LA MESA CITY COUNCIL
AGENDA
A Regular Meeting
Date: Tuesday, July 9, 2024, 6:00 p.m.
Location: City Council Chambers, 8130 Allison Avenue
La Mesa, California
Elected
Officials:
Mayor Mark Arapostathis
Vice Mayor Laura Lothian
Councilmember Patricia N. Dillard
Councilmember Colin Parent
Councilmember Jack Shu
City Treasurer Matthew Strabone
Staff: City Manager Greg Humora
City Attorney Glenn Sabine
City Clerk Megan Wiegelman
The City Council meeting may be viewed in-person or live on Cox Cable Channel 24 (within La Mesa City limits), AT&T U-Verse Channel 99 (in the San Diego Region), the City’s website (www.cityoflamesa.us), Facebook Live (www.facebook.com/lamesaca) or using the following Zoom Webinar options:
The public may view the meeting live using the following remote options:
Teleconference Meeting Webinar
https://us06web.zoom.us/j/84472650722
Telephone (Audio only)
(669) 900-6833 or (253) 215-8782 Webinar ID: 844 7265 0722 Copy and paste the webinar link into your internet browser if the webinar link does not work directly from the agenda.
PUBLIC COMMENTS
In-Person comments during the meeting: Join us for the City Council meeting at the time and location specified on this agenda to make your comments. Please complete a “Request to Speak” card and submit it to the Council Hostess. When the Mayor calls your name, step to the podium and state your name for the record. Comments will be limited to three (3) minutes.
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How to submit eComments: eComments are available once an agenda is published.
Locate the meeting in "upcoming meetings" and click the comment bubble icon. Click on the item you wish to comment on. eComments can be submitted when the agenda is published and until 24 hours prior to the meeting. eComments are limited to 3700 characters (approximately 500 words). eComments may be viewed by the City Council and members of the public following the close of the eComment submission period (24 hours prior to the meeting). Email your comment to [email protected] if you have difficulty submitting an eComment. eComments will not be read aloud as a regular meeting item; however any member of the Council or member of the public may do so during their respective comment time.
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PLEASE NOTE: Public Comment will be limited to 3 minutes per item. The timer begins when the participant begins speaking. Time cannot by combined or yielded to another speaker. *Live Remote Public Comment ONLY permitted during Councilmember teleconferencing pursuant to California Government Code Section 54953 (AB 2449).
*Zoom Audio Comments: To provide oral public comments during the meeting, join the Zoom meeting by computer, mobile phone, or dial in number. On Zoom video conference by computer or mobile phone, use the “Raise Hand” feature. This will notify the moderator that you wish to speak during a specific item on the agenda or during non-agenda Public Comment. Members of the public will not be shown on video but will be able to speak when called upon. If joining the meeting using the Zoom dial-in number, you may raise your hand by pressing *9. Comments will be limited to three (3) minutes. No further comments will be entertained after the Mayor closes public comment. •
Citizens who wish to make an audio/visual presentation pertaining to an item on the agenda, or during Public Comments, should contact the City Clerk’s office at 619.667.1120, no later than 12:00 p.m., the Monday prior to the meeting day. Advance notification will ensure compatibility with City equipment and allow Council meeting presentations to progress smoothly and in a consistent and equitable manner. Please note that all presentations/digital materials are considered part of the maximum time limit provided to speakers.
Agenda reports for items on this agenda are available for public review at the City Clerk's Office, 8130 Allison Avenue, during normal business hours.
Materials related to an item on this agenda submitted to the Council after distribution of the agenda packet are available for public inspection in the City Clerk’s Office, 8130 Allison Avenue, during normal business hours.
ACCESSIBILITY: The City of La Mesa encourages the participation of disabled individuals in the services, activities and programs provided by the City. Individuals with disabilities, who require reasonable accommodation in order to participate in the City Council meetings, should contact the Administrative Services Department 48 hours prior to the meeting at 619.667.1175, fax 619.667.1163, or [email protected].
Hearing assisted devices are available for the hearing impaired. A City staff member is available to provide these devices upon entry to City Council meetings, commission meetings or public hearings held in the City Council Chambers. A photo i.d. or signature will be required to secure a device for the meeting.
Pages
1. CALL TO ORDER
1.1 INVOCATION - COUNCILMEMBER DILLARD
1.2 PLEDGE OF ALLEGIANCE
2. CITY MANAGER COMMENTS
3. COMMUNITY BULLETIN REPORTS
4. ADDITIONS AND/OR DELETIONS TO THE AGENDA
5. PRESENTATION
5.1 PROCLAIMING JULY 2024 AS PARKS AND RECREATION MONTH
6. PUBLIC COMMENTS – (TOTAL TIME – 15 MINUTES)
NOTE: In accordance with state law, an item not scheduled on the agenda may be brought forward by the general public for comment; however, the City Council will not be able to discuss or take any action on the item at this meeting.
If appropriate, the item will be referred to Staff or placed on a future agenda.
7. CONFLICT DISCLOSURES
8. BOARD AND COMMISSION INTERVIEWS
8.1 ANNUAL INTERVIEW OF APPLICANTS FOR OPENINGS ON THE
CITY’S BOARDS AND COMMISSIONS AND INTERVIEW OF
APPLICANTS FOR A VACANCY ON THE COMMUNITY POLICE
OVERSIGHT BOARD
1 Staff Reference: Ms. Wiegelman
9. PUBLIC COMMENTS ON CONSENT CALENDAR
This is the time in which members of the Council or audience may pull items from the CONSENT CALENDAR for discussion. Public Comments are also invited on Consent Calendar items.
10. CONSENT CALENDAR
(Items 10.1 through 10.6)
The Consent Calendar includes items considered to be routine. Unless discussion is requested by members of the Council or audience, all Consent Calendar items may be approved by one motion.
Recommended Motion:
Approve Consent Calendar Items 10.1 through 10.6.
10.1 APPROVAL OF MOTION TO WAIVE THE READING OF THE TEXT
OF ALL ORDINANCES AND RESOLUTIONS AT THIS MEETING
Recommended Motion:
Approve.
10.2 APPROVAL OF THE MINUTES FOR THE CITY COUNCIL SPECIAL MEETINGS HELD TUESDAY, MAY 28, AND TUESDAY, JUNE 11,
2024
7 Recommended Motion:
Approve.
10.3 APPROVAL OF THE MINUTES FOR THE CITY COUNCIL REGULAR MEETINGS HELD TUESDAY, MAY 28, AND TUESDAY, JUNE 25,
2024
11 Recommended Motion:
Approve.
10.4 APPROVAL OF THE CITY COUNCIL REGULAR MEETING, LA MESA
PUBLIC FINANCING AUTHORITY SPECIAL MEETING, AND CITY OF
LA MESA SUCCESSOR AGENCY SPECIAL MEETING HELD
TUESDAY, JUNE 11, 2024
25 Recommended Motion:
Approve.
10.5 ADOPTION OF RESOLUTIONS PERTAINING TO THE GENERAL
MUNICIPAL ELECTION TO BE HELD ON NOVEMBER 5, 2024
33 Staff Reference: Ms. Wiegelman
Recommended Motion:
Adopt Resolutions.
a. RESOLUTION CALLING FOR THE HOLDING OF A GENERAL
MUNICIPAL ELECTION TO BE HELD ON TUESDAY,
NOVEMBER 5, 2024, FOR THE ELECTION OF CERTAIN
OFFICERS AS REQUIRED BY THE PROVISIONS OF THE
LAWS OF THE STATE OF CALIFORNIA RELATING TO
GENERAL LAW CITIES
Recommended Motion:
Adopt Resolution.
b. RESOLUTION REQUESTING THE BOARD OF
SUPERVISORS OF THE COUNTY OF SAN DIEGO TO
CONSOLIDATE A GENERAL MUNICIPAL ELECTION TO BE
HELD ON NOVEMBER 5, 2024, WITH THE STATEWIDE
GENERAL ELECTION TO BE HELD ON THE DATE
PURSUANT TO § 10403 OF THE ELECTIONS CODE
Recommended Motion:
Adopt Resolution.
c. RESOLUTION ADOPTING REGULATIONS FOR
CANDIDATES FOR ELECTIVE OFFICE PERTAINING TO
CANDIDATES' STATEMENTS SUBMITTED TO THE VOTERS
AT AN ELECTION TO BE HELD ON TUESDAY, NOVEMBER
5, 2024
Recommended Motion:
Adopt Resolution.
10.6 RATIFICATION OF DESIGN REVIEW FOR PROJECT 2024-0197 (CCRT PROPERTIES)
41 A PROPOSED TWO-STORY FINANCIAL INSTITUTION BUILDING OF 7,552 SQUARE FEET AT 8301 FLETCHER PARKWAY, APN 490-200- 49-00 IN THE C-G-D (GENERAL COMMERCIAL/GROSSMONT
OVERLAY/URBAN DESIGN OVERLAY) ZONE
Staff Reference: Ms. Santos
Recommended Motion:
Approve.
11. STAFF REPORT
11.1 CONSIDERATION OF PLACING A MEASURE ON THE NOVEMBER 5, 2024 BALLOT TO ASK THE VOTERS OF THE CITY OF LA MESA IF THEY WISH TO EXTEND THE ¾ CENT LOCAL SALES TAX IN LA
MESA (KNOWN AS PROPOSITION L) FOR AN ADDITIONAL 20-
YEARS
103
City Council Extension of Prop L Ad Hoc Subcommittee
a. RESOLUTION ORDERING THE SUBMISSION TO THE
QUALIFIED VOTERS OF THE CITY OF A CERTAIN
MEASURE RELATING TO THE EXTENSION OF THE
TRANSACTIONS AND USE TAX (PROPOSITION L) AT THE
GENERAL ELECTION TO BE HELD ON TUESDAY,
NOVEMBER 5, 2024
Recommended Motion:
Adopt Resolution.
b. RESOLUTION PROVIDING FOR THE FILING OF REBUTTAL
ARGUMENTS FOR CITY MEASURES SUBMITTED AT
MUNICIPAL ELECTIONS
Recommended Motion:
Adopt Resolution.
c. RESOLUTION SETTING PRIORITIES FOR FILING WRITTEN
ARUMENTS REGARDING A CITY MEASURE AND
DIRECTING THE CITY ATTORNEY TO PREPARE AN
IMPARTIAL ANALYSIS
Recommended Motion:
Adopt Resolution.
d. INTRODUCTION AND ADOPTION OF AN ORDINANCE
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
LA MESA ADDING A NEW SECTION 5.28.135 TO THE LA
MESA MUNICIPAL CODE EXTENDING THE EXISTING
TRANSACTION AND USE TAX (ESTABLISHED PURSUANT
TO LA MESA MUNICIPAL CODE CHAPTER 5.28) TO BE
ADMINISTERED BY THE STATE BOARD OF EQUALIZATION
[EXTENSION CONTINGENT UPON A MAJORITY VOTE OF
THE QUALIFIED VOTERS OF THE CITY VOTING TO
APPROVE SAID EXTENSION]
Recommended Motion:
Approve the introduction and adoption of the Ordinance.
12. COUNCIL COMMITTEE REPORTS (3 MINUTE LIMIT)
13. AB 1234 REPORTS (GC 53232.3 (d))
14. CITY ATTORNEY REMARKS
15. ADJOURNMENT
DATE: July 9, 2024
TO: Mayor and Members of the City Council
FROM: Megan Wiegelman, CMC, City Clerk
VIA: Greg Humora, City Manager
SUBJECT: ANNUAL INTERVIEW OF APPLICANTS FOR OPENINGS ON THE CITY’S BOARDS AND COMMISSIONS
Attached are copies of applications from residents who wish to be considered for appointment or reappointment to the City’s Boards and Commissions. The applicants have been invited to attend the meeting and make a brief three-minute presentation describing their qualifications and interest in serving.
In addition, attached are copies of applications from residents who wish to be considered for a vacancy on the Community Police Oversight Board. The Police Beat 3 and Police Beat 4 seats are vacant. The annual recruitment for the Community Police Oversight Board occurs in December of each year. The applicants have been invited to attend the meeting and make a brief three-minute presentation describing their qualifications and interest in serving.
The applicants will be called forward by the City Clerk and after each presentation you may ask questions of the applicants, if you wish.
The appointments will be made at the Council meeting on Tuesday, July 23rd.
Attachment
ATTACHMENT A
A number of applicants listed more than one board or commission of interest.
Arts and Culture Commission: 2 positions – four-year terms One position represents the visual arts (VA) and one position represents the general population (G).
The Commission shall consist of seven appointed members as follows: two members to be art educators (one kindergarten through 8th grade, one 9th grade through college); one member to represent the visual arts; one member to represent the performing arts; one member to represent the musical arts; and two members to be at large. Members shall be a La Mesa resident, employed at a place of business in La Mesa with a direct relationship to the Arts and Culture Commission membership categories, OR serve in a volunteer capacity at a non-profit organization in La Mesa with a direct relationship to the arts and Culture Commission membership categories
First Appointed Number of Terms
Sherida Bonton (G) – incumbent 02/13/24 partial
Todd Pitman (G)
Daniel Stein(G)
Melissa Weiss Walter (VA) – incumbent 01/25/2022 partial Community Police Oversight Board: 2 positions –two-year terms One position will fill the vacancy for the Police Beat 3 representative (PB3) with term expiring December 31, 2025.
One position will fill the vacancy for the Police Beat 4 representative (PB4) with term expiring December 31, 2025.
The Commission shall consist of eleven members as follows: one representative from each of the four police beat eares of the City; one representative of a La Mesa faithbased community; one representative of the La Mesa business community; one adult employee or designee of Helix Charter High School; one adult employee or designee of the La Mesa-Spring Valley School District; one young adult between the ages of 18 to 30; one advocate for people experiencing homelessness, substance abuse, mental health or other social issues; and one senior aged 62 or older. All voting members of the CPOB shall be residents of the City of La Mesa
First Appointed Number of Terms
Denise Carlson (PB4)
Andy Trimlett (PB4)
Community Relations and Veterans Commission: 2 positions – four-year terms One position represents the disabled population (D) and one position represents the general population (G).
Members must be resident electors of the City of La Mesa and are subject to the Conflict of Interest Code. One appointee must meet one of the following criteria: 1) be an honorably discharged veteran of the United States armed forces; 2) be an active duty armed forces member serving in a civilian capacity; or 3) be a member of a Veterans Service Organization based within the La Mesa city limits which is federally chartered and/or recognized by the Department of Veterans Affairs for claim representation.
First Appointed Terms
Alan R. Gann (V)(D)(G) – incumbent 07/11/17 1+partial
Michael Gross (V) (G)
Victor E. Martin (V)(D)(G)
Community Services Commission: 2 positions – four-year terms Members must be resident electors of the City of La Mesa and are subject to the Conflict of Interest Code.
First Appointed Terms
Robert Duff
Amanda-Dawn Natalia
Parker Ross – incumbent 07/26/2022 partial
Design Review Board: 1 position – three-year term
Members shall be design professionals, which are defined as registered architect or landscape architect, building designer, urban designer or urban planner. Members are subject to the Conflict of Interest Code.
First Appointed Terms
Alison Morita – incumbent 02/13/2024 partial
Todd Pitman
Environmental Sustainability Commission: 3 positions – four-year terms One position represents the professional category (P) with experience related to environmental sustainability and two positions represent the general population (G).
Seven of the members shall be residents of the City of La Mesa and be comprised as follows: two members from the general populous; three members with professional experience related to environmental sustainability; one member representing the senior adult population (at time of appointment shall be not less than fifty-five years of age); and one member representing the youth population (at the time of appointment shall be not more than 21 years of age).
First Appointed Terms
Amanda-Dawn Natalia (G)
Jack Sellinger (P)(G)
Richard Williams (P)(G) – incumbent 07/09/2019 1
Historic Preservation Commission: 3 positions – four-year terms One position is recommended by the La Mesa Historical Society (HS) and one position represents the design professional category which includes licensed architects, landscape architects, city planners, urban designers, architectural historians, and individuals practicing structural or interior design (DP).
Two of the members shall be registered voters and licensed architects, landscape architects, city planners, urban designers, architectural historians, individuals practicing structural or interior design; two are current resident electors of the City of La Mesa; and three are registered voters and recommended by the La Mesa Historical Society.
Members are subject to the Conflict of Interest Code.
First Appointed Terms
Tony Garcia (DP)
Todd Pitman (HS)
La Mesa Community Parking Commission: 2 positions – four-year term One position represents the general population (G) and one position is a business representative, property owner, or resident residing in the CD/D Downtown Commercial Zone (CD)
Two members shall be at-large members and three members shall be business representatives, property owners, or residents residing in the CD/D Downtown Commercial Zone. Members are subject to the Conflict of Interest Code.
First Appointed Terms
Melissa McCune (CD)(G)
Mobility Commission: 2 positions – four-year terms
Members must be resident electors of the City of La Mesa and are subject to the Conflict of Interest Code.
First Appointed Terms
Personnel Appeals Board: 2 positions – three-year terms Members shall be resident electors of the City of La Mesa and are subject to the Conflict of Interest Code.
First Appointed Terms
Fabriane Hudson – incumbent 7/10/18 2
Amanda-Dawn Natalia
Hanna Weinstein
Planning Commission: 2 positions – four-year terms
Members must be resident electors of the City of La Mesa and are subject to the Conflict of Interest Code.
First Appointed Terms
Jerry Jones – incumbent 07/28/20 1
Andrew Torpey – incumbent 07/12/2016 2
APPLICATIONS ARE AVAILABLE FOR REVIEW IN THE CITY CLERK’S OFFICE
1 La Mesa City Council
Minutes of a Special Meeting
Date:
Location:
May 28, 2024, 5:30 p.m.
Council Chambers and City Manager's Conference Room
City Hall, 8130 Allison Avenue
La Mesa, California
Present: Mayor Mark Arapostathis
Vice Mayor Laura Lothian
Councilmember Patricia N. Dillard
Councilmember Colin Parent
Councilmember Jack Shu
Staff: City Manager Greg Humora
Assistant City Manager Amanda Lee
City Attorney Glenn Sabine
City Clerk Megan Wiegelman
_____________________________________________________________________
1. CALL TO ORDER
Mayor Arapostathis called the meeting to order at 5:32 p.m.
2. PUBLIC COMMENTS
There were no comments.
Mayor Arapostathis adjourned the meeting to Closed Session at 5:33 p.m.
3. CLOSED SESSION
3.1 CONFERENCE WITH LABOR NEGOTIATORS PURSUANT TO
GOVERNMENT CODE SECTION 54957.6
Agency Negotiator: Ms. Spaniol
Employee Organizations:
La Mesa Police Officers' Association
La Mesa Firefighters' Local #4759
2 La Mesa City Employees Association
Unrepresented Employees
The meeting reconvened at 5:45 p.m. with all members present.
4. REPORT FROM CLOSED SESSION - CITY ATTORNEY
City Attorney Sabine announced there were no reportable actions.
5. ADJOURNMENT
Mayor Arapostathis adjourned the meeting at 5:45 p.m.
_________________________
City Clerk
1 La Mesa City Council
Minutes of a Special Meeting
Date:
Location:
June 11, 2024, 5:30 p.m.
Council Chambers and City Manager's Conference Room
City Hall, 8130 Allison Avenue
La Mesa, California
Present: Mayor Mark Arapostathis
Vice Mayor Laura Lothian
Councilmember Patricia N. Dillard
Councilmember Colin Parent
Councilmember Jack Shu
Staff: City Manager Greg Humora
Assistant City Manager Amanda Lee
City Attorney Glenn Sabine
City Clerk Megan Wiegelman
_____________________________________________________________________
1. CALL TO ORDER
Mayor Arapostathis called the meeting to order at 5:30 p.m.
2. PUBLIC COMMENTS
There were no comments.
Mayor Arapostathis adjourned the meeting to Closed Session at 5:30 p.m.
3. CLOSED SESSION
3.1 CONFERENCE WITH LABOR NEGOTIATORS PURSUANT TO
GOVERNMENT CODE SECTION 54957.6
Agency Negotiator: Ms. Spaniol
Employee Organizations:
La Mesa Police Officers' Association
Heartland Firefighters of La Mesa Local #4759
2 La Mesa City Employees' Association
Unrepresented Employees
The meeting reconvened at 5:38 p.m. with all members present.
4. REPORT FROM CLOSED SESSION - CITY ATTORNEY
City Attorney Sabine announced there were no reportable actions.
5. ADJOURNMENT
Mayor Arapostathis adjourned the meeting at 5:38 p.m.
_________________________
City Clerk
1 La Mesa City Council
Minutes of a Regular Meeting
Date:
Location:
May 28, 2024, 6:00 pm
City Council Chambers, 8130 Allison Avenue
La Mesa, California
Present: Mayor Mark Arapostathis
Vice Mayor Laura Lothian
Councilmember Patricia N. Dillard
Councilmember Colin Parent
Councilmember Jack Shu
Staff: City Manager Greg Humora
Assistant City Manager Amanda Lee
City Attorney Glenn Sabine
City Clerk Megan Wiegelman
_____________________________________________________________________
1. CALL TO ORDER
The City Council minutes are prepared and ordered to correspond to the City Council Agenda. Agenda Items can be taken out of order during the meeting.
The Agenda Items were considered in the order presented, except for the School Safety Patrol Awards which were presented prior to the Certificate of Recognition to Anne Pacheco.
Mayor Arapostathis called the meeting to order at 6:00 p.m.
1.1 INVOCATION - COUNCILMEMBER PARENT
1.2 PLEDGE OF ALLEGIANCE
2. REPORT FROM CLOSED SESSION
City Attorney Sabine announced there were no reportable actions.
3. CITY MANAGER COMMENTS
There were no comments.
2 4. COMMUNITY BULLETIN REPORTS
The Mayor, Council and staff made announcements and reported on various events taking place in the City. No action was taken.
5. ADDITIONS AND/OR DELETIONS TO THE AGENDA
There were no additions or deletions to the agenda.
6. PRESENTATIONS
6.1 CERTIFICATE OF RECOGNITION PRESENTED TO ANNE PACHECO FOR HER RETIREMENT AFTER 30 YEARS OF SERVICE TO ST.
MARTIN OF TOURS ACADEMY
Councilmember Parent presented a Certificate of Recognition to Anne Pacheco for her retirement from St. Martin of Tours Academy after 30 years of service.
6.2 CERTIFICATE OF RECOGNITION PRESENTED TO JOHN SCHMITZ FOR HIS OVER 780 HOURS OF VOLUNTEER SERVICE TO THE LA
MESA LIBRARY AND SAN DIEGO COUNTY LIBRARY
Councilmember Shu presented a Certificate of Recognition to John Schmitz for his over 780 hours of volunteer service to the La Mesa Library and San Diego County Library.
6.3 PRESENTATION OF THE SCHOOL SAFETY PATROL AWARDS -
MAYOR ARAPOSTATHIS
Mayor Arapostathis, Chief Sweeney, and School Resource Officer Georgi presented the Safety Patrol Awards to:
Jevin Castaneda, La Mesa Dale Elementary School
Mikaeyla Matthews, La Mesa Dale Elementary School
Hashim Abdulaziz, La Mesa Dale Elementary School
Levarrais Evans-Powell, La Mesa Dale Elementary School
Hailey Clark, Murray Manor Elementary School
Ben Fuller, Murray Manor Elementary School
Jorge Rodriguez, Murray Manor Elementary School
Brooklyn Schmitz, Murray Manor Elementary School
Kenji Estrellado, Rolando Elementary School
3 Rylee Sorenson, Rolando Elementary School
Karis Reich, Maryland Avenue Elementary School
Alice Haller, Northmont Elementary School
Sterling Gonzalez, Northmont Elementary School
Ryan Sparks, Northmont Elementary School
Xavier Haywood, Northmont Elementary School
Greyson Pleas-Baker, Northmont Elementary School
Ashley Jerjiss, Northmont Elementary School
Scarlett Pease, Lemon Avenue Elementary School
6.4 PROCLAIMING JUNE 19TH AS JUNETEENTH NATIONAL
INDEPENDENCE DAY
Councilmember Dillard read the proclamation proclaiming June 19th as Juneteenth National Independence Day.
Truth spoke on the Emancipation Proclamation and freedom.
6.5 PROCLAIMING JUNE 2024 AS LGBTQ+ PRIDE MONTH
Councilmember Parent read the proclamation proclaiming June 2024 as LGBTQ+ Pride Month.
Lauren Cazares spoke in support of the proclamation proclaiming June 2024 as LGBTQ+ Pride Month.
Truth spoke on the Pride Flag.
Chris Thomas spoke on the transgender movement.
6.6 HOMELESS OUTREACH AND MOBILE ENGAGEMENT (HOME)
PROGRAM QUARTERLY REPORT (JANUARY 2024 - MARCH 2024)
Chief Sweeney provided a PowerPoint presentation on the HOME Program, highlighting the HOME team and first quarter statistics. This included calls for service, clients served, and the number of individuals permanently and temporarily housed. Additionally, he presented statistics for the entire length of the program, including HOME rides and the number of people permanently and temporarily housed.
Clinical Homeless Outreach Specialist Smiley shared a client success story.
4 Truth spoke on the HOME Program.
Following Council questions and comments, no action was taken.
6.7 POLICE CHIEF'S QUARTERLY OPERATIONS REPORT
Chief Sweeney presented the crime statistics for the quarter ending March 31, 2024, explained the statistics in the various crime categories and highlighted recently solved cases. Chief Sweeney briefly discussed the Department’s proactive operations and strategic enforcement to help reduce crime and also reviewed various community outreach activities that took place. Chief Sweeney provided an update on the Police Department's staffing vacancies.
Following Council questions and comments, no action was taken.
6.8 PRESENTATION OF THE POLICE DEPARTMENT STAFFING STUDY Chief Sweeney provided opening comments and introduced Gary Elliot, Thomas Woodward, and Ralph Brown from Citygate, who provided a PowerPoint presentation on the staffing and resource analysis of the police department. They highlighted the Citygate project team, recommendations for patrol services, investigations, records and communications, training and administration, and the proposed organizational changes to the operations division and services division.
Chief Sweeney reviewed the positions proposed in the mid-biennium budget.
Lauren Cazares spoke in support of the staffing and resource analysis conducted by Citygate and on the relationship the La Mesa Police Department has with the community.
Following Council questions and comments, no action was taken.
6.9 PERMIT AND DEVELOPMENT QUARTERLY REPORT
Director of Community Development Santos and Management Analyst Flores provided a PowerPoint presentation on the permit and development data for the first quarter of 2024. They highlighted the update to the Community Development webpage, the interactive development GIS map, and the MaintStar permitting portal. The presentation also covered the number and type of building permit applications, the number and type of issued building permits, the processing time for ADU and residential rooftop solar permits, and staff's commitment to continuous improvements.
5 Following Council questions and comments, no action was taken.
7. PUBLIC COMMENTS – (TOTAL TIME – 15 MINUTES)
Janet Castanos spoke on Mayor and Council actions.
Mary Davis spoke on lithium battery storage facilities.
Sylvia McNally spoke regarding a neighbor constructing a nonconforming accessory dwelling unit in their backyard.
Truth spoke on electric vehicles and lithium batteries.
8. CONFLICT DISCLOSURES
There were no conflict of interest disclosures.
9. PUBLIC COMMENTS ON CONSENT CALENDAR
Truth spoke on Items 10.1, 10.3, 10.4, 10.7, and 10.9.
10. CONSENT CALENDAR
(Items 10.1 through 10.9)
*If a public hearing item is part of the Consent Calendar, the public hearing shall be deemed held if the item is not removed from the Consent Calendar for discussion and possible action (Item 10.9).
Moved By Mayor Arapostathis
Seconded By Councilmember Dillard
Approve Consent Calendar Items 10.1 through 10.9.
For (5): Mayor Arapostathis, Vice Mayor Lothian, Councilmember Dillard, Councilmember Parent, and Councilmember Shu
Approved (5 to 0)
10.1 APPROVAL OF MOTION TO WAIVE THE READING OF THE TEXT OF
ALL ORDINANCES AND RESOLUTIONS AT THIS MEETING
Approve.
10.2 APPROVAL OF THE MINUTES FOR THE CITY COUNCIL SPECIAL MEETINGS HELD TUESDAY, APRIL 23, 2024
Approve.
6 10.3 APPROVAL OF THE MINUTES FOR THE CITY COUNCIL REGULAR MEETINGS HELD TUESDAY, APRIL 23, 2024 AND TUESDAY, MAY 14, 2024
Approve.
10.4 APPROVAL FOR COUNCILMEMBER PARENT AND
COUNCILMEMBER DILLARD TO ATTEND THE SAN DIEGO
REGIONAL CHAMBER OF COMMERCE 2024 LEADERSHIP
DELEGATION TO SACRAMENTO IN SACRAMENTO, CALIFORNIA,
FROM JUNE 17, 2024 THROUGH JUNE 18, 2024
Approve.
10.5 RESOLUTION TO AMEND THE AGREEMENT WITH INTERWEST
CONSULTING GROUP FOR PROFESSIONAL CONSULTANT
SERVICES TO SUPPORT THE BUILDING DIVISION
Resolution No. 2024-053
Adopt Resolution.
10.6 RESOLUTION TO AMEND THE AGREEMENT WITH RICK FOR ASNEEDED STAFF AUGMENTATION TO SUPPORT THE COMMUNITY
DEVELOPMENT DEPARTMENT
Resolution No. 2024-054
Adopt Resolution.
10.7 RATIFICATION OF DESIGN REVIEW FOR PROJECT 2023-2105 (DI MARZO)
CONSIDERATION FOR A NEW TWO UNIT BUILDING (DUPLEX) ON A
LOT WITH AN EXISTING SINGLE-FAMILY RESIDENTIAL UNIT
LOCATED AT 4476 PALM AVENUE (APN 494-621-19-00) IN THE R3 (MULTIPLE UNIT RESIDENTIAL) ZONE AND IN THE DOWNTOWN
VILLAGE SPECIFIC PLAN AREA
Approve.
10.8 RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER NO. 4 TO SELECT ELECTRIC, INC. FOR BID 23-01, EL CAJON BOULEVARD
AND JESSIE AVENUE SAFETY IMPROVEMENTS
Resolution No. 2024-055
Adopt Resolution.
7 10.9 *RESOLUTION ADOPTING THE TRANSNET LOCAL STREET
IMPROVEMENT PROGRAM FOR FISCAL YEARS 2025 THROUGH
2029
Resolution No. 2024-056
Adopt Resolution.
11. COUNCIL COMMITTEE REPORTS (3 MINUTE LIMIT)
The Mayor and Council reported on various outside boards, commissions and committee meetings they attended. No action was taken.
12. AB 1234 REPORTS (GC 53232.3 (d))
There were no reports.
13. CITY ATTORNEY REMARKS
There were no remarks.
14. ADJOURNMENT
At 8:04 p.m., Mayor Arapostathis adjourned the meeting in honor and memory of Bill Walton, a former La Mesa resident, Helix High and UCLA alum, NBA Hall of Famer, and sportscaster. Bill Walton was known for his contributions to the community and his dedication to making it a better place for everyone. _________________________
City Clerk
1 La Mesa City Council
Minutes of a Regular Meeting
Date:
Location:
June 25, 2024, 6:00 pm
City Council Chambers, 8130 Allison Avenue
La Mesa, California
Present: Vice Mayor Laura Lothian
Councilmember Patricia N. Dillard
Councilmember Colin Parent
Councilmember Jack Shu
Absent: Mayor Mark Arapostathis
Staff: City Manager Greg Humora
Assistant City Manager Amanda Lee
City Attorney Glenn Sabine
City Clerk Megan Wiegelman
_____________________________________________________________________
1. CALL TO ORDER
The City Council minutes are prepared and ordered to correspond to the City Council Agenda. Agenda Items can be taken out of order during the meeting.
The Agenda Items were considered in the order presented.
Vice Mayor Lothian called the meeting to order at 6:02 p.m.
1.1 INVOCATION - COUNCILMEMBER SHU
1.2 PLEDGE OF ALLEGIANCE
2. CITY MANAGER COMMENTS
City Manager Humora announced that the Council was considering placing a measure on the November 5, 2024, ballot to renew Proposition L and that a mailer had gone out to the community soliciting input.
3. COMMUNITY BULLETIN REPORTS
2 The Mayor, Council and staff made announcements and reported on various events taking place in the City. No action was taken.
4. ADDITIONS AND/OR DELETIONS TO THE AGENDA
There were no additions or deletions to the agenda.
5. PRESENTATIONS
5.1 CERTIFICATE OF RECOGNITION PRESENTED TO DR. PAUL
GOTHOLD FOR HIS RETIREMENT FROM THE SAN DIEGO COUNTY
OFFICE OF EDUCATION AFTER 32 YEARS OF SERVICE
Vice Mayor Lothian presented a Certificate of Recognition to Dr. LaShae Sharp-Collins on behalf of Dr. Paul Gothold, recognizing his retirement from the San Diego County Office of Education after 32 years of service.
Dr. LaShae Sharp-Collins read a statement from Dr. Paul Gothold thanking the City Council for the recognition.
Joann Fields expressed gratitude for Dr. Paul Gothold's efforts in raising awareness about the Asian Pacific Islander community.
5.2 PROCLAIMING MAY 2024 AS ASIAN AMERICAN, NATIVE HAWAIIAN,
AND PACIFIC ISLANDER HERITAGE MONTH
Vice Mayor Lothian presented the proclamation proclaiming May 2024 as Asian American, Native Hawaiian, and Pacific Islander Heritage Month to Moana Alo, President of the Hawaiian Civic Club of San Diego.
Moana Alo thanked the City Council for recognizing the Asian American, Native Hawaiian, and Pacific Islander community.
Joann Fields thanked the City Council for recognizing the Asian American, Native Hawaiian, and Pacific Islander community.
Councilmember Shu highlighted the contributions of Filipino nurses during the COVID-19 pandemic and expressed gratitude for their service.
6. PUBLIC COMMENTS – (TOTAL TIME – 15 MINUTES)
Wendy Mihalic submitted a comment regarding battery storage facilities.
Mairs Ryan submitted a comment regarding remote public comment.
Dianne Osterling submitted a comment regarding remote public comment and a proposed battery storage facility in La Mesa.
Barbie Wheeler expressed her concerns about a house on Bellflower Drive.
3 Joann Fields announced the Filipino American Friendship Day event would take place on July 13, 2024, from 11:00 a.m. to 6:00 p.m. at the Naval Training Center Park in Liberty Station.
7. CONFLICT DISCLOSURES
There were no conflict of interest disclosures.
8. PUBLIC COMMENTS ON CONSENT CALENDAR
There were no comments.
9. CONSENT CALENDAR
(Items 9.1 through 9.12)
*If a public hearing item is part of the Consent Calendar, the public hearing shall be deemed held if the item is not removed from the Consent Calendar for discussion and possible action (Item 9.3).
Moved By Vice Mayor Lothian
Seconded By Councilmember Dillard
Approve Consent Calendar Items 9.1 through 9.12.
For (4): Vice Mayor Lothian, Councilmember Dillard, Councilmember Parent, and Councilmember Shu
Absent (1): Mayor Arapostathis
Approved (4 to 0)
9.1 APPROVAL OF MOTION TO WAIVE THE READING OF THE TEXT OF
ALL ORDINANCES AND RESOLUTIONS AT THIS MEETING
Approve.
9.2 STAFFING UPDATES FROM CITY MANAGER'S OFFICE
Receive and file.
9.3 RESOLUTION ADOPTING A LIST OF PROJECTS FOR FISCAL YEAR 2024-2025 FUNDED BY SB 1: THE ROAD REPAIR AND
ACCOUNTABILITY ACT OF 2017
Resolution No. 2024-069
Adopt Resolution.
4 9.4 *RESOLUTION CONFIRMING THE SEWER SERVICE CHARGES FOR FISCAL YEAR 2025
RESOLUTION CONFIRMING THE REPORT WITH THE FINAL
DETERMINATION OF SEWER SERVICE CHARGES FOR FISCAL
YEAR 2025 TO BE COLLECTED ON THE COUNTY PROPERTY TAX
ROLL AND DIRECTING THE CITY CLERK TO FORWARD A
CERTIFIED COPY OF THE RESOLUTION, TOGETHER WITH A COPY
OF THE REPORT TO THE OFFICE OF THE SAN DIEGO COUNTY
AUDITOR
Resolution No. 2024-070
Adopt Resolution.
9.5 RESOLUTION AMENDING SECTION 12.44.130 OF THE LA MESA
MUNICIPAL CODE INSTALLING A DISABLED PERSONS PARKING
SPACE AT 8115 PASADENA AVENUE
Resolution No. 2024-071
Adopt Resolution.
9.6 RESOLUTION AWARDING A TASK ORDER TO ARDURRA GROUP,
INC. TO PROVIDE CONSTRUCTION MANAGEMENT AND
INSPECTION SERVICES FOR THE INFLOW AND INFILTRATION
MITIGATION PHASE 6 SEWER PROJECT
Resolution No. 2024-072
Adopt Resolution.
9.7 RESOLUTION AWARDING CONTRACT FOR STREET SWEEPING
SERVICES WITH SWEEPING CORPORATION OF AMERICA
Resolution No. 2024-073
Adopt Resolution.
9.8 RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER NO. 1
FOR THE 2023 ANNUAL SLURRY PROJECT, BID 24-10, TO
AMERICAN ASPHALT SOUTH, INC.
Resolution No. 2024-074
Adopt Resolution.
5 9.9 RESOLUTION APPROVING THE 2024-2027 MEMORANDUM OF
UNDERSTANDING BETWEEN THE CITY OF LA MESA AND THE LA
MESA POLICE OFFICERS' ASSOCIATION AND CORRESPONDING
CLASSIFICATION AND SALARY SCHEDULE
RESOLUTION APPROVING THE 2024-2027 MEMORANDUM OF
UNDERSTANDING BETWEEN THE CITY OF LA MESA AND THE LA
MESA POLICE OFFICERS' ASSOCIATION AND AMENDING THE CITY OF LA MESA COMPENSATION PLANS FOR FISCAL YEARS 2024-25, 2025-26, AND 2026-27 FOR CLASSIFICATIONS IN THE LA MESA
POLICE OFFICERS' ASSOCIATION, INCLUDING SALARY
RANGES/BANDS AND PAY STEPS
Resolution No. 2024-075
Adopt Resolution.
9.10 RESOLUTIONS APPROVING COMPENSATION PLANS FOR FISCAL YEAR 2024-25 AND POLICE MANAGEMENT SALARY ADJUSTMENTS
Adopt Resolutions.
a. RESOLUTION APPROVING THE FISCAL YEAR 2024-25
COMPENSATION PLAN, LISTING CLASSIFICATION
RANGES/BANDS AND PAY STEPS
Resolution No. 2024-076
Adopt Resolution.
b. RESOLUTION APPROVING THE SALARY ADJUSTMENTS FOR
POLICE MANAGEMENT (SWORN) EMPLOYEES FOR FISCAL
YEAR 2024-25, 2025-26, AND 2026-27
Resolution No. 2024-077
Adopt Resolution.
9.11 RESOLUTION AWARDING A TASK ORDER FOR SCHMIDT DESIGN GROUP, INC. TO PREPARE CONSTRUCTION DOCUMENTS FOR THE
PARK AT WAITE DRIVE
Resolution No. 2024-078
Adopt Resolution.
9.12 RESOLUTION TO APPROVE AN AGREEMENT EXTENDING THE
CALIFORNIA IDENTIFICATION SYSTEM/REMOTE ACCESS
6 NETWORK (CAL-ID/RAN) SYSTEM PARTICIPATING AGENCY
AGREEMENT BETWEEN THE CITY OF LA MESA AND THE COUNTY
OF SAN DIEGO UNTIL JUNE 30, 2029
Resolution No. 2024-079
Adopt Resolution.
10. ORDINANCE: SECOND READING
10.1 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LA MESA ADDING A NEW SECTION 12.64.025 TO THE LA MESA MUNICIPAL
CODE TO DESIGNATE A SAFETY CORRIDOR PURSUANT TO
ASSEMBLY BILL 43
City Attorney Sabine read the title of the Ordinance.
Ordinance No. 2024-2908
Moved By Vice Mayor Lothian
Seconded By Councilmember Dillard
Approve the second reading and adoption of the Ordinance adding a new section 12.64.025 to the La Mesa Municipal Code to designate a safety corridor pursuant to Assembly Bill 43 (AB 43) and designating Lemon Avenue from Garfield Street to Bancroft Drive as an AB 43 Safety Corridor.
For (4): Vice Mayor Lothian, Councilmember Dillard, Councilmember Parent, and Councilmember Shu
Absent (1): Mayor Arapostathis
Approved (4 to 0)
11. COUNCIL COMMITTEE REPORTS (3 MINUTE LIMIT)
The Mayor and Council reported on various outside boards, commissions and committee meetings they attended. No action was taken.
12. AB 1234 REPORTS (GC 53232.3 (d))
Councilmember Parent and Councilmember Dillard reported on their trip to Sacramento from June 17, 2024, to June 18, 2024, for the San Diego Regional Chamber of Commerce 2024 Leadership Delegation.
13. CITY ATTORNEY REMARKS
7 There were no remarks.
14. ADJOURNMENT
Vice Mayor Lothian adjourned the meeting at 6:35 p.m.
_________________________
City Clerk
1 La Mesa City Council, La Mesa Public Financing Authority, and City of La Mesa Successor Agency
Meeting Minutes
Date:
Location:
June 11, 2024, 6:00 p.m.
