AGENDA
Tuesday, March 5, 2024 5:00 P.M. Closed Session
6:00 P.M. Welcome Reception
6:30 P.M. Open Session
REGULAR MEETING
CITY COUNCIL, AIRPORT COMMISSION,
MARINA ABRAMS B NON-PROFIT CORPORATION, PRESTON PARK
SUSTAINABLE COMMUNITY NON-PROFIT CORPORATION, SUCCESSOR
AGENCY OF THE FORMER MARINA REDEVELOPMENT AGENCY AND MARINA
GROUNDWATER SUSTAINABILITY AGENCY
THIS MEETING WILL BE HELD IN PERSON AND VIRTUALLY (HYBRID).
Council Chambers
211 Hillcrest Avenue
Marina, California
AND
Zoom Meeting URL: https://zoom.us/j/730251556
Zoom Meeting Telephone Only Participation: 1-669-900-9128 - Webinar ID: 730 251 556
PARTICIPATION
You may participate in the City Council meeting in person or in real-time by calling Zoom Meeting via the weblink and phone number provided at the top of this agenda. Instructions on how to access, view and participate in remote meetings are provided by visiting the City’s home page at https://cityofmarina.org/. Attendees can make oral comments during the meeting by using the “Raise Your Hand” feature in the webinar or by pressing *9 on your telephone keypad if joining by phone only.
The most effective method of communication with the City Council is by sending an emai l to [email protected] Comments will be reviewed and distributed before the meeting if received by 5:00 p.m. on the day of the meeting. All comments rec eived w ill become part of the r ecord.
Council will have the option to modify their action on items based on comments received.
AGENDA MATERIALS
Agenda materials, staff reports and background information related to regular agenda items are available on the City of Marina’s website www.cityofmarina.org. Materials related to an item on this agenda submitted to the Council after distribution of the agenda packet will be made available on the City of Marina websi te www.cityofmarina.org subject to City staff’s ability to post the documents before the meeting.
VISION STATEMENT
Marina will grow and mature from a small town bedroom community to a small city which is diversified, vibrant and through positive relationships w ith regional agencies, self -sufficient. The City will develop in a way that insulates it from the negative impacts of urban sprawl to become a desirable residential and business community in a natural setti ng. (Resolution No. 2006-112 - May 2, 2006)
AMENDED PACKET
Agenda for City Council Meeting of Tuesday, March 5, 2024 Page 2
MISSION STATEMENT
The City Council will provide the leadership in protecting Marina’s natural setting while developing the City in a way that provides a balance of housing, jobs and business opportunities that will result in a community characterized by a desirable quality of life, including recreation and cultural opportunities, a safe environment and an economic viability that supports a high level of municipal services and infrastructure. (Resolution No. 2006-112 - May 2, 2006)
LAND ACKNOWLEDGEMENT
The City recognizes that it was founded an d is built upon the traditional homelands and villages first inhabited by the Indigenous Peoples of this region - the Esselen and their ancestors and allies - and honors these members of the community, both past and present.
1. CALL TO ORDER
2. ROLL CALL & ESTABLISH MENT OF QUORUM: (City Coun cil, Airport Commissioners, Marina Abrams B Non -Profit Corporation, Pr eston Park Sustainable Communities Nonprofit Corporation, Successor Agency of the Former Redevelopm ent Agency Members and Marina Groundwater Sustainability Agency)
Jennifer McAdams, Brian McCarthy , Kathy Biala , Mayor Pro -Tem/Vice Chair Liesbeth Visscher, Mayor/Chair Bruce C. Delgado
3. PUBLIC COMMENT ON CLOSED SESSION ITEMS:
4. CLOSED SESSION:
a. Real Property Negotiation (Govt. Code Section 54956.8) i. Property: Public Safety Building, Marina Airport and Preston Park Concessions.
Negotiating Party: Cuzio Internet
Negotiator(s): City Manager
Terms: Price and Terms
6:30 PM - RECONVENE OPEN SESSION AND R EPORT ON ANY ACTIONS TAKEN IN
CLOSED SESSION
SWEARING-IN: New Council Member, Jennifer McAdams.
ROLL CALL & ESTABLISH MENT OF QUORUM: (City Council, Airport Commissioners, Marina Abrams B Non -Profit Corporation, Pr eston Park Sustainable Communities Nonprofit Corporation, Successor Agency of the Former Redevelopm ent Agency Members and Marina Groundwater Sustainability Agency)
Jennifer McAdams, Brian McCarthy , Kathy Biala , Mayor Pro -Tem/Vice Chair Liesbeth Visscher, Mayor/Chair Bruce C. Delgado
5. MOMENT OF SILENCE & PLEDGE OF ALLEGIANCE (Please stand)
6. SPECIAL PRESENTATIONS:
a. Proclamations
i. American Red Cross Month
ii. Andres Rosas
Agenda for City Council Meeting of Tuesday, March 5, 2024 Page 3
b. Presentations
i. Dr. Vanya Quiñones, President of Cal State Monterey Bay - University Updates
ii. Monterey County Convention and Visitor Bureau-Annual Update
7. COUNCIL AND STAFF ANNOUNCEMENTS:
8. PUBLIC COMMENT: Any member of the public may comment on any matter with in the City Council’s jurisd iction that is no t on the agenda. This is the appro priate place to comment on items on the Co nsent Age nda. Action will not be taken on items not on th e agenda. Comments are limited to a maximum of three (3) minutes. General public comment may be limited to thirty (30) minutes and/or continued to the end of the agenda. Any member of the public may comment on any matter listed on this agenda at the time the matter is being considered by the City Council . Whenever possible, writte n correspondence should be submitted t o the C ouncil in advanc e of the meeting, to pro vide adequat e time for its consideration.
9. CONSENT AGENDA FOR THE SUCCE SSOR AGENCY TO TH E FORME R MARINA REDEVELOPMENT AGENCY: Background information has been provided to the Successor Agency of the former Redevelopment Agency on all matters listed under th e Consent Agenda, and t hese items are con sidered to be routine and non -controversial. All items unde r the Consent Agenda are normally approved by one motion. Prior to suc h a motion being made, any m ember of the public or City Council may ask a question or make a comment about an agenda item and staff may provide a response. If discussion or a lengthy explanation is req uired, the Counc il may remove an ite m from the Consent A genda for individual consideration. If an i tem is pulled for discussion, it will be placed at the end of Other Action Items Successor Agency to the former Marina Redevelopment Agency.
10. CONSENT AGENDA: These items are considered to be routine and non-controversial.
All items under the Consent Agenda may be approved by one motion. Prior to such a motion being made, a ny member of City Council may ask a quest ion or make a com ment about an agenda item and staff may provide a response. If di scussion o r a le ngthy explanation is required, Council may remove the item from the Consent Agenda and it will be placed at the end of Other Action Items.
a. ACCOUNTS PAYABLE: (Not a Project under CEQA per Article 20, Section 15378) (1) Accounts Payable Check Numbers 104077-104145, totaling $1,611,532.82.
Accounts Payable Successor Agency Check Number 121, totaling $1,911.25. b. MINUTES: (Not a Project under CEQA per Article 20, Section 15378) (1) February 21, 2024, Regular City Council Meeting
(2) February 28, 2024, Special City Council Meeting
c. CLAIMS AGAINST THE CITY: None
d. AWARD OF BID: None
e. CALL FOR BIDS: None
Agenda for City Council Meeting of Tuesday, March 5, 2024 Page 4
f. ADOPTION OF RESOLUTIONS: (Not a Project under CEQA per Article 20, Section 15378) (1) Adopting Resolut ion N o. 202 4-, authorizing the City Manager or City Manager’s designee to submit a Pro Housing Designation Program Application to the California Department of Housing and Community Development (HCD). (This item is exempt from enviro nmental review per §15378 of the CEQA guidelines).
g. APPROVAL OF AGREEMENTS: (Not a Project under CEQA per Article 20, Section 15378) (1) Adopting Resolution No. 2024 -, approving an amendment to the agreement between The City of Marina and Formation Environmental, LLC. to provide engineering services for the groundwater sustainability planning; and allocating an d appropriating $59,650 from t he General Fund. (This item is exempt from environmental review per §15378 of the CEQA guidelines) h. ACCEPTANCE OF PUBLIC IMPROVEMENTS: None
i. MAPS: None
j. REPORTS: (RECEIVE AND FILE): None
k. FUNDING & BUDGET MATTERS: None
l. APPROVE ORDINANCES (WAIVE SECOND READING): None
m. APPROVE APPOINTMENTS: None
11. PUBLIC HEARINGS: In the Council’s discretion, the applicant/proponent of an item may be given up to t en (10) minutes to speak. All other persons may be given up to three (3) minutes to speak on the matter.
a. Open a public hearing and consider adopting Resolution No. 2024-, approving the 226 Palm S pecific Plan which establishes the development standards included in a Conditional Use Permit an d Site and Architectural Design Review for a six (6) unit apartment building proposed at 226 Palm Avenue (APN 032-303-046) and find that this project is exempt from environmental review per Section 15332 (Infill Develop ment Projects ) of the California Environmental Quality Act (CEQA) Guidelines.
12. OTHER ACTIONS ITEM S OF THE SU CCESSOR AGENCY TO TH E FORMER MARINA REDEVELOPMENT AGENCY : Action listed for each Agenda item is that which is requested by staff. The Successor Agency may, at its discretion, take a ction on any items. Members of the public may be given up to three (3) minutes to speak.
13. OTHER ACTION ITEMS: Action listed for each Agenda item is that which is requ ested by staff. The City Council may, at its discretion, take action on any items. Members of the public may be given up to three (3) minutes to speak.
Note: No a dditional ma jor proj ects or programs should be undertaken without review of the impacts on existing priorities (Resolution No. 2006-79 – April 4, 2006). a. Receive a presentation from th e Monterey Salinas Transit (MST) district on the Transit Oriented Development planning study.
b. Discussion of increasing salary for Mayor and Councilmembers.
Agenda for City Council Meeting of Tuesday, March 5, 2024 Page 5
14. COUNCIL & STAFF INFORMATIONAL REPORTS:
a. Monterey County Mayor’s Association [Mayor Bruce Delgado] b. Council r eports on meetings and conferences attended (Gov’t Code Section 53232).
15. ADJOURNMENT:
CERTIFICATION
I, Anita Sharp, Deputy City Clerk, of the City of Marina, do hereby certify that a copy of the foregoing agenda was posted at City Hall and Council Chambers Bulletin Board at 211 Hillcrest Avenue, Monterey County Lib rary Marina Branch at 190 Seaside Circle, City Bu lletin Board at the corner of Reservation Road and Del Monte Boulevard on or before 6:30 p.m., Friday, March 1, 2024.
___________________________________
ANITA SHARP, DEPUTY CITY CLERK
City Council, Airport Co mmission and Redevelopment Agency m eetings are recorded on tape and available for public review and listening at the Office of the City Clerk and kept for a per iod of 90 days after the formal approval of MINUTES.
City Council meetings may be viewed live on the meeting night and at 12:30 p.m. and 3:00 p.m. on Cable Channel 25 on t he S unday followi ng th e R egular C ity Cou ncil meeting date. In addition, Council meetings can be viewed at 6:3 0 p.m. every Monday, Tuesday and Wednesday. For more information about viewing the Council Meetings on Channel 25, you may contact Access Monterey Peninsula directly at 831-333-1267.
Agenda items and staff reports are public record and are available for public review on the City's website (www.ciytofmarina.org), at the Monterey County Marina Library Branch at 190 Seaside Circle and at the Office of the City Clerk at 211 Hillcrest Ave nue, Marina between the hours of 10:00 a.m. 5:00 p.m., on the Monday preceding the meeting.
Supplemental materials received after the close of the final agenda and through noon on t he day of the scheduled meeting w ill be available for publi c r eview at the Cit y Clerk’s Office during regular office hours and in a ‘Supplemental Binder’ at the meeting.
ALL MEETINGS ARE OPEN TO THE PUBLIC. THE CIT Y OF MARINA DOES N OT DISCRIMINATE AGAINST PERSONS WITH DISABILITIES. Council Chambers are wheelchair accessible. Meetings are broadcast on cab le channel 25 and recordings of meetings can be provided upon request . To request assistive listening de vices, sign language interpreters, readers, la rge print agendas or other accommodations, please call (831) 884-1278 or e -mail:
[email protected]. Requests must be made at least 48 hours in advance of the meeting.
U p c o m i n g 20 2 4 M e e t i n g s o f t h e C i t y C o u n c i l, Ai r p o r t C om m i s s i o n, M a r i n a Ab r a m s B N o n - P r o f i t C o r p o r a t i on , P r e s t on P ar k S u s t a i n a b l e C o m m u n i t y N o n p r o f i t C o r p o r a t i o n , S u c c e s s o r A g e n c y o f t h e F o r m e r R e d e v e l o p me n t A g e n c y a n d M a r i n a G r o u n d w a t e r S u s t a i n a bi l i t y A g en cy R e g u l a r M eet i n g s : 5: 0 0 p . m . C l o s e d S e s si on; 6 : 30 p .m . R e g u la r O p e n S e s s i o n s
Agenda for City Council Meeting of Tuesday, March 5, 2024 Page 6
Tuesday, March 19, 2024
**Wednesday, August 7, 2023
Tuesday, August 20, 2024 (Cancelled)
Tuesday, April 2, 2024
Tuesday, April 16, 2024
*Wednesday, September 4, 2024
Tuesday, September 17, 2024
Tuesday, May 7, 2024
Tuesday, May 21, 2024
Tuesday, October 1, 2024
Tuesday, October 15, 2024
Tuesday, June 4, 2024
Tuesday, June 18, 2024
***Wednesday, November 6, 2024
Tuesday, November 19, 2024
Tuesday, July 2, 2024
Tuesday, July 16, 2024 (Cancelled)
Tuesday, December 3, 2024
Tuesday, December 17, 2024
* Regular Meeting rescheduled due to Monday Holiday
** Regular Meeting rescheduled due to National Night Out *** Regular Meeting rescheduled due to General Election Day
CI TY H A L L 202 4 H O L I D A Y S
(City Hall Closed)
Memorial Day ------------------------------------------------------------- Monday, May 27, 2024 Independence Day (City Offices Closed) ------------------------------ Thursday, July 4, 2024 Labor Day ------------------------------------------------------------ Monday, September 2, 2024 Veterans Day (City Offices Closed) ----------------------------- Monday, November 11, 2024 Thanksgiving Day ------------------------------------------------- Thursday, November 28, 2024 Thanksgiving Break -------------------------------------------------- Friday, November 29, 2024 Winter Break ---------------------- Tuesday, December 24, 2024-Friday, December 31, 2024
2024 COMMISSION DATES
Up c o m i n g 2024 Me e t i n g s o f P l a n n i n g C o m m i s s i o n 2nd and 4th Thursday of every month. Meetings are held at the Council Chambers at 6:30 P.M.
March 14, 2024 June 13, 2024 September 12, 2024
September 26, 2024
March 28, 2024 June 27, 2024 October 10, 2024
April 11, 2024 July11, 2024 October 24, 2024
April 25, 2024 July 25, 2024 November 14, 2024
May 11, 2024
May 23, 2024 August 8, 2024 November 28, 2024 (Cancelled) August 22, 2024 December 12, 2024
Agenda for City Council Meeting of Tuesday, March 5, 2024 Page 7
U p c o m i n g 2024 M e e t i n g s o f P u bl i c W o r k s C o m m i s s i o n 3rd Thursday of every month. Meetings are held at the Council Chambers at 6:30 P.M.
March 21, 2024 June 20, 2024 September 19, 2024
April 18, 2024 July 18, 2024 October 17, 2024
May 16, 2024 August 15, 2024 November 21, 2024
December 19, 2024
Up c o m i n g 2024 M e e t i n g s o f R ec r e a t i o n & C u l t u r a l Se r v i c es C o m mi ss i o n
1st Wednesday of every quarter month. Meetings are held at the Council Chambers at 6:30 P.M.
March 6, 2024 June 5, 2024 September 11, 2024 December 4, 2024
U pc o mi n g 2024 M e e t i n g s of M a r i n a T r e e C o m m i t t e e 2nd Wednesday of every quarter month as needed. Meetings are held at the Council Chambers at 6:30 P.M.
April 13, 2024 July 13, 2024 October 12, 2024
Agenda Item: 6a
Agenda Item: 6b
Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 120 - City Mgr/HR/Risk
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.305 - Prof Svc HR - Citywide Recruit/Background 11869 - Agile Occupational Medicine PC EM012812 Agile Occupational Medicine - Pre Emp Px
Paid by EFT #
4299
02/05/2024 02/15/2024 02/15/2024 02/23/2024 572.00
Account 6300.305 - Prof Svc HR - Citywide Recruit/Background Totals Invoice Transactions 1 $572.00 Account 6380.120 - Utilities Comm Mobile & Pager
10603 - Verizon Wireless 9956307765 Monthly Verizon Bill- 308174766 (01/11-
02/10/24)
Paid by EFT #
4304
02/10/2024 02/20/2024 02/20/2024 02/23/2024 227.73
Account 6380.120 - Utilities Comm Mobile & Pager Totals Invoice Transactions 1 $227.73 Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 10416 - Monterey County Petroleum-Sturdy
Oil Co.
0242583-IN Regular Ethenol Paid by Check
# 104091
01/29/2024 02/02/2024 02/02/2024 02/23/2024 23.76
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 1 $23.76 Account 6500.700 - Training & Travel Training & Travel
10739 - League of CA Cities-Monterey Bay
Division
8331 January 25, 2024
Division Dinner
Paid by Check
# 104089
02/12/2024 02/12/2024 02/12/2024 02/23/2024 50.00
Account 6500.700 - Training & Travel Training & Travel Totals Invoice Transactions 1 $50.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 4 $873.49 Division 000 - Non-Div Totals Invoice Transactions 4 $873.49 Department 120 - City Mgr/HR/Risk Totals Invoice Transactions 4 $873.49 Department 125 - I. T.
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6360.342 - Maint & Repairs IT - System Annual Maint 10905 - Taygeta Scientific, Inc. 001124 Contract Increase Paid by Check # 104100
02/16/2024 02/16/2024 02/16/2024 02/23/2024 1,500.00
Account 6360.342 - Maint & Repairs IT - System Annual Maint Totals Invoice Transactions 1 $1,500.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $1,500.00 Division 000 - Non-Div Totals Invoice Transactions 1 $1,500.00 Department 125 - I. T. Totals Invoice Transactions 1 $1,500.00 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 1 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
Agenda Item: 10a
1 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 130 - Finance
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6380.120 - Utilities Comm Mobile & Pager
10603 - Verizon Wireless 9956307765 Monthly Verizon Bill- 308174766 (01/11-
02/10/24)
Paid by EFT #
4304
02/10/2024 02/20/2024 02/20/2024 02/23/2024 141.19
Account 6380.120 - Utilities Comm Mobile & Pager Totals Invoice Transactions 1 $141.19 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $141.19 Division 000 - Non-Div Totals Invoice Transactions 1 $141.19 Department 130 - Finance Totals Invoice Transactions 1 $141.19 Department 190 - Citywide Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6360.570 - Maint & Repairs Other Svc Agr
10129 - Cintas Corporation 4183708018 Mat Service City Hall Paid by Check # 104083
02/16/2024 02/16/2024 02/16/2024 02/23/2024 52.05
Account 6360.570 - Maint & Repairs Other Svc Agr Totals Invoice Transactions 1 $52.05 Account 6380.150 - Utilities Comm Phone System
10758 - AT & T CALNET3 21262290 CALNET3-9391023436
(239-461-6578)
Paid by Check
# 104079
02/13/2024 02/16/2024 02/16/2024 02/23/2024 64.10
10758 - AT & T CALNET3 21271627 CALNET3-9391023491
(884-9654)
Paid by Check
# 104079
02/15/2024 02/20/2024 02/20/2024 02/23/2024 90.35
10758 - AT & T CALNET3 21271626 CALNET3-9391023490
(884-9568)
Paid by Check
# 104079
02/15/2024 02/20/2024 02/20/2024 02/23/2024 55.59
10758 - AT & T CALNET3 21271619 CALNET3-9391023482
(884-0985)
Paid by Check
# 104079
02/15/2024 02/20/2024 02/20/2024 02/23/2024 29.35
10758 - AT & T CALNET3 21271621 CALNET3-9391023485
(884-2573)
Paid by Check
# 104079
02/15/2024 02/20/2024 02/20/2024 02/23/2024 30.46
Account 6380.150 - Utilities Comm Phone System Totals Invoice Transactions 5 $269.85 Account 6380.500 - Utilities Water & Sewer
10349 - Marina Coast Water District 000056017
021524
208-A Palm Ave Paid by Check
# 104090
02/15/2024 02/13/2024 02/13/2024 02/23/2024 84.08
10349 - Marina Coast Water District 000056018
021524
208 Palm Ave Paid by Check
# 104090
02/15/2024 02/15/2024 02/15/2024 02/23/2024 159.50
10349 - Marina Coast Water District 000056025
021524
327 Reindollar Ave Paid by Check
# 104090
02/15/2024 02/15/2024 02/15/2024 02/23/2024 71.92
10349 - Marina Coast Water District 000056020
021524
304 Hillcrest Ave Paid by Check
# 104090
02/15/2024 02/15/2024 02/15/2024 02/23/2024 138.26
Account 6380.500 - Utilities Water & Sewer Totals Invoice Transactions 4 $453.76 Account 6400.565 - Material & Suppl Office Supplies
10540 - Sierra Springs & Alhambra 7266038
021624
Water Cooler Rentals
and Replacement
Water
Paid by Check
# 104097
02/16/2024 02/16/2024 02/16/2024 02/23/2024 126.90
Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 2 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
2 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 190 - Citywide Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6400.565 - Material & Suppl Office Supplies
10734 - Office Depot-Public Works Dept. 351198964001 Coffee Pot/Supplies Corp Yard
Paid by Check
# 104093
01/31/2024 02/15/2024 02/15/2024 02/23/2024 532.04
Account 6400.565 - Material & Suppl Office Supplies Totals Invoice Transactions 2 $658.94 Account 6400.635 - Material & Suppl Postage Shipping
10509 - Reserve Account - Pitney Bowes 02-14-24 Postage Meter Refill Paid by Check # 104095
02/14/2024 02/12/2024 02/12/2024 02/23/2024 1,500.00
Account 6400.635 - Material & Suppl Postage Shipping Totals Invoice Transactions 1 $1,500.00 Account 6600.010 - Other Charges Alarm
10239 - First Alarm 804295 Alarm Monitoring -
3200 Del Monte Blvd.
Paid by EFT #
4301
02/15/2024 02/16/2024 02/16/2024 02/23/2024 176.04
10239 - First Alarm 801886 Alarm Monitoring - 211
Hillcrest Ave
Audio/Visual Room
Paid by EFT #
4301
02/15/2024 02/16/2024 02/16/2024 02/23/2024 109.62
10981 - Sentry Alarm Systems of America,
Inc.
2242712 Alarm Monitoring -
Sports Center - March-
May 2024
Paid by Check
# 104096
02/15/2024 02/12/2024 02/12/2024 02/23/2024 285.00
Account 6600.010 - Other Charges Alarm Totals Invoice Transactions 3 $570.66 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 16 $3,505.26 Division 000 - Non-Div Totals Invoice Transactions 16 $3,505.26 Department 190 - Citywide Non-Dept Totals Invoice Transactions 16 $3,505.26 Department 210 - Police
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6380.150 - Utilities Comm Phone System
10758 - AT & T CALNET3 21271650 CALNET3-9391023435
(237-267-6922)
Paid by Check
# 104079
02/15/2024 02/20/2024 02/20/2024 02/23/2024 171.47
Account 6380.150 - Utilities Comm Phone System Totals Invoice Transactions 1 $171.47 Account 6380.500 - Utilities Water & Sewer
10349 - Marina Coast Water District 014874000
013124
289 12th Street Paid by Check
# 104090
01/31/2024 02/02/2024 02/02/2024 02/23/2024 130.86
10349 - Marina Coast Water District 01-31-24 Acct #014874 000 Paid by Check # 104090
01/31/2024 02/13/2024 02/13/2024 02/23/2024 130.86
Account 6380.500 - Utilities Water & Sewer Totals Invoice Transactions 2 $261.72 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 3 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
3 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 210 - Police
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 10416 - Monterey County Petroleum-Sturdy
Oil Co.
0242583-IN Regular Ethenol Paid by Check
# 104091
01/29/2024 02/02/2024 02/02/2024 02/23/2024 902.80
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 1 $902.80 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 4 $1,335.99 Division 000 - Non-Div Totals Invoice Transactions 4 $1,335.99 Department 210 - Police Totals Invoice Transactions 4 $1,335.99 Department 250 - Fire
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6360.342 - Maint & Repairs IT - System Annual Maint 10875 - Green Willow Group LLC - KipTraq 22961 Kip Traq Annual Subscription, 2022,
2023 & 2024
Paid by Check
# 104086
02/16/2024 02/16/2024 02/16/2024 02/23/2024 1,800.00
Account 6360.342 - Maint & Repairs IT - System Annual Maint Totals Invoice Transactions 1 $1,800.00 Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 10416 - Monterey County Petroleum-Sturdy
Oil Co.
0242583-IN Regular Ethenol Paid by Check
# 104091
01/29/2024 02/02/2024 02/02/2024 02/23/2024 71.27
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 1 $71.27 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 2 $1,871.27 Division 000 - Non-Div Totals Invoice Transactions 2 $1,871.27 Department 250 - Fire Totals Invoice Transactions 2 $1,871.27 Department 310 - Public Works
Division 311 - Buildings & Grounds
Sub-Division 00 - Non-Subdiv
Account 6360.065 - Maint & Repairs Bdg NonFlagship
10560 - Suburban Propane 1602-516441 Propane Exchange Paid by Check # 104099
02/23/2024 02/15/2024 02/15/2024 02/23/2024 987.32
Account 6360.065 - Maint & Repairs Bdg NonFlagship Totals Invoice Transactions 1 $987.32 Account 6360.445 - Maint & Repairs Maint - Perc Ponds
10090 - California Department of Forestry
and Fire Pr.
0000001562908 Gabilan Camp
Reimbursement
Paid by Check
# 104081
02/09/2024 02/13/2024 02/13/2024 02/23/2024 681.24
Account 6360.445 - Maint & Repairs Maint - Perc Ponds Totals Invoice Transactions 1 $681.24 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 4 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
4 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 310 - Public Works
Division 311 - Buildings & Grounds
Sub-Division 00 - Non-Subdiv
Account 6360.690 - Maint & Repairs Supplies
10728 - Ace Hardware-Public Works 087447 Fasteners Paid by Check # 104077
01/30/2024 02/02/2024 02/02/2024 02/23/2024 48.27
10728 - Ace Hardware-Public Works 087528 Brush Paid by Check # 104077
02/09/2024 02/13/2024 02/13/2024 02/23/2024 7.64
10728 - Ace Hardware-Public Works 087532 Fasteners Paid by Check # 104077
02/09/2024 02/13/2024 02/13/2024 02/23/2024 37.90
10728 - Ace Hardware-Public Works 087550 Supplies Paid by Check # 104077
02/12/2024 02/13/2024 02/13/2024 02/23/2024 26.19
10728 - Ace Hardware-Public Works 087513 Supplies Paid by Check # 104077
02/08/2024 02/13/2024 02/13/2024 02/23/2024 28.38
10728 - Ace Hardware-Public Works 087521 Supplies Paid by Check # 104077
02/08/2024 02/13/2024 02/13/2024 02/23/2024 26.20
Account 6360.690 - Maint & Repairs Supplies Totals Invoice Transactions 6 $174.58 Account 6380.500 - Utilities Water & Sewer
10349 - Marina Coast Water District 000056100
013124
9th Street (Irrigation)
Parcels L&M
Paid by Check
# 104090
01/31/2024 02/02/2024 02/02/2024 02/23/2024 177.74
10349 - Marina Coast Water District 000056099
013124
9th Street West of 2nd
Avenue
Paid by Check
# 104090
01/31/2024 02/02/2024 02/02/2024 02/23/2024 177.74
10349 - Marina Coast Water District 000056103
013124
2840 Fifth Ave Paid by Check
# 104090
01/31/2024 02/13/2024 02/13/2024 02/23/2024 4.83
10349 - Marina Coast Water District 000056001
021524
209-13 Cypress Ave Paid by Check
# 104090
02/15/2024 02/13/2024 02/13/2024 02/23/2024 106.93
10349 - Marina Coast Water District 000056019
021524
211 Hillcrest Ave Paid by Check
# 104090
02/15/2024 02/15/2024 02/15/2024 02/23/2024 1,079.00
Account 6380.500 - Utilities Water & Sewer Totals Invoice Transactions 5 $1,546.24 Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 10416 - Monterey County Petroleum-Sturdy
Oil Co.
0242583-IN Regular Ethenol Paid by Check
# 104091
01/29/2024 02/02/2024 02/02/2024 02/23/2024 35.63
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 1 $35.63 Account 6400.800 - Material & Suppl Uniform
10043 - Aramark Uniform Service 5110396993 PW Uniforms Paid by Check # 104078
02/02/2024 02/02/2024 02/02/2024 02/23/2024 179.44
10043 - Aramark Uniform Service 5110406377 PW Uniforms Paid by Check # 104078
02/16/2024 02/15/2024 02/15/2024 02/23/2024 330.74
Account 6400.800 - Material & Suppl Uniform Totals Invoice Transactions 2 $510.18 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 16 $3,935.19 Division 311 - Buildings & Grounds Totals Invoice Transactions 16 $3,935.19 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 5 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
5 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 310 - Public Works
Division 313 - Vehicle Maint
Sub-Division 00 - Non-Subdiv
Account 6360.850 - Maint & Repairs Vehicle
11975 - Southern Tire Mart LLC 7350006748 Tires Unit 824 Paid by Check # 104098
01/17/2024 02/13/2024 02/13/2024 02/23/2024 275.04
Account 6360.850 - Maint & Repairs Vehicle Totals Invoice Transactions 1 $275.04 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $275.04 Division 313 - Vehicle Maint Totals Invoice Transactions 1 $275.04 Department 310 - Public Works Totals Invoice Transactions 17 $4,210.23 Department 410 - Planning
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6330.100 - Fee Agr Costs - Planning
10171 - CSG Consultants 55142 Marina Station Paid by EFT # 4300
02/08/2024 02/15/2024 02/15/2024 02/23/2024 41,852.50
10508 - Regional Government Services 16233 Marina Dunes Misc December
Paid by EFT #
4303
12/31/2023 02/15/2024 02/15/2024 02/23/2024 2,920.29
10508 - Regional Government Services 16234 Marina Planning December 2023
Paid by EFT #
4303
12/31/2023 02/15/2024 02/15/2024 02/23/2024 748.85
Account 6330.100 - Fee Agr Costs - Planning Totals Invoice Transactions 3 $45,521.64 Account 6380.120 - Utilities Comm Mobile & Pager
10603 - Verizon Wireless 9956307765 Monthly Verizon Bill- 308174766 (01/11-
02/10/24)
Paid by EFT #
4304
02/10/2024 02/20/2024 02/20/2024 02/23/2024 103.23
Account 6380.120 - Utilities Comm Mobile & Pager Totals Invoice Transactions 1 $103.23 Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 10416 - Monterey County Petroleum-Sturdy
Oil Co.
0242583-IN Regular Ethenol Paid by Check
# 104091
01/29/2024 02/02/2024 02/02/2024 02/23/2024 23.76
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 1 $23.76 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 5 $45,648.63 Division 000 - Non-Div Totals Invoice Transactions 5 $45,648.63 Department 410 - Planning Totals Invoice Transactions 5 $45,648.63 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 6 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
6 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 420 - Engineering
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.175 - Prof Svc Eng Svc- Rev Funded Plan Check 10171 - CSG Consultants 55157 Sea Haven Inspections
Phase 4
Paid by EFT #
4300
02/08/2024 02/12/2024 02/12/2024 02/23/2024 11,055.00
Account 6300.175 - Prof Svc Eng Svc- Rev Funded Plan Check Totals Invoice Transactions 1 $11,055.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $11,055.00 Division 000 - Non-Div Totals Invoice Transactions 1 $11,055.00 Department 420 - Engineering Totals Invoice Transactions 1 $11,055.00 Department 430 - Building Inspection
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.070 - Prof Svc Building Plan Check & Inspection 10171 - CSG Consultants B240089 Building Plan Review
Services 01/01/24-
01/31/24
Paid by EFT #
4300
02/01/2024 02/13/2024 02/13/2024 02/23/2024 2,530.28
Account 6300.070 - Prof Svc Building Plan Check & Inspection Totals Invoice Transactions 1 $2,530.28 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $2,530.28 Division 000 - Non-Div Totals Invoice Transactions 1 $2,530.28 Department 430 - Building Inspection Totals Invoice Transactions 1 $2,530.28 Department 510 - Recreation & Culture
Division 100 - Admin
Sub-Division 00 - Non-Subdiv
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 10416 - Monterey County Petroleum-Sturdy
Oil Co.
0242583-IN Regular Ethenol Paid by Check
# 104091
01/29/2024 02/02/2024 02/02/2024 02/23/2024 59.40
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 1 $59.40 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $59.40 Division 100 - Admin Totals Invoice Transactions 1 $59.40 Department 510 - Recreation & Culture Totals Invoice Transactions 1 $59.40 Fund 100 - General Fund Totals Invoice Transactions 53 $72,730.74 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 7 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
7 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 220 - Gas Tax
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6380.300 - Utilities Gas & Electric
10463 - Pacific Gas & Electric Feb 2024 827-8 PG&E - 0423929827-8 Paid by Check # 104094
02/13/2024 02/16/2024 02/16/2024 02/23/2024 223.44
10463 - Pacific Gas & Electric Feb 2024 535-3 PG&E - 6161832535-3 Paid by Check # 104094
02/13/2024 02/16/2024 02/16/2024 02/23/2024 432.47
10463 - Pacific Gas & Electric Feb 2024 851-0 PG&E - 3440977851-0 Paid by Check # 104094
02/14/2024 02/20/2024 02/20/2024 02/23/2024 221.99
Account 6380.300 - Utilities Gas & Electric Totals Invoice Transactions 3 $877.90 Account 6380.500 - Utilities Water & Sewer
10349 - Marina Coast Water District 000056036
013124
2nd Ave/Divarty &
Intergarrison
Paid by Check
# 104090
01/31/2024 02/02/2024 02/02/2024 02/23/2024 159.97
10349 - Marina Coast Water District 000056037
013124
2nd Ave Paid by Check
# 104090
01/31/2024 02/02/2024 02/02/2024 02/23/2024 177.74
10349 - Marina Coast Water District 000056049
013124
Imjin Rd
(Irrigation/Backflow
Accts)
Paid by Check
# 104090
01/31/2024 02/02/2024 02/02/2024 02/23/2024 177.74
10349 - Marina Coast Water District 000056095
013124
2nd Ave Paid by Check
# 104090
01/31/2024 02/02/2024 02/02/2024 02/23/2024 177.74
10349 - Marina Coast Water District 000056016
021524
Resev Rd & Seacrest
Ave-Next to Fire Hyd
Paid by Check
# 104090
02/15/2024 02/13/2024 02/13/2024 02/23/2024 36.77
10349 - Marina Coast Water District 000056007
021524
Calif Ave/North of 3rd Paid by Check
# 104090
02/15/2024 02/13/2024 02/13/2024 02/23/2024 92.55
10349 - Marina Coast Water District 000056022
021524
Reser/Marina Auto
Stereo/Irrigation
Paid by Check
# 104090
02/15/2024 02/15/2024 02/15/2024 02/23/2024 36.77
10349 - Marina Coast Water District 000056027
021524
Calif Ave at Reindollar Paid by Check
# 104090
02/15/2024 02/15/2024 02/15/2024 02/23/2024 38.22
10349 - Marina Coast Water District 000056024
021524
Del Monte/Palm Paid by Check
# 104090
02/15/2024 02/15/2024 02/15/2024 02/23/2024 92.55
10349 - Marina Coast Water District 000056021
021524
Reservation Rd/By 290-
308 Reservation
Paid by Check
# 104090
02/15/2024 02/15/2024 02/15/2024 02/23/2024 36.77
Account 6380.500 - Utilities Water & Sewer Totals Invoice Transactions 10 $1,026.82 Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 10416 - Monterey County Petroleum-Sturdy
Oil Co.
0242583-IN Regular Ethenol Paid by Check
# 104091
01/29/2024 02/02/2024 02/02/2024 02/23/2024 35.64
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 1 $35.64 Account 6400.740 - Material & Suppl Special Dept Suppl
10540 - Sierra Springs & Alhambra 14225799
021324
209 Cypress Ave Paid by Check
# 104097
02/13/2024 02/15/2024 02/15/2024 02/23/2024 125.91
Account 6400.740 - Material & Suppl Special Dept Suppl Totals Invoice Transactions 1 $125.91 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 8 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
8 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 220 - Gas Tax
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6400.750 - Material & Suppl Street Material (non-capitalize) 10261 - Graniterock/Pavex Construction 2142079 Cold Mix/Supplies Paid by EFT # 4302
02/10/2024 02/15/2024 02/15/2024 02/23/2024 877.90
Account 6400.750 - Material & Suppl Street Material (non-capitalize) Totals Invoice Transactions 1 $877.90 Account 6400.800 - Material & Suppl Uniform
10043 - Aramark Uniform Service 5110396994 PW Shop Supplies Paid by Check # 104078
02/02/2024 02/02/2024 02/02/2024 02/23/2024 62.36
Account 6400.800 - Material & Suppl Uniform Totals Invoice Transactions 1 $62.36 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 17 $3,006.53 Division 000 - Non-Div Totals Invoice Transactions 17 $3,006.53 Department 000 - Non-Dept Totals Invoice Transactions 17 $3,006.53 Fund 220 - Gas Tax Totals Invoice Transactions 17 $3,006.53 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 9 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
9 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 223 - FORA Dissolution
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.570 - Prof Svc Other
11152 - California Dept. of Tax & Fee
Administration
12-31-22 Late fee applied for
2022
Paid by Check
# 104082
12/31/2022 02/13/2024 02/13/2024 02/23/2024 14.79
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 1 $14.79 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $14.79 Division 000 - Non-Div Totals Invoice Transactions 1 $14.79 Department 000 - Non-Dept Totals Invoice Transactions 1 $14.79 Fund 223 - FORA Dissolution Totals Invoice Transactions 1 $14.79 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 10 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
10 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 422 - Capital Projects - Measure X
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.570 - Prof Svc Other
11847 - BKF Engineers 23120857 Residential Street
Reconstruction
Paid by Check
# 104080
12/11/2023 02/13/2024 02/13/2024 02/23/2024 81,621.00
11847 - BKF Engineers 23121142 Marina Pavement
Management Program
Paid by Check
# 104080
12/15/2023 02/13/2024 02/13/2024 02/23/2024 4,626.50
11847 - BKF Engineers 24011030-Add Remaining Balance for Residential Street
Reconstruction
Paid by Check
# 104080
01/25/2024 02/15/2024 02/15/2024 02/23/2024 72.91
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 3 $86,320.41 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 3 $86,320.41 Division 000 - Non-Div Totals Invoice Transactions 3 $86,320.41 Department 000 - Non-Dept Totals Invoice Transactions 3 $86,320.41 Fund 422 - Capital Projects - Measure X Totals Invoice Transactions 3 $86,320.41 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 11 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
11 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 460 - Airport Capital Projects
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.570 - Prof Svc Other
11199 - WALD, RUHNKE & DOST
ARCHITECTS, LLP
2305302 Bldg 533 Interior
Improvements 2004
Paid by Check
# 104101
01/31/2024 02/29/2024 02/16/2024 02/23/2024 6,823.75
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 1 $6,823.75 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $6,823.75 Division 000 - Non-Div Totals Invoice Transactions 1 $6,823.75 Department 000 - Non-Dept Totals Invoice Transactions 1 $6,823.75 Fund 460 - Airport Capital Projects Totals Invoice Transactions 1 $6,823.75 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 12 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
12 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 462 - City Capital Projects
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.570 - Prof Svc Other
10171 - CSG Consultants 55133 Imjin Widening Paid by EFT # 4300
02/08/2024 02/12/2024 02/12/2024 02/23/2024 11,440.00
11084 - EMC Planning Group 22-003-18 22-003 Marina Local Coastal Program
Update (GP-094)
Paid by Check
# 104085
01/31/2024 02/13/2024 02/13/2024 02/23/2024 14,480.71
10268 - Harris & Associates 60491 Imjin Parkway
Improvement Plan
Paid by Check
# 104087
12/05/2023 02/13/2024 02/13/2024 02/23/2024 19,483.15
10316 - Kimley-Horn & Associates 26966023 Imjin Parkway PS&E Paid by Check # 104088
12/31/2023 02/13/2024 02/13/2024 02/23/2024 19,322.50
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 4 $64,726.36 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 4 $64,726.36 Division 000 - Non-Div Totals Invoice Transactions 4 $64,726.36 Department 000 - Non-Dept Totals Invoice Transactions 4 $64,726.36 Fund 462 - City Capital Projects Totals Invoice Transactions 4 $64,726.36 Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 13 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
13 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 555 - Marina Airport
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.025 - Prof Svc Airport Master Plan
10150 - Coffman Associates 19GS04-19 Marina Pen & Ink
Hydrogen Facility and
storage
Paid by Check
# 104084
01/31/2024 02/29/2024 02/13/2024 02/23/2024 10,328.00
Account 6300.025 - Prof Svc Airport Master Plan Totals Invoice Transactions 1 $10,328.00 Account 6360.570 - Maint & Repairs Other Svc Agr
11921 - MSI FUEL MANAGEMENT, INC. 5824 Maintenance Call for QTPod M4000
Paid by Check
# 104092
02/15/2024 02/23/2024 02/16/2024 02/23/2024 1,518.60
Account 6360.570 - Maint & Repairs Other Svc Agr Totals Invoice Transactions 1 $1,518.60 Account 6380.120 - Utilities Comm Mobile & Pager
10603 - Verizon Wireless 9956307765 Monthly Verizon Bill- 308174766 (01/11-
02/10/24)
Paid by EFT #
4304
02/10/2024 02/20/2024 02/20/2024 02/23/2024 51.59
Account 6380.120 - Utilities Comm Mobile & Pager Totals Invoice Transactions 1 $51.59 Account 6380.300 - Utilities Gas & Electric
10463 - Pacific Gas & Electric Jan-Feb 288-5 781 Neeson Rd Bldg 520 (7175660288-5)
Paid by Check
# 104094
02/09/2024 02/26/2024 02/20/2024 02/23/2024 723.62
10463 - Pacific Gas & Electric jan-Feb 608-2 3260 Imjijn Rd Bldg 514 (7383993608-2)
Paid by Check
# 104094
02/09/2024 02/26/2024 02/20/2024 02/23/2024 1,611.28
10463 - Pacific Gas & Electric Jan-Feb 767-2 751 Neeson Rd (2652040767-2)
Paid by Check
# 104094
02/20/2024 02/20/2024 02/20/2024 02/23/2024 111.00
10463 - Pacific Gas & Electric Jan-Feb 694-1 721 Neeson Rd Bldg 533 (7269284694-1)
Paid by Check
# 104094
02/09/2024 02/26/2024 02/20/2024 02/23/2024 958.95
10463 - Pacific Gas & Electric Jan-Feb 451-7 3271 Imjin Rd (8600650451-7)
Paid by Check
# 104094
02/08/2024 02/26/2024 02/20/2024 02/23/2024 659.03
10463 - Pacific Gas & Electric Jan-Feb 347-0 3263 Imjin Rd. (6258961347-0)
Paid by Check
# 104094
02/08/2024 02/26/2024 02/20/2024 02/23/2024 883.99
10463 - Pacific Gas & Electric Jan-Feb 103-6 3200 Imjin Rd (8030427103-6)
Paid by Check
# 104094
02/08/2024 02/26/2024 02/20/2024 02/23/2024 5,322.19
10463 - Pacific Gas & Electric Dec-Jan 767-2 751 Neeson Rd (2652040767-2)
Paid by Check
# 104094
01/10/2024 02/29/2024 02/20/2024 02/23/2024 102.71
Account 6380.300 - Utilities Gas & Electric Totals Invoice Transactions 8 $10,372.77 Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 10416 - Monterey County Petroleum-Sturdy
Oil Co.
0242583-IN Regular Ethenol Paid by Check
# 104091
01/29/2024 02/02/2024 02/02/2024 02/23/2024 35.64
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 1 $35.64 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 12 $22,306.60 Division 000 - Non-Div Totals Invoice Transactions 12 $22,306.60 Department 000 - Non-Dept Totals Invoice Transactions 12 $22,306.60 Fund 555 - Marina Airport Totals Invoice Transactions 12 $22,306.60 Grand Totals Invoice Transactions 91 $255,929.18
Run by Melanie Hernandez on 02/21/2024 11:32:40 AM Page 14 of 14 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
14 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 110 - City Council
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 4,756.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $4,756.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $4,756.00 Division 000 - Non-Div Totals Invoice Transactions 1 $4,756.00 Department 110 - City Council Totals Invoice Transactions 1 $4,756.00 Department 120 - City Mgr/HR/Risk
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 28,540.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $28,540.00 Account 6300.305 - Prof Svc HR - Citywide Recruit/Background 11869 - Agile Occupational Medicine PC EM014158 Agile Occupational Medicine - Pre Emp Px
Paid by EFT #
4319
02/20/2024 02/26/2024 02/26/2024 03/01/2024 177.00
Account 6300.305 - Prof Svc HR - Citywide Recruit/Background Totals Invoice Transactions 1 $177.00 Account 6300.310 - Prof Svc HR - Labor Relation& Negotiation 10335 - Liebert Cassidy Whitmore 260836 LCW - Professional Services
Paid by EFT #
4324
01/31/2024 02/27/2024 02/27/2024 03/01/2024 174.00
Account 6300.310 - Prof Svc HR - Labor Relation& Negotiation Totals Invoice Transactions 1 $174.00 Account 6300.570 - Prof Svc Other
10335 - Liebert Cassidy Whitmore 260837 LCW - Professional Services
Paid by EFT #
4324
01/31/2024 02/27/2024 02/27/2024 03/01/2024 10,997.00
10335 - Liebert Cassidy Whitmore 260834 LCW - Professional Services
Paid by EFT #
4324
01/31/2024 02/27/2024 02/27/2024 03/01/2024 655.50
10335 - Liebert Cassidy Whitmore 260833 LCW - Professional Services
Paid by EFT #
4324
01/31/2024 02/27/2024 02/27/2024 03/01/2024 621.00
10335 - Liebert Cassidy Whitmore 260832 LCW - Professional Services
Paid by EFT #
4324
01/31/2024 02/27/2024 02/27/2024 03/01/2024 1,483.50
10335 - Liebert Cassidy Whitmore 260835 LCW - Professional Services
Paid by EFT #
4324
01/31/2024 02/27/2024 02/27/2024 03/01/2024 1,588.00
11843 - Stallard Panebianco P.C. 141 Stallard Panebianco P.C.
