,000 $0 est. allowance Site Improvements - Onsite- flagpole, monument signs, site signage 0 LS $50,000 $0 est. allowance Site Improvements - Onsite- vendor / fair plaza pop-up infrastructure 0 LS $20,000 $0 est. allowance Site Improvements - Onsite- sculptural drinking fountain 0 LS $10,000 $0 est. allowance Site Improvements - Onsite- PV carport canopies, pre-engineered, including PV 13,541 SF $80 $1,083,200 est. allowance G30 SITE MECHANICAL UTILITIES - PHASE 1 1.08 AC $115,657 $125,200 Site Mechanical Utilities - Onsite-1" potable water service and valve (20 LF) 0 EA $2,000 $0 assumes no cost Site Mechanical Utilities - Onsite-1.5" potable water service and valve (60LF) 0 EA $2,500 $0 assumes no cost Site Mechanical Utilities - Onsite-2.5" potable water service and valve (20 LF) 0 EA $3,000 $0 assumes no cost Site Mechanical Utilities - Onsite-4" potable water service, valve 0 LF $200 $0 est. allowance Site Mechanical Utilities - Onsite-4" water meter, backflow 0 EA $8,000 $0 est. allowance Site Mechanical Utilities - Onsite-4" potable water - connect to offsite main 0 EA $15,000 $0 est. allowance Site Mechanical Utilities - Onsite- 6" fire water 0 LF $300 $0 est. allowance Site Mechanical Utilities - Onsite- 6" fire water backflow preventor 0 EA $18,000 $0 est. allowance Site Mechanical Utilities - Onsite- 6" fire water - connect to offsite watermain 0 EA $25,000 $0 est. allowance Site Mechanical Utilities - Onsite- fire hydrants 1 EA $8,500 $8,500 est. allowance Site Mechanical Utilities - Onsite- storm drain inlet 4 EA $6,000 $24,000 Site Mechanical Utilities - Onsite- storm drain manhole 2 EA $12,000 $24,000 Site Mechanical Utilities - Onsite- 8" storm drain pipe 50 LF $100 $5,000 Site Mechanical Utilities - Onsite- 12" storm drain pipe 206 LF $200 $41,200 Site Mechanical Utilities - Onsite- 15" storm drain pipe 90 LF $250 $22,500 Site Mechanical Utilities - Onsite- connect to offsite storm drain inlet 0 EA $15,000 $0 Site Mechanical Utilities - Onsite- connect to offsite existing storm drain manhole 0 EA $20,000 $0 Site Mechanical Utilities - Onsite- drainage retention area 0 SF $50 $0 G40 SITE ELECTRICAL UTILITIES - PHASE 1 1.08 AC $157,228 $170,200 Site Electrical Utilities - Onsite- relocate existing electrical aerial service to Maine Street 0 EA $80,000 $0 see Bldg for e-generator Site Electrical Utilities - Onsite- electrical service, new 0 EA $80,000 $0 see Bldg for e-generator Site Electrical Utilities - Onsite- electrical lighting, assumes 15' pole mounted luminaires 15 FIXT $6,000 $90,000 est. allowance Site Electrical Utilities - Onsite- electrical, EV charging stations 4 EA $3,800 $15,200 est. allowance Site Electrical Utilities - Onsite- electrical, telcom/data service 1 LS $45,000 $45,000 est. allowance Site Electrical Utilities - Onsite- security electronics, access control, CCTV 1 LS $20,000 $20,000 est. allowance SITE (PHASE 2 PORTION)

Vallejo City CouncilApril 9, 2024

Vallejo City Council
April 9, 2024