City Council Chambers, 8130 Allison Avenue
La Mesa, California
Present: Mayor Mark Arapostathis
Vice Mayor Laura Lothian
Councilmember Patricia N. Dillard
Councilmember Colin Parent
Councilmember Jack Shu
Staff: City Manager Greg Humora
Assistant City Manager Amanda Lee
City Attorney Glenn Sabine
City Clerk Megan Wiegelman
_____________________________________________________________________
1. CALL TO ORDER
The City Council minutes are prepared and ordered to correspond to the City Council Agenda. Agenda Items can be taken out of order during the meeting.
The Agenda Items were considered in the order presented.
Mayor Arapostathis called the meeting to order at 6:00 p.m.
1.1 INVOCATION - COUNCILMEMBER SHU
1.2 PLEDGE OF ALLEGIANCE
2. REPORT FROM CLOSED SESSION
City Attorney Sabine announced there were no reportable actions.
3. CITY MANAGER COMMENTS
2 City Manager Humora announced that the Climate Action Campaign ranked La Mesa's Climate Action Plan (CAP) implementation as number one in San Diego County.
4. COMMUNITY BULLETIN REPORTS
The Mayor, Council and staff made announcements and reported on various events taking place in the City. No action was taken.
5. ADDITIONS AND/OR DELETIONS TO THE AGENDA
There were no additions or deletions to the agenda.
6. PRESENTATION
6.1 PRESENTATION ON PUBLIC WORKS STREET MAINTENANCE
ZONES
Director of Public Works Throne provided a PowerPoint presentation on the Public Works Maintenance Zones, highlighting the work sequence and coordination for the seven zones, preventative maintenance, the 2024 slurry sealing effort and resurfacing effort, and the various ways to contact Public Works.
Council questions and comments ensued.
7. PUBLIC COMMENTS – (TOTAL TIME – 15 MINUTES)
Wendy Mihalic submitted a comment regarding remote public comment.
Donna Munden-Bair spoke on the proposed lithium battery storage facility on El Paso Street.
Mairs Ryan spoke on remote public comment.
Danielle Thomassen spoke on excessive vehicle parking on Normandie Place.
Teresa Hoffman spoke on the proposed lithium battery storage facility on El Paso Street.
Leroy Johnson spoke on the 3rd Annual La Mesa Juneteenth and Friends Celebration event scheduled for Sunday, June 16, 2024, at MacArthur Park from 12:00 p.m. to 4:00 p.m.
Dianne Osterling spoke on short term rentals, labor policies, remote public comment, and comments made by Councilmember Parent.
Brenda Hammond spoke on the Fire Department's pancake breakfast and changing history.
3 8. CONFLICT DISCLOSURES
There were no conflict of interest disclosures.
9. PUBLIC COMMENTS ON CONSENT CALENDAR
Wendy Mihalic submitted a comment on Item 10.5.
10. CONSENT CALENDAR
(Items 10.1 through 10.10)
Vice Mayor Lothian requested Item 10.5 be pulled for separate consideration.
Moved by Mayor Arapostathis
Seconded by Councilmember Parent
Approve Consent Calendar Items 10.1 through 10.10, except for Item 10.5.
Yes (5): Mayor Arapostathis, Vice Mayor Lothian, Councilmember Dillard, Councilmember Parent, and Councilmember Shu
Approved (5 to 0)
10.1 APPROVAL OF MOTION TO WAIVE THE READING OF THE TEXT OF
ALL ORDINANCES AND RESOLUTIONS AT THIS MEETING
Approve.
10.2 RESOLUTIONS APPROVING SIDE LETTER AGREEMENTS TO THE HEARTLAND FIREFIGHTERS OF LA MESA LOCAL #4759 AND LA
MESA CITY EMPLOYEES' ASSOCIATION MEMORANDUM OF
UNDERSTANDINGS AND UNREPRESENTED EMPLOYEES BENEFIT
PLANS
Adopt Resolutions.
a. RESOLUTION APPROVING A SIDE LETTER TO AMEND THE
2022-2025 MEMORANDUM OF UNDERSTANDING BETWEEN
THE CITY OF LA MESA AND THE LA MESA CITY EMPLOYEES'
ASSOCIATION
RESOLUTION APPROVING A SIDE LETTER TO AMEND
SECTION 1.12.01 HOLIDAY CLOSURE FOR THE UPCOMING
2024 HOLIDAY; SECTION 1.18.01 CAFETERIA PLAN; AND THE
ADDITION OF SECTION 1.19.01 DEFERRED COMPENSATION
TO THE 2022-2025 MEMORANDUM OF UNDERSTANDING
4 BETWEEN THE CITY OF LA MESA AND THE LA MESA CITY
EMPLOYEES' ASSOCIATION
Resolution No. 2024-057
Adopt Resolution.
b. RESOLUTION APPROVING A SIDE LETTER TO AMEND THE
2023-2026 MEMORANDUM OF UNDERSTANDING BETWEEN
THE CITY OF LA MESA AND THE HEARTLAND FIREFIGHTERS
OF LA MESA LOCAL #4759
RESOLUTION APPROVING A SIDE LETTER TO AMEND
SECTION 1.18.01 CAFETERIA PLAN AND THE ADDITION OF
SECTION 1.19.03 DEFERRED COMPENSATION TO THE 2023-
2026 MEMORANDUM OF UNDERSTANDING BETWEEN THE
CITY OF LA MESA AND THE HEARTLAND FIREFIGHTERS OF
LA MESA LOCAL #4759
Resolution No. 2024-058
Adopt Resolution.
10.3 RESOLUTION AUTHORIZING A PROFESSIONAL SERVICES
AGREEMENT WITH MAINTSTAR, INC. FOR PERMITTING SOFTWARE
HOSTING, LICENSING, UPGRADES, AND MAINTENANCE
Resolution No. 2024-059
Adopt Resolution.
10.4 RESOLUTION AUTHORIZING A TWO-YEAR PROFESSIONAL
SERVICES AGREEMENT BETWEEN CITY OF LA MESA AND HDL
COMPANIES FOR CANNABIS ON-SITE MONITORING AND
COMPLIANCE SERVICES
Resolution No. 2024-060
Adopt Resolution.
10.6 RESOLUTION AWARDING FIRST RENEWAL OPTION OF ANNUAL
CONTRACT FOR STREET LIGHT MAINTENANCE AND EMERGENCY
REPAIRS TO SOUTHWEST SIGNAL SERVICE, INC.
Resolution No. 2024-061
Adopt Resolution.
5 10.7 RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER NO. 4 FOR THE COLLIER PARK RENOVATION PROJECT, PHASE 2, BID 23- 05, TO DE LA FUENTE CONSTRUCTION, INC.
Resolution No. 2024-062
Adopt Resolution.
10.8 APPROVAL TO CONTINUE MAINTAINING THE AUTOMATIC
PEDESTRIAN RECALL FUNCTION AT FIVE HIGH PEDESTRIANTRAFFIC SIGNALIZED INTERSECTIONS Approve.
10.9 RESOLUTIONS AUTHORIZING THE FILING OF TWO GRANT
APPLICATIONS FOR THE ACTIVE TRANSPORTATION PROGRAM
Adopt Resolutions.
a. RESOLUTION AUTHORIZING THE FILING OF A GRANT
APPLICATION FOR THE ACTIVE TRANSPORTATION
PROGRAM, FOR THE LEMON AVENUE AND JACKSON DRIVE
ACTIVE TRANSPORTATION IMPROVEMENTS PROJECT, AND
IF AWARDED, ACCEPTING AND APPROPRIATING FUNDS FOR
THE PROJECT
Resolution No. 2024-063
Adopt Resolution.
b. RESOLUTION AUTHORIZING THE FILING OF A GRANT
APPLICATION FOR THE ACTIVE TRANSPORTATION
PROGRAM, FOR THE LA MESA BOULEVARD COMPLETE
STREETS DESIGN PROJECT, AND IF AWARDED, ACCEPTING
AND APPROPRIATING FUNDS FOR THE PROJECT
Resolution No. 2024-064
Adopt Resolution.
10.10 RESOLUTION ACCEPTING BID AND AWARDING CONTRACT FOR
TRAFFIC SIGNAL MAINTENANCE, EMERGENCY REPAIRS, AND
RELATED CONSTRUCTION SERVICES TO SOUTHWEST SIGNAL
SERVICE INC.
Resolution No. 2024-065
Adopt Resolution.
6 10.5 RESOLUTION TO AWARD THE PURCHASE OF A 2024 FORD F150
LIGHTNING TO SEDANO FORD
Vice Mayor Lothian spoke on the City's CAP, the top concerns of the City's residents, the amount the City spends on the CAP, the reliability of the Ford F150 Lightning, and the impact of EVs on the environment.
Council questions and comments ensued.
Resolution No. 2024-066
Moved by Councilmember Parent
Seconded by Councilmember Shu
Adopt Resolution.
Yes (4): Mayor Arapostathis, Councilmember Dillard, Councilmember Parent, and Councilmember Shu
No (1): Vice Mayor Lothian
Approved (4 to 1)
11. ORDINANCE: FIRST READING
11.1 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LA MESA ADDING A NEW SECTION 12.64.025 TO THE LA MESA MUNICIPAL
CODE TO DESIGNATE A SAFETY CORRIDOR PURSUANT TO
ASSEMBLY BILL 43
City Attorney Sabine read the title of the Ordinance.
Director of Public Works Throne provided an overview of the purpose of the Ordinance, Assembly Bill 43 (AB 43), safety corridor designation, and the proposed Lemon Avenue safety corridor.
Council questions and comments ensued.
Moved by Mayor Arapostathis
Seconded by Councilmember Shu
Approve the introduction and first reading of the Ordinance adding a new Section 12.64.025 to the La Mesa Municipal Code to designate a safety corridor pursuant to Assembly Bill 43 (AB 43) and designating Lemon Avenue from Garfield Street to Bancroft Drive as an AB 43 Safety Corridor.
7 Yes (5): Mayor Arapostathis, Vice Mayor Lothian, Councilmember Dillard, Councilmember Parent, and Councilmember Shu
Approved (5 to 0)
12. STAFF REPORT - CITY COUNCIL - PUBLIC FINANCING AUTHORITY -
SUCCESSOR AGENCY
12.1 2024-2025 MID-BIENNIUM BUDGET UPDATE
Director of Finance Royales provided a PowerPoint presentation on the 2023-2025 Biennial Budget process and the amended budget for Fiscal Year 2024-2025. Director of Finance Royales highlighted the changes to the General Fund revenue, expenditures, and reserves, and reviewed the positions proposed to be added to the 2024-2025 Mid-Biennium Budget.
Council questions and comments ensued.
Moved by Councilmember Shu
Seconded by Mayor Arapostathis
Adopt Resolutions.
Yes (5): Mayor Arapostathis, Vice Mayor Lothian, Councilmember Dillard, Councilmember Parent, and Councilmember Shu
Approved (5 to 0)
a. RESOLUTION ADOPTING AN AMENDED BUDGET FOR FISCAL
YEAR 2024-2025
Resolution No. 2024-067
Adopt Resolution.
b. RESOLUTION ADOPTING (1) THE APPROPRIATIONS LIMIT
FOR FISCAL YEAR ENDING JUNE 30, 2024, AND (2) THE
ANNUAL ADJUSTMENT FACTORS USED TO CALCULATE THE
APPROPRIATIONS LIMIT
Resolution No. 2024-068
Adopt Resolution pursuant to Propositions 4 and 111, establishing the Appropriations Limit for Fiscal Year 2023-2024 and selecting the growth in the new Non-Residential Construction in the City of La Mesa, and the population growth in the City of La Mesa as the
8 annual adjustment factors used to compute the Appropriations Limit.
13. COUNCIL COMMITTEE REPORTS (3 MINUTE LIMIT)
The Mayor and Council reported on various outside boards, commissions and committee meetings they attended. No action was taken.
14. AB 1234 REPORTS (GC 53232.3 (d))
There were no reports.
15. CITY ATTORNEY REMARKS
There were no remarks.
16. ADJOURNMENT
Mayor Arapostathis adjourned the meeting at 7:09 p.m.
_________________________
City Clerk
DATE: July 9, 2024
TO: Mayor and Members of the City Council
FROM: Megan Wiegelman, CMC, City Clerk
VIA: Greg Humora, City Manager
SUBJECT: ADOPTION OF RESOLUTIONS PERTAINING TO THE GENERAL MUNICIPAL ELECTION TO BE HELD ON NOVEMBER 5, 2024
Adoption of the attached resolutions is required by law in order to call and give notice of the General Municipal Election to be held November 5, 2024, request the consolidation of the City’s election with the statewide General Election and the County Registrar of Voters to perform specified services in relation to the election, and adopt regulations pertaining to candidate statements.
Staff recommends the Council adopt the attached resolutions.
RESOLUTION NO. 2024-___
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA MESA,
CALIFORNIA, CALLING FOR THE HOLDING OF A GENERAL MUNICIPAL ELECTION TO BE HELD ON TUESDAY, NOVEMBER 5, 2024, FOR THE
ELECTION OF CERTAIN OFFICERS AS REQUIRED BY THE PROVISIONS OF
THE LAWS OF THE STATE OF CALIFORNIA RELATING TO GENERAL LAW CITIES
WHEREAS, under the provisions of the laws relating to general law cities in the State of California, a General Municipal Election shall be held on November 5, 2024, for the election of Municipal Officers.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LA MESA, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE AND ORDER AS FOLLOWS:
SECTION 1. That pursuant to the requirements of the laws of the State of California relating to General Law Cities, there is called and ordered to be held in the City of La Mesa, California on Tuesday, November 5, 2024, a General Municipal Election for the purpose of electing two (2) Members of the City Council for a full four-year term of office.
SECTION 2. That the ballots to be used at the election shall be in form and content as required by law.
SECTION 3. That the City Clerk is authorized, instructed and directed to coordinate with the County of San Diego Registrar of Voters to procure and furnish any and all official ballots, notices, printed matter and all supplies, equipment and paraphernalia that may be necessary in order to properly and lawfully conduct the election.
SECTION 4. That the vote centers for the election shall be open at seven o'clock a.m. of the day of the election and shall remain open continuously from that time until eight o'clock p.m. of the same day when the vote centers shall be closed, pursuant to Election Code Section 10242, except as provided in Section 14401 of the Elections Code of the State of California.
SECTION 5. That in all particulars not recited in this Resolution, the election shall be held and conducted as provided by law for holding municipal elections.
SECTION 6. That notice of the time and place of holding the election is given and the City Clerk is authorized, instructed and directed to give further or additional notice of the election, in time, form and manner as required by law.
SECTION 7. That in the event of a tie vote if any two or more persons receive an equal and the highest number of votes for an office as certified by the County of San Diego Registrar of Voters, the City Council, in accordance with Election Code Section 15651(a), shall set a date and time and place and summon the candidates who have received the tie votes to appear and will determine the tie by lot.
SECTION 8. The City Council authorizes the City Clerk to administer said election and all reasonable and actual election expenses shall be paid by the City upon presentation of a properly submitted bill.
SECTION 9. That the City Clerk shall certify to the passage and adoption of this Resolution.
PASSED AND ADOPTED at a Regular meeting of the City Council of the City of La Mesa, California, held the 9th day of July 2024, by the following vote, to wit:
AYES:
NOES:
ABSENT:
CERTIFICATE OF CITY CLERK
I, MEGAN WIEGELMAN, City Clerk of the City of La Mesa, California, do hereby certify the foregoing to be a true and exact copy of Resolution No. 2024- , duly passed and adopted by the City Council of said City on the date and by the vote therein recited.
MEGAN WIEGELMAN, CMC, City Clerk
(SEAL OF CITY)
RESOLUTION NO. 2024-____
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA MESA,
CALIFORNIA, REQUESTING THE BOARD OF SUPERVISORS OF THE
COUNTY OF SAN DIEGO TO CONSOLIDATE A GENERAL MUNICIPAL
ELECTION TO BE HELD ON NOVEMBER 5, 2024, WITH THE STATEWIDE GENERAL ELECTION TO BE HELD ON THE DATE PURSUANT TO § 10403
OF THE ELECTIONS CODE
WHEREAS, the City Council of the City of La Mesa called a General Municipal election to be held on November 5, 2024, for the purpose of the election of two (2) Members of the City Council;
WHEREAS, it is desirable that the General Municipal election be consolidated with the Statewide General election to be held on Tuesday, November 5, 2024, and that within the City the precincts, vote centers and election officers of the two elections be the same, and that the Registrar of Voters of the County of San Diego canvass the returns of the General Municipal Election and that the election be held in all respects as if there were only one election; and WHEREAS, Section 439.1 of the Administrative Code of the County of San Diego authorizes the Registrar of Voters of the County of San Diego to render specified services relating to the conduct of an election to any city or district which has by resolution requested the Board of Supervisors to permit the Registrar to render the services, subject to requirements set forth in that section.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LA MESA DOES RESOLVE, DECLARE, DETERMINE AND ORDER AS FOLLOWS:
SECTION 1. That pursuant to the requirements of § 10403 of the Elections Code, the Board of Supervisors of the County of San Diego is hereby requested to consent and agree to the consolidation of a General Municipal election with the Statewide General election on Tuesday, November 5, 2024, for the purpose of the election of two (2) Members of the City Council.
SECTION 2. That the Registrar of Voters of the County of San Diego is authorized to canvass the returns of the General Municipal Election. The election shall be held in all respects as if there were only one election, and only one form of ballot shall be used. The election will be held and conducted in accordance with the provisions of law regulating the statewide election.
SECTION 3. That the Board of Supervisors is requested to issue instructions to the Registrar of Voters of the County of San Diego to take any and all steps necessary for the holding of the consolidated election.
SECTION 4. That the City of La Mesa recognizes that additional costs will be incurred by the County by reason of this consolidation and agrees to reimburse the County for any costs upon presentation of a bill therefore, and the City of La Mesa agrees to indemnify and hold harmless the County, its officers, agents and employees from expense of liability, including reasonable attorney’s fees, as the result of an election contest arising after conduct of the election, so long as the basis for any such claim arises from the conduct of the City or as a result of the reasonable reliance by County upon information provided by City.
SECTION 5. That the City Clerk is hereby directed to file a certified copy of this resolution with the Board of Supervisors and the Registrar of Voters of the County of San Diego SECTION 6. That the City Clerk shall certify to the passage and adoption of this Resolution.
PASSED AND ADOPTED at a Regular meeting of the City Council of the City of La Mesa, California, held the 9
th day of July 2024, by the following vote, to wit:
AYES:
NOES:
ABSENT:
CERTIFICATE OF CITY CLERK
I, MEGAN WIEGELMAN, City Clerk of the City of La Mesa, California, do hereby certify the foregoing to be a true and exact copy of Resolution No. 2024- , duly passed and adopted by the City Council of said City on the date and by the vote therein recited.
MEGAN WIEGELMAN, CMC, City Clerk
(SEAL OF CITY)
RESOLUTION NO. 2024-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA MESA,
CALIFORNIA, ADOPTING REGULATIONS FOR CANDIDATES FOR ELECTIVE OFFICE PERTAINING TO CANDIDATES’ STATEMENTS SUBMITTED TO THE VOTERS AT AN ELECTION TO BE HELD ON TUESDAY, NOVEMBER 5, 2024 ________________________________________________________________ WHEREAS, § 13307 of the Elections Code of the State of California provides that the governing body of any local agency adopt regulations pertaining to materials prepared by any candidate for a municipal election, including costs of the candidates statement.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LA MESA, CALIFORNIA, DOES HEREBY RESOLVE, DECLARE, DETERMINE AND ORDER AS FOLLOWS:
SECTION 1. GENERAL PROVISIONS. Pursuant to § 13307 of the Elections Code of the State of California, each candidate for elective office to be voted for at an election to be held in the City of La Mesa on November 5, 2024, may prepare a candidate’s statement on an appropriate form provided by the City Clerk. The statement may include the name, age and occupation of the candidate and a brief description of no more than 200 words of the candidate's education and qualifications expressed by the candidate himself or herself. The statement shall not include party affiliation of the candidate, nor membership or activity in partisan political organizations. The statement shall be filed in typewritten form in the office of the City Clerk at the time the candidate's nomination papers are filed. The statement may be withdrawn, but not changed, during the period for filing nomination papers and until 5:00 p.m. of the next working day after the close of the nomination period.
SECTION 2. FOREIGN LANGUAGE POLICY. Pursuant to the Federal Voting Rights Act, candidates’ statements will be translated into all languages required by the County of San Diego Registrar of Voters. The Registrar of Voters is required to translate voter information guide text, including candidates’ statements, into the following languages: Chinese, Filipino, Spanish and Vietnamese.
The Registrar of Voters will mail separate voter information guides and candidates’ statements in Chinese, Filipino, Spanish or Vietnamese to only those voters who are on the County voter file as having requested a voter information guide in a particular language or whose birthplace is in one of the respective language speaking countries. The Registrar of Voters will make the voter information guides and candidates’ statements in the required languages available at all vote centers, on the Registrar of Voters website, and in the Registrar’s office.
SECTION 3. PAYMENT.
Translations: The candidate shall be required to pay for the cost of translating the candidate statement into any required foreign language as specified in Section 2 above pursuant to Federal and/or State law.
The candidate shall be required to pay for the cost of translating the candidate statement into any foreign language that is not required as specified in Section 2 above, pursuant to Federal and/or State law, but is requested as an option by the candidate.
Printing: The candidate shall be required to pay for the cost of printing the candidate statement in English and the required foreign languages, as specified in Section 2 above, in the sample ballot pamphlets and any foreign language the candidate requests as an option by the candidate.
The City Clerk shall estimate the total cost of printing, handling, translating and mailing the candidates’ statements filed pursuant to this section, including costs incurred as a result of complying with the Federal Voting Rights Act of 1965 (as amended), and require each candidate filing a statement to pay in advance to the local agency his or her estimated pro rata share as a condition of having his or her statement included in the voter's pamphlet. In the event the estimated payment is required, the estimate is just an approximation of the actual cost that varies from one election to another election and may be significantly more or less than the estimate, depending on the actual number of candidates filing statements. Accordingly, the Clerk is not bound by the estimate and may, on a pro rata basis, bill the candidate for additional actual expense or refund any excess paid depending on the final actual cost. In the event of underpayment, the Clerk may require the candidate to pay the balance of the cost incurred. In the event of overpayment, the Clerk shall prorate the excess amount among the candidates and refund the excess amount paid within 30 days of the election, or as soon as possible thereafter.
SECTION 4. MISCELLANEOUS. All translations shall be provided by professionallycertified translators.
The City Clerk shall comply with all recommendations and standards set forth by the California Secretary of State regarding occupational designations and other matters relating to elections.
SECTION 5. ADDITIONAL MATERIALS. No candidate will be permitted to include additional materials in the voter information guide.
SECTION 6. That the City Clerk shall provide each candidate or the candidate's representative a copy of this Resolution at the time nominating petitions are issued.
SECTION 7. That all previous resolutions establishing Council policy on payment for candidates’ statements are repealed.
SECTION 8. That this resolution shall apply at the next ensuing municipal election and at each municipal election after that time.
SECTION 9. That the City Clerk shall certify to the passage and adoption of this Resolution.
PASSED AND ADOPTED at a Regular meeting of the City Council of the City of La Mesa, California, held the 9th day of July 2024, by the following vote, to wit:
AYES:
NOES:
ABSENT:
CERTIFICATE OF CITY CLERK
I, MEGAN WIEGELMAN, City Clerk of the City of La Mesa, California, do hereby certify the foregoing to be a true and exact copy of Resolution No. 2024- , duly passed and adopted by the City Council of said City on the date and by the vote therein recited.
MEGAN WIEGELMAN, CMC, City Clerk
(SEAL OF CITY)
REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: July 9, 2024
SUBJECT: RATIFICATION OF DESIGN REVIEW FOR PROJECT
2024-0197 (CCRT PROPERTIES)
DESCRIPTION: A PROPOSED TWO-STORY FINANCIAL INSTITUTION BUILDING OF 7,552 SQUARE FEET AT 8301
FLETCHER PARKWAY, APN 490-200-49-00 IN THE CG-D (GENERAL COMMERCIAL/GROSSMONT OVERLAY/URBAN DESIGN OVERLAY) ZONE.
ISSUING DEPARTMENT: Community Development
SUMMARY:
Issues:
Does the proposed design meet the intent of the Urban Design Program policies?
Recommendation:
Ratify the Design Review Board’s approval of Project 2024-0197 (Attachment A).
Fiscal Impact:
There is no impact to the General Fund related to this project. The City’s policy is to recover 100% of the cost of staff time through application processing fees.
Environmental Review:
The project is categorically exempt under the California Environmental Quality Act Guidelines Section 15303 and Section 15311.
Report to Mayor and Councilmembers
Date: July 9, 2024
Page: 2 of 6
BACKGROUND:
The approximately 0.6-acre project site is located at the southwest corner of the existing Grossmont Trolley Center, at the corner of Fletcher Parkway and Jackson Drive, as seen in the Vicinity Map below. Grossmont Trolley Center is a regional shopping center located on the south side of Fletcher Parkway between Jackson Drive and Trolley Court. MTS railroad right-of-way abuts the property to the south and the center is served by the Grossmont Transit Center located nearby to the northeast. Surrounding development includes Grossmont Shopping Center to the southeast, Gateway Shopping Center to the southwest, and a combination of commercial, mixed use, and multi-family residential uses to the north. The project site is currently developed as parking lot. An Assessor Parcel Map sheet is provided as Attachment B, and photos of the project site are provided in Attachment C.
Extending one-third of a mile along
Fletcher Parkway, the center is
long and narrow. There are five
existing buildings situated close to
the street, with storefront
entrances facing inward or toward
secondary streets. Two of the
existing buildings are older metal
industrial structures that were
converted in the 1980s to retail
use. The easternmost building is a
former movie theatre that was
converted to restaurant and retail
space in 2008. Despite the mix of
structure types on the site, the
center is unified by a consistently
applied color palette and
decorative metal truss system. The
businesses at the shopping center
include Frazier Farms, Office
Depot, Trek Bicycle Store, and
Petco.
The existing shopping center is served by one curb opening on Jackson Drive, two on Fletcher Parkway, and one on Trolley Court. The Grossmont Transit Center is under onehalf mile east of the project site. The existing street frontage and parking lots are landscaped with street trees and other vegetation.
Report to Mayor and Councilmembers
Date: July 9, 2024
Page: 3 of 6
A four-sided pylon sign stands prominently at the corner of the property at Fletcher Parkway and Jackson Drive. The sign has the names of the businesses within the Grossmont Trolley Center. Signage for the Grossmont Trolley Center is subject to a comprehensive sign program that was most recently updated by the Planning Commission in 2021.
Design Review by the City’s Design Review Board (DRB) is required for all projects within the C-G-D (General Commercial/Grossmont Overlay/Urban Design Overlay) zone to ensure that the projects are consistent with the adopted Urban Design Program. DRB decisions are ratified by the City Council. The Urban Design Program identifies the portion of Fletcher Parkway along the project site as one of four major circulation corridors in the City subject to design guidelines specifically for major circulation corridors in addition to the more general development guidelines contained within the Program. On June 10, 2024, the DRB reviewed the application in considerations of the City’s Urban Design Program and unanimously approved the project, with conditions.
Project entitlement also includes site development plan and comprehensive sign program amendment review. The site development plan and comprehensive sign program amendment were approved by Planning Commission on June 18, 2024, with conditions (Attachments D and E). No appeals were filed.
DISCUSSION:
The property owner proposes to construct one two-story financial institution building of 7,552 square feet at the southeast corner of Fletcher Parkway and Jackson Drive. Project plans are provided as Attachment F.
Building Location and Orientation
The new building is located along the street frontage at the western corner of the project site. It is proposed to be oriented at approximately a forty-five degree angle from the intersection. The site sits at a lower elevation than the existing street frontage. While it is generally preferred to have the front of the building face the street, elevation constraints and operational needs of a bank propose a building front oriented toward the existing parking lot. The proposed design of the building elevation facing the street incorporates architectural details and windows to give the essence of a front facade.
Design Theme
While there is no required design theme, the new building will align with the overall theme of the Grossmont Trolley Center through the use of consistent building materials, colors, and textures. This center's theme is characterized by stucco and variegated metal exteriors, a neutral color palette, and prominent storefront entrances. Awnings cover the entrances and windows, and differentiated accent colors provide individual character and
Report to Mayor and Councilmembers
Date: July 9, 2024
Page: 4 of 6
visual interest, along with metal architectural details. The proposed building continues the use of awnings and metal architectural details. The colors include white for the field color, gray as the primary accent, and brown as the secondary accent, as depicted on a materials board provided by the applicant (Attachment G). The proposed color scheme and styling appear to be compatible with the other buildings in the Center.
Lighting
To match the existing decorative fixtures in the shopping center, the project’s exterior lighting has been designed as part of the overall site design. The proposed parking lot lighting is down-directed and designed to minimize glare.
Landscaping
The existing site landscaping includes a buffer between the street frontage and parking lot, as well as median landscaping within the parking lot. The existing parking lot features mature Camphor trees, three of which will be removed and replaced with similar trees.
The street frontage landscaped area contains mature Evergreen Pears, Canary Island Pines, and London Plane Trees. Of these trees, only three Canary Island Pines and one Evergreen Pear will be impacted by the proposed development and will be replaced with similar trees. To ensure the parking area is screened from public streets through landscaping, the landscape plan includes the addition of four new 36-inch box Brisbane Box trees in the parking lot to match the existing landscape palette. Along the street frontage, where existing trees have been removed due to building placement, three new 48-inch box and one new 36-inch box Forest Pansy Redbuds will be planted. Proposed shrubs include Blue Glow Agave, Rosenka Bougainvillea, Purple Hopseed Bush, New Gold Lantana, Dwarf Mat Rush, Variegated New Zealand Flax, Dwarf Yeddo Hawthorn, and Blue Gem Coast Rosemary. All proposed plant material has been selected for water efficiency, canopy coverage, and to screen the parking areas. The landscape arrangement aims to provide safe pedestrian and vehicular orientation while adding additional shade canopy.
Circulation
To continue to provide sufficient, safe, and minimally disrupted walkways and crossings both on and offsite, existing curb openings will remain unchanged, with only minor modifications proposed to the internal site circulation. Parking at the front of the proposed building will seamlessly integrate with the existing parking layout. Additionally, a new pedestrian access route from the proposed building to Fletcher Parkway will be established, eliminating the need for pedestrians to enter the parking lot area.
Roofs
Where exposed rooftop mechanical equipment is visible, screening is an important architectural element. Proposed roof-mounted mechanical equipment is screened behind parapet walls that are fully integrated into the building design.
Report to Mayor and Councilmembers
Date: July 9, 2024
Page: 5 of 6
Signage
The adopted Comprehensive Sign Program (Sign Program) for the Center allows individual face illuminated channel letter wall signs on all exterior elevations, sized relative to the tenant lease areas. It also regulates the location and size of the monument and directional signs. The applicant requested an amendment to the Sign Program to allow for the addition of new signage and relocation of the monument sign. The amended sign program did not require Design Review Board approval, but as mentioned above was reviewed and approved by the Planning Commission on June 18, 2024.
Design Review Board Recommendations
The Design Review Board concluded that the project’s design meets the expected standards of the design guidelines with the revision of the following items:
1. The applicant shall replace the two mature Canary Island Pines, located at the northwest and southwest corners of the proposed building, with new 48-inch box Canary Island Pines if the existing trees are removed due to construction of the building and retaining walls.
2. The applicant shall landscape the area along the western edge of the building (identified as the rear elevation) that faces the intersection of Fletcher Parkway and Jackson Drive.
3. The applicant shall revise the north end of the western elevation to soften the large gray blank wall, incorporating additional vertical landscaped screening and/or the wood-like metal siding.
CONCLUSION:
Staff recommends the City Council ratify the Design Review Board’s approval of Project 2024-0197.
Reviewed by: Respectfully submitted by:
____________________ ___Lynnette Santos__________
Greg Humora Lynnette Santos
City Manager Director of Community Development
Report to Mayor and Councilmembers
Date: July 9, 2024
Page: 6 of 6
Attachments:
A. Design Review Board Certification of Action for Project 2024-0197 B. Assessor Parcel Map Sheet
C. Site Photographs
D. Planning Commission Resolution PC-2024-05
E. Planning Commission Resolution PC-2024-06
F. Project plans
G. Color and Materials Board
CERTIFICATION OF
DESIGN REVIEW BOARD ACTION
FILE: Project 2024-0197 (CCRT Properties)
MEETING DATE: June 10, 2024
SUBJECT: Design review consideration for a proposed two-story financial institution building at 8301 Fletcher Parkway, APN 490-200-49- 00 in the C-G-D (General Commercial/Grossmont Overlay/Urban Design Overlay) zone
DETERMINATION: After reviewing the proposal, the Board made a motion to recommend approval of Project 2024-0197, and a finding that the project is consistent with the City’s Urban Design Program, subject to the following conditions:
1) The applicant shall replace the two mature Canary Island Pines, located at the northwest and southwest corners of the proposed building, with new 48-inch box Canary Island Pines if the existing trees are removed due to construction of the building and retaining walls.
2) The applicant shall landscape the area along the western edge of the building (identified as the rear elevation) that faces the intersection of Fletcher Parkway and Jackson Drive. 3) The applicant shall revise the north end of the western elevation to soften the large gray blank wall, incorporating additional vertical landscaped screening and/or the wood-like metal siding.
The vote on the motion was as follows:
Aye: Board members Langdon, Ruiz-Ostmeyer, Morita, and Director Santos
Nay: None
Absent: None
ATTEST:
Lynnette Santos
Lynnette Santos
Director of Community Development
ATTACHMENT B
ATTACHMENT B
ATTACHMENT B
ALIGN
1. CONTRACT DOCUMENTS
THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACT DOCUMENTS CONVEY THE DESIGN INTENT FOR THE PROJECT. THE
CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL COORDINATE THE WORK OF THE DOCUMENTS WITH THE WORK OF VENDOR PROVIDED INFORMATION ASSOCIATE WITH THE PROJECT.
THE CONTRACTOR SHALL DISTRIBUTE COMPLETE CONTRACT DOCUMENTS TO PARTIES RESPONSIBLE FOR PERFORMING THE WORK SO THAT NO PARTY RECEIVES LIMITED INFORMATION.
2. COORDINATION OF THE WORK
THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REVIEW AND VERIFICATION OF THE CONTRACT DOCUMENTS,
FIELD CONDITIONS, VENDOR DESIGN DRAWINGS INCLUDING DELEGATED DESIGN WORK BY OTHERS, AND DIMENSIONS FOR ACCURACY AND FOR CONFIRMING THE WORK IS CONSTRUCTIBLE PRIOR TO PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL COORDINATE THE WORK WITH THE BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO OTHER TENANT SPACES OR BUILDING AREAS. THE CONTRACTOR SHALL SECURE A CURRENT COPY OF PUBLISHED
CONTRUCTION/CONTRACTOR BUILDING GUIDELINES AND REGULATIONS FROM THE BUILDING MANAGEMENT AND COMPLY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF RECORD IN WRITING OF CONFLICTS AND OBTAIN A WRITTEN CLARIFICATION FROM THE ARCHITECT OF RECORD PRIOR TO PROCEEDING WITH THE WORK.
3. DIMENSIONS
DO NOT SCALE DRAWINGS. DIMENSIONS AND WORKPOINTS PROVIDED ARE TO STRUCTURAL GRID OR TO EXPOSED FACE OF A FINISH, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY DIMENSIONS WITH CONDITIONS IN THE
FIELD AND SHALL SECURE WRITTENT RESOLUTION OF CONFLICTS FROM THE ARCHITECT PRIOR TO INITIATING THE WORK.
4. DELEGATED DESIGN WORK BY OTHERS
SYSTEMS INDICATED AS DELEGATED DESIGN SHALL BE ENGINEERED, AND STAMPED BY QUALIFIED PROFESSIONAL ENGINEERS LICENSED IN THE JURISDICTION OF THE WORK. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD
FOR THESE SYSTEMS TO SECURE AGENCY APPROVALS, INCLUDING REQUIRED FEES ASSOCIATED WITH PERMIT APPROVAL. THESE SYSTEMS SHALL BE COORDINATED WITH THE CONTRACT DOCUMENTS AND SHALL COMPLY WITH
APPLICABLE LEGAL REQUIREMENTS INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS UTILIZING PERFORMANCE AND DESIGN CRITERIA INDICATED IN THE CONTRACT DOCUMENTS. • INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE, HANDLING,
DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC OR HARMFUL SUBSTANCES.
• QUESTIONS THAT ARISE RELATED TO HAZARDOUS MATERIALS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS SHALL NOT BE REQUIRED TO DO WORK NOR RENDER OPINIONS RELATED TO HAZARDOUS MATERIALS.
• CONTRACTORS SHALL REPORT THE PRESENCE OF MATERIAL OR ASSEMBLIES SUSPECTED TO CONTAIN HAZARDOUS MATERIALS UPON DISCOVERY TO THE OWNER. WORK SHALL BE HALTED UNTIL WRITTEN CLEARANCE TO CONTINUE HAS BEEN PROVIDED BY THE OWNER’S CERTIFIED HAZARDOUS MATERIALS CONSULTANTS.
VICINITY MAP
CONTRACTOR, FURNITURE VENDOR, DESIGN BUILD SUB-CONTRACTORS AND OWNER’S SUBCONTRACTORS ARE ALL
REQUIRED TO USE THE ARCHITECTURAL DIMENSION WORK POINTS ESTABLISHED FOR OPEN PLAN PENDANT LIGHTING AND FURNITURE CENTERLINES WHERE APPLICABLE. CONTRACTOR AND VENDOR PREPARED SHOP DRAWINGS SHALL DOCUMENT THE ARCHITECTURAL DIMENSION WORK POINTS FOR THE ARCHITECT’S REVIEW PRIOR TO START OF WORK.
FIELD LAYOUT REVIEW REQUESTED OF THE ARCHITECT MUST UTILIZE ON ESTABLISHED WORK POINTS. FLOOR CORE
LOCATIONS SERVING FURNITURE ARE THE SOLE RESPONSIBILITY OF THE FURNITURE VENDOR, INCLUDING FIELD VERIFICATION OF LAYOUT.
ABBREVIATIONS GENERAL NOTES VICINITY MAP SITE LOCATION
DEFINITIONS
FURNITURE, FLOOR CORE &
LIGHTING COORDINATION
HAZARDOUS MATERIALS NOTES
PROJECT DIRECTORY CODE REFERENCES
SHEET INDEX
SYMBOLS
TRUE
ACCESSIBILITY NOTES
THE PROJECT SHALL MEET COMPLIANCE WITH THE UNITED STATES ACCESS BOARD ADA STANDARDS AND CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS OF THE 2022 CALIFORNIA BUILDING CODE.
CONTROLS & OPERATING MECHANISMS (ADA ACCESSIBILITY STANDARDS - CHAPTER 3 - OPERABLE PARTS):
ALL REQUIRED CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH REACH RANGE REQUIREMENTS PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 308, PLACED BETWEEN 15 INCHES AND 48 INCHES ABOVE THE FLOOR.
OPERABLE PARTS SHALL COMPLY WITH CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS. THEY SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS MAXIMUM.
CARPETING AND FLOORING (ADA ACCESSIBILITY STANDARDS - CHAPTER 3 - FLOOR AND GROUND SURFACES):
CARPET PILE THICKNESS NOT TO EXCEED ½” PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 302.2. PLEASE ALSO NOTE: CARPET PILE THICKNESS IS FROM THE FLOOR FINISH TO TOP OF PILE PER CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS. FLOOR SURFACES SHALL BE FIRM, STABLE AND SLIP RESISTANT PER CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS.
THRESHOLDS SHALL BE A MAXIMUM ½” WITH A 1:2 BEVEL.
RECEPTION COUNTER: ALL COUNTERS TO HAVE PORTION SET BETWEEN 28” TO 34” AFF IN HEIGHT PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 902.3
DOORS (ADA ACCESSIBILITY STANDARDS - CHAPTER 4 - ENTRANCES, DOORS, AND GATES):
ALL DOORS PROVIDE THE REQUIRED MANEUVERING CLEARANCE AT DOOR PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 404.2.3. ALL NEW OR ALTERED DOORS TO HAVE LEVER-OPERATED HARDWARE PER 2022 CALIFORNIA ACCESSIBILITY CODE-SECTION 404.2.6. ALL DOORS SHALL HAVE A 32” CLEAR DOOR OPENING MEASURED FROM THE FACE OF THE DOOR WHEN IT IS OPENED 90% TO THE DOOR STOP PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 404.2.2.
ALL PUBLIC AND COMMON AREA INTERIOR DOORS TO HAVE 5# MAX. FORCE TO OPEN PER 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 309.4
SIGNAGE:
WHERE NEW SIGNAGE IS PROVIDED, IT SHALL COMPLY WITH 2022 CALIFORNIA ACCESSIBILITY CODE. SIGNAGE SHALL BE
USED TO IDENTIFY REQUIRED ACCESSIBLE ELEMENTS, PROVIDE DIRECTIONS OR INDICATE SPECIAL ACCESSIBILITY PROVISIONS, SIGNAGE DIMENSIONS, CHARACTERS AND TACTILE FEATURES. SIGNAGE WILL BE OF BRAILLE AND TACTILE AND BE LOCATED ON THE DOOR HANDLE SIDE OF DOOR. IT WILL BE INSTALLED AT THE APPROPRIATE HEIGHT AND DISTANCE TO THE LATCH SIDE OF THE DOOR PER THE ELEVATION DETAIL ON THE DRAWINGS.