Paid by Check
# 104140
02/16/2024 02/21/2024 02/21/2024 03/01/2024 15,481.00
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 6 $30,826.00 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 1 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
15 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 120 - City Mgr/HR/Risk
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6400.565 - Material & Suppl Office Supplies
10732 - Office Depot-General Account 354939080-1 Office Depot Paid by Check # 104135
02/15/2024 02/21/2024 02/21/2024 03/01/2024 344.97
10732 - Office Depot-General Account 355049929001 Office Depot Paid by Check # 104135
02/13/2024 02/26/2024 02/26/2024 03/01/2024 174.97
Account 6400.565 - Material & Suppl Office Supplies Totals Invoice Transactions 2 $519.94 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 11 $60,236.94 Division 000 - Non-Div Totals Invoice Transactions 11 $60,236.94 Department 120 - City Mgr/HR/Risk Totals Invoice Transactions 11 $60,236.94 Department 130 - Finance
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 28,540.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $28,540.00 Account 6300.216 - Prof Svc Fin - Accounting Services
10511 - Richard B. Standridge 24-04 Service 02/09-02/22/24 Paid by EFT # 4328
02/23/2024 02/26/2024 02/26/2024 03/01/2024 2,446.25
Account 6300.216 - Prof Svc Fin - Accounting Services Totals Invoice Transactions 1 $2,446.25 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 2 $30,986.25 Division 000 - Non-Div Totals Invoice Transactions 2 $30,986.25 Department 130 - Finance Totals Invoice Transactions 2 $30,986.25 Department 150 - City Attorney
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.450 - Prof Svc Legal - City Attorney Other Svc 11718 - Noland, Hamerly, Etienne & Hoss 242150 Legal Service - Jan.- Feb 2024
Paid by Check
# 104134
02/22/2024 02/22/2024 02/22/2024 03/01/2024 3,881.38
Account 6300.450 - Prof Svc Legal - City Attorney Other Svc Totals Invoice Transactions 1 $3,881.38 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $3,881.38 Division 000 - Non-Div Totals Invoice Transactions 1 $3,881.38 Department 150 - City Attorney Totals Invoice Transactions 1 $3,881.38 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 2 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
16 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 190 - Citywide Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6150.200 - Medical Dental
10737 - Premier Access Insurance-Premium
Payment
03-01-24. Dental Claim (03.2024) Paid by Check
# 104145
03/01/2024 03/01/2024 03/01/2024 03/01/2024 (1,424.62)
Account 6150.200 - Medical Dental Totals Invoice Transactions 1 ($1,424.62) Account 6150.500 - Medical Vision
10607 - Vision Service Plan 2024-00001084 VSP Adjustment (03/2024)
Paid by Check
# 104144
03/01/2024 03/01/2024 03/01/2024 03/01/2024 170.18
Account 6150.500 - Medical Vision Totals Invoice Transactions 1 $170.18 Account 6380.130 - Utilities Comm Otternet
10174 - CSUMB 613807 2023-2024 Annual
Network Service Fee -
OtterNet
Paid by Check
# 104117
07/31/2023 02/20/2024 02/20/2024 03/01/2024 10,000.00
Account 6380.130 - Utilities Comm Otternet Totals Invoice Transactions 1 $10,000.00 Account 6380.300 - Utilities Gas & Electric
10463 - Pacific Gas & Electric Feb 2024 683-2 PG&E 6217294683-2 Paid by Check # 104136
02/16/2024 02/26/2024 02/26/2024 03/01/2024 199.96
10463 - Pacific Gas & Electric Feb 2024 172-2 PG&E - 5618207172-2 Paid by Check # 104136
02/18/2024 02/26/2024 02/26/2024 03/01/2024 1,066.81
10463 - Pacific Gas & Electric Feb 2024 795-7 PG&E - 4467294795-7 Paid by Check # 104136
02/21/2024 02/26/2024 02/26/2024 03/01/2024 566.39
Account 6380.300 - Utilities Gas & Electric Totals Invoice Transactions 3 $1,833.16 Account 6600.340 - Other Charges Insur - Liability
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 329,932.50
Account 6600.340 - Other Charges Insur - Liability Totals Invoice Transactions 1 $329,932.50 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 7 $340,511.22 Division 000 - Non-Div Totals Invoice Transactions 7 $340,511.22 Department 190 - Citywide Non-Dept Totals Invoice Transactions 7 $340,511.22 Department 210 - Police
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 313,938.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $313,938.00 Account 6300.570 - Prof Svc Other
10868 - Ergometrics & Applied Pers.
Research
145193 Acct #266402 Paid by Check
# 104119
01/31/2024 02/09/2024 02/09/2024 03/01/2024 850.62
Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 3 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
17 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 210 - Police
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.570 - Prof Svc Other
10456 - Shred-it USA - Stericycle, Inc. 8005904135 Cust #1000200361 Paid by Check # 104139
01/18/2024 01/24/2024 01/24/2024 03/01/2024 247.01
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 2 $1,097.63 Account 6360.570 - Maint & Repairs Other Svc Agr
10239 - First Alarm 800010 Cust #9537 Paid by EFT #
4323
01/22/2024 01/24/2024 01/24/2024 03/01/2024 272.50
10239 - First Alarm 804296 Cust #9537 Paid by EFT #
4323
02/15/2024 02/15/2024 02/09/2024 03/01/2024 210.99
10239 - First Alarm 801523 Cust #9537 Paid by EFT #
4323
02/05/2024 02/09/2024 02/09/2024 03/01/2024 35.00
10334 - Lexis Nexis Risk Solutions 1308841-
20240131
Billing ID #1308841 Paid by Check
# 104130
01/31/2024 02/09/2024 02/09/2024 03/01/2024 150.00
10981 - Sentry Alarm Systems of America,
Inc.
2240324 Cust #1840 Paid by Check
# 104138
01/15/2024 01/24/2024 01/24/2024 03/01/2024 150.00
10981 - Sentry Alarm Systems of America,
Inc.
2240323 Cust #1840 Paid by Check
# 104138
01/15/2024 01/24/2024 01/24/2024 03/01/2024 540.90
Account 6360.570 - Maint & Repairs Other Svc Agr Totals Invoice Transactions 6 $1,359.39 Account 6360.680 - Maint & Repairs Radio Equip
10331 - Stommell Inc. / LEHR SI98104 Cust #51724 Paid by EFT # 4330
01/23/2024 01/24/2024 01/24/2024 03/01/2024 885.47
Account 6360.680 - Maint & Repairs Radio Equip Totals Invoice Transactions 1 $885.47 Account 6360.850 - Maint & Repairs Vehicle
11941 - Humboldt Petroleum, Inc. INV-112083 Acct #13680 Paid by Check # 104124
01/31/2024 02/09/2024 02/09/2024 03/01/2024 51.00
11941 - Humboldt Petroleum, Inc. INV-105177 Acct #13680 Paid by Check # 104124
12/15/2023 02/09/2024 02/09/2024 03/01/2024 59.50
Account 6360.850 - Maint & Repairs Vehicle Totals Invoice Transactions 2 $110.50 Account 6380.120 - Utilities Comm Mobile & Pager
10603 - Verizon Wireless 9954500260 Acct #272493672-
00001
Paid by EFT #
4332
01/18/2024 01/30/2024 01/30/2024 03/01/2024 97.79
Account 6380.120 - Utilities Comm Mobile & Pager Totals Invoice Transactions 1 $97.79 Account 6380.150 - Utilities Comm Phone System
10053 - AT & T 01-13-2023 Acct #325820676 Paid by Check # 104110
01/13/2024 02/05/2024 02/05/2024 03/01/2024 197.30
10758 - AT & T CALNET3 000021127512 BAN #9391023478 Paid by Check # 104111
01/15/2024 01/30/2024 01/30/2024 03/01/2024 57.15
10057 - Avaya, Inc. 2734773261 Acct #0100828859 Paid by EFT # 4321
01/04/2024 01/30/2024 01/30/2024 03/01/2024 12.49
Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 4 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
18 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 210 - Police
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6380.150 - Utilities Comm Phone System
10057 - Avaya, Inc. 2221803853 Acct #100828859 Paid by EFT # 4321
02/04/2024 02/09/2024 02/09/2024 03/01/2024 12.49
10374 - Maynard Group Inc. IN2043630 Acct #AC3746 Paid by EFT # 4325
02/01/2024 02/05/2024 02/05/2024 03/01/2024 668.86
Account 6380.150 - Utilities Comm Phone System Totals Invoice Transactions 5 $948.29 Account 6380.300 - Utilities Gas & Electric
10463 - Pacific Gas & Electric 01-10-24 Acct #2652040767-2 Paid by Check # 104136
01/10/2024 01/30/2024 01/30/2024 03/01/2024 102.71
Account 6380.300 - Utilities Gas & Electric Totals Invoice Transactions 1 $102.71 Account 6400.230 - Material & Suppl Fuel - Gas and Diesel 11941 - Humboldt Petroleum, Inc. 122046 Acct #13680 Paid by Check # 104124
01/15/2024 01/24/2024 01/24/2024 03/01/2024 76.50
11941 - Humboldt Petroleum, Inc. 121201 13680 Paid by Check # 104124
12/31/2023 01/24/2024 01/24/2024 03/01/2024 34.00
11941 - Humboldt Petroleum, Inc. 120358 Acct #13680 Paid by Check # 104124
12/15/2023 01/24/2024 01/24/2024 03/01/2024 59.50
Account 6400.230 - Material & Suppl Fuel - Gas and Diesel Totals Invoice Transactions 3 $170.00 Account 6400.350 - Material & Suppl IT-Computer & Hardware (non-cap) 10897 - TechRx Technology Services 11503 HP EliteDesk (Police Chief)
Paid by EFT #
4331
01/31/2024 02/09/2024 02/09/2024 03/01/2024 2,226.31
Account 6400.350 - Material & Suppl IT-Computer & Hardware (non-cap) Totals Invoice Transactions 1 $2,226.31 Account 6400.565 - Material & Suppl Office Supplies
10498 - Quill Corporation 36753002 Acct # 7474999 Paid by Check # 104137
01/18/2024 01/30/2024 01/30/2024 03/01/2024 24.02
10498 - Quill Corporation 36479766 Acct # 7474999 Paid by Check # 104137
01/04/2024 01/30/2024 01/30/2024 03/01/2024 179.10
10498 - Quill Corporation 36508900 Acct # 7474999 Paid by Check # 104137
01/05/2024 01/30/2024 01/30/2024 03/01/2024 31.67
10498 - Quill Corporation 36508923 Acct # 7474999 Paid by Check # 104137
01/05/2024 01/30/2024 01/30/2024 03/01/2024 32.76
10498 - Quill Corporation 36753497 Acct # 7474999 Paid by Check # 104137
01/18/2024 02/05/2024 02/05/2024 03/01/2024 174.54
Account 6400.565 - Material & Suppl Office Supplies Totals Invoice Transactions 5 $442.09 Account 6400.635 - Material & Suppl Postage Shipping
10235 - FedEx 8-382-82226 Acct #3995-9218-6 Paid by Check # 104120
01/19/2024 01/30/2024 01/30/2024 03/01/2024 28.03
10235 - FedEx 8-389-30257 Acct #3995-9218-6 Paid by Check # 104120
01/26/2024 02/05/2024 02/05/2024 03/01/2024 51.46
Account 6400.635 - Material & Suppl Postage Shipping Totals Invoice Transactions 2 $79.49 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 5 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
19 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 210 - Police
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6400.720 - Material & Suppl Safety Equip
10330 - LC Action 460763 Cust #862 Paid by Check
# 104129
01/15/2024 01/24/2024 01/24/2024 03/01/2024 151.69
10330 - LC Action 460761 Cust #862 Paid by Check
# 104129
01/15/2024 01/24/2024 01/24/2024 03/01/2024 192.60
Account 6400.720 - Material & Suppl Safety Equip Totals Invoice Transactions 2 $344.29 Account 6600.455 - Other Charges Leased Parking
10253 - George T. Powell 03012024 Parking Rental Fees Paid by Check # 104121
03/01/2024 02/26/2024 02/26/2024 03/01/2024 1,047.00
Account 6600.455 - Other Charges Leased Parking Totals Invoice Transactions 1 $1,047.00 Account 6600.485 - Other Charges Medical Svc - Investigations 10193 - California Department of Justice 704915 Cust #110312 Paid by Check # 104112
01/04/2024 01/30/2024 01/30/2024 03/01/2024 145.00
Account 6600.485 - Other Charges Medical Svc - Investigations Totals Invoice Transactions 1 $145.00 Account 6600.850 - Other Charges K9 / Animal Supplies & Vet Svc 11791 - Carey Harold Lindgre Lindgren's
Canine Consultation Services
01-30-2024 Monthly Maintenance
K-9 Training - Jan 2024
Paid by Check
# 104131
01/30/2024 02/09/2024 02/09/2024 03/01/2024 250.00
Account 6600.850 - Other Charges K9 / Animal Supplies & Vet Svc Totals Invoice Transactions 1 $250.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 35 $323,243.96 Division 000 - Non-Div Totals Invoice Transactions 35 $323,243.96 Department 210 - Police Totals Invoice Transactions 35 $323,243.96 Department 250 - Fire
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 214,049.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $214,049.00 Account 6300.570 - Prof Svc Other
10841 - Carmel Fire Protection Associates -
Art Black
124002 Plan review &
inspection for Tony's
Grill, 250 Reservation
Rd #B
Paid by Check
# 104113
01/24/2024 02/26/2024 02/26/2024 03/01/2024 215.00
10841 - Carmel Fire Protection Associates -
Art Black
124072 Plan review &
inspection for Ross,
117 General Stillwell
Paid by Check
# 104113
02/17/2024 02/26/2024 02/26/2024 03/01/2024 215.00
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 2 $430.00 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 6 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
20 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 250 - Fire
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6360.070 - Maint & Repairs Bdg Public Safety
11238 - Custom Marine Covers - Tammy
Dzuro
6551 2 Desk drapes for C.
Vega & M. Sweeney
Paid by Check
# 104118
02/20/2024 02/22/2024 02/22/2024 03/01/2024 352.88
Account 6360.070 - Maint & Repairs Bdg Public Safety Totals Invoice Transactions 1 $352.88 Account 6360.570 - Maint & Repairs Other Svc Agr
10129 - Cintas Corporation 4179349072 Shop towels Paid by Check # 104115
01/05/2024 02/22/2024 02/22/2024 03/01/2024 138.05
Account 6360.570 - Maint & Repairs Other Svc Agr Totals Invoice Transactions 1 $138.05 Account 6360.850 - Maint & Repairs Vehicle
11238 - Custom Marine Covers - Tammy
Dzuro
6525 Hose bed cover repair Paid by Check
# 104118
01/08/2024 02/22/2024 02/22/2024 03/01/2024 57.62
Account 6360.850 - Maint & Repairs Vehicle Totals Invoice Transactions 1 $57.62 Account 6400.740 - Material & Suppl Special Dept Suppl
10927 - Ace Hardware - Fire Dept. 087690 Cleaning and Misc.
Supplies
Paid by Check
# 104105
02/28/2024 02/26/2024 02/26/2024 03/01/2024 120.03
11578 - Ana Maria Cordero 24002 Spanish Language Test
for Ivo Jiminez
Paid by Check
# 104108
01/20/2024 02/26/2024 02/26/2024 03/01/2024 135.00
Account 6400.740 - Material & Suppl Special Dept Suppl Totals Invoice Transactions 2 $255.03 Account 6400.795 - Material & Suppl Turnout Equip-Structure Fires 10780 - Allstar Fire Equipment Inc. 253367 Leather shield for helmets for M.
Sweeney & A.
Goncalves
Paid by EFT #
4320
01/31/2024 02/22/2024 02/22/2024 03/01/2024 161.08
Account 6400.795 - Material & Suppl Turnout Equip-Structure Fires Totals Invoice Transactions 1 $161.08 Account 6600.455 - Other Charges Leased Parking
10253 - George T. Powell 03012024 Parking Rental Fees Paid by Check # 104121
03/01/2024 02/26/2024 02/26/2024 03/01/2024 353.00
Account 6600.455 - Other Charges Leased Parking Totals Invoice Transactions 1 $353.00 Account 6600.490 - Other Charges Membership Prof Orgs
10399 - Monterey County Fire Chiefs
Association
02-26-24 Membership Renewal
for D. McCoun, C.
Vega, M. Sweeney, A
Goncalv
Paid by Check
# 104133
02/26/2024 02/26/2024 02/26/2024 03/01/2024 150.00
Account 6600.490 - Other Charges Membership Prof Orgs Totals Invoice Transactions 1 $150.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 11 $215,946.66 Division 000 - Non-Div Totals Invoice Transactions 11 $215,946.66 Department 250 - Fire Totals Invoice Transactions 11 $215,946.66 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 7 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
21 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 310 - Public Works
Division 311 - Buildings & Grounds
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 104,646.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $104,646.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $104,646.00 Division 311 - Buildings & Grounds Totals Invoice Transactions 1 $104,646.00 Division 313 - Vehicle Maint
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 14,270.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $14,270.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $14,270.00 Division 313 - Vehicle Maint Totals Invoice Transactions 1 $14,270.00 Department 310 - Public Works Totals Invoice Transactions 2 $118,916.00 Department 410 - Planning
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 28,540.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $28,540.00 Account 6300.570 - Prof Svc Other
10508 - Regional Government Services 15967 Contracted Services for Marina Dunes Borelli
October 2023
Paid by EFT #
4327
10/31/2023 02/23/2024 02/23/2024 03/01/2024 166.41
10515 - Rincon Consultants, Inc. 54719 Marina Grant Support and Prohousing
Paid by EFT #
4329
02/20/2024 02/20/2024 02/20/2024 03/01/2024 3,508.75
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 2 $3,675.16 Account 6300.610 - Prof Svc Planning - Consultant
10515 - Rincon Consultants, Inc. 54855 Marina on-call GIS Services 2023
Paid by EFT #
4329
02/21/2024 02/22/2024 02/22/2024 03/01/2024 551.25
Account 6300.610 - Prof Svc Planning - Consultant Totals Invoice Transactions 1 $551.25 Account 6330.100 - Fee Agr Costs - Planning
10316 - Kimley-Horn & Associates 27257492 Marina Station Traffic Paid by Check # 104128
01/31/2024 02/23/2024 02/23/2024 03/01/2024 17,773.00
Account 6330.100 - Fee Agr Costs - Planning Totals Invoice Transactions 1 $17,773.00 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 8 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
22 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 410 - Planning
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6400.565 - Material & Suppl Office Supplies
10732 - Office Depot-General Account 352835631001 Code Enforcement Desk
Paid by Check
# 104135
01/29/2024 02/20/2024 02/20/2024 03/01/2024 961.39
10732 - Office Depot-General Account 354077224001 Bookcase for CDD Paid by Check # 104135
02/06/2024 02/20/2024 02/20/2024 03/01/2024 170.86
Account 6400.565 - Material & Suppl Office Supplies Totals Invoice Transactions 2 $1,132.25 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 7 $51,671.66 Division 000 - Non-Div Totals Invoice Transactions 7 $51,671.66 Department 410 - Planning Totals Invoice Transactions 7 $51,671.66 Department 420 - Engineering
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 19,027.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $19,027.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $19,027.00 Division 000 - Non-Div Totals Invoice Transactions 1 $19,027.00 Department 420 - Engineering Totals Invoice Transactions 1 $19,027.00 Department 430 - Building Inspection
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 19,027.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $19,027.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $19,027.00 Division 000 - Non-Div Totals Invoice Transactions 1 $19,027.00 Department 430 - Building Inspection Totals Invoice Transactions 1 $19,027.00 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 9 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
23 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 440 - Economic Dev
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 4,757.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $4,757.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $4,757.00 Division 000 - Non-Div Totals Invoice Transactions 1 $4,757.00 Department 440 - Economic Dev Totals Invoice Transactions 1 $4,757.00 Department 510 - Recreation & Culture
Division 100 - Admin
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 33,296.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $33,296.00 Account 6360.344 - Maint & Repairs IT - Office Equip & PC Upgrades 10897 - TechRx Technology Services 11505 Youth Center - pro desk computer
Paid by EFT #
4331
01/31/2024 02/14/2024 02/14/2024 03/01/2024 1,486.75
10897 - TechRx Technology Services 11482 Rec Office - Monitor Paid by EFT # 4331
01/31/2024 02/14/2024 02/14/2024 03/01/2024 1,011.51
Account 6360.344 - Maint & Repairs IT - Office Equip & PC Upgrades Totals Invoice Transactions 2 $2,498.26 Account 6360.690 - Maint & Repairs Supplies
10726 - Ace Hardware-Parks&Recreation 087208 Cust #107 Paid by Check # 104106
01/05/2024 02/14/2024 02/14/2024 03/01/2024 5.01
10726 - Ace Hardware-Parks&Recreation 087255 Cust #107 Paid by Check # 104106
01/10/2024 02/14/2024 02/14/2024 03/01/2024 65.53
10726 - Ace Hardware-Parks&Recreation 087218 Cust # 107 Paid by Check # 104106
01/06/2024 02/14/2024 02/14/2024 03/01/2024 333.13
10726 - Ace Hardware-Parks&Recreation 087268 Cust # 107 Paid by Check # 104106
01/11/2024 02/14/2024 02/14/2024 03/01/2024 17.46
10726 - Ace Hardware-Parks&Recreation 087282 Cust # 107 Paid by Check # 104106
01/13/2024 02/14/2024 02/14/2024 03/01/2024 50.33
Account 6360.690 - Maint & Repairs Supplies Totals Invoice Transactions 5 $471.46 Account 6380.150 - Utilities Comm Phone System
10053 - AT & T Feb 2024 520 5 AT&T 831-582-9957
520 5
Paid by Check
# 104110
02/13/2024 02/26/2024 02/26/2024 03/01/2024 330.92
10603 - Verizon Wireless 9954462937 542484588-00001 Paid by EFT # 4332
01/17/2024 02/14/2024 02/14/2024 03/01/2024 260.60
Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 10 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
24 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 100 - General Fund
Department 510 - Recreation & Culture
Division 100 - Admin
Sub-Division 00 - Non-Subdiv
Account 6380.150 - Utilities Comm Phone System
10603 - Verizon Wireless 9956922631 542484588-00001 Paid by EFT # 4332
02/17/2024 02/28/2024 02/28/2024 03/01/2024 259.85
Account 6380.150 - Utilities Comm Phone System Totals Invoice Transactions 3 $851.37 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 11 $37,117.09 Division 100 - Admin Totals Invoice Transactions 11 $37,117.09 Division 511 - Youth
Sub-Division 00 - Non-Subdiv
Account 6400.660 - Material & Suppl Recr Youth Progr
10726 - Ace Hardware-Parks&Recreation 087324 Cust # 107 Paid by Check # 104106
01/18/2024 02/14/2024 02/14/2024 03/01/2024 21.83
10301 - Janice Griffin 02-14-24 Entertainment - Youth
Event
Paid by Check
# 104126
02/14/2024 02/14/2024 02/14/2024 03/01/2024 500.00
10301 - Janice Griffin 02-08-24 Decorations Paid by Check # 104126
02/08/2024 02/14/2024 02/14/2024 03/01/2024 250.00
11784 - John Upshaw John Upshaw - DJ
Monterey
01-07-24 DJ Services on 2/9/24 Paid by Check
# 104127
01/07/2024 02/14/2024 02/14/2024 03/01/2024 600.00
Account 6400.660 - Material & Suppl Recr Youth Progr Totals Invoice Transactions 4 $1,371.83 Account 6600.700 - Other Charges Refunds of Fees/Charges 11983 - Tosin Johnson 2024-2998 Refund on Rec Fees Paid by Check # 104142
02/26/2024 02/28/2024 02/28/2024 03/01/2024 30.00
Account 6600.700 - Other Charges Refunds of Fees/Charges Totals Invoice Transactions 1 $30.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 5 $1,401.83 Division 511 - Youth Totals Invoice Transactions 5 $1,401.83 Division 513 - Senior
Sub-Division 00 - Non-Subdiv
Account 6400.653 - Material & Suppl Recr Senior Prog
10301 - Janice Griffin 02-08-24 Decorations Paid by Check # 104126
02/08/2024 02/14/2024 02/14/2024 03/01/2024 250.00
11784 - John Upshaw John Upshaw - DJ
Monterey
01-07-24 DJ Services on 2/9/24 Paid by Check
# 104127
01/07/2024 02/14/2024 02/14/2024 03/01/2024 600.00
Account 6400.653 - Material & Suppl Recr Senior Prog Totals Invoice Transactions 2 $850.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 2 $850.00 Division 513 - Senior Totals Invoice Transactions 2 $850.00 Department 510 - Recreation & Culture Totals Invoice Transactions 18 $39,368.92 Fund 100 - General Fund Totals Invoice Transactions 98 $1,232,329.99 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 11 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
25 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 220 - Gas Tax
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6380.300 - Utilities Gas & Electric
10463 - Pacific Gas & Electric Feb 2024 683-2 PG&E 6217294683-2 Paid by Check # 104136
02/16/2024 02/26/2024 02/26/2024 03/01/2024 739.37
10463 - Pacific Gas & Electric 362-9 Feb 2024 PG&E - 5996678362-9 Paid by Check # 104136
02/18/2024 02/26/2024 02/26/2024 03/01/2024 172.43
10463 - Pacific Gas & Electric Feb 533-8 PG&E - 2253666533-8 Paid by Check # 104136
02/16/2024 02/26/2024 02/26/2024 03/01/2024 196.05
Account 6380.300 - Utilities Gas & Electric Totals Invoice Transactions 3 $1,107.85 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 3 $1,107.85 Division 000 - Non-Div Totals Invoice Transactions 3 $1,107.85 Department 000 - Non-Dept Totals Invoice Transactions 3 $1,107.85 Fund 220 - Gas Tax Totals Invoice Transactions 3 $1,107.85 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 12 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
26 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 251 - CFD - Locke Paddon
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6380.300 - Utilities Gas & Electric
10463 - Pacific Gas & Electric Feb 2024 272-1 PG&E - 2862559272-1 Paid by Check # 104136
02/16/2024 02/26/2024 02/26/2024 03/01/2024 31.35
Account 6380.300 - Utilities Gas & Electric Totals Invoice Transactions 1 $31.35 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $31.35 Division 000 - Non-Div Totals Invoice Transactions 1 $31.35 Department 000 - Non-Dept Totals Invoice Transactions 1 $31.35 Fund 251 - CFD - Locke Paddon Totals Invoice Transactions 1 $31.35 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 13 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
27 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 462 - City Capital Projects
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.570 - Prof Svc Other
10268 - Harris & Associates 60842 Imjin Parkway
Improvement Plan
Paid by Check
# 104123
01/04/2024 02/23/2024 02/23/2024 03/01/2024 30,536.11
10316 - Kimley-Horn & Associates 27257489 Imjin Parkway PS&E Paid by Check # 104128
01/31/2024 02/23/2024 02/23/2024 03/01/2024 41,563.00
10316 - Kimley-Horn & Associates 26784446 Imjin Park Paid by Check # 104128
11/30/2023 02/23/2024 02/23/2024 03/01/2024 26,974.75
11762 - Raimi + Associates, Inc 23-6104 Marina ODS November 2023
Paid by EFT #
4326
12/11/2023 02/29/2024 02/29/2024 03/01/2024 2,448.00
Account 6300.570 - Prof Svc Other Totals Invoice Transactions 4 $101,521.86 Account 6700.105 - Capital Outlay Construction
10878 - Green Waste Recovery, Inc. 0007080732 Equestrian Center Paid by Check # 104122
11/01/2023 02/14/2024 02/14/2024 03/01/2024 2,644.56
Account 6700.105 - Capital Outlay Construction Totals Invoice Transactions 1 $2,644.56 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 5 $104,166.42 Division 000 - Non-Div Totals Invoice Transactions 5 $104,166.42 Department 000 - Non-Dept Totals Invoice Transactions 5 $104,166.42 Fund 462 - City Capital Projects Totals Invoice Transactions 5 $104,166.42 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 14 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
28 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 555 - Marina Airport
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6120.100 - Workers Comp Ins WC Ins
10375 - MBASIA-Monterey Bay Area Self
Insurance Authority
240101-07 EAP/Worker's
Comp/Prop/Liab.
Premium Allocation
Paid by Check
# 104132
12/27/2023 02/21/2024 02/21/2024 03/01/2024 9,513.00
Account 6120.100 - Workers Comp Ins WC Ins Totals Invoice Transactions 1 $9,513.00 Account 6360.440 - Maint & Repairs Landscape General
10154 - Commercial Environment
Landscape
2796-0224 Weekly landscape
services for Feb 2024
Paid by EFT #
4322
02/19/2024 02/22/2024 02/22/2024 03/01/2024 2,900.00
Account 6360.440 - Maint & Repairs Landscape General Totals Invoice Transactions 1 $2,900.00 Account 6360.448 - Maint & Repairs Lighting
10728 - Ace Hardware-Public Works 87618 Lights for Box Hangar A-8
Paid by Check
# 104107
02/21/2024 02/22/2024 02/22/2024 03/01/2024 109.23
Account 6360.448 - Maint & Repairs Lighting Totals Invoice Transactions 1 $109.23 Account 6360.450 - Maint & Repairs Maint & Repairs
10728 - Ace Hardware-Public Works 87615 Fuel Turbin 100LL tank supplies
Paid by Check
# 104107
02/21/2024 02/22/2024 02/22/2024 03/01/2024 46.17
Account 6360.450 - Maint & Repairs Maint & Repairs Totals Invoice Transactions 1 $46.17 Account 6360.570 - Maint & Repairs Other Svc Agr
11771 - US Fuelling Solution 25254 Red Jacket Capacitator & Replacement Motor
for 100LL Tank
Paid by Check
# 104143
02/23/2024 02/29/2024 02/23/2024 03/01/2024 3,899.24
Account 6360.570 - Maint & Repairs Other Svc Agr Totals Invoice Transactions 1 $3,899.24 Account 6380.300 - Utilities Gas & Electric
10463 - Pacific Gas & Electric Feb 2024 683-2 PG&E 6217294683-2 Paid by Check # 104136
02/16/2024 02/26/2024 02/26/2024 03/01/2024 120.39
Account 6380.300 - Utilities Gas & Electric Totals Invoice Transactions 1 $120.39 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 6 $16,588.03 Division 000 - Non-Div Totals Invoice Transactions 6 $16,588.03 Department 000 - Non-Dept Totals Invoice Transactions 6 $16,588.03 Fund 555 - Marina Airport Totals Invoice Transactions 6 $16,588.03 Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 15 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
29 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 557 - Abrams B NonProfit Corp
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6300.218 - Prof Svc Fin - Debt Admin/Issuance
10948 - Applied Best Practices 29156 Abrams B - Continuing Disclosure Annual Rpt
(CDAR FY22-23)
Paid by Check
# 104109
02/15/2024 02/26/2024 02/26/2024 03/01/2024 1,200.00
Account 6300.218 - Prof Svc Fin - Debt Admin/Issuance Totals Invoice Transactions 1 $1,200.00 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $1,200.00 Division 000 - Non-Div Totals Invoice Transactions 1 $1,200.00 Department 000 - Non-Dept Totals Invoice Transactions 1 $1,200.00 Fund 557 - Abrams B NonProfit Corp Totals Invoice Transactions 1 $1,200.00 Grand Totals Invoice Transactions 114 $1,355,423.64
Run by Melanie Hernandez on 02/29/2024 02:14:20 PM Page 16 of 16 Accounts Payable by G/L Distribution Report
Payment Date Range 03/01/24 - 03/01/24
30 Vendor Invoice No. Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Amount Fund 758 - Successor Agency Oblig Retiremt
Department 000 - Non-Dept
Division 000 - Non-Div
Sub-Division 00 - Non-Subdiv
Account 6650.010 - ROPS #10-Financial, RE Advisory Svc
10315 - Keyser Marston Associates 0038516 January 2024 Prof.
Services
Paid by Check
# 121
02/20/2024 02/20/2024 02/20/2024 02/23/2024 1,911.25
Account 6650.010 - ROPS #10-Financial, RE Advisory Svc Totals Invoice Transactions 1 $1,911.25 Sub-Division 00 - Non-Subdiv Totals Invoice Transactions 1 $1,911.25 Division 000 - Non-Div Totals Invoice Transactions 1 $1,911.25 Department 000 - Non-Dept Totals Invoice Transactions 1 $1,911.25 Fund 758 - Successor Agency Oblig Retiremt Totals Invoice Transactions 1 $1,911.25 Grand Totals Invoice Transactions 1 $1,911.25
Run by Melanie Hernandez on 02/21/2024 11:31:49 AM Page 1 of 1 Accounts Payable by G/L Distribution Report
Payment Date Range 02/23/24 - 02/23/24
31 Agenda Item: 10b(1)
City Council Meeting of
March 5, 2024
MINUTES
Wednesday, February 21, 2024 5:00 P.M. Closed Session
6:30 P.M. Open Session
REGULAR MEETING
CITY COUNCIL, AIRPORT COMMISSION,
MARINA ABRAMS B NON-PROFIT CORPORATION, PRESTON PARK
SUSTAINABLE COMMUNITY NON-PROFIT CORPORATION, SUCCESSOR
AGENCY OF THE FORMER MARINA REDEVELOPMENT AGENCY AND MARINA
GROUNDWATER SUSTAINABILITY AGENCY
THIS MEETING WILL BE HELD IN PERSON AND VIRTUALLY (HYBRID).
Council Chambers
211 Hillcrest Avenue
Marina, California
AND
Zoom Meeting URL: https://zoom.us/j/730251556
Zoom Meeting Telephone Only Participation: 1-669-900-9128 - Webinar ID: 730 251 556
PARTICIPATION
You may participate in the City Council meeting in person or in real-time by calling Zoom Meeting via the weblink and phone number provided at the top of this agenda. Instructions on how to access, view and participate in remote meetings are provided by visiting the City’s home page at https://cityofmarina.org/. Attendees can make oral comments during the meeting by using the “Raise Your Hand” feature in the webinar or by pressing *9 on your telephone keypad if joining by phone only.
The most effective method of communication with the City Council is by sending an emai l to [email protected] Comments will be reviewed and distributed before the meeting if received by 5:00 p.m. on the day of the meeting. All comments rec eived will become part of th e r ecord.
Council will have the option to modify their action on items based on comments received.
1. CALL TO ORDER
2. ROLL CALL & ESTABLISH MENT OF QUORUM: (City Coun cil, Airport Commissioners, Marina Abrams B Non -Profit Corporation, Pr eston Park Sustainable Communities Nonprofit Corporation, Successor Agency of the Former Rede velopment Agency Members and Marina Groundwater Sustainability Agency) MEMBERS PRESENT: Brian McCarthy (Remote), Kathy Biala , Mayor Pro - Tem/Vice Chair Liesbeth Visscher, Mayor/Chair Bruce C. Delgado
3. PUBLIC COMMENT ON CLOSED SESSION ITEMS: None received 1 MINUTES for City Council Meeting of Wednesday, February 21, 2024 Page 2
4. CLOSED SESSION:
a. Conference with Legal Counsel, Existing Litigation (§ 54956.9(d)) 3 cases:
(1) City of Marina, et al. vs. Nemeth, Karla, et al., Monterey County Superior Court Case No. 19CV005270.
(2) California-American Water Company v. All Persons Interested in the Validity of the City of Marina et al., Monterey County Superior Court Case No. 20CV002436.
(3) City of Marina, et al. v. All Persons Interested in the Validity of the Monterey Coun ty Groundwater Sustainability Plan , Monterey C ounty Superior Court Case No. 21CV000493.
b. Conference with Legal Coun sel: Anticipated Lit igation, (Government Code Section 54956.9(d)(4)) Number of Cases: 2
c. Performance Evaluation of Public Empl oyee, Unrepresented Employee (CA Govt. Code Section 54957(b)(1) – City Manager
6:30 PM - RECONVENE OPEN SESSION AND REPOR T ON ANY ACTIONS TAKEN IN
CLOSED SESSION
City Attorney Orteg a reports out Closed S ession: With respect to item A in closed session , directions were provided, and action was taken. With respect to item B, direction was provided that litigation should be initiated. And with respect to item C. No action was taken.
Council Member McCarthy requested to participate in the Council meeting under AB 2449, due to family emergency.
DELGADO/BIALA: T O APPROVE THE REMOTE ATTENDA NCE FOR COUNCIL MEMBER MCCARTHY. 3-0-0-0. Motion Passes
5. MOMENT OF SILENCE & PLEDGE OF ALLEGIANCE (Please stand)
6. SPECIAL PRESENTATIONS:
a. Proclamations
i. Black History Month
ii. Brian McMinn
b. Certificate of Appreciation
i. Steve Russo
ii. Richard Cox
c. Introduction of Fire Division Chiefs
i. Mark Sweeney
ii. Anthony Goncalves
d. Introduction of new Firefighters
i. Kevin Seaver
ii. Ivo Jimenez
iii. Chris Bell
2 MINUTES for City Council Meeting of Wednesday, February 21, 2024 Page 3
7. COUNCIL AND STAFF ANNOUNCEMENTS:
• Mayor Pro Tem Visscher – Announced on February 25, 2024, MST will have a booth at the Marina famers market from 10:00am-2:00pm.
• Mayor Delgado – Announced on March 2 nd from 10:00am-2:00pm planting event at Hilltop Park on the Dunes . April 13th is the 18 th Annual Earthy Day at Locke Paddon P ark from 9:00am-1:00pm.
• Recreation Director Willer – Announced two new programs. March 15th will be the 2nd Kids Night Out at the Community Center from 6:00-9:00pm, kids will enjoy a night full of games, food and will build a Leprechaun Trap! Spring Break Camp will be March 18th - 29th, 2024 from 8:00 am to 6:00 pm, Monday to Friday. Drop off will be at the Marina Teen Center starting at 8:00 am and pick up at the Marina Youth Center) no later than 6:00 pm. • City Manager Long – Announced a Special City Council meeting on Wednesda y, February 28, 2024, at 7:00pm t he council will be interviewing applicants to fill the vacant council position.
8. PUBLIC COMMENT: Any member of the public may comment on any matter with in the City Council’s jurisd iction that is no t on the agenda. This is the appro priate place to comment on items on the Consent Age nda. Action w ill not be taken on items not on th e agenda. Comments are limited to a maximum of three (3) minutes. General public comment may be limited to thirty (30) minutes and/or continued to the end of the agenda. Any member of the public may comment on any matter listed on this agenda at the time the matter is being considered by the City Council . Whenever possible, writte n correspondence should be submitted to the C ouncil in advanc e of the meeting, to pr ovide adequat e time for its consideration.
• Nancy Amadeo – Announced that M arina In Motion would like to present a c heck in the amount of $9,058 to be used for agenda item 10f(5) , to cover the cost of a bronze Dolphin going into the first roundabout on Imjin.
• Grace Sivla-Santella – Commented on Bri an McMinn’s retirement and missing to working that’s going to take place on the medians and the library irrigation system. Expressed appreciation to Steve Russo for the year he spent as interim police chief.
9. CONSENT AGENDA FO R THE SUCCE SSOR AGENCY TO THE FORME R MARINA REDEVELOPMENT AGENCY: Background information has been provided to the Successor Agency of the f ormer Redevelopment Agency on all matters listed under th e Consent Agenda, and t hese items are considered to be routine and non -controversial. All items unde r the Consent Agenda are normally approved by one motion. Prior to suc h a motion being made, any m ember of the publ ic or City Council may ask a question o r make a comment about an agenda item and s taff may provide a response. If discussion or a len gthy explanation is required, the Cou ncil may remove an ite m from the Consent Agenda for individual consi deration. If an i tem is pulled for discussion, it will be placed at the end of Other Action Items Successor Agency to the former Marina Redevelopment Agency.
10. CONSENT AGENDA: These items are considered to be routine and non-controversial.
All items under the Consent Agenda may be approved by one motion. Prior to such a motion being made, a ny member of City Council may ask a quest ion or make a comment ab out an agenda item and staff may provide a response. If di scussion o r a lengthy explanati on is required, Council may remove the item from the Consent Agenda and it will be placed at the end of Other Action Items.
3 MINUTES for City Council Meeting of Wednesday, February 21, 2024 Page 4
a. ACCOUNTS PAYABLE: (Not a Project under CEQA per Article 20, Section 15378) (1) Accounts Payable Check Numbers 104004-104076, totaling $649,915.25.
Accounts Payable Successor Agency Check Number: 120, totaling $79.27. b. MINUTES: (Not a Project under CEQA per Article 20, Section 15378) (1) February 6, 2024, Regular City Council Meeting
c. CLAIMS AGAINST THE CITY: None
d. AWARD OF BID: None
e. CALL FOR BIDS: None
f. ADOPTION OF RESOLUTIONS:
(1) Adopting Resolution No. 202 4-14, ordering the City Engineer to prepare and to file a report related to maintenance of the Cypress Cove II Landscape Maintenance Assessment District for Fiscal Year 20 24-2025. (This item is exempt from environmental review per §15378 of the CEQA guidelines) (2) Adopting Resolution N o. 202 4-15, ordering the City Engineer to prepare and to file a report related to mai ntenance of the Seabreeze Landscape Maintenance Assessment District for Fiscal Year 2024-2025. (This item is exempt from environmental review per §15378 of the CEQA guidelines) (3) Adopting Resolution No. 2 024-16, ordering the City Engineer to prepare and to file a report related to mainte nance of the Monterey Bay Estates Lighting and Landscape Maintenance Assessment District for Fiscal Year 2024-2025. (This item is exempt from environmental review per §15378 of the CEQA guidelines)
(4) Adopting Resolution No. 2024-17, accepting $30,000.00 grant from the National Fitness Campaign ; and appropriating the funding to the Dunes City Park budget; and allocating an additional $240,000 from the Dunes City Park Development Budget. (This item is exempt from environmental review per §15378 of the CEQA guidelines)
(5) Adopting Resolution No. 2024 -18, accepting $ 9,058 in cash donation from Marina in Motion for the comp letion and placement of a dolphin sculpture in honor of Mike and Candy Owen with any rema ining funds to be used in future public art projects. (This item is exempt from environmental review per §15378 of the CEQA guidelines)
g. APPROVAL OF AGREEMENTS:
(1) Adopting Resolution No. 202 4-19, approving the creation of a utility easement on City property (City Corporation Yard, 2660 5 th Avenue). (This item is exempt from environmental review per §15378 of the CEQA guidelines) h. ACCEPTANCE OF PUBLIC IMPROVEMENTS: None
i. MAPS: None
j. REPORTS: (RECEIVE AND FILE): None
k. FUNDING & BUDGET MATTERS: None
l. APPROVE ORDINANCES (WAIVE SECOND READING): None
4 MINUTES for City Council Meeting of Wednesday, February 21, 2024 Page 5
m. APPROVE APPOINTMENTS:
(1) Appointing to Planning Commission: Jenny McAdams, Audra Walton , and Ga lia Baron. 3-seats expiring February 202 6 (This item is exempt from environmental review per §15378 of the CEQA guidelines) BIALA/VISSCHER: TO ACCEPT THE, THE CONSENT AGENDA WITH THE EXCEPTION OF ADDING TO THE RESOLUTION ON 10 f(5) “FUTURE OR EXISTING PUBLIC ART PROJECTS”. 4-0-0-0 Motion Passes by Roll Call Vote
11. PUBLIC HEARINGS: In the Council’s discretion, the applicant/proponent of an item may be given up to ten (10) minutes to speak. All other persons may be given up to three (3) minutes to speak on the matter.
12. OTHER ACTIONS ITEM S OF THE SU CCESSOR AGENCY TO THE FORMER MARINA REDEVELOPMENT AGENCY: Action listed for each Agenda it em is that which is requested by staff. The Successor Agency may, at its discretion, take a ction on any items. Members of the public may be given up to three (3) minutes to speak.
13. OTHER ACTION ITEMS: Action listed for each Agenda item is that which is request ed by staff. The City Council may, at its discretion, take action on any items. Members of the public may be given up to three (3) minutes to speak.
Note: No a dditional ma jor projects or program s should be undertaken wit hout review of the impacts on existing priorities (Resolution No. 2006-79 – April 4, 2006). a. Receive a presentation f rom the City ’s General Plan Update (GP2045) consultant, Raimi+Associates, on progress made to d ate, review and confirm the Vision and Guiding Principles for the GP2045 update created by the GPAC with feedback from the general public , staff, and the Planning Commission and provide comments on these items. (This item is exempt from environmental review per §15378 of the CEQA guidelines).
The council received the pr esentation and discussed annexation of East Garrison and CSUMB East Campus property, sustainability, climate change, diversity . Discussed the language in the draft vision and guiding principles.
Public Comments:
• Cristina Medina Dirk sen – Asked about diversity inclusion, Beac h Road zoning and airport runway expansion.
DELGADO/BIALA: THAT HAVING RECEIVED THIS REPORT TONIGHT THAT WE
WOULD LIKE TO APPOINT COUNCIL MEMBER BIALA AND MAYOR DELGADO
TO A SUBCOMMITTEE TO REVIEW AND COME BACK TO COUNCIL AND STAFF
WITH THEIR UPDATED/REVISED VISION STATEMENT AND REVISE D GUIDING PRINCIPLES WITHIN 3 WEEKS OF TODAY OR BY MARCH 1 3TH. 3-0-1(McCarthy)-0 Motion Passes.
b. Receive presentation update on Consolidated Project List and other City projects. CEQA: Not a Project per CEQA Guidelines Section 15378 ) Continued to March 5, 2024
5 MINUTES for City Council Meeting of Wednesday, February 21, 2024 Page 6
14. COUNCIL & STAFF INFORMATIONAL REPORTS:
a. Monterey County Mayor’s Association [Mayor Bruce Delgado] b. Council rep orts on meetings and conferences attended (Gov’t Code Section 53232).
Mayor Pro Tem Visscher attended TAMC Bicycle Pedestrian Advisory Committee meeting and noted that she would miss three of their mee tings this year and asked a bout appoint ing a n alternate. Commented on the 15-minute parking restriction at the MST Transit area and asked what can be done to fix this so people can park and ride.
15. ADJOURNMENT: The meeting adjourned at 10:47 PM
Anita Sharp, Deputy City Clerk
ATTEST:
Bruce C. Delgado, Mayor
6 Agenda Item: 10b(2)
City Council Meeting of
March 5, 2024
MINUTE
Wednesday, February 28, 2024 7:00 P.M. OPEN SESSION
SPECIAL MEETING
CITY COUNCIL, AIRPORT COMMISSION,
MARINA ABRAMS B NON-PROFIT CORPORATION, PRESTON PARK SUSTAINABLE
COMMUNITY NON-PROFIT CORPORATION, SUCCESSOR AGENCY OF THE FORMER
MARINA REDEVELOPMENT AGENCY AND MARINA GROUNDWATER
SUSTAINABILITY AGENCY
Council Hall
211 Hillcrest Avenue
Marina, California
TELECONFERENCE LOCATION: 1
Holiday Inn Express: Lobby
2040 Mayport Rd, Jacksonville, FL 32233
Telephone (831) 884-1278 - Fax (831) 384-9148
E-Mail: [email protected] Website: www.cityofmarina.org Zoom Meeting URL https://zoom.us/j/730251556
Zoom Meeting Telephone Only Participation: 1-669-900-9128 Webinar ID:730 251 556 You may participate in the City Council meeting in person or in real-time by calling Zoom Meeting via the weblink and phone number provided at the top of this agenda. Instructions on how to access, view and participate in remote meetings are provided by visiting the City’s home page at https://cityofmarina.org/.
Attendees can make oral comments during the meeting by using the “Raise Your Hand” feature in the webinar or by pressing *9 on your telephone keypad if joining by phone only.
The most effective method of communication with the City Council is by sending an emai l to [email protected] Comments will be reviewed and distrib uted before the meeting if received by 5:00 p.m. on the day of the meeting. All comments rec eived will become part of th e record. Council will have the option to modify their action on items based on comments received.
1. CALL TO ORDER
2. ROLL CALL & ESTABLISHMENT OF QUORUM: (City Council, Airport Commissioners, Marina Abrams B Non -Profit Corporation, Preston Park Susta inable Communities Nonpr ofit Corporation, Successor Agency o f the Former Redevelopment Agency Members and Marina Groundwater Sustainability Agency) MEMBERS PRESENT: Brian McCarthy , Kathy Biala , Mayor Pro -Tem/Vice Chair Liesbeth Visscher, Mayor/Chair Bruce C. Delgado
3. MOMENT OF SILENCE & PLEDGE OF ALLEGIANCE (Please stand) 1 MINUTES for Special City Council Meeting of Wednesday, February 28, 2024 Page 2
4. OTHER ACTION I TEMS: Action listed for each A genda item is that which is requested by staff. The City Council may, at its discretion, take action on any items. The public is invited to approach the podium to provide up to four (4) minutes of public comment. a. City Council to consider adopting Resolution No. 2024-20, making an appointment to fill a currently vacant seat on the City Council with the appointee to serve for the remainder of a four-year term, that is, until a successor is qualified at the November 2024 General Municipal Election.
Public Comments:
• Cristina Medina Dirksen – Commend the candidates for coming out. Commented on city goals and community engagement. Noted council has a tough decision. • LyVesha – Supports the appointment of Audra Walton.
• Ezra Lambert – Supports the appointment Audra Walton.
The City Council received presentations from all applicants and asked a series of questions to each.
BIALA/VISSCHER: TO ADOPT RESOLUTION NO. 2024 -20, APPOINTING JENNIFER
MCADAMS TO THE CITY COUNCIL TO SERVE FOR THE REMAINDER OF A FOUR - YEAR TERM, THAT IS, UNTIL A SUCCESSOR IS QUALIFIED AT THE NOVEMBER 2024 GENERAL MUNICIPAL ELECTION. 4-0-0-0 Motion Passes by Roll Call Vote
5. ADJOURNMENT: The meeting adjourned at 9:27 P.M.
Anita Sharp, Deputy City Clerk
ATTEST:
Bruce C. Delgado, Mayor
2 February 29, 2024 Item No. 10f(1)
Honorable Mayor and Members City Council Meeting
of the Marina City Council of January 17, 20224
CITY COUNCIL CONSIDER ADOPTING R ESOLUTION NO. 2024 -,
AUTHORIZING THE CITY MANAGER OR CITY MANAGER’S
DESIGNEE TO SUBMIT A PRO HOUSING DESIGNATION PROGRAM
APPLICATION TO THE CALIFORNIA DEPARTMENT OF HOUSING
AND COMMUNITY DEVELOPMENT (HCD) AND IF THE
APPLICATION IS APPROVED BY HCD TO EXECUTE ALL
DOCUMENTS DEEME D NECESSARY OR APPROPRIATE TO
PARTICIPATE IN THE PRO HOUSING DESIGNATION PROGRAM.
RECOMMENDATION: it is recommended that the City Council consider:
1. Adopting Resolution No. 2024-, authorizing the City Manager or City Manager’s Designee to submit a Pro Housing D esignation Program Application t o the California Department of Housing and Community Development (HCD); and
2. Authorize the C ity Manager to execute all document s deemed necessary or appropriate to participate in the Pro Housing Designation Program
BACKGROUND
In an effort to address the housing crisis in the State of California, as part of the 2019-2022 Budget Act, the legislature enacted AB 101 and established the Pro -housing Designation Program. The Pro-housing Designation Program identifies local policies that jurisdictions should consider adopting to address housing needs and affordability and identifies State programs and grants for which Pro-housing designated jurisdictions should receive preference or additional points.