PROTRUDING OBJECTS (ADA ACCESSIBILITY STANDARDS - CHAPTER 3 - PROTRUDING OBJECTS) :
PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL MEET COMPLIANCE WITH 2022 CALIFORNIA ACCESSIBILITY CODE SECTION 307. OBJECTS WITH LEADING EDGES MORE THAN 27” AND NOT MORE THAN 80” AFF SHALL PROTRUDE 4” MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED. THE LEADING EDGE OF GUARDRAIL OR BARRIER SHALL BE 27” MAXIMUM ABOVE THE FLOOR.
ALARMS (ADA ACCESSIBILITY STANDARDS - CHAPTER 2 - NEW CONSTRUCTION): ALL NEW, ALTERED OR RELOCATED VISUAL ALARMS OR EMERGENCY WARNING SYSTEM SHALL COMPLY WITH CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS. ALL VISUAL ALARMS SHALL BE SYNCHRONIZED.
ACCESSIBILITY COMPLIANCE
TRUE
PROJECT MANUAL
BUILDING CODE:
CALIFORNIA BUILDING CODE 2022
ADOPTS WITH AMENDMENTS: IBC 2021
PLUMBING CODE:
CALIFORNIA PLUMBING CODE 2022
ADOPTS WITH AMENDMENTS: IPC 2021
MECHANICAL CODE:
CALIFORNIA MECHANICAL CODE 2022
ADOPTS WITH AMENDMENTS: IMC 2021
ELECTRICAL CODE:
CALIFORNIA ELECTRICAL CODE 2022
ADOPTS WITH AMENDMENTS: NFPA 70, 2020
FIRE / LIFE SAFETY CODE:
CALIFORNIA FIRE CODE 2022
ADOPTS WITH AMENDMENTS: IFC 2021
ENERGY CODE:
CALIFORNIA ENERGY CODE 2022
GREEN CODE:
CALIFORNIA GREEN BUILDING CODE 2022
ALL CITY OF LA MESA LOCAL CODES AND AMENDMENTS
IA'S PROJECT MANUAL DATED TBD ENTITLED GROUND UP BANK OF AMERICA: LA MESA UNDER ISSUANCE ISSUE FOR PERMIT AND BID IS HEREBY MADE A PART OF THE CONTRACT DOCUMENTS.
CBC 2022 CHAPTER 11B
2010 ADA STANDARDS ADA STANDARDS FOR DESIGN ACCESSIBLE
THE GC IS TO PROVIDE A WEEKLY STATUS REPORT INDICATING ESTIMATED PERCENTAGE OF COMPLETION FOR EACH TRADE INCLUSIVE OF DIGITAL PHOTOGRAPHS AS SUPPORTING INFORMATION. REPORT AND IMAGES ARE TO BE SENT ELECTRONICALLY TO THE IA PROJECT CONTACT OF THE SALIENT AREAS &/OR WORK.
WEEKLY STATUS REPORTS
PROJECT SITE
EVALUATION APPROVAL #
LARR ICC
WALL PARTITIONS:
GYPSUM ASSOCIATION FIRE RESISTANT DESIGN MANUAL ESR 1338 'USG' GYPSUM BOARD #02404
METAL FABRICATIONS:
MFG: CEMCO STEELS STUD MANUFACTURER'S ASSOCIATION (SSMA) ESR-4943P 'DIETRICH' METAL STUDS #26019 ESR-1166D
'SIMPSON' FRAMING ANGLE ESR-3096
FASTENERS:
HILTI POWER DRIVEN FASTENERS ESR-1163
'RANSET' SELF DRILLING SCREWS FOR LIGHT GUAGE MATERIAL ESR-1655 'TEKS' SELF DRILLING SCREWS ESR-1976
CEILING GRID CLIP:
'ARMSTRONG' CEILING GRID CLIP #25032 ESR-1308
SUSPENDED CEILING:
'ARMSTRONG' SUSPENDED CEILING SYSTEMS #25348 ESR-1289
ENERGY CODE COMPLIANCE
la mesa: climate zone 7
roofs/ceilings: 0.041max
walls: 0.060 max
roofing products:
aged solar reflectance: 0.63
thermal emittance: 0.75
air barrier required
swinging doors: 0.70 max
fenestration:
fixed: 0.36 U-factor max
0.25 RSHGC max
0.42 min. VT
curtainwall or storefront: 0.38 U-factor max
0.25 RSHGC max
0.46 min. VT
glazed doors: 0.45 U-factor max
0.23 RSHGC max
0.17 min. VT
max WWR: 40%
TRUE
TRUE NORTH
PLAN NORTH
DELTA
REVISION CLOUD
AREA NAME
150 SF
AREA TAG
SHEET NUMBER
ELEVATION NUMBER ON SHEET
SHEET NUMBER
ENLARGED CALLOUT
ON SHEET
ZONE TO BE CALLED
OUT
A GRID NUMBER
STRUCTURAL GRID LINE
CH-01 FURNITURE TAG
FINISH TRANSITION
BREAKLINE
DOUBLE BREAKLINE
CL CENTERLINE SYMBOL
FINISH GRAIN DIRECTION
F-01 LIGHT FIXTURE TAG
XX EQUIPMENT/ACCESSORY TAG
ROOM
NAME
101
A-300
1 1
1 1
ALIGN
CLOUD
KEYNOTE
ROOM TAG
BUILDING SECTION
REFERENCE
DETAIL SECTION
REFERENCE
DATUM
A-8.6
1 DRAWING SCALE
VIEW NUMBER
NORTH ARROW
101
1 A8.6
_______ _________
1 A-8.6
_________
1 View Name
1/8" = 1'-0"
A
B01 A
PARTITION TYPE
(SEE PARTITION SCHEDULE)
GLAZING SYSTEM TYPE
INSULATION TYPE,
WHERE OCCURS
1 A101 SHEET NUMBER
VIEW DIRECTION
VIEW NUMBER ON SHEET
AXON/PERSPECTIVE VIEW REF
INTERIOR ELEVATION VIEW REF.
1 WALL SECTION
REFERENCE
1 A8.6
_________ _______
1 A8.6
_______ _________
SHEET NUMBER
A-300 ELEVATION NUMBER ON SHEET
1 1
1 1
EXTERIOR ELEVATION VIEW REF.
Job No.
Owner Approval
Scale
DELTA ISSUE DESCRIPTION DATE
1/8" = 1'-0"
6/5/2024 3:55:34 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A00.00
DRAWING INDEX, LOCATION
MAP & PROJECT INFORMATION
ALIGN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE CLEAR / CLR / HOLD DIMENSIONS ARE ABSOLUTES, UNOBSTRUCTED FROM FACE OF EXPOSED FINISH SURFACES.
DEMOLISH TO DECONSTRUCT COMPLETE SYSTEM, HAUL, AND DISPOSE OF MATERIAL, INCLUDING APPROPRIATE
PULL BACK AND TERMINATION/CAPPING OF RELATED BUILDING SERVICES
SALVAGE DIS-ASSEMBLE, CONVEY OR STORE MATERIAL PER OWNERS INSTRUCTIONS
REUSE SALVAGE, STORE ON SITE, RE-INSTALL
INSTALL ON-SITE OPERATIONS INCLUDING UNLOADING, TEMPORARY STORAGE, UN-PACKING, ASSEMBLY, PLACING,
ANCHORING, APPLYING, FINISHING, PROTECTING, AND CLEANING COMPLETE AND OPERATIONAL
ELEMENTS, EQUIPMENT, AND SYSTEMS
FURNISH PROCURE AND STORE ON-SITE MATERIAL FOR INSTALLATION BY OTHERS
PROVIDE FURNISH AND INSTALL COMPLETE AND OPERATIONAL SYSTEM NOTIFY TO INFORM THE STATED PARTIES IN WRITING AND SEEK RESOLUTION PRIOR TO COMENCING WORK PROJECT DESCRIPTION:
PROJECT ADDRESS:
TYPE OF CONSTRUCTION:
BUILDING OCCUPANCY:
GROSS BUILDING AREA:
BUILDING NO. OF STORIES:
SEISMIC DESIGN CATEGORY:
BUILDING LIFE SAFETY INFO:
PROJECT INFORMATION
1. ALL INTERIOR FINISHES SHALL COMPLY WITH THE REFERENCED CODE REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED RATINGS AS WELL AS TOXICITY.
ADDITIONAL
REQUIREMENTS:
WALL AND CEILINGS (PER ASTM E84 OR UL723)
INTERIOR EXIT STAIRWAYS, RAMPS AND EXIT PASSAGEWAYS
CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS:
ROOMS AND ENCLOSED SPACES:
FLOORING (PER ASTM E648 OR NFPA 253): CLASS II
CRITICAL RADIANT FLUX OF NOT LESS THAN 0.22 WATTS PER SQUARE CENTIMETER
FLAME SPREAD AND SMOKE-DEVELOPED INDEX
CLASS A: FLAME SPREAD: 0 - 25; SMOKE-DEVELOPED: 0 - 450 CLASS B: FLAME SPREAD: 26 - 75; SMOKE-DEVELOPED: 0 - 450 CLASS C: FLAME SPREAD: 76 - 200; SMOKE-DEVELOPED: 0 - 450
DEFERRED SUBMITTALS &
DELEGATED DESIGN WORK
BY OTHERS UNDER
SEPARATE PERMIT:
GROSS LEASABLE AREA
PER FLOOR (GLA):
8301 FLETCHER PARKWAY
LA MESA, CA 91942
GROUND-UP CONSTRUCTION OF A TWO-STORY COMMERCIAL BANK BUILDING. SCOPE INCLUDES: SITE WORK, EXTERIOR BUILDING COMPONENTS AND STRUCTURE, INTERIOR
SPACES INCLUDING PARTITIONS, FINISHES, AND MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT. SITE WORK INCLUDES PARKING, LANDSCAPE, AND CIVIL WORK.
II-B
B: BUSINESS
7,552 SF
2 FULLY SPRINKLERED PER NFPA 13, VISUAL AND AUDIO FIRE ALARM SYSTEM
PROVIDED, EMERGENCY RESPONDER RADIO COMMUNICATION SYSTEM (ERRCS)
PROVIDED
B OCCUPANCY - CLASS B
B OCCUPANCY - CLASS C
B OCCUPANCY - CLASS C
D
FIRE SPRINKLERS (DEFERRED SUBMITTAL), FIRE ALARM (DEFERRED SUBMITTAL),
ERRCS (DEFERRED SUBMITTAL), BUILDING SIGNAGE (DEFERRED SUBMITTAL),
COLD-FORMED METAL FRAMING (DELEGATED DESIGN), LIGHT GAUGE METAL FRAMING (DELEGATED DESIGN), STEEL CONNECTIONS (DELEGATED DESIGN), ACM SYSTEM
FASTENERS (DELEGATED DESIGN)
3,776 SF
ARCHITECT OF RECORD:
INTERIOR ARCHITECTS INC.
A CALIFORNIA CORPORATION
JASON COATS
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
704.908.1540
[email protected]
STRUCTURAL ENGINEER
PARADIGM
JON YOKOYAMA
639 FRONT STREET, 4TH FLOOR
SAN FRANCISCO, CA. 94111
415.362.8944 EXT. 8904
[email protected]
MEP ENGINEER
GLUMAC, A TETRA TECH COMPANY
ZACH GATES
17885 VON KARMAN AVE, SUITE 500
IRVINE, CA 92614
949.383.4966
[email protected]
IA PROJECT CONTACT:
INTERIOR ARCHITECTS INC.
A CALIFORNIA CORPORATION
MYLANIE VENTANILLA
500 SANSOME STREET, FLR.8
SAN FRANCISCO, CA 94111
415.296.5389
[email protected]
PM/CLIENT REP
CUSHMAN WAKEFIELD
ERIC WARNAT
858.229.3210
[email protected]
CIVIL ENGINEER
WALSH ENGINEERING & SURVEYING, INC.
LARRY WALSH
607 ALDWYCH ROAD
EL CAJON, CA 92020
619.558.6747
[email protected]
& AND
L ANGLE
@ AT
CL CENTERLINE
DIA DIAMETER
PERP PERPENDICULAR
C CHANNEL
# POUND OR NUMBER
----------------------- --------------------------------------------
ACP ACOUSTICAL CEILING PANEL
AD AREA DRAIN
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
ALUM ALUMINUM
APROX APPROXIMATE
ARCH ARCHITECTURAL
ASB ASBESTOS
ASPH ASPHALT
AWP ACOUSTIC WALL PANEL
AXON AXONOMETRIC
----------------------- --------------------------------------------
BC BACK OF CURB
BD BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BO BOTTOM OF
BOT BOTTOM
BR BULLET RESISTANT
BTB BACK TO BACK
----------------------- --------------------------------------------
CAB CABINET
CB CATCH BASIN
CEM CEMENTIOUS
CER CERAMIC
CI CAST IRON
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLG CEILING
CLO CLOSET
CLR CLEAR
CM CONSTRUCTION MANAGER
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CTSK COUNTERSUNK
CNTR COUNTER
CT CERAMIC TILE
CTR CENTER
----------------------- -------------------------------------------- (D) DEMOLISH
DBL DOUBLE
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DEMO DEMOLISH
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DN DOWN
DO DOOR OPENING
DR DOOR
DWR DRAWER
DS DOWNSPOUT
DWG DRAWING
----------------------- -------------------------------------------- E EAST
(E) EXISTING
EA EACH
EEOR ELECTRICAL ENGINEER OF RECORD
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATION
ELVTR ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
EPNL ELECTRICAL PANEL
EQ EQUAL
EQPT EQUIPMENT
EWC ELECTRIC WATER COOLER
EXG EXISTING
EXT EXTERIOR
----------------------- --------------------------------------------
FA FIRE ALARM
FAB FABRIC
FB FLAT BAR
FC FACE OF CURB
FD FLOOR DRAIN
FDN FOUNDATION
FEC FIRE EXTINGUISHER CABINET
FE FIRE EXTINGUISHER
FF FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FLM FILM
FIN FINISH
FL FLOOR
FLSHG FLASHING
FLUOR FLUORESCENT
FO FACE OF
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STUDS
FRP FIBERGLASS REINFORCED PLASTIC
FPRF FIRE RETARDANT TREATED
FT FOOT OR FEET
FTG FOOTING
FURR FURRING
F&I FURNISH AND INSTALL
FUT FUTURE
FWP FABRIC WALL PANEL
----------------------- --------------------------------------------
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GL GLASS / GLAZING
GND GROUND
GR GRADE
GYP GYPSUM
GWB GYPSUM BOARD
----------------------- --------------------------------------------
HB HOSE BIB
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HPC HIGH PERFORMANCE COATINGS
HR HOUR
HT HEIGHT
----------------------- --------------------------------------------
ID INSIDE DIAMETER (DIM)
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JT JOINT
KIT KITCHEN
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LKR LOCKER
LT LIGHT
----------------------- --------------------------------------------
MAX MAXIMUM
MC MEDICINE CABINET
MECH MECHANICAL
MEMB MEMBRANE
MEOR MECHANICAL ENGINEER OF
RECORD
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
MUL MULLION
----------------------- -------------------------------------------- (N) NEW
N NORTH
NAT NATURAL
NC NOISE CRITERION (NOISE LEVEL
LIMIT)
NIC NOT IN CONTRACT
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
----------------------- --------------------------------------------
OA OVERALL
OC ON CENTER
OCC OCCUPANCY
OD OUTSIDE DIAMETER (DIM)
OFF OFFICE
OPNG OPENING
OTS OPEN TO STRUCTURE
OPP OPPOSITE
----------------------- --------------------------------------------
P PAINT
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLUMB PLUMBING
PLWD PLYWOOD
PP POWER POLE
PR PAIR
PRCST PRECAST
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTD/R COMBINATION PAPER TOWEL
DISPENSER AND WASTE
RECEPTACLE
PVB POLYVINYL BUTRYAL
PVC POLYVINYL CHLORIDE (PLASTIC)
----------------------- --------------------------------------------
QT QUARRY TILE
----------------------- -------------------------------------------- (R) RELOCATE
RAD RADIUS
RD ROOF DRAIN
REF REFERENCE
REFR REFRIGERATOR
RF RESILIENT FLOORING
REINF REINFORCED
REQ'D REQUIRED
RESIL RESILIENT
RM ROOM
RO ROUGH OPENING
RWL RAIN WATER LEADER
----------------------- --------------------------------------------
S SOUTH
SAFB SOUND ATTENUATION BLANKETS
SC SOLID CORE
SCD SEAT COVER DISPENSER
SCHED SCHEDULE
SD SOAP DISPENSER
SDT STATIC DISSIPATIVE TILE
SEAL SEALANT
SEC SECURITY
SECT SECTION
SFRM SPRAY FIRE-RESISTIVE MATERIALL
SG SAFETY GLAZING
SH SHELF
SHRW SHOWER
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SND SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN RECEPTACLE
SOB SYMBOL ON BACKGROUND
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
SSK SERVICE SINK
SSM SOLID SURFACE MATERIAL
ST STONE
STA STATION
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPENDED
----------------------- --------------------------------------------
T TREAD / TILE
TB TOWEL BAR
TBD TO BE DETERMINED
TC TELECOMM
TC TOP OF CONCRETE
TCOM TELECOMM
TEL TELEPHONE
TER TERRAZZO
T&G TONGUE AND GROOVE
THK THICK
TOC TOP OF CURB
TOP TOP OF PAVEMENT
TPD TOILET PAPER DISPENSER
TR TRANSITION
TV TELEVISION
TOW TOP OF WALL
TYP TYPICAL
----------------------- --------------------------------------------
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
----------------------- --------------------------------------------
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VNR VANEER
----------------------- -------------------------------------------- W WEST
W/ WITH
WC WATER CLOSET / WALL COVERING
WD WOOD
WLD WELDED
W/O WITHOUT
WO WHERE OCCURS
WP WATERPROOF
WRB WEATHER RESISTANT BARRIER
WT WEIGHT / WINDOW TREATMENT
----------------------- --------------------------------------------
ASSESSOR'S
PARCEL NUMBER:
PROPERTY OWNER: CCRT PROPERTIES, A CALIFORNIA LIMITED PARTNERSHIP c/o THOMAS J. MAGEE 18676 AVENIDA CORDILLERA, SAN DIEGO, CA. 92128
BUILDING SETBACKS: NORTH: 10'-0" SOUTH:N/A EAST:N/A WEST: 10'-0" STRUCTURAL INSPECTIONS: REQUIRED. SEE STRUCTURAL SHEETS FOR STATEMENT AND SCHEDULE.
PM17319 PAR A*PAR 1 PER R&T CODE 326 OWNERS MAP IN
490-200-49-00
LEGAL DESCRIPTION:
LOT AREA: 0.600 ACRES (26,136 SF)
C (GENERAL COMMERCIAL)
GROSSMONT OVERLAY / URBAN DESIGN OVERLAY
ZONING CLASSIFICATION:
L1: 3,527 SF; L2: 3,483 SF
SHEET
NUMBER
DESCRIPTION
12.07.2023 - PLANNING APPLICATION4.18.2024 - ISSUE FOR PLANNING RESPONSE 106.05.2024 - ISSUE FOR PLANNING RESPONSE 2
ARCHITECTURAL
A00.00 DRAWING INDEX, LOCATION MAP & PROJECT INFORMATION X X X A00.11 EGRESS & LIFE SAFETY X X X
A00.60 ARCHITECTURAL SITE PLAN X X X
A02.01 FIRST FLOOR - CONSTRUCTION PLAN X X X
A02.02 SECOND FLOOR - CONSTRUCTION PLAN X X X
A02.03 ROOF PLAN X X X
A03.01 FIRST FLOOR - POWER AND COMMUNICATION PLAN X X
A03.02 SECOND FLOOR - POWER AND COMMUNICATION PLAN X X
A09.21 BUILDING SECTIONS X X X
A09.22 BUILDING SECTIONS X X X
A09.11 EXTERIOR ELEVATIONS X X X
A09.12 EXTERIOR ELEVATIONS X X X
A09.01 RENDERED EXTERIOR ELEVATIONS X X X
A09.02 RENDERED EXTERIOR ELEVATIONS X X X
A09.03 EXTERIOR RENDERINGS X X X
A09.04 EXTERIOR RENDERINGS X
CIVIL
SHEET 1 CIVIL SHEET 1 X X X
SHEET 2 CIVIL SHEET 2 X X X
SHEET 3 CIVIL SHEET 3 X X X
SHEET 4 CIVIL SHEET 4 X X X
LANDSCAPING
L1 TITLE SHEET X X X
L2 IRRIGATION PLAN AND LEGEND X X X
L3 HYDROZONE MAP AND WATER CALCULATIONS X X X
L4 IRRIGATION DETAILS X X X
L5 IRRIGATION SCHEDULE AND IRRIGATION SPECIFICATIONS X X X L6 IRRIGATION SPECIFICATIONS X X X
L7 PLANTING PLAN X X X
L8 PLANTING LEGEND, NOTES AND DETAILS X X X
L9 PLANTING SPECIFICATIONS X X X
LIGHTING
LU-0 COVER SHEET X X
LU-1 GENERAL NOTES X X
LU-2 LUMINAIRE SCHEDULE X X
LU-3 OVERALL SITE PLAN X X
LU-4 FULL SITE PHOTOMETRICS PLAN AT GRADE X X
LU-5 FIXTURE REMOVAL PLAN X X
LU-6 DIMENSIONING PLAN X X
LU-7 LANDSCAPING PLAN X X
LU-8 ATM COMPLIANCE AREA PHOTOMETRICS PLAN X X
LU-9 ELEVATIONS X X
1 ISSUED FOR SD 90% REVIEW 09.25.2023
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
4 ISSUED FOR DD_60 12.22.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
CR
EDR
DN
DN
DN
LEGEND
NEW 1HR FIRE RESISTANT RATED PARTITION
NEW 2HR FIRE RESISTANT RATED PARTITION
EXIT ACCESS = LESS THAN 300' - 0" FOR B OCCUPANCY
IN SPRINKLERED BUILDING
COMMON PATH OF EGRESS = LESS THAN 100' - 0"
FOR B OCCUPANCY IN SPRINKLERED BUILDING
FE FIRE EXTINGUISHER FIRE EXTINGUISHER AND CABINET
FEC
FIRE PROTECTION RISER CABINET
FPR
WALL MOUNTED
CARD READER
WALL MOUNTED
EMERGENCY DOOR RELEASE
EXIT / ACCESS TO
EXIT
EXIT SIGNAGE
FEH FIRE EXIT HARDWARE
PH PANIC HARDWARE
CL CIPHER LOCK
EXIT SEPARATION
SHEET NOTES
1. WHERE EXISTING RATED CONSTRUCTION IS SHOWN TO REMAIN, CONCEALED CONDITIONS ARE OFTEN ENCOUNTERED PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL CONFIRM AS-BUILT FIELD CONDITIONS AS DOCUMENTED. SHOULD UPGRADE TO EXISTING RATED ASSEMBLIES BE REQUIRED, CONTRACTOR TO INFORM ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK.
2. SEE REFLECTED CEILING PLAN FOR ILLUMINATED EXIT SIGN LOCATIONS.
3. SEE POWER & SIGNAL / ELECTRICAL ENGINEERING DRAWINGS FOR CARD READER LOCATIONS
4. THERE ARE NO DOORS WITH DELAYED EGRESS IN THIS PROJECT. 340 OCC. MAX
31 OCCUPANTS
EGRESS DOOR 1
167 OCC. MAX
32 OCCUPANTS
EGRESS DOOR 2
001
001
004
002
001
198 SF
STAIR 1
81 SF
ELEVATOR
120 SF
SB OFFICE 4
120 SF
CL OFFICE 3
120 SF
ME OFFICE 2
120 SF
ME OFFICE 1
203 SF
STAIR 2
274 SF
ATM ROOM
1,000 SF
CENTRAL ZONE
145 SF
VESTIBULE
109 SF
CBSB OFFICE 5
107 SF
CBCL OFFICE 6
85 SF
ELECTRICAL ROOM
82 SF
FIRE RISER ROOM
472 SF
WAITING
189 SF
24 HR VESTIBULE
LONGEST DIAGONAL = 99' - 6"
EXIT SEPARATION = 83' - 10"
EXIT ACCESS = 103' - 7"
43 SF
JANITOR'S CLOSET
61 SF
UNOCCUPIED AREA
EXIT ACCESS = 44' - 3"
COMMON PATH
OF EGRESS = 33' - 6"
160 OCC. MAX
17 OCCUPANTS
STAIR 1
146 OCC. MAX
16 OCCUPANTS
STAIR 2
209 SF
STAIR 1
952 SF
CENTRAL ZONE
306 SF
CSR
78 SF
ELEVATOR
214 SF
WORK ROOM
369 SF
CALLING CUBES
154 SF
HALLWAY
137 SF
MEN'S RESTROOM
133 SF
WOMEN'S RESTROOM
178 SF
STAIR 2
189 SF
BREAKROOM
50 SF
WELLNESS ROOM
125 SF
CB OFFICE 7
126 SF
CB OFFICE 8
80 SF
HALLWAY
81 SF
NER
62 SF
ELEC. ROOM
25 SF
MECH. SHAFT
LONGEST DIAGONAL = 98' - 8"
EXIT SEPARATION = 60' - 11"
COMMON PATH
OF EGRESS = 63' - 3"
40 SF
ELEVATOR EQUIP.
64 SF
MECH. SHAFT
23 SF
CHASE
POINT B
EXIT ACCESS = 92'-7"
FROM POINT B TO STAIR 2
PH
002
002
002
002
OCCUPANCY LEGEND
1:150 1:300
NET/GROSS
AREA
EXCLUSION
Job No.
Owner Approval
Scale
DELTA ISSUE DATE DESCRIPTION
As indicated
6/5/2024 3:55:54 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A00.11
EGRESS & LIFE SAFETY
KEYNOTES
OCCUPANCY SCHEDULE
PLUMBING COUNTS
EXIT COMPONENT SCHEDULE
LEVEL 1
NUMBER NAME
OCCUPANCY
GROUP SPACE FUNCTION AREA
PLUMBING
OCCUPANCY
LOAD
FACTOR
PLUMBING
OCCUPANT
LOAD
CALCULATED
OCCUPANT
LOAD
FACTOR
OCCUPANT
LOAD
100 VESTIBULE B BUSINESS 145 SF 150 1.0 150 1
101 24 HR VESTIBULE B BUSINESS 189 SF 150 1.3 150 2
102 ATM ROOM B ACCESSORY
STORAGE/MECH.
EQUIPMENT
274 SF 300 0.9 300 1
103 CENTRAL ZONE B BUSINESS 1,000 SF 150 6.7 150 7
104 WAITING B BUSINESS 472 SF 150 3.1 150 4
105 STAIR 2 B BUSINESS 203 SF 150 1.4 150 2
106 JANITOR'S CLOSET B ACCESSORY
STORAGE/MECH.
EQUIPMENT
43 SF 300 0.1 300 1
107 ME OFFICE 1 B BUSINESS 120 SF 150 0.8 150 1
108 ME OFFICE 2 B BUSINESS 120 SF 150 0.8 150 1
109 CL OFFICE 3 B BUSINESS 120 SF 150 0.8 150 1
110 SB OFFICE 4 B BUSINESS 120 SF 150 0.8 150 1
111 CBSB OFFICE 5 B BUSINESS 109 SF 150 0.7 150 1
112 CBCL OFFICE 6 B BUSINESS 107 SF 150 0.7 150 1
113 ELEVATOR B BUSINESS 81 SF 150 0.5 150 1
115 STAIR 1 B BUSINESS 198 SF 150 1.3 150 2
116 FIRE RISER ROOM B ACCESSORY
STORAGE/MECH.
EQUIPMENT
82 SF 300 0.3 300 1
117 ELECTRICAL
ROOM
B ACCESSORY
STORAGE/MECH.
EQUIPMENT
85 SF 300 0.3 300 1
118 UNOCCUPIED
AREA
B BUSINESS 61 SF 0 150 1
TOTAL: 3,527 SF 21.5 30
1/4" = 1'-0" 1
LIFE SAFETY PLAN - FIRST FLOOR
1/4" = 1'-0" 2
LIFE SAFETY PLAN - SECOND FLOOR
NO. DESCRIPTION
001 PROVIDE TACTILE EXIT SIGNAGE WITH THE WORD "EXIT" ON THE LATCH SIDE OF THE DOOR. REFER TO TYPICAL SIGNAGE DETAILS FOR MOUNTING HEIGHT AND ADDITIONAL INFORMATION. 002 PROVIDE WALL MOUNTED EXIT SIGNAGE WITH THE WORDS "EXIT ROUTE" AT THIS LOCATION. REFER TO TYPICAL SIGNAGE DETAILS FOR MOUNTING HEIGHT AND ADDITIONAL INFORMATION. 004 INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY PER ANSI AND BANK STANDARDS.
LEVEL 01
EXIT
COMPONENT
CLR. EXIT
DOOR
WIDTH
DOOR EGRESS
CAPACITY
FACTOR
MAX
OCCUPANTS
ALLOWED BY
DOOR WIDTH
CLR. EXIT
STAIR
WIDTH
STAIR EGRESS
CAPACITY
FACTOR
MAX
OCCUPANTS
ALLOWED BY
STAIR WIDTH
TOTAL
CAPACITY
EGRESS
COMPONENT
NO. OF
OCCUPANTS
EXITING
EGRESS
DOOR 1
68" 0.2 340.0 43" 0.3 143.3 340 31
EGRESS
DOOR 2
34" 0.2 167.5 45" 0.3 150.0 167 32
507 63
LEVEL 02
EXIT
COMPONENT
CLR. EXIT
DOOR
WIDTH
DOOR EGRESS
CAPACITY
FACTOR
MAX
OCCUPANTS
ALLOWED BY
DOOR WIDTH
CLR. EXIT
STAIR
WIDTH
STAIR EGRESS
CAPACITY
FACTOR
MAX
OCCUPANT
S ALLOWED
BY STAIR
WIDTH
TOTAL
CAPACITY
EGRESS
COMPONENT
NO. OF
OCCUPANTS
EXITING
STAIR 1 33" 0.2 165.0 48" 0.3 160.0 160 17
STAIR 2 33" 0.2 165.0 44" 0.3 146.7 146 16
306 33
LEVEL 2
NUMBER NAME
OCCUPANCY
GROUP SPACE FUNCTION AREA
PLUMBING
OCCUPANCY
LOAD
FACTOR
PLUMBING
OCCUPANT
LOAD
CALCULATED
OCCUPANT
LOAD
FACTOR
OCCUPANT
LOAD
200 STAIR 1 B BUSINESS 209 SF 150 1.4 150 2
201 CENTRAL ZONE B BUSINESS 952 SF 150 6.3 150 7
202 CB OFFICE 7 B BUSINESS 125 SF 150 0.8 150 1
203 CB OFFICE 8 B BUSINESS 126 SF 150 0.8 150 1
204 HALLWAY B BUSINESS 154 SF 150 1.0 150 2
205 CALLING CUBES B BUSINESS 369 SF 150 2.5 150 3
206 CSR B BUSINESS 306 SF 150 2.0 150 3
207 WORK ROOM B BUSINESS 214 SF 150 1.4 150 2
208 STAIR 2 B BUSINESS 178 SF 150 1.2 150 2
209 MEN'S RESTROOM B BUSINESS 137 SF 150 0.9 150 1
210 WOMEN'S
RESTROOM
B BUSINESS 133 SF 150 0.9 150 1
211 BREAKROOM B BUSINESS 189 SF 150 1.3 150 2
212 WELLNESS ROOM B BUSINESS 50 SF 150 0.3 150 1
213 ELEVATOR B BUSINESS 78 SF 150 0.5 150 1
214 ELEVATOR EQUIP. B ACCESSORY
STORAGE/MECH.
EQUIPMENT
40 SF 300 0.1 300 1
215 HALLWAY B BUSINESS 80 SF 150 0.5 150 1
216 ELEC. ROOM B BUSINESS 62 SF 300 0.2 300 1
217 NER B BUSINESS 81 SF 300 0.3 300 1
218 MECH. SHAFT X NET/GROSS AREA
EXCLUSIONS
25 SF 0 0
219 MECH. SHAFT X NET/GROSS AREA
EXCLUSIONS
64 SF 0 0
220 CHASE X NET/GROSS AREA
EXCLUSIONS
23 SF 0 0
TOTAL: 3,595 SF 22.6 33
PLUMBING FIXTURES REQUIREMENTS FOR OCCUPANT LOAD OF
WATERCLOSETS LAVATORIES
REQ. PROV. REQ. PROV.
M F M M F M F
REQ.
DRINKING FOUNTAINS
PROV.
OCC. CPC TABLE 422.1
OCC. URINALS
REQ. PROV.
F
TYPE:B
SERVICE SINK
REQ. PROV.
(OCC/2) 1 2 1 2 1 1 1 1 1 1 1 1 HI-LO 1 1
M=22
F=22
44 1 ISSUED FOR SD 90% REVIEW 09.25.2023
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
DN
TRASH RECEPTACLE
NEW BOLLARD
FIRE HYDRANT
POLE MOUNTED LIGHT FIXTURE
PROPERTY LINE
POLE MOUNTED SIGN
EXISTING TREE
SETBACK
NEW TREE
EASEMENT
ACCESSIBLE PATH OF TRAVEL
NEW OR EXISTING
LANDSCAPING: SEE
LANDSCAPE
ACCESSIBLE PARKING STALL:
REFER TO CIVIL DRAWINGS
FOR FURTHER INFORMATION
NEW BICYCLE RACK
PARKING STRIPING: REFER
TO CIVIL DRAWINGS FOR
FURTHER INFORMATION
DIRECTIONAL
ARROW
LOW EMITTING & FUEL
EFFICIENT VEHICLE PARKING
LEFEV
NEW ASPHALTIC
CONCRETE PAVING:
SEE CIVIL
NEW CONCRETE
PAVING: SEE CIVIL
EASEMENT ZONE:
SEE CIVIL
PROPOSED TWO STORY BUILDING 7,552 SF
JACKSON DRIVE
F
L
E
T
C
H
E
R
P
A
R
KWAY
DO NOT ENTER
SOUTHWEST
P
ROPERTY
LI
N
E
TO
CENTERLI
N
E
OF
JACKSON
DRIVE
64 '-4
1 /2
"
LEFEV
LEFEV
PARCEL A
PM 17319
18'-0" TYP.
021
022
023
024
025
050
028
029
035
035
035
042
042
042
042
042
031
11'-6"
11'-6"
5'
-0"
CL
CL
NORTHWEST PROPERTY LINE TO CENTERLINE OF FLETCHER PARKWAY 62'-9"
7'-7 1/2"
4'-0"
2 9'-
8 1
/2
"
1 42.53' S
O
U
T
H
EAST
B
O
U
N
DA
RY
197.10' NORTHEAST BOUNDARY
SAN
D
I
E
G
O
&
AR
I
ZO
N
A
EAST
E
R
N
RA
I
LWAY
TYP.
88 116
6'-0"
049
048
6'-0"
5%
2%
051
051
051
051
057
057
057
057
057
056
055
054
053
053
053
053
053
052
052
052
052
59 .99' NORTHWEST BOUNDARY
8 4.6
7' N
O
R
T
H
B
O
U
N
D
A
R
Y
153.60' SOUTHWEST BOUNDARY
6'-8 5/8"
5'
-4 1/4"
4'-5"
5'-11 1/8"
9'
-4 1/2"
3'-2
3/8
"
8'-11"
3%
10'-4 1/8"
Job No.
Owner Approval
Scale
DELTA ISSUE DATE DESCRIPTION
As indicated
6/5/2024 3:56:11 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A00.60
ARCHITECTURAL SITE PLAN
SHEET NOTES
1. PROPERTY LINES, UTILITIES, EASEMENTS, DIMENSIONS, ELEVATIONS, AND RELATED INFORMATION SHOWN IS TAKEN FROM SITE SURVEY PREPARED BY OWNER'S OR LANDLORD'S REPRESENTATIVE. ARCHITECT OF RECORD RELIES ON
THE ACCURACY AND COMPLETENESS OF THE INFORMATION SHOWN BUT DOES NOT ACCEPT RESPONSIBILITY FOR INFORMATION PROVIDED BY OTHERS.
2. CALL 48 HOURS BEFORE YOU DIG. NATIONAL HOTLINE: 811.
3. CONTRACTORS SHALL INSTALL EROSION AND SEDIMENTATION CONTROL (ESC) PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. CONTRACTOR SHALL VERIFY ESC REQUIREMENTS WITH LOCAL JURISDICTION. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION.
4. CONTRACTORS SHALL USE DUST CONTROL MEASURES DURING DRY WEATHER.
5. CONTRACTORS SHALL REFERENCE OWNER'S GEOTECHNICAL REPORT FOR SUBSURFACE SOIL CONDITIONS PRIOR TO BIDDING AND EXECUTION OF WORK. THIS REPORT IS NOT MADE PART OF THESE CONTRACT DOCUMENTS, HOWEVER IT SHALL SERVE AS COMPLEMENTARY AND SUPPLEMENTAL INFORMATION.
6. SITE INFORMATION ON ARCHITECTURAL SITE PLAN IS COMPLEMENTARY TO ALL OTHER DISCIPLINES INCLUDING CIVIL.
DUPLICATION OF INFORMATION IS NOT INTENDED. WHERE DISCREPANCIES OCCUR, NOTIFY ALL PARTIES IN WRITING, INCLUDING AT MINIMUM BUT NOT LIMITED TO: OWNER, LANDLORD, ARCHITECT, AND CIVIL ENGINEER OF RECORD.
7. REFER TO CIVIL DRAWINGS FOR ADDITIONAL DIMENSIONS AND INFORMATION, LAYOUT, STRIPING, PAVING, AND ALL SITE CURB RADIUS DIMENSIONS AND DIMENSIONS NOT SHOWN ON ARCHITECTURAL SITE PLAN.
8. REFER TO CIVIL DRAWINGS FOR SITE ACCESSIBILITY PATH OF TRAVEL ELEMENTS INCLUDING BUT NOT LIMITED TO:
CURB RAMPS, RUNNING SLOPES, CROSS SLOPES, PARKING STALL SIGNAGE, PAVING STRIPING, AND TRUNCATED DOME PAD LOCATIONS AND CRITERIA.
9. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION ITEMS, INCLUDING BUT NOT LIMITED TO: LOCATION(S) OF AND CRITERIA FOR SITE LIGHTING, UTILITY POINTS OF CONNECTION, BOLLARD AND SIGNAGE DETAILS.
10. PROVIDE CONTROL JOINTS SPACED APPROXIMATELY 5'-0" O.C., TYP. AND APPROXIMATELY 10'-0" O.C. EACH WAY FOR LARGER SLABS UNLESS OTHERWISE NOTED.
11. PAINT PARKING CURBS AND RAMPS WITH CONTRASTING COLOR (YELLOW OR RED) TO HIGHLIGHT ELEVATION CHANGES FOR PEDESTRIANS.
12. PAINT OR INDICATE FIRE LANE CURB(S) PER JURISDICTIONAL REQUIREMENTS. REFER TO CIVIL.
13. SHRUBBERY AND SMALL PLANTINGS NOT DEPICTED ON THIS PLAN. REFER TO LANDSCAPE FOR ADDITIONAL INFORMATION.
TRUE
SITE PLAN LEGEND
1" = 10'-0"
1 ARCHITECTURAL SITE PLAN
NO. DESCRIPTION
021 FLAG POLE, GROUND MOUNTED ON CONCRETE FOOTING WITH LIGHT ON TOP. REFER TO CIVIL DRAWINGS. 022 36" HIGH X 6" SCHEDULE 80 BOLLARDS AT PARKING SPACES AND BETWEEN PARKING SPACES, REFER TO CIVIL DRAWINGS.
023 BIKE RACKS (24" TO 36" BETWEEN EACH RACK) REFER TO CIVIL DRAWINGS. 024 REFER TO CIVIL DRAWINGS FOR SITE PAVING STRIPING AND MARKING DETAILS AND DIMENSIONS. 025 POLE MOUNTED ACCESSIBLE PARKING TYPE A SIGNAGE. REFER TO CIVIL DRAWINGS FOR DETAILS AND DIMENSIONS.
028 LOW EMITTING AND FUEL EFFICENT PARKING TYPE B SIGN. REFER TO CIVIL DRAWINGS FOR FURTHER INFORMATION.
029 AVOID CONTROL JOINTS WITHIN THE ENTRY DOOR OPENING. 031 EXTERIOR TRASH RECEPTACLE. REFER TO CIVIL DRAWINGS FOR FURTHER INFORMATION. 035 EXTENT OF BUILDING CANOPY (ABOVE).
042 CONCRETE WALKWAY. REFER TO CIVIL DRAWINGS FOR FURTHER INFORMATION. 048 DESIGNATED FUTURE TRASH ENCLOSURE LOCATION (DASHED): NOT IN SCOPE FOR THIS PROJECT. 049 FUTURE CURB AND PAVING AREA DESIGNATED CONFIGURATION FOR FUTURE TRASH ENCLOSURE (DASHED): NOT IN SCOPE FOR THIS PROJECT.
050 PROVIDE TRUNCATED DOME PAD AT ACCESSIBLE RAMP. REFER TO CIVIL. 051 PORTION OF STORM DRAIN, STREET LIGHT, AND TRAFFIC SIGNAL EASEMENT GRANTED TO CITY OF LA MESA. REFER TO CIVIL FOR ADDITIONAL INFORMATION.
052 NEW RETAINING WALL: REFER TO CIVIL.
053 NEW PCC RIBBON GUTTER: REFER TO CIVIL.
054 DESIGNATED EXTERIOR AREA FOR ASSISTED RESCUE. PER 2022 CBC §1009.7. 055 RELOCATED MONUMENT SIGN UNDER SEPARATE PERMIT.
056 EXISTING SIGNAGE.
057 UTILITY EASEMENT RESERVED BY CITY OF LA MESA AND HELIX WATER DISTRICT. REFER TO CIVIL FOR ADDITIONAL INFORMATION.
REQUIRED:
PROPOSED BANK BUILDING 7,552 SF X 1/300 SF = 25.17 ROUNDED TO 26 26 FRAZIER FARMS (EXISTING) 31,379 SF X 1/250 SF = 125.52 ROUNDED TO 126 126 TOTAL REQUIRED 152
PROVIDED:
PARKING PROVIDED 170
ACCESSIBLE STALLS PROVIDED 8 (INCLUDED IN PROVIDED)
PARKING SUMMARY
KEYNOTES
1 ISSUED FOR SD 90% REVIEW 09.25.2023
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
4 ISSUED FOR DD_60 12.22.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
ALIGN
ALIGN
3'-11" 2'-3 1/4"
(3) EQ. SECTIONS
13'-5 7/8" 2'-2 3/4" 3'-11" 11 1/2" 8'-0" R.O. 2'-3 3/4" 8'-0" R.O. 2'-3 3/4" 8'-0" R.O. 2'-3 3/4" 8'-0" R.O. 1'-4 1/2" 24'-2 7/8" 7'-6" HOLD 4" 7'-6" HOLD 4" 7'-6" HOLD 4" 7'-6" HOLD 4" G1 G1 G1 R2
G1 G1 G1 G1
5'-9"
VESTIBULE
100
24 HR
VESTIBULE
101
ATM
ROOM
102
85 SF
ELECTRICAL
ROOM
117
CB
OFFICE 5
111
STAIR 1
115
ELEVATOR
113
SB
OFFICE 4
110
CL
OFFICE 3
109
ME
OFFICE 2
108
ME
OFFICE 1
107
STAIRS 2
105
WAITING
104
CENTRAL
ZONE
103
R2
100
100A
101A
MW18
8'-11 1/4" 9'-2 5/8" 3'-11" 11'-3 1/4" 5'-2" 3'-11"
14'-1 3/4"
102
110109108107
113
115A
115
17'-9" 8 5/8" 3'-0" 3'-5 3/8" 5'-0" 3'-6" 5'-0" 4'-1 5/8" A*
R2
G2
G1
B*
B*
B*
6'-6" 10 3/8"
FINISHED OPENING
13'-1 5/8" HOLD 10 3/8"
10 3/8" 7'-0 1/4" 6'-0" 6'-10 1/4"
DAY 1
ATM
DAY 1
ATM
DAY 1
ND
B2
R2
B*
11'-4 3/8"
EW3
F1
A09.11
1 A09.11 2
A09.12
1 2 A09.12
01 A08.05 02
A08.05
03 04
05 A08.05
07 06
A08.05 10
08 09
02 A08.08 04
03 01
A08.08
05 06
07 08 A08.08 12
09 10
11 A08.08 16
13 14
15 A08.09
04 A08.09
08 01
02 03
06 07 05
A B C D E F G
1 2
3 4
5 6
G2
101
16'-5 1/2"
(2) EQ SECTIONS
11'-2 1/8" 30'-3 3/4" 15'-2 3/8" 5'-7 7/8" 6'-0" 5'-8 7/8" 3'-10" 9'-4 5/8" 9'-7 1/4" 8'-4" 11'-6 1/4" 1'-0 1/2"
11'-4 3/8"
4'-2 3/8" 4'-6"
CL
5 7/8" 1'-8"
8'-11 1/8"
B1
CB
OFFICE 6
112
82 SF
FIRE
RISER
ROOM
116
CL
9'-3 3/8"
116
117
EW3
G2*
G2*
224
9'-9 5/8" 9'-9 5/8" 9'-8 1/2"
TYP.
238
236
F1
9'-7"
A08.11
08 EW3
EW9
EW8
EW9 EW9
EW1
EW8
EW1
9'-6 1/2" 15'-0" 20'-7 3/4" 29'-7 1/2" 14'-11 1/4" 1'-9" 91'-6"
39'-10 5/8"
7'-3 1/2"
118
1'-6"
A08.02
01 A08.03
01 G2
G1
W2
W3 W3 W3 W3
W4 W4 W4 W1
W5
W1
B*
B*
EW9
BELOW
EW1
BELOW
B*
EW3
EW3
A12.41
A09.50 07
03 A09.50
05 A12.40
01 A09.50
06 03
A09.30
_________ _______
03 A09.31
_________ _______
01 A09.30
_________ _______
04 A09.30
_________ _______
01 A09.31
_________ _______
02 A09.31
_________ _______
1 A09.22
_______ _________
1 A09.22
_______ _________
1 A09.21
_______ _________
1 A09.21
_______ _________
2 A09.22
_______ _________
2 A09.22
_______ _________
02 A09.30
_________ _______
2 A09.21
_______ _________
2 A09.21
_______ _________
1'-11 7/8"
6 5/8"
CL 2'-6" 2'-6"
CL 2'-6" 2'-6"
1'-0 3/8"
2'-7 5/8"
1'-0 7/8"
1'-9"
1'-9 1/8"
2'-3 3/4"
CL
1'-6"
8"
11'-4 5/8"
5'-7"
7'-11"
19'-2 3/8"
17'-5"
MW01
10 3/8"
H1
H1
H1
H1
8'-7 1/2" 6 1/8" 8'-8"
114
JANITOR'S
CLOSET
106
MW06A
A*
A09.01
1 A09.01 2
A09.02
1 2 A09.02
101
A1
EW1
EW3
12'-2" AFG
MW11
TRANSITION HEIGHT
EXTERIOR WALL TAG (UPPER PORTION)
EXTERIOR WALL TAG (LOWER PORTION)
GLAZING TAG
SLAB EDGE (RED): REFER TO STRUCTURAL
EXTERIOR WALL: REFER TO
TYPICAL ASSEMBLY DETAILS
EXTERIOR GLAZING: REFER TO GLAZING
SCHEDULE AND ELEVATIONS
PARTITION TAG
PARTITION: REFER TO PARTITION
SCHEDULE AND ASSEMBLY DETAILS
DOOR TAG: REFER TO DOOR SCHEDULE
DOOR
DOOR CLEARANCE (DASHED)
PARTITION WITH INTEGRAL KEVLAR:
REFER TO PARTITION SCHEDULE AND
ASSEMBLY DETAILS
MILLWORK TAG
MILLWORK: PROVIDE BLOCKING AS
REQUIRED. REFER TO CONSTRUCTION
PLAN GENERAL NOTES AND MILLWORK
GENERAL NOTES.
W1
ONE-HOUR RATED PARTITION OR
SHAFTWALL: REFER TO TYPICAL
ASSEMBLIES
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
1/4" = 1'-0"
6/5/2024 3:56:16 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A02.01
FIRST FLOOR - CONSTRUCTION
PLAN
KEYNOTES
NO. DESCRIPTION
224 PROVIDE F.R.T. IN-WALL BLOCKING AT MONITOR MOUNT. COORDINATE PER PRODUCT MANUFACTURER'S RECOMMENDATIONS.
236 PROVIDE COMPLETE SEALANT AT ALL TOP OF PARTITIONS AT THE METAL DECK ELEVATION. 238 RED LINE DENOTES EDGE OF SLAB.
MILLWORK
NUMBER NAME DESCRIPTION
MW01 PRINTER CABINET CABINET WITH SHELVES ON GUIDES (PL-7) MW06A JANITOR'S CLOSET ADJUSTABLE SHELVES ON STANDARDS
MW07 UNIVERSAL CALL CUBE BASE CABINET, 1'-3" DEEP UPPER CABINET (PROVIDE BACKSPLASH & SIDESPLASH) MW08 BREAKROOM BASE CABINET WITH SINK
MW09 TELLER OPERATION SPECIALIST BASE CABINET AND UPPER CABINET (COUNTER, BACKSPLASH & SIDESPLASH) MW11A TELLER WORK COUNTER BASE CABINET (PROVIDE BACKSPLASH AND SIDESPLASH) MW12 TELLER WORKROOM BASE CABINET, 1'-3" DEEP UPPER CABINET (PROVIDE BACKSPLASH & SIDESPLASH) MW13 WORK ROOM CASH VAULTS SHELVING AND SURROUND, (PL-7) MW18 ATM ROOM BASE CABINET AND 1'-3" DEEP MELAMINE SHELVES
ARCHITECTURAL MILLWORK SCHEDULE
1/4" = 1'-0" 1
FIRST FLOOR CONSTRUCTION PLAN
LEGEND SHEET NOTES
1. REFER TO A00.00, A00.01, A00.40, A00.50 AND A00.51 FOR ADDITIONAL NOTES, ABBREVIATIONS AND SHCEDULES.
2. REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR SLAB ASSEMBLY AND REINFORCEMENT CRITERIA AND DETAILS.
3. REFER TO CIVIL AND MEP DRAWINGS AND SPECIFICATIONS FOR UTILITY POINTS OF CONNECTION AND COORDINATE WHERE CONSTRUCTION AS INDICATED ON THIS PLAN IS AFFECTED.
4. PROVIDE TYPE 'X' GYPSUM BOARD AT FIRE RATED PARTITIONS.
5. PROVIDE INSULATION FOR FULL DEPTH OF STUD OF TYPE FOR ALL PARTITIONS UNLESS OTHERWISE NOTED: REFER TO PARTITION ASSEMBLY DETAILS. AT RATED PARTITIONS, PROVIDE NON-COMBUSTIBLE, MINERAL WOOL, OR OTHER EQUIVALENT INSULATION APPROVED IN PROJECT JURISDICTION.
6. REFER TO A00.21 FOR EXTERIOR ASSEMBLY DETAILS. REFER TO STRUCTURAL FOR SLAB, ROOF, AND CFMF AND EXTERIOR FRAMING CRITERIA AND DETAILS.
7. REFER TO A00.30 FOR LIGHT GAUGE FRAMING BASIS OF DESIGN DETAILS.
8. REFER TO A00.31 FOR INTERIOR PARTITION SCHEDULE AND ASSEMBLIES, INCLUDING EXTENTS OF FRAMING AND FINISHES.
9. FIRE SAFE PENETRATIONS AT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY.
10. PROVIDE F.R.T. BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNTED EQUIPMENT.
11. PROVIDE CONTINUOUS METAL CORNER BEAD AT EXPOSED GYPSUM BOARD CORNERS.
12. DIMENSIONS REPORTED FROM EXTERIOR GLAZING/STOREFRONTS ARE TAKEN FROM THE INTERIOR FACE OF THE VERTICAL MULLION.
13. G.C. SHALL COORDINATE WORK WITH HVAC, MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL DRAWINGS AND
REPORT TO THE ARCHITECT AND OWNER IN WRITING IF ANY DISCREPANCIES ARE FOUND NECESSITATING CORRECTION OR ADJUSTMENT PRIOR TO THE START OF THE WORK. NO ALLOWANCE WILL BE MADE FOR INCREASED COST DUE TO THE CONTRACTOR'S FAILURE TO COORDINATE.
14. MARKING AND IDENTIFICATION OF PARTITIONS: WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING
OR ATTIC SPACE, FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, OR ANY OTHER WALL
OR PARTITION REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS, PERMANENTLY IDENTIFY THE ITEM WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. LOCATE IDENTIFICATION WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION. PROVIDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING BASED ON LOCAL JURISDICTIONAL REQUIREMENTS. REFER TO PARTITION SCHEDULE, PLAN, AND LEGEND TO IDENTIFY APPLICABLE PARTITIONS.
15. REFER TO REFLECTED CEILING PLAN FOR SOFFIT AND CEILING HEIGHTS.
16. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB UNLESS OTHERWISE NOTED. LOCATE DOOR OPENINGS 4" FROM FINISHED FACE OF ADJACENT PARTITION WHERE DIMENSIONS ARE NOT PROVIDED, UNLESS OTHERWISE NOTED.
17. VERIFY ALL EQUIPMENT WITH VENDOR.
18. PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM BOARD AT TILED PARTITIONS AND WET AREAS. REFER TO PARTITION SCHEDULE AND ASSEMBLY DETAILS.
TRU
E
1 ISSUED FOR SD 90% REVIEW 09.25.2023
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
DN
DN
ALIGN
ALIGN
ALIGN
ALIGN
9'-11" 9'-11 1/2"
6'-3 3/4" 2'-9 1/2"
16'-6 1/2"
(2) EQ SECTIONS
11'-1 1/8" 1'-0"
(5) EQ SECTIONS
28'-3 3/4" 1'-0"
(2) EQ SECTIONS
11'-4 3/8"
CLEAR
25'-6" 6'-1" 5'-5 1/2"
12'-0"
11'-4"
WORK
ROOM
207 CALLING
CUBES
205
MEN'S
RESTROOM
209
WOMEN'S
RESTROOM
210
BREAKROOM
211
CB
OFFICE 8
203
CB
OFFICE 7
202
NER
217
ELEC.
ROOM
216
HALLWAY
215
CENTRAL
ZONE
201
CSR
206
24'-11 1/2" 25'-6 1/2"
BT*
B1T
B1T
R1
A1K
A1K
A1
A2K
A1K
A1K
A1
G1
G1
G1
B1
B1
R1
B1*
R2
G1
203
202
204
209
208
206
205
207
200
STAIR 1
200
5'-7 5/8"
8" 7'-6" HOLD 4'-9" 7'-6" HOLD
5 3/4"
4'-7"
223
239
MW12
MW11A
MW09
MW07
EW3
22' - 6" AFG
EW3
A09.11
1 A09.11 2
A09.12
1 2 A09.12
A08.09
10 A08.09
16 11 09
12 13
14 15
A08.06
01 02
A08.07
05 A08.07
04 A08.06
06 A08.06
A08.06
04 A08.07
08 06
07 01
02 03
09 05
DBD
DN200
MICRO ATM
ELEVATOR
213
A B C D E F G
1 2
3 4
5 6
07 ACCESSIBLESTANDARDSTANDARDMERCHANT
213
A1
B1
COORDINATE CLEAR OPENING WITH BANK VENDOR
20'-0 7/8" HOLD
229
7'-4 1/2"
WELLNESS
ROOM
212
7'-11"
A1
217
B1
HALLWAY
204
STAIRS 2
208
13 HOLD
5'-1"
214
212
210
BT*
B1T
215
BMA51500 OR BMA5101
2'-0" 6'-7"
CLR. HOLD
3'-5"
2'-7 1/2"
3'-1 1/2"
6'-4 7/8"
A08.06 03
12'-5 1/4"
B1
B1T
225
227
227
236
236
9'-8 1/4"8'-0 3/8"
LINE OF CANOPY BELOW
A08.10
01 08
211
TECH 1 TECH 2
9'-6 1/2" 15'-0" 20'-7 3/4" 29'-7 1/2" 14'-11 1/4" 1'-9" 91'-6"
1'-0 1/2" 11'-6 1/4" 8'-4" 9'-7 1/4" 9'-4 5/8"
39'-10 5/8"
30' - 4" AFG
EW1
EW8
21' - 2" AFG
30' - 4" AFG
EW1
EW8
22' - 6" AFG
30' - 4" AFG
EW1
22' - 6" AFG
EW3
30' - 4" AFG
EW1 EW8
22' - 6" AFG
30' - 4" AFG
EW1
22' - 6" AFG
EW3
B2T
A08.03
02 A08.02
02 216
1'-3 9/32"
W4
7'-11 1/8"
17'-3 3/4" R.O. 1'-7"
1'-2 1/2" 8'-0" R.O. 2'-3 3/4" 8'-0" R.O. 2'-3 3/4" 8'-0" R.O. 2'-3 3/4" 8'-0" R.O. 03 A09.30
_________ _______
03 A09.31
_________ _______
01 A09.30
_________ _______
04 A09.30
_________ _______
01 A09.31
_________ _______
02 A09.31
_________ _______
1 A09.22
_______ _________
1 A09.22
_______ _________
1 A09.21
_______ _________
1 A09.21
_______ _________
2 A09.22
_______ _________
2 A09.22
_______ _________
02 A09.30
_________ _______
2 A09.21
_______ _________
2 A09.21
_______ _________
11'-5 1/2"
2'-3"
3'-3 1/4"
2'-2 1/2"
4'-6 1/4"
16'-1 1/2"
1'-8 1/2"
3'-3 7/8" 1'-8 1/2"
CL 5 1/2"
15'-1"
6'-5 3/8"
12'-0 5/8"
A08.01
1 ELEV.
MACHINE
ROOM
214
A09.01
1 A09.01 2
A09.02
1 2 A09.02
7'-11" 5'-9" 6'-3 1/8"
5'-9"
FEC-1
MW01
101
A1
EW1
EW3
12'-2" AFG
MW11
TRANSITION HEIGHT
EXTERIOR WALL TAG (UPPER PORTION)
EXTERIOR WALL TAG (LOWER PORTION)
GLAZING TAG
SLAB EDGE (RED): REFER TO STRUCTURAL
EXTERIOR WALL: REFER TO
TYPICAL ASSEMBLY DETAILS
EXTERIOR GLAZING: REFER TO GLAZING
SCHEDULE AND ELEVATIONS
PARTITION TAG
PARTITION: REFER TO PARTITION
SCHEDULE AND ASSEMBLY DETAILS
DOOR TAG: REFER TO DOOR SCHEDULE
DOOR
DOOR CLEARANCE (DASHED)
PARTITION WITH INTEGRAL KEVLAR:
REFER TO PARTITION SCHEDULE AND
ASSEMBLY DETAILS
MILLWORK TAG
MILLWORK: PROVIDE BLOCKING AS
REQUIRED. REFER TO CONSTRUCTION
PLAN GENERAL NOTES AND MILLWORK
GENERAL NOTES.
W1
ONE-HOUR RATED PARTITION OR
SHAFTWALL: REFER TO TYPICAL
ASSEMBLIES
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
1/4" = 1'-0"
6/5/2024 3:56:20 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A02.02
SECOND FLOOR -
CONSTRUCTION PLAN
1/4" = 1'-0" 1
SECOND FLOOR CONSTRUCTION PLAN
KEYNOTES
NO. DESCRIPTION
223 ROOF ACCESS LADDER (REFER TO ROOF PLAN FOR LOCATION OF ROOF ACCESS HATCH ABOVE). 225 PROVIDE 4" HIGH PRECAST CONCRETE PAD FOR THE CENTRAL INVERTER, COORDINATE LOCATION WITH THE ELECTRICAL DRAWINGS.
227 PROVIDE 3/4" F.R.T. PLYWOOD BACKER BOARD TO 8'-0" ABOVE FINISHED SLAB. PAINT PLYWOOD PER FINISH PLAN (DO NOT PAINT OVER LABEL INDICATING FIRE RETARDANT QUALITY). RECESS ALL WALL POWER/DATA OUTLETS FLUSH WITHIN PLYWOOD PANELS.
229 WELLNESS ROOM SIGNAGE BY SIGNAGE VENDOR.
236 PROVIDE COMPLETE SEALANT AT ALL TOP OF PARTITIONS AT THE METAL DECK ELEVATION. 239 G.C. TO COORDINATE HOLD DIMENSION WITH OWNER VENDOR CSR LINE SHOP DRAWINGS.
MILLWORK
NUMBER NAME DESCRIPTION
MW01 PRINTER CABINET CABINET WITH SHELVES ON GUIDES (PL-7) MW06A JANITOR'S CLOSET ADJUSTABLE SHELVES ON STANDARDS
MW07 UNIVERSAL CALL CUBE BASE CABINET, 1'-3" DEEP UPPER CABINET (PROVIDE BACKSPLASH & SIDESPLASH) MW08 BREAKROOM BASE CABINET WITH SINK
MW09 TELLER OPERATION SPECIALIST BASE CABINET AND UPPER CABINET (COUNTER, BACKSPLASH & SIDESPLASH) MW11A TELLER WORK COUNTER BASE CABINET (PROVIDE BACKSPLASH AND SIDESPLASH) MW12 TELLER WORKROOM BASE CABINET, 1'-3" DEEP UPPER CABINET (PROVIDE BACKSPLASH & SIDESPLASH) MW13 WORK ROOM CASH VAULTS SHELVING AND SURROUND, (PL-7) MW18 ATM ROOM BASE CABINET AND 1'-3" DEEP MELAMINE SHELVES
ARCHITECTURAL MILLWORK SCHEDULE LEGEND SHEET NOTES
1. REFER TO A00.00, A00.01, A00.40, A00.50 AND A00.51 FOR ADDITIONAL NOTES, ABBREVIATIONS AND SHCEDULES.
2. REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR SLAB ASSEMBLY AND REINFORCEMENT CRITERIA AND DETAILS.
3. REFER TO CIVIL AND MEP DRAWINGS AND SPECIFICATIONS FOR UTILITY POINTS OF CONNECTION AND COORDINATE WHERE CONSTRUCTION AS INDICATED ON THIS PLAN IS AFFECTED.
4. PROVIDE TYPE 'X' GYPSUM BOARD AT FIRE RATED PARTITIONS.
5. PROVIDE INSULATION FOR FULL DEPTH OF STUD OF TYPE FOR ALL PARTITIONS UNLESS OTHERWISE NOTED: REFER TO PARTITION ASSEMBLY DETAILS. AT RATED PARTITIONS, PROVIDE NON-COMBUSTIBLE, MINERAL WOOL, OR OTHER EQUIVALENT INSULATION APPROVED IN PROJECT JURISDICTION.
6. REFER TO A00.21 FOR EXTERIOR ASSEMBLY DETAILS. REFER TO STRUCTURAL FOR SLAB, ROOF, AND CFMF AND EXTERIOR FRAMING CRITERIA AND DETAILS.
7. REFER TO A00.30 FOR LIGHT GAUGE FRAMING BASIS OF DESIGN DETAILS.
8. REFER TO A00.31 FOR INTERIOR PARTITION SCHEDULE AND ASSEMBLIES, INCLUDING EXTENTS OF FRAMING AND FINISHES.
9. FIRE SAFE PENETRATIONS AT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY.
10. PROVIDE F.R.T. BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNTED EQUIPMENT.
11. PROVIDE CONTINUOUS METAL CORNER BEAD AT EXPOSED GYPSUM BOARD CORNERS.
12. DIMENSIONS REPORTED FROM EXTERIOR GLAZING/STOREFRONTS ARE TAKEN FROM THE INTERIOR FACE OF THE VERTICAL MULLION.
13. G.C. SHALL COORDINATE WORK WITH HVAC, MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL DRAWINGS AND
REPORT TO THE ARCHITECT AND OWNER IN WRITING IF ANY DISCREPANCIES ARE FOUND NECESSITATING CORRECTION OR ADJUSTMENT PRIOR TO THE START OF THE WORK. NO ALLOWANCE WILL BE MADE FOR INCREASED COST DUE TO THE CONTRACTOR'S FAILURE TO COORDINATE.
14. MARKING AND IDENTIFICATION OF PARTITIONS: WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING
OR ATTIC SPACE, FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, OR ANY OTHER WALL
OR PARTITION REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS, PERMANENTLY IDENTIFY THE ITEM WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. LOCATE IDENTIFICATION WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION. PROVIDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING BASED ON LOCAL JURISDICTIONAL REQUIREMENTS. REFER TO PARTITION SCHEDULE, PLAN, AND LEGEND TO IDENTIFY APPLICABLE PARTITIONS.
15. REFER TO REFLECTED CEILING PLAN FOR SOFFIT AND CEILING HEIGHTS.
16. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB UNLESS OTHERWISE NOTED. LOCATE DOOR OPENINGS 4" FROM FINISHED FACE OF ADJACENT PARTITION WHERE DIMENSIONS ARE NOT PROVIDED, UNLESS OTHERWISE NOTED.
17. VERIFY ALL EQUIPMENT WITH VENDOR.
18. PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM BOARD AT TILED PARTITIONS AND WET AREAS. REFER TO PARTITION SCHEDULE AND ASSEMBLY DETAILS.
TRU
E
1 ISSUED FOR SD 90% REVIEW 09.25.2023
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
261
A B C D E F G
1 2
3 4
5 6
262
266
267
260
260
TYP.
261
TYP. 268
268
268
264
264
264
9'-11 7/8"
3045 mm
01 A09.60
_______ _________
02 A09.60
_______ _________
06 A09.60
_______ _________
01 A09.61
_______ _________
02 A09.60
_______ _________
10 A09.60
_______ _________
08 A09.60
_______ _________
A09.50
07 A09.50
09 01
A09.53B
_______ _________
03 A09.53B
_______ _________
03 A09.53B
_______ _________
03 A09.53B
_______ _________
01 A09.53B
_______ _________
02 A09.53B
_______ _________
02 A09.53B
_______ _________
02 A09.53B
_______ _________
02 A09.53B
_______ _________
02 A09.53B
_______ _________
03 A09.60
_______ _________
260
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN.
7/16" / 1'-0" MIN.
3/8" / 1'-0" MIN.
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN. 1/4" / 1'-0" MIN.
1/2" / 1'-0"
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN.
1/4" / 1'-0" MIN.
3/8" / 1'-0" MIN. 1/4" / 1'-0"
EL. 31' - 1 1/2"
EL. 31' - 1 1/2"
EL. 31' - 1 1/2" EL. 34' - 0"
EL. 34' - 0"
EL. 34' - 0"
EL. 31' - 1 1/2"
EL. 31' - 1 1/2"
EL. 34' - 0"
EL. 34' - 0"
EL. 28' - 1" EL. 28' - 1"
EL. 34' - 0"
EL. 33' - 8 1/2"
EL. 33' - 2 1/2"
EL. 31' - 7 1/2"
7/16" / 1'-0" 1/4" / 1'-0"
EL. 28' - 1"
271
271
270
270
271
271
263
263
276
276
18'-8 1/2"
17'-3 1/2"
15'-8 1/2"
EL. 30' - 10"
EL. 34' - 0"
EL. 34' - 0"
EL. 34' - 0"
277
SHEET NOTES
1. DIMENSIONS SHOWN ARE FOR COORDINATION PURPOSES ONLY. SEE ENGINEERING DRAWINGS FOR ROOF
PENETRATION ROUGH OPENING DIMENSIONS, EDGE OF DECK DIMENSIONS AND NEW FRAMING AROUND NEW ROOF PENETRATIONS WHERE OCCUR.
2. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF MECHANICAL/ROOF MOUNTED EQUIPMENT PLATFORMS,
HOUSEKEEPING PADS, DRAIN LOCATIONS, POWER FEEDS, SEISMIC RESTRAINT AND INSTALLATION REQUIREMENTS WITH EQUIPMENT MANUFACTURER'S PRIOR TO START OF WORK.
3. COORDINATE ALL PENETRATIONS THROUGH ROOF WITH STRUCTURAL, PLUMBING, MECHANCIAL, AND ELECTRICAL.
PROVIDE ALL FLASHING AT PENETRATIONS PER SMACNA UNLESS OTHERWISE NOTED.
4. ROOF CURBS FOR ALL MECHANICAL UNITS AND EQUIPMENT TO BE FURNISHED BY M.C. AND INSTALLED AND FLASHED BY G.C. UNLESS OTHERWISE NOTED.
5. G.C. WILL COORDINATE, LOCATE, AND INSTALL DRAINS AND CURBS, ROOFING CONTRACTOR SHALL FLASH AND SEAL ALL
DRAINS, ROOF PENETRATIONS, ROOF EDGES, AND TERMINATIONS AS PART OF THIS CONTRACT ALL INCLUSIVE OF WARRANTY AS LISTED IN THE PROJECT MANUAL.
6. ROOF PLAN AND DETAILS ARE FOR GENERAL DESIGN INTENT. G.C. TO SUBMIT COMPLETE SHOP DRAWING SHOWING ALL CONSTRUCTION DETAILS AND LAYOUTS FOR A COMPLETE JOB, ADHERING TO MANUFACTURERS' WARRANTIES.
7. PROVIDE ALL TAPERS AND CRICKETS FOR PROPER POSITIVE DRAINAGE.
8. SLOPE ALL ROOF AREAS AT A MINIMUM OF 1/4" PER FOOT UNLESS NOTED OTHERWISE.
9. ALL CONCELAED WOOD BLOCKING SHALL BE PRESTERVATIVE TREATED.
10. ALL SHEET METAL APPLICATIONS SHALL BE INSTALLED PER SMACNA SEVENTH EDITION APPROVED DETAILING, INCLUDING (BUT NOT LIMITED TO); COPING, METAL WALL FLASHING, ROOF PENETRATION FLASHING, GUTTERS, GUTTER STOPS, GUTTERS, AND MISCELLANEOUS JOINTS BETWEEN SHEET METAL MEMBERS.
11. ALL RIGID INSLATION USED IN ROOF ASSEMBLIES SHALL MEET THE REQUIREMENTS OF UL 1256 AND FMG 4450.
12. METAL GAUGES SHALL COMPLY WITH ANSI/SPRI ES-I REQUIREMENTS FOR SHOP FORMED METAL COPINGS.
13. ALL OBJECTS GREATER THAN 24" IN WIDTH ACROSS SLOPE SHALL HAVE CRICKETS TO DIVERT WATER.
14. INSTALL ROOF DRAIN LEADERS, FROM DRAIN ASSEMBLY TO DRAIN CHASE, AT MAXIMUM ALLOWABLE ELEVATIONS WHILE MAINTAINING REQUIRED SLOPE.
15. ANYWHERE EXPOSED FASTENERS ARE USED IN THE ROOFING SYSTEM, COPING SYSTEM, EXPANSION JOINT SYSTEM, OR FLASHING SYSTEM, THEY SHALL UTILIZE SEALING WASHERS.
16. PROVIDE WALKWAY PADS ON ROOF FROM ROOF ACCESS POINTS TO AND AROUND MECHANICAL EQUIPMENT.
17. COORDINATE LOCATION FOR SATELLITE AS REQUIRED WITH OWNER AND VENDOR. PROVIDE DDITIONAL LAYER OF ROOF MEMBRANE UNDER SATELLITE DISH ASSEMBLY. PROVIDE GOOSENECK CONDUIT PER SATELLITE VENDORS REQUIREMENTS.
TAPERED INSULATION CRICKET
ROOF HATCH
ROOF EXHAUST FAN (REV)
ROOF TOP UNIT (RTU)
ROOF VENT (RV)
COMBINATION PRIMARY AND
OVERFLOW DRAIN ASSEMBLY
CONDENSING UNIT (CU)
PIPE PENETRATION
THROUGH-ROOF DECK GOOSENECK
PIPE PENETRATION
FALL PROTECTION ROOF TIE-OFF
PRIMARY DRAIN
OVERFLOW DRAIN
ROOF MAINTENANCE WALKPAD
SOLAR PANELS
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
As indicated
6/5/2024 3:56:25 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A02.03
ROOF PLAN
NO. DESCRIPTION
260 COMBINATION PRIMARY AND OVERFLOW DRAIN ASSEMBLY. REFER TO ROOF DETAILS AND PLUMBING DRAWINGS. 261 ACM COPING BY ACM SUPPLIER: REFER TO EXTERIOR ELEVATIONS FOR FINISH. REFER TO DETAIL(S) FOR ASSEMBLIES.
262 PROVIDE TAPERED RIGID INSULATION CRICKETS COUNTERSLOPE TO ROOF AT 1/2" MIN. PER FOOT. 263 PROVIDE ROOFTOP UNITS. REFER TO MECHANICAL DRAWINGS. 264 EXTERIOR OPEN CANOPY. CLAD WITH CITADEL METAL PANEL SYSTEM. REFER TO BUILDING ELEVATIONS AND DETAIL SECTIONS.
266 PROVIDE DUAL-LEAF ROOF ACCESS HATCH AND SAFETY RAIL. PROVIDE LOCKING HARDWARE PER HARDWARE GROUP NO. 14: SEE DOOR HARDWARE SCHEDULE. COORDINATE SECURITY ALARM DEVICE INSTALLATION WITH OWNER'S SECURITY VENDOR. INSTALL HATCH AND RAIL PER MANUFACTURER RECOMMENDATIONS AND PROVIDE SAFETY POST PER OSHA. REFER TO ROOF DETAILS.
267 PROVIDE PLUMBING VENT. REFER TO PLUMBING DRAWINGS FOR FURTHER INFORMATION. 268 PROVIDE WALKPAD FOR MAINTENANCE ACCESS TO SATELITTE DISH AND ROOF TOP UNITS TO PROTECT ROOFING MEMBRANE.
270 PROVIDE ROOF EXHAUST FAN FOR RESTROOMS AND JANITOR CLOSET. REFER TO MECHANICAL DRAWINGS. 271 PROVIDE NEW AIR COOLED CONDENSER. SEE MECHANICAL DRAWINGS. 276 PROVIDE MECHANICAL SCREEN. MATCH ACM PANEL FINISH. REFER TO STRUCTURAL FOR ANCHORAGE DETAILS.
REFER TO ROOF DETAILS FOR PENETRATION DETAILS.
277 ROOFTOP MECHANICAL SCREENING. 6'-0" TALL AT LOWEST ROOF POINT ALONG SCREEN.
KEYNOTES
1/4" = 1'-0" 1
ROOF PLAN
LEGEND
TRU
E
1 ISSUED FOR SD 90% REVIEW 09.25.2023
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
J
60"
98"
44"
+
44"
98"
18"
J
24"
18" 18"
18"
J
72"
J
60"
J
60"
T
+44"
T
+44"
T
+44"
T
+44"
T
+44"
J
24"
J
+44"
J
+108"
30" 30"
GFI
DN
T
J
A B C D E F G
1 2
3 4
5 6
VESTIBULE
100
24 HR
VESTIBULE
101
ATM
ROOM
102
ELECTRICAL
ROOM
117
CB
OFFICE 5
111
STAIR 1
115
ELEVATOR
113
SB
OFFICE 4
110
CL
OFFICE 3
109
ME
OFFICE 2
108
ME
OFFICE 1
107
STAIRS 2
105
WAITING
104
CENTRAL
ZONE
103
CB
OFFICE 6
112
FIRE
RISER
ROOM
116
ACTIVE LEAF ACTIVE LEAF
ANNUCIATOR
PANEL
101
KEYLESS
ACCESS
READER
KEY
SWITCH
PUSH TO EXIT & KEY
SWITCH/EMERGENCY
BUTTON
101
62 24
96 99 26A
CL
1'-6" 1'-6"
CL
EQ EQ
CL
EQ EQ
CL
EQ EQ
CL
EQ EQ
22 24
22 24
10 11 24
10 11 24
EQ EQ
10 11 24
10 11 24
CL EQ EQ
CL EQ EQ
DFF
ABOVE
CEILING
302
307
306
313
310
311
312
86 59
62 62
56 56
38 FEC-1
59 59
59 WHS-FC
303
01 FINAL LOCATION
BY FIRE MARSHAL
DAY 1 ND
CR
FEC-2
BOLLARD W/ CR
DOOR ACTUATOR
BOLLARD W/ DOOR
ACTUATOR
F
F
F
F
DAY 1 ATM
DAY 1 ATM
F
86 59
12 66
304
90-ALT
CR
100
CR
8"
1'-4 1/8"
CL
CL
JANITOR'S
CLOSET
106
F
F
TV
WALL MOUNTED DUPLEX
WALL MOUNTED FOURPLEX
FLUSH FLOOR MOUNTED DUPLEX
FLUSH FLOOR MOUNTED 1 TELE / 2 DATA
RECEPTACLE
WALL MOUNTED 1 TELE / 2 DATA RECEPTACLE.
DUAL DROP
WALL MOUNTED TELE/DATA RECEPTACLE.
SINGLE DROP
FLUSH WALL MOUNTED POWER JUNCTION BOX
WITH HARDWARE CONNECTION
EQUIPMENT WITHOUT POWER SUPPLY
EQUIPMENT WITH POWER SUPPLY
FIRE ALARM PULL BOX
FIRE ALARM HORN/STROBE
WALL MOUNTED RECEPTACLE FOR TV, CAMERA
OR MONITOR; 3" SQUARE
DIGITAL TEMPERATURE SENSOR
FLUSH FLOOR MOUNTED TELE/DATA. SINGLE
DROP
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
1/4" = 1'-0"
6/5/2024 3:56:30 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A03.01
FIRST FLOOR - POWER AND
COMMUNICATION PLAN
A. REFER TO INTERIOR ELEVATIONS FOR ORIENTATION OF MOUNTED OUTLETS. OTHERWISE, OUTLETS SHOULD BE MOUNTED VERTICALLY. OUTLETS SHOWN WITH ONLY A "+" SIGN SHALL BE LOCATED 1" CLEAR ABOVE THE SCHEDULED MILLWORK COUNTER. OUTLETS TO BE COORDINATED WITH COUNTER HEIGHT.
B. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
C. FURNITURE SHOWN FOR REFERENCE ONLY.
D. REFER TO SERIES A00 FOR ABBREVIATIONS AND GENERAL NOTES.
E. LOCATION OF CORES TO BE CONFIRMED WITH ARCHITECT.
F. USE WHITE DEVICES IN ALL WALLS WITH P-15 AND P-16 FINISHES. USE BLACK DEVICES AND COVER PLATES FOR WALLS WITH P-17, P-18, P-19, P-20, WC-16, WC-17 & WC-18 FINISHES G. WIRELESS HOLD UP DOUBLE BUTTON WILL BE INSTALLED AT TELLER POSITIONS, PLATFORM DESKS, FOR PERSONNEL ENTRY AND EXIT, AND ANYWHERE A HOLD UP IS CONSIDERED NECESSARY IN A BANKING CENTER.
THE NEW WIRELESS INTERFACE MODULE WILL BE LOCATED IN THE NEW ROOM BY THE ALARM PANEL.
H. WALL-MOUNTED OUTLETS AND J-BOXES TO BE AT 15" A.F.F. TO BOTTOM OF OUTLET BOX, UNLESS NOTED OTHERWISE.
I. UNLESS NOTED OTHERWISE, PROVIDE JUNCTION BOXES FOR ALL WALL MOUNTED FIRE PROTECTION EQUIPMENT SUCH AS FIRE STROBES, FIRE PULL AND ALL SECURITY EQUIPMENT.
J. FIRE DEVICE COVERS SHALL BE WHITE UNLESS THIS CONFLICTS WITH LOCAL JURISDICTIONAL REQUIREMENTS.
K. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS.
L. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION.
M. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT.
N. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE.
O. INDICATED DIMENSIONS ARE TO THE CENTERLINE OF OUTLET, SWITCH OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS NOTED OTHERWISE.
P. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK TO BACK.
Q. PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS NOTED OTHERWISE.
R. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT.
S. INSTALL DOOR BELL PUSH BUTTON COVER PLATE WHEN PUSH BUTTON IS LOCATED ON PARTITION WALL. REFER TO A/E NOTES FOR ADDITIONAL INFORMATION.
T. ALL DOOR CHIMES TO BE SET AT TWO TONES, UNLESS NOTED OTHERWISE. REFER TO A/E NOTES FOR ADDITIONAL INFORMATION.
U. PROVIDE JUNCTION BOX FOR ALL MOUNTED SECURITY CAMERAS AS REQUIRED FOR LATEST BAC STANDARDS.
CONFIRM WITH BANK'S SECURITY VENDOR.
V. SEE REFLECTED CEILING PLAN FOR MEDIA WALL SPEAKER LOCATIONS
KEYNOTES
NO. DESCRIPTION
302 FLUSH MOUNTED FLOOR ELECTRICAL POWER BOX PER INSTALLATION DETAIL. REFER TO ELECTRICAL DRAWINGS FOR COORDINATION AND FURTHER INFORMATION.
303 PROVIDE JUNCTION BOX FOR ALL MOUNTED SECURITY CAMERA AS REQUIRED FOR LATEST BAC STANDARDS.
CONFIRM WITH BANK'S SECURITY VENDOR.
304 PRINTER CABINET LIGHT FIXTURE TO ACTIVATE UPON DOOR OPENING. SEE SHEET A12.00. 306 PROVIDE JUNCTION BOX FOR SURROUND CENTERED BEHIND SURROUND ON ATM ROOM SIDE AT 72" AFF. 307 ADD SINGLE DATA ABOVE CEILING FOR DIGITAL POSTER.
310 COORDINATE TV P/C WITH ELEVATION AND VENDOR CUTSHEET. PROVIDE CHIEFN LSTU "FIXED THINSTALL UNIVERSAL" TV MOUNT OVER 18" HIGH 3/4" FIRE TREATED PLYWOOD BLOCKING FASTENED TO MINIMUM OF (2) METAL STUDS.
311 PROVIDE (2) 1" CONDUIT FOR POWER AND DATA CONNECTED TO (2) J-BOXES BEHIND MONITOR. COORDINATE WITH EQUIPMENT CUTSHEET.
312 PROVIDE CHIEF PAC527L IN-WALL BOX RECESSED BEHIND MONITOR WALL TO HOUSE VENDOR PROVIDEDONE-CONNECT BOX. REFER TO VENDOR CUTSHEET FOR FURTHER INFO. 313 PROVIDE DEDICATED DUPLEX OUTLET AND DUAL DATA DROP 4" BELOW CEILING FOR 'NEVER DOWN WIFI' EQUIPMENT.