Jurisdictions awarded a Pro-housing Designation will receive a competitive advantage for critical affordable housing and infrastructure grant programs, including, the Affordable Housing and Sustainable Communities Program, Transformative Climate Communities, and the Infill Incentive Grant Program. To be eligible to apply for the designation, the Housing Element must be certified by HCD, and a resolution must be adopted by the City Council directing staff to apply for the designation. On December 5, 2023, the City Council directed staff to file the Final Housing Element with the California Department of Housing and Community Development (State HCD).
The city is anticipating receiving certification shortly. As soon as the Housing Element is certified, the City is eligible to apply for the Pro Housing Designation from the State.
FISCAL IMPACT
Local governments with Pro -housing Designation are eligible to apply for new Pro -housing Incentive Program grant funding, a $26 million state investment from the Building Homes and Jobs Trust Fund: Pro-housing Incentive Pilot (PIP). Pro-housing designated local governments can also receive priority processing or funding points when applying for several funding programs including:
• Affordable Housing & Sustainable Communities (AHSC)
• Infill Infrastructure Grant (IIG)
• Transformative Climate Communities (TCC)
• Solutions for Congested Corridors
1 • Local Partnership Program
• Transit and Intercity Rail Capital Program (TIRCP)
Respectfully submitted,
Guido F. Persicone
Community Development Director
City of Marina
REVIEWED/CONCUR:
Layne Long
City Manager
City of Marina
2 RESOLUTION NO. 2024-
A RESOLUTION OF CITY COUNCIL OF THE CITY OF MARINA AUTHORIZING
APPLICATION TO AND PARTICIPATION IN THE PROHOUSING DESIGNATION
PROGRAM
WHEREAS, Government Code section 65589.9 established the Pro -housing Designation Program (“PDP” or “Program”), which creates incentives for jurisdictions that are compliant with state housing element requirements and that have enacted Pro-housing local policies; and
WHEREAS, such jurisdictions will be designated Pro -housing, and, as such, will receive additional points or other preference during the scoring of their competitive applications for specified housing and infrastructure funding; and
WHEREAS, the Department of Housing and Community Development (“Department”) has adopted emergency regulations (Cal. Code Regs., tit. 25, § 6600 et seq.) to implement the Program (“Program Regulations”), as authorized by Government Code section 65589.9, subdivision (d); and
WHEREAS, The City of Marina (“Applicant”) desires to submit an application for a Pro-housing Designation (“Application”).
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MARINA:
1. Applicant is hereby authorized and directed to submit an Application to the Department.
2. Applicant acknowledges and confirms that it is currently in compliance with applicable state housing law.
3. Applicant acknowledges and confirms that it will continue to comply with applicable housing laws and to refrain from enacting laws, developing policies, or taking other local governmental actions that may or do inhibit or constrain housing production. Examples of such local laws, policies, and action include moratoriums on development; local voter approval requirements related to housing production; downzoning; and unduly restrictive or onerous zoning regulations, development standards, or permit procedures.
4. Applicant further acknowledges and confirms that it commits itself to affirmatively furthering fair housing pursuant to Government Code section 8899.50.
5. If the Application is approved, Applicant is hereby authorized and directed to enter into, execute, and deliver all documents required or deemed necessary or appropriate to participate in the Program, and all amendments thereto (the “Program Documents”).
6. Applicant acknowledges and agrees that it shall be subject to the Application; the terms and conditions specified in the Program Documents; the Program Regulations; and any and all other applicable law.
7. The City Manager is authorized to execute and deliver the Application and the Program Documents on behalf of the Applicant for participation in the Program.
3 Resolution No. 2024-
Page Two
PASSED AND ADOPTED by the City Council of the City of Marina at a regular meeting duly held on this 5th day of March 2024 by the following vote:
AYES, COUNCIL MEMBERS:
NOES, COUNCIL MEMBERS:
ABSENT, COUNCIL MEMBERS:
ABSTAIN, COUNCIL MEMBERS:
Bruce C. Delgado, Mayor
ATTEST:
Anita Sharp, Deputy City Clerk
4 February 14, 2024 Item No. 10g(1)
Honorable Mayor and Members City Council Meeting of the Marina City Council of March 5, 2024
RECOMMENDATION TO CONSIDER ADOPTING RESOLUTION NO. 20 22-,
APPROVING AN AMENDMENT TO THE AGREEMENT BETWEEN THE CITY
OF MARINA AND FORMATION ENVIRONMENTAL, LLC, TO PROVIDE
ENGINEERING SERVICES FOR GROUNDWATER SUSTAINABILITY
PLANNING; ALLOCATING AND APPROPRIATING FROM THE GENERAL FUND IN THE AMOUNT OF $59,650; AND AUTHORIZING THE CITY
MANAGER TO EXECUTE THE AMENDMENT ON BEHALF OF THE CITY
SUBJECT TO FINA L REVIEW AND APPROVAL BY TH E CITY ATTORNEY
AUTHORIZING THE F INANCE DIRECTOR TO MAKE THE NECESSARY ACCOUNTING AND BUDGETARY ENTRIES.
RECOMMENDATION:
It is recommended that the City Council:
1. Consider adopting Resolution No. 20 24-, approving an amendment to the agreement between The City of Marina and Formation Environmental , LLC. to provide engineering services for the groundwater sustainability planning (“EXHIBIT A”); and
2. Allocating and appropriating $59,650 from the General Fund; and
3. Authorizing the City Manager to execute the agreement on behalf of the City subject to final review and approval by the City Attorney; and
4. Authorizing the Finance Director to make the necessary accounting and budgetary entries.
BACKGROUND:
On March 20th, 2018, City Cou ncil passed Resolution 2018 -25 forming the Marina G roundwater Sustainability Agency (MGSA) to undertake sustainable groundwater management within a portion of the Salinas Valley G round W ater Basin 180/400 Foot A quifer Sub basin within th e City and outside of the Marina Coast Water District (MCWD) service area.
The cornerstone of the Sustainable Groundwater Act (SGMA) is the development and adoption of a Groundwater Sustainability Plan (GSP). GSPs for the “critically overdrafted” 180/400 Foot Aquifer Subbasin must be adopted by January 31st, 2020 . On June 24th, 2019 , MGSA, through the City Council, passed Resolution No. 2019 -66a approving a professional servic es ag reement in the amount of $274,780 with Formation Environmental for the preparation of the MGSA GSP.
On December 17th, 2019, City Council pas sed resolution 2019-136 approving an amendment to the professional services a greement in the amount of $ 52,766 with Formation Env ironmental fo r additional work needed to complete the MGSA GSP.
On May 5 th, 20 20, City Council passed resolution 20 21-46 approving an amendm ent to the professional services agreement in the amount of $ 32,000 with Formation Environmental fo r additional wor k n eeded to prepare analysis and do cuments in support of the MGSA posit ion on jurisdiction legitimacy, sufficiency of the MGSA GSP versus the Salinas Valley Basin GSA (SVBGSA) GSP adopted by the County of Monterey, and the validity of data generated by Stanford.
1 On September 1st, 2020, City Council passed resolution 2020 -114 approving an amendment to the professional services agreement in the amount of $3 7,700 with Formation En vironmental for additional w ork needed to review and comment on re ports prepared by the Monterey Peninsula Water Su pply Projec t (MPWSP) in support o f their application for a permit from the California Coastal Commission ( CCC); participate as the Cit y’s representative on the Technical Advisory Committee to the Seawat er Intrusion Working Group (SWIG TAC) that was recently formed by SVBGSA and basin stakeholders which include the City of Marina ; and participate in review of the MCWD GSP.
On October 18th, 2022, City Council passed resolution 202 2-125 approving an amendment t o the professional services agreement in the amou nt of $3 8,000 with Formation Environmental for additional work needed to participate as the City’s representative on the Technical Adv isory Committee to the Seawater Intrusion Working Group (SWIG TAC) that was formed by SVBGSA and basin stakeholders which include the City of Marina.
ANALYSIS:
Formation Environmental continues to provide valuable input on the SVBGSA GTAC which is the successor to the SWIG TAC. The scope of the GTAC is broader than the SW IG and covers all groundwater issues. SVBGSA GTAC is m oving forward with a study of the D eep Aquif er that provides potable water for Marina residents . The GTAC is also working on plans to update the monitoring of sea water intrusion.
Even though the courts have recently not allowed the formation of the MGSA, there is need for the continued services from Formation Environmental in the short term for representation on the GTAC to address review of the seawater intrusion model, seawater intrusi on control projec t alternatives, review of deep aquifer recommendations, and evaluation of modeling and project alternatives to assess potential impacts to vernal pond groundwater-dependent ecosystems.
Staff has reviewed and re commends approval of the proposed contract amendment of $59,650 for the scope of work, which is included as “EXHIBIT A” for a new, not-to-exceed contract total of $494,896.
FISCAL IMPACT:
Should the City Council approve this request, $59,650 will have to be allocated and appropriated from the unallocated General Fund balance for expenditure on groundwater sustainability activities.
GL account for expenditure is as follows: 100.190.000.00-6300.570.
CONCLUSION:
This request is submitted for City Council consideration and possible action.
Respectfully submitted,
____________________________
Brian McMinn, P.E., P.L.S.
Public Works Director/City Engineer
City of Marina
REVIEWED/CONCUR:
_____________________________
Layne P. Long
City Manager
City of Marina
2 RESOLUTION NO. 2024-
A RE SOLUTION OF CITY COUNCIL OF TH E CITY OF MARINA APPROVING AN
AMENDMENT TO THE AGREEMENT BETWEEN THE CITY OF MARIN A AND
FORMATION ENVIRONMENTAL, LLC, TO PRO VIDE ENGINEERING SER VICES FOR GROUNDWATER SUS TAINABILITY PLANNING; ALLOCATING AND
APPROPRIATING FROM THE GENERAL FUND IN THE AMOUNT OF $59,650;
AUTHORIZING THE CITY MANAGER TO E XECUTE THE AMENDMENT ON BEHALF
OF THE CITY SUBJECT TO FINAL REV IEW AND APPROVAL BY THE C ITY
ATTORNEY AUTHORIZING THE FINANCE DIRECTOR TO MAKE THE NEC ESSARY ACCOUNTING AND BUDGETARY ENTRIES;
WHEREAS, on March 20th, 2018, City Co uncil passed Resolution 2018 -25 forming the Marina Groundwater Sust ainability Agency ( MGSA) to undertak e sustainable groundwater management within a portion of the Salinas Valle y Ground Water Basin 18 0/400 Foot Aquifer Subbasin within the City and outside of the Marina Coast Water District (MCWD) service area, and;
WHEREAS, the cornerstone of the Sustainable Groundwater Act (SGMA) is the d evelopment and adoption of a Groundwater Sustainability Plan ( GSP). GSPs for the “critically overdraf ted” 180/400 Foot Aquifer Subbasin must be ado pted by January 31st, 2020 . On June 2 4th, 2019, MGSA, through the City Co uncil, passed Resolution N o. 2019 -66a approving a pro fessional services agreement in the amount of $274,780.00 with Formation Environmental for the preparation of the MGSA GSP, and;
WHEREAS, on December 17th, 2019, C ity Co uncil passed resolution 2019 -136 app roving an amendment to the profess ional services agreement in the amoun t o f $ 52,766.00 with Fo rmation Environmental for additional work needed to complete the MGSA GSP, and;
WHEREAS, on May 5th, 2020, City Council pa ssed resolution 2020-46 approving an amend ment to the professional services agreement in the amount of $32,000 .00 with Formation Environmental for additional work needed to prepare a nalysis and documents in support of the MGSA position on jurisdiction legitim acy, s ufficiency of the MGSA GSP versus th e Salinas Vall ey Bas in GSA (SVBGSA) GSP adopted by the County of Monterey, an d the valid ity of data generated by Stanford, and;
WHEREAS, on September 1s t, 202 0, City Council passed resolution 2020 -114 approving an amendment to the professional services agree ment in the amount of $37,700 .00 with Formation Environmental for additional work nee ded to review and comment on reports prepared by the Monterey Penins ula Water Supply Project (MPW SP) in support of their applicat ion fo r a permit from the California Coastal Commission (CCC); participate as the City’s representative on the Technical Advisory Committee to the Seawater Intrusion Working Group (SWIG TAC) that was recently formed by SVBGS A and basin stakeholders which i nclude the City of Marina; and participate in review of the MCWD GSP, and;
WHEREAS, O n October 18th, 2022, City Council passed resolution 2022 -125 approving an amendment to th e professional services agreement in the amount of $38,000 with Formation Environmental for additional work needed to participate as the City’s representative on the Technical Advisory Co mmittee to the Seawate r Intrusion Working Group (SWIG TAC) that was formed by SVBGSA and basin stakeholders which include the City of Marina, and;
3 Resolution No. 2024-
Page Two
WHEREAS, Formation Environmental continues to provide valuable input on the SVBGSA GTAC which is moving forward with a stu dy of the Deep Aquifer that p rovides potable water for Marina residents. The SVBGSA GTAC is also working on plans to up date the monitoring of sea water intrusion, and;
WHEREAS, continued services from Formation Environmental are r equired for representation on the GTAC, address review of the seawater intrusion model, seawater intrusion control project alternatives, review of deep aquife r recommendations, and ev aluation of modeling and project alternatives to assess potential impacts to vernal pond groundwater-dependent ecosystems, and;
WHEREAS, should the MGSA be recognized as the management agency for a portion of the 180/400 Foot Aquifer and the MGSA GSP is approved, an additional amendment will be required for activities and reporting required by SGMA, and;
WHEREAS, staff has reviewed and reco mmend for approval the propos ed contract amendme nt of $59,650 for the scope of work, which is included as Exhibit A f or a new , not-to-exceed contract total of $494,896, and;
WHEREAS, should the City Council approve this request, $38,000.00 will have to be ap propriated from the General Fund for expenditure on the Groundwater related technical matters.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Marina does hereby:
1. Approve an amendment to the agreement between The City of Marina and Formation Environmental, LLC. to provid e engineering servic es for groundwater sustainability planning (“Exhibit A”); and
2. Allocate and appropriate $59,650 from the General Fund; and
3. Authorize the City Manager to execute the agreement on behalf of the City subject to final review and approval by the City Attorney; and
4. Authorize the Finance Director to make the necessary accounting and budgetary entries.
PASSED AND ADOPTED by the City Council of the City of Marina at a regular meeting duly held on the 5th day of March 2024, by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
___________________________
Bruce C. Delgado, Mayor
ATTEST:
__________________________
Anita Sharp, Deputy City Clerk
4 Formation Environmental, LLC
1631 Alhambra Boulevard, Suite 220
Sacramento, CA 95816
February 15, 2024
Mr. Layne Long
City of Marina
211 Hillcrest Avenue
Marina, CA 93933
Subject: Statement of Work No. 7, Consulting Services Agreement dated June 25, 2019 Requested Supplemental Hydrogeologic Services
City of Marina Groundwater Sustainability Agency
Marina, California
Dear Mr. Long:
As requested, Formation Environmental LLC (Formation) has been performing supplemental hydrogeologic consulting services to support the City of Marina Groundwater Sustainability Agency (MGSA) in its efforts to maintain sustainable groundwater management. Ongoing services have focused on supporting a dministrative hearings before the State Water Resources C ontrol Board (SWRCB) in the litigation with CEMEX and California American Water Company (Cal Am), commenting on documents and models prepared for Salinas Valley Basin Groundwater Sustainability Agency (SVBGSA) by Montgomery & Associates (M&A), and participating in the Groundwater Technical Advisory Committee ( GTAC) for the SVBGSA. These services were provided under Statement s of Work No. 6 for the project and billed under Task 9. Statement of Work No. 6 was approved to cover work through December 2023, and this Statement of Work No. 7 will cover work conducted during 2024. All services will be performed under Task 9 of our existing contract pursuant to scopes of work requested by the City, MGSA staff , and outside counsel. If acceptable, this supplement will be appended to Exhibit A – Statement of Work of the Consulting Services Agreement between Formation Environmental, LLC and the City of Marina, dated June 25, 2019, and will become Statement of Work No. 7 of that agreement.
Scope of Work
Task 9: Additional Out of Scope Services
Ongoing activities for which hydrologic consulting support to advise the City, MGSA and its legal team are anticipated to be needed in 2024 include the following:
• Seawater Intrusion Model Review. M&A has developed an updated seawater intru sion model (SWIM) that SVBGSA intends to use to evaluate project alternatives for seawater intrusion control.
The SWIM continues to include deficiencies that limit its usefulness to evaluate the nearsho re conditions that could adversely affect the City and its drinking water supplies. It is anticipated that Formation will provide review, comments and recommendations regarding the SWIM in 2024. • Review of Seawater Intrusion Control Project Alternatives. The GTAC is expected to be asked to review and comment on preliminary feasibility studies conducted for SVBGSA to evaluate alternatives for seawater intrusion control. It is anticipated that Formation will provide review, comments and recommendations regarding these feasibility evaluations in 2024.
EXHIBIT A
5 Proposal for Supplemental Hydrogeologic Consulting Services City of Marina GSA
February 15, 2024
• Deep Aquifers . M&A has developed a Deep Aquifers Study to support the development of management recommendations for the Deep Aquifers under the Groundw ater Sustainability Plans that cover the Salinas Valley Basin. It is anticipated that Formation will provide ongoing review, comments and recommendations on these efforts in 2024. • Vernal Pond Groundwater -Dependent Ecosystems. Potential impacts to vernal ponds in the Coastal Zone surrounding the City of Marina have been a topic of ongoing concern. These ponds are considered Environmental ly Sensitive Habitat Areas (ESHA) under the local Coastal Plan for which the City has management responsibility, and prior work conducted by Formation indicates they should be considered Groundwater Dependent Ecosystems (GD Es) that are potentially vulnerable to adverse impacts from nearby groundwater extraction. It is anticipated that Formation may be asked to comment on investigations and plan s to characterize, monitor and manage these resources,
• Groundwater Technical Advisory Group. Formation is representing the City and MGSA as a technical consultant on the SVBGSA GTAC to provide technical input regarding various aspects of GSP implementation in the 180/400-Foot Subbasin. Anticipated services through December 2023 include preparation for and participation in periodic GTAC meetings and review and comment on technical documents and scopes of work.
• Miscellaneous As-Needed Support Services . Additional services could include, but may not be limited to support for discussions with Marina Coast Water District, review of additional documents as needed, support for meetings and presentations, support for public outreach, and other potential assignments.
Budget Estimate
The estimated budget for the scope of work is $ 59,650, which will be added to the existing budget for Task 9. A detailed breakdown of this budget estimate is included as Attachment A. This is a not-to-exceed budget based on the work requested and performed to date and an assumed level of effort for future services through December 2024. We will invoice our services monthly based on the actual time and expenses incurred in accordance with the rate sheet presented as Attachment B. The budget will not be exceeded without your prior authorization. Note that the rate sheet in Attachment B re presents an increase from our 2019 rates presented in Exhibit B to our Consulting Services Agreement dated June 25, 2019 to account for increases on the Consumer Price Index published by the Bureau of Labor Statistics.
Schedule
This Statement of Work No. 7 is intended for anticipated supplemental services through December 2024.
It is possible that services may be required beyond this time, and such services after December 2024 if the budget allows. Alternatively, a revised Statement of Work No. 8 will be issued for your approval.
EXHIBIT A
6 Proposal for Supplemental Hydrogeologic Consulting Services City of Marina GSA
February 15, 2024
Terms and Conditions
The work would be subject to the terms and conditions of our Consulting Services Agreement dated June 25, 2019.
Closure
Thank you for considering us for this interesting and important project. If you have any questions or would like to discuss these matters further, please contact the undersigned at (916) 200-9038.
Sincerely,
Formation Environmental LLC
Mike Tietze, PG, CHG, CEG
Senior Engineering Geologist/Hydrogeologist
AGREED AND ACCEPTED BY:
FORMATION: CLIENT:
FORMATION ENVIRONMENTAL, LLC CITY OF MARINA
By: By:
Name: Brian Schmid Name:
Title: Managing Partner Title:
Date: Date:
EXHIBIT A
7 Attachment A
COST ESTIMATE FOR REQUESTED SUPPLEMENTAL HYDROGEOLOGIC CONSULTING SERVICES City of Marina Groundwater Sustainability Agency
Marina, California
Principal Scientist III Princi pal Scientist III Senior II Scientist II Scientist IL a b o r E x pense Task Travel Shi pping Document M. Tietze P. Townsend S. Moore C. Johnson W. Gnesda Subtotals Subtotals Totals & ODCs Production $225 $225 $190 $150 $140 Costs
Task 9 ‐ Supplemental Services
SWIM Model Review 12 8 24 32 13,540.00$ ‐$ 13,540.00$ ‐$
‐$
‐$
S
eawater Intrusion Alternatives 16 32 16 8 13,200.00$ ‐$ 13,200.00$ ‐$
‐$
‐$
D
eep Aquifers 12 8 24 16 11,460.00$ ‐$ 11,460.00$ ‐$
‐$
‐$
GTAC Participation 16
24 8,160.00$ ‐$ 8,160.00$
‐$
‐$
‐$
Groundwa
ter Dependent Ecosystems 16 8 8 6,320.00$ ‐$ 6,320.00$ ‐$ ‐$ ‐$ Miscellaneus request
s (TBD) 8 4 8 8 8 6,540.00$ 430.01$ 6,970.01$ 234.44$ 95.57$ 100.00$ TOTAL TASK 9 59,220.00$ 430.01$ 59,650.01$ 234.44$ 95.57$ 100.00$ TOTAL PERSONNEL‐HOURS/UNITS 80 20 120 48 48 316
TOTAL COSTS $18,000.00 $4,500.00 $22,800.00 $7,200.00 $6,720.00 $59,220.00 $430.01 $59,650.01 234.44 $ 95.57$ 100.00$ GRAND TOTAL $59,650
TASK/SUBTASK
WORK BREAKDOWN STRUCTURE LABOR COSTS COST SUMMARY OTHER DIRECT COSTS
EXHIBIT A
8 2580 55th STREET, SUITE 200
BOULDER, CO 80301
303.442.0267
1631 ALHAMBRA BOULEVARD, SUITE 220
SACRAMENTO, CA 95816
916.970.0537
Page | 1
ATTACHMENT B
SCHEDULE OF CHARGES – 2024
LABOR CLASS ............................................................................................................................. Rate
Principal Engineer / Scientist III……………………………….. ............................................. $225/hour Principal Engineer / Scientist II………..………………..………...…… .................................. $215/hour Principal Engineer / Scientist I………..…………………….. …...…… ................................... $205/hour Senior Engineer / Scientist II………..……………………...…… ............................................ $190/hour Senior Engineer / Scientist I………..……………………...…… ............................................. $180/hour Project Engineer / Scientist II………..……………………...…… ........................................... $170/hour Project Engineer / Scientist I………..……………………...…… ............................................ $160/hour Staff Engineer / Scientist II ………..……………………...…… ............................................. $150/hour Staff Engineer / Scientist I ………..……………………...…… ............................................... $140/hour Support Engineer / Scientist ………..……………………...…… ............................................ $125/hour Technician …………………………………………………. ................................................... $100/hour
Project Administrator / Accounting ………..……………………...…… .................................... $85hour
Expert Testimony………………………………………………... ................................. 1.5 x hourly rate
NON-LABOR EXPENSES……………………………………….…………….. ...................... At Cost Food, lodging, travel, field supplies, etc.
OUTSIDE SERVICES……………………………………………………. ............................... At Cost Laboratory testing, drilling services and supplies, other subcontractors, equipment rental, installed equipment, special insurance requirements, etc.
EXHIBIT A
9 February 23, 2024 Agenda Item: 11a
Members of the Marina City Council Meeting
City Council of March 5, 2024
CITY COUNCIL TO CONSIDER ADOPTING RESOLUTION NO. 2024-, APPROVING THE 226 PALM SPECIFIC PLAN WHICH ESTABLISHES
THE DEVELOPMENT STANDARDS OF THE CONDITIONAL USE
PERMIT AND SITE AND ARCHITECTURAL DESIGN REVIEW FOR A
SIX (6) UNIT APARTMENT BUILDING AT 226 PALM AVENUE. THE
PLANNING COMMISSION RECOMMENDED APPROVAL ON
FEBRUARY 8, 2024. THIS PROJECT IS EXEMPT FROM THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) UNDER
GUIDELINES SECTION 15332 FOR INFILL DEVELOPMENT
PROJECTS.
RECOMMENDATION
The staff recommends the following motion:
1. Adopt Resolution 2 024-, approving the 226 Palm S pecific Plan which establishes the development standards included in a Conditional Use Permit and Site and Architectural Design Review for a six (6) unit apartment building proposed at 226 Palm Avenue (APN 032-303-046) and find that this project is exempt from environmental review per Section 15332 (Infill Development Projects) of the California Environmental Quality Act (CEQA) Guidelines.”
GENERAL SITE INFORMATION:
Location 226 Palm Ave. This property is located within the Draft Downtown Vitalization Specific Plan (DVSP) area
Parcel No. 032-303-046
General Plan Designation CI-MU or Commercial Mixed Use
Zoning District C-R or Commercial / Multi-family Residential District Owner HBD Investments, LLC, Kyle Goldbeck
Applicant / Owner Icon Building and Development Inc., James Harrington / (owner) COMBINED DEVELOPMENT PERMIT #: DEV 2023-01
The overall project application is a combined application consisting of:
• A Specific Plan requesting exceptions to the current development standards in the applicable zoning district;
• A Conditional Use Permit for a multiple family residential project in the C -R zoning district; and
• Site and Architectural Design Review for a new two-story, 6-unit apartment building with associated onsite parking.
BACKGROUND
August 29, 2023, the applicant, James Harrington of Icon Building and Development, applied for a combined development permit (DEV 2023-01) to construct a six-unit apartment building at 226 Palm Avenue.
On January 8, 2024, the application was deemed complete by Planning staff. 1 On February 8, 2024, the Planning Commission held a public hearing and adopted Resolution 24- 05 to recommend that the City Council approve the 226 Palm Specific Plan which establishes the development standards included in a Conditional Use Permit and Site and Architectural Design Review for a six (6) unit apartment building proposed at 226 Palm Avenue (APN 032-303-046) and found that t his project is exempt from environmental review per Section 15332 (Infill Development Projects) of the California Environmental Quality Act (CEQA) Guidelines.
PROJECT CHARACTERISTICS
Development
Standard
C-R Zoning
Standard Proposed Consistency
Determination
Lot Area 6,000 SF Min. 7,487 SF (existing) Consistent
Units 6 - (35 units per acre) 6 Consistent
Building
Setbacks
Front 10 feet
Rear 10 feet
Sides 5 feet
Front 30 feet
Rear 10 feet
Sides 5 feet
Consistent
Height 50 feet
4 stories
24.2 feet
2 stories
Consistent
Consistent
Floor Area
Ratio (3 to 7
Units)
1.0:1
0.54 Consistent
Open Space Common: 1,500 SF
Private: 400 SF
Total: 1,900
Common: 1,345 SF + 644
SF
Private: 484 SF
Total: 1,989 SF
Consistent
Parking Covered: 6 spaces
Uncovered: 2 spaces
Guest: 20% of spaces
Total: 8 spaces
Covered: 2 spaces
Uncovered: 4 spaces
Guest: None
Total: 6 spaces
Consistent with AB
2097
Vicinity Map
226 Palm Ave
2 Proposed Overall Site Plan
3 Proposed First Floor
4 Proposed Second Floor
PROJECT ANALYSIS
The proposed project includes constructing a six-unit, two-story apartment building. The unit mix will be two (2) 864 square foot two-bedroom units, two (2) 520 square foot one-bedroom units, and two (2) 372 square foot studio units. There will be a courtyard due to the horseshoe layout of the building where staff and the Planning Commission are recommending being counted towards the open space requirement. This project qualifies for AB 2097, which removes the minimum number of parking spaces required for projects such as this that are within a half mile of high- quality transit. Staff worked with the applicant to ensure that they provide one space per dwelling unit for a
total of six (6) parking spaces, including two (2) covered and one (1) handicap space.
The site plan shows vehicular access via a driveway on the north side of the site, which will also integrate pedestrian access. The project will include all electric appliances and solar panels with no gas lines running to the site. Finally, the project is consistent with the Marina’s Zoning code, General Plan, and State Law as described below.
Location and Vicinity: The site is a 7,487 square foot flag lot one city block from Del Monte Boulevard. All surrounding lots are part of the C-R (Commercial/Multiple-Family Residential) Zoning District. The abutting lots are a mixture of single-family and multi-family residences.
The project applicant also owns the abutting lot in front that is developed with a single-family home and is not part of this project.
5 General Plan and Zoning: The General Plan Land Use Designation for the property is Commercial Mixed Use which allows residential use. The Zoning Designation is C -R (Commercial/Multiple Family Residential District). Multiple dwellings at densities between 20 and 35 units per acre are permitted in this district with the issuance of a Conditional Use Permit. This project is consistent with the density limitations for this district. Site and Architectural Design Review is required for projects that include more than one dwelling unit on a single parcel.
Site and Architectural Review
The Planning Commission reviewed and approved the design of the proposed project. The full staff report can be found in the City of Marina’s Agenda Center under the February 8, 2024, Planning Commission Meeting.1
Community Design Guidelines Compliance
The proposed project has been designed, located, and conditioned so that it follows the intent of the Community Design Guidelines.
Zoning Analysis
The project is located within the Downtown Vitalization Specific Plan (DVSP) Area and therefore requires a Specific Plan as required in General Plan Policy 2.63.51. The proposed project is consistent with the C -R District zoning with a finding made by the Planning Commission or the City Council regarding open space and under AB 2097 for the reduction in parking spaces.
Open Space
The Planning Commission found that it is consistent with the intent of the zoning code to count the entry court as part of the open space for this project .2 The applicant agrees with Condition of Approval #18 to use permeable pavers or an alternative material to asphalt to differentiate this part of the driveway as open space. With this finding, the project is consistent with all of the open space requirements.
Parking
The project is within a half mile radius of a high-quality transit stop and is less than twenty units.
Therefore, it meets the requirements of AB 2097, which mandates that the city cannot require a minimum number of parking spaces. The applicant is proposing six (6) parking spaces to ensure that there is one (1) per dwelling unit.
Specific Plan Compliance
Specific Plans must comply with Sections 65450 – 65457 of the Government Code including consistency with the general plan . Staff finds that the proposed Specific Plan is consistent with Marina’s General Plan as detailed in the Findings. Further, staff confirms that the specific plan follows the required structure as stated in Government Code Section 65451. Therefore, the proposed specific plan meets the minimum requirements of the statute to be legally adequate.
The development of an urban infill lot does not typically require a specific plan. Consistency with general plan and a future downtown plan can be done through a development plan or as part of the required findings. The Downtown Specific Plan (DSP) will come before the City Council in the summer of this year (2024) and staff recommend removing the specific plan requirement listed in the general plan. This would help streamline additional infill projects that are fully consistent with
1 Planning Commission Agenda: https://www.cityofmarina.org/AgendaCenter/ViewFile/Agenda/_02082024 - 504?html=true
2 MMC Section 17.04.515
6 Marina’s zoning code and other applicable codes such as this one. The burden of preparing a specific plan has halted at least 20 projects in the last few years within the DSP area.
General Plan Compliance
The proposed project is consistent with the General Plan as stated in the Findings.
All referenced findings above are stated in EXHIBIT A to the Resolution.
CORRESPONDENCE
Staff have not received correspondence from the public related to the proposed project as of February 13, 2024.
CONFLICT OF INTEREST
Council members are subject to all aspects of the Political Reform Act. Council members must not make, participate in making, or attempt to influence in any manner a governmental decision which he/she/they knows, or should know, may have a material effect on a financial interest. Staff are not aware that any member of the City Council owns property within 1000 feet of the project site.
EX PARTE COMMUNICATION DISCLOSURES
In the context of any public hearing or action items that come before the City Council (CC), ex parte communications are those which occur outside the formal hearing process. If such contacts do occur, the substance of the communication must be disclosed to all interested parties in advance of any public hearing or testimony to allow rebuttal. Written ex parte communications must be forwarded to the Deputy City Clerk so that they can be disclosed to the entire Council and the public.
ENVIRONMENTAL DETERMINATION
The City of Marina Planning Division has determined that this project is exempt from environmental review in accordance with the California Environmental Quality Act (CEQA) Guidelines under Class 32, Section 15332, for Infill Development Projects.
CONCLUSION
This request is submitted for City Council consideration and action.
Respectfully submitted,
_____________________________
Nicholas McIlroy, Senior Planner
Community Development Department
City of Marina
REVIEWED/CONCUR:
_____________________________
Guido Persicone, AICP
Community Development Director
City of Marina
_____________________________
Layne Long
City Manage
City of Marina
7 RESOLUTION NO. 2024-__
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MARINA
APPROVING THE 226 PALM SPECIFIC PLAN WHICH ESTABLISHES THE
DEVELOPMENT STANDARDS OF THE CONDITIONAL USE PERMIT AND SITE AND ARCHITECTURAL DESIGN REVIEW FOR A SIX (6) UNIT APARTMENT BUILDING AT 226 PALM AVENUE (DEV 2023-01).
WHEREAS, on August 29, 2023, Icon Building and Development applied for a combined development permit to construct a six-unit apartment building at 226 Palm Avenue;
WHEREAS, on January 8, 2024, the application was deemed complete by Planning staff;
WHEREAS, on February 8, 2024, the Planning Commission held a public hearing and adopted Resolution 24-05 to recommend that the City Council approve the 226 Palm Specific Plan which establishes the development standards included in a Conditional Use Permit and Site and Architectural Design Review for a six (6) unit apartment building proposed at 226 Palm Avenue (APN 032-303-046) and found that this project is exempt from environmental review per Section 15332 (Infill Development Projects ) of the California Environmental Quality Act (CEQA) Guidelines.
WHEREAS, as required by Title 17 of the Marina Municipal Code (MMC), the General Plan, and the adopted Design Guidelines and Standards, approval of the proposed project is subject to findings which are referenced and incorporated herein as Exhibit A;
WHEREAS, the proposed project is further subject to conditions of approval which are referenced and incorporated herein as Exhibit B;
WHEREAS, the proposed project shall be consistent with the approved plans that are attached as part of the Specific Plan in Exhibit C;
WHEREAS, the City of Marina Planning Division determined that this project is categorically exempt from environmental review in accordance the California Environmental Quality Act (CEQA) Guidelines under Class 32, Section 15332, for Infill Development Projects; and
WHEREAS, at the regular meeting of the City Council on March 5 , 2024 , the City Council conducted a duly noticed public hearing, received written comments, and took verbal testimony from the public.
NOW, THEREFORE BE IT RESOLVED that the City Council of the City of Marina does hereby:
1. approve the Specific Plan to guide the development of the Combined Development Permit (DEV 2023 -01) that includes a Conditional Use Permit and Site and Architectural Design Review for a new six (6) unit apartment building at 226 Palm Avenue (APN 032- 303-046) as described herein and subject to Exhibit A - Findings, Exhibit B - Conditions, and Exhibit C - Specific Plan including the Plan Set attached hereto.
8 Resolution No. 2024-
Page Two
PASSED AND ADOPTED by the City Council of the City of Marina at a regular meeting duly held on the 5th day of March 2024, by the following vote:
AYES, COUNCIL MEMBERS:
NOES, COUNCIL MEMBERS:
ABSENT, COUNCIL MEMBERS:
ABSTAIN, COUNCIL MEMBERS:
_____________________________
Bruce Delgado, Mayor
ATTEST:
_____________________________
Anita Sharp, Deputy City Clerk
9 EXHIBIT A
FINDINGS
Staff makes the following Findings for the Specific Plan, Site and Architectural Design Review Permit and Conditional Use Permit for 226 Palm Avenue:
General Plan Compliance
1) General Plan Goal 1.17 (Community Goals) states
“The overall goal of the Marina General Plan is the creation of a community which provides a high quality of life for all its residents; which offers a broad range of housing, transportation, and recreation choices; and which conserves irreplaceable natural resources is the overall goal of the General Plan.” Subsequent subgoals direct how the city is to develop in order to meet this goal as follows:
• Goal 1.18.5 calls for “A city designed for and attractive to pedestrians, in which most of the housing, shops, businesses, and community facilities are within easy walking distance of each other.”
• Goal 1.18.8 envisions “A city physically and visually distinguish-able from the other communities of the Monterey Bay region, with a sense of place and identity in which residents can take pride.”
• Goal 1.18.15 sees “Attractive, distinctive residential neighborhoods and commercial districts which contribute to the overall vitality, image and identity of the city.
Evidence: The proposed project meets the intent of the goals listed above due to its location near amenities and transit . Further, the design is consistent with the massing and architectural style of the neighborhood.
2) General Plan Policies related to infill development:
Policy 2.22 (Housing and Neighborhoods) states:
“The General Plan’s housing and neighborhood policies and related programs have a dual function: to protect and enhance the quality of the City’s existing housing stock and neighborhoods; and to accommodate a fair and reasonable share of the region’s growth over the next 20 years…”
Policy 2.31.6 (Housing Policies) states:
“New housing shall be constructed at densities and in patterns which conserve land, reduce reliance on the private automobile and result in walkable, attractive neighborhoods.”
Policy 2.31.8 (Housing Policies) states:
“New housing shall be integrated into the fabric of the City in such a way that it complements existing housing areas and contributes to the overall stability, image, and sense of community of the City.”
Policy 2.36 (Existing Neighborhoods) states:
“Limited opportunities exist for new housing within the City’s already - established neighborhoods. The available land supply in these areas consists of a limited number of single- family lots scattered throughout existing neighborhoods, multi -family-designated parcels along Del Monte Boulevard north of Reservation Road, and multiple-use commercial areas in which housing is permitted […]”
10 Policy 2.4.5 (Community Land Use Policies) states:
“Future land development, whether it involves development of new areas, infilling of existing neighborhoods or commercial areas […] shall be organized and have sufficient intensity […] to create a pedestrian-oriented community.”
Evidence: The proposed project is a vacant lot within an existing neighborhood with limited opportunities for development. Developing this lot for six new apartments supports the City’s goal for infill development within existing neighborhoods.
3) General Plan Policy 2.37.1 states:
“Notwithstanding limitations on Floor Area Ratio (FAR) set forth in the General Plan, housing development projects as defined in paragraph (2) of subdivision (h) of Section 65589.5 of the California Government Code, as may be amended, shall be allowed to in crease its FAR as follows:
1. A housing development project of three to seven units shall have a minimum FAR of
1.0:1.”
Evidence: The project is consistent with this policy with six units and a FAR of 0.56.
4) General Plan Policy 2.63.51 states:
“The boundaries of the Downtown Vitalization Area are illustrated in Figure 2.4. Prior to approval of any development other than temporary projects/uses or projects already entitled to be built, a specific plan shall be prepared which legally establishes de velopment, design, and infrastructure requirements in accordance with General Plan principles and policies.”
Evidence: The proposed project is within the Downtown Vitalization Area as illustrated in Figure 2.4. The vision for this site is for the zoning to be multi-family residential.
The applicants have created a specific plan to develop a six -unit apartment building. Therefore, the proposed development is consistent with the intent of the area plan.
Zoning Compliance
Required Findings – Use Permit
For Conditional Use Permits, the City Council (typically the Planning Commission) must make specific findings pursuant to Zoning Ordinance Section 17.58 (Use Permits) , including when making a recommendation to the City Council.
1) That the establishment, maintenance, or operation of the use or building applied for will not under the circumstances of the case, be detrimental to health, safety, peace, morals, comfort, and general welfare of persons residing or working in the neighborhood of such proposed use.
Evidence: The proposed six -unit is consistent with this finding, because it will not be detrimental to health, safety, peace, morals, comfort, and general welfare and will provide additional dwelling units to support the city’s housing needs.
2) That the establishment, maintenance, or operation of the use or building applied for will not under the circumstance of the particular use be detrimental or injurious to property and improvements in the neighborhood or to the general welfare of the city.
11 Evidence: The proposed use is consistent with this finding because the proposed apartment building will improve the building with infill development and utilize the existing infrastructure.
3) The proposal will promote the orderly growth of the community; facilitate the continual upgrading of the community; preserve the natural beauty of Marina while simultaneously protecting the rights of property, and the right of individuals to live, work, and visit a city that is free from the blight.
Evidence: The proposed project is consistent with this finding because it will result in the construction of a six (6) unit apartment building with a new driveway and landscaping.
4) Consistency with 17.04.515 (Open space, common)
“[…] On project sites with an average width of less than one hundred feet, the planning commission or the city council on appeal may allow minor driveways as defined in Section
17.66.020 to be included within the definition of common open space.”
Evidence: The site is less than one hundred feet in width on average and the driveway meets the definition of a minor driveway. Further, the applicant agrees to install permeable pavers or other material for the entry court to demarcate it as both a driveway and open space from the rest of the driveway.
Consistency with AB 2097
AB 2097 requires that jurisdictions cannot set minimum parking standards for residential projects that are within a half mile of a major transit stop and are fewer than twenty (20) units.
Evidence: The proposed project meets the requirements stated above and therefore is consistent with AB 2097. This allows the applicant to reduce the total number of parking spaces to six (6).
Community Design Guidelines Compliance
1. Be unsightly, undesirable, or obnoxious in appearance to the extent that it will hinder the orderly and harmonious development of the City.
Evidence: The proposed project’s architectural style is a two -story ranch style design with some Mediterranean features, which fits into the massing and architectural style of the neighborhood.
2. Impair the desirability of tenancy or investment or occupation in the City.
Evidence: The proposed apartment building will develop a vacant and neglected parcel and improve the site with landscaping. Further, it will be painted with a white trim, and a black shingle roof, which will fit with the existing colors of the neighborhood.
3. Limit the opportunity to obtain the optimum use and value of the land and improvements.
Evidence: The proposed project is the maximum allowable density for a site this size and will be improved with landscaping and infrastructure for the building. 12 4. Impair the desirability of tenancy or conditions on or adjacent to the subject site.
Evidence: The proposed two -story building and massing mitigates impacts to the neighboring properties that a taller building would have.
5. Otherwise adversely affect the general welfare of the community.
Evidence: The proposed project will not adversely affect the general welfare of the community in that it is an infill housing project within an existing neighborhood.
13 EXHIBIT B
CONDITIONS OF APPROVAL
1. Approved Use – The permittee shall execute, construct, and operate the project in accordance with the approved application materials and plans dated August 30, 2023, and modified November 21, 2023, as amended by the following conditions of approval. Any deviation from approvals must be reviewed and approved by staff and may require separate approval from the Planning Commission or the City Council and/or further environmental review.
2. Effective Date, Expiration, and Extensions – This approval shall become effective immediately after the final action of the City Council, except when an appeal period applies pursuant to Marina Municipal Code (MMC) Chapter 17.70 in which case actions shall become effective ten (10) days after the approval date provided that no appeal is filed.
Approval shall expire one year from the final Approval date, or from the date of the final decision in the event of an appeal, unless within such period a complete building permit application has been filed with the Community Development Department, or the authorized activities have commenced in the case of a permit not involving construction. Upon written request and payment of appropriate fees submitted no later than the expiration date of this Approval, the Community Development Director or desig nee may grant a one -year extension of this date, with additional extensions subject to approval by the approving body. Expiration of any necessary building permit or other construction-related permit for this project may invalidate this Approval if said Ap proval has also expired. If litigation is filed challenging this Approval or its implementation, then the time period stated above for obtaining necessary permits for construction and/or commencement of authorized activities is automatically extended for the duration of the litigation.
3. Compliance with Other Requirements – The permittee shall comply with all other applicable federal, state, regional, and local laws, codes, requirements, regulations, and guidelines. Compliance with other applicable requirements may require changes to the approved use and/or plans. These chang es shall be processed in accordance with the procedures contained in Condition #4.
4. Modifications – Any modification to the approved project, site plan, conditions of approval, or use requires consistency review and approval by Planning Staff. Major revisions may require review and approval by the original approving body or a new independent permit.
5. Compliance with Conditions of Approval – The permittee shall be responsible for compliance with all Conditions of Approval. The City reserves the right at any time during construction to require certification by a licensed professional at the permittee’s expense that the as -built project conforms to all applicable requirements. Violation of any term, project description, or Condition of Approval is unlawful and prohibited. In the case of noncompliance with the requirements of a Use Permit, Marina Municipal Code (MMC) Section 17.58.060 allows for the revocation of said permit. The City reserves the right to initiate civil and/or criminal enforcement and/or abatement proceedings where violations are present, consistent with MMC Chapters 1.08, 1.10 and 1.12.
6. Revocation – Where one or more project Conditions of Approval are not met, or where a project was approved on the basis of false material information given willfully, 14 intentionally or negligently by the permittee, the appropriate authority may revoke or modify the approval for the project.
7. Indemnification – To the extent allowable by law, the permittee agrees to hold the City harmless from costs and expenses, including attorney’s fees, incurred by the City or held to be the liability of the City in connection with the City’s defense of its actions in any proceeding brought in any state or federal court challenging the City’s actions with respect to the project. The permittee understands and acknowledges that the City is under no obligation to defend any legal actions challenging the City’s ac tions with respect to the project.
8. Record Retention – The permittee shall retain full and complete copies of all permits and other regulatory approvals issued in connection with the project, including but not limited to conditions of approval, approved plans, and resolutions. In the event the City cannot locate full and complete permits or other regulatory approvals in its official records, and the permittee fails to retain full and complete permits or other regulatory approvals, any ambiguities or uncertainties that would be resolved through an examination of the missing documents will be conclusively resolved against the permittee.
9. Violation of Code – Any person who does any work or uses, occupies or maintains any building or structure, or causes the same to be done, or does any grading, contrary to or in violation of Title 15, Buildings and Construction, or of any of the uniform codes adopted by Title 15 is guilty of an infraction pursuant to Marina Municipal Code (MMC) Section
15.04.060.
10. Site Maintenance – The project site shall be kept in a blight - and nuisance-free condition, and healthy and well -kept landscaping shall be continuously maintained. Any existing blight or nuisance shall be abated within thirty days of approval.
11. Lighting – Exterior lighting fixtures shall be adequately shielded to a point below the light bulb and reflector prevent unnecessary glare onto adjacent properties. Applicant to provide color temperature and lumens for all exterior light fixtures prior to issuance of a building permit. After installation, the Community Development Director or designee shall retain the right to require reduction in the intensity of illumination or change of light color if said illumination creates any undue public nuisance.
12. Waste Receptacles – No storage of trash, recycling, or food waste receptacles shall be permitted within the public right-of-way. Receptacles shall be stored on site and screened from public view. The permittee shall ensure that the requirements of Marina Municipal Code (MMC) Chapter 8.04 pertaining to recycling and solid waste disposal are met.
13. Construction Noise – Unless otherwise authorized, construction activities shall be conducted in compliance with Marina Municipal Code (MMC) Section 15.04.055 and all non-emergency construction or repair work shall be limited to the following schedule:
a. Monday through Saturday: 7 a.m. to 7 p.m.
b. Sunday and holidays: 10 a.m. to 7 p.m. (For the purposes of this section, “holidays” shall include New Year’s Day, July 4th, Thanksgiving and Christmas)
c. During daylight savings time, the hours of construction may be extended to 8 p.m.
15 No construction, tools, or equipment shall produce a decibel level of more than sixty (60) decibels for twenty-five (25) percent of an hour at any receiving property line.
14. Grading Permit – Grading work disturbing at least 50 cubic yards or 2,500 square feet of a property within the City requires a grading permit meeting all requirements of Marina Municipal Code (MMC) Section 8.46.130 regarding stormwater retention. The permittee shall secure a grading permit before beginning grading work.
15. Stormwater Retention – Any development or redevelopment of a property will require on- site retention of stormwater per Marina Municipal Code (MMC) Section 16.06.150.
Retention conditions shall meet the requirements of MMC Section 8.46.130(F).
Maintenance on all stormwater retent ion systems shall meet the requirements of MMC Section 8.46.130(H).
16. Traffic Control Plan – If temporary closure of Palm Avenue or other public right -of-way is required for construction and/or staging, the permittee shall apply and receive an encroachment permit from the Public Works Department, which includes a Traffic Control Plan to be approved by the City Engineer.
17. Archaeology and Inadvertent Discovery – When human remains or other cultural artifacts are exposed, California Health and Safety Code §7050.5 requires that no further excavation or disturbance occurs in the area and that the County of Monterey Coroner is called to verify that the remains are not subject to medical jurisprudence. Within 24 hours of notification, the coroner calls the Nati ve American Heritage Commission (NAHC) if the remains are known or thought to be Native American. The NAHC selects the Most Likely Descendant (MLD) from a rotating list of MLDs. The MLD has 24 hours to respond. All work must halt within a 50 -yard radius of the discovery until an osteologist can examine the remains and a treatment plan for the remains has been provided to the satisfaction of the MLD.
18. Open Space – Applicant agrees to enlarge decks to five (5) feet by ten (10) feet and to submit an updated site plan to staff showing the courtyard area to have permeable pavers or an alternative paving material to demarcate the entry court as an open space prior to the issuance of a building permit.
19. Driveway – Applicant to submit an updated site plan to staff with a walkway included along the driveway to give pedestrian access to the site prior to issuance of a building permit.