LEGEND SHEET NOTES
1/4" = 1'-0" 1
FIRST FLOOR POWER AND COMMUNICATION PLAN
TRU
E
4 ISSUED FOR DD_60 12.22.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
15" 15"
15" 15"
CR
18"
18"
J
44"
+GFI
+20"
J
60"
44"
GFIGFI
GFI GFI
23"
23"
J
48"
J
60"
16" 28" 16"
J
60"
20"20"20"
J
84"
20"20"20"20"20"20"20"20"20"
44"
28"28"
28" 16"16"
28"28"28" 44"96"
J
84"
84"
J
84" +108"
J
60"
28" 28"
28" 44"
28"28"
J J
J
60"
J
60"
23"
23" 23"23"
J
J
J
60"
J
72"
18"60" 60"
44" J
J
J
60"
J
96"
84"96"
J
24"
J
J
T
+GFI +GFI
30" 30"
J
60"
T
+44"
T
-44"
J
T
+44"
T
+44"
GFI
DN
T
J
A B C D E F G
1 2
3 4
5 6
JACE
MDPB MDPA
TVSS
PNL-IG
WORK
ROOM
207
CALLING
CUBES
205
MEN'S
RESTROOM
209
WOMEN'S
RESTROOM
210
BREAKROOM
211
CB
OFFICE 8
203
CB
OFFICE 7
202
NER
217
ELEC.
ROOM
216
HALLWAY
215
CENTRAL
ZONE
201
CSR
206
STAIR 1
200
ELEVATOR
213
WELLNESS
ROOM
212
HALLWAY
204
STAIRS 2
208
EQ EQ
CL
10 11 24
10 11 24
CL
EQ EQ
CL
CL
EQ EQ
101
12 66
107
64 03
24 108
16 UNDER
COUNTER
65 15
03 69 09
24 62
61 48"
DUPLEX
FOR LED MIRROR
OUTLET FOR
FAUCET
DUPLEX
FOR LED MIRROR
OUTLET FOR
FAUCET
10 24 11 66
10 24 11 66
10 24 11 66
FCM
CB
5'-3" 5'-3"
CB CB
55 07
64 FEC-2
99 62 94
14 62
103 61
48"
59 10 20
11 21
25 26
117
*EACH
TELLER
24 63
22 71
14 23
10 11
24 58
29 TV 41b
82 58
99 64
61 48"
62 10
11 21
95 20
24 26A
DAY 1 ATM
ACCESSIBLESTANDARDSTANDARDMERCHANT
303
304
314
62 62 319
320
321
TA-02
TA-19
JUNCTION BOX FOR
WALL MOUNTED SIGN
JUNCTION BOX FOR
WALL MOUNTED SIGN
JUNCTION BOX FOR
WALL MOUNTED SIGN
JUNCTION BOX FOR
WALL MOUNTED SIGN
309 314
314
03 314
CL 3'-2"
62 FACP
TV NER
TECH 1
TECH 2
24 316
315
316
318
317
318
317
22 323
59 62 58
323
IF REQUIRED
BY SECURITY
322
119
32 118
118
61 43
48"
F
F
314
314
62 324
F
F
F
F
F
F
F
F
F
50 67
ELEV.
MACHINE
ROOM
214
CSR
206
CALLING
CUBES
205
41c
43 30
*EACH
TELLER
43 40
F
F
TV
WALL MOUNTED DUPLEX
WALL MOUNTED FOURPLEX
FLUSH FLOOR MOUNTED DUPLEX
FLUSH FLOOR MOUNTED 1 TELE / 2 DATA
RECEPTACLE
WALL MOUNTED 1 TELE / 2 DATA RECEPTACLE.
DUAL DROP
WALL MOUNTED TELE/DATA RECEPTACLE.
SINGLE DROP
FLUSH WALL MOUNTED POWER JUNCTION BOX
WITH HARDWARE CONNECTION
EQUIPMENT WITHOUT POWER SUPPLY
EQUIPMENT WITH POWER SUPPLY
FIRE ALARM PULL BOX
FIRE ALARM HORN/STROBE
WALL MOUNTED RECEPTACLE FOR TV, CAMERA
OR MONITOR; 3" SQUARE
DIGITAL TEMPERATURE SENSOR
FLUSH FLOOR MOUNTED TELE/DATA. SINGLE
DROP
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
1/4" = 1'-0"
6/5/2024 3:56:35 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A03.02
SECOND FLOOR - POWER AND
COMMUNICATION PLAN
1/4" = 1'-0" 1
SECOND FLOOR POWER AND COMMUNICATION PLAN
A. REFER TO INTERIOR ELEVATIONS FOR ORIENTATION OF MOUNTED OUTLETS. OTHERWISE, OUTLETS SHOULD BE MOUNTED VERTICALLY. OUTLETS SHOWN WITH ONLY A "+" SIGN SHALL BE LOCATED 1" CLEAR ABOVE THE SCHEDULED MILLWORK COUNTER. OUTLETS TO BE COORDINATED WITH COUNTER HEIGHT.
B. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
C. FURNITURE SHOWN FOR REFERENCE ONLY.
D. REFER TO SERIES A00 FOR ABBREVIATIONS AND GENERAL NOTES.
E. LOCATION OF CORES TO BE CONFIRMED WITH ARCHITECT.
F. USE WHITE DEVICES IN ALL WALLS WITH P-15 AND P-16 FINISHES. USE BLACK DEVICES AND COVER PLATES FOR WALLS WITH P-17, P-18, P-19, P-20, WC-16, WC-17 & WC-18 FINISHES G. WIRELESS HOLD UP DOUBLE BUTTON WILL BE INSTALLED AT TELLER POSITIONS, PLATFORM DESKS, FOR PERSONNEL ENTRY AND EXIT, AND ANYWHERE A HOLD UP IS CONSIDERED NECESSARY IN A BANKING CENTER.
THE NEW WIRELESS INTERFACE MODULE WILL BE LOCATED IN THE NEW ROOM BY THE ALARM PANEL.
H. WALL-MOUNTED OUTLETS AND J-BOXES TO BE AT 15" A.F.F. TO BOTTOM OF OUTLET BOX, UNLESS NOTED OTHERWISE.
I. UNLESS NOTED OTHERWISE, PROVIDE JUNCTION BOXES FOR ALL WALL MOUNTED FIRE PROTECTION EQUIPMENT SUCH AS FIRE STROBES, FIRE PULL AND ALL SECURITY EQUIPMENT.
J. FIRE DEVICE COVERS SHALL BE WHITE UNLESS THIS CONFLICTS WITH LOCAL JURISDICTIONAL REQUIREMENTS.
K. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS.
L. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION.
M. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT.
N. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE.
O. INDICATED DIMENSIONS ARE TO THE CENTERLINE OF OUTLET, SWITCH OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS NOTED OTHERWISE.
P. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK TO BACK.
Q. PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS NOTED OTHERWISE.
R. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT.
S. INSTALL DOOR BELL PUSH BUTTON COVER PLATE WHEN PUSH BUTTON IS LOCATED ON PARTITION WALL. REFER TO A/E NOTES FOR ADDITIONAL INFORMATION.
T. ALL DOOR CHIMES TO BE SET AT TWO TONES, UNLESS NOTED OTHERWISE. REFER TO A/E NOTES FOR ADDITIONAL INFORMATION.
U. PROVIDE JUNCTION BOX FOR ALL MOUNTED SECURITY CAMERAS AS REQUIRED FOR LATEST BAC STANDARDS.
CONFIRM WITH BANK'S SECURITY VENDOR.
V. SEE REFLECTED CEILING PLAN FOR MEDIA WALL SPEAKER LOCATIONS
KEYNOTES
NO. DESCRIPTION
303 PROVIDE JUNCTION BOX FOR ALL MOUNTED SECURITY CAMERA AS REQUIRED FOR LATEST BAC STANDARDS.
CONFIRM WITH BANK'S SECURITY VENDOR.
304 PRINTER CABINET LIGHT FIXTURE TO ACTIVATE UPON DOOR OPENING. SEE SHEET A12.00. 309 PROVIDE CONTAINER FOR E-WASTE/ BATTERY RECYCLING. COORDINATE WITH BANK LEED MANAGER. 314 REFER TO MILLWORK ELEVATION FOR OUTLET LOCATION.
315 PROVIDE DEDICATED 120V 20AMP QUAD OUTLET AT 18" AFF. 316 PROVIDE DEDICATED 120V NEMA 5-20R OUTLET AT 60" AFF. 317 PROVIDE DEDICATED 120V L5-20R OUTLET ABOVE RACKS ON UNISTRUT. 318 PROVIDE DEDICATED 120V NEMA 5-20R OUTLET ABOVE RACKS ON UNISTRUT. 319 PROVIDE AND COORDINATE ATM POWER/DATA REQUIREMENTS WITH ATM CUTSHEET. 320 PROVIDE AND COORDINATE ATM KIOSK REQUIREMENTS WITH VENDOR CUTSHEET. 321 PROVIDE LEGRAND RECESSED WALL BOX #EHWB8 WITH DECORATIVE COVER. WHITE FINISH, PAINTED TO MATCH WALL.
322 PROVIDE 1" CONDUIT WITH PULL STRING STUBBED FROM 6" ABOVE ACCESSIBLE CEILING TO A JUNCTION BOX BELOW TELLER.
323 PROVIDE SINGLE GANG J-BOX WITH 3/4" STUB UP. PROVIDE BLANK COVER PLATE PAINTED TO MATCH WALL COLOR. 324 PROVIDE JUNCTION BOX FOR SECURITY MONITOR AND TELLER MONITORS - CONNECTION TO POWER.
LEGEND SHEET NOTES
TRU
E
4 ISSUED FOR DD_60 12.22.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
+ 491.0'
1ST FLOOR T.O.S.
0' - 0"
+ 522.1'
T.O. LOW PARAPET
31' - 1 1/2"
+ 525.2'
T.O. HIGH PARAPET
34' - 2"
+ 505.0'
2ND FLOOR T.O.S.
14' - 0"
+ 519.0'
T.O. ROOF STRUCTURE
28' - 0"
A B C D E F G
MECHANICAL SCREEN ROOF ACCESS HATCH
WITH SAFETY GUARD
CONDENSING UNIT EXHAUST FAN EXHAUST FAN CONDENSING UNIT
ROOF HYDRANT
+ 493.5'
RETAINING WALL - NORTH
2' - 6"
+ 491.5'
RETAINING WALL - SOUTH
0' - 6"
-1' - 0"
T.O. RIBBON GUTTER
+490.0'
-0' - 9 1/4"
T.O. RIBBON GUTTER
+490.2'
1'-6"
3'-3 1/4"
+ 491.0'
1ST FLOOR T.O.S.
0' - 0"
+ 522.1'
T.O. LOW PARAPET
31' - 1 1/2"
+ 525.2'
T.O. HIGH PARAPET
34' - 2"
+ 505.0'
2ND FLOOR T.O.S.
14' - 0"
+ 519.0'
T.O. ROOF STRUCTURE
28' - 0"
G F E D C B A
EXHAUST FAN ROOF ACCESS HATCH WITH
SAFETY GUARD
MECHANICAL SCREEN AIR HANDLING UNIT EXHAUST FAN
ROOF HYDRANT
CONDENSING UNIT
+ 493.5'
RETAINING WALL - NORTH
2' - 6"
+ 491.5'
RETAINING WALL - SOUTH
0' - 6"
-0' - 9"
T.O. RIBBON GUTTER
+490.2'
-1' - 3"
T.O. RIBBON GUTTER
+489.8'
3'-3"
1'-9"
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
1/4" = 1'-0"
6/5/2024 3:56:39 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A09.21
BUILDING SECTIONS
1/4" = 1'-0" 1
BUILDING SECTION - LONGITUDINAL 1
1/4" = 1'-0" 2
BUILDING SECTION - LONGITUDINAL 2
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
+ 491.0'
1ST FLOOR T.O.S.
0' - 0"
+ 522.1'
T.O. LOW PARAPET
31' - 1 1/2"
+ 525.2'
T.O. HIGH PARAPET
34' - 2"
+ 505.0'
2ND FLOOR T.O.S.
14' - 0"
+ 519.0'
T.O. ROOF STRUCTURE
28' - 0"
1 2 3 4 5 6
26'-6"
AIR HANDLING UNIT MECHANICAL SCREEN EXHAUST FAN CONDENSING UNIT BEYOND + 493.5'
RETAINING WALL - NORTH
2' - 6"
+ 491.5'
RETAINING WALL - SOUTH
0' - 6"
-1' - 0 73/4"
T.O. RIBBON GUTTER
+489.9'
-0' - 11 1/2"
T.O. SIDEWALK
+490.0'
1'-6 3/4"
+ 491.0'
1ST FLOOR T.O.S.
0' - 0"
+ 522.1'
T.O. LOW PARAPET
31' - 1 1/2"
+ 525.2'
T.O. HIGH PARAPET
34' - 2"
+ 505.0'
2ND FLOOR T.O.S.
14' - 0"
+ 519.0'
T.O. ROOF STRUCTURE
28' - 0"
1 2 3 4 5 6
ROOF ACCESS HATCH WITH
SAFETY GUARD
EXHAUST FAN CONDENSING UNIT
+ 493.5'
RETAINING WALL - NORTH
2' - 6"
-0' - 3 1/2"
T.O. SIDEWALK
+490.7'
3'-1 1/4"
-0' - 7 1/4"
T.O. RIBBON GUTTER
+490.4'
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
1/4" = 1'-0"
6/5/2024 3:56:46 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A09.22
BUILDING SECTIONS
1/4" = 1'-0" 1
BUILDING SECTION - TRANSVERSE 1
1/4" = 1'-0" 2
BUILDING SECTION - TRANSVERSE 2
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
+ 491.0'
1ST FLOOR T.O.S.
0' - 0"
+ 522.1'
T.O. LOW PARAPET
31' - 1 1/2"
+ 525.2'
T.O. HIGH PARAPET
34' - 2"
+ 505.0'
2ND FLOOR T.O.S.
14' - 0"
+ 519.0'
T.O. ROOF STRUCTURE
28' - 0"
A B C D E F G
AF-2 EPS-2
GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2
SS-1
PT-3
GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2
100
1/2"
(11' - 6" MAX.)
EQ 11/2"
(11' - 6" MAX.)
EQ 11/2"
(11' - 6" MAX.)
EQ 11/2"
(11' - 6" MAX.)
EQ 11/2"
(11'-6" MAX.)
EQ11/2"
(11' - 6" MAX.)
EQ 11/2"3'-11 7/8"
8'-11 1/2"1/2"5'-6"1/2"7'-11 1/2"
1"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 2" 3'-10"
EPS-3
PT-3
EPS-3
EPS-3 EPS-3
4"1'-4" 18'-5 1/2"1/2"5'-6"1/2"4'-9 1/2"
EPS-2
EQ1/2"EQ1/2"EQ1/2"EQ
GL-2 GL-2 GL-2 GL-2 GL-2 GL-2
GL-2 GL-2 GL-2 GL-2 GL-2
94'-6 1/4"
S-1
+ 493.5'
RETAINING WALL - NORTH
2' - 6"
+ 491.5'
RETAINING WALL - SOUTH
0' - 6"
+ 489.0'
SIDEWALK @ B.O. STAIR
-2' - 0"
+ 490.9'
SIDEWALK @ ENTRANCE
-0' - 1 1/4"
-0' - 8 1/2"
T.O. RIBBON GUTTER
+490.3'
+ 491.0'
1ST FLOOR T.O.S.
0' - 0"
+ 522.1'
T.O. LOW PARAPET
31' - 1 1/2"
+ 525.2'
T.O. HIGH PARAPET
34' - 2"
+ 505.0'
2ND FLOOR T.O.S.
14' - 0"
+ 519.0'
T.O. ROOF STRUCTURE
28' - 0"
1 2 3 4 5 6
PT-3
SS-1
EPS-2
EXPT-17 EXPT-17 EXPT-17
115A 116 117
(11' - 6" MAX. PANEL WIDTH)
EQ 1 1/2"
(11' - 6" MAX. PANEL WIDTH)
EQ 2 1/2" EQ 2 EQ 1 1/2" 3'-11 7/8"
EPS-3
4"1'-4"9'-6"1/2"8'-11"1/2"5'-6"1/2"4'-9 1/2"3'-8"
5 1/2"EQ1/2"EQ1/2"EQ1/2"EQ
EPS-3
43'-11 7/8"
+ 489.0'
SIDEWALK @ B.O. STAIR
-2' - 0"
STUCCO ACCESSORIES
ALUMINUM GLAZING FRAME
AF-2
BLACK
EXTERIOR SEALANT COLOR
GLAZING AT STOREFRONT
MATCH CLIPMETAL PANEL/SIDING TO METAL PANEL/ SIDING
MATCH FRAMEWINDOW FRAME/ STOREFRONT TO STUCCO
MATCH STUCCOMETAL PANEL/SIDING TO STUCCO
MATCH FRAMEMETAL PANEL/SIDING TO STOREFRONT
EXTERIOR PAINT
EXPT-17
(PAINTED TO MATCH STUCCO)
ALUMINUM STOREFRONT SYSTEM COLOR: CLEAR ANODIZED ALUMINUM FINISH
BENJAMIN MOORE CHARCOAL SLATE FLAT
(PAINT TO MATCH STUCCO FINISH)
GLAZING
GL-2
GL-4 5/8" TEMPERED MONOLITHIC SPANDREL GLASS
1" CLEAR TEMPERED INSULATED GLAZING AS SPECIFIED
STUCCO/ PLASTER
PT-3 PAREX USA PREMIER STUCCO - PAREX ARMOURWALL 3000 STUCCO ASSEMBLY COLOR: BENJAMIN MOORE CHARCOAL SLATE FLAT
EXTERIOR CLADDING SYSTEM
EPS-1
EPS-3 CITADEL ENVELOPE 2000 RAINSCREEN (RS),
FINISH: CITADEL ARCTIC WHITE SATIN
CITADEL ENVELOPE 2000 RAINSCREEN (RS),
FINISH: CITADEL CLEAR ANODIZED SATIN
FLASHING BASE
SS-1
SS-3 BRAKE METAL BASE AT EPS-5 COLOR SHALL MATCH WALL FINISH PER SAMPLE BRAKE METAL BASE AT PT-03 COLOR SHALL MATCH WALL FINISH PER SAMPLE EPS-5 PURE+FREEFORM HORIZONTAL FLUSH WALL METAL
PANEL SYSTEM. FINISH: ROMA NOCE #SN043 SATIN
SA-2 NARROW CHANNEL SCREED AS SPECIFIED. PAINT TO MATCH
STUCCO FINISH COLOR
EPS-2 CMU BLOCK VENEER
FINISH: TBD
EXTERIOR POWDERCOAT
PC-1 ARCTIC WHITE SATIN PRS-5390
(POWDERCOAT TO MATCH ACM FINISH)
WD-1 SOLID PINE; MANUFACTURER: TBD
WOOD
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
As indicated
6/5/2024 3:56:52 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A09.11
EXTERIOR ELEVATIONS
EXTERIOR FINISH SCHEDULE
1/4" = 1'-0" 1
EXTERIOR ELEVATION - EAST
1/4" = 1'-0"
2 EXTERIOR ELEVATION - SOUTH
MARK DESCRIPTION AREA QUANTITY
S-1 BANK OF AMERICA LOGO - LARGE 13 SF 3
SIGNAGE SCHEDULE
1 ISSUED FOR SD 90% REVIEW 09.25.2023
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
4 ISSUED FOR DD_60 12.22.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
ALIGN ALIGN
ALIGN
ALIGN
ALIGN
ALIGNALIGNALIGN
ALIGNALIGNALIGNALIGNALIGN
ALIGNALIGN
+ 491.0'
1ST FLOOR T.O.S.
0' - 0"
+ 522.1'
T.O. LOW PARAPET
31' - 1 1/2"
+ 525.2'
T.O. HIGH PARAPET
34' - 2"
+ 505.0'
2ND FLOOR T.O.S.
14' - 0"
+ 519.0'
T.O. ROOF STRUCTURE
28' - 0"
G F E D C B A
SS-1
3'-11 7/8" 1/2"
(11' - 6" MAX. PANEL WIDTH)
EQ 3 1/2"
(11' - 6" MAX. PANEL WIDTH)
EQ 3 1/2"
(11' - 6" MAX. PANEL WIDTH)
EQ 1 1/2"
(11' - 6" MAX. PANEL WIDTH)
EQ 1 1/2"
(11' - 6" MAX. PANEL WIDTH)
EQ 1 1/2"
(11' - 6" MAX. PANEL WIDTH)
EQ 1 1/2" 11 1/2"
GL-2 GL-2 GL-2 GL-2
AF-2
3'-11 1/2" 1/2"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 1/2" 3'-11 1/2"
EPS-3
EPS-2
SS-3
6" 7'-11 1/2" 1/2" 4'-9 1/2" 1/2" 9'-8" EQ 1/2" EQ 1/2" EQ 1/2" EQ 5 1/2" PT-3
PT-3
EPS-3
GL-2 GL-2
GL-4 GL-4
GL-4 GL-4 GL-4
EPS-2 SS-3
SPANDREL SPANDREL
SPANDREL SPANDREL SPANDREL
91'-6"
S-1
+ 491.0'
1ST FLOOR T.O.S.
0' - 0"
+ 522.1'
T.O. LOW PARAPET
31' - 1 1/2"
+ 525.2'
T.O. HIGH PARAPET
34' - 2"
+ 505.0'
2ND FLOOR T.O.S.
14' - 0"
+ 519.0'
T.O. ROOF STRUCTURE
28' - 0"
6 5 4 3 2 1
SS-1
GL-2
SS-3
3'-11 1/2" 1/2" EQ 1 1/2" EQ 1 1/2" 3'-11 7/8"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 1/2"
(4' - 6" MAX.)
EQ 2 1/2" 3'-11 1/2"
4"1'-4"
3'-8" 10'-4" 1/2" 8'-11" 1/2" 9'-6"
EPS-2
EPS-3
PT-3
EPS-3
PT-3
EQ 1/2" EQ 1/2" EQ 1/2" EQ 5 1/2" 9'-8"1/2"4'-9 1/2"1/2"7'-11 1/2"6" GL-2 GL-2 GL-2 GL-2 GL-2
43'-11 7/8"
S-1
STUCCO ACCESSORIES
ALUMINUM GLAZING FRAME
AF-2
BLACK
EXTERIOR SEALANT COLOR
GLAZING AT STOREFRONT
MATCH CLIPMETAL PANEL/SIDING TO METAL PANEL/ SIDING
MATCH FRAMEWINDOW FRAME/ STOREFRONT TO STUCCO
MATCH STUCCOMETAL PANEL/SIDING TO STUCCO
MATCH FRAMEMETAL PANEL/SIDING TO STOREFRONT
EXTERIOR PAINT
EXPT-17
(PAINTED TO MATCH STUCCO)
ALUMINUM STOREFRONT SYSTEM COLOR: CLEAR ANODIZED ALUMINUM FINISH
BENJAMIN MOORE CHARCOAL SLATE FLAT
(PAINT TO MATCH STUCCO FINISH)
GLAZING
GL-2
GL-4 5/8" TEMPERED MONOLITHIC SPANDREL GLASS
1" CLEAR TEMPERED INSULATED GLAZING AS SPECIFIED
STUCCO/ PLASTER
PT-3 PAREX USA PREMIER STUCCO - PAREX ARMOURWALL 3000 STUCCO ASSEMBLY COLOR: BENJAMIN MOORE CHARCOAL SLATE FLAT
EXTERIOR CLADDING SYSTEM
EPS-1
EPS-3 CITADEL ENVELOPE 2000 RAINSCREEN (RS),
FINISH: CITADEL ARCTIC WHITE SATIN
CITADEL ENVELOPE 2000 RAINSCREEN (RS),
FINISH: CITADEL CLEAR ANODIZED SATIN
FLASHING BASE
SS-1
SS-3 BRAKE METAL BASE AT EPS-5 COLOR SHALL MATCH WALL FINISH PER SAMPLE BRAKE METAL BASE AT PT-03 COLOR SHALL MATCH WALL FINISH PER SAMPLE EPS-5 PURE+FREEFORM HORIZONTAL FLUSH WALL METAL
PANEL SYSTEM. FINISH: ROMA NOCE #SN043 SATIN
SA-2 NARROW CHANNEL SCREED AS SPECIFIED. PAINT TO MATCH
STUCCO FINISH COLOR
EPS-2 CMU BLOCK VENEER
FINISH: TBD
EXTERIOR POWDERCOAT
PC-1 ARCTIC WHITE SATIN PRS-5390
(POWDERCOAT TO MATCH ACM FINISH)
WD-1 SOLID PINE; MANUFACTURER: TBD
WOOD
Job No.
Owner Approval
Scale
DELTA ISSUE DATEDESCRIPTION
As indicated
6/5/2024 3:57:01 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A09.12
EXTERIOR ELEVATIONS
1/4" = 1'-0" 1
EXTERIOR ELEVATION - WEST
1/4" = 1'-0" 2
EXTERIOR ELEVATION - NORTH
EXTERIOR FINISH SCHEDULE
MARK DESCRIPTION AREA QUANTITY
S-1 BANK OF AMERICA LOGO - LARGE 13 SF 3
SIGNAGE SCHEDULE
1 ISSUED FOR SD 90% REVIEW 09.25.2023
2 SD_F 11.09.2023
3 PLANNING APPLICATION 12.07.2023
4 ISSUED FOR DD_60 12.22.2023
A 5 ISSUE FOR PLANNING
RESPONSE 1
04.18.2024
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
AF-2 EPS-2
GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2
SS-1
PT-3
GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2
100
EPS-3
PT-3
EPS-3
EPS-3 EPS-3
EPS-2
GL-2 GL-2 GL-2 GL-2 GL-2 GL-2
GL-2 GL-2 GL-2 GL-2 GL-2
AF-2
PT-3
SS-1
EPS-2
EXPT-17 EXPT-17 EXPT-17
115A 116 117
EPS-3
EPS-3
EXPT-17
PC-1
PURE+FREEFORM HORIZONTAL FLUSH WALL
METAL PANEL SYSTEM.
FINISH : ROMA NOCE #SN043 SATIN
SOLID WOOD CANOPY: STAIN TO MATCH EPS-5
CITADEL ENVELOPE 2000 RAINSCREEN (RS)
FINISH : CITADEL ARCTIC WHITE SATIN
EXTERIOR PAINT TO MATCH
PAREX USA PREMIER STUCCO - PAREX
ARMOURWALL 3000 STUCCO ASSEMBLY
COLOR : BENJAMIN MOORE CHARCOAL SLATE FLAT
EXTERIOR PAINT TO MATCH
CONCRETE BLOCK VENEER
RUNNING BOND
EXTERIOR FINISH LEGEND
EPS-5
EPS-3
PT-3
EPS-5
SS-3
SS-1
EXPT-18
EXPT-17
WD-1
STUCCO ACCESSORIES
ALUMINUM GLAZING FRAME
AF-2
BLACK
EXTERIOR SEALANT COLOR
GLAZING AT STOREFRONT
METAL PANEL/SIDING TO METAL PANEL/ SIDING MATCH CLIP
WINDOW FRAME/ STOREFRONT TO STUCCO MATCH FRAME
METAL PANEL/SIDING TO STUCCO MATCH STUCCO
METAL PANEL/SIDING TO STOREFRONT MATCH FRAME
EXTERIOR PAINT
EXPT-17
(PAINTED TO MATCH STUCCO)
ALUMINUM STOREFRONT SYSTEM COLOR: CLEAR ANODIZED ALUMINUM FINISH
BENJAMIN MOORE CHARCOAL SLATE FLAT
(PAINT TO MATCH STUCCO FINISH)
GLAZING
GL-2
GL-4 5/8" TEMPERED MONOLITHIC SPANDREL GLASS
1" CLEAR TEMPERED INSULATED GLAZING AS SPECIFIED
STUCCO/ PLASTER
PT-3 PAREX USA PREMIER STUCCO - PAREX ARMOURWALL 3000 STUCCO ASSEMBLY COLOR: BENJAMIN MOORE CHARCOAL SLATE FLAT
EXTERIOR CLADDING SYSTEM
EPS-1
EPS-3 CITADEL ENVELOPE 2000 RAINSCREEN (RS),
FINISH: CITADEL ARCTIC WHITE SATIN
CITADEL ENVELOPE 2000 RAINSCREEN (RS),
FINISH: CITADEL CLEAR ANODIZED SATIN
FLASHING BASE
SS-1
SS-3 BRAKE METAL BASE AT EPS-5 COLOR SHALL MATCH WALL FINISH PER SAMPLE BRAKE METAL BASE AT PT-03 COLOR SHALL MATCH WALL FINISH PER SAMPLE EPS-5 PURE+FREEFORM HORIZONTAL FLUSH WALL METAL
PANEL SYSTEM. FINISH: ROMA NOCE #SN043 SATIN
SA-2 NARROW CHANNEL SCREED AS SPECIFIED. PAINT TO MATCH
STUCCO FINISH COLOR
EPS-2 CMU BLOCK VENEER
FINISH: TBD
EXTERIOR POWDERCOAT
PC-1 ARCTIC WHITE SATIN PRS-5390
(POWDERCOAT TO MATCH ACM FINISH)
WD-1 SOLID PINE; MANUFACTURER: TBD
WOOD
Job No.
Owner Approval
Scale
DELTA ISSUE DESCRIPTION DATE
As indicated
6/5/2024 3:59:38 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A09.01
RENDERED EXTERIOR
ELEVATIONS
1/4" = 1'-0" 1
RENDERED EXTERIOR ELEVATION - EAST
1/4" = 1'-0" 2
RENDERED EXTERIOR ELEVATION - SOUTH
EXTERIOR FINISH SCHEDULE
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
SS-1
GL-2 GL-2 GL-2 GL-2
AF-2
EPS-3
EPS-2
SS-3
PT-3
PT-3
EPS-3
GL-2 GL-2
GL-4 GL-4
GL-4 GL-4 GL-4
EPS-2 SS-3
SPANDREL SPANDREL
SPANDREL SPANDREL SPANDREL
WD-1
SS-1
GL-2
SS-3
EPS-2
EPS-3
PT-3
EPS-3
PT-3
GL-2 GL-2 GL-2 GL-2 GL-2
EPS-5
PURE+FREEFORM HORIZONTAL FLUSH WALL
METAL PANEL SYSTEM.
FINISH : ROMA NOCE #SN043 SATIN
SOLID WOOD CANOPY: STAIN TO MATCH EPS-5
CITADEL ENVELOPE 2000 RAINSCREEN (RS)
FINISH : CITADEL ARCTIC WHITE SATIN
EXTERIOR PAINT TO MATCH
PAREX USA PREMIER STUCCO - PAREX
ARMOURWALL 3000 STUCCO ASSEMBLY
COLOR : BENJAMIN MOORE CHARCOAL SLATE FLAT
EXTERIOR PAINT TO MATCH
CONCRETE BLOCK VENEER
RUNNING BOND
EXTERIOR FINISH LEGEND
EPS-5
EPS-3
PT-3
EPS-5
SS-3
SS-1
EXPT-18
EXPT-17
WD-1
STUCCO ACCESSORIES
ALUMINUM GLAZING FRAME
AF-2
BLACK
EXTERIOR SEALANT COLOR
GLAZING AT STOREFRONT
METAL PANEL/SIDING TO METAL PANEL/ SIDING MATCH CLIP
WINDOW FRAME/ STOREFRONT TO STUCCO MATCH FRAME
METAL PANEL/SIDING TO STUCCO MATCH STUCCO
METAL PANEL/SIDING TO STOREFRONT MATCH FRAME
EXTERIOR PAINT
EXPT-17
(PAINTED TO MATCH STUCCO)
ALUMINUM STOREFRONT SYSTEM COLOR: CLEAR ANODIZED ALUMINUM FINISH
BENJAMIN MOORE CHARCOAL SLATE FLAT
(PAINT TO MATCH STUCCO FINISH)
GLAZING
GL-2
GL-4 5/8" TEMPERED MONOLITHIC SPANDREL GLASS
1" CLEAR TEMPERED INSULATED GLAZING AS SPECIFIED
STUCCO/ PLASTER
PT-3 PAREX USA PREMIER STUCCO - PAREX ARMOURWALL 3000 STUCCO ASSEMBLY COLOR: BENJAMIN MOORE CHARCOAL SLATE FLAT
EXTERIOR CLADDING SYSTEM
EPS-1
EPS-3 CITADEL ENVELOPE 2000 RAINSCREEN (RS),
FINISH: CITADEL ARCTIC WHITE SATIN
CITADEL ENVELOPE 2000 RAINSCREEN (RS),
FINISH: CITADEL CLEAR ANODIZED SATIN
FLASHING BASE
SS-1
SS-3 BRAKE METAL BASE AT EPS-5 COLOR SHALL MATCH WALL FINISH PER SAMPLE BRAKE METAL BASE AT PT-03 COLOR SHALL MATCH WALL FINISH PER SAMPLE EPS-5 PURE+FREEFORM HORIZONTAL FLUSH WALL METAL
PANEL SYSTEM. FINISH: ROMA NOCE #SN043 SATIN
SA-2 NARROW CHANNEL SCREED AS SPECIFIED. PAINT TO MATCH
STUCCO FINISH COLOR
EPS-2 CMU BLOCK VENEER
FINISH: TBD
EXTERIOR POWDERCOAT
PC-1 ARCTIC WHITE SATIN PRS-5390
(POWDERCOAT TO MATCH ACM FINISH)
WD-1 SOLID PINE; MANUFACTURER: TBD
WOOD
Job No.
Owner Approval
Scale
DELTA ISSUE DATE DESCRIPTION
As indicated
6/5/2024 4:01:23 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A09.02
RENDERED EXTERIOR
ELEVATIONS
1/4" = 1'-0" 1
RENDERED EXTERIOR ELEVATION - WEST
1/4" = 1'-0" 2
RENDERED EXTERIOR ELEVATION - NORTH
EXTERIOR FINISH SCHEDULE
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
Job No.
Owner Approval
Scale
DELTA ISSUE DESCRIPTION DATE
6/5/2024 4:06:12 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A09.03
EXTERIOR RENDERINGS
1 VIEW LOOKING NORTHWEST
2 VIEW LOOKING SOUTHWEST
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
Job No.
Owner Approval
Scale
DELTA ISSUE DATE DESCRIPTION
6/5/2024 4:07:35 PM
LA MESA CA0-282
47BACX.1104.020
8301 FLETCHER PARKWAY
LA MESA, CA 91942
A09.04
EXTERIOR RENDERINGS
1 VIEW LOOKING NORTHEAST
B 7 ISSUE FOR PLANNING
RESPONSE 2
06.05.2024
2024
CHARLOTTE
615 S. COLLEGE ST. SUITE 725
CHARLOTTE, NC 28202
TEL 704-908-1540
© INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION.
ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED
WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
UTILITY NOTES
1. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES PRIOR TO STARTING WORK NEAR
COMPANY FACILITIES AND COORDINATE THEIR WORK WITH COMPANY REPRESENTATIVES. IT SHALL BE THE RESPONSIBILITY OF DEVELOPER TO CONTACT THE
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS AS NEEDED.
USA (48 HOURS IN ADVANCE) 1-800-422-4133
SDG&E 1-800-227-2600
TELEPHONE COMPANY 1-800-266-4683
COX CABLE 1-619-266-5220
HELIX WATER DISTRICT 1-619-596-3860
CITY OF LA MESA (SEWER, STORM DRAINS) 1-800-422-4133
SAN DIEGO COUNTY WATER AUTHORITY 1-858-522-6900
2. AN ADEQUATE WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL IS DELIVERED TO THE SITE.
3. ACCESS TO THE SITE SHALL BE MAINTAINED FOR THE USE OF HEAVY FIRE FIGHTING EQUIPMENT.
4. ALL PROPOSED PUBLIC UTILITY SYSTEM AND SERVICE FACILITIES SHALL BE INSTALLED UNDERGROUND FOR THE COMPLETE FRONTAGE OF THE PROPERTY.
5. APPLICANTS CONSTRUCTING PUBLIC IMPROVEMENTS IN THE CITY AS REQUIRED, THAT
INCLUDE THE INSTALLATION OF STREET LIGHTS SHALL PAY TO THE CITY A STREET LIGHT
ENERGIZING FEE PRIOR TO ACCEPTANCE OF IMPROVEMENTS, IN AN AMOUNT ESTABLISHED BY SAN DIEGO GAS & ELECTRIC.
EXISTING MONUMENTS, MARKERS, PROPERTY CORNERS, ETC.
THE CONTRACTOR SHALL RE-ESTABLISH AND SET ANY MONUMENT OR BENCHMARKS WHICH WILL BE DISTURBED DURING CONSTRUCTION/GRADING OPERATIONS. A CORNER RECORD OR
RECORD OF SURVEY AS APPROPRIATE SHALL BE FILED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYORS ACT. 8301 FLETCHER PARKWAY - RMB24092
HEARTLAND FIRE AND RESCUE
PLANS APPROVED SUBJECT TO THE FOLLOWING:
PLANS ARE ACCEPTED FOR CONSTRUCTION SUBJECT TO THE REQUIREMENTS OF THE FIRE CODE AND BUILDING LAWS OF THE CITY OF LA MESA, CALIFORNIA. THE STAMPING OF THESE
PLANS AND SPECIFICATIONS SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY CITY, COUNTY, STATE, FEDERAL LAWS OR OTHER RESTRICTIONS. APPROVAL APPLIES TO PLANS AS SUBMITTED, AND FOR CONSTRUCTION INDICATED THEREON. CONSTRUCTION APPROVAL IS SUBJECT TO FINAL INSPECTION AND ACCEPTANCE.
BY: DATE: ______________
FIRE MARSHAL
LEGAL DESCRIPTION & APN:
PORTION OF PARCEL A, PM 17319
APN: 490-200-49
UNDERGROUND SERVICE ALERT
SECTION 4216 & 4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE @ 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG.
WEB ADDRESS: WWW.DIGALERT.ORG
REFERENCE PLANS
CITY OF LA MESA DRAWING. NO'S:
S-9, 1171, 2399, 4688, 5880-D,
6627, 6746, 8979.3
HWD WO 156, HWD WO 8064,
HWD WO 2953
507 Aldwych Road, El Cajon, Ca. 92020
(619) 588-6747 (619) 792-1232 Fax
Walsh Engineering & Surveying, Inc.
HELIX WATER DISTRICT
PROJECT #
ACCEPTED BY:
TIMOTHY J. ROSS DATE
L46316 A
WRENCE W. WALSH
C I V I L
STATE OF CALIFORNIA
RE
GISTERED PROFESSIONAL ENGIN
E
E
R
STORM WATER MANAGEMENT &
DISCHARGE CONTROL
1. THE CONTRACTOR SHALL COMPLY WITH CITY MUNICIPAL CODE CHAPTER 7.18 (STORM WATER MANAGEMENT AND DISCHARGE CONTROL).
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO ESTABLISH A PLAN TO IMPLEMENT BEST
MANAGEMENT PRACTICES (BMP'S) TO ELIMINATE SAND, SILT, CONCRETE WASH, DEBRIS OR POLLUTANT DISCHARGE TO THE PUBLIC STREETS AND STORM DRAIN SYSTEM. SUCH
PLAN SHALL BE SUBMITTED TO AND REVIEWED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF ANY GRADING OR CONSTRUCTION ON THE SITE.
3. THE CONTRACTOR SHALL IMPLEMENT THE EROSION CONTROL MEASURES AS SHOWN ON
THE EROSION CONTROL PLANS AND TAKE IMMEDIATE REMEDIAL AND PREVENTIVE
ACTION WHEN POLLUTANT DISCHARGE OCCURS AND/OR AS DIRECTED BY THE CITY ENGINEER OR THE BUILDING OFFICIAL. THE CONTRACTOR SHALL BE REQUIRED TO PLACE ADDITIONAL EROSION CONTROL MATERIALS AS THE SITE CONDITIONS WARRANTS.
4. PAVED AREAS SHALL BE SWEPT BY COMBINATION OF POWER BROOM AND/OR AIR VACUUM SWEEPERS.
5. ALL OF THE ABOVE CONDITIONS SHALL APPLY STARTING THE FIRST DAY OF GRADING
AND/OR CONSTRUCTION AND SHALL REMAIN IN EFFECT UNTIL ALL GRADING AND/OR CONSTRUCTION WORK HAS BEEN COMPLETED.
TOTAL AREA: 13,389 SQ. FT.
EXISTING IMPERVIOUS AREA: 9,181 SQ. FT.
NEW IMPERVIOUS AREA: 8,394 SQ. FT.
IMPERVIOUS AREA DECREASE: 6%
PROJECT PRIORITY: LOW
STANDARD SPEC'S & STANDARD DRAWINGS:
1. DESIGN CRITERIA FOR PUBLIC IMPROVEMENTS, ADOPTED BY THE CITY COUNCIL OF THE CITY OF LA MESA AS RESOLUTION NO. 15570, EFFECTIVE JULY 28, 1987.
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ("GREEN BOOK"), 2018 EDITION AND REGIONAL SUPPLEMENT AMENDMENTS.
3. STANDARD SPECIFICATIONS AND STANDARD PLANS, DEPARTMENT OF TRANSPORTATION (CALTRANS 2002 EDITION).
4. ALL WORK SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA PLUMBING CODE, 2016 CALIFORNIA ELECTRICAL CODE, 2016 CALIFORNIA FIRE CODE WITH CITY OF LA MESA MUNICIPAL CODE AMENDMENTS, 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, AND, 2016 CALIFORNIA ENERGY CODE WITH 2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS.” LMMC 14.10.010, 11.04.020
5. CITY OF LA MESA MUNICIPAL CODE, CHAPTER 14.05.
6. CITY OF LA MESA STANDARD DRAWINGS, INCLUDING SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, 2012 EDITION.
7. WATER AGENCIES' STANDARDS (WAS), CURRENT EDITION, WWW.SDWAS.ORG
EXISTING
LEGEND
DESCRIPTION STANDARD SYMBOL QUAN
VICINITY MAP
1 ENGINEER OF WORK
BY SIGNING BELOW THE ENGINEER OF WORK STATES THEY HAVE REVIEWED ALL APPLICABLE
ACCOMPANYING PLAN SETS AND VERIFIED THE CONSISTENCY OF THE INFORMATION BETWEEN EACH DICIPLINE, INCLUDING BUT NOT LIMITED TO; CURRENT AS-BUILT RECORD INFORMATION FOR ALL
UTILITY AGENCIES (SDG&E, COX CABLE, AT&T, AND CITY OF LA MESA FIBER/ELECTRICAL CONDUITS), ARCHITECTURAL AND LANDSCAPING. THEY VERIFY THEIR REVIEW OF THE ADA PATH OF TRAVEL IN THE R.O.W. WITH THE ONSITE ELEVATIONS TO ENSURE THEY COMPLY. THEY UNDERSTAND THAT
FAILURE TO DO SO MAY RESULT IN CONSTRUCTION CHANGES OR CHANGE ORDERS AND ASSOCIATED REVIEW AND INSPECTION FEES. THE ENGINEER OF WORK ALSO ASKNOWLEDGES THEY HAVE READ AND UNDERSTAND THE DEVELOPER/OWNER'S CERTIFICATE.
''I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS & PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF LA
MESA AND HELIX WATER DISTRICT IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ''
SOILS / GEOTECHNICAL ENGINEER
CERTIFICATION
I HAVE REVIEWED THESE PLANS AND HAVE FOUND THEM TO BE IN
CONFORMANCE WITH THE DESIGN AND CONSTRUCTION
RECOMMENDATIONS AS SPECIFIED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY: NINYO & MOORE, PROJECT NO. 109680001 _________________________________________________________ _________________________________________________________ "AS-GRADED" REPORT DATED BY:
SOILS/GEOTECHNICAL REPORT
1. 2. DAILY INSPECTION AND TESTING REPORTS SHALL BE PREPARED BY OR UNDER
RESPONSIBILE CHARGE OF A CALIFORNIA REGISTERED GEOTECHNICAL OR CIVIL
ENGINEER, SHALL INCLUDE A NOTATION AS TO THE INTENDED PURPOSE OF THE DOCUMENT(S), SUCH AS "DAILY REPORT" AND SHALL BEAR THE NAME AND LICENSE NUMBER OF THE ENGINEER OF RECORD. REPORTS SHALL BE IMMEDIATELY AVAILABLE FOR REVIEW BY CITY INSPECTORS UPON REQUEST. TWO COPIES OF REPORTS, STAMPED
AND SIGNED BY THE ENGINEER OF RECORD SHALL BE SUBMITTED THROUGH CITY BUILDING DIVISION FOR REVIEW PRIOR TO FINAL GRADING INSPECTION.
3. THE CITY OF LA MESA MAY REQUIRE A SECOND SOILS ENGINEER TO VERIFY TESTS PREPARED BY THE PROJECT SOILS ENGINEER WHERE GOOD CAUSE EXISTS.
4. COMPACTION REPORTS SHALL BE PREPARED, STAMPED AND SIGNED BY CALIFORNIA REGISTERED GEOTECHNICAL ENGINEER AND/OR GEOLOGIST OF RECORD. REPORTS SHALL BE IMMEDIATELY AVAILABLE FOR REVIEW BY CITY INSPECTORS UPON REQUEST.
TWO COPIES OF REPORTS, AS PART OF SOILS COMPLIANCE INSPECTION PROCESS, SHALL
BE SUBMITTED THROUGH CITY BUILDING DIVISION FOR REVIEW PRIOR TO FINAL GRADING INSPECTION. 5. THE APPLICANT/DEVELOPER SHALL PAY FOR ALL TESTS TO BE PERFORMED BY THE GEOTECHNICAL/SOIL ENGINEER.
GENERAL NOTES
1. NO WORK SHALL COMMENCE UNTIL ALL NECESSARY PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
2. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DIVISION AT 619-667-1166 AT LEAST 48-HOURS PRIOR TO COMMENCEMENT OF ANY TYPE OF GRADING OR CONSTRUCTION ACTIVITY.
3. ALL EXISTING UTILITIES OR STRUCTURES REPORTED BY THE UTILITY COMPANIES ARE INDICATED HEREON BASED ON INFORMATION OF RECORD. IT SHALL BE THE DUTY OF THE CONTRACTOR TO MAKE A DETERMINATION AS TO THE LOCATION OF ALL UTILITIES. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL HE/SHE HAS MADE THIS DETERMINATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES.
CALL UNDERGROUND SERVICE ALERT AT 1-800-422-4133 A LEAST TWO WORKING DAYS BEFORE STARTING CONSTRUCTION.
4. NEITHER THE OWNER, THE DESIGNER, NOR THE ENGINEER WILL ENFORCE SAFETY MEASURE REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN
ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONTRACTOR AGREES THAT HE/SHE SHALL
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT,
WITH EXCEPTION FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT OR THE ENGINEER.
5. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING ORDINANCE
AND NOTWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO ADJACENT PROPERTY. NO PERSON
SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER ANY
ADJOINING PUBLIC STREET, SIDEWALK, ALLEY OR FUNCTION OF ANY SEWAGE DISPOSAL
SYSTEM OR ANY OTHER PUBLIC OR PRIVATE IMPROVEMENTS WITHOUT SUPPORTING AND
PROTECTING SUCH IMPROVEMENTS FROM SETTLING, CRACKING, EROSION, SILTING,
SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE CITY WILL HOLD THE PERMITTEE RESPONSIBLE FOR ALL DAMAGES AND THE PERMITTEE SHALL REPAIR OR REMOVE AND REPLACE AT NO COST TO THE CITY.
6. THE APPLICANT/DEVELOPER SHALL PROVIDE, BEFORE COMMENCEMENT OF ANY TYPE OF
GRADING OPERATION AND CONSTRUCTION OF PRIVATE OR PUBLIC IMPROVEMENTS, A "HAUL ROUTE" MAP AND RELATED TRAFFIC CONTROL MAP WHICH WILL BE REVIEWED AND APPROVED BY THE CITY ENGINEER.
7. THE CITY OF LA MESA WILL NOT MAINTAIN, OR ASSUME RESPONSIBILITY OR LIABILITY FOR, PRIVATE DRAINAGE SYSTEMS OR RUNOFF. IT SHALL BE THE RESPONSIBILITY OF THE
PROPERTY OWNER TO MAINTAIN AND PREVENT DAMAGE FROM FLOODING TO ADJACENT PROPERTIES.
8. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE IMPROVEMENTS. IF
ANY EXISTING IMPROVEMENTS ARE DAMAGED DURING THE COURSE OF CONSTRUCTION
OF THE PROJECT, THE CONTRACTOR SHALL REPAIR OR REMOVE AND REPLACE AT THEIR EXPENSE.
9. THE CENTERLINE STATIONING SHOWN ON THESE PLANS IS BASED ON DWG# - N/A
10. UNLESS OTHERWISE SHOWN, ALL SEWER AND WATER LATERALS SHALL BE INSTALLED NORMAL TO THE MAIN.
11. CONSTRUCTION STAKING SHALL BE PERFORMED BY THE APPLICANT'S ENGINEER OF RECORD. PROPERTY LINES AND RIGHT OF WAY LINES SHALL BE STAKED IF REQUESTED BY THE INSPECTOR.
12. ALL TEMPORARY PAVING PLACED BY ANY CONTRACTOR, SUBCONTRACTOR OR UTILITY
COMPANY SHALL REMAIN IN THE PUBLIC RIGHT-OF-WAY FOR NOT MORE THAN THIRTY (30) CALENDAR DAYS ON RESIDENTIAL STREETS AND SEVENTY TWO (72) HOURS ON ALL OTHER STREETS PRIOR TO PLACEMENT OF PERMANENT PAVEMENT.
SOURCE OF TOPOGRAPHY:
THE CONTOURS/TOPO/ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEY AND MEASUREMENTS PERFORMED ON 5-11-23, BY WALSH ENGINEERING & SURVEYING, INC., LS NO. 7006.
DIVISION HEAD
DESIGN ENGINEER
CONTROL CERTIFICATION
MAINTENANCE ZONE
DRAWING NUMBER
DESCRIPTION BY APPROVED FILMED
ORIGINAL
DATE
DATE
UTILITIES:
TRAFFIC:
DEVELOPMENT:
PUBLIC WORKS:
GRADING / IMPROVEMENT PLANS FOR :
CITY OF LA MESA, CALIFORNIA - PUBLIC WORKS/ENGINEERING DIVISION SHEET OF 4
DESCRIPTION: 2.5" BRASS DISC STAMPED "3067-J04"
LOCATION: TOP OF STORM DRAIN INLET AT THE
INTERSECTION OF JACKSON DRIVE AND PARKWAY
DRIVE, ON THE EAST SIDE OF THE STREET
RECORD FROM: CITY OF LA MESA, BENCHMARK #143
ELEVATION: 497.35 FEET DATUM: NGVD29
HWD RMB24092
2 BENCHMARK DATA CITY ENGINEER R.C.E. 46469
RECORD DRAWING
BY: RCE:
GIS UPDATED:
REVIEWED BY:
APPROVED:
CITY ENGINEER
PUBLIC WORKS INSPECTOR DATE
DATE:
DATE
REVIEWED BY:
BULIDNG INSPECTOR DATE
CCRT PROPERTIES
8301 FLETCHER PARKWAY, LA MESA, CA 91942
A SITE SOILS INSPECTION AND REVIEW FOR THIS PROJECT WAS PREPARED BY:
CHRISTINA A. TRETINJAK AND JEFFREY T. KENT, NINYO & MOORE, 5710 RUFFIN ROAD, SAN DIEGO, CA 92123, 858-576-1000, PROJECT NO. 109680001, DATED 9/7/2023 ADDENDUM DATED 10/25/2023
8 SITE
CHRISTINA A. TRETINJAK, CEG No. 2650, EXP 12-31-23 DATE No. 2817
STATE OF CALIFORNIA
RE
GISTERED PROFESSIONAL ENGIN
E
E
R
GEOTECHNI AC
L
PROPOSED
LAWRENCE W. WALSH, RCE No. 46316, EXP. 12-31-23 DATE
No. 2650
STATE OF CALIFORNIA
CHRISTINA A.TRETINJA
K
C
E
RTIFIED ENGINEERING GEOLOGIS
T
JEFFREY T. KENT, GE No. 2817, EXP 12-31-23 DATE
JEFFREY T. KENT
9412.01
GRADING NOTES
1. ALL GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND CITY OF LA MESA STANDARDS.
2. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON FOR PUBLIC ROAD PURPOSES.
3. OFFSITE IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY BEYOND THE PARCEL BOUNDARY
MAY BE REQUIRED TO BE INSTALL, AS DETERMINED BY THE CITY ENGINEER, TO PROVIDE PROPER TRANSITION TO THE STREET AND SIDEWALK AND TO ADDRESS DRAINAGE.
4. THE APPLICANT SHALL REMOVE AND REPLACE EXISTING CURB AND SIDEWALK IF IT IS FOUND TO BE CRACKED, BROKEN, DISPLACED OR NOT IN COMPLIANCE WITH CURRENT ADA STANDARDS. EXISTING DRIVEWAYS TO BE REMOVED SHALL BE REPLACED WITH FULL HEIGHT CURB AND GUTTER. THE CITY INSPECTOR WILL IDENTIFY THE LIMITS OF REMOVAL AND REPLACEMENT. ANY EXISTING PEDESTRIAN RAMPS ALONG YOUR FRONTAGE WILL BE BROUGHT UP TO CURRENT ADA REQUIREMENTS, AS NECESSARY.
5. GRADING PLANS ARE NOT APPROVED FOR PUBLIC IMPROVEMENTS, EXCEPT WHERE IDENTIFIED ON THE PLAN SHEETS.
6. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS WHERE APPLICABLE.
7. IMPORT MATERIAL SHALL BE OBTAINED FROM AND EXPORT MATERIAL SHALL BE DISPOSED TO A LEGAL SITE.
8. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR
GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
9. THE CITY ENGINEER'S APPROVAL OF THESE PLANS DOES NOT CONSTITUTE THE BUILDING
OFFICIAL'S APPROVAL OF ANY FOUNDATION FOR STRUCTURES TO BE PLACED ON THE AREA COVERED BY THESE PLANS.
10. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED
TRANSITION FROM CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES.
11. FILL SLOPES SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% OF MAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE SOILS / GEOTECHNICAL ENGINEER.
12. TOP OF RETAINING WALL WILL BE 6" ABOVE TOP OF SLOPE OR FINISH GRADE.
13. EARTHWORK QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY.
14. ALL PROPOSED CONTOUR GRADES AND SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVING, FINISHED FLOOR OR FINISHED GRADE IN LANDSCAPED AREAS.
15. THE OWNER/CONTRACTOR SHALL PROVIDE EROSION CONTROL AS REQUIRED BY THE CITY'S EROSION CONTROL POLICY.
16. CUT: 100 CY FILL: 0 CY REMEDIAL: 202 CY EXPORT: 100 CY
17. AREA OF HARDSCAPE: 2,035 SQ. FT.
18. TOTAL DISTURBED AREA: 10,111 SQ. FT.
19. EXISTING SITE SLOPE: 4%
CONSTRUCTION NOISE
THE CONTRACTOR SHALL COMPLY WITH LA MESA MUNICIPAL CODE SECTION 10.80, NOISE REGULATION. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP,
REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM AND 4:30 PM EACH DAY, MONDAY THROUGH FRIDAY, AND NO
EARTH WORKING OR GRADING OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SATURDAYS, SUNDAYS OR HOLIDAYS.
DEVELOPER'S/OWNER'S CERTIFICATE:
THE DEVELOPER/OWNER ACKNOWLEDGES THAT THE CITY'S REVIEW OF THE PLANS IS MINOR
IN COMPARISON TO THE TIME THAT THE DEVELOPER'S/OWNER'S DESIGN TEAM SPENDS IN DESIGNING AND DRAFTING THE PLANS. IT IS THE RESPONSIBILITY OF THE DESIGN TEAM TO
THOROUGHLY REVIEW EXISTING LOCAL/STATE/FEDERAL RULES AND LAWS, CONDITIONS, PLANS AND DESIGN GUIDELINES. IN ADDITION, THE DESIGN TEAM SHALL THOROUGHLY
REVIEW PLANS FROM OTHER DISCIPLINES TO ENSURE THE PROJECT PLANS ARE CLEAR AND THERE ARE NO CONFLICTS. IT IS UNDERSTOOD THAT A FAILURE TO PRODUCE ACCURATE, NON-CONFLICTING PLANS WILL LIKELY RESULT IN DELAYS. THESE DELAYS CAN BE IN THE FORM
OF FAILED INSPECTIONS, STOP WORK NOTICES, CONSTRUCTION CHANGES AND ADDITIONAL FEES.
THE DEVELOPER/OWNER ACKNOWLEDGES THAT SHOULD THE CONTRACTOR DEVIATE FROM
THE PLANS OR THE STANDARDS REFERENCED IN THE PLANS THAT THIS WILL RESULT IN DELAYS. DEVIATIONS CAN RESULT IN A STOP WORK NOTICE AND/OR ADDITIONAL INSPECTIONS AND FEES. AT THE PRE-CONSTRUCTION MEETING THE CITY WILL INFORM THE
CONTRACTOR THAT THEY SHOULD CONTACT THE DESIGN TEAM IN CASE THERE ARE ANY QUESTIONS ON THE PLANS. THE CITY'S INSPECTOR MAY INTERPRET THE PLANS, BUT THE CONTRACTOR SHALL CONTACT THE DESIGN TEAM FOR CLARIFICATION AND FINAL DIRECTION.
THE DEVELOPER/OWNER ACKNOWLEDGES AND SHALL HAVE THE ENGINEER OF WORK MAKE
SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THE PLANS WHICH THE CITY ENGINEER OR THE ENGINEER OF WORK DETERMINE ARE NECESSARY AND DESIRABLE. ALL PLAN CHANGES
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO THE CONSTRUCTION AND IT IS
UNDERSTOOD SHOULD CONSTRUCTION PROCEED WITHOUT APPROVAL, THE IMPROVEMENTS MAY BE REJECTED, DEMOLISHED AND/OR RECONSTRUCTED AT NO COST TO THE CITY.
THE DEVELOPER/OWNER ACKNOWLEDGES THAT THE ENGINEER OF WORK IS REQUIRED AND
SHALL VERIFY THAT ALL ITEMS AS SHOWN ON THE PLANS ARE CONSTRUCTED PER THE PLAN AND ANY CHANGES NOTED AS PART OF THE AS-BUILT PROCESS. THE RELEASE OF PROJECT'S
SECURITY/DEPOSITS SHALL NOT OCCUR UNTIL AFTER THE AS-BUILT PROCESS HAS BEEN COMPETED. A REFUNDABLE CASH DEPOSIT OF $200/SHEET IS DUE WHEN THE GRADING OR
ENCROACHMENT PERMIT IS APPLIED FOR AND WILL BE USED BY THE CITY TO OBTAIN AS-BUILT
DRAWING INFORMATION IN INSTANCES WHERE AS-BUILTS WERE NOT PROPERLY FILED PRIOR TO RELEASE OF BONDS AND OBTAINING FINAL OCCUPANCY.
CONSTRUCTION CHANGES:
ALL CONSTRUCTION AND/OR DESIGN CHANGES TO THE APPROVED PLANS SHALL BE PROPOSED BY THE ENGINEER OF WORK AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
CONSTRUCTION CHANGES SHALL BE INCORPORATED AT THE SITE AFTER APPROVAL BY THE CITY ENGINEER.
A.C. / P.C.C. & TRENCH BACKFILL &
COMPACTION
1. AT THE DISCRETION OF THE ENGINEERING INSPECTOR BASED UPON HIS REVIEW OF
EXISTING CONDITIONS, PAVEMENT REPLACEMENT SHALL BE ALONG THE ENTIRE PROPERTY FRONTAGE TO STREET CENTERLINE.
2. ALL EXISTING IMPROVEMENTS, INCLUDING STREET PAVEMENT, SHALL BE SAW CUT.
3. A.C. SHALL BE LAID IN TWO (2) LIFTS MINIMUM. A.C. FOR THE BASE COURSE SHALL BE CLASS B-PG 64-10 (3
4"). A.C. FOR THE SURFACE COURSE SHALL BE CLASS D1-PG 64-10 (3 8").
REFER TO SECTION 203 OF GREEN BOOK. SURFACE COURSE SHALL BE 1.0" THICK MINIMUM. (USE CALTRANS SPECIFICATIONS FOR MAJOR/F.A.U. STREETS).
4. ON SITE PARKING LOTS SHALL BE PAVED WITH A MINIMUM OF 3" A.C. OVER 4" CLASS 2 OR D.G. BASE OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER BASED ON "R" VALUE.
5. THE STREET SECTION SHALL BE ADJUSTED DURING CONSTRUCTION IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND APPROVAL OF THE CITY ENGINEER. (REFER TO TYPICAL SECTION.)
6. ALL CONCRETE CURBS, SIDEWALKS, DRIVEWAYS, SWALES AND CROSS GUTTERS SHALL BE CONSTRUCTED ON A MINIMUM 3" DG BASE.
7. TRENCH BACKFILL FOR ALL UTILITIES IN PUBLIC RIGHT-OF-WAY AND IN PUBLIC EASEMENTS SHALL BE D.G. OR CLASS 2 MATERIAL. TRENCH BACKFILL FOR MAJOR/F.A.U. STREETS SHALL BE CLASS 2 MATERIAL. CLASS 2 MATERIAL SHALL MEET CALTRANS SPECIFICATIONS, SECTION 26-1.02a (3
4" MAXIMUM).
8. ALL ONSITE PRIVATE IMPROVEMENTS MAY BE CONSTRUCTED ON NATIVE OR OTHER SUITABLE BASE MATERIAL IF APPROVED BY A GEOTECHNICAL/SOILS ENGINEER.
9. A.C. PAVEMENT SECTIONS SHALL BE PER SOILS/GEOTECH RECOMMENDATIONS BUT AT A MINIMUM OF 4" ON 8" BASE AND 6" ON 10" BASE FOR MAJOR / F.A.U. STREETS OR 1" THICKER THAN EXISTING PAVEMENT THICKNESS, WHICHEVER IS GREATER.
10. THE UPPER 2.5 FEET OF THE TRENCH MEASURED FROM TOP OF PAVEMENT IN THE PUBLIC
RIGHT-OF-WAY/PUBLIC STREETS SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95 PERCENT OF MAXIMUM DRY DENSITY.
11. CLASS 2 MATERIAL SHALL MEET CALTRANS SPECIFICATIONS, SECTION 26-1.02A (3/4" MAXIMUM).
12. DISINTEGRATED GRANITE (D.G.) SHALL MEET THE GREEN BOOK SPECIFICATIONS, SECTION 400-2.31.
13. FOR MATERIAL TESTING, REFER TO CALTRANS SPECIFICATIONS, SECTION, 6-3.01
REQUIRED PERMITS
1. AN ENCROACHMENT PERMIT FROM THE CITY ENGINEER'S OFFICE WILL BE REQUIRED FOR ANY WORK IN THE CITY RIGHT-OF-WAY OR PUBLIC EASEMENTS. A SEPARATE TRAFFIC CONTROL PLAN WILL BE REQUIRED (SEE APPENDIX "A" OF THE SAN DIEGO REGIONAL STANDARDS).
2. ENCROACHMENT REMOVAL AGREEMENT, SUBJECT TO APPROVAL OF THE CITY ENGINEER,
SHALL BE EXECUTED FOR ANY TYPE OF PRIVATE IMPROVEMENTS ENCROACHING INTO THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENT (E.G.: RETAINING WALL, FOOTING, FENCE, STEPS, SIGNS, STAMPED CONCRETE, ASPHALT CONCRETE DRIVEWAY, ETC.).
3. A GRADING PERMIT SHALL BE REQUIRED FROM THE BUILDING DEPARTMENT.
4. CONTRACTORS ARE REQUIRED TO OBTAIN A PERMIT FROM THE DEPARTMENT OF
OCCUPATIONAL SAFETY & HEALTH (DOSH) FOR CONSTRUCTION OF TRENCHES OR
EXCAVATIONS WHICH ARE FIVE FEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND.
5. ALL ON-SITE RETAINING WALL CONSTRUCTION SHALL REQUIRE SEPARATE BUILDING PERMIT.
6. A LETTER OF PERMISSION IS REQUIRED FROM PROPERTY OWNERS IF GRADING AND/OR ANY OTHER WORK WILL BE PERFORMED ON ADJACENT PROPERTIES.
7. A TRANSPORTATION PERMIT IS REQUIRED FOR UNUSUALLY WIDE AND HEAVY LOADS.
WORK TO BE DONE:
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH
THESE PLANS AND STANDARD SPECIFICATIONS FOR THE CITY OF LA MESA AND HELIX WATER DISTRICT, AND TO THE SATISFACTION OF THE CITY ENGINEER AND DISTRICT ENGINEER.
GRADING PERMIT: GP-2023-2311 - ISSUED: 12/19/2023
BUILDING PERMIT: BP- - - ISSUED: . PRIVATE CONTRACT ENCROACHMENT PERMIT: - - ISSUED: .
SCANNED BY: DATE: .
EXPIRES ONE YEAR AFTER SIGNATURE DATE
DIVISION HEAD DESIGN ENGINEER CONTROL CERTIFICATION MAINTENANCE ZONE DRAWING NUMBER DESCRIPTION BY APPROVED FILMED ORIGINAL DATE DATE UTILITIES: TRAFFIC: DEVELOPMENT: PUBLIC WORKS: GRADING / IMPROVEMENT PLANS FOR : CITY OF LA MESA, CALIFORNIA - PUBLIC WORKS/ENGINEERING DIVISION SHEET OF 4 DESCRIPTION: 2.5" BRASS DISC STAMPED "3067-J04" LOCATION: TOP OF STORM DRAIN INLET AT THE INTERSECTION OF JACKSON DRIVE AND PARKWAY DRIVE, ON THE EAST SIDE OF THE STREET RECORD FROM: CITY OF LA MESA, BENCHMARK #143 ELEVATION: 497.35 FEET DATUM: NGVD29 HWD RMB24092 2 BENCHMARK DATA CITY ENGINEER R.C.E. 46469 RECORD DRAWING BY: RCE: GIS UPDATED: REVIEWED BY: APPROVED: CITY ENGINEER PUBLIC WORKS INSPECTOR DATE DATE: DATE REVIEWED BY: BULIDNG INSPECTOR DATE CCRT PROPERTIES 8301 FLETCHER PARKWAY, LA MESA, CA 91942 2 607 Aldwych Road, El Cajon, CA 92020
(619) 588-6747 (619) 792-1232 Fax
Walsh Engineering & Surveying, Inc. LAWRENCE W. WALSH DATE L46316
AWRENCE
W. WALSH
C I V I L
STATE
OF
C
ALIFORNIA
REGISTERED PROF
E
S
SIONAL ENGINEER GRADING, RETAINING WALL & DRAINAGE DATA TABLE: ZONING: C AREA OF THE LOT/PARCEL (SQ. FT): 13,389 SITE TO BE GRADED (%): 30% SITE AREA WITH EXISTING SLOPES 25% OR GREATER (%): 0% MAXIMUM HEIGHT: CUT SLOPES - 4' FILL SLOPES - N/A COLLECTION & DISPOSITION OF ON SITE DRAINAGE TO: CITY STORM DRAIN SYSTEM WALL # LENGTH MAX HT. AREA WALL TYPE A 53' 3'-8" 160 SF TO BE SUBMITTED AND APPROVED BY BUILDING PERMIT B 57' 2'-8" 115 SF TO BE SUBMITTED AND APPROVED BY BUILDING PERMIT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT HELIX WATER DISTRICT 48 HOURS PRIOR TO COMMENCING WORK AT (619) 596-3860 AND UNDERGROUND SERVICE ALERT FOR LOCATION OF EXISTING WATER FACILITIES AT 1-800-422-4133. CONTRACTOR TO PROTECT ALL EXISTING HELIX WATER DISTRICT FACILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO HELIX WATER DISTRICT FACILITIES AS A RESULT OF HIS/HER OPERATION, AND SHALL IMMEDIATELY CALL THE HELIX WATER DISTRICT WHO WILL REPAIR ANY DAMAGE AND WILL BILL THE DEVELOPER FOR THE COST INCURRED. CONTRACTOR TO PROVIDE CONTINUOUS WATER SERVICE TO ALL WATER ACCOUNTS SHOWN OR NOT SHOWN ON THESE PLANS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE DISTRICT ACCESS TO WATER FACILITIES DURING ALL PHASES OF CONSTRUCTION. APPROVAL/REVIEW OF PLANS BY HELIX WATER DISTRICT DOES NOT CONSTITUTE RESPONSIBILITY FOR ACCURACY OF INFORMATION NOR LOCATIONS OF ANY EXISTING UTILITIES. DEVELOPER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY WATER LATERALS, FIRE HYDRANTS OR FACILITIES THAT FALL WITHIN DRIVEWAYS OR OTHERWISE CONFLICT WITH ANY PROPOSED FACILITIES OR IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OR ADJUSTMENT OF ANY NEW OR EXISTING WATER SERVICE APPURTENANCES, MANHOLES, GATE VALVE COVERS, OR METER BOXES TO NEW FINISH GRADE. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, CONCRETE CROSS GUTTERS, SIDEWALK OR SURFACING OF STREETS. DEVELOPER AGREES THAT IF THEY, THEIR EMPLOYEES, AGENTS, OR ANY INDEPENDENT CONTRACTORS OR SUBCONTRACTORS SHOULD USE WATER OTHER THAN THROUGH AN AUTHORIZED WATER METER, DEVELOPER SHALL PAY A CHARGE, DETERMINED BY HELIX WATER DISTRICT, PER OCCURRENCE FOR SAID USE. SAID PAYMENT MAY BE DEDUCTED FROM ANY DEPOSIT DEVELOPER HAS WITH HELIX WATER DISTRICT. NO PERSON, OTHER THAN AN EMPLOYEE OR AGENT OF THE HELIX WATER DISTRICT, SHALL HAVE A RIGHT TO OPERATE ANY PART OF A HELIX WATER DISTRICT WATER DISTRIBUTION SYSTEM AND FIRE HYDRANTS. ANY PERSON WHO TAMPERS OR INTERFERES WITH ANY PART OR COMPONENT OF SAID SYSTEM, OR CAUSES OR PERMITS ANY ACT OF TAMPERING OR INTERFERING WITH THE SYSTEM, SHALL BE LIABLE FOR ANY INJURY OR DAMAGE CAUSED THEREBY OR RESULTING THERE FROM. A CHARGE, DETERMINED BY HELIX WATER DISTRICT, PER OCCURRENCE WILL BE IMPOSED ON ANY PERSON OR COMPANY WHO OPERATES ANY PART OF THE HELIX WATER DISTRICT WATER SYSTEM WITHOUT PROPER AUTHORIZATION. FOR WORK OVER EXISTING WATER FACILITIES, HEAVY EQUIPMENT (ABOVE H20 LOADING) SHALL NOT BE USED WHEN COVER OVER THE WATER MAIN IS LESS THAN THREE (3) FEET THROUGH ALL PHASES OF CONSTRUCTION, INCLUDING THE REMOVAL AND/OR INSTALLATION OF PAVEMENT SECTIONS. DEVELOPER/CONTRACTOR SHALL INSTALL ONLY HIGH EFFICIENCY APPLIANCES, USE ONLY HIGH EFFICIENCY TECHNOLOGIES AND LANDSCAPE USING LOW WATER USE PLANTS. DEVELOPER/CONTRACTOR SHALL COORDINATE THE INSTALLATION OF WATER EFFICIENT APPLIANCES, TECHNOLOGIES AND LANDSCAPING WITH HELIX WATER DISTRICT REPRESENTATIVE. PLEASE CONTACT THE DISTRICT'S PUBLIC AFFAIRS GROUP AT [email protected] FOR INSPECTION AND COORDINATION. CONTRACTOR IS TO COORDINATE THE LOCATION OF ANY PROPOSED FIRE PROTECTION FACILITIES WITH THE FIRE DEPARTMENT OF JURISDICTION, PRIOR TO INSTALLATION OF THE FACILITIES. COMMERCIAL AND MULTIPLE DWELLING PROPERTIES WITH MORE THAN 5,000 SQUARE FEET OF IRRIGATED LANDSCAPE MUST HAVE A SEPARATE WATER METER FOR LANDSCAPE PURPOSES. ANY EXISTING WATER SERVICES SERVING THE PROPERTY THAT WILL NOT BE USED SHALL BE ABANDONED BY THE DISTRICT AT THE OWNER'S EXPENSE. ANY FINISHED SURFACE IMPROVEMENT OTHER THAN ASPHALT ABOVE THE PIPELINE OR UNDERGROUND FACILITIES, WILL REQUIRE AN ENCROACHMENT REMOVAL AGREEMENT. PERMEABLE FINISHED SERVICE IMPROVEMENTS ARE PROHIBITED WITHIN HELIX WATER DISTRICT WATER MAIN EASEMENT. TRENCH REPAIR IS TO BE BY HELIX WATER DISTRICT TRENCH DETAIL OR THE CITY OR COUNTY TRENCH REPAIR DETAIL, WHICHEVER IS MORE STRINGENT. BACKFLOW PREVENTION WILL BE REQUIRED ON WATER METERS SERVING COMMERCIAL PROPERTIES, PROPERTIES WITH FIRE SPRINKLER SYSTEMS AND/OR ON LANDSCAPE IRRIGATION WATER METERS. CONTACT THE DISTRICT'S CROSS-CONNECTION CONTROL COORDINATOR AT 619 667-6224. SUBMIT CUT SHEETS OF THE PROPOSED BACKFLOW PREVENTION DEVICES FOR APPROVAL. RESIDENTIAL DWELLINGS WITH FIRE PROTECTION SYSTEMS SHALL HAVE A TESTABLE BACKFLOW PREVENTION ASSEMBLY (BPA) OR A PASSIVE PURGE SYSTEM INSTALLED FOR SYSTEM PROTECTION. COORDINATE APPROVAL OF THE BPA WITH THE DISTRICT'S CROSS CONNECTION CONTROL COORDINATOR AT 619-667-6224. IF PASSIVE PURGE IS SELECTED FOR BACKFLOW PREVENTION, BUILDING PLANS SHOWING THE PASSIVE PURGE SYSTEM SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO IMPROVEMENT PLAN APPROVAL. THE WATER METER WILL NOT BE ACTIVATED UNTIL THE PASSIVE PURGE SYSTEM HAS BEEN COMPLETED OR A TEMPORARY BACKFLOW METER PROTECTION IS IN PLACE. ALL WATER SERVICE LATERALS, FIRE SERVICE LATERALS, FIRE HYDRANT LATERALS, BLOW-OFF LATERALS AND WATER MAINS THAT CROSS ANY BIO-RETENTION SWALE, MUST BE WITHIN A HARDENED SURFACE (CONCRETE). ROOF DRAINS OR DOWN SPOUTS FROM HOMES OR BUILDINGS ARE PROHIBITED FROM DISCHARGING WATER IN OR NEAR WATER METER BOXES. FOR NEW SEWER MAINS OR STORM DRAINS CROSSING BENEATH EXISTING WATER MAINS, CONTRACTOR SHALL PROTECT THE EXISTING MAIN PER WATER AGENCIES' STANDARD DRAWING WP-08 OR REPLACE THE EXISTING WATER MAIN WITH NEW PVC PIPE AT THE DISCRETION OF THE DISTRICT ENGINEER. PIPE REPLACEMENTS SHALL EXTEND A MINIMUM OF 2' BEYOND THE EDGE OF THE TRENCH WIDTH ON BOTH SIDES OF THE CROSSING. CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS PRIOR TO CROSSING UNDER ANY EXISTING WATER MAIN AND SHALL COORDINATE THE INSPECTION OF ALL WORK RELATED TO THE PROTECTION OF EXISTING WATER FACILITIES WITH THE DISTRICT INSPECTOR. UNLESS SHOWN ON THESE PLANS, PRIVATE WATER LINES AND OTHER PRIVATE UTILITIES (PROPOSED OR EXISTING) SHALL NOT RUN PARALLEL WITHIN A WATER LINE EASEMENT. PERPENDICULAR CROSSINGS ONLY SHALL BE PLACED IN A CASING AND SHALL BE SHOWN ON RECORD DRAWINGS. THE CASING SHALL BE CENTERED ON THE PUBLIC WATER LINE, 5' ON BOTH SIDES, AND ENCASED IN CONCRETE (RED COLORED CONCRETE FOR ELECTRICAL CONDUITS) THE FULL LENGTH OF THE CASING. CONTRACTOR SHALL MAINTAIN A MINIMUM 12-INCH VERTICAL SEPARATION BETWEEN THE WATER MAIN AND ALL OTHER UTILITIES AT THE CROSSINGS. IN ADDITION, PRIVATE UTILITIES INSTALLED AFTER THE WATER FACILITIES THAT CROSS OR OTHERWISE DISTURB THE WATER FACILITY'S TRENCH LINE INCLUDING WATER MAINS, SERVICES AND APPURTENANCES, SHALL BE BACKFILLED WITH THE MATERIAL AS APPROVED PER WAS. HELIX WATER DISTRICT WILL PERFORM THE WORK. APPROXIMATELY EIGHT (8) WEEKS AFTER APPROVAL OF ALL REQUIRED PROJECT DOCUMENTS. CONTRACTOR TO INSTALL BACKFLOW PREVENTION DEVICES AND CONNECT PRIVATE PLUMBING. HELIX WATER DISTRICT NOTES: BOND RELEASE, "AS-BUILT" OR RECORD PLANS AND ELECTRONIC FILES: 1. THE CONTRACTOR SHALL MAINTAIN ONE SET OF PLANS WITH ALL CONSTRUCTION CHANGES. THE PLAN SHALL BE MADE AVAILABLE TO THE ENGINEER OF WORK TO PREPARE RECORD PLANS. THE BOND WILL BE RELEASED AND THE FINAL OCCUPANCY PERMIT WILL BE ISSUED ONLY AFTER THE RECORD PLANS (MYLARS) ARE PROVIDED WITH AN ELECTRONIC FILE AND THE PLANS ARE REVIEWED AND APPROVED BY THE CITY INSPECTOR. 2. THREE COPIES OF AS-BUILT GRADING DOCUMENTATION SHALL BE SUBMITTED THROUGH CITY BUILDING DIVISION FOR REVIEW PRIOR TO FINAL GRADING INSPECTION AND SHALL INCLUDE: A) GRADING PLAN PREPARED, STAMPED AND SIGNED BY CALIFORNIA REGISTERED CIVIL ENGINEER OF RECORD WHICH SHOWS SITE DEVELOPMENT, GRADING AND EROSION CONTROL ELEMENTS AND MEASURES AS PERMITTED AND SHOWS AS-BUILT ELEMENTS AND MEASURES REDLINED FOR ANY CHANGES MADE DURING GRADING. B) GEOTECHNICAL REPORT PREPARED, STAMPED AND SIGNED BY CALIFORNIA REGISTERED GEOTECHNICAL ENGINEER OF RECORD WHICH INCLUDES SUMMARIES OF TESTING MADE DURING GRADING, ANY ADDITIONAL GEOTECHNICAL INFORMATION DISCOVERED DURING GRADING, COMMENTS ON ANY CHANGES MADE DURING GRADING, RECOMMENDATIONS BASED ON ANY CHANGES MADE DURING GRADING. CONTRACTOR'S LICENSE & LIABILITY INSURANCE: 1. THE CONTRACTOR SHALL FURNISH THE CITY A POLICY OR CERTIFICATE OF LIABILITY INSURANCE IN WHICH THE AGENCY IS THE NAMED INSURED OR IS NAMED AS AN ADDITIONAL WITH THE CONTRACTOR. A COMBINED SINGLE LIMIT POLICY WITH AGGREGATE LIMITS IN THE AMOUNT OF $3,000,000 WILL BE CONSIDERED EQUIVALENT TO THE REQUIRED MINIMUM LIMITS (SECTION 7-3 OF THE GREEN BOOK). 2. PRIOR TO ISSUANCE OF THE ENCROACHMENT PERMIT, THE PRIME CONTRACTOR MUST HAVE CLASS 'A' LICENSE (GENERAL ENGINEERING CONTRACTOR) OR AS APPROVED BY THE CITY ENGINEER. 3. THE CONTRACTOR SHALL PROVIDE PROOF OF INSURANCE AND LICENSE PRIOR TO ISSUANCE OF THE ENCROACHMENT PERMIT. BUSINESS LICENSE: 1. THE CONTRACTORS AND SUBCONTRACTORS ARE REQUIRED TO OBTAIN A BUSINESS LICENSE PRIOR TO THE COMMENCEMENT OF ANY TYPE OF CONSTRUCTION OR GRADING OPERATION PURSUANT TO THE LA MESA MUNICIPAL CODE SECTION 6.08.010 THRU 6.08.240. FOR INFORMATION CONTACT THE LA MESA FINANCE DEPARTMENT AT 619-667-1118. ADDITIONAL FEES & USER FEE COST RECOVERY POLICY (RESO. NO. 2004-071): 1. ADDITIONAL PLAN REVIEW AND INSPECTION FEES WILL BE CHARGED FOR PLAN CHECKS GOING BEYOND 3 REVIEWS AND CONSTRUCTION REVISIONS TO THE APPROVED PLANS. THE MINIMUM FEE WILL BE FOR TWO HOURS OF THE CITY STAFF TIME. THE ENGINEERS, ARCHITECTS AND DESIGNERS ARE ENCOURAGED TO PREPARE PLANS AS ACCURATE AS POSSIBLE TO AVOID ADDITIONAL FEES. 9412.02 LANDSCAPE & IRRIGATION: 1. ALL SLOPES OVER THREE FEET IN HEIGHT SHALL BE PLANTED. 2. ALL MAJOR CUT AND FILL SLOPES (THOSE IN EXCESS OF 15 FEET VERTICALLY) SHALL BE PLANTED. REQUIRED IRRIGATION SYSTEM SHALL BE INSTALLED. IN ADDITION, AT THE DISCRETION OF THE CITY ENGINEER, ANY SLOPE THAT IS CONSIDERED A POTENTIAL EROSION HAZARD MUST ALSO BE PLANTED. 3. LANDSCAPE AND IRRIGATION PLANS SHALL BE APPROVED BY THE PLANNING DEPARTMENT PRIOR TO ISSUANCE OF THE GRADING PERMIT. 4. THE OWNER SHALL INSTALL AND MAINTAIN LANDSCAPE AND IRRIGATION SYSTEM BETWEEN THE CURB AND THE PROPERTY LINE. 5. ALL WALL DRAINS ARE TO BE CONNECTED TO YARD DRAINAGE SYSTEM. MATERIAL SUBSTITUTIONS: MATERIAL SUBSTITUTIONS SHALL BE PROPOSED BY THE ENGINEER OF WORK. THE PROPOSAL SHALL INCLUDE SPECIFICATIONS, TEST RESULTS, WITH OTHER RELEVANT INFORMATION FOR REVIEW AND APPROVAL BY THE CITY ENGINEER. NO MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OF THE CITY ENGINEER. STORM WATER NOTES: 1. THE CITY OF LA MESA HAS ESTABLISHED MINIMUM BMPS THAT MUST BE IMPLEMENTED AT ALL CONSTRUCTION SITES REGARDLESS OF THE WATER QUALITY THREAT PRIORITIZATION. EACH CONSTRUCTION SITE WILL BE REQUIRED TO PREVENT DISCHARGES TO THE MEP USING AN EFFECTIVE COMBINATION OF PLANNING AND RESEARCH, EROSION PREVENTION, SEDIMENT CONTAINMENT, MATERIALS AND EQUIPMENT MANAGEMENT AND NON-STORM WATER DISCHARGE AND DRAINAGE CONTROL. THE CITY WILL ALSO REQUIRE IMPLEMENTATION OF ANY ADDITIONAL SITE SPECIFIC BMPS AS NECESSARY TO COMPLY WITH THE PERMIT. 2. AT A MINIMUM, 125% OF THE MATERIALS NEEDED TO INSTALL STANDBY BMPS NECESSARY TO COMPLETELY PROTECT EXPOSED PORTIONS OF THE SITE FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON THE SITE. 3. DRY SEASON (MAY 1 THROUGH SEPTEMBER 30) · ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PREVENTION CONTROLS PROPERLY INSTALLED INCLUDING BUILDING PADS, UNFINISHED ROADS AND SLOPES. SLOPES GREATER THAN 33.3% OR 1:3 (VERTICAL VS. HORIZONTAL) MAY USE PROPERLY DESIGNED AND INSTALLED DE-SILTING BASINS AT ALL DISCHARGE POINTS IN LIEU OF THIS REQUIREMENT. · ADEQUATE PERIMETER PROTECTION BMPS MUST BE INSTALLED AND MAINTAINED. · ADEQUATE SEDIMENT CONTROL BMPS MUST BE INSTALLED AND MAINTAINED. · ADEQUATE BMPS DESIGNED TO CONTROL OFF-SITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. · AN APPROVED “WEATHER TRIGGERED” RESPONSE PLAN IS MANDATED FOR IMPLEMENTATION IN THE EVENT THAT A PREDICTED STORM EVENT HAS A 50% CHANCE OF RAIN. THE PROPONENT MUST HAVE THE CAPACITY TO DEPLOY THE STANDBY BMPS WITHIN 48 HOURS OF THE PREDICTED STORM EVENT. · ALL SLOPES MUST BE EQUIPPED WITH EROSION PREVENTION BMPS AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE. · CLEARED OR GRADED AREAS LEFT EXPOSED AT ANY GIVEN TIME ARE LIMITED TO THE AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED STORM EVENT. 4. WET SEASON (OCTOBER 1 THROUGH APRIL 30) · IN ADDITION TO THE DRY SEASON REQUIREMENTS: · PERIMETER PROTECTION AND SEDIMENT CONTROL BMPS MUST BE UPGRADED IF NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS. · ADEQUATE EROSION PREVENTION BMPS MUST BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO OCTOBER 1 AND MAINTAINED THROUGHOUT THE WET SEASON. IF A BMP FAILS, IT MUST BE REPAIRED, IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. · THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED STANDBY EROSION AND SEDIMENT CONTROL BMP CAPACITY. · AN INCOMPLETE DISTURBED AREA THAT IS NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 10 DAYS OR MORE. 5. MINIMUM BMPS FOR CONSTRUCTION ACTIVITIES THE CITY HAS COMPILED AN INVENTORY OF BMPS APPLICABLE TO CONSTRUCTION ACTIVITIES. SELECTED BMPS WERE OBTAINED FROM THE CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL (NOVEMBER 2000) AND HAVE BEEN ALTERED BY THE CITY WHERE APPROPRIATE AND NOTED WITH AN ASTERISK. CONSTRUCTION PROJECTS WITHIN THE CITY WILL BE REQUIRED TO IMPLEMENT AT LEAST ONE OF THE BMPS FROM EACH CATEGORY AND SUBCATEGORY LISTED BELOW, WHERE APPLICABLE. ADDITIONAL BMPS MAY BE SELECTED FOR SPECIFIC PURPOSES. IN THE LISTING BELOW, CALTRANS BMP IDENTIFICATION NUMBERS ARE GIVEN IN PARENTHESES. A. SOIL STABILIZATION AND EROSION PREVENTION - PHYSICAL STABILIZATION BMPS SUCH AS VEGETATION, LANDSCAPING OR STRUCTURAL METHODS ARE REQUIRED TO PREVENT EROSION FROM EXPOSED SLOPES. 1. PLANNING AND SCHEDULING (SS-1)* 2. PHYSICAL STABILIZATION · PRESERVATION OF EXISTING VEGETATION (SS-2)* · HYDRAULIC MULCH (SS-3)*· HYDROSEEDING (SS-4)*· SOIL BINDERS (SS-5)* · STRAW MULCH (SS-6)*· GEOTEXTILES, PLASTIC COVERS AND EROSION CONTROL BLANKETS/MATS (SS-7)*