16 20. Permit Authorization and Signature – The Use Permit is not valid, and construction shall not commence until the below affidavit is signed and the approved Conditions are returned to the Community Development Department.
a. I attest to the truth and correctness of all the facts, exhibits, maps, and attachments presented with and made a part of the application for the [Insert Project Description].
b. I understand and agree to implement all conditions throughout the duration of the project.
c. I acknowledge that any changes to the conditions of approval would require modification of the conditional use permit by the approval authority.
Permittee’s Name:
Permittee’s Signature: Date:
d. I am the owner of the property involved in this project, and I authorize the person named above to act on my behalf throughout the duration of the project.
Property Owner’s Name:
Property Owner’s Signature: Date:
17 Exhibit C
226 Palm Specific Plan
226 Palm Avenue
Marina, CA
APN: 032-303-046
Prepared for the city of Marina by:
Coats Consulting
P.O. Box 1356
Carmel, CA 93921
18 226 Palm Specific Plan
2 TABLE OF CONTENTS
Executive Summary
Part I: Purpose of the Specific Plan
Goals and Objectives
Authority & Scope
Entitlements
Part 2: Context and Setting:
Existing General Plan & Zoning
Goals & Policies
Zoning Standards
Existing & Surrounding Land Uses
Existing Infrastructure & Public Services
Part 3: Development Standards & Design Guidelines
Part 4: Specific Plan Administration & Implementation
Project Financing
Part 5: Environmental Process
Part 6: Appendix
General Plan Land Use Element Map
City Zoning Map
C-R District Zoning
Project Plans
19 226 Palm Specific Plan
3 226 Palm Avenue
Marina, CA
Specific Plan
Executive Summary
This document provides the Development Plan for an existing 7,487 square foot lot, located at 226 Palm Avenue, in close proximity to the City of Marina, City Hall. This Specific Plan is intended to guide the development of this parcel by accomplishing the following:
• The project objective is to provide a location “walkable” distance from commercial goods and services and within one block of public transit and community recreational facilities.
• To increase density adjacent to existing higher density residential uses to ensure compatibility of adjacent land uses.
• To provide a range of living space opportunities including Studio apartments, 1-bedroom and 2-bedroom apartments.
20 226 Palm Specific Plan
4 226 PALM PROJECT INFORMATION
APN: 032-303-046
Property Size: 7,487 Sq. Ft.
Property General Plan: Commercial / Multiple
Family Residential
Property Zoning: C-R
Number of Units: 6
• 2 Bedroom 1 ½ bath 2
• 1 Bedroom 1 bath 2
• Studio 1 bath 2
Number of Parking Spaces: 6
• Provided: 1 per unit including 1 Handicap Space
• Required: No parking minimum per AB 2097
Lot Coverage (FAR)
• 0.54
Unit Location and Size:
Rear first story:
Two studio units: 384 S.F.
Rear second story:
Two one-bedroom units: 520 S.F.
Front two two-bedroom units: 864 S.F.
1st Floor unit: 352 S.F.
2nd Floor unit: 512 S.F.
Open Space
Common: 1,989 S.F. (including the entry court)
Private: 484 S.F.
Total: 1,989 S.F.
21 226 Palm Specific Plan
5 PROJECT DESCRIPTION:
226 Palm Specific Plan is a multiple family project located in the City of Marina. 226 Palm proposes to construct two 2-bedroom and 1 ½ bath units, two 1-bedroom and 1 bath units and two studio units in a Six-unit apartment located at 226 Palm Avenue, City of Marina. In addition to the construction of a two story 6-Plex building, other improvements on-site will include access drive, parking spaces and landscaped areas along with some private open areas (Refer to Part 6, project site plan and architecture).
The architecture of the proposed 6-Plex has taken into consideration the existing architecture of the remaining home fronting the project site as a guide for the design of the proposed improvements. In this way, the project when completed will appear to be developed as one overall designed project. The following entitlement actions are necessary to be approved prior to the 226 Palm Specific Plan being implemented:
1. Specific Plan Approval
2. Conditional Use Permit
3. Site & Architectural Approval (Part of the Specific Plan Approval)
4. Environmental Clearance
5. Building Permit Approval and Issuance
SITE CHARACTERISTICS:
226 Palm currently is a large lot single family home site which contains two legal lots of record, and comprises 9,500 square feet in size. A single-family home is located on the front of the relatively level site, and fronts on Palm Avenue. The remaining undeveloped lot is located behind the existing R-1 home (See Figure 3, Aerial of Site). The 226 Palm project is located on Palm Avenue, a city designated Local Residential Street. Palm Avenue is intended to serve the residential and commercial uses facing the street as well as providing access from the adjoining neighborhoods to the south, to Del Monte Avenue. The Palm Avenue neighborhood is one that is still in a state of transition. This area was originally a single-family residential area, but has changed to a higher density residential use, commercial use, and is the location of the city fire station site.
22 226 Palm Specific Plan
6 GENERAL PLAN:
The Marina General Plan’s primary purpose is to permit the community to consciously consider and determine their future. “Thus the plan serves as a response to present problems, a framework for achieving future potentialities, and a means to conserve what is generally valued.” The Plan has two major purposes:
• To guide daily and long-term planning and development decisions by the city, in a manner consistent with stated City goals
• To provide clear documentation of the City’s goals and commitments for private developers, homeowners, businesses, investors and other public entities that may want to carry on planning and development activities that will affect Marina
A more detailed listing of General Plan Policies and Goals that apply to the 226 Palm proposal are presented in Part 2, Existing General Plan and Zoning Section, of this Specific Plan. When a Specific Plan is prepared and adopted by the city, it becomes the land use designation for the specific area it represents. It should still embody the General Plan’s purposes as defined previously. The 226 Palm Specific Plan can set its own development standards, such as; setbacks, percentage of use coverages, parking, etc. The proposed project is consistent with the C-R zoning, except for the required number of parking spaces. The proposed project’s parking is consistent with AB 2097, which states that if a project is within a half mile of a major transit stop and the project is less than twenty dwelling units, then the City of Marina cannot impose minimum parking standards. The Specific Plan will be adopted through a resolution and to ensure that it meets the minimum legal requirements, is consistent with the Zoning and the General Plan.
SPECIFIC PLAN GOALS AND OBJECTIVES:
226 Palm is one of 3 remaining properties on Palm Avenue, between Del Monte Avenue and Sunset Avenue that have not been either converted to a multiple family residential or commercial use. All other properties along this block of Palm Avenue are already multiple family, Fire station, or commercial uses. The proposed 226 Palm is intended to develop a project that will change one of the remaining single family/vacant parcels from a single-family lot to a Specific Planned use of 6 total residential units.
The project will include additional entitlement actions:
1. Specific Plan Adoption by Resolution of the City Council
2. Conditional Use Permit
23 226 Palm Specific Plan
7 3. Site & Architectural Approval (Part of the Specific Plan Approval)
4. Environmental Clearance
When all entitlement actions are approved, 226 Palm will be a Multiple Family project, with a new 6-Plex unit on a flag lot that sits behind an existing single-family unit on a standard lot.
The City’s General Plan has the site designated Commercial/Multiple-Use. The adjacent properties are also designated Commercial/Multiple-Use. All properties are currently incorporated into the City of Marina.
The subject property and the adjacent properties are all zoned C-R (Commercial/Multiple-Family Residential District). The C-R Zoning district incorporates a mixture of Commercial and a variety of Residential developments. The subject site is required to submit and process any proposed Multiple Family project as a “Specific Plan” process. As a Specific Plan project, 226 Palm will be establishing its own set of development standards, which may be unique to only this site. Standards of development may include setbacks, height standards, parking ratios, open space ratios, and other related site characteristics. The 226 Palm Specific Plan will act similar to a PUD (Planned Unit Development or Contract Zone) in its implementation.
Under the current C-R zone, 226 Palm is identified as “Conditional Use” as defined in Zoning Code section 17.16.030 – H. Further, in the preceding paragraph, the 226 Palm Specific Plan is consistent with the C-R development standards:
Category: C-R Zone 226 Palm
Standards
_______________________________________________________________________ Bldg. Height: 50’ (35’ Adj. to R-1, R-2 & R-3) 24’2”
Front Yd. Set Back: 10’ 10’
Side Yd. Set Back: 5’ 5’
Rear Yd. Set Back: 10’ 10’
Open Space: 1,900 SF 1,989 SF
Private Open Space: 400 SF 484 SF
24 226 Palm Specific Plan
8 This site and Palm Avenue have full public improvements installed in Palm Avenue, with an existing set of laterals serving the site.
PART 1: PURPOSE OF THE SPECIFIC PLAN
226 Palm Specific Plan represents an implementation of the City of Marina’s goal of having individual projects utilize innovative methods of implementing the overall goals and policies of the City of Marina, within each small or larger project area. It is an interim land use design review approach in an area which will be incorporated into the City of Marina’s new City Center Land Use designation; currently being developed.
The Specific Plan will guide the development of this parcel in such a manner as to encourage compatibility with its surrounding environs along with the City’s goals and policies for residential development. Moreover, 226 Palm will propose site design standards that will take into consideration existing and proposed uses for this area of Marina.
1.1 GOALS AND OBJECTIVES
The following objectives provide the framework on which the Specific Plan is based and addresses the Specific Plan’s function, design goals and intent:
▪ Create a project that is compatible with the existing neighborhood and with the existing single-family unit on the front half of the property. ▪ Use existing architecture of the remaining residential units as the template for the new residential component.
▪ Provide housing opportunities in close proximity to retail services, public transit, open space/recreation, and schools.
▪ Provide a cohesive pattern of land uses within the Specific Plan neighborhood area that is compatible with the existing uses surrounding the site.
▪ Provide for a clear development submittal, review, and approval process
25 226 Palm Specific Plan
9 1.2 AUTHORITY AND SCOPE
California law authorizes cities and counties to adopt Specific Plans in designated areas to implement their General Plan. This Specific Plan has been prepared in accordance with California Governmental Code Sections 65450 et seq. and the applicable ordinances of the City of Marina. Land use standards and regulations contained in this document shall govern future development within the boundaries of this Specific Plan.
Cal. Gov. Code Section: 65451 SPECIFIC PLAN
Texts and Diagrams included in the “Plan”:
1. A specific plan shall include a text and a diagram or diagrams which specify all of the following in detail:
a. The distribution, location, and extent of the uses of land, including open space within the area covered by the plan.
b. The proposed distribution, location, and extent and intensity of major components of public and private transportation, sewage, water drainage, solid waste disposal, energy, and other essential facilities proposed to be located within the area covered by the plan and needed to support the lad uses described in the plan.
c. Standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources, where applicable.
d. A program of implementation measures including regulation, programs, public works projects, and financing measures necessary to carry out paragraphs a, b, & c.
2. The Specific Plan shall include a statement of the relationship of the specific plan to the General Plan.
The 226 Palm Specific Plan is intended to implement the policies outlined in the City of Marina General Plan. The Specific Plan establishes site development standards that replace the development regulations of Chapter 17 of the City Municipal Core for Specific Plan projects. In the event of conflict between the provisions of this document and the City development regulations, the provisions of the Specific Plan shall take precedence. Any issue not directly or specifically covered by 226 Palm Specific Plan shall be subject to the regulations and procedures in the City of Marina Municipal Code.
26 226 Palm Specific Plan
10 LAND USE DEVELOPMENT PLAN:
Property in the Specific Plan Area (SPA) described herein is currently developed with one single family residential unit, fronting onto Palm Avenue. The area is zoned Commercial Residential (C-R) by the City of Marina. The C-R zones are conditionally permitted to support “residential dwellings, including condominium and/or planned development projects” (17.21.030, H). Further noted within the C-R zoning regulations, development of properties in this zone can be solely residential if the site measures less than one acre (17.21.030, B). In the case of 226 Palm, the new developed parcel size is 7,487 sq. ft. in area, which is under the one-acre limitation.
1.3 REQUIRED ENTITLEMENTS:
The proposed project will require City approval of the following entitlements:
1. Adoption of a Specific Plan as required by General Plan Policy 2.63.51 whereby “Prior to approval of any development other than temporary projects/uses or projects already entitled to be built, a specific plan shall be prepared which legally establishes development, design and infrastructure requirements in accordance with General Plan principles and policies” pending adoption of the Downtown Vitalization Specific Plan.
2. Conditional Use Permit: As set forth in the City’s zoning ordinance, 226 Palm is identified as use “Conditional Use”, therefore the proposed project will require the approval of a Conditional Use Permit.
3. Site and Architectural Design Review: for the site plan, elevations, landscape, irrigation, lighting and fencing plans and design of the proposed 6-unit complex. (The proposed Site Plan/Architecture Plan Set is attached in Part 6, Appendix)
4. Environmental Clearance: The entitlements being requested are subject to the California Environmental Quality Act. Based upon the location of the project, an in-fill site, and less than 5 acres, the project will qualify for Categorical Exemption consideration.
27 226 Palm Specific Plan
11 PART 2: CONTEXT AND SETTING
2.1 Existing General Plan and Zoning
Statement of Relationship/Consistency of the Specific Plan to the General Plan
THE CITY OF MARINA GENERAL PLAN POLICY 2.63.51 RQUIRES A SPECIFIC PLAN TO BE PREPARD
PRIOR TO THE APPROVAL OF ANY DEVELOPMENT WITHIN THE DOWNTOWN VITALIZATION AREA UNTIL SUCH TIME AS A SPECIFIC PLAN IS ADOPTED FOR THE ENTIRE PLANNING AREA. THE
SPECIFIC PLAN LEGALLY ESTABLISHED DEVELOPMENT, DESIGN, AND INFRASTRUCTURE STANDARDS IN ACCORDANCE WITH GENERAL PLAN PRINCIPLES AND POLICIES.
A Specific Plan is used to implement and to comply with the City’s General Plan. A Specific Plan is an instrument used by municipal jurisdictions to implement the goals, policies, and actions of the General Plan. However, the Specific Plan provides a greater degree of detail for a proposed development and may override general zoning, land use regulations, standards and criteria for building and site design.
As required by law and described in Section 65451, of the State of California Governmental Code, the Specific Plan shall be consistent with the City of Marina’s General Plan. The goals, policies, and objectives of the General Plan apply within the Specific Plan. This Specific Plan implements the City of Marina General Plan Community Goals by providing specific direction to reflect conditions unique at the site by:
1. Diversifying the Marina Housing stock by providing housing to all economic levels, ages, and lifestyles (Goal 1.81.1)
2. Provide Housing in close proximity to frequent, cost-effective transit services (Goal 1.18.3)
3. Create Housing that can attract pedestrians to easily walk to shops, businesses and community facilities (Goal 1.18.5)
4. Providing intensification of housing stock in the Downtown Vitalization Area, thus making more efficient use of land (Goal 1.18.7)
5. Meet policy 2.63 regarding exclusivity of residential use for lots under one acre with 100% residential development on the subject parcel.
6. General Plan “Housing and Neighborhoods” Policy 2.30 “Opportunities for New Housing”
28 226 Palm Specific Plan
12 ▪ Already-Developed Residential Portions of the City ▪ Compliance with Housing Policies 2.31 – “It is the City of Marina’s intent to promote construction of new housing that is environmentally and socially responsible and that adheres to the remaining policies”. ▪ Compliance with Existing Neighborhoods Policies 2.36 – “Limited opportunities exist for new housing with the City’s already-established neighborhoods. The available land supply in these areas consists of a limited number of Single Family lots scattered throughout existing neighborhood
This Specific Plan implements the City of Marina General Plan Primary Policies by providing specific direction to reflect conditions unique at the site by:
1. Preventing underutilization of land within the City Urban Growth Boundary and encouraging new development to locate within the existing developed portion of Marina (Primary Policy 2.4.2)
2. Promoting infill within an existing neighborhood to help ensure the longer-term feasibility of public transit for work and other purposes, and helping to create a pedestrian-oriented community (Primary Policy 2.4.5)
3. Providing greater housing choice and diversity (Primary Policy 2.4.8)
The 226 Palm Specific Plan is consistent with the Goals and Policies contained within the Marina General Plan pertaining to provisions of housing at varying income levels, promoting pedestrian oriented and friendly development, and establishing community character, vision and identity. The Specific Plan is consistent with the applicable development standards within the Marina Municipal Code (Zoning Ordinance) and/or superseding State laws for multiple family developments, specifically to the requirements of density, parking, and the provision of open space. The project does set forth specific development standards for parking and open space, which are different than those incorporated in the C-R zoning standards. The project established standards shall replace those set forth in the current C-R zoning standards.
The subject property is designated Commercial/Multiple-Family Residential on the City General Plan Land Use Map. The property is currently zoned C-R (Commercial/Multiple- Family Residential) District, which is consistent with its Land Use designation. (Refer to Figure # 9 General Plan Map). 226 Palm is located in the Downtown Vitalization Area. 29 226 Palm Specific Plan
13 2.2 Existing and Surrounding Land Uses:
226 Palm is located on Palm Avenue, between Del Monte Avenue and Sunset Avenue. The subject site is comprised of two existing lots of record. The lot fronting on Palm Avenue is currently occupied by a single-family residential home (Figure # 4 - Existing Site). The remaining back lot, behind the single- family home is vacant. If approved, the 226 Palm Specific Plan will allow construction of 6 new units, (2 - 2 bed, (2 - 1 bed, and 2 studio apartments) to be built. A new driveway access will be constructed as a part of the proposed project to provide access to the 6 new units. When completed, there will be a total of 7 residential units on 224 and 226 Palm Avenue.
The existing neighborhood is comprised of Multiple Family Residential and several remaining single family residential homes. The project site is one half block from City Hall and Del Monte Avenue. Within a one block walk are located commercial goods and services, professional offices, a City Community Center and park, as well as access to Public Transit. The subject property is one of two remaining single family residential lots on Palm Avenue between Sunset and Del Monte Avenues.
Adjacent uses are:
North: Multiple Family Residential
South: Duplex / Multiple and Single Family Residential
East: Multiple Family Residential
West: Duplex / Multiple Family Residential
(Figures # 5 - 8)
2.3 Existing Infrastructure and Public Services:
The City and Marina Coast Water District serve the site by providing sewer, water, and storm drainage infrastructure. A 10-inch sewer main is located in Palm Avenue, fronting the project site. This line connects to a 24-inch line in Del Monte Avenue which ultimately transports sewage to the Marina Coast Water District for treatment. There is adequate line capacity and treatment capacity to provide service to the proposed 6 new residential units.
30 226 Palm Specific Plan
14 Water service is also provided by Marina Coast Water District. An existing 10-inch line is in Palm Avenue, fronting the site and will be used to service the 226 Palm project. The existing water infrastructure is adequate to service the site with domestic water as well as fire prevention needs.
Storm Water and Drainage generated on site is subject to City policies, which require that all on-site storm water shall remain on-site. Therefore, infiltration basins will be constructed within the Specific Plan area to accommodate this requirement.
Gas and Electric services will be provided by Pacific Gas and Electric (PG&E). There are existing overhead power lines and underground gas lines along Palm Avenue, that will serve the project site.
Roadway and sidewalks are installed and front the subject property. 226 Palm Avenue is designated as a Neighborhood Street connecting Sunset Avenue and Del Monte Avenue. Palm Avenue is improved from Sunset Avenue to two properties south of Del Monte Avenue.
Access to the Monterey Salinas Transit (MST) Bus stop location is at the intersection of Palm and Del Monte Avenues, a one block walk from the project site. The Bay Scenic Recreational Trail is located at Del Monte Avenue, west of Cypress Avenue. This is approximately 4 blocks from Palm Avenue.
Police and Fire services are provided by the City of Marina. A Public Safety facility is located on Palm Avenue, less than a minute from the project site.
31 226 Palm Specific Plan
15 PART 3: Development Standards & Design Guidelines
The development standards for property within the C-R zoning district are defined in the city’s Municipal Code, Title 17. State law supersedes the development regulations of Chapter 17 for the setting the minimum parking standard within the City of Marina Municipal Code. The following chart will show the C-R Zoning standards and note AB 2097, which removes the minimum parking requirement for this project.
CATEGORY: C-R Zone 226 Palm
_____________________________________________________________ Minimum Site Area: 6,000 Sq. Ft. 7,487 Sq. Ft.
Building Height: 50’ 25’
Front Yard Set Back: 10’ 10’
Side Yard Set Back: 5’ 5’
Rear Yard Set Back: 10’ 10’
Open Space: 250 sq ft / single room occupancy 1,989 sq ft 300 sq ft / per efficiency or 1 bed units
50 addition sq ft for each additional bedroom
Private Open Space: 80 sq ft for ground 484 sq ft
floor units & 40 sq ft for 2nd floor units
Parking Requirements: Studio & One Bedroom Units: AB 2097 – No 1 sp./unit (covered) minimum
plus 1 sp. /5 units = 4 covered spaces Total Spaces 6
Two Bedroom Unit: (2 covered)
1.5 sp. /unit (4 uncovered)
plus 1 sp./5 units = 3 units (1 ADA space)
Total # of Spaces Required: 8
32 226 Palm Specific Plan
16 PART 4: Specific Plan Administration and Implementation
Implementation of the Specific Plan is carried out by the City of Marina, through the submittal and processing of a non-discretionary process, such as a Building Permit and On and Off-site Improvement plans. The City of Marina Community Development Department is responsible for the administration, implementation and enforcement of the 226 Palm Specific Plan.
Concurrent with the review and approval of the Specific Plan, the City shall amend the City’s General Plan to ensure consistency with the land use described in this Specific Plan. The adoption of the 226 Palm Specific shall be done by Resolution of the City Council. In addition to the General Plan Amendment, the following permits and applications are required to implement the Specific Plan:
1. Payment of all required application and City Impact fees
2. Environmental Clearance
3. Conditional Use Permit
4. Approval of On and Off-site Improvement Plans
5. Encroachment Permit
6. Building Permit
All applicable state and federal standards and codes apply to this Specific Plan. All codes and standards of the City of Marina, with the exception of those standards contained herein, also apply. Infrastructure improvements shall be constructed concurrently with the site development.
Minor Adjustments:
The City of Marina recognizes that the ultimate project may include minor square footage adjustments to buildings. Any such adjustment, as presented in subsequence development applications shall be accompanied by a statistical summary that clearly describes the changes proposed. Such minor adjustments to the Specific Plan can be made to the Specific Plan without a formal Specific Plan Amendment. All Site and 33 226 Palm Specific Plan
17 Architectural Design Review amendments are minor adjustments and do not require review by the City Council. The Community Development Director shall confer with the Chair of the Architectural Design Review Board to determine whether the amendment can be approved administratively or whether the proposal needs to go before the Site and Architectural Design Review Board.
The City of Marina Community Development Department is responsible for the administration, implementation and enforcement of the Specific Plan. All amendments shall be determined by the City of Marina Community Development Director.
4.1 FINANCING:
The property is owned by ICON Development and will be used as collateral in its application for Construction financing. Construction financing will be via conventional financing. When completed, a fixed rate loan will be applied to the project.
ICON Development is a privately owned company, who has been in business for the past eight (8) years. ICON has a working relationship with several Financial Institutions, who have previously financed their development projects and will be used to finance 226 Palm Avenue.
PART 5: Environmental Process
226 Palm Specific Plan is defined by California Environmental Quality Act (CEQA) as a “Project”. As such, it will be subject to CEQA review. The Specific Plan does qualify for a Categorical Exemption under Article 19 Categorical Exemptions, Section 15332. IN-FILL DEVELOPMENT PROJECTS (Class 32)
a. The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations.
b. The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses, c. The project site has no value as habitat for endangered, rare or threatened species.
34 226 Palm Specific Plan
18 d. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
e. The site can be adequately served by all required utilities and public services.
35 226 Palm Specific Plan
19 PART 6: Appendix
• Regional Location Map
• APN map
• Site Aerial Photo
• Existing Site Photo
• Adjacent Use – North
• Adjacent Use – South
• Adjacent Use – East
• Adjacent Use – West
• General Plan – Land Use Element Map
• Zoning Map/C-R Zoning District
• Architecture
• Elevations
• 226 Palm – Project Plans
• Project Information
• Landscape Plans
36 226 Palm Specific Plan
20 37
226 Palm Specific Plan
21 38
226 Palm Specific Plan
22 39
226 Palm Specific Plan
23 40
226 Palm Specific Plan
24 41
226 Palm Specific Plan
25 42
226 Palm Specific Plan
26 43
226 Palm Specific Plan
27 44
226 Palm Specific Plan
28 45
226 Palm Specific Plan
29 46
226 Palm Specific Plan
30 226 Palm Avenue
C-R Zoning Ordinance
47 226 Palm Specific Plan
31 Chapter 17.16
C-R OR COMMERCIAL/MULTIPLE-FAMILY RESIDENTIAL
DISTRICT
Sections:
17.16.010 Generally.
17.16.020 Permitted uses.
17.16.030 Conditional uses.
17.16.035 Limitation on allowable uses.
17.16.040 Accessory uses and buildings.
17.16.050 Minimum building site area.
17.16.060 Residential density limitations.
17.16.070 Building height.
17.16.080 Site width.
17.16.090 Open space.
17.16.100 Front yard.
17.16.110 Side yard.
17.16.120 Rear yard.
17.16.130 Special yards.
17.16.140 Floor area ratio.
17.16.150 Inclusionary housing requirement.
17.16.160 Density bonuses.
17.16.170 Development standards—Mixed use developments.
17.16.180 Parking.
17.16.190 Increased floor area ratio for housing developments of three to ten units.
Prior legislation: Ord. 2004-13; Zoning Ordinance dated 7/94; Ords. 94-3 and 85-4.
48 226 Palm Specific Plan
32 17.16.010 Generally.
The regulations in this chapter shall apply in all C -R districts and shall be subject to the provisions of Chapter 17.42. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.020 Permitted uses.
Uses permitted in the C-R districts shall be as follows:
A. Retail stores and shops conducted within a building, including appliance stores, bakeries (retail only), bookstores, florist shops, food stores, and furniture and millinery shops when incidental to the retail sales of such items, radio sales, shoe shops, hardware stores, department stores, drugstores, nursery or horticulture, photography studios, and other uses which are of similar character to those enumerated and which will not be detrimental or obnoxious to the neighborhood in which they are to be located; B. Offices other than medical establishments;
C. Personal service establishments conducted within a building, including banks, barbershops, beauty parlors, tailor shops, tanning salons, and other establishments of similar character providing services to individuals as a primary use; D. Studios—acting, music, dance, martial arts, etc.;
E. Small residential care homes;
F. Large and small family child care homes pursuant to Section 17.42.135 and day care centers;
G. Home occupations pursuant to Section 17.42.110;
H. Transitional housing pursuant to Section 17.04.711; I. Supportive housing pursuant to Section 17.04.698 and subject to the following review timelines per California Government Code Section 65653(b): The city shall notify the developer whether the application is complete within thirty days of receipt of an application to develop supportive housing in accordance with this section. The city shall complete its review of the application within sixty days after the application is complete for a project with fifty or fewer units, or within one hundred twenty days after the application is complete for a project with more than fifty units; J. Emergency shelters pursuant to Section 17.04.292. (Ord. 2023-07 § 3, 2023; Ord. 2022 -07 § 3 (Exh. A), 2022; Ord. 2020-07 § 2, 2020; Ord. 2011-03 § 6(a), 2011; Ord. 2006-03 § 1 (Exh. A), 2006)
49 226 Palm Specific Plan
33 17.16.030 Conditional uses.
Uses permitted, subject to first securing a use permit in each case, in the C-R districts shall be as follows:
A. Single-room occupancy housing, hotels, and motels;
B. Public and quasi-public uses and buildings, including schools and churches, parks and playgrounds, community or recreational centers, and public utility buildings and uses exclusive of corporate, storage or repair yards;
C. Restaurants, refreshment stands, theaters, pet shops, launderettes, undertaking establishments, used or secondhand goods, professional or trade schools, cleaning and drying establishments, convalescent and skilled nursing facilities, medical/dental clini cs and offices, veterinary clinics, business-service establishments, and other uses of a similar nature which will not be detrimental to the neighborhood in which they are located; D. Indoor commercial recreation facilities;
E. Research-and-development activities when conducted within an office type of environment;
F. Arts and crafts studios;
G. Live-work units subject to the provisions of Section 17.42.150; H. Residential dwellings, including condominium and/or planned development projects subject to the provisions of Chapter 17.66;
I. Multiple-family residential dwellings as part of a mixed use development on a building site; and
J. Large residential care homes or facilities. (Ord. 2020-07 § 2, 2020; Ord. 2011 -03 § 6(b), 2011; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.035 Limitation on allowable uses.
A. If residential use is existing or approved for a site, only those commercial uses identified in Section 17.16.020(A), Permitted uses, shall be allowed on the same site, subject to the approval of the community development director, and those conditional uses listed in this chapter shall not be permitted on said site.
B. Only building sites of less than one acre can be developed for exclusively residential use. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
50 226 Palm Specific Plan
34 17.16.040 Accessory uses and buildings.
Accessory uses and accessory buildings permitted in the C-R districts shall be appurtenant to any permitted use, including small family day care, foster home care, rooming and boarding of not more than two persons, and on-site property management. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.050 Minimum building site area.
Minimum building site area required in the C-R district shall be six thousand square feet. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.060 Residential density limitations.
A. A maximum of twenty-five units per acre for mixed use developments.
B. Twenty to thirty-five units per acre for developments that are exclusively residential.
C. A maximum of forty-three units or bedrooms per acre for building sites developed for hotels, motels, boarding houses, single -room occupancy housing, affordable senior multiple dwellings pursuant to Chapter 17.50, or for similar establishments. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.070 Building height.
Maximum building height limit in the C-R districts shall be fifty feet and four stories except any portion of a building within twenty feet of any lot in an R -1, R-2 or R-3 districts shall be limited to a maximum height of thirty-five feet. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh.
A), 2006)
17.16.080 Site width.
Average building site width required in the C-R districts shall be sixty feet. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.090 Open space.
A. Total Open Space Required. The minimum area of common and private open space required for multiple -family dwellings or three or more single -family dwellings on a building site in the C -R district shall be two hundred fifty square feet per single -room 51 226 Palm Specific Plan
35 occupancy unit, three hundred square feet per efficiency or one-bedroom unit, and fifty additional square feet for each additional bedroom. A portion or all of the required open space shall be private; otherwise it shall be shared in common.
B. Minimum Private Open Space Required. Eighty square feet for ground floor units and forty square feet for second story units and above. (Ord. 2020-07 § 2, 2020; Ord. 2006 -03 § 1 (Exh. A), 2006)
17.16.100 Front yard.
Minimum front yard required in the C -R districts shall be ten feet, all of which shall be landscaped except for driveways and pedestrian walkways. (Ord. 2020-07 § 2, 2020; Ord. 2006- 03 § 1 (Exh. A), 2006)
17.16.110 Side yard.
Minimum side yard required in the C -R districts shall be five feet except where the side yard abuts a street, in which case the required side yard shall be ten feet. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.120 Rear yard.
Minimum rear yard required in the C -R districts shall be ten feet, except where the rear yard abuts any lot in the R-1 or R-2 district, in which case the required rear yard shall be twenty feet. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.130 Special yards.
Special yards required for dwelling groups in the C-R districts shall be as follows:
A. In case the buildings of the group are so located on the lot that the rears thereof abut upon one side yard and the fronts thereof abut upon the other side (i.e., in a single row side to side series) the side yard providing pedestrian access shall have a width of not less than twelve feet;
B. No building in any group shall be so located on the lot that the rear thereof abuts on any street line;
C. Distances required between buildings on the same lot and as yards and courts for dwelling groups shall be increased by two feet for each story that the height of any 52 226 Palm Specific Plan
36 building or dwelling group exceeds two stories. (Ord. 2020-07 § 2, 2020; Ord. 2006 -03 § 1 (Exh.
A), 2006)
17.16.140 Floor area ratio.
Floor area ratio in the C -R district shall not exceed 0.90 and shall not be less than 0.25. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.150 Inclusionary housing requirement.
Inclusionary housing in conformance with the Marina General Plan Housing Element and the Marina Municipal Code shall be provided for all residential developments or projects, including condominium conversions, with at least twenty dwelling units. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.160 Density bonuses.
Density bonuses may be requested pursuant to Sections 65915 through 65918 of the California Government Code and in conformance with the Marina General Plan Housing Element and the Marina Municipal Code. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.170 Development standards—Mixed use developments.
A. Siting. Residential units located within mixed use developments shall be sited either:
(1) within the same building as commercial uses on the site and located above said commercial uses; or (2) within a separate building located to the rear of approved commercial building(s) and uses but located on the same building site as said commercial uses.
B. Residential Floor Area Limitation. Floor area for residential use shall not exceed seventy percent of the total gross floor area of a mixed use development.
C. Reduced Parking. Notwithstanding the parking requirements of Chapter 17.44, no covered or guest parking shall be required for residential uses that are part of a mixed use development.
D. Site and Architectural Design Review. The design review approval of mixed use projects shall be based upon the following criteria:
1. Promoting internal compatibility between the different uses on the same site; 53 226 Palm Specific Plan
37 2. Minimizing effects potentially detrimental to on -site or neighboring residential use such as, but not limited to, potential noise, glare and odors;
3. Ensuring that the design of residential units of a mixed use development is of a residential character, and that privacy between residential units and between other uses on the site is maximized through careful siting and design;
4. Encouraging integration of the street pedestrian environment with retail commercial uses on the site through the use of plazas, courtyards, walkways, and street furniture. (Ord. 2020-07 § 2, 2020; Ord. 2006-03 § 1 (Exh. A), 2006)
17.16.180 Parking.
Parking in the C -R district shall be as provided in Chapter 17.44, except as otherwise provided herein and by Section 17.16.170:
A. Off-street parking can be reduced to a rate of 0.8 parking space per unit upon approval by the planning commission for residential dwellings restricted to seniors sixty-two years of age or older, for dwelling units affordable to lower income households over and above that required to meet a development’s inclusionary requirement, and for housing for disabled persons.
B. Off-street parking for residential dwellings with a density of at least twenty-five units per acre may be reduced to a rate of one parking space per unit if the building site is located within one-fourth mile of a transit center, or if the combination of commercial and residential uses supports shared parking as supported by a parking demand study submitted in conjunction with the entitlement application. (Ord. 2020-07 § 2, 2020; Ord. 2006- 03 § 1 (Exh. A), 2006)
17.16.190 Increased floor area ratio for housing developments of three to ten units.
A housing development project, as defined in California Government Code Section 65589.5, that is in the C-R zoning district shall be allowed to increase its FAR as follows:
A. A housing development project of three to seven units shall have a minimum FAR of
1.0:1.
B. A housing development project of eight to ten units shall have a minimum FAR of
1.25:1.
54 226 Palm Specific Plan
38 C. This section shall not apply within a historic district or property included on the State Historic Resources Inventory, as defined in California Public Resources Code Section 5020.1, or within a site that is designated or listed on the city’s historic inventory. (Ord. 2023-02 § 2, 2023)
The Marina Municipal Code is current through Ordinance 2023 -10, passed September 6, 2023.
Disclaimer: The city clerk’s office has the official version of the Marina Municipal Code.
Users should contact the city clerk’s office for ordinances passed subsequent to the ordinance cited above.
City Website: cityofmarina.org
Hosted by Code Publishing Company, A General Code Company.
55 226 Palm Specific Plan
39 Figure #11
Project Architecture
Elevations
(On Separate Sheet)
56 226 Palm Specific Plan
40 Figure #12
226 Palm Ave Project
Plan Set
(On Separate Sheet)
57 226 Palm Specific Plan
41 Figure #13: Project Information
58 226 Palm Specific Plan
42 Figure #14
Landscape Plans
(On Separate Sheet)
59 i I I ' !
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DATE DESCRIPTION --
2/2512023 SITE PLAN
2125/2023 ELEVATIONS
212512023 ELEVATIONS
2125/2023 PROPOSED 1 5T FLOOR PLAN
2125/2023 PROPOSED 2•• FLOOR PLAN
2125/2023 ELECTRICAL 1ST FLOOR PLAN
2/2512023 ELECTRICAL 2•• FLOOR PLAN
2125/2023 CONCEPTUAL FOUNDATION PLAN
2/2512023 ROOF PLAN
2125/2023 CROSS SECTIONS
2/2512023 DETAIL SHEET "A"
212512023 DETAIL SHEET "B"
2/2512023 ADA DETAIL SHEET
--
LAND SURVEYOR ENGINEER
TOPO
HARDY FRAME PRODUCTS
ANCHORAGE DETAILS HFX PANELS--- -
FRAMING DETAILS HFX PANELS
FLOOR SYSTEM DETAILS HFX PANELS
CML ENGINEER
GRADING & DRAINAGE PLAN
SECTION & DETAILS
29 AWRCl!UE
I LOCKE-PADOON SECOND
SUBDIVISION Of
M:C.L
01..0CKS A, 8 &: C
I GENERAL NOTES
1. THIS PROJECT SHALL COMPLY WITH THE FOLLOWING BUILDING CODES .. . . . . 2022 CALIFORNIA BUILDING STANDARD CODES
DESCRIPTION
2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
(THE CURRENT CODES ADOPTED, AS AMENDED BY THE CITY OF CUPERTINO)
2. INTERPRETATION OF DRAWINGS-FOR ARRANGEMENT OF FLOORS, GENERAL FINISH AND MEASUREMENTS, REFERENCE MUST BE MADE TO THE DRAWINGS. SHOULD ANY DIFFERENCE APPEAR BETWEEN SCALE MEASUREMENT AND FIGURES OR BE1\NEEN WORKING OF SPECIFICATIONS AND LETTERING ON DRAWINGS, THE SPECIFICATION SHALL IN ALL CASES TAKE PRECEDENCE. IF ANY ERROR THAT IS NOT EXPLAINED EITHER BY REFERENCE TO THE
DRAWINGS OR SPECIFICATIONS BECAMES APPARENT, THE CONSTRACTOR SHALL REFER THEM TO THE DRAFTSMAN DESIGNER FOR CORRECTION BEFORE PROCEEDING WITH THE WORK (CONTRACTOR IS NOT TO SCALE DRAWINGS).
DRAWINGS DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS
3. ERRORS AND OMISSIONS: IN THE EVENT THAT AN ACUTE ERRORS OR OMISSIONS MAY EXIST ON THE PLAN, IT SHALL
BE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE DESIGNER/DRAFTMAN PRIOR TO THE
COMMENCEMENT OF WORK, FAILURE TO DO SUCH, WILL RELIEVE DESIGNER OF RESPONSIBILITY COMMENCEMENT OF WORK, FAILURE TO DO SUCH WILL RELIEVE DESIGNER OF RESPONSIBILITY. •••• PROJECT INFORMATION ••••
THIS PROJECT SHALL COMPLY WITH THE FOLLOWING BUILDINGS CODES 2022 CALIFORNIA BUILDING STA NDARDS CODE
2022 CALIFORNIA BUILDING CODE
DE!£_R_!PTION __
2022 CALIFORNIA FIRE CDDE
----
2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
COUNTY AMENDMENT TO THE CALIFORNIA BUILDING STANDARDS CODES (AND ALL STATE OF CALIFORNIA CITY COUNTY & MUNICIPAL CODES)
PROJECT PROPOSAL
1 .... PROPOSED 6 UNIT RESIDENTIAL COMPLEX
PROJ. LOC/OWNER PROPERTY INFORMATION
HBD APARTMENTS A) PARCEL NUMBER .. 032 - 303 • 046
226 PALM AVENUE
MARINA, CA. 93933
PHONE: (831) 601 • 6861 B) ZONING DISTRICT .. C•R
(RESIDENTIAL /
COMMERCIAL)
PARKING C) CURRENT LOT SIZE . 7,487 S.F .
6 PARKING MINIMUM PROVIDED (2 LOTS COMBINED)
D) GENERAL PLAN: .... COMMERCIAL I
MULTIPLE FAM. 1 PARKING SPACE FOR EACH UNIT
INCLUDING 1 HANDICAP PARKING SPACE RESIDENTIAL
CBC 2022 / CONSTRUCTION INFORMATION
A) CONSTR UCTION TY PE: •... VB C) OCCUPANCY GROUP: •... . R-3/U B) NUMBERS OF ST ORIES: •••• 2 D) SPRINKLERS: ••..•••..•• ,REQUIRED BUILDING SQ. RG/LOT COVERAGE/FLOOR AREA RATIO lFARI
TWO STORY, SIX-UNITS
UNIT LOCATION AND SIZE OPEN SPACE:
REAR FIRST STORY:
TWO STUDIO UNITS: 384 S.F.
REAR SECOND STORY:
TWO ONE-BEDROOM UNITS: 520 S.F.
COMMON: 1,989 S.F.
PRIVATE: 328 S.F.
TOTAL: 1,989 S.F.
1ST FLOOR UNIT: 352 S.F.
2ND FLOOR UNIT: 512 S.F.
SCOPE OF WORK
A) PROPOSED 6 UNIT RESIDENTIAL COMPLEX
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DRAWN: BRA
JOB:
1 OF 5Hf!E1S
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FRONT TWO TWO-BEDROOM UNITS: 864 S.F.
60 SHEETSOF
JOB:
DRAWN:
SCALE: 1 / 4" = 1'-0"
BRA
DATE: 02-21-2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
DATE:
REVISIONS
2 G E N E R A L N O T E S
3.ERRORS AND OMISSIONS. IN THE EVENT THAT AN ACUTE ERROR OR OMISSION MAY EXIST ON
THE PLAN IT SHALL BE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE DESIGNER, DRAFTSMAN PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO DO SUCH, WILL RELIEVE DESIGNER OF RESPONSIBILITY.
2.INTERPRETATION OF DRAWINGS FOR ARRANGEMENT OF FLOORS, GENERAL FINISH, AND
MEASUREMENTS, REFERENCE MUST BE MADE TO THE DRAWINGS, SHOULD ANY DIFERENCE
APPEAR BETWEEN SCALE MEASUREMENT AND FIGURES OR BETWEEN WORDING OF SPECIFICATIONS & LETTERING ON DRAWINGS. THE SPECIFICATION SHALL IN ALL CASES TAKE PRECEDENCE . IF ANY ERROR THAT IS NOT EXPLAINED EITHER BY REFERENCE TO THE DRAWINGS.
CONTRACTOR TO INFORM DRAFTSMAN DESIGNER, FOR CORRECTION BEFORE PROCEEDING WITH THE WORK (CONTRACTOR IS NOT TO SCALE DRAWINGS).
1. PLANS TO COMPLY WITH CONVENTIONAL CONSTRUCTION PROVISIONS AS STATED IN 2022 CALIFORNIA RESIDENTIAL, BUILDING, MECHANICAL, PLUMBING, ELECTRICAL AND
ENERGY CODES AS AMENDED BY STATE OF CALIFORNIA AND ALL CITY & MUNICIPAL CODES (PROJECT LOCATED TO SPECIFY SEISMIC DESIGN CATEGORY E.)
4.SITE PLAN LAYOUT : IN THE EVENT THERE MAY BE DISCREPINCIES BETWEEN THE DIMENSIONS
ON THE SITE PLAN AND THE ACTUAL DIMENSIONS OF THE LOT AND IT'S SETBACKS, IT WILL BE THE
OWNER'S RESPONSIBILITY TO PROVIDE A LEGAL SURVEY TO CONFIRM THE ACCURACY OF THE PROPERTY SIZE AND LAYOUT.. ALL SITE PLANS, AS DRAWN ARE FOR REFERENCE AND SHOULD
NOT BE LOOKED UPON AS AN OFFICIAL DOCUMENT
1. ASPHALT SHINGLES SHALL BE INSTALLED OVER ONE LAYER OF 15 POUND FELT ON ROOFS WITH A MIN SLOPE OF 3:12..ASPHALT SHINGLES MAY BE INSTALLED ON ROOFS WITH A MIN SLOPE OF 2:12 PROVIDED THE SHINGLES
ARE APPROVED SELF SEALING OR ARE HAND SEALED AND THE UNDER LAYMENT SHALL CONSIST OF 2 LAYERS OF 15 POUND FELT INSTALLED SHINGLE FASHION..MAX LAYERS ON A SHINGLE ROOF SHALL NOT EXCEED 3
2. ALL PLUMBING VENTS TO BE A MINIMUM 10 FEET AWAY FROM, OR AT LEAST 3 FEET ABOVE ANY OPERABLE SKYLIGHTS PER CPC 906.2.
3. SITE ADDRESS NUMBERS.....BUILDINGS SHALL HAVE APPROVED ADDRESS
NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION
PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR OR ROAD FRONTING THE PROPERTY..THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.. ADDRESS NUMBERS OR
ALPHABETICAL LETTERS..NUMBERS SHALL BE A MINIMUM OF 4" ( 102 MM ) HIGH WITH A MINIMUM STROKE WIDTH OF 1 / 2 " INCH ( 12.7 MM ).. WHERE
ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS
CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER
SIGN MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE
.
1`......STUDS OR SHEATING OF ALL EXTERIOR WALLS SHALL BE WEATHER PROTECTED WITH 15 POUND ASPHALT SATURATED FELT OR OTHER APPROVED WATERPROOF PAPER. SUCH PAPER SHALL BE APPLIED IN WEATHER BOARD FASHION, LAPPED NOT LESS THAN 2" AT HORIZONTAL JOINTS AND NOT LESS THAN 6" AT VERTICLE JOINTS..
2...... WHERE STUCCO IS APPLIED OVER EXTERIOR SHEATING THERE SHALL BE TWO LAYERS OF GRADE "D" BUILDING PAPER. BUILDING PAPER MAY BE OMMITED IN THE FOLLOWING : ...
A)....WHERE THERE IS NO HUMAN OCCUPANCY
B) ...WHERE EXTERIOR COVERING IS OF APPROVED W.P. MATERIAL
OVER WATER REPELLENT SHEATING
C)....WHERE EXTERIOR COVERING IS F APPROVED W.P. PANELS 3 ......
STUCCO SHALL BE 7 / 8" THICK AND THREE COATS APPLIED OVER APPROVED WIRE LATH AND TWO LAYERS OF GRADE D BUILDING PAPER. PROVIDE WEEP CREED 4 ...... SIDING SHALL BE APPLIED OVER ONE LAYER OF GRADE D BUILDING PAPER 5 ...... PROVIDE A SPARK ARRESTOR FOR ANY NEW OR EXISTING CHIMNEY
G E N E R A L E X T E R I O R N O T E S
E X T E R I O R W E A T H E R
P R O T E C T I O N N O T E S
1. CLEARANCE BETWEEN WOOD SIDING, FRAMING MEMBERS,
INCLUDING SHEATHING, AND EARTH ON THE EXTERIOR OF
A BUILDING SHALL NOT BE LESS THAN 6" OR LESS THAN 2"
MEASURED VERTICALLY FROM
EXTERIOR BUILDING NOTES
2. WHERE ROOF GUTTERS ARE INSTALLED, THE DOWN SPOUTS
SHALL BE PROPERLY TERMINATED WITH A SPLASH BLOCK
AND SHALL CARRY WATER AWAY FROM THE FOUNDATIONS
PER CITY ORDINANCE. ORDINANCE. CLARIFY IF THERE ARE
NEW GUTTERS AT NEW ADDITION
A) WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER (R703.7.3)
B) PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS
THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE
PRESSURE-PRESERVATIVE TREATED WOOD OR DECAY-RESISTANT
WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING (R703.7.2.) C) A MINIMUM 26 GA. GALVANIZED CORROSION -RESISTANT WEEP SCREED WITH: (R703.7.2.1)
1. . A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES
PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE AT ALL
EXTERIOR WALLS
2. . THE SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE PAVED AREA.
EXTERIOR PLASTER AND STUCCO NOTES
8'-0"
16'-0"
(N) 3 COATS
STUCCO
GRADEGRADE
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
FRONT ELEVATION (WEST)
SCALE: 1/4" = 1'-0"
8'-0"
16'-0"
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
GRADE GRADE
12 6
8'-0"
8'-0"
RIGHT SIDE ELEVATION (SOUTH)
SCALE: 1/4" = 1'-0"
GRADE GRADE GRADE
CLASS "A" RATED
COMPOSITION ROOFING
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
EXTERIOR CROWN
MOLDING
CROWN MOLDING
CROWN MOLDING
PORCH
2x4 TRIM
2x4 TRIM
2x4 TRIM
4 X 8 TRIM BAND
4 X 8 TRIM BAND4 X 8 TRIM BAND
2x4 TRIM
2x4 TRIM
PROPOSED 6 UNIT RESIDENTIAL
COMPLEX
9'-0"
24'-2"
2x4 TRIM
12 6
CLASS "A" RATED
COMPOSITION ROOFING
CLASS "A" RATED
COMPOSITION ROOFING
CLASS "A" RATED
COMPOSITION ROOFING
9'-0"
9'-0"
24'-2"
18'-0"
2'-0"
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
3'-6"
3'-6"
61 SHEETSOF
JOB:
DRAWN:
SCALE: 1" = 10'-0"
BRA
DATE: 2 -20 -2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
DATE:
REVISIONS
3 GRADEGRADE
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
REAR ELEVATION (EAST)
SCALE: 1/4" = 1'-0"
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
GRADE GRADE
12 6
3'-0"
8'-0"
8'-0"
12 6
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
(N) 3 COATS
STUCCO
GRADE GRADE GRADE
PORCH
EXTERIOR CROWN
MOLDING
FIN. FLOOR
FIN. FLOOR
T.P. T.P.
2x4 TRIM
2x4 TRIM
2x4 TRIM
2x4 TRIM
4 X 8 TRIM BAND
2 X 4 TRIM BAND
CROWN MOLDING
LEFT SIDE ELEVATION (NORTH)
SCALE: 1/4" = 1'-0"
G E N E R A L N O T E S
3. ERRORS AND OMISSIONS. IN THE EVENT THAT AN ACUTE ERROR OR OMISSION MAY EXIST ON
THE PLAN IT SHALL BE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE DESIGNER, DRAFTSMAN PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO DO SUCH, WILL RELIEVE DESIGNER OF RESPONSIBILITY.
2. INTERPRETATION OF DRAWINGS FOR ARRANGEMENT OF FLOORS, GENERAL FINISH, AND
MEASUREMENTS, REFERENCE MUST BE MADE TO THE DRAWINGS, SHOULD ANY DIFERENCE
APPEAR BETWEEN SCALE MEASUREMENT AND FIGURES OR BETWEEN WORDING OF SPECIFICATIONS & LETTERING ON DRAWINGS. THE SPECIFICATION SHALL IN ALL CASES TAKE PRECEDENCE . IF ANY ERROR THAT IS NOT EXPLAINED EITHER BY REFERENCE TO THE DRAWINGS.
CONTRACTOR TO INFORM DRAFTSMAN DESIGNER, FOR CORRECTION BEFORE PROCEEDING WITH THE WORK (CONTRACTOR IS NOT TO SCALE DRAWINGS).
1. PLANS TO COMPLY WITH CONVENTIONAL CONSTRUCTION PROVISIONS AS STATED IN 2022 CALIFORNIA RESIDENTIAL, BUILDING, MECHANICAL, PLUMBING, ELECTRICAL AND
ENERGY CODES AS AMENDED BY STATE OF CALIFORNIA AND ALL CITY & MUNICIPAL CODES (PROJECT LOCATED TO SPECIFY SEISMIC DESIGN CATEGORY E.)
4. SITE PLAN LAYOUT : IN THE EVENT THERE MAY BE DISCREPINCIES BETWEEN THE DIMENSIONS
ON THE SITE PLAN AND THE ACTUAL DIMENSIONS OF THE LOT AND IT'S SETBACKS, IT WILL BE THE
OWNER'S RESPONSIBILITY TO PROVIDE A LEGAL SURVEY TO CONFIRM THE ACCURACY OF THE PROPERTY SIZE AND LAYOUT.. ALL SITE PLANS, AS DRAWN ARE FOR REFERENCE AND SHOULD
NOT BE LOOKED UPON AS AN OFFICIAL DOCUMENT
1. ASPHALT SHINGLES SHALL BE INSTALLED OVER ONE LAYER OF 15 POUND FELT ON ROOFS WITH A MIN SLOPE OF 3:12..ASPHALT SHINGLES MAY BE INSTALLED ON ROOFS WITH A MIN SLOPE OF 2:12 PROVIDED THE SHINGLES
ARE APPROVED SELF SEALING OR ARE HAND SEALED AND THE UNDER LAYMENT SHALL CONSIST OF 2 LAYERS OF 15 POUND FELT INSTALLED SHINGLE FASHION..MAX LAYERS ON A SHINGLE ROOF SHALL NOT EXCEED 3
2. ALL PLUMBING VENTS TO BE A MINIMUM 10 FEET AWAY FROM, OR AT LEAST 3 FEET ABOVE ANY OPERABLE SKYLIGHTS PER CPC 906.2.
3. SITE ADDRESS NUMBERS.....BUILDINGS SHALL HAVE APPROVED ADDRESS
NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION
PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR OR ROAD FRONTING THE PROPERTY..THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.. ADDRESS NUMBERS OR
ALPHABETICAL LETTERS..NUMBERS SHALL BE A MINIMUM OF 4" ( 102 MM ) HIGH WITH A MINIMUM STROKE WIDTH OF 1 / 2 " INCH ( 12.7 MM ).. WHERE
ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS
CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER
SIGN MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE
.
1`......STUDS OR SHEATING OF ALL EXTERIOR WALLS SHALL BE WEATHER PROTECTED WITH 15 POUND ASPHALT SATURATED FELT OR OTHER APPROVED WATERPROOF PAPER. SUCH PAPER SHALL BE APPLIED IN WEATHER BOARD FASHION, LAPPED NOT LESS THAN 2" AT HORIZONTAL JOINTS AND NOT LESS THAN 6" AT VERTICLE JOINTS..
2...... WHERE STUCCO IS APPLIED OVER EXTERIOR SHEATING THERE SHALL BE TWO LAYERS OF GRADE "D" BUILDING PAPER. BUILDING PAPER MAY BE OMMITED IN THE FOLLOWING : ...
A)....WHERE THERE IS NO HUMAN OCCUPANCY
B) ...WHERE EXTERIOR COVERING IS OF APPROVED W.P. MATERIAL
OVER WATER REPELLENT SHEATING
C)....WHERE EXTERIOR COVERING IS F APPROVED W.P. PANELS 3 ...... STUCCO SHALL BE 7 / 8" THICK AND THREE COATS APPLIED OVER APPROVED WIRE LATH AND TWO LAYERS OF GRADE D BUILDING PAPER. PROVIDE WEEP CREED 4 ...... SIDING SHALL BE APPLIED OVER ONE LAYER OF GRADE D BUILDING PAPER 5 ...... PROVIDE A SPARK ARRESTOR FOR ANY NEW OR EXISTING CHIMNEY
G E N E R A L E X T E R I O R N O T E S
E X T E R I O R W E A T H E R
P R O T E C T I O N N O T E S
1. CLEARANCE BETWEEN WOOD SIDING, FRAMING MEMBERS,
INCLUDING SHEATHING, AND EARTH ON THE EXTERIOR OF
A BUILDING SHALL NOT BE LESS THAN 6" OR LESS THAN 2"
MEASURED VERTICALLY FROM
EXTERIOR BUILDING NOTES
2. WHERE ROOF GUTTERS ARE INSTALLED, THE DOWN SPOUTS
SHALL BE PROPERLY TERMINATED WITH A SPLASH BLOCK
AND SHALL CARRY WATER AWAY FROM THE FOUNDATIONS
PER CITY ORDINANCE. ORDINANCE. CLARIFY IF THERE ARE
NEW GUTTERS AT NEW ADDITION
A) WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER (R703.7.3)
B) PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS
THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE
PRESSURE-PRESERVATIVE TREATED WOOD OR DECAY-RESISTANT
WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING (R703.7.2.) C) A MINIMUM 26 GA. GALVANIZED CORROSION -RESISTANT WEEP SCREED WITH: (R703.7.2.1)
1. . A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES
PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE AT ALL
EXTERIOR WALLS
2. . THE SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE PAVED AREA.
EXTERIOR PLASTER AND STUCCO NOTES
5'-0"
2x4 TRIM
CROWN MOLDING
CLASS "A" RATED
COMPOSITION ROOFING
CLASS "A" RATED
COMPOSITION ROOFING
CLASS "A" RATED
COMPOSITION ROOFING
CLASS "A" RATED
COMPOSITION ROOFING
9'-0"
24'-2"
9'-0"
9'-0"
24'-2"
9'-0"
3'-8"
2'-0"
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
36" HAND RAIL
3'-6"
PROVIDE & INSTALL 3'-6" WIDE WOOD
STAIRCASE w/ 15RISERS @ 7 3/4" MAX
EACH & 15 TREADS @10" MIN. EACH..
CANTILEVER FLOOR JOISTS FOR DECK
FLOOR CONNECTION ( ALL WOOD MEMBERS
TO BE PRESSURE TREATED ) SEE
ALSO STAIR DETAIL
2x4 TRIM
PROPOSED 6 UNIT RESIDENTIAL
COMPLEX
62 SHEETSOF
JOB:
DRAWN:
SCALE: 1/4" = 1'-0"
BRA
DATE:2 -20 -2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
DATE:
REVISIONS
4 PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
RESIDENTIAL EGRESS WINDOWS (2022 CBC) EMERGENCY
ESCAPE AND RESCUE
In addition to the above requirement, the net clear openable height dimension shall be a minimun of 24 minimum figures will not obtain the required 5.7 square feet.) inches. The net clear openable width dimension shall be a minimum of 20 inches (Note: using both The net clear openable area shall be no less than 5.7 square feet (5 square feet for grade floor openings and basement window wells ).
Such openings shall open directly into a public way or to a yard or court that opens to public way.
Because so many fire deaths occur when occupants of residential buildings are asleep at the time of a fire, the 2022 California Building Code (CBC), Section 1029 requires that:
44" MAX. FROM BOTTOM OF
CLEAR OPENING TO FLOOR
IN EGRESS WINDOWS IN
SLEEPING ROOMS
OPENABLE
AREA EQUALS
5.7 SQ. FT.
MINIMUM SIZE WINDOW
FOR A 20" CLEAR WIDTH
20"
OPENING WIDTH
Shall have at least one operable window or exterior door opening approved for emergency escape and rescue.
Basements in dwelling units and
Every sleeping room below the fourth story
41"
FLOOR
OPENABLE AREA EQUALS
5.7 SQ. FT. MIN
MINIMUM SIZE WINDOW
FOR A 24" CLEAR HEIGHT
CLEAR MIN.
24"
CLEAR MIN.
34" CLEAR OPENING WIDTH
CLEAR
PLUMBING NOTES:
(ALL NEW ELECTRICAL WORK TO CONFORM TO ...CALIFORNIA
PLUMBING CODE, NATIONAL EDITION 2022).
A... ALL WORK SHALL BE PERMITTED AND INSPECTED BY THE CITY BUILDING DEPT. AND PLUMBING DEPT.
B... ALL FAUCETS ON ALL SINKS AND FLUSH VALVES ON ALL TOILETS
SHALL HAVE A FLOW RATE IN COMPLIANCE WITH THE STATE OF
CALIFORNIA C.E.C. CONSERVATION STANDARDS.
C... ALL PLUMBING WALLS TO BE 2 x @ 16" O.C. WALL CONSTRUCTION. (UNLESS OTHERWISE NOTED).
D... ALL NEW HOT AND COLD WATER LINES SHALL BE COPPER PIPE FOR THIS TYPE OF WORK, USE APPROVED CONNECTORS.
E... PLUMBING SIZE REQUIRED:
1) TOILETS..............3" MIN. WASTE
2)
SHOWERS..........2" MIN. WASTE
3) SINKS..................2" MIN. WASTE
4) TUBS...................2" MIN. WASTE
5) HOT / COLD
WATER LINES.....3/4" MIN. COPPER
F... PLUMBING VENTS AND CLEANOUTS
1) VENT PIPE TO BE MIN. 2" DIAMETER VENT THRU ROOF MAX. (4)
FOUR FIXTURES PER VENT.
G... PROVIDE AT EACH ROOF VENT. A 26 GAGE, GALVANIZED STEEL, FLASHING WITH 6" SKIRTS.
H... CLEANOUTS SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS
OR WHERE REQUIRED BY CODE AND AT ALL BENDS, ANGLES AND
UPPER TERMINALS. TOPS OF COVER PLATES SHALL BE FLUSH WITH THE FINISHED FLOOR OR GRADE.
I... ALL WALLS BEHIND SHOWERS AND TUBS TO HAVE APPROVED WATER
PROOF GREEN BOARD OR WONDER BOARD OVER STUDS PRIOR TO
INSTALLATION OF FIXTURES AND FINAL LAYER OF ENAMEL BASE PAINT OR VINYL TILE BACKING.
J... TOILETS: PROVIDE 30" CLEAR WIDTH FOR WATER CLOSET COMPARTMENTS AND 24" MIN. CLEARANCE IN FRONT OF WATER CLOSET.
K... WATER HEATERS: SHALL BE PROVIDED WITH PRESSURE TEMPERATURE RELIEF VALVE WITH DRAIN TO OUTSIDE.
L... ALL NEW & EXISTING WATER HEATERS TO BE SEISMIC STRAPPED TO WALL AT TOP AND BOTTOM WITH 26 GAUGE GAUGE METAL STRAPS PER CBC 2022.
PROPOSED 1ST FLOOR PLANS
SCALE: 1/4" = 1'-0"
CEILING ................22" x 30" MIN. W/30" CLEAR HEIGHT.
WINDOW............... APPROVED DOUBLE GLAZED
FLOOR ................ R-19 FLOOR INSULATION
NOTE: ALL OPENING, ALL DOORS, WINDOWS, ETC. TO BE CALUKED OR FULLY WEATHER STRIPPED.
3. ALL GLAZING IN OR WITHIN 36" OF DOORS, OVER 9 SQUARE FEET AND WITHIN 18" OF FLOOR AND ALL GLAZING IN SHOWERS OR BATHTUBS TO BE SAFETY GLASS.
6.WINDOWS / BATHROOM NOTES
2. ALL HEADERS USED OVER DOORS, WINDOW AND ANY NECESSARY OPENINGS TO BE 4 x 12 DF# 1 OR BETTER, UNLESS OTHERWISE SPECIFIED.
5.SUPPLEMENT TO TITLE 24 FOR RESIDENTIAL ADDITIONS.
G E N E R A L N O T E S
3.ERRORS AND OMISSIONS. IN THE EVENT THAT AN ACUTE ERROR OR OMISSION MAY EXIST ON
THE PLAN IT SHALL BE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE DESIGNER, DRAFTSMAN PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO DO SUCH, WILL RELIEVE DESIGNER OF RESPONSIBILITY.
2.INTERPRETATION OF DRAWINGS FOR ARRANGEMENT OF FLOORS, GENERAL FINISH, AND
MEASUREMENTS, REFERENCE MUST BE MADE TO THE DRAWINGS, SHOULD ANY DIFERENCE
APPEAR BETWEEN SCALE MEASUREMENT AND FIGURES OR BETWEEN WORDING OF SPECIFICATIONS & LETTERING ON DRAWINGS. THE SPECIFICATION SHALL IN ALL CASES TAKE PRECEDENCE . IF ANY ERROR THAT IS NOT EXPLAINED EITHER BY REFERENCE TO THE DRAWINGS.
CONTRACTOR TO INFORM DRAFTSMAN DESIGNER, FOR CORRECTION BEFORE PROCEEDING WITH THE WORK (CONTRACTOR IS NOT TO SCALE DRAWINGS).
1. PLANS TO COMPLY WITH CONVENTIONAL CONSTRUCTION PROVISIONS AS STATED IN 2022 CALIFORNIA RESIDENTIAL, BUILDING, MECHANICAL, PLUMBING, ELECTRICAL AND
ENERGY CODES AS AMENDED BY STATE OF CALIFORNIA AND ALL CITY & MUNICIPAL CODES (PROJECT LOCATED TO SPECIFY SEISMIC DESIGN CATEGORY E.) A)
POWER SOURCE: IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTOR SHALL RECIVE
THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR
SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW, WIRING SHALL BE PERMANENT AND
WITHOUT A DESCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT
PROTECTION, SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLED IN
EXISTING BULIDINGS OR IN BUILDINGS WITHOUT COMMERCIAL POWER OR IN BUILDING WHICH UNDER GO ALTERATIONS, REPAIRS OR ADDITIONS AS REGULATED BY CBC 2022 WALLS..................R-15 BATT INSULATION (NEW CONST. ONLY) INSULATION: CEILING ...............R-30 BATT INSULATION (NEW CONST. ONLY) ACCESS: UNDERFLOOR ...........18" x 24" MIN. SQ. (IF WOOD FLOOR) B) LOCATION WITHIN DWELLING UNITS: IN DWELING UNITS, A DETECTOR SHALL BE INSTALLED IN
EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING
ACCESS TO EACH SEPARATE SLEEPING AREA WHEN THE DWELLING UNIT HAS MORE THAN ONE
STORY AND IN DWELLINGS WITH BASEMENTS A DETECTOR SHALL BE INSTALLED ON EACH STORY
AND IN THE BASEMENT IN DWELLING UNITS WHERE A STORY OR BASEMENT IS SPLIT INTO TWO OR MORE LEVELS. THE SMOKE DETECTOR SHALL BE INSTALLED IN THE UPPER LEVEL, EXCEPT
THAT WHEN THE LOWER LEVEL CONTAINS A SLEEPING AREA A DETECTOR SHALL BE INSTALLED ON EACH LEVEL WHEN SLEEPING ROOMS ARE ON AN UPPER. LEVEL IN CLOSE PORXIMITY TO THE
STAIRWAY IN DWELLING UNITS WHERE THE CEILING HEIGHT OR A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES (610 MM) OR MORE.
SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM.
DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE LOCATED.
4.SMOKE DETECTORS.
PROVIDE 1 EACH SMOKE DETECTOR IN ALL SLEEPING ROOMS AND AT A POINT CENTRALLY LOCATED IN AN AREA GIVING ACCESS TO THE SLEEPING ROOMS.
4. BATHROOM FINISH NOTE .... ENSURE A SMOOTH , HARD, NONABSORBENT SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72"
ABOVE THE DRAIN INLET FOR SHOWER PER CBC 1213.3
5. WATER CLOSETS IN ALL BATHROOMS TO BE MAXIMUM 1.28 GALLONS PER FLUSH.
1. ALL NEW WINDOW TO BE APROVED DOUBLE GLAZED (WITH BEDROOM WINDOWS HAVING A MIN. 24" x 24" SQ. OPENING). REFER TO EGRESS WINDOW DIAGRAM
1. ROOF SHEATHING WITH RADIANT BARRIER ON UNDERSIDE OF SHEAT'G SHALL BE INSTALLED.
2. ALL WINDOWS SHALL HAVE A SOLAR HEAT GAIN COEFFICIENCY OF .40 OR BETTER.
3. WALL SHEATHING @ GABLE ENDS (ABOVE CEILING) SHALL HAVE RADIANT BARRIER PER MFGR.
INSTALLATION INSTRUCTIONS
4. ALL SEALING TAPE ON HEAT/ AC DUCTS SHALL BE UL181 (LISTED AND LABELED).
5. THE WRAPS (FOR DUCTS) MUST BE UV RESISTANT AND HAVE 150 LBS. OF BURST STRENGTH.
CONCRETE
WALL LIGHTINTERCOM
WATERPROOF WALL LIGHT FIXTURE
TELEPHONE OUTLET SINGLE HUNG
TV/ CABLE OUTLET FIXED GLASS
SMOKE DETECTOR HORIZONTAL SLIDER
FLUORESCENT LIGHTELECTRICAL SUB-PANEL
SPOTLIGHT
$ FOUR-WAY SWITCH 4
WP
SMALL FLUORESCENT FIXTURE
THREE-WAY SWITCH
WALL SWITCH
3 $
$
HIGH EFFICACY LIGHTHE
EXISTING (E)
S.H.
FIX.
H.S.
CARBON MONOXIDE ALARMS
ELECT. METER & MAIN PANEL
DISPOSAL
RECESSED LIGHT
STUCCO
CMA
RECESSED CEILING LIGHTHOSE BIBB
ELECTRICAL/ MECHANICAL LEGEND
HEATER REGIST.
WALLS TO BE REMOVEDCOMB. EXHAUST & LIGHT FIXT
NEW WALLSDOORBELL PUSHBUTTON
FOUR PLEX RECEPTICLEWATER HEATER
DUP. REC. OUTLET W/GROUNDCEILING AIR REGISTER
DUPLEX RECEPTABLE OUTLETHEAT LAMP
GROUND FAULT INTERUPT CIRCUIT
220 V RECEPTABLE OUTLETFURNACE
EXISTING WALLSCHIME
CLOSE WALLSELECT. FAN
GFIC
W.P. WHEN PORCH SLAB IS LEVEL
WITH ENTRY DOOR
LANDING DETAILLANDING DETAIL
SCALE 1/4"=1'-0"
GRADE
7 3/4"
MAX
C
11"
MIN.
4" MIN
CON. SLAB
36"
SL. 2%
MIN.
SCALE 1/4"=1'-0"
C
36" 11"
GRADE
7 3/4"
4" MIN
CON. SLAB
MAX
SL. 2%
MIN.MIN.
26 GAUGE FLASHING
@ WOOD TO CONC. TIE
7 3/4" @ (MAX)1/2" @ (MAX) AT DOOR
ENTRY
26 GAUGE FLASHING
@ WOOD TO CONC. TIE
DOOR
OUTSIDE
LANDING
MAXIMUM 3/4" AT SLIDING DOORS
MAXIMUM 1/2" AT SWINGING DOORS
FINISH FLOOR
RECESS
THRESHOLD
IF REQUIRED
7-3/4" MAX.
LANDING DETAIL
SCALE 1/4"=1'-0"
C
SPECIAL SHOWER NOTE
A) . . . SHOWER PAN DIMENSIONS SHALL BE A
MINIMUM AREA OF 1024 SQ. INCHES AND
A MINIMUM FINISH DIMENSION OF 30 INCHES
IN ANY DIRECTIONS.
SHOWER DOORS SHALL
OPEN TO MAINTAIN NOT LESS THAN A 22" UN
OBSTRUCTED OPENING FOR EGRESS.
TILE SHOWER ENCLOSURE TO BE FURNISHED
w/NON- ABSORBENT FINISH TO 72" ABOVE
DRAIN INLET (SEE ALSO GENERAL NOTES)
1. ALL LANDING AT MAIN ENTRY DOOR TO BE NOT MORE THAN 1/2" BELLOW THE DOOR'S THRESHOLD PER CRC 311.3.1.
2. ALL PLUMBING VENTS TO BE A MINIMUM 10 FEET AWAY FROM, OR AT LEAST 3 FEET ABOVE ANY OPERABLE SKYLIGHTS PER CPC 906.2.
3. ALL BATHTUB AND SHOWER FLOORS AND WALLS TO BE FINISHED WITH A NONABSORBENT SURFACE UP TO A HEIGHT OF 6 FEET (72") ABOVE FLOOR PER CRC 307.2.
4. PROVIDE EXHAUST FAN KITCHEN AREA FOR LOCAL VENTILATION INDOOR AIR QUALITY REQUIREMENTS PER 2022 CALIFORNIA ENERGY CODE SECTION 150 (0) AND ASHRAE 62.2. OTHERWISE SPECIFY KITCHEN HOOD RANGE TO BE 100 CFM MINIMUM.
5. PROVIDE CARBON MONOXIDE ALARMS OUTSIDE EACH BEDROOM PER CRC 315.2.
6. ENSURE AFCI PROTECTED RECEPTACLES IN LIVING ROOM PER CEC 210.12
7. ALL EXTERIOR RECEPTACLES TO BE GFCI PROTECTED.
8. ALL 125-VOLT, 15-AND 20-AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER CEC 406.11.
9. PROVIDE SEPARATE SWITCHES FOR ALL EXHAUST FANS IN BATHROOMS PER CALIFORNIA ENERGY CODE 150(K)(6).
10. ALL NEW WINDOWS SHALL HAVE A MAXIMUM U-FACTOR OF 0.30
G E N E R A L I N T E R I O R N O T E S
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
5'-0" SIDEWALK5'-0" SIDEWALK
5'-0" SIDEWALK
34 15'-4" x 8'-0"
KITCHEN
UNIT D
15'-4" x 12'-0"
LIVING ROOM
30" GAS RANGE
REF.
36" SINK
6068 SL. DOOR
(TEMP.) ( ) 4040HS
BATH
3'-6" x 7'-0"
3'-8"
5'-0"
( ) 4040HS
3068
SOLID CORE
PANEL DOOR
3'-8" PANTRY
4'-0"4'-0" 3'-10"2'-6"
11'-6"
6'-0"6'-6"
7'-8" 8'-4"
3'-0"5'-0"
1'-8"
2'-10"4'-0"2'-10"
1'-7"
2040SH
(TEMP.)
2'-0"5'-9"
9'-4"
24'-0"
16'-0"
3'-0"
3'-4"
1'-3"
1'-3"
2'-5"
3'-0"2'-8"
14 RISERS UP
36" HIGH HAND RAIL
0'-10"
(N)2468 P.D.
1'-3"
2'-0" VANITY
SD
ENSURE
SMOKE
DETECTOR
TANKLESS
W.H.
CARBON
MONOXIDE
ALARM
8'-0"
MAX 7 3/4"
RISERS
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" BRICK PLANTER BOX
BY OTHERS
4" BRICK PLANTER BOX
BY OTHERS
( ) 2020HS
3'-0" 2'-0" 2'-8"
5'-0" X 2'-8"
ISLAND
18" x 24" MIN.
UNDER FLOOR
ACCESS
EXHAUST
FAN
3'-8"
5'-0"
3'-8"4'-0"4'-0" 3'-10"2'-6"
11'-6"6'-0"6'-6"
7'-8"8'-4"
3'-0" 5'-0"
1'-8"
2'-10"4'-0"2'-10"
1'-7"2'-0"5'-9"
9'-4"
24'-0"
16'-0"
3'-0"
1'-3"
1'-3"
2'-5"
3'-0"2'-8"
0'-10"
1'-3"
8'-0"
3'-0"2'-0"2'-8"
34 UNIT C
UNIT B
UNIT AUNIT D
6068 SL. DOOR
(TEMP.)
UNIT A
LIVING ROOM
3'-4"
18" x 24" MIN.
UNDER FLOOR
ACCESS 4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
3068
SOLID CORE
PANEL DOOR
4" BRICK PLANTER BOX
BY OTHERS
4" BRICK PLANTER BOX
BY OTHERS
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
( ) 4040HS
2040SH
(TEMP.)
3'-8" PANTRY
30" GAS RANGE
REF.
36" SINK
15'-4" x 8'-0"
KITCHEN
5'-0" X 2'-8"
ISLAND
EXHAUST
FAN
PROVIDE & INSTALL NEW 3'-6"
WIDE WOOD STAIR CARE W/
15 RISERS UP @ 7 3 / 4" MAX.
EACH(SEE ALSO STAIR DETAIL )
TANKLESS
W.H.
( ) 4040HS
CARBON
MONOXIDE
ALARM
ENSURE
SMOKE
DETECTOR
15'-4" x 12'-0"
14 RISERS UP
9'-0" x 18'-0"
BATH
3'-6" x 7'-0"
( ) 2020HS
(N)2468 P.D.
36" HIGH HAND RAIL
18'-2"
21'-0"
PARKING
9'-0" x 18'-0"
PARKING
2'-0"
18'-0"
9'-0"9'-0"
21'-0"
2'-5"
23'-0"
30" x 30"
ATTIC
ACCESS
vent dryer to exterior
( ) 4036HS
GAS
RANGE
3068
6068 SL. DOOR
Tempered
( ) 3050SH
temp
REF.
21'-0" x 18'-0"
STUDIO
2620HS
TEMP.
H/C BATH
10''-4" x 6'-4"
2'-6"
VANITY
11'-0" x 7'-0"
KITCHEN
( ) 5050HS
21'- 0"
( ) 4036HS
GAS
RANGE
3068
6068 SL. DOOR
Tempered
( ) 3050SH
temp
REF.
21'-0" x 18'-0"
STUDIO
2620HS
TEMP.
BATH
8'-0" x 5'-0"
2'-6"
VANITY
11'-0" x 7'-0"
KITCHEN
( ) 5050HS
MAX 7 3/4"
RISERS
CARBON
MONOXIDE
ALARM
CARBON
MONOXIDE
ALARM
PROVIDE & INSTALL NEW 3'-6"
WIDE WOOD STAIR CARE W/
15 RISERS UP @ 7 3 / 4" MAX.
EACH(SEE ALSO STAIR DETAIL
SD
SD
SD
SD ENSURE
SMOKE
DETECTOR
ENSURE
SMOKE
DETECTOR
30" x 30"
ATTIC
ACCESS
3'-2"4'-0"4'-6"5'-0"1'-4"
18'-0"
1'-4" 3'-0"
1'-11
2"
4'-4" 2'-6" 3'-4"
10'-0" 18'-0"
8'-8"
3'-4" 2'-10" 2'-0" 6'-0" 3'-0" 1'-4"
21'-0"
3'-2"4'-0"4'-6"5'-0"1'-4"
18'-0" 3'-6"2'-6"
6'-0"
7'-8"
7'-0"13'-8"
10'-10"10'-2"
2'-4"
12'-4"5'-8"
1'-4"1'-8" 3'-10"
3'-6"
10'-2"10'-10"
15 RISERS UP 15 RISERS UP
36" HIGH HAND RAIL36" HIGH HAND RAIL
42" TOP GUARD
42" TOP GUARD
2'-6"6'-0"
12'-2"
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
ENSURE
SMOKE
DETECTOR
ENSURE
SMOKE
DETECTOR
26681'-3"
7'-0"
7'-8"
0PTIONAL WALL IF MURPHY BED IS USED
0PTIONAL WALL IF MURPHY BED IS USED
2668
2 STORY ONE BEDROOM APT. 2 STORY ONE BEDROOM APT.
1'-6"
60" MIN DIA. CIRCLE
2'-8"
1'-6"
6'-4" 11'-4"
(N)2868
ACTIVATOR
MIN.
18"
CLEAR
32" MIN
DIAMETER CLEAR
24"SIDE
ON WIDE
CLEAR48" MIN. 60" MIN.
FLUSH
CLOSETOF WATER
TO EDGE
MAX.12" 28"
MIN.
18"
FIXTURE
OF
CENTERLINE
18"
CENTERLINE
FIXTURE
OF
MIN.
10'-1"
9'-71
2"
TYPICAL HANDICAP ADA
BATHROOM LlAYOUT
63 SHEETSOF
JOB:
DRAWN:
SCALE: 1/4" = 1'-0"
BRA
DATE:2 -20 -2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
DATE:
REVISIONS
5 PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
RESIDENTIAL EGRESS WINDOWS (2022 CBC) EMERGENCY
ESCAPE AND RESCUE
In addition to the above requirement, the net clear openable height dimension shall be a minimun of 24 minimum figures will not obtain the required 5.7 square feet.) inches. The net clear openable width dimension shall be a minimum of 20 inches (Note: using both The net clear openable area shall be no less than 5.7 square feet (5 square feet for grade floor openings and basement window wells ).
Such openings shall open directly into a public way or to a yard or court that opens to public way.
Because so many fire deaths occur when occupants of residential buildings are asleep at the time of a fire, the 2022 California Building Code (CBC), Section 1029 requires that:
44" MAX. FROM BOTTOM OF
CLEAR OPENING TO FLOOR
IN EGRESS WINDOWS IN
SLEEPING ROOMS
OPENABLE
AREA EQUALS
5.7 SQ. FT.
MINIMUM SIZE WINDOW
FOR A 20" CLEAR WIDTH
20"
OPENING WIDTH
Shall have at least one operable window or exterior door opening approved for emergency escape and rescue.
Basements in dwelling units and
Every sleeping room below the fourth story
41"
FLOOR
OPENABLE AREA EQUALS
5.7 SQ. FT. MIN
MINIMUM SIZE WINDOW
FOR A 24" CLEAR HEIGHT
CLEAR MIN.
24"
CLEAR MIN.
34" CLEAR OPENING WIDTH
CLEAR
PROPOSED 2ND FLOOR PLANS
SCALE: 1/4" = 1'-0"
CEILING ................22" x 30" MIN. W/30" CLEAR HEIGHT.
WINDOW............... APPROVED DOUBLE GLAZED
FLOOR ................ R-19 FLOOR INSULATION
NOTE: ALL OPENING, ALL DOORS, WINDOWS, ETC. TO BE CALUKED OR FULLY WEATHER STRIPPED.
3. ALL GLAZING IN OR WITHIN 36" OF DOORS, OVER 9 SQUARE FEET AND WITHIN 18" OF FLOOR AND ALL GLAZING IN SHOWERS OR BATHTUBS TO BE SAFETY GLASS.
6. WINDOWS / BATHROOM NOTES
2. ALL HEADERS USED OVER DOORS, WINDOW AND ANY NECESSARY OPENINGS TO BE 4 x 12 DF# 1 OR BETTER, UNLESS OTHERWISE SPECIFIED.
5. SUPPLEMENT TO TITLE 24 FOR RESIDENTIAL ADDITIONS.
G E N E R A L N O T E S
3. ERRORS AND OMISSIONS. IN THE EVENT THAT AN ACUTE ERROR OR OMISSION MAY EXIST ON
THE PLAN IT SHALL BE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE DESIGNER, DRAFTSMAN PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO DO SUCH, WILL RELIEVE DESIGNER OF RESPONSIBILITY.
2. INTERPRETATION OF DRAWINGS FOR ARRANGEMENT OF FLOORS, GENERAL FINISH, AND
MEASUREMENTS, REFERENCE MUST BE MADE TO THE DRAWINGS, SHOULD ANY DIFERENCE
APPEAR BETWEEN SCALE MEASUREMENT AND FIGURES OR BETWEEN WORDING OF SPECIFICATIONS & LETTERING ON DRAWINGS. THE SPECIFICATION SHALL IN ALL CASES TAKE PRECEDENCE . IF ANY ERROR THAT IS NOT EXPLAINED EITHER BY REFERENCE TO THE DRAWINGS.
CONTRACTOR TO INFORM DRAFTSMAN DESIGNER, FOR CORRECTION BEFORE PROCEEDING WITH THE WORK (CONTRACTOR IS NOT TO SCALE DRAWINGS).
1. PLANS TO COMPLY WITH CONVENTIONAL CONSTRUCTION PROVISIONS AS STATED IN 2022 CALIFORNIA RESIDENTIAL, BUILDING, MECHANICAL, PLUMBING, ELECTRICAL AND
ENERGY CODES AS AMENDED BY STATE OF CALIFORNIA AND ALL CITY & MUNICIPAL CODES (PROJECT LOCATED TO SPECIFY SEISMIC DESIGN CATEGORY E.) A) POWER SOURCE: IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTOR SHALL RECIVE
THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR
SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW, WIRING SHALL BE PERMANENT AND
WITHOUT A DESCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT
PROTECTION, SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLED IN
EXISTING BULIDINGS OR IN BUILDINGS WITHOUT COMMERCIAL POWER OR IN BUILDING WHICH UNDER GO ALTERATIONS, REPAIRS OR ADDITIONS AS REGULATED BY CBC 2022 WALLS..................R-15 BATT INSULATION (NEW CONST. ONLY) INSULATION: CEILING ...............R-30 BATT INSULATION (NEW CONST. ONLY) ACCESS: UNDERFLOOR ...........18" x 24" MIN. SQ. (IF WOOD FLOOR) B) LOCATION WITHIN DWELLING UNITS: IN DWELING UNITS, A DETECTOR SHALL BE INSTALLED IN
EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING
ACCESS TO EACH SEPARATE SLEEPING AREA WHEN THE DWELLING UNIT HAS MORE THAN ONE
STORY AND IN DWELLINGS WITH BASEMENTS A DETECTOR SHALL BE INSTALLED ON EACH STORY
AND IN THE BASEMENT IN DWELLING UNITS WHERE A STORY OR BASEMENT IS SPLIT INTO TWO OR MORE LEVELS. THE SMOKE DETECTOR SHALL BE INSTALLED IN THE UPPER LEVEL, EXCEPT
THAT WHEN THE LOWER LEVEL CONTAINS A SLEEPING AREA A DETECTOR SHALL BE INSTALLED ON EACH LEVEL WHEN SLEEPING ROOMS ARE ON AN UPPER. LEVEL IN CLOSE PORXIMITY TO THE
STAIRWAY IN DWELLING UNITS WHERE THE CEILING HEIGHT OR A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES (610 MM) OR MORE.
SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM.
DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE LOCATED.
4. SMOKE DETECTORS.
PROVIDE 1 EACH SMOKE DETECTOR IN ALL SLEEPING ROOMS AND AT A POINT CENTRALLY LOCATED IN AN AREA GIVING ACCESS TO THE SLEEPING ROOMS.
4. BATHROOM FINISH NOTE .... ENSURE A SMOOTH , HARD, NONABSORBENT SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72"
ABOVE THE DRAIN INLET FOR SHOWER PER CBC 1213.3
5. WATER CLOSETS IN ALL BATHROOMS TO BE MAXIMUM 1.28 GALLONS PER FLUSH.
1. ALL NEW WINDOW TO BE APROVED DOUBLE GLAZED (WITH BEDROOM WINDOWS HAVING A MIN. 24" x 24" SQ. OPENING). REFER TO EGRESS WINDOW DIAGRAM
1. ROOF SHEATHING WITH RADIANT BARRIER ON UNDERSIDE OF SHEAT'G SHALL BE INSTALLED.
2. ALL WINDOWS SHALL HAVE A SOLAR HEAT GAIN COEFFICIENCY OF .40 OR BETTER.
3. WALL SHEATHING @ GABLE ENDS (ABOVE CEILING) SHALL HAVE RADIANT BARRIER PER MFGR.
INSTALLATION INSTRUCTIONS
4. ALL SEALING TAPE ON HEAT/ AC DUCTS SHALL BE UL181 (LISTED AND LABELED).
5. THE WRAPS (FOR DUCTS) MUST BE UV RESISTANT AND HAVE 150 LBS. OF BURST STRENGTH.
CONCRETE
WALL LIGHT INTERCOM
WATERPROOF WALL LIGHT FIXTURE
TELEPHONE OUTLET SINGLE HUNG
TV/ CABLE OUTLET FIXED GLASS
SMOKE DETECTOR HORIZONTAL SLIDER
FLUORESCENT LIGHT ELECTRICAL SUB-PANEL
SPOTLIGHT
$ FOUR-WAY SWITCH 4
WP
SMALL FLUORESCENT FIXTURE
THREE-WAY SWITCH
WALL SWITCH
3 $
$
HIGH EFFICACY LIGHTHE
EXISTING (E)
S.H.
FIX.
H.S.
CARBON MONOXIDE ALARMS
ELECT. METER & MAIN PANEL
DISPOSAL
RECESSED LIGHT
STUCCO
CMA
RECESSED CEILING LIGHT HOSE BIBB
ELECTRICAL/ MECHANICAL LEGEND
HEATER REGIST.
WALLS TO BE REMOVED COMB. EXHAUST & LIGHT FIXT
NEW WALLS DOORBELL PUSHBUTTON
FOUR PLEX RECEPTICLE WATER HEATER DUP. REC. OUTLET W/GROUND CEILING AIR REGISTER
DUPLEX RECEPTABLE OUTLET HEAT LAMP
GROUND FAULT INTERUPT CIRCUIT
220 V RECEPTABLE OUTLET FURNACE
EXISTING WALLS CHIME CLOSE WALLS ELECT. FAN GFIC
W.P.
WHEN PORCH SLAB IS LEVEL
WITH ENTRY DOOR
LANDING DETAILLANDING DETAIL
SCALE 1/4"=1'-0"
GRADE
7 3/4"
MAX
C
11"
MIN.
4" MIN
CON. SLAB
36"
SL. 2%
MIN.
SCALE 1/4"=1'-0"
C
36" 11"
GRADE
7 3/4"
4" MIN
CON. SLAB
MAX
SL. 2%
MIN.MIN.
26 GAUGE FLASHING
@ WOOD TO CONC. TIE
7 3/4" @ (MAX)1/2" @ (MAX) AT DOOR
ENTRY
26 GAUGE FLASHING
@ WOOD TO CONC. TIE
DOOR
OUTSIDE
LANDING
MAXIMUM 3/4" AT SLIDING DOORS
MAXIMUM 1/2" AT SWINGING DOORS
FINISH FLOOR
RECESS
THRESHOLD
IF REQUIRED
7-3/4" MAX.
LANDING DETAIL
SCALE 1/4"=1'-0"
C
1. ALL LANDING AT MAIN ENTRY DOOR TO BE NOT MORE THAN 1/2" BELLOW THE DOOR'S THRESHOLD PER CRC 311.3.1.
2. ALL PLUMBING VENTS TO BE A MINIMUM 10 FEET AWAY FROM, OR AT LEAST 3 FEET ABOVE ANY OPERABLE SKYLIGHTS PER CPC 906.2.
3. ALL BATHTUB AND SHOWER FLOORS AND WALLS TO BE FINISHED WITH A NONABSORBENT SURFACE UP TO A HEIGHT OF 6 FEET (72") ABOVE FLOOR PER CRC 307.2.
4. PROVIDE EXHAUST FAN KITCHEN AREA FOR LOCAL VENTILATION INDOOR AIR QUALITY REQUIREMENTS PER 2022 CALIFORNIA ENERGY CODE SECTION 150 (0) AND ASHRAE 62.2. OTHERWISE SPECIFY KITCHEN HOOD RANGE TO BE 100 CFM MINIMUM.
5. PROVIDE CARBON MONOXIDE ALARMS OUTSIDE EACH BEDROOM PER CRC 315.2.
6. ENSURE AFCI PROTECTED RECEPTACLES IN LIVING ROOM PER CEC 210.12
7. ALL EXTERIOR RECEPTACLES TO BE GFCI PROTECTED.
8. ALL 125-VOLT, 15-AND 20-AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER CEC 406.11.
9. PROVIDE SEPARATE SWITCHES FOR ALL EXHAUST FANS IN BATHROOMS PER CALIFORNIA ENERGY CODE 150(K)(6).
10. ALL NEW WINDOWS SHALL HAVE A MAXIMUM U-FACTOR OF 0.30
G E N E R A L I N T E R I O R N O T E S
12'-0" X 10-0"
BEDROOM
BATH
8'-8" x 5'-0"
(N)2668
(N)2668
( ) 2030HS
(TEMP)
13'-3" X 10'-0"
LIVING ROOM
12'-0" X 10-0"
BEDROOM
( ) 6030HS (TEMP)
BATH
8'-8" x 5'-0"
(N)2668
(N)2668( ) 4040HS
(EGRESS)
(N)2668
( ) 2030HS( ) 4030HS( ) 4030HS
( ) 6030HS
11'-4" X 11-8"
BEDROOM #2
13'-0" X 10'-4"
BEDROOM #1
BATH
8'-0" x 5'-0" 11'-4" X 11'-8"
BEDROOM #2
13'-0" X 10'-4"
BEDROOM #1
BATH
8'-0" x 5'-0"
UNIT A
UNIT D
( ) 2030HS( ) 4030HS( ) 4030HS
( ) 6030HS
(N)2668
(N)2668
(N)2668
(N)2668
18'-0" 19'-0" 18'-0"
55'-0"
UNIT A
16'-0"2'-0"16'-0" 2'-0"
13'-8"4'-4" 4'-4"8'-4"3'-0"
5'-0" 6'-0" 5'-0"
3'-4"
4'-6" 4'-0"4'-0" 4'-0"
3'-0"2'-8"10'-8"
3'-8"
1'-0"
2'-6"
2'-0"3'-2"3'-6"
3'-9" 2'-0" 3'-2" 3'-10"3'-3"
11'-4"2'-8"10'-8"3'-8"
3'-0"4'-0"4'-4"3'-4"4'-0"3'-4"
3'-8"
11'-4"2'-8"10'-8"3'-8"
8'-4"
12'-0" 12'-0"
6'-4"
6'-8"
6'-4"
6'-8"
2'-6"
2'-0" CANTILEVER FROM BELOW2'-0" CANTILEVER FROM BELOW
2'-0" CANTILEVER FROM BELOW 2'-0" CANTILEVER FROM BELOW 3'-0"4'-0"4'-4"3'-4"4'-0"3'-4"
2'-6"
2'-0"
VELUX (ACRYLIC
2 x2 OPERABLE
(SKYLIGHT)
ICBO NER216
VELUX (ACRYLIC
2 x2 OPERABLE
(SKYLIGHT)
ICBO NER216
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
12" SHELF & POLE
12" SHELF & POLE
12" SHELF & POLE
12" SHELF & POLE12" SHELF & POLE
12" SHELF & POLE
2'-6" VANITY
2'-6" VANITY
3'-0" VANITY 3'-0" VANITY( ) 4040HS
(EGRESS)
( ) 4040HS
(EGRESS)
( ) 4040HS
(EGRESS)
15 RISERS DOWN 15 RISERS DOWN
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
(N)2668
18'-0"
2'-0"2'-10"3'-0"
1'-0"
9'-8"3'-8"3'-8"
( ) 2030HS
(TEMP)
( ) 4040HS
(EGRESS)
( ) 4040HS
(EGRESS)
12'-4"
( ) 6030HS (TEMP)
1'-3"
1'-3"
24'-8"
29'-0"
8'-0"
1'-3"
3068
( ) 6040HS
7'-0" 7'-0"
30''
RANGE
36" SINK
CARBON
MONOXIDE
ALARM
CARBON
MONOXIDE
ALARM
REF.
186813'-0" X 10-0"
LIVING ROOM
11'-0" x 7'-0"
KITCHEN
1868
3068
( ) 6040HS
13'-10"
30''
RANGE
REF.
36" SINK
VELUX (ACRYLIC
2 x2 OPERABLE
(SKYLIGHT)
ICBO NER216
15 RISERS DOWN 15 RISERS DOWN
5'-6" X 2'-0"
ISLAND
5'-6" X 2'-0"
ISLAND
(STACKABLE
W/D(STACKABLE
W/D
36" HIGH HAND RAIL 36" HIGH HAND RAIL42" HIGH TOP GUARD RAIL42" HIGH TOP GUARD RAIL SD
ENSURE
SMOKE
DETECTOR
SD ENSURE
SMOKE
DETECTOR
SDSD
CARBON
MONOXIDE
ALARM
CARBON
MONOXIDE
ALARM
3'-6"
7'-0"6'-0"4'-8"2'-0"8'-0"
18'-8"
4'-0"6'-0"17'-10"
16'-10"
10'-10"10'-2"
4'-4"4'-0"4'-0"
12'-0"
8'-6"
1'-0"
10'-7"
4'-0"
5'-6"
2'-0"
4'-0"2'-10"
4'-10"
4'-0"
2'-8"
3'-3"
3'-0"
3'-0"
30" x 30"
ATTIC
ACCESS 30" x 30"
ATTIC
ACCESS
12'-0"17'-6"
10'-2"10'-10"
6'-0"
4'-0"4'-0"4'-0"3'-10" 7'-4"6'-0"
4'-0"3'-0"
2'-10"
4'-10"
2'-0"
3'-0"
4'-0"
vent dryer to exterior
PLUMBING NOTES:
(ALL NEW ELECTRICAL WORK TO CONFORM TO ...CALIFORNIA
PLUMBING CODE, NATIONAL EDITION 2022).
A... ALL WORK SHALL BE PERMITTED AND INSPECTED BY THE CITY BUILDING DEPT. AND PLUMBING DEPT.
B... ALL FAUCETS ON ALL SINKS AND FLUSH VALVES ON ALL TOILETS
SHALL HAVE A FLOW RATE IN COMPLIANCE WITH THE STATE OF
CALIFORNIA C.E.C. CONSERVATION STANDARDS.
C... ALL PLUMBING WALLS TO BE 2 x @ 16" O.C. WALL CONSTRUCTION. (UNLESS OTHERWISE NOTED).
D... ALL NEW HOT AND COLD WATER LINES SHALL BE COPPER PIPE FOR THIS TYPE OF WORK, USE APPROVED CONNECTORS.
E... PLUMBING SIZE REQUIRED:
1) TOILETS..............3" MIN. WASTE
2) SHOWERS..........2" MIN. WASTE
3) SINKS..................2" MIN. WASTE
4) TUBS...................2" MIN. WASTE
5) HOT / COLD
WATER LINES.....3/4" MIN. COPPER
F... PLUMBING VENTS AND CLEANOUTS
1) VENT PIPE TO BE MIN. 2" DIAMETER VENT THRU ROOF MAX. (4) FOUR FIXTURES PER VENT.
G... PROVIDE AT EACH ROOF VENT. A 26 GAGE, GALVANIZED STEEL, FLASHING WITH 6" SKIRTS.
H... CLEANOUTS SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS
OR WHERE REQUIRED BY CODE AND AT ALL BENDS, ANGLES AND
UPPER TERMINALS. TOPS OF COVER PLATES SHALL BE FLUSH WITH THE FINISHED FLOOR OR GRADE.
I... ALL WALLS BEHIND SHOWERS AND TUBS TO HAVE APPROVED WATER
PROOF GREEN BOARD OR WONDER BOARD OVER STUDS PRIOR TO
INSTALLATION OF FIXTURES AND FINAL LAYER OF ENAMEL BASE PAINT OR VINYL TILE BACKING.
J... TOILETS: PROVIDE 30" CLEAR WIDTH FOR WATER CLOSET COMPARTMENTS AND 24" MIN. CLEARANCE IN FRONT OF WATER CLOSET.
K... WATER HEATERS: SHALL BE PROVIDED WITH PRESSURE TEMPERATURE RELIEF VALVE WITH DRAIN TO OUTSIDE.
L... ALL NEW & EXISTING WATER HEATERS TO BE SEISMIC STRAPPED TO WALL AT TOP AND BOTTOM WITH 26 GAUGE GAUGE METAL STRAPS PER CBC 2022.