· WOOD MULCHING (SS-8)*· EARTH DIKES/DRAINAGE SWALES AND LINED DITCHES (SS-9)* 3. SITE DRAINAGE · OUTLET PROTECTION/VELOCITY DISSIPATION (SS-10)* · SLOPE DRAINS (SS-11)* B. SEDIMENT CONTAINMENT - SEDIMENT CONTAINMENT CONTROLS SHOULD BE USED TO SUPPLEMENT EROSION PREVENTION METHODS NOT AS A SUBSTITUTE FOR EROSION CONTROL. SEDIMENT CONTROLS ACT TO CONTAIN SEDIMENT THAT HAS BEEN PREVIOUSLY ERODED AND MAY GET CARRIED ON-SITE AND/OR DISCHARGED FROM THE SITE IN SHEET FLOW OR FROM TRACKING BY EQUIPMENT AND VEHICLES. 1. PERIMETER PROTECTION· SILT FENCING (SC-1)*· GRAVEL BAG BERM (SC-6)* · FIBER ROLLS (SC-5)* 2. SEDIMENT CAPTURE · STORM DRAIN INLET PROTECTION (SC-10)* · SEDIMENT TRAP (SC-3)*· DE-SILTING BASINS (SC-2)* DESIGNED IN ACCORDANCE WITH INDUSTRY STANDARDS SUCH AS CALTRANS, CALIFORNIA STORM WATER BMP MANUAL. IF THE PROJECT IS FIVE ACRES OR GREATER THE DE-SILTING BASIN MUST BE DESIGNED IN ACCORDANCE WITH THE STATE GENERAL CONSTRUCTION PERMIT, ORDER DWQ 99-08. · GRAVEL BAG BARRIER (SC-8)* 3. SEDIMENT TRACKING · STABILIZE CONSTRUCTION ENTRANCES AND EXITS (TC-1)*· CONSTRUCTION ROAD STABILIZATION (TC-2) · ENTRANCE/ OUTLET TIRE WASH (TC-3)* · STREET SWEEPING (SC-7)* C. MATERIALS AND EQUIPMENT MANAGEMENT - PREVENT THE CONTAMINATION OF STORM WATER FROM WASTE MATERIALS, CONSTRUCTION MATERIALS, VEHICLES AND EQUIPMENT STORED ON-SITE. 1. MATERIALS MANAGEMENT· MATERIAL DELIVERY AND STORAGE (WM-1) · MATERIAL USE (WM-2) · STOCKPILE MANAGEMENT (WM-3)*· SPILL PREVENTION AND CONTROL (WM-4) 2. WASTE MANAGEMENT · SOLID (WM-5)*· LIQUID (WM-10)*· SANITARY (WM-9) · CONCRETE (WM-8)*· HAZARDOUS (WM-6)*· CONTAMINATED SOIL (WM-7)* MINIMUM POST-CONSTRUCTION MAINTENANCE PLAN: AT THE COMPLETION OF THE WORK SHOWN, THE FOLLOWING PLAN SHALL BE FOLLOWED TO ENSURE WATER QUALITY CONTROL IS MAINTAINED FOR THE LIFE OF THE PROJECT: 1. STABILIZATION: ALL PLANTED SLOPES AND OTHER VEGETATED AREAS SHALL BE INSPECTED PRIOR TO OCTOBER 1 OF EACH YEAR AND AFTER MAJOR RAINFALL EVENTS (MORE THAN ½ INCH) AND REPAIRED AND REPLANTED AS NEEDED UNTIL A NOTICE OF TERMINATION (NOT) IS FILED. 2. STRUCTURAL PRACTICES: DESILTING BASINS, DIVERSION DITCHES, DOWN DRAINS, INLETS, OUTLET PROTECTION MEASURES, AND OTHER PERMANENT WATER QUALITY AND SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED PRIOR TO OCTOBER 1 OF EACH YEAR AND AFTER MAJOR RAINFALL EVENTS (MORE THAN ½ INCH). REPAIRS AND REPLACEMENTS SHALL BE MADE AS NEEDED AND RECORDED IN THE MAINTENANCE LOG IN PERPETUITY. 3. OPERATION AND MAINTENANCE, FUNDING: POST-CONSTRUCTION MANAGEMENT MEASURES ARE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE TRANSFER OF RESPECTIVE SITES TO HOME BUILDERS, INDIVIDUAL OWNERS, HOMEOWNERS ASSOCIATIONS, SCHOOL DISTRICTS, OR LOCAL AGENCIES AND/OR GOVERNMENTS. AT THAT TIME, THE NEW OWNERS SHALL ASSUME RESPONSIBILITY FOR THEIR RESPECTIVE PORTIONS OF THE DEVELOPMENT. PERMANENT POST-CONSTRUCTION BMP NOTES: 1. OPERATION AND MAINTENANCE SHALL BE SECURED BY AN EXECUTED AND RECORDED STORM WATER MAINTENANCE COVENANT, HOA'S COVENANTS, CONDITIONS AND RESTRICTIONS (CC&R'S), OR ANOTHER MECHANISM APPROVED BY THE CITY ENGINEER, THAT ASSURES ALL PERMANENT BMP'S WILL BE MAINTAINED IN PERPETUITY. 2. PERMANENT POST CONSTRUCTION BMP DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER OR RESIDENT ENGINEER AND THE ENGINEER OF WORK. 3. INSPECTION FOR EFFECTIVENESS AND ASSESSMENT OF PERFORMANCE MAY NECESSITATE MODIFICATIONS TO THE SELECTED PERMANENT POST-CONSTRUCTION BMP'S. STORM WATER NOTES (cont'd.): D. NON-STORM WATER DISCHARGE AND DRAINAGE CONTROL - MANAGEMENT OF NON-STORM WATER DISCHARGES INVOLVES POLLUTION PREVENTION METHODS AS WELL AS DRAINAGE CONTROL. EACH SITE MUST EVALUATE THE POTENTIAL POLLUTANTS ON-SITE, WHICH MAY BE DISCHARGED DURING CONSTRUCTION ACTIVITIES. IN ADDITION TO POLLUTION PREVENTION, THE PROJECT MANAGERS MUST IMPLEMENT APPROPRIATE DRAINAGE CONTROL METHODS TO DIVERT, CONTAIN AND PROPERLY DISCHARGE DRAINAGE GENERATED BY CONSTRUCTION ACTIVITIES. 1. GENERAL · PAVING AND GRINDING OPERATIONS (NS-3)* 2. NON-STORM WATER DISCHARGES · WATER CONSERVATION PRACTICES (NS-1)*· DEWATERING OPERATIONS (NS-2)*· POTABLE WATER/IRRIGATION AND FLUSHING (NS-7) 3. VEHICLE AND EQUIPMENT OPERATIONS· VEHICLE AND EQUIPMENT CLEANING (NS-8)*· VEHICLE AND EQUIPMENT FUELING (NS-9) · VEHICLE AND EQUIPMENT MAINTENANCE (NS-10)
5. PROPERTY OWNERS AND/OR PERMIT HOLDERS WILL BE RESPONSIBLE FOR THE SELECTION, INSTALLATION AND MAINTENANCE OF PROPER BMPS IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS SUCH AS THE CALTRANS OR CALIFORNIA STORM WATER BMP HANDBOOKS OR IN ACCORDANCE WITH THE CALIFORNIA GENERAL PERMIT FOR CONSTRUCTION. DEPENDING ON SITE-SPECIFIC INFORMATION SUCH AS PROJECT SCOPE AND POTENTIAL ASSOCIATED DISCHARGES, ADDITIONAL BMPS MAY BE REQUIRED WHERE APPROPRIATE. PROJECT PROPONENTS WILL NEED APPROVAL FROM THE CITY PRIOR TO INSTALLATION OF ANY ALTERNATE BMPS NOT LISTED BELOW. 6. NO WORK MAY COMMENCE UNTIL BMP'S ARE IMPLEMENTED. 7. DEMOLITION PERMITS REQUIRE THE IMPLEMENTATION OF SITE CONTROL BMP'S. 8. SOIL STOCKPILES SHALL BE COVERED AND CONTAINED ALL YEAR ROUND. 9. CONSTRUCTION SITES EQUAL TO OR GREATER THAN ONE ACRE ARE ALSO REQUIRED TO COMPLY WITH THE GENERAL CONSTRUCTION PERMIT ORDER. NOTICE OF INTENT (NOI), STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PROGRAM MUST BE COMPLETED AND STORED ON SITE PRIOR TO COMMENCEMENT OF EARTH WORK ACTIVITIES. TRAFFIC SIGNAL NOTES: 1. ALL PULL BOXES SHALL BE #5, AND HAVE THE WORDS "TRAFFIC SIGNAL" ON THE COVER, AND CONDUIT SHALL BE AS SHOWN IN THE CONDUCTOR AND CONDUIT SCHEDULE. 2. ALL TRAFFIC SIGNAL EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS, SPECIFICATIONS AND IN CONFORMANCE WITH THE MUTCD, UNLESS EQUIPMENT IS SUPPLIED OR OTHERWISE SPECIFIED BY THE CITY OF LA MESA (SEE SPECIFICATIONS). 3. ELECTRIC SERVICE WILL BE APPLIED FOR BY THE CITY OF LA MESA AT THE TIME OF CONSTRUCTION. 4. FOR ANSWERS TO ANY QUESTIONS CONCERNING THE TRAFFIC SIGNAL DESIGN, CONTACT THE PROJECT MANAGER AT 619-667-1166 5. INSTALL TYPE "170" SYSTEM CONTROLLER ASSEMBLY PER CURRENT CITY OF LA MESA SPECIFICATIONS, COMPLETE WITH CABINET, VIDEO/DETECTOR SENSOR UNIT(S), CONFLICT MONITOR, AND ALL OTHER AUXILIARY EQUIPMENT NECESSARY TO PROVIDE THE INTENDED OPERATION AS PROVIDED IN THE SPECIFICATIONS. CABINET TO BY TYPE 332 UNLESS NOTED OTHERWISE. 6. INSTALL TYPE III SERVICE I-50A IP CIRCUIT BREAKER FOR METERED SIGNAL AND I-30A IP CIRCUIT FOR UNMETERED LIGHTING. 7. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION 8. INDUCTIVE LOOP DETECTORS SHALL BE POSITIONED IN THE CENTER OF THE TRAVEL LANE UNLESS OTHERWISE NOTED, AND SHALL BE THE TYPE SPECIFIED IN THE CALTRANS STANDARD PLANS AND SPECIFICATIONS. WHEN VIDEO DETECTION IS REQUIRED, VIDEO SHALL BE POSITIONED BASED ON MANUFACTURERS AND CITY'S RECOMMENDATIONS. 9. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH 5" BORDER, PLASTIC BACK PLATES AND GLASS LENSES. ALL INDICATIONS SHALL BE L.E.D. 12" RED L.E.D. BALLS TO BE DIALIGHT #433-1210-003. 12" GREEN L.E.D. BALLS TO BE DIALIGHT #433-2220-001. 12" YELLOW L.E.D. BALLS SHALL BE DIALIGHT #433-3230-001 OR APPROVED EQUAL. 10. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN HEADS SHALL BE L.E.D FILLED LAYOUT TYPE. PEDESTRIAN PUSH BUTTONS SHALL BE PER ADA REQUIREMENTS. USE DIALITE OR EQUIVALENT PEDESTRIAN HEADS. PUSH BUTTON SHALL BE POLARA NAVIGATOR-2 APS OPTION "B" FACE PLATE WITH CUSTOM VOICE CHIPS PER ENGINEER'S SPECIFICATION. POLARA NAVIGATOR-2 SYSTEM SHALL HAVE AT LEAST ONE CONFIGURATION DEVICE. 11. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 12. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR TRAFFIC SIGNAL INSTALLATION PER CALTRANS MUTCD TO THE CITY OF LA MESA ENGINEERING SERVICES DIVISION A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CONSTRUCTION. 13. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT EXISTING #6 PULL BOX FOR FUTURE USE. 14. CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNING AS SHOWN ON THIS PLAN TO BE INSTALLED. 15. CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE CITY ENGINEER FOR THE REMOVAL OF THE STRIPING & PAVEMENT MARKINGS, AND THE RELOCATION OF THE TRAFFIC SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. 16. 17. CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN THREE (2) WEEKS PRIOR TO SCHEDULED TRAFFIC SIGNAL TURN ON. 18. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN HEADS SHALL BE BLANK DURING FLASHING OPERATION. 19. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 20. ALL PAVEMENT MARKINGS AND LEGENDS SHALL BE PRE FORMED THERMOPLASTIC. EXISTING STRIPING AND PAVEMENT MARKINGS THAT CONFLICT WITH NEW STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED AS DIRECTED BY THE CITY ENGINEER. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTS AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTS BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYORS ACT. 22. CONTRACTOR IS RESPONSIBLE FOR ABANDONING ALL EXISTING LOOP DETECTORS AND CONDUIT RUNS IN PLACE. REMOVE AND DISPOSE OF EXISTING WIRES APPROPRIATELY, EXCEPT FOR ADVANCE LOOP DETECTORS AND CONDUITS. 23. CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXISTING CONDUITS, AND REMOVING ALL EXISTING CONDUCTORS AND FOR INSURING THAT FIBER OPTIC CONNECTIONS ARE OPERATIONAL AFTER CONSTRUCTION IS COMPLETE. 24. INSTALL W 3-3 & W20-1 SIGNS ON ALL APPROACHES AS PART OF THE TRAFFIC CONTROL PLAN (300' BACK) DURING CONSTRUCTION. REMOVE SIGNS AFTER CONSTRUCTION IS COMPLETED. 25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING ALL UTILITIES DURING CONSTRUCTION. 26. ANY CONCRETE SIDEWALK MODIFIED OR DAMAGED AS A RESULT OF CONSTRUCTION MUST HAVE THE ENTIRE PANEL REPLACED FROM JOINT TO JOINT. 27. CONTRACTOR IS RESPONSIBLE FOR REPLACING PEDESTRIAN RAMPS THAT ARE NOT ADA COMPLIANT PER CITY DESIGN. 28. CONTRACTOR IS RESPONSIBLE FOR ABANDONING ALL EXISTING PULL BOXES. REMOVE AND DISPOSE OF EXISTING WIRES APPROPRIATELY. 29. CONTRACTOR SHALL REMOVE AND DELIVER EQUIPMENT TO THE CITY AS DIRECTED BY THE CITY ENGINEER. CARE SHALL BE TAKEN TO SALVAGE EQUIPMENT. 30. CONTRACTOR SHALL REMOVE ALL SIGNAL FOUNDATIONS 3 FEET BELOW THE GROUND LEVEL, BACKFILL WITH GRANULAR MATERIALS AS APPROVED BY THE CITY ENGINEER AND SUITABLY COMPACT AS FOR SIDEWALK CONSTRUCTION. PRIVATE CONTRACT 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. NESTING BIRD ANALYSIS NOTE: 1. A NESTING SURVEY WILL BE REQUIRED FOR THE GRADING PERMIT IF THE TREE REMOVAL AND GRADING OCCUR DURING NESTING SEASON. Page 78 of 127
NORTHEASTERLY LINE OF THE
SOUTHWESTERLY 26,000 SF OF PARCEL A, PM 17319
(APN 490-200-49)
N 41°24'44" W 197.10'
R
=
4 3
5 . 0
0 ' Δ
=
2 0 ° 1
3 ' 5
3 " L
=
1 5
3 . 6
0 '
PARKING LOT
PARKING LOT
PLANTER
SIDEWALK
SIDEWALK
PARKING
LOT
PLANTER
PLANTER
"FRAZIER FARMS" SIGN
R = 5 , 6 9 9 . 5 8 ' Δ = 0 1 ° 2 5 ' 5 8 " L = 1 4 2 . 5 3 '
UNDERGROUND ELECTRIC
LINE PER SDG&E MAP
E
E
E
E
E
E
E
E
E
E
E
E
TELEPHONE
RISER
TSPB
TSPB
TSPB
PT
PT
PT
PT
PT
48" RCP PER DWG 6746
TRIPLE 5'X'8 CULVERT BOX
PER DWG 1171
84" RCP PER DWG S-9
24" RCP PER
5880-D
REINFORCED DUAL 8'x8' CONCRETE BOX DRAINAGE CULVERT
PER 5880-D
DUAL 57" RCP
PER DWG 4688
84" RCP PER DWG 5880-D
21" VCP PER DWG 6627
S
S 8" VCP PER
DWG 2399
S
S
20" PVC PER DWG 8979.3
S S S S S S S S S S S S
SMH
#A0030.00
10" DIP
PER WO 156
10" ACP PER WO 8064
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SDG&E
VAULT
TSPB
TSPB
TSPB
R=50.00' Δ=68°44'35" L=59.99' EX 10" DIP PER WO 2953
FL 490.5 HP
PROPOSED TWO STORY BUILDING 7,552 SF
PROPOSED
CONCRETE
PROPOSED CONCRETE WALK (489.41)
(488.37)
(490.4)
489.9
489.5
488.75
1%
1.5%
2%
2%
2.5% 489.0
490.0
FF 491.00
EXISTING
GRADE TO
REMAIN
2:1 CUT SLOPE
EXISTING
GRADE
TO REMAIN
CONNECT TO
EXISTING SEWER
(IE 474.67 20" PVC)
490.9
RELOCATED SHOPPING CENTER SIGN (PER SEPARATE PERMIT)
IE 487.19
N 41°24'44" W 197.10'
R
=
4 3
5 . 0
0 ' Δ
=
2 0 ° 1
3 ' 5
3 " L
=
1 5
3 . 6
0 '
N 46°24'16" E 84.67'
R = 5 , 6 9 9 . 5 8 ' Δ = 0 1 ° 2 5 ' 5 8 " L = 1 4 2 . 5 3 ' R=50.00' Δ=68°44'35" L=59.99'
490.9
489.0
490.9
490.9
490.9
490.9
490.8
490.8
5%
489.5
488.9
PROPOSED
CONCRETE WALK
TW 490.5 TF 489.2
TW 491.9 TF 489.2
TW 490.5 TF 489.2
TW 493.5 TF 489.8
TW 493.5 TF 489.8
TW 491.1 TF 489.8
FL 489.9
PROPOSED CONCRETE STEPS
490.9
2%
FL 490.0
IE 483.89 AT 45° VERTICAL BEND
3%
5%
2%
2%
3%
CONNECT TO 84" RCP
VIA CONCRETE LUG
PER RSD D-63. MATCH
PIPE SOFFITS (487.7)
CONNECT TO 84" RCP
VIA CONCRETE LUG
PER RSD D-63. MATCH
PIPE SOFFITS (485.4)
FL 490.5
HP
490.8
507 Aldwych Road, El Cajon, Ca. 92020
(619) 588-6747 (619) 792-1232 Fax
Walsh Engineering & Surveying, Inc.
L46316 A
WRENCE W. WALSH
C I V I L
STATE OF CALIFORNIA
RE
GISTERED PROFESSIONAL ENGIN
E
E
R
3 DIVISION HEAD
DESIGN ENGINEER
CONTROL CERTIFICATION
MAINTENANCE ZONE
DRAWING NUMBER
DESCRIPTION BY APPROVED FILMED
ORIGINAL
DATE
DATE
UTILITIES:
TRAFFIC:
DEVELOPMENT:
PUBLIC WORKS:
GRADING / IMPROVEMENT PLANS FOR :
CITY OF LA MESA, CALIFORNIA - PUBLIC WORKS/ENGINEERING DIVISION SHEET OF 4
DESCRIPTION: 2.5" BRASS DISC STAMPED "3067-J04"
LOCATION: TOP OF STORM DRAIN INLET AT THE
INTERSECTION OF JACKSON DRIVE AND PARKWAY
DRIVE, ON THE EAST SIDE OF THE STREET
RECORD FROM: CITY OF LA MESA, BENCHMARK #143
ELEVATION: 497.35 FEET DATUM: NGVD29
HWD RMB24092
2 BENCHMARK DATA CITY ENGINEER R.C.E. 46469
RECORD DRAWING
BY: RCE:
GIS UPDATED:
REVIEWED BY:
APPROVED:
CITY ENGINEER
PUBLIC WORKS INSPECTOR DATE
DATE:
DATE
REVIEWED BY:
BULIDNG INSPECTOR DATE
CCRT PROPERTIES
8301 FLETCHER PARKWAY, LA MESA, CA 91942
N
0 SCALE: 1"=
10' 5' 10' 20' 30'
10'
EASEMENTS:
NOTES
9412.03
NO SCALE
DETAIL "A" - RIBBON GUTTER
NORTHEASTERLY LINE OF THE
SOUTHWESTERLY 26,000 SF OF PARCEL A, PM 17319 (APN 490-200-49) N 41°24'44" W 197.10' R = 4 3 5 . 0 0 ' Δ = 2 0 ° 1 3 ' 5 3 " L = 1 5 3 . 6 0 ' PARKING LOT PARKING LOT
PLANTER
SIDEWALK
SIDEWALK
PARKING LOT
PLANTER
PLANTER
"FRAZIER FARMS" SIGN R = 5 , 6 9 9 . 5 8 ' Δ = 0 1 ° 2 5 ' 5 8 " L = 1 4 2 . 5 3 ' UNDERGROUND ELECTRIC LINE PER SDG&E MAP E E E E E E E E E E E E TELEPHONE RISER TSPB
TSPB
TSPB PT PT PT PT PT 48" RCP PER DWG 6746 TRIPLE 5'X'8 CULVERT BOX PER DWG 1171 84" RCP PER DWG S-9 24" RCP PER 5880-D REINFORCED DUAL 8'x8' CONCRETE BOX DRAINAGE CULVERT PER 5880-D DUAL 57" RCP
PER DWG 4688
84" RCP PER DWG 5880-D
21" VCP PER DWG 6627
S
S
8" VCP PER
DWG 2399 S S 20" PVC PER DWG 8979.3 S S S S S S S S S S S S SMH #A0030.00 10" DIP
PER WO 156
10" ACP PER WO 8064 W W W W W W W W W W W W W W W W
SDG&E
VAULT
TSPB TSPB
TSPB
R=50.0 ' Δ=68°4 '35" L=59.9 '
EX 10" DIP PER WO 2953
FL 490.5 HP
PROPOSED TWO STORY BUILDING 7,552 SF PROPOSED CONCRETE
PROPOSED CONCRETE WALK (489.41)
(488.37)
(490.4)
489.9
489.5
488.75
1%
1.5%
2%
2%
2.5% 489.0
490.0
FF 491.00 EXISTING GRADE TO REMAIN 2:1 CUT SLOPE EXISTING GRADE TO REMAIN CONNECT TO
EXISTING SEWER
(IE 474.67 20" PVC)
490.9
RELOCATED SHOPPING CENTER SIGN (PER SEPARATE PERMIT)
IE 487.19
N 41°24'44" W 197.10' R = 4 3 5 . 0 0 ' Δ = 2 0 ° 1 3 ' 5 3 " L = 1 5 3 . 6 0 ' N 46°24'16" E 84.67' R = 5 , 6 9 9 . 5 8 ' Δ = 0 1 ° 2 5 ' 5 8 " L = 1 4 2 . 5 3 ' R=50.0 ' Δ=68°4 '35" L=59.9 ' 490.9 489.0 490.9 490.9 490.9 490.9 490.8 490.8 5% 489.5 488.9 PROPOSED CONCRETE WALK TW 490.5 TF 489.2 TW 491.9 TF 489.2TW 490.5 TF 489.2 TW 493.5 TF 489.8 TW 493.5 TF 489.8 TW 491.1 TF 489.8 FL 489.9 PROPOSED CONCRETE STEPS 490.9 2% FL 490.0 IE 483.89 AT 45° VERTICAL BEND 3% 5% 2% 2% 3% CONNECT TO 84" RCP VIA CONCRETE LUG PER RSD D-63. MATCH PIPE SOFFITS (487.7) CONNECT TO 84" RCP VIA CONCRETE LUG PER RSD D-63. MATCH PIPE SOFFITS (485.4) FL 490.5 HP 490.8 DIVISION HEAD DESIGN ENGINEER CONTROL CERTIFICATION MAINTENANCE ZONE DRAWING NUMBER DESCRIPTION BY APPROVED FILMED ORIGINAL DATE DATE UTILITIES: TRAFFIC: DEVELOPMENT: PUBLIC WORKS: GRADING / IMPROVEMENT PLANS FOR : CITY OF LA MESA, CALIFORNIA - PUBLIC WORKS/ENGINEERING DIVISION SHEET OF 4 DESCRIPTION: 2.5" BRASS DISC STAMPED "3067-J04" LOCATION: TOP OF STORM DRAIN INLET AT THE INTERSECTION OF JACKSON DRIVE AND PARKWAY DRIVE, ON THE EAST SIDE OF THE STREET RECORD FROM: CITY OF LA MESA, BENCHMARK #143 ELEVATION: 497.35 FEET DATUM: NGVD29 HWD RMB24092 2 BENCHMARK DATA CITY ENGINEER R.C.E. 46469 RECORD DRAWING BY: RCE: GIS UPDATED: REVIEWED BY: APPROVED: CITY ENGINEER PUBLIC WORKS INSPECTOR DATE DATE: DATE REVIEWED BY: BULIDNG INSPECTOR DATE CCRT PROPERTIES 8301 FLETCHER PARKWAY, LA MESA, CA 91942 507 Aldwych Road, El Cajon, Ca. 92020 (619) 588-6747 (619) 792-1232 Fax Walsh Engineering & Surveying, Inc. 4 N0 SCALE: 1"= 10' 5' 10' 20' 30' 10' EROSION CONTROL PLAN LEGEND 4 9412.04 L46316 AWRENCE W. WALSH C I V I L STATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER Page 80 of 127 2:1 CUT SLOPE CONNECT TO EXISTING SEWER (IE 474.67 20" PVC) N 41°24'44" W 197.10' N 46°24'16" E 84.67' R=50.0 ' Δ=68°4 '35" L=59.9 ' SMH WWM W W S S S SN 41°24'44" W 197.10' N 46°24'16" E 84.67' R=50.00' Δ=68°44'35" L=59.9 ' PLANTER R=50.00' Δ=68°44'35" L=59.9 ' FLETCHER PARKWAY JACKSON DRIVE EXISTING SHOPPING CENTER PARKING PROPOSED BUILDING P.L. P.L. LANDSCAPE ARCHITECTURAL CONSTRUCTION DRAWINGS FOR Bank of America, Grossmont Trolley Center LANDSCAPE PLANS Owner CCRT Properties, LLC 18676 Avenida Cordillera San Diego, CA 92128 Phone: (858) 229-3201 Contact: Thomas Magee, Pres. Sheet # L1L2L3L4 L5-6 L7L8L9 Sheet Title Title Sheet Irrigation Plan and Legend Hydrozone Map and Water Calcs Irrigation Details Irrigation Schedule and Specifications Planting Plans Planting Legend, Notes, and Details Planting Specifications SHEET INDEX Property Location Address: APN: Site Area: Landscape Area:8401 Fletcher Parkawy 490-200-43 (portion) 69,360 sq. ft. 29,579 sq. ft. Plans Prepared by: Howard Associates, Inc. 1951 Fourth Ave., Ste. 302 San Diego, CA 92101 Phone: (619) 718-9660 Contact: Julie Howard, R.L.A. Email: [email protected] Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA DAB / DRB 2023-XX City of La Mesa General Notes North Key Map NTS SUBMITTAL DATE BLOCKDATE DATE DATE 1ST SUBMITTAL 11-29-23 Applicant shall ensure that the proposed irrigation system and landscaping is installed as shown on the approved plans prior to the Certificate of Occupancy being granted. Prior to final occupancy being granted for the project, the developer, contractor or landscape architect shall provide a letter to the Community Development Department, stating that all landscaping, irrigation, drainage and hardscape was installed according to City Standards. LANDSCAPE CALCULATIONS A. Total Project Site Area: 32,984 s.f. B. Total Landscaped Area: 18,680 s.f. 1. Total Common HOA Landscape Area: 6,627 s.f. 2. Total Dedicated Open Space / Fuel Management Zone 12,237 s.f. 4. Total Roof Deck Landscape 16 s.f. C. Net Landscaped Area Percentage (B/A): 57% D. Trees Required (1 per 500 s.f. of landscaped area) 13 E. Trees Provided on Plan: 13 F. Specimen Tree Percentage (24" box or larger container): 100% G. Total Area of Turf: 0 s.f. H. Turf Area as Percentage of Total Landscaped Area (G/B): 0% 1. All work shall comply with 2019 Edition of CCR Title 24, which adopts and amends: 2016 IBC to 2019 California Building Code; 2016 IRC to 2019 California Residential Code; 2016 UMC to 2019 California Mechanical Code; 2016 UPC to 2019 California Plumbing Code; 2016 NEC to 2019 California Electrical Code; 2016 IFC to 2019 California Fire Code and the City of La Mesa Municipal Code amendments; 2019 California Green Building Standards Code; 2019 California Building Energy Code 2. Contractors shall comply with Construction and Demolition Debris Recycling Ordinance per La Mesa Municipal Code Section 14.27. 3. An Operation and Maintenance Manual, acceptable to the authority having jurisdiction and in compliance with 2019 California Green Building Standards (CGBSC) Chapter 4, Section 4.410.1, shall be provided to owner or occupant. Manual shall be available for review by building inspector at final inspection (CGBSC 4.410.1). 4. Contractor shall provide storm water and non-storm water pollution prevention measures in accordance with City of La Mesa Grading Ordinance (LMMC 14.05), Storm Water Management & Discharge Control Ordinance (LMMC 7.18), 'Storm Water Best Management Practices Manual', and other applicable codes and ordinances. 5. Owner/Developer/Contractor shall obtain an Encroachment Maintenance and Removal Agreement as determined by the City Engineer prior to construction of any private improvements, including installation of required street trees, in the public rights-of-way and City-held easements. Permits and agreements shall be reviewed and approved by the Department of Public Works. 6. Plans shall comply with City of La Mesa "Water Efficient Landscape Regulations" Ordinance, (LMMC Chapter 14.29), and all other applicable municipal codes and ordinances. 7. Contractor shall notify the City's Community Development Department at least two working days prior to start of landscape work. 8. Owner / Developer / HOA shall permanently and fully maintain landscape improvements within the public rights-of-way as shown on Plans. 9. Contractor shall provide an agriculture suitability soils analysis report from a certified agronomic testing laboratory for all landscaped areas. Submit two (2) copies of the report to the City's representative prior to start of landscape work. Soil analysis and recommendations shall be made part of required Soil Management Report submitted with the Certificate of Completion. 10. Owner/Developer shall provide as-built plans of the irrigation system to the City prior to final acceptance. As-built plans shall be one mylar reproducible set on standard City "D"-size sheets. 11. California Government Code 4216 mandates that an excavator planning to conduct an excavation shall notify the appropriate regional notification center of the excavator's intent to excavate at least two working days, and not more than 14 calendar days, before beginning that excavation. Contractor shall notify "DigAlert" (1-800-227-2600 or 811) at least two working days before any excavation, including public rights-of-way and City-held easements. 12. Property Owner and Designer shall sign and submit the required Landscape Certificate of Completion, including supporting documentation, to the City of La Mesa Community Development Department / Planning Division prior to final landscape inspection, and acceptance of the project by the City. 13. Refer to Site Plan for required Low Impact Development (L.I.D.) measures. REQUIRED LANDSCAPE INSPECTIONS Inspections by the City of La Mesa's consulting Landscape Architect are required during the installation of the landscape improvements on this project. Inspections shall be made and the work accepted by the consulting Landscape Architect before the project receives final acceptance from the City's Community Development Department. The inspections shall be scheduled with the City's consulting Landscape Architect at least 48 hours in advance, (two working days). Contact information is listed below. The Owner's or Contractor's representative shall schedule inspections only when the landscape contractor agrees that the work is ready for inspection. When a scheduled inspection visit is made and must be rescheduled due to the work not being ready, or to the Contractor's absence, the project deposit account will be charged for the additional inspection time. Mobile: (619) 306-4216 E-mail: [email protected] The contractor shall schedule the required landscape inspections including, but not limited to, the following (inspections may be combined): · Pre-construction meeting · Installation and hydrostatic test of pressure mainline and lateral pipe prior to backfilling trenches · Testing and certification of backflow prevention devices; certificate from backflow tester is required prior to final acceptance · Installation of irrigation valves, wiring, and automatic controller · Operations test (prior to planting) after completion of irrigation system · Review of soil management report; provide delivery slips and invoices for soil amendments · Review and acceptance of plant material, including street trees, prior to planting · Review of Certificate of Completion and irrigation audit report. · Final landscape inspection · Additional inspections may be required as determined by the consulting Landscape Architect Geotechnical Notes: 1. Two (2) copies of geotechnical investigation report, stamped and signed by California registered geotechnical engineer, must be provided to City Building Division where fill soils and /or questionable, compressible, expansive and /or shifting soil characteristics are observed, encountered or are likely to be present. 2. Where geotechnical report is required, two (2) copies of stamped and signed written verification from California registered geotechnical engineer that said engineer has reviewed plans and specifications, and whether all recommendations of the geotechnical report have been incorporated into the plans, must be provided to City Building Division. 3. Two (2) copies of foundation plans and detailing as revised to comply with geotechnical report recommendations must be provided to City Building division for review and approval prior to foundation inspection. CBC 1803.2-1803.6 4. Potable water plumbing piping, fittings, devices, fixtures, solder and flux shall be "LEAD-FREE" in compliance with California Health and Safety Code Section 116875. CPC 301.0 California Green Building Standards Code (CGBSC) CGBSC operation and maintenance manual must include: 1. Operation and maintenance instructions for landscape irrigation system 2. Copies of guarantees and /or warranties for each system 3. Instructions for roof gutter and downspout maintenance and information regarding the importance of diverting water away from foundations. 4. Information from local utility, water and waste recovery providers regarding resource consumption reduction methods and local recycling programs and locations 5. Information regarding water conservation methods 6. Information regarding routine building maintenance, including painting sealing and caulking. 7. VOC compliance information for paints, sealants, caulking and interior finish materials used in building. 8. Operation and maintenance instructions to be consistent with OSHA requirements. 9. Operation and Maintenance Manual to be available for review by City Building Division prior to final inspection. CGBSC 4.410.5.410. Landscape Submittal / Review Note: Submittal and review of these plans for compliance with the City of La Mesa landscape ordinances and standards is for proposed irrigation and planting improvements only. All other improvements shown on plans including, but not limited to, building construction, structural, grading, hardscape, walls / fences, utilities, pools / water features, etc. are for reference only and shall NOT be considered part of the landscape plan review. Contact the City's Community Development Department to review and coordinate required permit application and processing requirements for all proposed improvements shown on plans other than landscape irrigation and planting. Date I hereby declare that I am the Landscape Architect of Work for this project, that I have exercised responsible charge over the design of the project as defined in Sections 5615 through 5683 of the California business and Professions Code,and that the design in consistent with current standards. I understand that the check of the project plans and specifications by the City of La Mesa is confined to a review only and does not relieve me, as Landscape Architect of Work, of my responsibilities for project design. The plan check is not a determination of the technical adequacy of the design of these improvements. The plans and specifications have been prepared in substantial conformance with all special conditions of approval related to landscape improvements, including the approved Landscape Concept Plan. Signature of Landscape Architect License Number TITLE SHEET L1 Page 81 of 127 PROPOSED TWO STORY BUILDING FLETCHER PARKWAY JACKSON DRIVE 2:1 CUT SLOPE
CONNECT TO
EXISTING SEWER
(IE 474.67 20" PVC)
N 41°24'44" W 197.10' N 46°24'16" E 84.67' R=50.0 ' Δ=68°4 '35" L=59.9 ' SMH WM W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W PLANTER W Irrigation Legend IRRIGATION PLAN AND LEGEND I am familiar with the requirements for landscape and irrigation plans contained in the City of La Mesa Water Efficient Landscape Regulations (LMMC Chapter 14.29). I have prepared this plan in compliance with those regulations. I certify that the plan implements those regulations to provide efficient use of water. Signature License No. Date Landscape Submital / Review Note: Submital and review of these plans for compliance with the City of La Mesa landscape ordinances and standards is for proposed irrigation and planting improvements only. Al other improvements shown on plans including, but not limited to, building construction, structural, grading, hardscape, wals / fences, utiles, pools / water features, etc. are for reference only and shal NOT be considered part of the landscape plan review. Contact the City's Community Development Department to review and coordinate required permit application and processing requirements for al proposed improvements shown on plans other than landscape irrigation and planting. Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA L2 Scale 1" = 10' 0 5' 10' 30' North Page 82 of 127
PROPOSED TWO STORY BUILDING FLETCHER PARKWAY JACKSON DRIVE N 4°24'44" W 197.10' N 46°24'16" E 184.67' R=50.00' Δ=68°44'35" L=59.9 ' FL 490.5 HP PROPOSED TWO STORY BUILDING 7,552 SF PROPOSED CONCRETE PROPOSED CONCRETE WALK (489.41) (488.37) (490.4) 489.9 489.5 488.75 1% 1.5% 2% 2% 489.0 2.5%490.0 FF 491.00 EXISTING GRADE TO REMAIN 2:1 CUT SLOPE EXISTING GRADE TO REMAIN CONNECT TO EXISTING SEWER (IE 474.67 20" PVC) 490.9 RELOCATED SHOPPING CENTER SIGN (PER SEPARATE PERMIT) IE 487.19 N 41°24'44" W 197.10' N 46°24'16" E 84.67' R=50.0 ' Δ=68°4 '35" L=59.9 ' 490.9 489.0 490.9 490.9 490.9 490.9 490.8 490.8 5% 489.5 488.9 PROPOSED CONCRETE WALK TW 490.5 TF 489.2 TW 491.9 TF 489.2TW 490.5 TF 489.2 TW 493.5 TF 489.8 TW 493.5 TF 489.8 TW 491.1 TF 489.8 FL 489.9 PROPOSED CONCRETE STEPS 490.9 2% FL 490.0 IE 483.89 AT 45° VERTICAL BEND 3% 5% 2% 2% 3% CONNECT TO 84" RCP VIA CONCRETE LUG PER RSD D-63. MATCH PIPE SOFFITS (487.7) CONNECT TO 84" RCP VIA CONCRETE LUG PER RSD D-63. MATCH PIPE SOFFITS (485.4) FL 490.5 HP 490.8 SMH WM W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S 8" VCP PER DWG 2399 S S S NORTHEASTERLY LINE OF THE SOUTHWESTERLY 26,000 SF OF PARCEL A, PM 17319 (APN ___________ ) N 41°24'44" W 197.10' N 46°24'16" E 84.67' PARKING LOT PARKING LOT PLANTER CURB CURB SHOPPING CENTER SIGN SIDEWALK SIDEWALK PARKING LOT PLANTER PLANTER PLANTER "FRAZIER FARMS" SIGN R=50.00' Δ=68°4 '35" L=59.9 ' PLANTER TSPB W W W W R=50.00' Δ=68°4 '35" L=59.9 ' HYDROZONE MAP N.T.S. CGBSC 4.504.1, 4.504.2, AND 4.504.3 Notes: A) Adhesives and primers VOC limits shall comply with CGBSC Table 4.504.1; B) Sealants and primers VOC limits to comply with CGBSC Table 4.504.2; C) Paints, coatings and primers VOC limits to comply with CGBSC Table 4.504.3; Documentation showing materials used shall be available for review by building inspector prior to final inspections. Documentation shall comply with California Green Building Standards Code (CGBSC) 4.504.5.1 and CGBSC 4.504.2. Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA L3 HYDROZONE MAP AND WATER CALCULATIONS North Scale 1" = 20' 0 10' 20' 60' Page 83 of 127 IRRIGATION DETAILS Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA L4 A BALL VALVE B C SLEEVING D F G H E K I J PIPE & WIRE TRENCHING REMOTE CONTROL VALVE DRIP CONTROL ZONE KIT IN VALVE BOX N.T.S START CONNECTOR N.T.S N.T.S SUB-SURFACE DRIP - TRIANGULAR AREA END FEED LAYOUT N.T.S SUB-SURFACE DRIP LINE - ODD CURVES N.T.S SUBSURFACE MANUAL LINE FLUSH VALVE N.T.S SUB-SURFACE DRIP SUBGRADE INSTALL SUB-SURFACE DRIPLINE TRENCHING N.T.S Sub-Surface Pop-Up Operation Indicator N.T.S L M N SUB-SURFACE DRIP TREE RING O QUICK-COUPLING VALVE Page 84 of 127 Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA IRRIGATION SCHEDULE AND IRRIGATION SPECIFICATIONS L5 Page 85 of 127 Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA IRRIGATION SPECIFICATIONS L6 Page 86 of 127
R R L PROPOSED TWO STORY BUILDING FLETCHER PARKWAY JACKSON DRIVE R N 4°24'44" W 197.10' N 46°24'16" E 184.67' R=50.00' Δ=68°44'35" L=59.9 ' A P P P P P P P P P P P A A AA P P A A A D D D D D D D D D D D D R LL L 2:1 CUT SLOPE CONNECT TO EXISTING SEWER (IE 474.67 20" PVC) N 41°24'44" W 197.10' N 46°24'16" E 84.67' R=50.0 ' Δ=68°4 '35" L=59.9 ' SMH WM W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S WE E E E E E E E E E E E E E E E E E E E E E E E E E E S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SDG&E VAULT PLANTER Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA PLANTING PLAN I am familiar with the requirements for landscape and irrigation plans contained in the City of La Mesa Water Efficient Landscape Regulations (LMMC Chapter 14.29). I have prepared this plan in compliance with those regulations. I certify that the plan implements those regulations to provide efficient use of water. Signature License No. Date L7 Scale 1" = 10' 0 5' 10' 30' North Page 87 of 127 PROPOSED PLANT LEGEND R L APD EXISTING TREE LEGEND Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA NOT TO SCALE Ground Cover Spacing Root Barrier Shrub / Tree Planting SECTION Tree Staking PLANTING LEGEND, NOTES, AND DETAILS L8 - - ’ Page 88 of 127 Job No. Owner Approval Scale DELTA ISSUE DESCRIPTION DATE As indicated LA MESA CA0-282 23048 8301 FLETCHER PARKWAY LA MESA, CA 91942 1951 Fourth Avenue, Ste. 302 San Diego, CA 92101 (619) 718-9660 l a n d s c a p e a r c h i t e c t u r e E O D A H S S O C I A T WAR S r l a 2 6 8 1 (GROSSMONT TROLLEY) BANK OF AMERICA PLANTING SPECIFICATIONS L9 Page 89 of 127
THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK Office: (972) 771-6038
1629 Smirl Drive, Suite 200, Heath, Texas 75032
www.gmr1.com
Bank of America
DRAWING INDEX: - COVER SHEET
LU-1 GENERAL NOTESLU-2 LUMINAIRE SCHEDULELU-3 OVERALL SITE PLANLU-4 FULL SITE PHOTOMETRICS PLAN AT GRADELU-5 FIXTURE REMOVAL PLANLU-6 DIMENSIONING PLANLU-7 LANDSCAPING PLANLU-8 ATM COMPLIANCE AREA PHOTOMETRICS PLAN - FOR BANK USE ONLYLU-9 ELEVATIONS SM
EXTERIOR LIGHTING DESIGN
v5 240415
CA0-282
8301 Fletcher Parkway,
La Mesa, CA 91942
VICINITY MAP
SCOPE OF WORK
FIXTURE
COUNT NOTES
9 OUT OF SCOPE7 ADD NEW POLE AND FIXTURE
18 ADD NEW FIXTURE
CALIFORNIA FINANCE CODE SECTIONS 13000 - 13070CALIFORNIA ATM LIGHTING REQUIREMENTS:APN NUMBER:ELECTRICAL CODE AND 2022 CALIFORNIA ENERGY CODE.ALL WORK SHALL COMPLY WITH THE 2022 CALIFORNIA 4902004900
TOTAL NEW
POLE COUNT
3
SITE ABBREVIATIONS:
PL = PROPERTY LINE
AFG = ABOVE FINISHED GRADE
FC = FOOTCANDLE
CBO = CONTROLLED BY OTHERSAHD = AFTER HOUR DEPOSITORY
THIS LIGHTING PLAN ILLUSTRATES ILLUMINATE LEVELS CALCULATED FROM LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAN (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS.