1. A MINIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS. CMC SECTION 504.3.2. .
2. PER CPC SECTION 402.2.2, SINGLE FLUSH WATER CLOSETS SHALL HAVE AN EFECTIVE FLUSH VOLUME NOT TO EXCEED 1.28 GALLONS. .
3. PROVIDE A WATER TIGHT PAN OF CORROSION RESISTANT MATERIALS
BENEATH THE WASHER WITH A DRAIN TO AN APPROVED LOCATION
4. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15-AND 20
AMPERE RECEPTACLE OUTLETS INSTALLED IN A DWELLING UNIT LIVING,
DINING AND FAMILY ROOMS, PARLORS, BEDROOMS, LIBRARIES, DENS,
HALLWAYS, RECREATION ROOM, CLOSET OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTE BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. CEC ARTICLE 210.12
ADDITIONAL MECH / ELECT / PLUMBING NOTES
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
VELUX (ACRYLIC
2 x2 OPERABLE
(SKYLIGHT)
ICBO NER216
64 SHEETSOF
JOB:
DRAWN:
SCALE: 1/4" = 1'-0"
BRA
DATE:2 -20 -2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
DATE:
REVISIONS
6 PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
RESIDENTIAL EGRESS WINDOWS (2022 CBC) EMERGENCY
ESCAPE AND RESCUE
In addition to the above requirement, the net clear openable height dimension shall be a minimun of 24 minimum figures will not obtain the required 5.7 square feet.) inches. The net clear openable width dimension shall be a minimum of 20 inches (Note: using both The net clear openable area shall be no less than 5.7 square feet (5 square feet for grade floor openings and basement window wells ).
Such openings shall open directly into a public way or to a yard or court that opens to public way.
Because so many fire deaths occur when occupants of residential buildings are asleep at the time of a fire, the 2022 California Building Code (CBC), Section 1029 requires that:
44" MAX. FROM BOTTOM OF
CLEAR OPENING TO FLOOR
IN EGRESS WINDOWS IN
SLEEPING ROOMS
OPENABLE
AREA EQUALS
5.7 SQ. FT.
MINIMUM SIZE WINDOW
FOR A 20" CLEAR WIDTH
20"
OPENING WIDTH
Shall have at least one operable window or exterior door opening approved for emergency escape and rescue.
Basements in dwelling units and
Every sleeping room below the fourth story
41"
FLOOR
OPENABLE AREA EQUALS
5.7 SQ. FT. MIN
MINIMUM SIZE WINDOW
FOR A 24" CLEAR HEIGHT
CLEAR MIN.
24"
CLEAR MIN.
34" CLEAR OPENING WIDTH
CLEAR
ELECTRICAL 1ST FLOOR PLANS
SCALE: 1/4" = 1'-0"
5'-0" SIDEWALK5'-0" SIDEWALK
5'-0" SIDEWALK
CEILING ................22" x 30" MIN. W/30" CLEAR HEIGHT.
WINDOW............... APPROVED DOUBLE GLAZED
FLOOR ................ R-19 FLOOR INSULATION
NOTE: ALL OPENING, ALL DOORS, WINDOWS, ETC. TO BE CALUKED OR FULLY WEATHER STRIPPED.
3. ALL GLAZING IN OR WITHIN 36" OF DOORS, OVER 9 SQUARE FEET AND WITHIN 18" OF FLOOR AND ALL GLAZING IN SHOWERS OR BATHTUBS TO BE SAFETY GLASS.
6. WINDOWS / BATHROOM NOTES
2. ALL HEADERS USED OVER DOORS, WINDOW AND ANY NECESSARY OPENINGS TO BE 4 x 12 DF# 1 OR BETTER, UNLESS OTHERWISE SPECIFIED.
5. SUPPLEMENT TO TITLE 24 FOR RESIDENTIAL ADDITIONS.
G E N E R A L N O T E S
3. ERRORS AND OMISSIONS. IN THE EVENT THAT AN ACUTE ERROR OR OMISSION MAY EXIST ON
THE PLAN IT SHALL BE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE DESIGNER, DRAFTSMAN PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO DO SUCH, WILL RELIEVE DESIGNER OF RESPONSIBILITY.
2. INTERPRETATION OF DRAWINGS FOR ARRANGEMENT OF FLOORS, GENERAL FINISH, AND
MEASUREMENTS, REFERENCE MUST BE MADE TO THE DRAWINGS, SHOULD ANY DIFERENCE
APPEAR BETWEEN SCALE MEASUREMENT AND FIGURES OR BETWEEN WORDING OF SPECIFICATIONS & LETTERING ON DRAWINGS. THE SPECIFICATION SHALL IN ALL CASES TAKE PRECEDENCE . IF ANY ERROR THAT IS NOT EXPLAINED EITHER BY REFERENCE TO THE DRAWINGS.
CONTRACTOR TO INFORM DRAFTSMAN DESIGNER, FOR CORRECTION BEFORE PROCEEDING WITH THE WORK (CONTRACTOR IS NOT TO SCALE DRAWINGS).
1. PLANS TO COMPLY WITH CONVENTIONAL CONSTRUCTION PROVISIONS AS STATED IN 2022 CALIFORNIA RESIDENTIAL, BUILDING, MECHANICAL, PLUMBING, ELECTRICAL AND
ENERGY CODES AS AMENDED BY STATE OF CALIFORNIA AND ALL CITY & MUNICIPAL CODES (PROJECT LOCATED TO SPECIFY SEISMIC DESIGN CATEGORY E.) A) POWER SOURCE: IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTOR SHALL RECIVE
THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR
SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW, WIRING SHALL BE PERMANENT AND
WITHOUT A DESCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT
PROTECTION, SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLED IN
EXISTING BULIDINGS OR IN BUILDINGS WITHOUT COMMERCIAL POWER OR IN BUILDING WHICH UNDER GO ALTERATIONS, REPAIRS OR ADDITIONS AS REGULATED BY CBC 2022 WALLS..................R-15 BATT INSULATION (NEW CONST. ONLY) INSULATION: CEILING ...............R-30 BATT INSULATION (NEW CONST. ONLY) ACCESS: UNDERFLOOR ...........18" x 24" MIN. SQ. (IF WOOD FLOOR) B) LOCATION WITHIN DWELLING UNITS: IN DWELING UNITS, A DETECTOR SHALL BE INSTALLED IN
EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING
ACCESS TO EACH SEPARATE SLEEPING AREA WHEN THE DWELLING UNIT HAS MORE THAN ONE
STORY AND IN DWELLINGS WITH BASEMENTS A DETECTOR SHALL BE INSTALLED ON EACH STORY
AND IN THE BASEMENT IN DWELLING UNITS WHERE A STORY OR BASEMENT IS SPLIT INTO TWO OR MORE LEVELS. THE SMOKE DETECTOR SHALL BE INSTALLED IN THE UPPER LEVEL, EXCEPT
THAT WHEN THE LOWER LEVEL CONTAINS A SLEEPING AREA A DETECTOR SHALL BE INSTALLED ON EACH LEVEL WHEN SLEEPING ROOMS ARE ON AN UPPER. LEVEL IN CLOSE PORXIMITY TO THE
STAIRWAY IN DWELLING UNITS WHERE THE CEILING HEIGHT OR A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES (610 MM) OR MORE.
SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM.
DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE LOCATED.
4. SMOKE DETECTORS.
PROVIDE 1 EACH SMOKE DETECTOR IN ALL SLEEPING ROOMS AND AT A POINT CENTRALLY LOCATED IN AN AREA GIVING ACCESS TO THE SLEEPING ROOMS.
4. BATHROOM FINISH NOTE .... ENSURE A SMOOTH , HARD, NONABSORBENT SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72"
ABOVE THE DRAIN INLET FOR SHOWER PER CBC 1213.3
5. WATER CLOSETS IN ALL BATHROOMS TO BE MAXIMUM 1.28 GALLONS PER FLUSH.
1. ALL NEW WINDOW TO BE APROVED DOUBLE GLAZED (WITH BEDROOM WINDOWS HAVING A MIN. 24" x 24" SQ. OPENING). REFER TO EGRESS WINDOW DIAGRAM
1. ROOF SHEATHING WITH RADIANT BARRIER ON UNDERSIDE OF SHEAT'G SHALL BE INSTALLED.
2. ALL WINDOWS SHALL HAVE A SOLAR HEAT GAIN COEFFICIENCY OF .40 OR BETTER.
3. WALL SHEATHING @ GABLE ENDS (ABOVE CEILING) SHALL HAVE RADIANT BARRIER PER MFGR.
INSTALLATION INSTRUCTIONS
4. ALL SEALING TAPE ON HEAT/ AC DUCTS SHALL BE UL181 (LISTED AND LABELED).
5. THE WRAPS (FOR DUCTS) MUST BE UV RESISTANT AND HAVE 150 LBS. OF BURST STRENGTH.
CONCRETE
WALL LIGHT INTERCOM
WATERPROOF WALL LIGHT FIXTURE
TELEPHONE OUTLET SINGLE HUNG
TV/ CABLE OUTLET FIXED GLASS
SMOKE DETECTOR HORIZONTAL SLIDER
FLUORESCENT LIGHT ELECTRICAL SUB-PANEL
SPOTLIGHT
$ FOUR-WAY SWITCH 4
WP
SMALL FLUORESCENT FIXTURE
THREE-WAY SWITCH
WALL SWITCH
3 $
$
HIGH EFFICACY LIGHTHE
EXISTING (E)
S.H.
FIX.
H.S.
CARBON MONOXIDE ALARMS
ELECT. METER & MAIN PANEL
DISPOSAL
RECESSED LIGHT
STUCCO
CMA
RECESSED CEILING LIGHT HOSE BIBB
ELECTRICAL/ MECHANICAL LEGEND
HEATER REGIST.
WALLS TO BE REMOVED COMB. EXHAUST & LIGHT FIXT
NEW WALLS DOORBELL PUSHBUTTON
FOUR PLEX RECEPTICLE WATER HEATER DUP. REC. OUTLET W/GROUND CEILING AIR REGISTER
DUPLEX RECEPTABLE OUTLET HEAT LAMP
GROUND FAULT INTERUPT CIRCUIT
220 V RECEPTABLE OUTLET FURNACE
EXISTING WALLS CHIME CLOSE WALLS ELECT. FAN GFIC
W.P.
34 15'-4" x 8'-0"
KITCHEN
UNIT D
15'-4" x 12'-0"
LIVING ROOM
30" GAS RANGE
REF.
36" SINK
6068 SL. DOOR
(TEMP.) ( ) 4040HS
BATH
3'-6" x 7'-0"
3'-8"
5'-0"
( ) 4040HS
3068
SOLID CORE
PANEL DOOR
3'-8" PANTRY
3'-8"
4'-0"4'-0" 3'-10"2'-6"
11'-6"
6'-0"6'-6"
7'-8" 8'-4"
3'-0"5'-0"
1'-8"
2'-10"4'-0"2'-10"
1'-7"
2040SH
(TEMP.)
2'-0"5'-9"
9'-4"
24'-0"
16'-0"
3'-0"
3'-4"
1'-3"
1'-3"
2'-5"
3'-0"2'-8"
14 RISERS UP
36" HIGH HAND RAIL
0'-10"
(N)2468 P.D.
1'-3"
2'-0" VANITY
SD
ENSURE
SMOKE
DETECTOR
TANKLESS
W.H.
CARBON
MONOXIDE
ALARM
8'-0"
MAX 7 3/4"
RISERS
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" BRICK PLANTER BOX
BY OTHERS
4" BRICK PLANTER BOX
BY OTHERS
( ) 2020HS
3'-0" 2'-0" 2'-8"
5'-0" X 2'-8"
ISLAND
18" x 24" MIN.
UNDER FLOOR
ACCESS
GFICGFICGFIC
AFIC
AFIC
AFIC
AFIC
AFIC
GFIC
GFIC
GFIC
\W.P.
AFIC
GFIC
/W.P.
HEHE
HEHE
HE HE
HEHE
EXHAUST
FAN
EXHAUST
FAN
$
$ $
$ $ $
$
$ $
3'-8"
5'-0"
3'-8"4'-0"4'-0" 3'-10"2'-6"
11'-6"6'-0"6'-6"
7'-8"8'-4"
3'-0" 5'-0"
1'-8"
2'-10"4'-0"2'-10"
1'-7"2'-0"5'-9"
9'-4"
24'-0"
16'-0"
3'-0"
1'-3"
1'-3"
2'-5"
3'-0"2'-8"
0'-10"
1'-3"
8'-0"
3'-0"2'-0"2'-8"
WHEN PORCH SLAB IS LEVEL
WITH ENTRY DOOR
LANDING DETAIL
LANDING DETAIL
SCALE 1/4"=1'-0"
GRADE
7 3/4"
MAX
C
11"
MIN.
4" MIN
CON. SLAB
36"
SL. 2%
MIN.
SCALE 1/4"=1'-0"
C
36" 11"
GRADE
7 3/4"
4" MIN
CON. SLAB
MAX
SL. 2%
MIN.MIN.
26 GAUGE FLASHING
@ WOOD TO CONC. TIE
7 3/4" @ (MAX)
1/2" @ (MAX) AT DOOR
ENTRY
26 GAUGE FLASHING
@ WOOD TO CONC. TIE
DOOR
OUTSIDE
LANDING
MAXIMUM 3/4" AT SLIDING DOORS
MAXIMUM 1/2" AT SWINGING DOORS
FINISH FLOOR
RECESS
THRESHOLD
IF REQUIRED
7-3/4" MAX.
LANDING DETAIL
SCALE 1/4"=1'-0"
C
SPECIAL SHOWER NOTE
A) . . . SHOWER PAN DIMENSIONS SHALL BE A
MINIMUM AREA OF 1024 SQ. INCHES AND
A MINIMUM FINISH DIMENSION OF 30 INCHES
IN ANY DIRECTIONS.
SHOWER DOORS SHALL
OPEN TO MAINTAIN NOT LESS THAN A 22" UN
OBSTRUCTED OPENING FOR EGRESS.
TILE SHOWER ENCLOSURE TO BE FURNISHED
w/NON- ABSORBENT FINISH TO 72" ABOVE
DRAIN INLET (SEE ALSO GENERAL NOTES)
34 UNIT C
UNIT B
UNIT AUNIT D
6068 SL. DOOR
(TEMP.)
UNIT A
LIVING ROOM
HE HE
HE
HE
HE
HE
HE
HE
3'-4"
18" x 24" MIN.
UNDER FLOOR
ACCESS 4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
3068
SOLID CORE
PANEL DOOR
4" BRICK PLANTER BOX
BY OTHERS
4" BRICK PLANTER BOX
BY OTHERS
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
( ) 4040HS
2040SH
(TEMP.)
3'-8" PANTRY
30" GAS RANGE
REF.
36" SINK
15'-4" x 8'-0"
KITCHEN
5'-0" X 2'-8"
ISLAND
EXHAUST
FAN
PROVIDE & INSTALL NEW 3'-6"
WIDE WOOD STAIR CARE W/
15 RISERS UP @ 7 3 / 4" MAX.
EACH(SEE ALSO STAIR DETAIL )
TANKLESS
W.H.
( ) 4040HS
GFIC GFIC GFIC GFIC
GFIC
GFIC
CARBON
MONOXIDE
ALARM
ENSURE
SMOKE
DETECTOR
15'-4" x 12'-0"
14 RISERS UP
9'-0" x 18'-0"
BATH
3'-6" x 7'-0"
( ) 2020HS
(N)2468 P.D.
EXHAUST
FAN
GFIC
\W.P.
36" HIGH HAND RAIL
18'-2"
21'-0"
PARKING
9'-0" x 18'-0"
PARKING
2'-0"
21'- 0"
18'-0"
9'-0"9'-0"
21'-0"
2'-5"
23'-0"
A 30" x 30"
ATTIC
ACCESS
vent dryer to exterior
20'-11"
21'- 0"
20'-11"
( ) 4036HS
GAS
RANGE
3068
6068 SL. DOOR
Tempered
( ) 3050SH
temp
REF.
21'-0" x 18'-0"
STUDIO
2620HS
TEMP.
BATH
8'-0" x 5'-0"
2'-6"
VANITY
11'-0" x 7'-0"
KITCHEN
( ) 5050HS
HE
HE
HE
HE
HE
HE
HE
HE
HE
HE
PADDLE
FAN W/
LIGHT
HE
$
$ $ $ $
GFIC
$ $
GFIC
/W.P.
AFIC
MAX 7 3/4"
RISERS
GFIC
EXHAUST
FANGFIC
$ $$
$ $
$
$ $
GFIC GFIC
AFIC
AFIC
AFIC
AFIC GFIC
GFIC
AFIC
AFIC
AFIC
GFIC
/W.P.
GFIC
/W.P.
CARBON
MONOXIDE
ALARM
PROVIDE & INSTALL NEW 3'-6"
WIDE WOOD STAIR CARE W/
15 RISERS UP @ 7 3 / 4" MAX.
EACH(SEE ALSO STAIR DETAIL
SD
SDENSURE
SMOKE
DETECTOR
$
$
AFIC
SPECIAL ELECTRICAL NOTES
A... THE BATHROOM OUTLET IS TO BE A DEDICATED CIRCUIT, PER SECTION 210.11C OF THE 2022 CEC
B... THE KITCHEN COUNTERTOP OUTLETS TO HAVE A MIN OF 2 DEDICATED CIRCUITS, PER SECTION 210.52B (2) OF THE 2022 CEC
C... PER SECTION 210.52C OF THE 2022 CEC, ELECTRICAL OUTLETS ARE
REQUIRED TO BE SPACED SUCH THAT NO SECTION OF WALL IS MORE THAT 24-INCHES FROM AN OUTLET FOR KITCHEN COUNTERTOPS.
D... ALL BEDROOM CIRCUITS SHALL BE LISTED COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTERS PROTECTED AT THE PANEL. CIRCUITS INCLUDE
LUMINARY CIRCUITS, HARD-WIRED SMOKE DETECTORS, AND RECEPTACLE OUTLETS. ROOMS WITHIN BEDROOMS (SUCH AS CLOSETS AND OPEN BATHROOMS/VANITIES) SHALL ALSO BE INCLUDED. PER SECTION 210.12 (B) OF 2022 CEC.
E... FAN AND LIGHTS TO HAVE SEPARATE SWITCHES PER CURRENT ENERGY CODE, SECTION 150 (K) 7 (B). THIS INCLUDES FAN/LIGHT COMBO, UNLESS EXCEPTION FROM (K) 7 (B) IS USED (FAN CONTINUING FOR EXTENDED PERIOD OF TIME AFTER LIGHT IS SWITCH OFF).
1. ALL LANDING AT MAIN ENTRY DOOR TO BE NOT MORE THAN 1/2" BELLOW THE DOOR'S THRESHOLD PER CRC 311.3.1.
2. ALL PLUMBING VENTS TO BE A MINIMUM 10 FEET AWAY FROM, OR AT LEAST 3 FEET ABOVE ANY OPERABLE SKYLIGHTS PER CPC 906.2.
3. ALL BATHTUB AND SHOWER FLOORS AND WALLS TO BE FINISHED WITH A NONABSORBENT SURFACE UP TO A HEIGHT OF 6 FEET (72") ABOVE FLOOR PER CRC 307.2.
4. PROVIDE EXHAUST FAN KITCHEN AREA FOR LOCAL VENTILATION INDOOR AIR QUALITY REQUIREMENTS PER 2022 CALIFORNIA ENERGY CODE SECTION 150 (0) AND ASHRAE 62.2. OTHERWISE SPECIFY KITCHEN HOOD RANGE TO BE 100 CFM MINIMUM.
5. PROVIDE CARBON MONOXIDE ALARMS OUTSIDE EACH BEDROOM PER CRC 315.2.
6. ENSURE AFCI PROTECTED RECEPTACLES IN LIVING ROOM PER CEC 210.12
7. ALL EXTERIOR RECEPTACLES TO BE GFCI PROTECTED.
8. ALL 125-VOLT, 15-AND 20-AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER CEC 406.11.
9. PROVIDE SEPARATE SWITCHES FOR ALL EXHAUST FANS IN BATHROOMS PER CALIFORNIA ENERGY CODE 150(K)(6).
10. ALL NEW WINDOWS SHALL HAVE A MAXIMUM U-FACTOR OF 0.30
G E N E R A L I N T E R I O R N O T E S
1) ALL 120 - VOLT, SINGLE-PHASE, 15-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING
OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS,
RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARE-FAULT CIRCUIT INTERRUPTER. (CEC 210.12)
2) ALL RECEPTACLES IN BATHROOM, GARAGES, ACCESSORY BUILDINGS, OUTDOORS,
CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS (WHERE RECEPTACLES SERVE COUNTER TOP SURFACES), LAUNDRY AREA, CIRCUIT INTERRUPTER (GFCI) PROTECTION.
CEC210.8)
3) IN ALL AREAS SPECIFIED IN 210.52, ALL 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. (CEC406.12)
ELECTRICAL NOTES
1) At least 50% of the installed wattage must
be high efficacy.
2) Provide completed CF-6R-LTG-01 form
confirming required wattage clearly identify on
the plans the location and type of lighting fixtures
in the kitchen, corresponding to the fixtures
specified on the CF-6R-LTG-01.
3) High efficacy lighting must be switched
separately from low efficacy lighting.
Clearly show and identify switch types and
locations on the plans.
A ... All lights in the kitchen to be high efficacy
luminaries or comply with the exceptions
as follows:
SPECIAL ELECTRICAL NOTES
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
vent dryer to exterior
30" x 30"
ATTIC
ACCESS
$ $ $$
44 21'-0"
9'-0" x 18'-0"
PARKING
18'-0"
9'-0"
( ) 4036HS
GAS
RANGE
3068
6068 SL. DOOR
Tempered
( ) 3050SH
temp
REF.
21'-0" x 18'-0"
STUDIO
2620HS
TEMP.
H/C BATH
10'-4" x 6'-4"
2'-6"
VANITY
11'-0" x 7'-0"
KITCHEN
( ) 5050HS
CARBON
MONOXIDE
ALARM
SD
SD ENSURE
SMOKE
DETECTOR
3'-2"4'-0"4'-6"5'-0"1'-4"
18'-0"
1'-11
2" 10'-0" 18'-0"
21'-0"
3'-6"
10'-2"10'-10"
15 RISERS UP
36" HIGH HAND RAIL 42" TOP GUARD
2'-6"6'-0"
12'-2"
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
ENSURE
SMOKE
DETECTOR
7'-0"
7'-8"
0PTIONAL WALL IF MURPHY BED IS USED
1'-6"
60" MIN DIA. CIRCLE
1'-6"
6'-4" 11'-4"
(N)2868
$ $
HEHE HEHE
HE HE
HE
HE
HE
HE
GFIC
PADDLE
FAN W/
LIGHT
$ $
$ $ $
GFIC GFIC
GFIC
GFIC
AFIC
AFIC
$
AFIC
AFIC
GFIC
/W.P.
GFIC
/W.P.
AFIC$
EXHAUST
FAN
ACTIVATOR
MIN.
18"
CLEAR
32" MIN
DIAMETER CLEAR
24"SIDE
ON WIDE
CLEAR48" MIN. 60" MIN.
FLUSH
CLOSETOF WATER
TO EDGE
MAX.12" 28"
MIN.
18"
FIXTURE
OF
CENTERLINE
18"
CENTERLINE
FIXTURE
OF
MIN.
10'-1"
9'-71
2"
TYPICAL HANDICAP ADA
BATHROOM LlAYOUT
65 SHEETSOF
JOB:
DRAWN:
SCALE: 1/4" = 1'-0"
BRA
DATE:2 -20 -2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
DATE:
REVISIONS
7 PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601-6861
RESIDENTIAL EGRESS WINDOWS (2022 CBC) EMERGENCY
ESCAPE AND RESCUE
In addition to the above requirement, the net clear openable height dimension shall be a minimun of 24 minimum figures will not obtain the required 5.7 square feet.) inches. The net clear openable width dimension shall be a minimum of 20 inches (Note: using both The net clear openable area shall be no less than 5.7 square feet (5 square feet for grade floor openings and basement window wells ).
Such openings shall open directly into a public way or to a yard or court that opens to public way.
Because so many fire deaths occur when occupants of residential buildings are asleep at the time of a fire, the 2022 California Building Code (CBC), Section 1029 requires that:
44" MAX. FROM BOTTOM OF
CLEAR OPENING TO FLOOR
IN EGRESS WINDOWS IN
SLEEPING ROOMS
OPENABLE
AREA EQUALS
5.7 SQ. FT.
MINIMUM SIZE WINDOW
FOR A 20" CLEAR WIDTH
20"
OPENING WIDTH
Shall have at least one operable window or exterior door opening approved for emergency escape and rescue.
Basements in dwelling units and
Every sleeping room below the fourth story
41"
FLOOR
OPENABLE AREA EQUALS
5.7 SQ. FT. MIN
MINIMUM SIZE WINDOW
FOR A 24" CLEAR HEIGHT
CLEAR MIN.
24"
CLEAR MIN.
34" CLEAR OPENING WIDTH
CLEAR
PLUMBING NOTES:
(ALL NEW ELECTRICAL WORK TO CONFORM TO ...CALIFORNIA
PLUMBING CODE, NATIONAL EDITION 2022).
A... ALL WORK SHALL BE PERMITTED AND INSPECTED BY THE CITY BUILDING DEPT. AND PLUMBING DEPT.
B... ALL FAUCETS ON ALL SINKS AND FLUSH VALVES ON ALL TOILETS
SHALL HAVE A FLOW RATE IN COMPLIANCE WITH THE STATE OF
CALIFORNIA C.E.C. CONSERVATION STANDARDS.
C... ALL PLUMBING WALLS TO BE 2 x @ 16" O.C. WALL CONSTRUCTION. (UNLESS OTHERWISE NOTED).
D... ALL NEW HOT AND COLD WATER LINES SHALL BE COPPER PIPE FOR THIS TYPE OF WORK, USE APPROVED CONNECTORS.
E... PLUMBING SIZE REQUIRED:
1) TOILETS..............3" MIN. WASTE
2) SHOWERS..........2" MIN. WASTE
3) SINKS..................2" MIN. WASTE
4) TUBS...................2" MIN. WASTE
5) HOT / COLD
WATER LINES.....3/4" MIN. COPPER
F... PLUMBING VENTS AND CLEANOUTS
1) VENT PIPE TO BE MIN. 2" DIAMETER VENT THRU ROOF MAX. (4) FOUR FIXTURES PER VENT.
G... PROVIDE AT EACH ROOF VENT. A 26 GAGE, GALVANIZED STEEL, FLASHING WITH 6" SKIRTS.
H... CLEANOUTS SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS
OR WHERE REQUIRED BY CODE AND AT ALL BENDS, ANGLES AND
UPPER TERMINALS. TOPS OF COVER PLATES SHALL BE FLUSH WITH THE FINISHED FLOOR OR GRADE.
I... ALL WALLS BEHIND SHOWERS AND TUBS TO HAVE APPROVED WATER
PROOF GREEN BOARD OR WONDER BOARD OVER STUDS PRIOR TO
INSTALLATION OF FIXTURES AND FINAL LAYER OF ENAMEL BASE PAINT OR VINYL TILE BACKING.
J... TOILETS: PROVIDE 30" CLEAR WIDTH FOR WATER CLOSET COMPARTMENTS AND 24" MIN. CLEARANCE IN FRONT OF WATER CLOSET.
K... WATER HEATERS: SHALL BE PROVIDED WITH PRESSURE TEMPERATURE RELIEF VALVE WITH DRAIN TO OUTSIDE.
L... ALL NEW & EXISTING WATER HEATERS TO BE SEISMIC STRAPPED TO WALL AT TOP AND BOTTOM WITH 26 GAUGE GAUGE METAL STRAPS PER CBC 2022.
ELECTRICAL 2ND FLOOR PLANS
SCALE: 1/4" = 1'-0"
WHEN PORCH SLAB IS LEVEL
WITH ENTRY DOOR
LANDING DETAILLANDING DETAIL
SCALE 1/4"=1'-0"
GRADE
7 3/4"
MAX
C
11"
MIN.
4" MIN
CON. SLAB
36"
SL. 2%
MIN.
SCALE 1/4"=1'-0"
C
36" 11"
GRADE
7 3/4"
4" MIN
CON. SLAB
MAX
SL. 2%
MIN.MIN.
26 GAUGE FLASHING
@ WOOD TO CONC. TIE
7 3/4" @ (MAX)1/2" @ (MAX) AT DOOR
ENTRY
26 GAUGE FLASHING
@ WOOD TO CONC. TIE
DOOR
OUTSIDE
LANDING
MAXIMUM 3/4" AT SLIDING DOORS
MAXIMUM 1/2" AT SWINGING DOORS
FINISH FLOOR
RECESS
THRESHOLD
IF REQUIRED
7-3/4" MAX.
LANDING DETAIL
SCALE 1/4"=1'-0"
C
SPECIAL SHOWER NOTE
A) . . . SHOWER PAN DIMENSIONS SHALL BE A
MINIMUM AREA OF 1024 SQ. INCHES AND
A MINIMUM FINISH DIMENSION OF 30 INCHES
IN ANY DIRECTIONS.
SHOWER DOORS SHALL
OPEN TO MAINTAIN NOT LESS THAN A 22" UN
OBSTRUCTED OPENING FOR EGRESS.
TILE SHOWER ENCLOSURE TO BE FURNISHED
w/NON- ABSORBENT FINISH TO 72" ABOVE
DRAIN INLET (SEE ALSO GENERAL NOTES)
12'-0" X 10-0"
BEDROOM
BATH
8'-8" x 5'-0"
(N)2668
(N)2668
( ) 2030HS
(TEMP)
13'-3" X 10'-0"
LIVING ROOM
12'-0" X 10-0"
BEDROOM
( ) 6030HS (TEMP)
BATH
8'-8" x 5'-0"
(N)2668
(N)2668( ) 4040HS
(EGRESS)
(N)2668
( ) 2030HS( ) 4030HS( ) 4030HS
( ) 6030HS
11'-4" X 11-8"
BEDROOM #2
13'-0" X 10'-4"
BEDROOM #1
BATH
8'-0" x 5'-0"
11'-4" X 11'-8"
BEDROOM #2
13'-0" X 10'-4"
BEDROOM #1
BATH
8'-0" x 5'-0"
UNIT A
UNIT D
( ) 2030HS( ) 4030HS( ) 4030HS
( ) 6030HS
(N)2668
(N)2668
(N)2668
(N)2668
18'-0" 19'-0" 18'-0"
55'-0"
UNIT A
16'-0"2'-0"16'-0" 2'-0"
13'-8"4'-4" 4'-4"8'-4"3'-0"
5'-0" 6'-0" 5'-0"
3'-4"
4'-6" 4'-0"4'-0" 4'-0"
3'-0"2'-8"10'-8"
3'-8"
1'-0"
2'-6"
2'-0"3'-2"3'-6"
3'-9" 2'-0" 3'-2" 3'-10"3'-3"
11'-4"2'-8"10'-8"3'-8"
3'-0"4'-0"4'-4"3'-4"4'-0"3'-4"
3'-8"
11'-4"2'-8"10'-8"3'-8"
8'-4"
12'-0" 12'-0"
6'-4"
6'-8"
6'-4"
6'-8"
2'-0" CANTILEVER FROM BELOW2'-0" CANTILEVER FROM BELOW
2'-0" CANTILEVER FROM BELOW 2'-0" CANTILEVER FROM BELOW 3'-0"4'-0"4'-4"3'-4"4'-0"3'-4"
2'-6"
2'-0"
VELUX (ACRYLIC
2 x2 OPERABLE
(SKYLIGHT)
ICBO NER216
VELUX (ACRYLIC
2 x2 OPERABLE
(SKYLIGHT)
ICBO NER216
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
12" SHELF & POLE
12" SHELF & POLE
12" SHELF & POLE
12" SHELF & POLE12" SHELF & POLE
12" SHELF & POLE
2'-6" VANITY
2'-6" VANITY
3'-0" VANITY 3'-0" VANITY
( ) 4040HS
(EGRESS)
( ) 4040HS
(EGRESS)
( ) 4040HS
(EGRESS)
15 RISERS DOWN 15 RISERS DOWN
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
5'-0" x 3'-0" TEMP. GLASS
SHOWER ENCLOSURE
w/NON- ABSORBENT
FINISH TO 72" (SEE ALSO
GENERAL NOTES)
(N)2668
18'-0"
2'-0"2'-10"3'-0"
1'-0"
9'-8"3'-8"3'-8"
( ) 2030HS
(TEMP)
( ) 4040HS
(EGRESS)
( ) 4040HS
(EGRESS)
12'-4"
( ) 6030HS (TEMP)
1'-3"
24'-8"
29'-0"
8'-0"
1'-3"
3068
( ) 6040HS
7'-0" 7'-0"
30''
RANGE
36" SINK
REF.
1868
13'-0" X 10-0"
LIVING ROOM
11'-0" x 7'-0"
KITCHEN
1868
3068
( ) 6040HS
30''
RANGE
REF.
36" SINK
VELUX (ACRYLIC
2 x2 OPERABLE
(SKYLIGHT)
ICBO NER216
15 RISERS DOWN 15 RISERS DOWN
5'-6" X 2'-0"
ISLAND
5'-6" X 2'-0"
ISLAND
(STACKABLE
W/D(STACKABLE
W/D
36" HIGH HAND RAIL 36" HIGH HAND RAIL42" HIGH TOP GUARD RAIL42" HIGH TOP GUARD RAIL CARBON
MONOXIDE
ALARM
CARBON
MONOXIDE
ALARM
3'-6"
7'-0"6'-0"4'-8"2'-0"8'-0"
18'-8"
10'-10"10'-2"
4'-4"4'-0"4'-0"
12'-0"
8'-6"
1'-0"
10'-7"
4'-0"
5'-6"
4'-0"2'-10"
3'-3"
3'-0"
30" x 30"
ATTIC
ACCESS 30" x 30"
ATTIC
ACCESS
12'-0"17'-6"
10'-2"10'-10"
6'-0"
4'-0"4'-0"4'-0"
4'-0"3'-0"
2'-10"
4'-10"
2'-0"
3'-0"
4'-0"
vent dryer to exterior
HEHE
HEHE
PADDLE
FAN W/
LIGHT
HE
HE
HE
HE
HE
HE
GFICGFIC GFIC
GFIC
GFIC
GFIC
GFIC
HE
HEHE
HEHE
PADDLE
FAN W/
LIGHT
HEHE
HEHE
PADDLE
FAN W/
LIGHT
HE
HE
GFICGFIC GFICGFIC GFIC
GFIC
GFIC
HE
HEHE
HEHE
PADDLE
FAN W/
LIGHT
HE
HE
HE
HE
HE
HE
GFIC
VELUX (ACRYLIC
2 x2 OPERABLE
(SKYLIGHT)
ICBO NER216
HEHE
HEHE
PADDLE
FAN W/
LIGHT
HEHE
HEHE
PADDLE
FAN W/
LIGHT
EXHAUST
FAN
GFIC
R
$$$
HE
HE
HE
HE
HEHE
HEHE
PADDLE
FAN W/
LIGHT
HE
EXHAUST
FAN
R
$$$ GFIC
HE
HE
HE
HEHE
HEHE
PADDLE
FAN W/
LIGHT
HEHE
EXHAUST
FAN
EXHAUST
FAN
R
R
WP
GFIC
WP
GFIC
AFIC
AFIC
AFIC
AFIC
AFIC
SD SDENSURE
SMOKE
DETECTOR
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFICAFIC
AFIC
AFIC
AFIC
AFIC
AFIC
AFICAFIC
AFICAFICAFICAFICAFICAFICAFICAFIC
ENSURE
SMOKE
DETECTOR
SDSD
ENSURE
SMOKE
DETECTOR
SDSD
R
AFIC
AFIC
R
AFIC
AFIC
AFICAFIC
AFICAFICAFICAFIC
AFICAFICAFIC
AFIC
AFIC
AFIC
SD
SD
ENSURE
SMOKE
DETECTOR
SD
SD
ENSURE
SMOKE
DETECTOR
220 V220 V
$$
$$
$ $
$ $
$ $
$
$
SD SD
$ $ $
$ $$ $
$ $ $
$ $
$ $
HE HE
$
GFICGFIC
$ $
AFICAFIC
GFIC
$
$$
$
$
CONCRETE
WALL LIGHT INTERCOM
WATERPROOF WALL LIGHT FIXTURE
TELEPHONE OUTLET SINGLE HUNG
TV/ CABLE OUTLET FIXED GLASS
SMOKE DETECTOR HORIZONTAL SLIDER
FLUORESCENT LIGHT ELECTRICAL SUB-PANEL
SPOTLIGHT
$ FOUR-WAY SWITCH 4
WP
SMALL FLUORESCENT FIXTURE
THREE-WAY SWITCH
WALL SWITCH
3 $
$
HIGH EFFICACY LIGHTHE
EXISTING (E)
S.H.
FIX.
H.S.
CARBON MONOXIDE ALARMS
ELECT. METER & MAIN PANEL
DISPOSAL
RECESSED LIGHT
STUCCO
CMA
RECESSED CEILING LIGHT HOSE BIBB
ELECTRICAL/ MECHANICAL LEGEND
HEATER REGIST.
WALLS TO BE REMOVED COMB. EXHAUST & LIGHT FIXT
NEW WALLS DOORBELL PUSHBUTTON
FOUR PLEX RECEPTICLE WATER HEATER DUP. REC. OUTLET W/GROUND CEILING AIR REGISTER
DUPLEX RECEPTABLE OUTLET HEAT LAMP
GROUND FAULT INTERUPT CIRCUIT
220 V RECEPTABLE OUTLET FURNACE
EXISTING WALLS CHIME CLOSE WALLS ELECT. FAN GFIC
W.P.
SPECIAL ELECTRICAL NOTES
1... A MINIMUM OF ONE RECEPTACLE MUST BE INSTALLED WITHIN A RESIDENTIAL BATHROOM WITHIN 3 FEET OF THE SINK
A) .... ON THE WALL ADJACENT TO THE SINK; OR,
B) .....ON THE SIDE OR FACE OF THE SINK CABINET.
2... BATHROOM RECEPTACLES SHALL BE INSTALL ON A 20-AMPERE BRANCH CIRCUIT THAT IS A) ....DEDICATED TO ONLY BATHROOM RECEPTACLES; OR,
B)... DEDICATED TO THE RECEPTACLES AND LIGHTING WITHIN A SINGLE BATHROOM ONLY.
3... PROVIDE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR ALL BATHROOM
RECEPTACLES
4... NO RECEPTACLES MAY NOT BE INSTALLED WITHIN OR DIRECTLY OVER A BATHTUB OR
SHOWER STALL
1. ALL SINK FAUCETS,SHOWER HEADS,TOILETS AND URINALS SHALL COMPLY WITH CALIFORNIA CIVIL CODE SECTION 1101.8 ( KITCHEN FAUCETS SHALL NOT EXCEED 1.8 MAX PER FLUSH ).,.. LAVATORY FAUCETS SHALL NOT EXCEED
1.2 GALLONS...SHOWER HEADS SHALL NOT EXCEED..2.0 GALLONS... AND URINALS SHALL NOT EXCEED .5 GALLONS PER FLUSH .
2. PER CPC SECTION 402.2.2, SINGLE FLUSH WATER CLOSETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME NOT TO EXCEED 1.28 GALLONS. .
3. INDOOR WATER USE SHALL BE REDUCED BY AT LEAST 20%BY USING WATER SAVING FIXTURES OR FLOW RESTRICTIONS OR DEMONSTRATE A 20% REDUCTION IN BASELINE WATER PER SECTION 4.303.1
4 ALL ADDITIONS ON OR AFTER JANUARY 1,2014 SHALL REPLACE NON
COMPLIANT PLUMBING FIXTURES WITH WATER CONSERVING PLUMBING
FIXTURES
NON-COMPLIANT PLUMBING FIXTURES SHALL BE REPLACED WITH WATER CONSERVING PLUMBING FIXTURES PER CBC SECTION 301.1.1. PLUMBING
FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE
OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR FINAL PERMIT
APPROVAL BY THE BUILDING DEPARTMENT
1. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15-AND 20
AMPERE RECEPTACLE OUTLETS INSTALLED IN A DWELLING UNIT LIVING,
DINING AND FAMILY ROOMS, PARLORS, BEDROOMS, LIBRARIES, DENS,
HALLWAYS, RECREATION ROOM, CLOSET OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. CEC ARTICLE 210.12
2 ALL NEW AND REPLACED DUPLEX RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT " RECEPTACLE..2022 CEC ART 406.12
3 AT LEAST TWO 20-AMP BRANCH CIRCUITS SHALL BE PROVIDED FOR SMALL KITCHEN APPLIANCES AT THE COUNTER TOP (CEC 210.52) 4 ALL RECEPTACLES IN KITCHEN AREAS TO BE GFIC TAMPER PROOF NOT TO EXCEED.. 4'-0" O.C.
5 ALL EXHAUST FANS THROUGHOUT THE RESIDENCE SHALL BE SWITCHED
SEPARATELY FROM ANY LIGHTING SYSTEM
6 ALL KITCHEN EXHAUST SHALL BE DUCTED TO THE EXTERIOR 7 ALL RECESSED LIGHTING FIXTURES INSTALLED IN INSULATED CEILINGS
SHALL BE IC ( INSULATION COVER )AND AT ( AIR TIGHT )RATED AND
SHALL BE SEALED BETWEEN THE FIXTURE HOUSING AND THE GYP WITH A GASKET OR CAULK. RECESSED LIGHTING FIXTURES SHALL NOT CONTAIN SCREW BASE SOCKETS. CEC 150.0(k)1C
ADDITIONAL... BATHROOM FIXTURE / ELECT /
PLUMBING, MECH AND INSULATION NOTES
PLUMBING
ELECTRICAL
66 5'-0" SIDEWALK 5'-0" SIDEWALK5'-0" SIDEWALK
2'-5"
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" BRICK PLANTER BOX
BY OTHERS
4x4 POST
4x4 POST
4x4 POST
4x4 POST4x4 POST
4x4 POST
4x4 POST
4x4 POST
PIER
PIERPIER
PIER
HU 46 TF
GIRDER
HANGER
5'-0"
6'-0"6'-0"6'-0"6'-0"
24'-0"
5'-4" 5'-4" 5'-4"
16'-0"
9'-8"5'-0"9'-4"
1'-3"2'-5"
3'-8"
LC LC
LC
LC
LC
LC LC
LC
LC
LC
LC
LC
LC
FLOOR JOIST
2 x 6 @ 16" O.C. DF2
FLOOR JOIST
2 x 6 @ 16" O.C. DF2
FLOOR JOIST
2 x 6 @ 16" O.C. DF2
2 x 6 @ 16" O.C. DF2
FLOOR JOIST
2 x 6 @ 16" O.C. DF2
FLOOR JOIST
8"
8"
8"
8"
8"
8"
8"
8"
2'-5"
5'-0"
6'-0"6'-0"6'-0"6'-0"
24'-0"
5'-4"5'-4"5'-4"
16'-0"
9'-8"5'-0"9'-4"
1'-3" 2'-5"
3'-8"
PROPOSED FOUNDATION PLANS ( FOR REFERENCE
ONLY ... SEE ALSO STRUCTURAL SHEETS )
SCALE: 1/4" = 1'-0"
SHEETSOF
JOB:
DRAWN:
SCALE: 1/4" = 1'-0"
BRA
DATE: 2 -19 -2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
DATE:
REVISIONS
8 PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
18'-2"
23'-0"
I. All concrete shall be regular weight, 5 sack mix, and have a minimum 28-day compressive stregth of 2,500 PSI, unless specifically noted otherwise on the plans. Maximum slump shall be 4 inches. Type II cement per ASTM C150.
J. All reinforcing steel to be ASTM A615, deformed bars, as follows, (unless L. Minimum lap for staggered contact splices of rebar is 48 bar diameters.
N. Anchor bolts shall be as a minimum: 5/8" dia. X 12" long., spaced at 4'-0" O.C. They shall have a minimum embedment of 8" into the concrete, and be configured with a standard hook or "J" at the embedded end. 1/2" X 3 1/2" unless specifically prohibited by the enginner or local building department. A minimum of two bolts shall be placed per sill piece, within 12" of each end. embedded HILTI-KWIK II bolts may be substituted for 5/8" dia. Anchor bolts
1.5" concrete not exposed to earth or weather
CONCRETE AND FOUNDATION NOTES:
per shear wall schedules. All anchor bolts to be A307 steel. grade "A" unless O. Expansion anchor bolts shall not be installed until concrete has reached its full P. For shear wal and holdown locations, coordinate with floor plan on dwg. No. 2 R. For exact location of posts, coordinate with roof framing plan on dwg. No. 4 and with floor plan on dwg. No. 2. Face of posts shall be flush with face of Q. For shear wall fastener schedule, see detail 1 on this drawing. expansion anchor. See the plans for special anchor bolt spacing requirements Anchor bolts less than 1 1/2" from the sill edge shall be replaced with an studs unless otherwise noted.
otherwise noted.
design stregth.
K. Minimum cover for all rebar is:
2" for formed concrete against the earth
3" for concrete cast against the earth
otherwise noted on the plans):
#4 & smaller, gr. 40
#5 & larger, gr. 60
1. THE ALLOWABLE SPANS FOR HORIZONTAL LOAD BEARING MEMBERS
SHALL BE TAKEN AS THE CLEAR HOIZONTAL DISTANCE BETWEEN
SUPPORTS.
FLOOR JOISTS NOTES
2. ALL JOIST SHALL HAVE MINIMUM BEARING OF 1 1/2" INCHES WHEN
SUPPORTED ON WOOD OR METAL AND THREE INCHES BEARING ON
MASONRY WALLS EXCEPT WHEN SUPPORTED ON A RIBBON BOARD
AND NAILED SECURELY TO THE ADJOINING STUD.
3. ALL FLOOR JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS
SHALL BE DOUBLED, SPIKED TOGETHER OR MAY BE SEPARATED BY
SOLID BLOCKING NO MORE THAN FOUR FEET ON CENTER TOO PERMIT THE PASSAGE OF PIPES.
4. SOLID BLOCKING NOT LESS THAN TWO INCHES THICK AND THE FULL
DEPTH OF THE JOISTS SHALL BE PROVIDED OVER EACH SUPPORT AND THE ENDS OF EACH JOIST.
5. HEADER JOISTS OVER SIX FEET LONG AND TAIL JOISTS OVER 12 FEET LONG SHALL BE HUNG IN APPROVED JOISTS HANGERS. TRIMMERS AND HEADERS MORE THAN FOUR FEET LONG SHALL BE DOUBLED.
6. NOTICES ON THE END OF JOISTS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. HOLES BORED IN JOISTS SHALL NOT BE WITHIN TWO
INCHES OF THE TOP OR BOTTOM OF THE JOIST AND DIAMETER OF ANY SUCH HOLES HALL NOT EXCEED ONE-THIRD THE DEPTH OF JOIST.
NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE
SIXTH THE DEPTH AND SHALL NOT TO BE LOCATED IN THE MIDDLE THIRD OF THE SPAN.
7. ALL JOISTS AND BEAMS SHALL BE KEPT NOT LESS THAN TWO INCHES
FROM ALL FLUES AND CHIMNEYS EXCEPT THAT REDUCTION TO ONE
INCH IS PERMITTED FOR FIREPLACES AND CHIMNEYS IN EXTERIOR WALLS, AND AT LEAST TWO INCHES FROM BACK OF FIREPLACES.
ALL SPACES BETWEEN CHIMNEYS AND WOOD FRAMING AT FLOORS,
CEILINGS AND ROOF SHALL BE FIRE STOPPED WITH NONCOMBUSTIBLE MATERIAL.
___________S.F.¸ 150 S.F.=__________
___________S.F.x 144 S.I.=__________
(144 SQUARE INCHES = 1 S.F.)=
(AREA OF VENT) =_________________
MIN. UNDERFLOOR VENTS
REQUIRED:___________
x ó" WWM 10/10 MESH EACH.
_____ NEW VENTS MIN.@ 6" x 14"
ENSURE 1 SF MIN UNDERFLOOR
VENTILATION FOR EACH 150 S.F.
OF UNDERFLOOR AREA
UNDERFLOOR VENTILATION
AREA OF NEW UNDERFLOOR
FORMULA
(6 x14) 84 SI
3.52 378
3.52363
6 MIN
6 ___________S.F.¸ 150 S.F.=__________
___________S.F.x 144 S.I.=__________
(144 SQUARE INCHES = 1 S.F.)=
(AREA OF VENT) =_________________
MIN. UNDERFLOOR VENTS
REQUIRED:___________
x ó" WWM 10/10 MESH EACH.
_____ NEW VENTS MIN.@ 6" x 14"
ENSURE 1 SF MIN UNDERFLOOR
VENTILATION FOR EACH 150 S.F.
OF UNDERFLOOR AREA
UNDERFLOOR VENTILATION
AREA OF NEW UNDERFLOOR
FORMULA
(6 x14) 84 SI
___________S.F.¸ 150 S.F.=__________
___________S.F.x 144 S.I.=__________
(144 SQUARE INCHES = 1 S.F.)=
(AREA OF VENT) =_________________
MIN. UNDERFLOOR VENTS
REQUIRED:___________
x ó" WWM 10/10 MESH EACH.
_____ NEW VENTS MIN.@ 6" x 14"
ENSURE 1 SF MIN UNDERFLOOR
VENTILATION FOR EACH 150 S.F.
OF UNDERFLOOR AREA
UNDERFLOOR VENTILATION
AREA OF NEW UNDERFLOOR
FORMULA
(6 x14) 84 SI
2.34 352
2.34338
5 MIN
6 ___________S.F.¸ 150 S.F.=__________
___________S.F.x 144 S.I.=__________
(144 SQUARE INCHES = 1 S.F.)=
(AREA OF VENT) =_________________
MIN. UNDERFLOOR VENTS
REQUIRED:___________
x ó" WWM 10/10 MESH EACH.
_____ NEW VENTS MIN.@ 6" x 14"
ENSURE 1 SF MIN UNDERFLOOR
VENTILATION FOR EACH 150 S.F.
OF UNDERFLOOR AREA
UNDERFLOOR VENTILATION
AREA OF NEW UNDERFLOOR
FORMULA
NOTES:
IF THE BORED HOLE DIAMETER
EXCEEDS 40% OF THE STUD WIDTH
DOUBLE UP THE STUDS, PROVIDED
THAT THE HOLE DIAMETER IS LESS
THAN 60% OF THE STUD WIDTH
AND NOT MORE THAN TWO SUCH
SUCCESSIVE DOUBLE STUDS ARE
SO BORED.
-BORED HOLES SHALL NOT BE
LOCATED AT THE SAME SECTION
OF STUD AS A CUT OR NOTCH.
SIZED (IN)E (IN)
2x41-3/8" 7/8"
2x62-3/16" 1-3/8"
D
E
5/8"
MIN.
MIN. ONE
STUD WIDTH
ALLOWABLE HOLES & NOTCHES
IN LOAD-BEARING STUDSD
FLOOR JOIST
2 x 6 @ 16" O.C. DF2
FLOOR JOIST
2 x 6 @ 16" O.C. DF2
FLOOR JOIST
2 x 6 @ 16" O.C. DF2
2 x 6 @ 16" O.C. DF2
FLOOR JOIST
2 x 6 @ 16" O.C. DF2
FLOOR JOIST4 x 6 P.T. GRIDER 4 x 6 P.T. GRIDER 4 x 6 P.T. GRIDER 4 x 6 P.T. GRIDER GRIDER 4 x 6
GRIDER 4 x 6GRIDER 4 x 6 GRIDER 4 x 6GRIDER 4 x 6 GRIDER 4 x 6 GRIDER 4 x 6 3/4" MIN. T & G
PLYWOOD SUB FLOOR
( SEE ALSO NOTE THIS PAGE )
3/4" MIN. T & G
PLYWOOD SUB FLOOR
( SEE ALSO NOTE THIS PAGE )
3/4" MIN. T & G
PLYWOOD SUB FLOOR
( SEE ALSO NOTE THIS PAGE )
LC
LC
LC
LC
LC
LC LC
LC
LC LC
LC
LC
LC LC
LC
LC
LC
LCLC
PIERPIER
PIERPIER PIER PIER
PIER
PIER
PIER
PIER
PIER
PIER
PLYWOOD FLOOR SHEATHING:
B: PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX
STURD-I-FLOOR APA RATED SHEATHING EXPOSURE
1 USING 10D NAILS OR EQUIVALENT WOOD SCREWS
AT 6" O.C. MAX. EDGE NAILING, 10" O.C. MAX. FIELD
NAILING. PLYWOOD TO APPLY WITH FACE GRAIN
PERPENDICULAR TO FRAMING MEMBERS BELOW,
STAGGER ADJACENT PANELS BY 4 FEET.
PLYWOOD SUB FLOOR SHEATHING:
A:.... PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX STURD-I-FLOOR APA RATED SHEATHING EXPOSURE 1 USING 10D NAILS OR
EQUIVALENT WOOD SCREWS AT 6" O.C. MAX. EDGE NAILING, 10" O.C . MAX. FIELD NAILING. PLYWOOD TO APPLY WITH FACE
GRAIN PERPENDICULAR TO FRAMING MEMBERS BELOW, STAGGER
ADJACENT PANELS BY 4 FEET.
.
4x4 POST
4x4 POST
4x4 POST
4x4 POST4x4 POST
4x4 POST
4x4 POST
4x4 POST
4x4 POST4x4 POST
4x4 POST
4x4 POST
4x4 POST
4x4 POST
4x4 POST
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
HU 46 TF
GIRDER
HANGER
PLANTER BOX
( BY OTHERS )
PLANTER BOX
( BY OTHERS )
PLANTER BOX
( BY OTHERS )
PLANTER BOX
( BY OTHERS )
PLANTER BOX
( BY OTHERS )
PLANTER BOX
( BY OTHERS )
55'-0"
5'-0"
8'-0"
1'-0"
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
5'-0"
5'-6"
8'-0"
6x14 x óWWM
SCREEN FLOOR
VENTS (6 TOTAL)
6x14 x óWWM
SCREEN FLOOR
VENTS (6 TOTAL)
6x14 x óWWM
SCREEN FLOOR
VENTS (6 TOTAL)
3.52 378
3.52363
6 MIN
6 UNIT "A"UNIT "D"UNIT "B"UNIT "C"
6 4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
4" MIN THICK CONC
SLAB.SLOPE
OUT 2% MIN.
6'-0"6'-0"6'-0"
18'-0"
LC
LC
6'-0"6'-0"6'-0"
18'-0"
LC
LC
4'-6" 5'-6" 5'-6" 5'-6"
21'-0" 18'-0"
5'-6" 5'-6"
4x4 POST
LC
LC
LC
4'-6" 5'-6"
21'-0"
3.52 378
3.52363
6 MIN
(6 x14) 84 SI
2'-6"
2'-6"
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
67 PROPOSED ROOF PLAN
SCALE: 1/4" = 1'-0"
SHEETSOF
JOB:
DRAWN:
SCALE: 1/4" = 1'-0"
BRA
DATE: 2 -20 -2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
DATE:
REVISIONS
PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
16'-0"
19'-0"
9 NOT TO SCALE
12" MIN
7/8" STUCCO/ WOOD FINISH
PROVIDE FRIEZE BLOCK W/
(3) 1 1/2" DIA. HOLE EA. BLOCK
WHERE SLOPING CEIL. OCCURS.
NOTE:
CONT. G.I. CHANNEL VENT
3/8" PLYWOOD SHEATHING
2" x 4" DF STUDS @ 16" O.C.
2"
PLYWOOD
ROOF SHEATHING
LINE OF ROOFING MATERIAL
12"
/ 2" x ____ FASCIA
G.I. CURVED FASCIA
GUTTER
BOARD
2" x __ DF FRIEZE
BLOCKING OMIT BLOCK
EVERY THIRD RAFTER BAY
2" x __ DF RAFTER
INSULATION BAFFLE
1" MIN
AIR GAP
R-30
INSULATION
(ALTERNATE DETAIL)
(SEE ALSO VENTILATION SCHEDULE)
SEE ALSO
EXTERIOR ELEVATIONS
2" x 4" DF2 CONT.
HORIZ. STUDS @24"
O.C. ( SECURE TO
WALL W/ 2x4 LEDGER
TYPON OR EQUAL URETHANE
EXTERIOR CROWN MOLDING
PROVIDE ADHESIVE TO ALL JOINTS
WOOD STUD
5 / 8 " TYPE "X" RATED
GYP. BD.
GUTTERS SHALL
PREVENT THE
ACCUMULATION
OF LEAVES (TO BE
GALVANIZED)
EXPOSED 2 x FASCIA
SHALL BE FIRE-RETARDANT-
TREATED
7 / 8" STUCCO OR OTHER
NON COMBUSTIBLE OR
IGNITION RESISTANT MATERIAL
ON EXPOSED UNDERSIDE
1 HR RATED EAVE DETAIL
NOT TO SCALER
5/8'' TYPE ''x'' 1 HOUR
RATED GYP BOARD WRAP
WHERE EXPOSED
WOOD SHALL BE
FIRE-RETARDANT
TREATED
ASPHALT SHINGLES OR
TILES SHALL BE FIRE-
STOPPED AT EAVES
NO OPENINGS OR VENT HOLES TO BE
PERMITED.WITHIN 5' 0" OF PROPERTY LINE
.ANY VENTILATION TO BE PROVIDED WITH
EYEBROW OR RIDGE VENTING
1. ROOF FRAMING AND TRUSSES SHALL BE EFFECTIVELY ANGLE-BRACED
ROOF RAFTERS, WHEN SUPPORTED ON A RIBBON, SHALL BE WELL NAILED TO THE STUDS. TRUSSES SHALL NOT BE NAILED TO INTERIOR WALLS.
2. THE ALLOWABLE SPAN OF ROOF RAFTERS SHALL BE MEASURED ALONG
THE RAFTER FROM PLATE TO RIDGE EXCEPT THAT WHERE RAFTERS ARE
BRACED WITH PURLINS AND STRUTS TO BEARING PARTITIONS, THE SPAN SHALL BE CONSIDERED BETWEEN PURLINS.
3. THE MAXIMUM SPAN FOR 2 x 4 PURLINS IS FOUR FEET. THE MAXIMUM SPAN FOR 2 x 6 PURLINS IS SIX FEET. THE MINIMUM SIZE FOR PURLING SUPPORTS (KICKERS) IS 2 x 4 SHALL BE INSTALLED VERTICAL OR MAY BE INSTALLED AT ANGLE UP TO 45% MEASURED FROM VERTICAL. ALL PURLIN
SUPPORTS (KICKERS) SHALL BE CONNECTED TO THE TOP PLATE OF A BEARING WALL. IN NO CASE SHALL A PURLIN BE LESS IN SIZE THAN THE RAFTERS IT SUPPORTS.
4. A RIDGE SHALL BE INSTALLED AT ALL RIDGES AT LEAST TWO INCHES THICK NOT LESS IN DEPTH THAN THE END CUT OF THE RAFTER. WHERE THE SLOPE OF THE ROOF IS LESS THAN 3:12 THE RIDGE MEMBER SHALL BE DESIGNATED AS A LOAD-BEARING MEMBER.
5. ALL VALLEY AND HIP RAFTERS SHALL BE NOT LESS THAN 2 INCHES THICK AND NOT LESS IN DEPTH THAN THE END CUT OF THE RAFTER.
6. WHERE CEILING JOISTS RUN OPPOSITE TO RAFTERS, RAFTERS SHALL BE PROVIDED WITH CROSS TIES AT 48 INCHES ON CENTER PLACED NEAR THE PLATE. THE MINIMUM SIZE FOR THE CROSS TIES SHALL BE 1 INCH BY 4 INCH.
7. THE USE OF ROOF TRUSSES SHALL REQUIRE BUILDING SAFETY DIVISION APPROVAL OF ENGINEERING DESIGN, DETAILS AND CALCULATIONS.
TRUSSES SHALL NOT BE CUT WITHOUT REVIEW AND APPROVAL FROM THE BUILDING SAFETY DIVISION.
ROOF FRAMING NOTES
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
ROOF SLOPE
ROOF SLOPE
12 6
12 6
ROOF SLOPE
6 12
6 12
6 12
(N) 2 x 8 @ 24" O.C.
ROOF RAFTERS
ROOF SLOPE
ROOF SLOPE
ROOF SLOPE
ROOF SLOPE
(N) 2 x 8 @ 24" O.C.
ROOF RAFTERS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
ROOF SLOPE
ROOF SLOPE
ROOF SLOPE
ROOF SLOPE
6 12
6 12
6 1212
6 12
6 12
6 WALL LINE
J
N.T.S.
WALL LINE
WALL LINE
1" TO 2"
MAX.
3 ô MAX
1 ôTO 2"
MAX.
1 1/2"
MIN.
1 ôTO 2"
MAX.
WALL LINEWALL LINE
2" MAX
1 õ" MIN
3 1/2"
MAX.
WALL LINE
1" TO 2"
MAX.
1 1/2"
MAX.
1 1/2" MIN.
1 ó" TO 2"
MAX.
1" TO 2"
MAX.
1 1/2"
MIN.
HAND RAIL OPTIONS
PARALLEL LINE
8'-0"4" MAX.
36" TO 38" MAX.SIMPSON PB44 OR EQUAL
4"x4" POST (OPTIONAL)
AT ALL CLOSED STAIRCASES
STANDARD STAIR SECTIONA
SCALE: 3/8"=1'-0"(REVERSE RUN)
P.T. 2x4 NAILER
2 MIN 1/2" ROUND LAG TO STRINGERBOLTS @ EA POST
STUDS @ 16" O.C. (OPTIONAL)
1/2" GYP. TYPE "X" BD. OVER 2"x4"
4" MIN.
HANGAR
SIMPSON TO BEARING BELOW
INSURE 1 HR. TYPE "X"
5/8" GYP. BOARD
UNDER STAIRS.
PARALLEL LINE
DBL. 2" x 4" TOP PLATE
U210
12"
4 3/8" O.C.
42"
6'-8" MIN.
PARALLELS LINES
CL
4 3/8" O.C. MAX.
STAIR NOSING SHALL BE
UNIFORM AND THE RADIUS
SHALL NOT EXEED 0.5 INCHES
4x4 POST OR
DECO BALUSTER
HANGAR
38" HAND RAILDBL. JOISTS
4"
LC
FIRE BLOCK TYP. FOR
ENCLOSED STAIRS
DBL. 2" x 12 RIM
JOIST TYP.
7 3/4" MAX.
10" MIN.
SIMPSON
1"
(2) 2x12 DF2 STRINGER
OVER 4'-0" IN WIDTH.
@ BOTH SIDES (3) IF STAIRS
LC CL42" TOP GUARD
42" TOP GUARD
8'-0"
4" MIN.
36" TO 38" MAX.
2 MIN 1/2" ROUND LAG TO STRINGERBOLTS @ EA POST
SIMPSON PB44 OR EQUAL
SCALE: 3/8"=1'-0"
STANDARD STAIR SECTIONB
5/8" GYP. BD. OVER 2"x4"
STUDS @ 16" O.C. (OPTIONAL)
INSURE 1 HR. TYPE "X"
1/2" GYP. BOARD
UNDER STAIRS.
P.T. 2x4 NAILER
AS REQ'D.
DBL. JOIST TYP.
STAIR NOSING SHALL BE
UNIFORM AND THE RADIUS
SHALL NOT EXEED 0.5 INCHES
42"
4 3/8" MAX. O.C.
IN LIEU OF JOIST HANGARS USE
ENCLOSED STAIRS
FIRE BLOCK TYP. FOR
4"
SECURE TO POST WITH (2) 12"
W/1/2" LEG BOLTS
TO BEARING BELOW
4"x4" POST (OPTIONAL)
DBL. 2" x 4" TOP PLATE
6'-8" MIN. PARALLELS LINES
1"
7 3/4" MAX.
PARALLEL LINE
4 3/8" O.C. MAX.
4x4 POST OR
DECO BALUSTER
4" MAX.
LC CL
(2) 2x12 DF2 STRINGER
1@ EACH SIDE12"2" x 6" LEDGER
PARALLEL LINE
38" HAND RAIL
DBL. JOISTS
42" TOPGUARD
42" TOPGUARDLC CL
10" MIN.
SERVING ONE INDIVIDUAL DWELLING UNIT IN GROUP R DIVISION 1 OR 3 A LANDING THE BOTTOM OR TOP RISER MAY BE REDUCED ALONG THE SQUARE FEET (37.16 SQ. METERS)
MAY BE USED FOR REQUIRED EXITS WHEN THE AREA SERVED IS LIMITED TO 400
5.- SPIRAL STAIRWAYS: SPIRAL STAIRWAYS MAY BE INSTALLED SUCH STAIRWAYS (76 MM) IN EVERY 3 FEET (914 MM) OF STAIRWAY WIDTH.
IN HEIGHT OF THE BOTTOM OR TOP RISER NOT TO EXCEED 3 INCHES SLOPE TO LESS THAN 4 INCHES (102 MM) IN HEIGHT WITH THE VARIATION OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCHES STAIRWAY. THE LARGEST TREAD WIDTH OR RISER HEIGHT WITHIN ANY FLIGHT
AND THE SMALLER RADIUS IS NOT LESS THAN TWICE THE WIDTH OF THE PROVIDED THE MINIMUM WIDTH OF RUN IS NOT LESS THAN 10 INCHES (254 MM)
4.- CIRCULAR STAIRSWAYS: CIRCULAR STAIRWAYS MAY BE USEDAN EXIT.
CASE SHALL ANY WIDTH OF RUN BE LESS THAN 6 INCHES (152 MM) AT ANY
THE SIDE OF THE STAIRWAY WHERE THE TREADS ARE NARROWER, BUT IN NO OF RUN IS PROVED AT A POINT NOT MORE THAN 12 INCHES (305 MM) FROM
3.- WINDING STAIRSWAYS: IN WINDERS MAY BE USED IF THE REQUIRED WIDTH (1981MM) HEADROOM. THE RISE SHALL NOT EXCEED 9 1/2 INCHES (241 MM) NARROWEST. THE RISE MUST BE SUFFICIENT TO PROVIDE 6-FOOT 6-INCHES BE PROVIDED AT A POINT 12 INCHES (305 MM) FROM WHERE THE THREAD IS THE INNER EDGE OF THE HANDRAIL. A RUN OF AT LEAST 71/2 INCHES ( 191 MM) IS TO INCHES (660 MM) FROM THE OTHER EDGE OF THE SUPPORTING COLUMN TO THE THE TREAD MUST PROVIDE A CLEAR WALKING AREA MEASURING AT LEAST 26 (9.5 MM).
POINT.
CORNERS.
THE SHAPE PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP INCHES NOR MORE THAN 2 INCHES (51MM) IN CROSS-SECTIONAL DIMENSION OR
10.- THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 11/4 (32MM) (305MM) BEYOND THE BOTTOM RISER. END SHALL BE RETURNED OR SHALL THAN 12 INCHES (305MM) BEYOND THE TOP RISER NOR LESS THAN 12 INCHES
ONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS
FULL LENGTH OF THE STAIRS AND EXCEPT FOR PRIVATE STAIRWAYS, AT LEAST NOSING OF TREADS AND LANDINGS. HANDRAILS SHALL BE CONTINUOUS THE LESS THAN 34 INCHES (864MM) OR MORE THAN 38 INCHES (965 MM) ABOVE THE
9.- THE TOP OF HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE PLACED NOT DIVISION 3 CONGREGATE RESIDENCE OR SERVING GROUP U.
INDIVIDUAL DWELLING UNIT IN GROUP R. DIVISION 1 OR 3, OR A GROUP R.
C.............STAIRWAYS HAVING LESS THAN FOUR RISERS AND SERVING ONE B.............PRIVATE STAIRWAY 30 INCHES (762MM) OR LESS IN HEIGHT MAY HAVE OCCUPANCIES OR A GROUP R. DIVISION 3 CONGREGATE RESIDENCE MAY
PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP TERMINTE IN NEWEL POST OR SAFETY TERMINALS.
OCCUPANCIES NEED NOT HAVE HANDRAILS.
HAVE ONE HANDRAIL.
HANDRAILS ON ONE SIDE ONLY.
INCH MINIMUM RUN.
CONSTRUCTED WITH AN 7 3/4" INCH MAXIMUM RISE AND A 10
LESS THAN 10 AND ST AIRWAYS TO UNOCCUPIED ROOFS MAY BE
A: PRIVATE STEPS AND STAIRWAYS SERVING AN OCCUPANT LOAD OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCHES (9.5 MM).
THAN 3/8" INCHES (9.5 MM). THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF
RUN WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE OF THE FURTHERMOST PROJECTION OF ADJACENT TREADS. THE LARGEST TREAD INCHES (279 MM) AS MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OR GREATER THAN 7 INCHES (178 MM) THE RUN SHALL NOT BE LESS THAN 11
2.- RISE AND RUN: THE RISE OF STEPS SHALL NOT BE LESS THAN 4 INCHES (102 MM) INCHES (38 MM) EACH SIDE.
SIMILAR DECORATIVE FEATURES MAY PROJECT INTO THE REQUIRED WIDTH 11/2 SIDE OF A STAIRWAY. STRINGERS AND OTHER PROJECTIONS SUCH AS TRIM AND INTO THE REQUIRED WIDTH A DISTANCE OF 3 1/2 INCHES (89 MM) FROM EACH NOT BE LESS THAN 36 INCHES (914 MM) IN WIDTH. HANDRAILS MAY PROJECT (11: 8 MM. STAIRWYS SERVING AN OCCUPANT LOAD OF 49 OR LESS SHALL
1.- WIDTH: THE MINIMUM STAIRWAY WIDTH SHALL NOT BE LESS THAN 44 INCHES B: WHERE THE BOTTOM OR TOP RISER ADJOINS A SLOPING PUBLIC WAY,
WALK OR DRIVE WAY HAVING AN ESTABLISHED GRADE AND SERVING AS EXCEPTIONS:
EXCEPTIONS:
STAIRWAYS
SPACED APPROXIMATELY EQUALLY ACROSS WITH THE ENTIRE WIDTH OF THE INCHES (2235MM) OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE BE PROVIDED WITH NOT LESS THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88 STAIRWAY REQUIRED TO BE MORE THAN 88 INCHES (2235MM) IN WIDTH SHALL
8.- HANDRAILS: STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE, AND EVERY
SHALL BE PROVIDED TO PREVENT PERSONS FROM CONTINUING ON INTO THE STORY TERMINATE IN THE SAME EXIT ENCLOSURE. AN APPROVED BARRIER
7.- STAIRWAYS: WHEN A BASEMENT STARWAY AND A STAIRWAY TO AN UPPER EXCEPTION: STAIRS SERVING AN UNOCCUPIED ROOF ARE EXEMPT FROM THESE VERTICALLY BETWEEN LANDINGS. FOR LANDING WITH ADJOINING DOORS.
STRAIGHT RUN. THERE SHALL NOT BE MORE THAN 12 FEET (3658MM) DIMENSION NEED NOT EXCEED 44 INCHES (1118MM) WHEN THE STAIR HAS A DIRECTION OF TRAVEL NOT LESS THAN THE WIDTH OF THE STAIRWAY. SUCH
6.- LANDINGS: EVERY LANDING SHALL HAVE A DIMENSION MEASURED IN THE A.............STAIRWAY LESS THAN 44 INCHES (1118MM) IN WIDTH OR STAIRWAYS EXCEPTIONS:
STAIRWAY.
STAIRWAY.
PROVISIONS.
SEE SECTION 1004.10.
NOTE:
ENSURE 50% OF TOTAL VENTILATION AT
UPPER ROOF PORTION: VENTILATION CAN BE
ACCOMPLISHED BY USE OF 1) LOUVERED GABLE
VENTS 2) EYEBROW VENTS AND 3) EVE VENTS.
IF SO, CONTRACTOR TO RADIANT BARRIER AT
BACK OF GABLE VENTS AND APPROVED WWM
BUG SCREEN.
ENSURE 1 SF MIN OF ATTIC
VENTILATION FOR EACH 150 S.F.
OF ATTIC AREA
___________S.F.¸ 150 S.F.=__________
___________S.F.X 144 S.I.=__________
ATTIC VENTILATION NOTE
________ NEW VENTS MIN.@ 8" x 22"
(AREA OF VENT) =_________________
x ó" WWM 10/10 MESH EACH.
(144 SQUARE INCHES = 1 S.F.)=
REQUIRED:___________
TOTAL ATTIC VENTS
AREA OF NEW ATTIC
FORMULA
" "
(8 x22) 176
5983.98
574 SI
4 MIN.
3.98 6
9'-0"9'-0"
1'-0"
2'-0"
ROOF CANTILEVER
ROOF CANTILEVER2'-0"
FACIA GUTTER
FACIA GUTTER FACIA GUTTER
FACIA GUTTERFACIA GUTTER
FACIA GUTTERFACIA GUTTER
FACIA GUTTERFACIA GUTTER
FACIA GUTTERFACIA GUTTER
FACIA GUTTERFACIA GUTTER
FACIA GUTTERFACIA GUTTER
61'-0"
NOTE:
ENSURE 50% OF TOTAL VENTILATION AT
UPPER ROOF PORTION: VENTILATION CAN BE
ACCOMPLISHED BY USE OF 1) LOUVERED GABLE
VENTS 2) EYEBROW VENTS AND 3) EVE VENTS.
IF SO, CONTRACTOR TO RADIANT BARRIER AT
BACK OF GABLE VENTS AND APPROVED WWM
BUG SCREEN.
ENSURE 1 SF MIN OF ATTIC
VENTILATION FOR EACH 150 S.F.
OF ATTIC AREA
___________S.F.¸ 150 S.F.=__________
___________S.F.X 144 S.I.=__________
ATTIC VENTILATION NOTE
________ NEW VENTS MIN.@ 8" x 22"
(AREA OF VENT) =_________________
x ó" WWM 10/10 MESH EACH.
(144 SQUARE INCHES = 1 S.F.)=
REQUIRED:___________
TOTAL ATTIC VENTS
AREA OF NEW ATTIC
FORMULA
" "
(8 x22) 176
5983.98
574 SI
4 MIN.
3.98 6
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS (N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
(N) 2 x 4 @ 24" O.C.
ROOF TRUSS
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
68 PROPOSED CROSS SECTIONS
SCALE: 1/4" = 1'-0"
SHEETSOF
JOB:
DRAWN:
SCALE: 1/4" = 1'-0"
BRA
DATE: 2- 22 - 2023
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
DATE:
REVISIONS
10 PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
18"
21'-0"
9'-0"8'-0"
12'-8"
2'-6"
9'
2'
2 X 6 FLOOR JOIST
@ 16" O.C. DF #2
2- 2 X 4 DF #2
TOP PLATES
1/2" MIN GYP. BD @
CEILING & WALLS
FINISHED
FLOOR
2 X 8 DF #2
FACIA
SIMPSON A35 CLIPS
@ T.P. TO RAFTER
TIE
2- 2 X 4 DF #2
TOP PLATES
2 X 4 DF #2 WALL
STUD @ 16" O.C. W/
R-15 & R4 RIGID
INSULATION
1/2" MIN GYP. BD @
CEILING & WALLS
6 12
18"
MIN
21'-0"
STUCCO (OR WOOD SIDING)
OVER 2 LAYERS OF GRADE "D'' W.P.
PAPER & 3/8" MIN PLYWOOD
STUCCO (OR WOOD SIDING)
OVER 2 LAYERS OF GRADE "D'' W.P.
PAPER & 3/8" MIN PLYWOOD
R-30 INSULATION
UNIT " B " PLAN
3/4" MIN T & G
PLYWOOD SUBFLOOR
FINISHED
FLOOR
2 X 4 DF #2 ROOF TRUSS @
24" O.C. W/ R-30 INSULATION
2 X 4 DF #2 WALL
STUD @ 16" O.C. W/
R-15 & R4 RIGID
INSULATION
2 X 4 DF #2 WALL
STUD @ 16" O.C. W/
R-15 & R4 RIGID
INSULATION
12'-8"
9'
TRAY CEILING
FIELD VERIFY ( SEE ALSO STRUCTURAL )
2"X BLOCKING
18'-0"
CR0SS SECTION THRU
UNITS "A" & " B "SCALE: 1/4" = 1'-0"A
ATTIC VENTILATION NOTE
INSURE 1 SQ FT OF ATTIC
VENTILATION PER EACH
150 SQ FT OF ATTIC SPACE
26 GA. GI. SHEET
METAL WEEP SCREEN
18"
18'-0"
CROSS SECTION
SCALE: 1/4" =1'-0"
PIER-SEE
DETAILFOOTING - SEE DETAIL
MID SPAN
BLOCKING
2X4 BASE
PLATE
2- 2 X 4 DF #2
TOP PLATES
2 X 4 DF #2 WALL
STUD @ 16" O.C. W/
R-15 INSULATION
1/2" MIN GYP. BD @
CEILING & WALLS
E.N. FINISHED
FLOOR
MIN.
CLEAR
TOP
PLATE
E.N.
R-19 INSULATION
3 / 4 " MIN. T & G
PLYWOOD SUBFLOOR
1/2" MIN GYP. BD
@ CEILING & WALLS
2 X FLOOR JOIST
@ 16" O.C. DF #2
2 X 4 DF #2 WALL
STUDS @ 16" O.C.
W/ R-15 INSULATION
3/8" CDX PLY SHEAR
(SEE PLAN)
26 GA. GI. SHEET
METAL WEEP SCREEN
2 X 4 DF #2
SILL PLATE
STUCCO (OR WOOD SIDING)
OVER 2 LAYERS OF #15 FELT
PAPER & 3/8" PLYWOOD
SIMPSON A35 CLIPS
@ T.P. TO RAFTER TIE
6 12
E.N.
R-30 INSULATION
2 X 4 DF #2 ROOF TRUSS
@ 24" O.C.
2 X __ DF #2 SOLID
BLOCKING (SEE VENT
NOTE ABOVE)
B
RADIANT BARRIER IS REQUIRED AT NEW
ADDITION AREA PER T-24. THIS
INCLUDES ROOF OVER ADDITION &
GABLE WALL ENDS. WHEN USING
RADIANT BARRIER 50% OF THE
REQUIRED (1 S.F PER 150 S.F.
ROOF AREA) ATTIC VENTILATION
TO BE LOCATED IN THE
UPPER HALF OF THE ATTIC.
8'-0"
2X DF #2 FACIA
OR FACIA GUTTER
STUCCO (OR WOOD SIDING)
OVER 2 LAYERS OF #15 FELT
PAPER & 3/8" PLYWOOD
2 X 4 DF #2 WALL
STUDS @ 16" O.C.
W/ R-15 INSULATION
2 X 4 DF #2 WALL
STUD @ 16" O.C. W/
R-15 INSULATION
3 / 4 " MIN. T & G
PLYWOOD SUBFLOOR
2 X FLOOR JOISTS
@ 16" O.C. DF #2
1/2" MIN GYP. BD @
CEILING & WALLS
STUCCO (OR WOOD SIDING)
OVER 2 LAYERS OF #15 FELT
PAPER & 3/8" PLYWOOD
CLASS "A " RATED COMPOSITION
SHGINGLE ROOFING OVER 30 lb FELT
PAPER OVER 15 / 32 OSB WITH
APPROVED RADIANT BARRIER AT
UNDERSIDE
2 X 4 DF #2 ROOF TRUSS @
24" O.C. W/ R-30 INSULATION
2 X __ DF #2 SOLID
BLOCKING (SEE
VENT NOTE ABOVE)
2 X 4 DF #2
SILL PLATE
3/8" CDX PLY SHEAR
(SEE PLAN)
3 COATS STUCCO (OR WOOD
SIDING)OVER 2 LAYERS OF
#15 FELT PAPER & 3/8" PLYWOOD
STUCCO (OR WOOD SIDING)
OVER 2 LAYERS OF #15 FELT
PAPER & 3/8" PLYWOOD
2 X 4 DF #2 ROOF TRUSS @
24" O.C. W/ R-30 INSULATION
6 12
R-30 INSULATION
R-30 INSULATION
3 / 4 " MIN. T & G
PLYWOOD SUBFLOOR
2 X FLOOR JOIST
@ 16" O.C. DF #2
3 / 4 " MIN. T & G
PLYWOOD SUBFLOOR
2 X 6 FLOOR JOIST
@ 16" O.C. DF #2
3 / 4 " MIN. T & G
PLYWOOD SUBFLOOR
2 X 6 FLOOR JOIST
@ 16" O.C. DF #2
1/2" MIN GYP. BD @
CEILING & WALLS
1/2" MIN GYP. BD @
CEILING & WALLS
9'-0"
1/2" MIN GYP. BD @
CEILING & WALLS
ENSURE 1 HR. RATED
TYPE "x" 5/8" MIN.
SHEET ROCK @ COMMON
WALLS & CEILING FROM
TOP PLATE TO ROOF LINE
R-19 UNDER FLOOR
INSULATION
1/2" MIN GYP. BD @
CEILING & WALLS
1/2" MIN GYP. BD @
CEILING & WALLS
E.N.
2- 2 X 4 DF #2
TOP PLATES
1/2" MIN GYP. BD @
CEILING & WALLS
8'-0"
RADIANT BARRIER IS REQUIRED AT NEW
ADDITION AREA PER T-24. THIS
INCLUDES ROOF OVER ADDITION &
GABLE WALL ENDS. WHEN USING
RADIANT BARRIER 50% OF THE
REQUIRED (1 S.F PER 150 S.F.
ROOF AREA) ATTIC VENTILATION
TO BE LOCATED IN THE
UPPER HALF OF THE ATTIC.
ATTIC VENTILATION NOTE
INSURE 1 SQ FT OF ATTIC
VENTILATION PER EACH
150 SQ FT OF ATTIC SPACE
2- 2 X 4 DF #2
TOP PLATES
2 X 4 DF #2 WALL
STUD @ 16" O.C. W/
R-15 & R4 RIGID
INSULATION
4" REINF. CONCRETE SLAB
W/ 6 X 6-10/10 WWM
.006 MIL VISQUEEN
PARKING AREAUNIT " C " PLAN
1. ROOF FRAMING AND TRUSSES SHALL BE EFFECTIVELY ANGLE-BRACED
ROOF RAFTERS, WHEN SUPPORTED ON A RIBBON, SHALL BE WELL NAILED TO THE STUDS. TRUSSES SHALL NOT BE NAILED TO INTERIOR WALLS.
2. THE ALLOWABLE SPAN OF ROOF RAFTERS SHALL BE MEASURED ALONG
THE RAFTER FROM PLATE TO RIDGE EXCEPT THAT WHERE RAFTERS ARE
BRACED WITH PURLINS AND STRUTS TO BEARING PARTITIONS, THE SPAN SHALL BE CONSIDERED BETWEEN PURLINS.
3. THE MAXIMUM SPAN FOR 2 x 4 PURLINS IS FOUR FEET. THE MAXIMUM SPAN FOR 2 x 6 PURLINS IS SIX FEET. THE MINIMUM SIZE FOR PURLING SUPPORTS (KICKERS) IS 2 x 4 SHALL BE INSTALLED VERTICAL OR MAY BE INSTALLED AT ANGLE UP TO 45% MEASURED FROM VERTICAL. ALL PURLIN
SUPPORTS (KICKERS) SHALL BE CONNECTED TO THE TOP PLATE OF A BEARING WALL. IN NO CASE SHALL A PURLIN BE LESS IN SIZE THAN THE RAFTERS IT SUPPORTS.
4. A RIDGE SHALL BE INSTALLED AT ALL RIDGES AT LEAST TWO INCHES THICK NOT LESS IN DEPTH THAN THE END CUT OF THE RAFTER. WHERE THE SLOPE OF THE ROOF IS LESS THAN 3:12 THE RIDGE MEMBER SHALL BE DESIGNATED AS A LOAD-BEARING MEMBER.
5. ALL VALLEY AND HIP RAFTERS SHALL BE NOT LESS THAN 2 INCHES THICK AND NOT LESS IN DEPTH THAN THE END CUT OF THE RAFTER.
6. WHERE CEILING JOISTS RUN OPPOSITE TO RAFTERS, RAFTERS SHALL BE PROVIDED WITH CROSS TIES AT 48 INCHES ON CENTER PLACED NEAR THE PLATE. THE MINIMUM SIZE FOR THE CROSS TIES SHALL BE 1 INCH BY 4 INCH.
7. THE USE OF ROOF TRUSSES SHALL REQUIRE BUILDING SAFETY DIVISION APPROVAL OF ENGINEERING DESIGN, DETAILS AND CALCULATIONS.
TRUSSES SHALL NOT BE CUT WITHOUT REVIEW AND APPROVAL FROM THE BUILDING SAFETY DIVISION.
ROOF FRAMING NOTES
NOTE:
ENSURE 50% OF TOTAL VENTILATION AT
UPPER ROOF PORTION: VENTILATION CAN BE
ACCOMPLISHED BY USE OF 1) LOUVERED GABLE
VENTS 2) EYEBROW VENTS AND 3) EVE VENTS.
IF SO, CONTRACTOR TO RADIANT BARRIER AT
BACK OF GABLE VENTS AND APPROVED WWM
BUG SCREEN.
ENSURE 1 SF MIN ATTIC
VENTILATION FOR EACH 150 S.F.
OF ATTIC AREA
___________S.F.¸ 150 S.F.=__________
___________S.F.X 144 S.I.=__________
ATTIC VENTILATION NOTE
________ NEW VENTS MIN.@ 12" x 14"
(AREA OF VENT) =_________________
x ó" WWM 10/10 MESH EACH.
(144 SQUARE INCHES = 1 S.F.)=
REQUIRED:___________
TOTAL ATTIC VENTS
AREA OF NEW ATTIC
FORMULA
" "
WOOD STUD
GYP. BD.
GUTTERS SHALL
PREVENT THE
ACCUMULATION
OF LEAVES (TO BE
GALVANIZED)
EXPOSED 2 x FASCIA
SHALL BE FIRE-RETARDANT-
TREATED
3 COATS OF STUCCO OR OTHER
NON COMBUSTIBLE OR
IGNITION RESISTANT MATERIAL
ON EXPOSED UNDERSIDE
1 HR RATED EAVE DETAIL
NOT TO SCALEK
5/8'' TYPE ''x'' 1 HOUR
RATED GYP BOARD WRAP
WHERE EXPOSED
WOOD SHALL BE
FIRE-RETARDANT
TREATED
SOLID
BLOKING
WOOD STUD
GYP. BD.
GUTTERS SHALL
PREVENT THE
ACCUMULATION
OF LEAVES (TO BE
GALVANIZED)
EXPOSED 2 x FASCIA
SHALL BE FIRE-RETARDANT-
TREATED
STUCCO OR OTHER
NONOOMBUSTIBLE OR
IGNITION RESISTANT MATERIAL
ON EXPOSED UNDERSIDE
1 HR RATED EAVE DETAIL
NOT TO SCALER
5/8'' TYPE ''x'' 1 HOUR
RATED GYP BE WRAP ROOF EAVE
PROTECTION
ASPHALT SHINGLES OR
TILES SHALL BE FIRE-
STOPPED AT EAVES ASPHALT SHINGLES OR
TILES SHALL BE FIRE-
STOPPED AT EAVES
NO OPENINGS OR VENT HOLES TO BE
PERMITED.WITHIN 4' 0" OF PROPERTY LINE
.ANY VENTILATION TO BE PROVIDED WITH
EYEBROW OR RIDGE VENTING
NO OPENINGS OR VENT HOLES TO BE
PERMITED.WITHIN 4' 0" OF PROPERTY LINE
.ANY VENTILATION TO BE PROVIDED WITH
EYEBROW OR RIDGE VENTING
WHERE EXPOSED
WOOD SHALL BE
FIRE-RETARDANT
TREATED
9'-0"
CLASS "A " RATED COMPOSITION
SHGINGLE ROOFING OVER 30 lb FELT
PAPER OVER 15 / 32 OSB WITH
APPROVED RADIANT BARRIER AT
UNDERSIDE
NOTE:
ENSURE 50% OF TOTAL VENTILATION AT
UPPER ROOF PORTION: VENTILATION CAN BE
ACCOMPLISHED BY USE OF 1) LOUVERED GABLE
VENTS 2) EYEBROW VENTS AND 3) EVE VENTS.
IF SO, CONTRACTOR TO RADIANT BARRIER AT
BACK OF GABLE VENTS AND APPROVED WWM
BUG SCREEN.
ENSURE 1 SF MIN ATTIC
VENTILATION FOR EACH 150 S.F.
OF ATTIC AREA
___________S.F.¸ 150 S.F.=__________
___________S.F.X 144 S.I.=__________
ATTIC VENTILATION NOTE
________ NEW VENTS MIN.@ 12" x 14"
(AREA OF VENT) =_________________
x ó" WWM 10/10 MESH EACH.
(144 SQUARE INCHES = 1 S.F.)=
REQUIRED:___________
TOTAL ATTIC VENTS
AREA OF NEW ATTIC
FORMULA
" "
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
69 CRIPPLE STUDS/POSTS
EXTERIOR WALL
WOOD FLOOR
CONDITION
S.A.D.
OPENING WIDTH
CRIPPLE
OPENING
4'-0" MAX.
TYP. U.O.N.
(MAX.)
8'-0"
12'-0"
4'-0"
< 3'-0"
"L"
WIDTH
A.B.
OVER.
CONCRETE
(3)2x
(2)2x
(2)2x
(1)2x
1ST
FLOOR CONDITION
3RD 2ND
(2)2x
(3)2x
(2)2x
(1)2x
ALL WALLS
KING POST
LEVEL
2ND 3RD
-
-
-
-
(2)2x4
4x4
(2)2x4
(2)2x4
LEVEL
STUD SEE SCHED.
16d @ 6" TYP.
INTERNAIL W/
STUD OR POST
C SILL SPLICE
6" MIN
9"MAX
OVER C OF STUD
AT SPLICES
& F.S., TYP.
MST27 AT N.S.
STUDS
TYP.
TYP.
WALL HEIGHT
UNSUPPORTED
A35 TOP &
12'-0" &
BOT. AT
ABUTT SPLICES
END NAILS TO HDR
SEE SCHEDULE
POST OR HD POST
KING POST
AND PLANS
ADD'L KING
4-16d
L
4'-0" MIN.
LEVEL
(2)2x4
4x4
(3)2x4
(2)2x4
2ND
INTERIOR WALL
CRIPPLE STUDS/POSTS
1ST 3RD
4x4
4x6
(2)2x4
(3)2x4
-
-
-
-
1ST
4x4
4x6
(2)2x4
(3)2x4
UNDER CRIPPLE
DOUBLE BLK'G.
STUDS TYP.
A35 EA. SIDE
A35 T&B FOR "L"
6'-0" AND OVER.
TYP. AT T&B
PLATES
AND OVER.
FOR L=6'-0"
6'-0" AND OVER.
SCHEDULE ON
TYP., U.O.N.
EPC POST CAP
HEADER, SEE
A35 T&B FOR "L"
PLANS
ADD'L 2x SILL
2x SILL
TYP.
NAIL TOP PLATES WITH
16d @ 12" O.C. STAGGERED,
16'-0"(3)2x (3)2x - 4x44x4 4x6 -4x6
REVISED 1-23-2019
OFSHEETS
BRA
SCALE: 1/4" = 1'-0"
JOB:
DRAWN:
REVISIONS
DATE:
DATE: 02 -24 - 2023
R-30 INSULATION
2x DF 2 BLKG (2) DOUBLE
R-30 INSULATION
SECTION @ SKYLIGHT
N.T.S.
2x DF 2 BLKG (2) DOUBLE
(E) CEILING JOISTS
2x4 @ 16"
O.C. STUDS
2 x CANT STRIP(2) 2x DF 2 BLOCKING
@ ALL 4 SIDES
R-30 INSULATION1/2 GYP
SIMPSON U26
METAL HANGERS
OPTIONAL ANGLE
LINE (D)
SKYLIGHT
2x6 SKYLIGHT
CURB26 GA. G.I. FLASHING
AROUND SKYLIGHT
S
1. Joist to sill or girder
2. Bridging to joist
3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist
4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist
5. 2" (51 mm) subfloor to joist or girder
6. Sole plate to joist or blocking
Sole plate to joist or blocking at braced wall panels
7. Top plate to stud
8. Stud to sole plate
9. Double studs
10. Double top plates
Double top plates
11. Blocking between joists or rafters to top plate
12. Rim joist to top plate
13. Top plates, laps and intersections
14. Continuous header, two pieces
at each splice 3 -3" 14 gage staples
25. 2" (51 mm) planks
26. Wood structural panels and panels and particleboard Subfloor and wall sheathing (to framing):
1/2" (12.7 mm) and less
19/32"-3/4" (15 mm - 19 mm)
7/8"-1" (22 mm - 25 mm)
1 1/8" - 1 1/4" (29 mm - 32 mm)
Combination subfloor-underlayment (to framing):
3/4" (19 mm) and less
1 1/8" - 1 1/4" (29 mm - 32 mm)
27. Panel siding (to framing)
1/2" (12.7 mm) or less
5/8" (16 mm)
28. Fiberboard sheathing:
1/2" (12.7 mm)
25/32" (20 mm)
29. Interior paneling
1/4" (6.4 mm)
3/8" (9.5 mm)
2-16d at each bearing
6d
8d or 6d
8d
10d or 8d
6d
10 or 8d
6d
8d
No. 11 ga.
6d
No. 16 ga.
No. 11 ga.
8d
No. 16 ga.
4d
6d
toenail 3 -3" 14 gage staples
3-3" x 0.131" nails
face nail 4-3" x 0.131" nails
15. Ceiling joists to plate
16. Continuous header to stud, toenail
17. Ceiling joists, laps over partitions
(see Section 2308.10.4.1.) Table 2308.104.1)
18. Ceiling joists, to parallel rafters
(see Section 2308.10.4.1, Table 2308.10.4.1)
19. Rafter to plate
(see Section 2308.10.1, Table 2308.10.1)
20. 1" diagonal brace to each stud and plate
21. 1" x 8" (25 mm x 203 mm) sheathing to each bearing
22. Wider than 1"x 8" sheathing to each bearing
23. Built-up corner studs
24. Built-up girder and beams
bottom staggered
on opposite sides
face nail at top and
face nail at ends and
16" o.c.16" o.c.
24" o.c.
face nail
face nail
face nail
toenail
3-8d common
ò x 0.131")
3" x 0.131" nail at 24" o.c.
2-20d common (4" x 0.192")
3 -3" x 0.131" nails
3" 14 gage staple at 24" o.c.
20d common (4" x 0.192") 32" o.c.
3" 14 gage staples3" x 0.131" nails
16d common
ò[
2 -8d common
ò x 0.131")
3-8d common
ò x 0.131")
3 -3" 14 gage staples
2 -3" x 0.131" nails
3 -3" 14 gage staples
3 -3" x 0.131" nails 3-8d common
ò x 0.131")
4 -3" 14 gage staples
face nail
toenail
toenail
16" o.c. along edge
face nail
toenail
5 -3" 14 gage staples
5 -3" x 0.131" nails
4-3" x 0.131" nails
GFRPPRQ
ò x 0.162")
minimum, Table 2308.10.4.1
4 -3" 14 gage staples
minimum, Table 2308.10.4.1
GFRPPRQ
ò x 0.162")
4 -8d common
ò x 0.131")
3 -3" x 0.131" nails
2 -16d common
ò[
3-8d common
ò x 0.131")
GFRPPRQ
ò[
3 -3" 14 gage staples
3" 14 gage staple at 6" o.c.
3" x 0.131" nail at 6" o.c
8d
ò x 0.131") at 6" o.c.
3 -3" 14 gage staples
lap splice
typical face nail
face nail
end nail
3" 14 gage staple at 8" o.c.
GFRPPRQ
ò x 0.162")
3-8d common
ò x 0.131")
12 -3" 14 gage staples
12 -3" x 0.131" nails
3" 14 gage staple at 12" o.c.
3" x 0.131" nail at 12" o.c
G
ò[
DWRF
GFRPPRQ
ò x 0.162")
3" x 0.131" nail at 8" o.c
16d
ò[
at 24" o.c
3 -3" 14 gage staples
3 -3" x 0.131" nails
3 -3" 14 gage staples
4 -3" x 0.131" nails
GFRPPRQ
ò x 0.131")
end nail
braced wall panels
typical face nail
blind and face nail
face nail
face nail
toenail each end
3" x 0.131" nails at 8" o.c
4 -3" 14 gage staples per 16"
3-3" x 0.131" nails
GFRPPRQ
ò x 0.162")
G
ò[
DW
4 -3" x 0.131" nails at 16"
3" 14 gage staples at 12" o.c.