Bank of America
SM
SHEET NO.REVIEWED BY:DESIGNED BY: DRAWN BY:
APPROVED BY:
123
REVISION
NO.
DESCRIPTION REVISED
BY
AWD
THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK CONTRACTOR RESPONSIBILITY NOTES:1. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING, INCLUDING COORDINATION WITH THE LOCAL JURISDICTION AND ANY ASSOCIATED PERMIT FEES OR PROCESSING. CONTRACTOR SHALL NOTIFY GMR UPON RECEIPT OF PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING DOCUMENTS THAT ARE NOT INCLUDED IN THE LIGHTING DESIGN PACKAGE. THESE INCLUDE, BUT ARE NOT LIMITED TO, STAMPED ELECTRICAL DRAWINGS, STAMPED POLE BASE DRAWINGS, AND PROFESSIONAL SURVEYS.3. SHOULD STAMPED PHOTOMETRIC DRAWINGS BE REQUIRED, CONTRACTOR SHALL ENGAGE LOCAL ENGINEER OR LIGHTING DESIGNER AS REQUIRED TO PROVIDE STAMP ON GMR PHOTOMETRIC DESIGN DOCUMENTS.4. CONTRACTOR SHALL PROVIDE THE BANKING CENTER NOTIFICATION AT LEAST ONE WEEK IN ADVANCE OF VISITING SITES OR STARTING WORK.5. CONTRACTOR SHALL VERIFY VOLTAGE REQUIREMENTS FOR FIXTURES PRIOR TO PLACEMENT OF FIXTURE ORDERS.6. CONTRACTOR TO VERIFY LIGHTING CONTROLS PRIOR TO BEGINNING CONSTRUCTION. SEE LIGHTING CONTROL NOTES.7. CONTRACTOR SHALL RECEIVE FORMAL APPROVAL FROM GMR ON ANY FIXTURE MODIFICATIONS OR VARIATIONS FROM THE LUMINAIRE SCHEDULE. 8. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED FIXTURE MOUNTING CONDITIONS IN FIELD. ANY SPECIAL MOUNTING HARDWARE NEEDED FOR PROPOSED FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL SUPPLY ALL NEW LIGHT POLES. NEW LIGHT POLES SHALL MATCH EXISTING CONDITIONS ON SITE FOR POLE TYPE AND PAINT COLOR.10. CONTRACTOR SHALL ORDER ALL FIXTURES FROM BORDER STATES IN ACCORDANCE WITH BANK OF AMERICA NATIONAL ACCOUNT. CONTACT NATIONAL ACCOUNT QUOTES DEPARTMENT AT [email protected] OR 704-372-3040.11. CONTRACTOR SHALL PERFORM ALL NECESSARY PATCHING OR REPAINTING FOR ADDED, REMOVED, OR REPLACED FIXTURES.12. CONTRACTOR SHALL REPAIR ANY DISTURBED AREAS BACK TO EXISTING CONDITION INCLUDING PAVED AREAS, LANDSCAPED AREAS, ETC. 13. CONTRACTOR SHALL VERIFY AND DOCUMENT COMPLETED WORK DURING NIGHT HOURS. ALL FIXTURES MUST BE FUNCTIONAL DURING NIGHT HOURS PRIOR TO SCHEDULING A FINAL SURVEY WITH GMR.14. CONTRACTOR SHALL PROVIDE BEFORE AND AFTER NIGHT TIME PHOTOS OF THE SITE.15. CONTRACTOR SHALL RECEIVE A PUNCHLIST FROM GMR UPON FINAL SURVEY FOR ANY REMAINING ITEMS TO BE COMPLETED.
CONTROLS & ADDITIONAL NOTES:LIGHTING CONTROL NOTES:THE CONTRACTOR SHALL VERIFY THE CONTROLS FOR ALL EXTERIOR LIGHTING AND ATM/AHD INTERIOR LOBBIES ON THE SITE (EXCLUDING SIGNAGE) AND ADJUST ACCORDING TO THE FOLLOWING:
● IC3 CONTROL: CONTRACTOR SHALL VERIFY THAT EXTERIOR LIGHTING CIRCUITS ARE CONTROLLED BY THE CORRECT IC3 CIRCUIT. WHERE EXTERIOR LIGHTING IS INCLUDED ON CONTROL CIRCUITS FOR INTERIOR SYSTEMS, INTERIOR LIGHTING, OR EXTERIOR SIGNAGE, CONTRACTOR SHALL ADJUST EXTERIOR LIGHTING TO THE CORRECT CONTROL CIRCUIT AS REQUIRED. ● PHOTOCELL CONTROL: CONTRACTOR SHALL REPLACE EXISTING PHOTOCELLS WITH NEW AND INSTALL IN A LOCATION BEST SUITED TO PROVIDE APPROPRIATE LIGHT EXPOSURE SUCH THAT EXTERIOR LIGHTS ARE ON DURING DARKNESS.● TIME CLOCK CONTROL: CONTRACTOR SHALL VERIFY LOCATION OF TIME CLOCK. IF TIME CLOCK IS IN ELECTRICAL ROOM ALONG WITH IC3 CONTROLS, CONTRACTOR SHALL ADJUST CIRCUIT TO BE CONTROLLED BY IC3 EXTERIOR LIGHTING CONTROLS. IF TIME CLOCK IS IN A REMOTE LOCATION NOT IN CLOSE PROXIMITY TO THE IC3 CONTROLS, CONTRACTOR SHALL VERIFY TIME CLOCK IS SET PROPERLY AND LEAVE CIRCUIT ON TIME CLOCK CONTROL.● MANUAL CONTROL: CONTRACTOR SHALL VERIFY THAT NO EXTERIOR LIGHTING IS CONTROLLED MANUALLY. IF ANY EXTERIOR LIGHTING IS ON A MANUALLY CONTROLLED CIRCUIT, CONTRACTOR SHALL ADJUST TO BE CONTROLLED BY PHOTOCELL OR IC3, WHICHEVER IS MOST ECONOMICALLY ACCOMPLISHED.
ADDITIONAL CONTRACTOR NOTES:
CONSTRUCTION COMPLETION VERIFICATION
UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE VERIFICATION IN WRITING TO THE BANK OF AMERICA PJM THAT ALL WORK IS COMPLETE ACCORDING TO THE CONSTRUCTION DOCUMENTS, AND THAT ALL EXTERIOR LIGHTING IS FUNCTIONING DURING NIGHTTIME HOURS. COMPLETION PHOTOS, TAKEN AT NIGHT, SHALL BE PROVIDED IN THE FOLLOWING FORMAT:PROVIDE A SINGLE DOCUMENT CONTAINING THE FOLLOWING:● SITE PHOTOS FROM ALL SIDES OF BUILDING● MINIMUM OF 3 PHOTOS OF EACH COMPLIANCE AREA (ATM(S), AFTER-HOUR DEPOSITORIES, ASSOCIATE ENTRY) FROM DIFFERENT ANGLES● MINIMUM OF 2 PHOTOS OF ALL NON-COMPLIANCE AREAS FROM DIFFERENT ANGLES FIXTURE CLARIFICATION NOTES:1. OUT OF SCOPE - EXISTING FIXTURES TO REMAIN ON SITE WITHOUT MODIFICATION. NO ACTION REQUIRED UNLESS NOTED OTHERWISE.2. REMOVE AND PATCH - EXISTING FIXTURES TO BE FULLY REMOVED AND ANY PAINTING, PATCHING OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND PERFORMED BY CONTRACTOR. 3. REPLACE EXISTING FIXTURE - EXISTING FIXTURE TO BE FULLY REMOVED AND REPLACED IN THE SAME LOCATION WITH A NEW FIXTURE. CONTRACTOR TO VERIFY IF POLE AND/OR POLE BASE IS SUFFICIENT FOR THE NEW FIXTURES. ANY PAINTING, PATCHING OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND PERFORMED BY CONTRACTOR.4. ADD NEW FIXTURE - NEW FIXTURES TO BE ADDED. ANY PAINTING, PATCHING OR ELECTRICAL WORK NEEDED TO BE ASSESSED AND PERFORMED BY CONTRACTOR. 5. ADD NEW POLE & FIXTURE - A NEW POLE AND FIXTURE TO BE ADDED. CONTRACTOR TO SPECIFY POLE TO MATCH EXISTING STYLE AND COLOR AND, IF NOT PROVIDED, POLE BASE DATA FOR NEW POLE LOCATIONS. CONTRACTOR TO VERIFY IF POLE AND POLE BASE IS SUFFICIENT FOR THE HEIGHT, LOCATION AND FIXTURE SPECIFIED.6. GMR DOES NOT SPECIFY MOUNTING HARDWARE FOR ANY SPECIFIED FIXTURES. CONTRACTOR IS TO WORK WITH DISTRIBUTOR AND/OR MANUFACTURER ON A CASE BY CASE BASIS TO IDENTIFY AND ORDER REQUIRED MOUNTING HARDWARE.7. CONTRACTOR TO VERIFY WHETHER EXISTING WIRING LOCATIONS OR THE ADDITION OF WIRING FOR NEW FIXTURE LOCATIONS IS SUFFICIENT FOR THE DESIGNATED FIXTURE LOCATION.8. CONTRACTOR TO SPECIFY POLE COLOR AND TYPE PRIOR TO ORDERING.9. ALL FIXTURES ARE ASSUMED BRONZE IN COLOR UNLESS NOTED OTHERWISE IN THE LUMINAIRE SCHEDULE. CONTRACTOR TO CONFIRM PRIOR TO ORDERING.GENERAL NOTES:1. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF INFORMATION AVAILABLE TO THE ENGINEER. ALL SUCH CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING THE BID AND ADJUSTED IF NECESSARY. NO ADDITIONAL COMPENSATION SHALL BE GRANTED AFTER AWARDING A BID FOR ANY EQUIPMENT, MATERIAL OR LABOR REQUIRED TO REWORK OR OTHERWISE MODIFY EXISTING CONDITIONS.2. THIS LIGHTING DESIGN IS BASED ON A COMBINATION OF STATE STANDARDS, THE BANK'S CURRENT SECURITY POLICY FOR EXTERIOR ATM AND AFTER-HOUR DEPOSITORIES AND BANK GUIDELINES FOR NON-SECURITY COMPLIANCE ZONES.3. TRIM ALL TREES/LANDSCAPING TO MINIMIZE IMPEDING LIGHT FROM ANY LIGHT FIXTURES THAT IMPACT THE 60' RADIUS AROUND ALL ATMS AND A RADIUS OF 50' AROUND ALL AFTER-HOUR DEPOSITORIES. CONSIDERATION MUST BE GIVEN TO TREES/LANDSCAPING IN A STATE OF FULL FOLIAGE/BLOOM AND FUTURE GROWTH. ALL LANDSCAPING WORK WILL BE PERFORMED BY OTHERS WITH A SEPARATE PERMIT (IF REQUIRED).4. ALL MOUNTING HEIGHTS ARE INTENDED TO THE BOTTOM OF THE FIXTURE.5. CONTRACTOR TO FIELD VERIFY FIXTURE PLACEMENT DIMENSIONS PRIOR TO CONSTRUCTION.6. DIMENSIONING PROVIDED IS FOR PROPOSED FIXTURE LOCATIONS ONLY, UNLESS OTHERWISE NOTED ON THE DRAWING.7. THE CONTRACTOR SHALL ATTEMPT TO ELIMINATE THE USE OF EXPOSED CONDUIT WHERE POSSIBLE. IF EXPOSED CONDUIT IS NECESSARY, THE CONTRACTOR SHALL VERIFY USE WITH PROJECT MANAGER.8. ALL EXISTING LIGHTS WILL BE REPLACED WITH LED LIGHTS AND ALL PROPOSED LIGHTS WILL ALSO BE LED, UNLESS OTHERWISE NOTED.9. ALL FIXTURES ARE TO BE MOUNTED ABOVE FINISH GRADE. UNLESS OTHERWISE NOTED, MATCH EXISTING POLE BASES.
KRM
Fletcher Jackson
8301 Fletcher Parkway,
La Mesa, CA 91942
CA0-282
v5 240415
CAS CAS
LU-1
GENERAL NOTES
THIS LIGHTING PLAN ILLUSTRATES ILLUMINATE LEVELS CALCULATED FROM LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAN (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS.
SYMBOL
TOTAL FIXTURE
COUNT TYPE NEW POLE COUNT MANUFACTURER MODEL MODEL NUMBER NOTES MOUNTING HEIGHT MOUNTING ACCESSORY BUG RATING MOUNTING KILOWATT PER HOUR TOTAL WATTAGE 9 UBA1 - CREE CPY CPY250-C-2L-30K8-F-UL-DM-WH ADD NEW FIXTURE MATCH EXISTING CANOPY HEIGHT - B1-U0-G0 SURFACE CANOPY MOUNT 0.014 126 W 5 UMD1 2 CREE OSQ OSQL-C-22L-30K7-5M-UL-NM-BZ ADD NEW POLE AND FIXTURE 20' - 0" AFG OSQ-ML-C-DA-BZ B4-U0-G2 POLE MOUNT 0.131 655 W2 UOQ1 1 CREE OSQ OSQL-C-40L-30K7-4B-UL-NM-BZ ADD NEW POLE AND FIXTURE 20' - 0" AFG OSQ-ML-C-DA-BZ B3-U0-G3 POLE MOUNT 0.236 472 W2 USE1 - CREE SECURITY EDGE SEC-EDG-3M-WM-02-E-UL-BZ-350-30K ADD NEW FIXTURE 9' - 0" AFG - B1-U0-G1 WALL MOUNT 0.025 50 W 3 USE2 - CREE SECURITY EDGE SEC-EDG-3M-WM-02-E-UL-WH-350-30K ADD NEW FIXTURE 9' - 0" AFG - B1-U0-G1 WALL MOUNT 0.025 75 W 3 USF1 - CREE SECURITY EDGE SEC-EDG-3M-WM-02-E-UL-BZ-525-30K ADD NEW FIXTURE 9' - 0" AFG - B1-U0-G1 WALL MOUNT 0.037 111 W1 USG1 - CREE SECURITY EDGE SEC-EDG-3M-WM-04-E-UL-WH-350-30K ADD NEW FIXTURE 9' - 0" AFG - B1-U0-G1 WALL MOUNT 0.046 46 W9 YB1 - - - - OUT OF SCOPE - - - POLE MOUNT 0 0 W GRAND TOTAL WATTAGE 1535 W
**SEE FIXTURE CLARIFICATION NOTE #9** LUMINAIRE SCHEDULE **CONTRACTOR TO VERIFY MOUNTING ACCESSORIES BEFORE ORDERING** Bank of America
SM
SHEET NO.REVIEWED BY:DESIGNED BY: DRAWN BY:
APPROVED BY:
123
REVISION
NO.
DESCRIPTION REVISED
BY
AWD
THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK KRM
Fletcher Jackson
8301 Fletcher Parkway,
La Mesa, CA 91942
CA0-282
v5 240415
CAS CAS
LU-2
LUMINAIRE SCHEDULE
SEE SITE NOTE 2
LOBBY ENTRY
ASSOCIATE ENTRY
UMD1
UOQ1
UBA1UBA1 UBA1 UBA1 UBA1 USG1
UBA1UBA1UBA1UBA1
USF1
USF1
USE2
USE2 USE1
USE1
USE2
USF1
YB1
YB1
YB1
YB1
UMD1
1. LIGHTING IS REQUIRED FOR COMPLIANCE AND WILL REQUIRE LANDLORD APPROVAL PRIOR TO INSTALLATION. BANK MUST HAVE LANDLORD AGREE TO LEAVE FIXTURES ON ALL HOURS OF DARKNESS.2. INTERIOR LIGHTING TO BE DESIGNED BY OTHERS TO MEET BOA LOBBY LIGHTING STANDARDS.
1. EXISTING POLES - SQUARE - STEEL2. EXISTING POLE BASES - 3'3. EXISTING DRIVE THRU CEILING - N/A SITE NOTES: EXISTING SITE CONDITIONS:
Jackson Dr
Fletcher Pkwy
TOTAL
FIXTURE
COUNT TYPE NOTES MOUNTING HEIGHT
9 UBA1 ADD NEW FIXTURE MATCH EXISTING CANOPY HEIGHT5 UMD1 ADD NEW POLE AND FIXTURE 20' - 0" AFG2 UOQ1 ADD NEW POLE AND FIXTURE 20' - 0" AFG2 USE1 ADD NEW FIXTURE 9' - 0" AFG3 USE2 ADD NEW FIXTURE 9' - 0" AFG3 USF1 ADD NEW FIXTURE 9' - 0" AFG1 USG1 ADD NEW FIXTURE 9' - 0" AFG9 YB1 OUT OF SCOPE - Bank of America
SM
SHEET NO.REVIEWED BY:DESIGNED BY: DRAWN BY:
APPROVED BY:
123
REVISION
NO.
DESCRIPTION REVISED
BY
BLUE = NEW FIXTURE
GREEN = EXISTING FIXTURE LOCATION TO BE REPLACED
ORANGE = EXISTING FIXTURE TO REMAIN
TURQUOISE = FIXTURE TO BE REMOVED
PINK = REPLACE WITH NEW POLE AT NEW HEIGHT
= PROPERTY LINE BASED ON COUNTY APPRAISAL
INFORMATION
AWD __ = INDICATES NEW SECURITY FENCE - _- THIS LIGHTING PLAN ILLUSTRATES ILLUMINATE LEVELS CALCULATED FROM LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAN (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS. = BURIED ELECTRICAL CIRCUIT ---- THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK SCALE: 3/64" = 1'-0" KRM Fletcher Jackson 8301 Fletcher Parkway, La Mesa, CA 91942 CA0-282 v5 240415 CAS CAS OVERALL SITE PLAN LU-3 Page 93 of 127
0.0 0.10.10.20.51.12.73.52.00.10.20.30.21.10.60.30.20.10.00.00.00.00.0
0.00.10.20.30.82.14.99.18.11.30.93.73.82.11.10.60.20.10.00.00.00.00.0 0.10.10.20.51.32.85.39.516.525.213.68.44.73.01.80.80.20.10.00.00.00.00.0
0.10.20.40.91.82.84.810.718.321.518.49.65.33.31.51.20.20.10.00.00.00.00.0
0.10.10.31.52.90.93.911.29.26.19.79.86.34.22.91.60.30.10.00.00.00.00.0
0.00.10.42.31.72.110.88.58.27.35.33.30.70.60.10.00.00.00.00.0
0.00.10.43.117.615.713.810.06.43.81.80.70.10.10.00.00.00.0
0.10.10.52.02.520.319.117.512.86.43.81.70.70.30.10.00.00.00.0
0.10.20.73.27.820.118.816.912.36.23.71.70.70.30.10.10.00.00.0
0.10.20.84.210.116.714.012.48.75.53.51.70.70.30.20.10.00.00.0
0.10.20.94.310.212.87.66.55.64.43.01.60.70.30.20.10.10.00.0
0.10.20.84.19.310.64.64.13.73.12.51.60.80.40.20.10.00.00.0
0.10.20.83.48.83.12.42.32.01.81.40.80.40.20.10.00.00.0 0.10.10.73.67.62.72.12.01.81.51.10.70.30.20.10.00.00.0
0.00.10.51.87.03.73.12.72.31.60.90.50.30.20.10.00.00.0 0.10.10.51.33.94.78.56.35.27.75.74.73.72.71.60.80.40.20.10.10.00.00.0
0.00.10.30.50.41.52.93.86.09.010.38.25.03.11.80.70.30.20.10.10.00.00.0
0.00.10.10.20.20.51.52.66.511.212.210.96.03.11.70.70.30.10.10.10.00.00.0
0.00.00.00.00.00.10.63.56.110.211.710.05.93.11.70.70.30.10.10.00.00.00.0
0.00.00.00.00.00.10.13.14.66.94.67.04.52.91.70.70.30.10.10.00.00.00.0 0.00.00.00.00.00.00.12.53.23.92.24.23.12.41.40.70.30.10.10.00.00.00.0
0.00.00.00.00.00.00.61.71.92.21.20.10.01.71.20.60.30.10.10.00.00.00.0 0.00.00.00.00.00.20.70.80.90.00.00.00.00.00.70.50.30.10.10.00.00.00.0 UMD1
UOQ1
UBA1UBA1 UBA1 UBA1 UBA1 USG1
UBA1UBA1UBA1UBA1
USF1
USF1
USE2
USE2 USE1
USE1
USE2
USF1
YB1
YB1
YB1
YB1
UMD1
LOBBY ENTRY
ASSOCIATE ENTRY
NOTES:1. THE SCOPE OF WORK FOR THIS PROJECT IS LIMITED TO EXTERIOR LIGHTING RENOVATIONS AS SHOWN ON THE PLANS.
2. ALL PROPOSED LIGHTS WILL BE FULL CUTOFF LED LIGHT FIXTURES.3. ALL EXISTING LIGHTS WILL BE REPLACED WITH FULL CUT OFF LED LIGHT FIXTURES.
4. REFERENCE THE LUMINAIRE SCHEDULE (SHEET LU-2) FOR
ADDITIONAL LIGHT FIXTURE INFORMATION.
Bank of America
SM
SHEET NO.REVIEWED BY:DESIGNED BY: DRAWN BY:
APPROVED BY:
123
REVISION
NO.
DESCRIPTION REVISED
BY
BLUE = NEW FIXTURE
GREEN = EXISTING FIXTURE LOCATION TO BE REPLACED
ORANGE = EXISTING FIXTURE TO REMAIN
TURQUOISE = FIXTURE TO BE REMOVED
PINK = REPLACE WITH NEW POLE AT NEW HEIGHT
= PROPERTY LINE BASED ON COUNTY APPRAISAL
INFORMATION
AWD __ = INDICATES NEW SECURITY FENCE - _- THIS LIGHTING PLAN ILLUSTRATES ILLUMINATE LEVELS CALCULATED FROM LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAN (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS. = BURIED ELECTRICAL CIRCUIT ---- THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK SCALE: 3/64" = 1'-0" KRM Fletcher Jackson 8301 Fletcher Parkway, La Mesa, CA 91942 CA0-282 v5 240415 CAS CAS FULL SITE PHOTOMETRICS PLAN LU-4 CALCULATION SUMMARY FULL SITE Calculation Points Name Average Maximum Minimum Ave/Min Max/Min FULL SITE @ GRADE 2.4 fc 25.2 fc 0.0 fc 0.0 fc 0.0 fc Jackson Dr
Fletcher Pkwy
SHEET INTENTIONALLY LEFT BLANK
Bank of America
SM
SHEET NO.REVIEWED BY:DESIGNED BY: DRAWN BY:
APPROVED BY:
123
REVISION
NO.
DESCRIPTION REVISED
BY
AWD
THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK KRM
Fletcher Jackson
8301 Fletcher Parkway,
La Mesa, CA 91942
CA0-282
v5 240415
CAS CAS
FIXTURE REMOVAL PLAN
LU-5
12'-8"
1'-9"
4'-2" 10'-0"10'-0" 10'-0"
5'-8"
10'-1"
12'-4"
13'-6"
10'-0"10'-0"10'-0" 10'-0" 8'-3"
1'-10"
7'-1"
5'-9"
16'-9" 11'-11"
32'-3"
18'-2"
31'-0"
UMD1
5'-2"
UOQ1
UBA1UBA1 UBA1 UBA1 UBA1 USG1
UBA1UBA1UBA1UBA1
USF1
USF1
USE2
USE2 USE1
USE1
USE2
USF1
YB1
YB1
YB1
YB1
UMD1
LOBBY ENTRY
ASSOCIATE ENTRY
TOTAL
FIXTURE
COUNT TYPE NOTES MOUNTING HEIGHT
9 UBA1 ADD NEW FIXTURE MATCH EXISTING CANOPY HEIGHT5 UMD1 ADD NEW POLE AND FIXTURE 20' - 0" AFG2 UOQ1 ADD NEW POLE AND FIXTURE 20' - 0" AFG2 USE1 ADD NEW FIXTURE 9' - 0" AFG3 USE2 ADD NEW FIXTURE 9' - 0" AFG3 USF1 ADD NEW FIXTURE 9' - 0" AFG1 USG1 ADD NEW FIXTURE 9' - 0" AFG9 YB1 OUT OF SCOPE - Bank of America
SM
SHEET NO.REVIEWED BY:DESIGNED BY: DRAWN BY:
APPROVED BY:
123
REVISION
NO.
DESCRIPTION REVISED
BY
BLUE = NEW FIXTURE
GREEN = EXISTING FIXTURE LOCATION TO BE REPLACED
ORANGE = EXISTING FIXTURE TO REMAIN
TURQUOISE = FIXTURE TO BE REMOVED
PINK = REPLACE WITH NEW POLE AT NEW HEIGHT
= PROPERTY LINE BASED ON COUNTY APPRAISAL
INFORMATION
AWD __ = INDICATES NEW SECURITY FENCE - _- THIS LIGHTING PLAN ILLUSTRATES ILLUMINATE LEVELS CALCULATED FROM LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAN (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS. = BURIED ELECTRICAL CIRCUIT ---- THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK SCALE: 3/64" = 1'-0" KRM Fletcher Jackson 8301 Fletcher Parkway, La Mesa, CA 91942 CA0-282 v5 240415 CAS CAS DIMENSIONING PLAN LU-6 Jackson Dr
Fletcher Pkwy
TR2
TR2 TR2
TR3
TR1
TR3
TR1
TR3
TR1
TR1
TR1TR1
TR3
LS1
LS1
LS1
UMD1
UOQ1
UBA1UBA1 UBA1 UBA1 UBA1 USG1
UBA1UBA1UBA1UBA1
USF1
USF1
USE2
USE2 USE1
USE1
USE2
USF1
YB1
YB1
YB1
YB1
UMD1
LOBBY ENTRY
ASSOCIATE ENTRY
Bank of America
SM
SHEET NO.REVIEWED BY:DESIGNED BY: DRAWN BY:
APPROVED BY:
123
REVISION
NO.
DESCRIPTION REVISED
BY
BLUE = NEW FIXTURE
GREEN = EXISTING FIXTURE LOCATION TO BE REPLACED
ORANGE = EXISTING FIXTURE TO REMAIN
TURQUOISE = FIXTURE TO BE REMOVED
PINK = REPLACE WITH NEW POLE AT NEW HEIGHT
= PROPERTY LINE BASED ON COUNTY APPRAISAL
INFORMATION
AWD __ = INDICATES NEW SECURITY FENCE - _- THIS LIGHTING PLAN ILLUSTRATES ILLUMINATE LEVELS CALCULATED FROM LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAN (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS. = BURIED ELECTRICAL CIRCUIT ---- THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK SCALE: 3/64" = 1'-0" KRM Fletcher Jackson 8301 Fletcher Parkway, La Mesa, CA 91942 CA0-282 v5 240415 CAS CAS LANDSCAPING PLAN LU-7 LANDSCAPING SCHEDULE SYMBOL QTY NOTE LS1 3 TRIM LANDSCAPING DOWN TO 36" TR1 6 TRIM TREE UP TO 6' AND THIN OUT TREE CANOPY TR2 3 TRIM TREE UP TO 15' AND THIN OUT TREE CANOPY TR3 4 TRIM TREE UP TO 10' AND THIN OUT TREE CANOPY Jackson Dr
Fletcher Pkwy
14.429.1
31.2 30.031.524.419.1
25.226.023.921.113.6
22.020.722.018.112.68.8
4.34.94.96.710.68.66.5
7.27.26.85.23.98.67.16.0 10.19.98.77.55.28.48.06.86.0
16.114.411.510.37.29.49.28.06.95.7
20.922.115.614.910.913.711.79.77.96.4
22.324.619.519.917.718.715.411.88.76.8
20.422.222.222.923.621.618.713.79.36.8
15.416.820.724.124.623.220.714.59.36.6
22.621.623.123.323.922.219.714.19.2
23.920.119.921.322.120.016.612.48.7
22.917.616.016.814.615.512.910.1
21.515.012.111.58.310.69.47.9
20.213.09.48.15.57.47.1
18.611.47.66.24.2
17.09.96.0 COMPLIANCE AREA50' RADIUS
UMD1
UOQ1
UBA1UBA1 UBA1 UBA1 UBA1 USG1
UBA1UBA1UBA1UBA1
USF1
USF1
USE2
USE2 USE1
USE1
USE2
USF1
YB1
YB1
YB1
YB1
UMD1
LOBBY ENTRY
ASSOCIATE ENTRY
NOTES:1. READINGS ARE MEASURED AT 36" (3') ABOVE GRADE.2. THE SCOPE OF WORK FOR THIS PROJECT IS LIMITED TO EXTERIOR LIGHTING RENOVATIONS AS SHOWN ON THE PLANS.3. REFERENCE THE LUMINAIRE SCHEDULE FOR ADDITIONAL LIGHT FIXTURE INFORMATION.4. GC TO VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION ON TREE TRIMMING AND/OR REMOVAL PRIOR TO COMMENCING WORK.
Bank of America
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BLUE = NEW FIXTURE
GREEN = EXISTING FIXTURE LOCATION TO BE REPLACED
ORANGE = EXISTING FIXTURE TO REMAIN
TURQUOISE = FIXTURE TO BE REMOVED
PINK = REPLACE WITH NEW POLE AT NEW HEIGHT
= PROPERTY LINE BASED ON COUNTY APPRAISAL
INFORMATION
AWD __ = INDICATES NEW SECURITY FENCE - _- THIS LIGHTING PLAN ILLUSTRATES ILLUMINATE LEVELS CALCULATED FROM LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAN (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS. = BURIED ELECTRICAL CIRCUIT ---- THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK SCALE: 3/64" = 1'-0" KRM Fletcher Jackson 8301 Fletcher Parkway, La Mesa, CA 91942 CA0-282 v5 240415 CAS CAS ATM COMPLIANCE AREA PHOTOMETRICS PLAN LU-8 CALCULATION SUMMARY COMPLIANCE Calculation Points Name Average Maximum Minimum Ave/Min Max/Min LOBBY ENTRY 50' @ 36" 14.4 fc 31.5 fc 3.9 fc 3.7 fc 8.0 fc Jackson Dr
Fletcher Pkwy
Bank of America
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SHEET NO.REVIEWED BY:DESIGNED BY: DRAWN BY:
APPROVED BY:
123
REVISION
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DESCRIPTION REVISED
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AWD
THIS PLAN SET IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF THE BANK AND THE USE OF THIS DESIGN IS PROHIBITED WITHOUT THE EXPRESS PERMISSION OF THE BANK KRM
Fletcher Jackson
8301 Fletcher Parkway,
La Mesa, CA 91942
CA0-282
v5 240415
CAS CAS
LU-9
ELEVATIONS
REPORT to the CITY COUNCIL
DATE: July 9, 2024
SUBJECT: CONSIDERATION OF PLACING A MEASURE ON THE
NOVEMBER 5, 2024 BALLOT TO ASK THE VOTERS OF
THE CITY OF LA MESA IF THEY WISH TO EXTEND
THE ¾ CENT LOCAL SALES TAX IN LA MESA (KNOWN
AS PROPOSITION L) FOR AN ADDITIONAL 20-YEARS
AND ADOPTION OF THE RELATED RESOLUTIONS
AND ORDINANCE
FROM: City Council Extension of Prop L Ad Hoc Subcommittee SUMMARY:
Issues:
Should the City Council place a measure on the November 5, 2024, ballot to ask the voters of the City of La Mesa if they wish to extend the expiring ¾ cent local sales tax in La Mesa (known as Proposition L) for an additional 20-years, without increasing the tax rate?
Recommendation:
That the City Council place a measure on the November 5, 2024, ballot to ask the voters of the City of La Mesa if they wish to extend the expiring ¾ cent addon local sales tax in La Mesa (known as Proposition L) for an additional 20-year, without increasing the tax rate.
Fiscal Impact:
The estimated cost to place a ballot measure on the November ballot from the San Diego County Registrar of Voters is $55,000 to $75,000. Proposition L the ¾ cent local sales tax is currently scheduled to expire on April 1, 2029. The City of La Mesa projects to receive approximately $12.8 million from Proposition L this fiscal year. This revenue from Proposition L represents approximately 17% of all General Fund revenue in La Mesa. Should Proposition L expire on April 1, 2029 the City of La Mesa would immediately lose approximately $12 million in annual
Report to Mayor and Councilmembers
Date: July 9, 2024
Page: 2 of 10
on-going revenue. This loss of revenue would result in significant necessary cuts to the City budget and reductions in numerous services which benefit the community.
City’s Strategic Goals:
Maintain a community where residents and visitors feel safe. Ensure a strong financial outlook through careful planning, sustainable service levels, and fiscal sustainability.
Promote a high quality of life that current and future generations can afford to call home.
Invest in infrastructure to serve the needs of the community. Nurture an organizational culture where employees are recognized for the delivery of high-quality services to the community.
BACKGROUND:
During the 2008 November election, voters of the City of La Mesa approved Proposition L - La Mesa Vital City Services Measure, a ¾ percent transactions and use tax (by a vote count of 55.51% YES and 44.49% NO). Revenue from this tax goes into La Mesa’s general fund and is not designated for a special purpose. Revenue from Proposition L is necessary and essential to maintain vital city services (at safe and acceptable levels), including public safety, public works, parks and recreation, street maintenance, and other services. Prop L was adopted for 20 years and currently would expire in 2029.
Significantly. essential purchases like groceries, prescription medicine, and diapers are exempt from sales tax. This effectively limits the burden of sales taxes to those on fixed or limited incomes.
The City Council first established the Extension of Proposition L Ad Hoc Subcommittee in 2020 following the review of the 10-year financial forecast. Due to the Pandemic the Subcommittee temporarily suspended because of unknowns surrounding the economy.
In 2023 the Prop L Subcommittee met more regularly with the intention of placing a measure on the November 2024 ballot to renew Prop L. With that goal in mind the Subcommittee called for a survey of voters to gauge interest in renewing Prop L.
The following is a description of some of the financial issues faced by the City of La Mesa that initially led to the need to find additional revenue over and above traditional property tax and sales tax revenue to continue to provide the level of services that the community desired.