GFRPPRQ
ò x 0.131")
G
ò[
DWRF
GFRPPRQ
ò x 0.162")
GFRPPRQ
ò x 0.131")
2-3" 14 gage staples
2-3" x 0.131" nails
GFRPPRQ
ò x 0.131")
toenail
CONNECTION
2022 CBC - NAILING SCHEDULE
No.a,m FASTENING
3-3" 14 gage staples
3-3" x 0.131" nails
GFRPPRQ
ò x 0.131")
NAILING
CERTIFIED R-19
FLOOR INSULATION
FIREPLACE MEASURES:
CLOSEABLE DOORS, OUTSIDE
AIR INTAKE FOR COMBUSTION
W/ DAMPER & CONTROL,
FLUE DAMPER & CONTROLInstalled Mandatory Measures
IC (INSULATION COVER)
APPROVED RECESSED
LIGHTING FIXTURES
R-4 INSULATION ON FIRST 5 FEET
OF INLET & OUTLET PIPES FOR
STORAGE TANK WATER HEATERS
KITCHEN & BATHROOM
LIGHTING: 40 LUMENS/WATT
EFFICACY
DUCTS INSTALLED AND INSULATED
PER CHAPTER 6 OF STATE
MECHANICAL CODE
INTERMITTENT IGNITION DEVICE ON
GAS COOKING APPLIANCES, CLOTHES
DRYERS, CENTRAL FURNACES AND
POOL HEATERS
SETBACK
THERMOSTAT
MANUFACTURED DOORS &
WINDOWS CERTIFIED AS
MEETING AIR LEAKAGE STANDARDS
AND CERTIFIED AS TO U-VALUE AND
SHGC FIELD-FABRICATED DOORS &
WINDOWS WEATHERSTRIPPED
JOINTS & PENETRATIONS
CAULKED & SEALED
CERTIFIED R-30 ROOF/
CEILING INSULATION
CERTIFIED SPACE CONDITIONING
EQUIPMENT SIZING REGULATED
BY THE UNIFORM BUILDING CODE (UBC)
CERTIFIED R-15
WALL INSULATION
APPLIANCES CERTIFIED &
LABELED
CERTIFICATE FOR ALL
MANUFACTURED DEVICES
INSULATION
CERTIFICATE
2"X4" STUD
(16" O/C)
PONY WALL
3/8" CDX
PLYWOOD
SHEATING
MASONRY TIES
@16" O/C
BRICK CAP
SEALANT
METAL DRIP
SCREED
7/8" PLASTER
SMOOTH COAT
FINISH
3/4" CDX PLY
SUBFLOOR
2"X6" FLOOR
JOISTS
NOT TO SCALE
VENEER ATTACHMENT DETAIL K
(408) 294-7060
Professional Design Consultants
3033 Moorpark Ave. #1 San Jose, CA 95128
(2) VELUX (ACRYLIC
22'X48" OPERABLE
(SKYLIGHTS)
ICC-ES ESR3837
ADJUST LOCATIONS FOR
PENETRATION THRU
2 ROOF LINES
11 PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
6"X12" CORBELED
BRACES BOLT TO STUDS W/
1/2"X6" LAG BOLTS
PLUS HOLES
6"X12" SHELF ATTACH
TO CORBELED BRACES
W/ 2-1/2" @ 6" LAG
BOLTS PLUS HOLES
(MITER AT CORNER)
WINDOW
TRIM
SEALANT
REDWOOD
7/8" PLASTER
SMOOTH COAT
FINISH
3/8" CDX PLYWOOD
SHEATING
NOT TO SCALE
POTSHELF / CORBEL
ATTACHEMENT DETAIL
2"X6"
METAL CORNER
BENDS TYP.
ALL EXTERIOR
CORNERS
2"X12"
3/8" CDX PLYWOOD
SHEATING
SEALANT
7/8" PLASTER
SMOOTH COAT
FINISH
ALUM. SILL
WINDOW
TYP.
CASING
1/2" GYPBOARD
2"X4" STUD
WALL
NOT TO SCALE
EXTERIOR TRIM DETAIL
DL
VELUX (ACRYLIC) 4x4 OPERABLE
(SKYLIGHT) PLASTIC DOME
ICC# ESR-4108
PLUMBING NOTES:
(ALL NEW ELECTRICAL WORK TO CONFORM TO ...CALIFORNIA
PLUMBING CODE, NATIONAL EDITION 2022).
A... ALL WORK SHALL BE PERMITTED AND INSPECTED BY THE CITY BULDING DEPT. AND PLUMBING DEPT.
B... ALL FAUCETS ON ALL SINKS AND FLUSH VALVES ON ALL TOILETS
SHALL HAVE A FLOW RATE IN COMPLIANCE WITH THE STATE OF
CALIFORNIA C.E.C. CONSERVATION STANDARDS.
C... ALL PLUMBING WALLS TO BE 2 x @ 16" O.C. WALL CONSTRUCTION. (UNLESS OTHERWISE NOTED).
D... ALL NEW HOT AND COLD WATER LINES SHALL BE COPPER PIPE FOR THIS TYPE OF WORK, USE APPROVED CONNECTORS.
E... PLUMBING SIZE REQUIRED:
1) TOILETS..............3" MIN. WASTE
2) SHOWERS..........2" MIN. WASTE
3) SINKS..................2" MIN. WASTE
4) TUBS...................2" MIN. WASTE
5) HOT / COLD
WATER LINES.....3/4" MIN. COPPER
F... PLUMBING VENTS AND CLEANOUTS
1) VENT PIPE TO BE MIN. 2" DIAMETER VENT THRU ROOF MAX. (4) FOUR FIXTURES PER VENT.
G... PROVIDE AT EACH ROOF VENT. A 26 GAGE, GALVANIZED STEEL, FLASHING WITH 6" SKIRTS.
H... CLEANOUTS SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS
OR WHERE REQUIRED BY CODE AND AT ALL BENDS, ANGLES AND
UPPER TERMINALS. TOPS OF COVER PLATES SHALL BE FLUSH WITH THE FINISHED FLOOR OR GRADE.
I... ALL WALLS BEHIND SHOWERS AND TUBS TO HAVE APPROVED WATER
PROOF GREEN BOARD OR WONDER BOARD OVER STUDS PRIOR TO
INSTALLATION OF FIXTURES AND FINAL LAYER OF ENAMEL BASE PAINT OR VINYL TILE BACKING.
J... TOILETS: PROVIDE 30" CLEAR WIDTH FOR WATER CLOSET COMPARTAMENTS AND 24" MIN. CLEARANCE IN FRONT OF WATER CLOSET.
K... WATER HEATERS: SHALL BE PROVIDED WITH PRESSURE TEMPERATURE RELIEF VALVE WITH DRAIN TO OUTSIDE.
L... ALL NEW & EXISTING WATER HEATERS TO BE SEISMIC STRAPPED TO WALL AT TOP AND BOTTOM WITH 26 GAUGE GAUGE METAL STRAPS PER CBC 2022.
SCALE: 1/4" =1'-0"
8'-1"
2'-6"
MIN
20'-0" MAX
30" MIN
MINIMUM 30" DEEP
WORKING PLATFORM..
..NOT REQUIRED IF
FURNACE CAN BE
SERVICED FROM
ACCESS OPENING
LOCATE MINIMUM 30" X 30" ACCESS OPENING
WITHIN 20' OF FURNACE...EXCEPTION:.. MAY BE
22" X 30" PROVIDED LARGEST PIECE OF
EQUIPMENT CAN BE REMOVED
MINIMUM 24" WIDE SOLID
FLOORING FROM ACCESS
OPENING TO FURNACE
WORKING PLATFORM
ELECTRIC OUTLET
AND LIGHT FIXTURE
LIGHT SWITCH
ATTIC
FURNACE
FURNACE REQUIRED TO BE
ON SEPERATE CIRCUIT AND
HARDWIRED
EXISTING OR NEW ROMEX MUST
BE PROTECTED6' FROM SCUTTLE
HOLE
30" X 30"
MINIMUM
4" CONC. SLAB
(SEE PLAN)
PAD GRADE
STUD WALL OR STRONG
WALL ( SEE PLAN)
3/8" MIN CDX PLY. OR USE
(STRONG WALL) SEE PLAN
Z$%
V[
w/ 3"x 3" x .226
STEEL WASHERS TYP.
OR USE 7/8'' BOLT IF
STRONG WALL IS USED
COLUMN FOOTING DETAIL
18" MIN
18" MIN
3" CLR
15"
8" MIN
AT 48" O.C.
E.N.
P.T.D.F. SILL
#
NOTES:
IF THE BORED HOLE DIAMETER
EXCEEDS 40% OF THE STUD WIDTH
DOUBLE UP THE STUDS, PROVIDED
THAT THE HOLE DIAMETER IS LESS
THAN 60% OF THE STUD WIDTH
AND NOT MORE THAN TWO SUCH
SUCCESSIVE DOUBLE STUDS ARE
SO BORED.
-BORED HOLES SHALL NOT BE
LOCATED AT THE SAME SECTION
OF STUD AS A CUT OR NOTCH.
SIZED (IN)E (IN)
2x41-3/8" 7/8"
2x62-3/16" 1-3/8"
D
E
5/8"
MIN.
MIN. ONE
STUD WIDTH
ALLOWABLE HOLES & NOTCHES
IN LOAD-BEARING STUDS
NTS
N
Q
SIMPSON A35
ANCHOR 2-8D
EACH TO RAFTER
& HANGER
(SEE ALSO )
SKYLIGHT/ LIGHTWELL
ATACHMENT DETAIL
BATT INSULATION
(SEE SPECIFICATIONS)
2 x CEILING JOIST (OR
BOTTOM CHORD OF TRUSS)
SEE ROOF FRAMING PLAN
CEILING FINISH
(SEE SCHEDULE)
METAL FRAME
PLYWOOD
SHEATTING
(SEE SCHEDULE)
BUILDING PAPER
(OR SHEET METAL
FLASHING)
2 x RAFTER (OR TOP
CHORD OF TRUSS)
SEE FRAMING PLAN
2 x 4 HANGERS @ 24" MAX.
NOTCH FOR CEILING JOIST
DOUBLE
PLASTIC DOME
24"
3'-0"
PERMANENT PIPE DETAIL
REMOVABLE GUARD PIPE
USE ONLY WHEN ABSOLUTELY NECESSARY
AND WHEN SPECIFIED ON DRAWINGS
3"
3"
TIPO - A
12"
MACHINE BOLT
3/4" x 8" LG. GALV.
5" STD. PIPE, GALV.
TIPO - B
CONCRETE12"
3"
3'-0"
FINISHED GRADE
CONCRETE
4" STD. PIPE, GALV.
CONCRETE FILLED
3'-0"
FINISHED GRADE
CONCRETE FILLED
4" STD. PIPE, GALV.
T
H
42"
36" TO 38" MAX
4"
SIMPSON BC4
CONCRETE SLAB
OR WOOD FLOOR
4x4 POST P.T.
2x12 STRINGER WITH 3
RISERS UP @ 7 3/4" MAX.
EACH 2 TREADS @ 10"
MIN EACH. (SEE ALSO
FLOOR PLAN) VARIES
SIMPSON APS4
POST BASE
10" MIN.
TREAD7 3/4"
RISER
2x6 LEADER
4x6 GIRDER
2x6
24" MIN.
N.T.S.
F
2x6 @ 16" O.C. FLOOR
JOISTS DECK
4"
1" T&G PLY
FLOOR
DECKING
42"
CL LC
4 3/8"
38" HAND RAIL
2x6 REDWOOD
OR P.T. CAP
L
C
C
L
4x4 POST EACH END SECURE
726,'(:,7+
/$*
BOLTS EACH POSTVARIES
2x2 SQ. VERTICAL PICKETS
@ 4" O.C. OR W.I. RAIL
SPACERS
2x6 REDWOOD CAP
OPTIONAL CONNECTION WHERE
SITUATION DICTATES ( 4x6 GIRDER
W/ 4x6 P.T. POST EACH END UNDER)
2x8 DF2 LEGDER & SIMPSON
U28 METAL HANGER (SECURE
72:$//:/$*%2/76
@ 24" O.C.)
RAIL & STAIR DETAIL
1) ALL 120 - VOLT, SINGLE-PHASE, 15-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING
OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS,
RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARE-FAULT CIRCUIT INTERRUPTER. (CEC 210.12)
2) ALL RECEPTACLES IN BATHROOM, GARAGES, ACCESSORY BUILDINGS, OUTDOORS,
CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS (WHERE RECEPTACLES SERVE COUNTER TOP SURFACES), LAUNDRY AREA, CIRCUIT INTERRUPTER (GFCI) PROTECTION.
CEC210.8)
3) IN ALL AREAS SPECIFIED IN 210.52, ALL 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. (CEC406.12)
ELECTRICAL NOTES
SPECIAL TITLE - 24 N O T E S
3. ALL OUTDOOR LIGHTING TO BE HIGH EFFICACY AND CONTROLLED BY ONE OF THE FOLLOWING COMBINATIONS:
A. PHOTOCELL AND MOTION SENSOR
B. PHOTOCELL AND TIME SWITCH
C. ASTRONOMICAL TIME CLOCK
D. EMCS WITH FEATURES OF ASTRONOMICAL TIME CLOCK.
2. ALL LUMINAIRES THAT ARE INSTALLED WITH JA8-CERTIFIED LIGHT SOURCES NEED TO BE CONTROLLED BY A DIMMER OR VACANCY SENSOR. THIS IS NOT REQUIRED FOR LIGHTING IN CLOSETS LESS THAN 70 SQ FT OR IN HALLWAYS.
1. ALL LIGHTING TO BE HIGH EFFICACY AND MEET THE REQUIREMENTS OF SECTION 150.0(K) AND JOINT APPENDIX JA8.
4. LUMINARIES RECESSED IN INSULATED CEILINGS SHALL COMPLY WITH THE FOLLOWING:
A. SHALL BE ZERO CLEARANCE IC LISTED AND CERTIFIED AIR TIGHT.
B. BE SEALED WITH GASKET OR CAULK BETWEEN LUMINAIRE HOUSING
AND CEILING AND AT ALL AIR LEEK
C. SHALL NOT CONTAIN SCREW BASE SOCKETS
SPECIAL SHOWER NOTE
A) . . . SHOWER PAN DIMENSIONS SHALL BE A
MINIMUM AREA OF 1024 SQ. INCHES AND
A MINIMUM FINISH DIMENSION OF 30 INCHES
IN ANY DIRECTIONS.
SHOWER DOORS SHALL
OPEN TO MAINTAIN NOT LESS THAN A 22" UN
OBSTRUCTED OPENING FOR EGRESS.
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
70 SHEETSOF
JOB:
DRAWN:
SCALE: 1/4" = 1'-0"
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
REVISIONS
DATE:
DATE: 02/22/2023
DETAIL .dwg
WINDOW INSET 2"
COLOR (TRIM) : WHITE
TEXTURE: SMOOTH
2X6 WINDOW LEDGE
1" 2X4 WOOD TRIM
WOOD WINDOW
FRAME
2X6 WOOD TRIM
2X6 WOOD TRIM
WINDOW TRIM DETAIL
N.T.S. X
/CZ /CZ /CZ /CZ /CZ
4#&+75
56#0&5*#2'5
%140'4 4+)*6'0& .'(6'0&564#+)*6
WORTHINGTON
YOUR ONLY SOURCE FOR FINE ARCHITECTURAL DETAILS
10175 FORTUNE PARKWAY, SUITE 502
JACKSONVILLE, FL 32256
PHONE: 1-800-872-1608 OR 904-281-1485
FAX: 904-281-1488 WorthingtonMillwork.com
DWG TITLE: MOULDING
PRODUCT NO: 01-111-16
DIM. TOLERANCE: N.A.
DATE:DRAWN BY: RZ
ALL RIGHTS RESERVED. THIS DRAWING IS THE PROPERTY OF WORTHINGTON GROUP, LTD. AND MAY BE USED ONLY IN CONJUCTION WITH CONSTRUCTION PROJECTS UTILIZING WORTHINGTON GROUP, LTD. PRODUCTS. THIS DETAIL MAY NOT APPLY TO ALL CONDITIONS OR CONSTRUCTION SITUATIONS. FOR NON-TYPICAL CONDITIONS, CONSULT WORTHINGTON GROUP LTD CUSTOMER SIGNATURE:DATE:
PROFILEDIMENSIONAL
/CZ /CZ /CZ
56#0&5*#2'5
4+)*6'0& .'(6'0&564#+)*6
DETAIL SHEET "A"
OPTIONAL EXTERIOR
DOOR HEADS
NOT TO SCALE
12" MIN
7/8" STUCCO/ WOOD FINISH
PROVIDE FRIEZE BLOCK W/
(3) 1 1/2" DIA. HOLE EA. BLOCK
WHERE SLOPING CEIL. OCCURS.
NOTE:
CONT. G.I. CHANNEL VENT
3/8" PLYWOOD SHEATHING
2" x 4" DF STUDS @ 16" O.C.
2"
PLYWOOD
ROOF SHEATHING
LINE OF ROOFING MATERIAL
12"
/ 2" x ____ FASCIA
G.I. CURVED FASCIA
GUTTER
BOARD
2" x __ DF FRIEZE
BLOCKING OMIT BLOCK
EVERY THIRD RAFTER BAY
2" x __ DF RAFTER
INSULATION BAFFLE
1" MIN
AIR GAP
R-30
INSULATION
(ALTERNATE DETAIL)
(SEE ALSO VENTILATION SCHEDULE)
SEE ALSO
EXTERIOR ELEVATIONS
2" x 4" DF2 CONT.
HORIZ. STUDS @24"
O.C. ( SECURE TO
WALL W/ 2x4 LEDGER
TYPON OR EQUAL URETHANE
EXTERIOR CROWN MOLDING
PROVIDE ADHESIVE TO ALL JOINTS
BEDROOMS
FAMILY ROOM
BATHS
BAR
PANTRY
w/ LATEX FINISH
ROOM FINISH SCHEDULE
COVE (CONT)
1/2" GYPSUM
CERAMIC TILE
6" RESILENT
WOOD
CERAMIC TILE
VINYL FLOORING
WOOD
ENTRY
DINING ROOM
LIVING ROOM
GUEST BEDROOM
KITCHEN
NOOK
HALL
ENTRY
NAME 1RFLOORBASE
1/2" GYPSUM
w/ ENAMEL FINISH
1/2" GYPSUM
LATEX FINISH
1/2" GYPSUM
w/ ENAMEL FINISH
PLANERS
BOARD
CERAMIC TILE
APROV. PLASTER
1/2" GYPSUM
CL'G WALL
APROVED
BY COUNTY
HEALTH DEPT.
REMARKS
LEVEL
3 4
2 1
12 PROPOSED 6 UNIT
RESIDENTIAL COMPLEX
2 S.H. 3050 NAILS 1 3070 SOLID CORE EXIT DOOR*
*
TEMP. = TEMPERED GLASS
H.S. = HOLLOW CORE
S.C. = SOLID CORE
FIX. = FIXED
P.D. = POCKET DOOR
PANEL = PANEL DOOR
F.R. = FRENCH DOOR
DOOR LEGEND
SOLID CORE3068 PANEL
TO BE EQUIPPED WITH APPROPRIATE PANIC HARDWARE
BEDROOM
BALCONY
BATH
BEDROOM
BATH
2868 PANEL
FRENCH (TEMP)2868
PANEL
PANEL
PANEL
2668
2868
2668
CLOSET UNDER STAIRS
MECHANICAL ROOM
(RESIDENTIAL UNIT UPSTAIRS)
ATTIC ACCESS
ENTRY
JANITORS CLOSET
HOLLOW CORE2040 HS
SOLID CORE
SOLID
SOLID CORE
2870
2070
2468
AS = ALUMINIUM SLIDER
TEMP = TEMPERED GLASS
SH = SINGLE HUNG
FIX = FIXED GLASS
HS = HORIZONTAL SLIDER
CSMT = CASEMENT
WINDOW LEGEND
SD = SLIDER DOOR
1 H.S. (TEMP) BATH #13030 1
BEDROOM 2 1
1STUDY ROOM
1
1
1
KITCHEN
BEDROOM 1
LIVING / DINING
1 H.S. 4040
4040H.S.2
5036
5040
3050
1 H.S.
H.S.1
S.H.2
(RESIDENTIAL UNIT UPSTAIRS)
BATH #2
DINING
1
2
1
OFFICE
SERVICE KITCHEN
3030
4050
H.S. (TEMP)1
H.S.
4040
3040
1 H.S.
H.S.1
TOTAL
LOBBYTEMP GLASS3080 * LOBBY
REAR INTERIOR EXIT
H/C BATH
STORAGE ROOM
SERVICE KITCHEN
SMALL OFFICE
BARBER SHOP
PANEL3070
SOLID CORE
(SEE ADA SHT)
3070
3070
PANEL
PANEL
TEMP GLASS*
3070
3070
3080
LOCATION 1RDESCRIPTION SIZE
DOOR SCHEDULE
TOTAL
2 TEMP FIX 3070 ENTRY LOBBY 2
1
1
1
BARBER SHOP
RETAIL / SALES
RETAIL / SALES
1
1
1
RETAIL / SALES
RETAIL / SALES
ENTRY LOBBY
5040
2620
2670
H.S.1
TEMP FIX
AWNING3
3 3070
3020
3020
2 TEMP FIX
AWNING2
AWNING2
WINDOW SCHEDULE
1RLOCATIONSIZETYPE
NOT TO SCALE
TYP. WINDOW/ DOOR FLASHING
PLACE CONTINUOUS
BEAD OF SEALANT ON
OUTER FACE OF NAILS
FLANGE & PRESS TOP
STRIP OVER SEALANT
PRESS WINDOW NAILING
FLANGE POSITIVELY
INTO A CONTINUOUS
BEAD OF SEALANT
(ALL AROUND)
APPLY SILL STRIP
1ST FASTEN ALONG
TOP ONLY
APPLY BUG'S PAPER
WEATHER BOARD
WHEN FLASH'G IS USED
APPLY LAYER "C" OVER
TRIM FLASHING
1ST FASTEN ALONG
TOP ONLY
PLACE LAYER "A"
UNDER THE SILL
STRIP FLASHING
9" MIN TYP
1" MIN
2" MIN
C
B
A
APPLY SILL STRIP
1ST FASTEN ALONG
TOP ONLY
H
COFFERED CEILING
INSULATION HOLDOWN
BLOCKING FROM 2 x
DBL. PLATE
INSULATION R-13 MIN
WOOD STUD
GYP. BD.
2 x 4 CONT.
RAFTERS (SEE STR.)
ROOFING W/ FELT
PLYWOOD SHEATING
INSULATION W/2"
AIRSPACE AT
TOP
2x BLOCKING, W/3" DIA.
HOLES IN ORDER
TO PROVIDE 1/50 SQF
ATTIC VENTILATION
PREFORMED
GALV. MTL. FLASHING
CLOSURE
GALV. MTL.
GUTTER
2 x @ 16" O.C.
2 x FASCIA
GALV. MTL. MOULDING
& SCREEN VENT
FOAM TRIM
CEMENT PLASTER &
STUCCO SYSTEM SEE SPEC.
3"6"
ROOF SOFIT/ INSULATION BAFFLE/
TRIM DETAILE
2"X12" NAILED
TO BACK OF
CORBELS
(6-16d)
SIMPSON
A35 @ EA.
JOIST.
2"X6"
BLOCKING
2"X12" NAILED
TO BACK OF
CORBEL BEFORE
CORBEL INSTALLATION
(4-16d)
12"X18" CORBELED
BEAM ENDS
(5 EQUALLY SPACED)
STUCCO STONE INSTALLED
AS REQ'D BY MANF. SPECS.
3/8" CDX PLYWOOD SHEATING
2"X4" STUD PONY WALL
BRACE BOTTOM OF FLOOR
JOISTS @ ANCHOR BOLTS
BRICK CAP BETWEEN CORBELS
NOT TO SCALE
CORBEL / STUCCO STONE
ATTACHMENT DETAILJ
WINDOW-HEAD & SILL
SCALE: 3" = 1' - 0"
HEADER SEE
STRUCT. DWG.
CEM. PLAST.
SYSTEM
PLY WOOD
SHEATING
SHAPED FOAM
TRIM
SEALANT
VINYL WDW. FRAME
1" INSULATED GLASS
SEALANT
STUCCO
COVERED
SHAPED FOAM
TRIM
1/2" GYP. BD.
WOOD TRIM
WOOD
APRON
R-13 INSUL.
0' - 3"
N
WORTHINGTON
YOUR ONLY SOURCE FOR FINE ARCHITECTURAL DETAILS
10175 FORTUNE PARKWAY, SUITE 502
JACKSONVILLE, FL 32256
PHONE: 1-800-872-1608 OR 904-281-1485
FAX: 904-281-1488 WorthingtonMillwork.com
DWG TITLE: LARGE MOULDING
PRODUCT NO: 01-208-12
DIM. TOLERANCE: N.A.
DRAWN BY: RZ
ALL RIGHTS RESERVED. THIS DRAWING IS THE PROPERTY OF WORTHINGTON GROUP, LTD. AND MAY BE USED ONLY IN CONJUCTION WITH CONSTRUCTION PROJECTS UTILIZING WORTHINGTON GROUP, LTD. PRODUCTS. THIS DETAIL MAY NOT APPLY TO ALL CONDITIONS OR CONSTRUCTION SITUATIONS. FOR NON-TYPICAL CONDITIONS, CONSULT WORTHINGTON GROUP LTD CUSTOMER SIGNATURE:DATE:
DIMENSIONAL PROFILE
OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
71 80" MIN. FOR
FREE STAND
36" MIN. FOR
WALL MOUN
DRIVEWAY ENTRY SIGN
N.T.S.
C
PARKING SIGN
N.T.S.
D
TO TOP OF
WALKING
SURFACE
3" 1'-6"
1/2 RADIUS
MIN.
3'-6" MIN.
FINISH GRADE
RESERVED
PROVIDE WHERE
NOTED ON PLAN
VAN ACCESSIBLE
REFLECTORIZED
SIGN CONSTRUCTED
OF PORCELAIN
STEEL WITH BEADED
TEXT OR EQUAL
TOP & BOTTOM.
POLE WITH GALV. STRAPS AT
IMBEDMENT. ATTACH SIGN TO
GALV. STEEL POLE W/2'-0"
SUPPORT: STANDARD 3' DIA.
BLUE
WHITE
1'-10" MIN
1' - 5"
OR BY TELEPHONE____________________
_____________________________________
.
COLORS WHITE LETTERS ON
TYP. PAVEMENT SYMBOL
COMMERCIAL SIGN COMPLYNG
WITH 24 CAC SECTION 2-7102
OPTION SUBSTITUTE WITH
TO #15090 FED. STD. 595
BLUE BACKGROUND EQUAL
1'-0" PER SEC1129B.5
Proportions of international symbol of accessibility
METAL
PAINT OR PORCELAIN ON
MATERIALS REFLECTORIZED
EMBLEM MUST BE LOCATED
IN STALL SO THAT IS VISIBLE
BY A TRAFFIC ENFORCEMENT
OFFICER WHEN A VEHICLE IS
PROPERLY PARKED IN THE
SPACE (CENTERED AT ENTRANCE
TO STALL RECOMMENDED).
2% max. in any direction.SURFACE SLOPE:
- " Van accessible " sign for van spaces.
- Parking signage is exempt if total parking space is less than 5. - Reflectorized International Symbol of Accessibility at each space, min. 70" sq. (min. 80" high if in path of travel or min. 36" high at wall), & unobscured by a parked vehicle.
- Tow away sign with telephone # at each entrance to parking area or adjacent to accessible spaces, min. size: 17" x 22", 1" high letters.
SIGN TO BE CENTERED
AT THE INTERIOR END OF
PARKING SPACE.
36"DESIGNATE FOR
"VAN ACCESSIBLE"
WHERE APPROPIATE
AREA OF SIGN TO BE
A MIN. OF 70 SQ. IN
N O T E:
36"
- A bumper or curb shall be provided to prevent encroachment over required walkways.
- Parking shall be located as close as possible to accessible entries. - Accessible routes shall not cross traffic lanes or travel behind other vehicles.
- Where multiple entrances exist, parking shall be dispersed equally. - Pedestrian ways shall be provided from each parking space.
Exceptions: Where an unreasonable hardship is determined, a variance of waiver may be granted when equivalent facilitation is provided.
SIGNAGE:
ARRANGEMENT:
151-200 6 (1 Van Min.) - Auto: Min. 9' wide with min. 5' loading area, min. 18' long. - Van: Min. 9' wide with min. 8' loading area. min. 18' long. - Diagonal Parking Stalls: loading area need special attention in design. - Outpatient Facilities: 10% accessible of total spaces. - Facilities specialize in services for persons with mobility impairments:
20% accessible of total spaces.
1,001 and over 20+ 1 for each 100, or fraction thereof over 1,001 (1 Van per 8 Access Parking)
501-1000 2% of total (3 Van min.) 401-500 9 (2 Van Min.) 301-400 8 (1 Van Min.) 201-300 7 (1 Van Min.) SIZES:
101-150 5 (1 Van Min.) 76-100 4 (1 Van min.) 51-75 3 (1 Van min.) 26-50 2 (1 Van min.) 1-25 1 (1 Van min.) Minimun Required Number of
Accessible Parking Spaces
F. ACCESSIBLE PARKING CBC
Total Number of
Parking Spaces
NUMBER:
NOTE: MOUNT ADJACENT TO ENTRY DOOR
DIRECTIONAL SIGNE
N.T.S.
1'-6"
ACCESIBLE
ENTRANCE
BLUE BACKGROUND
LETTERS AND ARROW
WHITE SYMBOL
1'-0"
HEAVY GAUGE
ALUMINUM W/ REFLECTIVE
WHITE BACKGROUND
DRAWN:
JOB:
DATE:
SCALE:
DATE:
REVISIONS
REQUIREMNTS FOR ACCESIBLE ROUTES
ADA BATHROOM SIGNAGE
.
ADA HANDICAP DETAILS (misc doors
hallways landing)
13 ADOUBLE PARKING STALLS
9'-0" MIN.9'-0" MIN.
5'-0" MIN. AT
STANDARD STALL
& 8' AT VAN STALL
TYP. PAVMENT
SYMBOL PER
SEC. 1129B.5
18'-0" MIN.STRIPES AT
36" ON CENTER
WHEEL STOP
70 SQ. INCH
ACCESSIBILITY
SIGN PER
SEC.11298.5
RUBBER
BUMPER
ON CHAIR
AT 1:2 SLOPE
48" in length between opened doors.
- Swing side: 60" length in the direction of door swing. - Push side: 48" in length when door has both latch, & closer. - Push side: 44" in length when door has no latch, no closer, & wheelchair approach to hinge side.
- Push Side: 44" in length when door has no closer & wheelchair approach to latch side
THRESHOLDS
CLEAR DOOR WIDTH
(b) DOUBLE DOOR
32" CLEAR
THRESHOLDS
CONSECUTIVE DOORS IN VESTIBULE:
Bottom 10" high smooth panel on
push side of door.
24" MAX.
(a) SINGLE DOOR
32" MIN
FINISH FLOOR EVEN
COMPRESSED
CARPET 1/4"
MAX. BELOW
THRESHOLD
1 2"
2 1/2" MAX.
KICK PLATE:
SWING AND OPENING FORCE:
- Exterior doors 5 lbs.
- Interior doors 5 lbs.
- Fire doors 15 lbs.
TYPE OF LOCK OR LATCH:
MINIMUM WIDTH:
- Between 34 MIN." to 44" MAX. above floor.
- Operable with a single effort (lever type,
panic bars, or push-pull bars).
KICK PLATE
10" MIN.
10" MIN.
BOX RAIL
OR FRONT
KICK PLATE
- Exterior Door : 24".
- Interior Door : 18".
FLOOR LEVEL AT DOORS:
STRIKE SIDE CLEARANCE:
THRESHOLDS:
DOORS & LANDINGS CBC
32" Clear (Min. 3'-0" x 6'-8" door).Max. height 1/2".
DIAMETER CLEAR
32" MIN
CLEAR
18"
MIN.
MIN.
OF
FIXTURE
CENTERLINE
18"
28"
MAX.
60" MIN.
ON WIDE
SIDE
48" MIN.
CLEAR
24"
FLUSH
ACTIVATOR
TO EDGE
OF WATER
CLOSET
12"
CENTERLINE
OF
FIXTURE
17" to 18"
2'-2"
60" (1525 mm) MIN.
56" (1420 mm) MIN.
SIDETRANSFER
17" TO 18"
12" (305 mm) MAX.
42" (1065 mm) MIN.
54" (1370 mm) MIN.
REAR WALL GRAB BAR
AT WATER CLOSETS
SIDE ELEVATION
+40" MAX. TO
PART
HIGHEST OPERABLE
ALL DISPENSERS
MIN
19"
33"
7" to 9"
42" GRAB BAR
36" GRAB BAR
GRAB BARWALL
DIAMETER
NOMINAL
1-1/2"
TO
1-1/4"1-1/2"
TOILET DIMENSIONS
48" (1220 mm) MIN.
40" (1015 mm)
34" (865 mm)
29" (685 mm)
NOMINALFLOOR
17" TO 25" (430 TO 635 mm)
KNEE/TOE CLEARANCE
29" (735 mm)
MIN.
30" (760 mm)
9" (230 mm)MIN.MIN.
MAX.
MIN.
MAX.
SPACE
TOP OF
LAVATORY
25" (635 mm)
17" (430 mm)
BOTTOM
MIN.
CLEAR
REFLECTIVE
PART OF
MIRROR
MAX.
SINGLE ACCOMMODATION TOILETS CBC
LONG IN FRONT OF THE WATER CLOSET.
Exception: IN AN EXISTING BUILDING MAY HAVE CLEAR SPACE MIN. 36" X 48" * OTHER SIDE WALL: MIN. 32" WATER CLOSET TO WALL, 28" WATER CLOSE * GRAB BAR SIDE WALL: 18" TO CENTER LINE OF WATER CLOSET. * NO DOOR SHALL ENCROACH INTO THIS SPACE.
* MIN. 60" CLEAR OR T-SHAPED SPACE PER FIG.
ACCESSIBLE ROUTE: MIN. 36" AISLE
* FRONT OF WATER CLOSET: MIN. 48"
TO LAVATORY.
WATER CLOSET CLEAR SPACE:
CLEAR SPACE:
SINGLE OCCUPANCY TOILET
3. Lavatory controls should be within accessible reach range, be operable with should operate for not less than 10 seconds.
Automatic controls are acceptable. Manually activated, self-closing faucets one hand, and not require tight grasping, pinching, or twisting of the wrist. must be insulated or located so as to protect users from contact with the
2. Exposed pipes and water supply pipes located beneath accessible lavatories overflow is permitted to project into the knee clearance.
1. Knee and toe clearance is required below accessible lavatories. The lavatory pipes.
LavatoriesLAVATORIES
PROVIDE: THIS
ADDITIONAL
SPACE IF DOOR
IS EQUIPPED
WITH BOTH A
AND A CLOSER
12"
48" MIN.
FRONT APPROACH
PUSH SIDE
CLEAR AT
EXTERIOR
DOORS
24" MIN.
60" MIN.CLEAR AT
INTERIOR
DOORS
18" MIN.
PULL SIDE
PROJECTION
HORIZONTAL
(100 TO 160 mm)
MAX.
PERIMETER
4" TO 6 1/4"
MAX.
MIN. MAX.
HANDRAIL DESIGN
1 1/2" (38 mm) 2 1/4" (59 mm)
2 1/4" (59 mm)
REV 2-22-2023
AUGUSTINE
1 /4 " = 1'-0" PROPOSED ADA HANDICAP
DETAILS
KNEE AND TOE
CLEARENCEN.T.S.
K
MIN FIXTURE
CLEARENCES
N.T.S.
F
TOILET GRAB BAR
LOCATIONS
N.T.S.
C
ADA ENTRY ACCESS
N.T.S.
N
TOILET ACCESSORY
LOCATIONSN.T.S.
PC
MIN. ENTRY DOOR
STANDARDS
E
N.T.S.
" MINIMUM FINE $250 "
THE LOADING & UNLOADING
ACCESS AISLES SHALL BE
PAINTED BLUE..WITHIN THE
BLUE BORDER, HATCH LINES
A MAX. OF 36"O.C. SHALL BE
PAINTED A COLOR CONTRASTING
WITH SURFACE, PREFERABLY
BLUE OR WHITE
RESERVED
THE WORDS " NO PARKING " SHALL BE
PAINTED ON THE SURFACE WITHIN
EACH ACCESS AISLE IN WHITE LETTERS
A MIN. OF 12" IN HEIGHT AND LOCATED TO
BE VISIBLE FROM THE ADJACENT
VEHICULAR WAY (CBC 11B-502.3.3).
60" MIN.
12" 24"
RESTROOM
"SPEED OF LIFE TOWING "
_____________________________________ 637 MAIN STREET. _____________________________________ WATSONVILLE ,CA.95076 (831) 662-3355
29" MIN
3033 Moorpark Ave. #1 San Jose, CA 95128
Professional Design Consultants
(408) 294-7060
UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING PLACARDS OR
SPECIAL LICENSE PLATES ISSUED FOR
PERSONS WITH DISABILITIES WILL BE
TOWED AWAY AT THE OWNER'S EXPENSE
PER CBC 11B-502.8.2.
TOWED VEHICLES MAY
BE RECLAIMED AT: ____________________ (831) 662-3355
MINIMUM FINE
$250 (CBC 11B-502.6.2).
MINIMUM FINE
$250 (CBC 11B-502.6.2)
60" MIN.
12" MIN. 24" MIN.
36" MIN.
LC
LC
FIGURE 11B-604.5.2
58" to 60" to center line of symbol
RESTROOM
60" MAX
- SIGN LOCATION & INSTALLATION:
California's requirement that two signs must identify each restroom makes it essential that their installation follow the specifications in the standard. The California geometric door symbol must be centered horizontally on the door at a height of 58 inches minimum and 60 inches maximum above the finished floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within 1 inch of the vertical centerline of the door. (CBC 11B-703.7.2.6) ((See Graphic Aid 3 below)
The Federal ADAAG sign with the tactile text, braille, and possible visual features must be installed with tactile characters located 48 inches minimum above the finish floor or ground surface measured to the baseline of the lowest Braille cells and 60 inches maximum above the finish floor or ground surface, measured to the baseline of the highest line of raised characters. The sign should be located on the wall adjacent to the latch side of the door. Where there is no wall space on the latch side, the sign should be placed on the nearest adjacent wall, preferably on the right. (CBC 11B-703.4.1-4.2) (See Graphic Aid 3 below) OWNER
HBD APARTMENTS
224 PALM AVENUE
MARINA , CA. 93933
(831) 601 - 6861
72 PALM AVENUE
SHEET
OF
SCALE:
DRAWN:
JOB No.: SUBMITTAL / REVISION
Civil Engineering
Land Surveying
6 Harris Court
Monterey, California
831.649.5225
whitsonengineers.com
1" = 10'
ECP
4116.00
1 1
224 PALM AVENUE
TOPOGRAPHIC MAP OF PARCELS "1", "2", AND "3" AS SHOWN ON VOL. 22 OF PARCEL MAPS , PAGE 80
Marina, California
APN 032-303-045, 032-303-046, 032-303-047
2019-1113
ECP
E
I N
E
S
O N
W
E
N
I T
H
S
G
R
ABBREVIATIONS
LEGEND
VICINITY MAP
MAP NOTES
REFERENCES
73 74
75 76
77 February 28, 2024 Item No. 13a
Honorable Mayor and Members City Council Meeting
of the Marina City Council of March 5, 2024
CITY COUNCIL TO RECEIVE A PRESENTATION FROM THE MONTEREY
SALINAS TRANSIT (MST) DISTRICT ON THE TRANSIT ORIENTED
DEVELOPMENT PLANNING STUDY. NO FORMAL ACTION IS REQUIRED BY THE CITY COUNCIL.
BACKGROUND
Monterey-Salinas Transit (MST) is developing a Transit-Oriented Development (TOD) Planning Study (“TOD study”) to enhance the viability of TOD and increase the ridership potential in key station areas along the planned SURF! Busway and Bus Rapid Transit (B RT) corridor. The SURF! Project is proposing improvements to the 19.5 -mile Line 20 that extends between Monterey and Salinas and to construct a six-mile dedicated busway on the Transportation Agency for Monterey County’s (TAMC’s) Monterey Branch Line rail corridor between Sand City and Marina. MST has received full funding for the SURF! BRT project from the Federal Transit Administration (FTA), California State Transportation Agency (Cal STA), TAMC, and other funding partners.
TOD projects typically consist of dense development featuring a mix of land uses located around a major transit station combined with a diverse set of surrounding transportation options that help transit riders make the “first or last” mile connection to t heir destination. This TOD “ecosystem” provides seamless and convenient access that extends the reach of transit and makes it more attractive for riders.
The TOD study has analyzed various travel patterns and land use factors along the SURF! corridor to understand the opportunities and constraints for TOD and supportive “first/last mile” transportation projects. Several community engagement efforts have bee n held throughout the TOD study to receive input from residents and stakeholders, including online surveys, focus groups, and community “pop-up” events. The study’s Technical Advisory Committee (TAC), which consisted of staff from all of the cities (Marina, Sand City, Seaside, Monterey, and Salinas), TAMC, and California State University, Monterey Bay (CSUMB), provided critical input and feedback on the project’s deliverables.
The study’s Implementation Strategy report provides actionable TOD “best practices” and transportation infrastructure improvements that support safe and convenient access for pedestrians and bicyclists to MST’s SURF! corridor and other key transit routes. These TOD and supportive first/last mile access improvements will help increase transit ridership by shifting people from cars, which will improve MST’s operating efficiency, support affordable housing opportunities near transit, reduce congestion, improve air quality, and enhance local placemaking.
The TOD and transportation improvements recommended in this study are not part of the SURF! project, which will begin construction in 2024. These land use and transportation recommendations serve as guidance for MST, TAMC, and the cities along the corridor to consider as future development occurs and will help enhance the regional coordination of land use and transit planning efforts in Monterey County. The TOD study focuses on five study areas along the SURF! corridor in Monterey, Sand City, Seaside, Marina, and Salinas. Each study area is approximately 0.5 to 1.0 -mile around the SURF! alignment and major bus stops along the corridor. The study area for Marina is consistent with the City’s Downtown Vitalization Specific Plan, which focuses higher density development along Del Monte Boulevard and Reservation Road.
1 This study identifies a number of potential land use policies to support TOD and presents how various TOD scenarios can leverage SURF! and other MST routes, which can lead to higher transit ridership and more sustainable transportation outcomes. The TOD study presents three aspirational “place types” that are applied to the study areas along the corridor for purposes of understanding the potential for development and transit ridership. Within the City of Marina, the study applied the “Major Activity Center” place type to areas along Del Monte Boulevard and Reservation Road. The TOD study is consistent with the Vitalization Specific Plan. The TOD study assessed residential densities at 70 units per acre, which corresponds with the City’s Vitalization Plan tha t assumed residential densities of 70 units per acre in the “Core” land use designation.
The TOD study does not recommend changes to land use policy or zoning code – it is focused on how to increase transit ridership, transit amenities, first/last -mile transportation strategies, and regional coordination. Table 12 (TOD Implementation Plan) in the TOD study presents a range of advisory land use, housing and transportation actions. The “Land Use” recommendations include:
• “Coordinate findings and recommendations into General Plan and Specific Plan updates • “Zoning revisions for existing districts or overlays
These land use implementation tasks are advisory for cities along the corridor to be considered and implemented when policies are updated or land use development occurs. The City’s proposed adoption of the Vitalization Specific Plan incorporates the TOD be st practices recommended in MST’s TOD study.
For the City of Marina, the TOD study closely reviewed the Downtown Vitalization Specific Plan to understand the City’s development densities and transportation projects along Del Monte Boulevard and Reservation Road. The TOD study’s land use analysis evaluates opportunity zones along these corridors to understand their potential development, population, and transit ridership impact. The TOD analysis is consistent with the Vitalization Specific Plan’s recommendations and builds on this work to understand the impacts on MST’s transit system.
Along the Del Monte and Reservation corridors, the study proposes transportation improvements that include upgrading bus stops within the study areas to incorporate basic infrastructure such as shelters, seating, and signage. Real time information and bicy cle facilities could also be provided at some locations based on utility availability and other factors. The study’s analysis indicates that many bus stops have sufficient ridership and/or space to allow for enhanced improvements.
The figure below presents the location of potential transportation improvements within the City of Marina, which include intersection and crossing upgrades, bus stop enhancements, and bicycle infrastructure improvements. Planned and proposed City projects along Del Monte Boulevard and Reservation Road are reflected on the figure and are consistent with ongoing City efforts. The transportation projects recommended in this TOD study complement and support these ongoing efforts. 2 TOD Planning Study: Recommended Transportation Improvements for the City of Marina
Additionally, the TOD study proposes a suite of mobility hub improvements be implemented at MST’s Marina Transit Exchange. Mobility hub improvements include enhanced amenities such as bicycle parking, space for passenger loading and pick -up/drop-off, and c ould include features such as mobile food vending. The 5th Street Station at the mid-point of the SURF! busway already has planned mobility hub features.
MST is responsible for implementing the planned SURF! BRT stations and other supportive infrastructure within its right-of-way (ROW) and defined in its FTA application. It is proposed that MST work with the cities of Salinas, Marina, Sand City, Seaside and Monterey as well as other key stakeholders to coordinate and implement these transit supportive improvements, which will require collaboration with developers and owners of adjacent land uses and working together to secure grant funding.
Respectfully submitted,
Guido F. Persicone
Community Development Director,
City of Marina
REVIEWED/CONCUR
__________________________
Layne Long
City Manager,
City of Marina
Attachment: A-Link to TOD Study: https://mst.org/wp-content/media/20231129-MST-TOD- Implementation-Strategy-Report.pdf
3 February 29, 2024 Item No. 13b
Honorable Mayor and Members City Council Meeting
of the Marina City Council of March 5, 2024
CITY COUNCIL CONSIDER INCREASING SALARY FOR MAYOR AND
COUNCILMEMBERS
REQUEST:
It is recommended that the City Council consider:
1. Direct staff to bring back an Ordinance revising Mayor and Councilmember salaries.
BACKGROUND:
The City of Marina is a charter city under California state law. Under the city’s charter, the City Council has the authority to adopt an ordinance to increase salary for the mayor and city councilmembers.
The salary for the mayor and city councilmembers was last increased almost 34 years ago on September 4, 1990. (EXHIBIT A, Ordinance No. 90-8). Since that time, the cost of living alone has increased more than 300%. Additionally, as the city has grown in population and complexity, the hours required, and resources needed to prepare for and attend city council meetings and perform other functions of the city council have increased significantly. The current salary for the mayor is set at $250 per month and a city councilmember at $200 per month . These salaries are some of the lowest in the Monterey County area.
The California Legislature recognized this problem in 2023 and adopted Senate Bill 329 (Dodd) which authorized general law city council’s to enact an ordinance to provide that each member of the city council a salary based upon the population of the city and authorized that amount to be increased to not exceed 5% for each calendar year from the operative date of the last adjustment of the salary.
While the City of Marina is not a general law city and thus SB 329 is not applicable, as a reference point, SB 329 authorized cities with population s up to 35,000 to pay their city councilmembers salaries up to $950 per month. The goal of the bill was to address recent inflationary increases and economic realities and remove barriers to achieving more equitable representation in local government by making it easier for public servants to balance careers and personal obligations .
SB 329 had findings to help city councils become more diverse because increased compensation can help individuals from across different income levels receive sufficient income from their service to help ensure that they can continue to serve the public and support their families making it easier for members of marginalized communities to serve.
The League of California Cities supported SB 329 (EXHIBIT B) and noted that lengthy time commitments and limited pay discourage many, especially low -income residents, single parents, people of color, and young people, from running for public office.
With the adoption of the 2023-24 and 2024-25 budget, the council directed staff to bring the topic of council compensation forward.
1 ANALYSIS:
A dra ft Ordinance (EXHIBIT C) ha s been prepare d that as a startin g point for discussion establishes an increase in ma yor and councilmembe r mont hly salary to $550 a nd $400, respectively; and to be effective 30 days after adoption of the Ordinance. The propose d salary increase is based on salary surveys of mayor and councilmember salaries of neighboring peninsula cities in Monterey County and establishes our salary in the middle or average of these cities. The proposed revision represents an increase of $300 per month over the current monthly mayor salary and $200 per month for the current councilmember salary. The tota l proposed annual salary for the mayor is $6,600 per year and each councilmember is $4,800 per year.
FIS
CAL IMPACT
The impact of the proposed changes would be an additional total of $13,200 per year.
CONCLUSION:
This
request is submitted for City Council consideration and direction.
Respectfully submitted,
____________________________
Belinda Varela, Director
Human Resources & Risk Management
City of Marina
REVIEWED/CONUR:
____________________
Layne Long
City Manager
City of Marina
2 EXHIBIT A
3 EXHIBIT A
4 EXHIBIT B
5 Ordinance No. 2024 -
AN ORDINANCE AMENDING ORDINANCES NO. 90-8, 79-12, 85-3, AND 86-6
TO REVISE THE SALARY FOR MAYOR AND COUNCILMEMBERS
THE CITY COUNCIL OF THE CITY OF MARINA DOES ORDAIN AS FOLLOWS:
1. Ordinance Nos. 90-8, 79-12, 85-3 and 86-6 Amended. Ordinance No. 90-8, adopted on September 4, 1990, Ordinance No. 86-6, adopted on May 6, 1986, Ordinance No. 85-3, adopted on May 21, 1985, and Ordinance No. 79-12, adopted on September 26, 1979, all of which relate to the compensation for Mayor and Councilmembers, are hereby amended to read in its entirety as follows:
2. Salary. Each Councilmember shall receive compensation of $400 per month, and the directly elected Mayor shall receive a salary of $550 per month.
3. Reimbursement. The compensation prescribed by this ordinance are inclusive of vehicle expenses incurred in the performance of duties within the boundaries of the City but are exclusive of any other amount payable to a member of the Council as reimbursement for other actual and necessary expenses incurred in the performance of official duties.
4. Effective Date. This ordinance shall take effect and be in force 30 days after adoption.
5. Posting of Ordinance. Within fifteen (15) days after the passage of this ordinance, the City Clerk shall cause it to be posted in the three public places designated by resolution of the City Council.
The foregoing ordinance was introduced at a regular meeting of the City Council of the City of Marina duly held on March 5, 2024, and was passed and adopted at a regular meeting duly held on March 19, 2024, by the following vote:
AYES, COUNCIL MEMBERS
NOES, COUNCIL MEMBERS
ABSENT, COUNCIL MEMBERS
ABSTAIN, COUNCIL MEMBER
Bruce C. Delgado, Mayor
ATTEST:
Anita Sharp, Deputy City Clerk
EXHIBIT C
6