Vista City Council
February 28, 2023

ACTION:

Clerk/Secretary
Department: Community Development Item No:

Prepared by: Michael Ressler, Principal Planner Meeting Date: February 28, 2023 Approved by:

John Conley, Director
Amanda Lee, Acting City Manager Agenda Location: Public Hearing SUBJECT: APPEAL OF P22-0181, N. SANTA FE APARTMENTS
RECOMMENDATION:

1. Open, conduct, and close a public hearing to receive testimony regarding Planning Case No. P22- 0181, the N. Santa Fe Apartments project.

2. Adopt Resolution No. 2023- , approving the appeal and approving a Site Development Plan to develop a 36-unit apartment complex and associated site improvements on an approximately 1.3-acre site located at 1304 N. Santa Fe Avenue (APN 161-251-30-00).

CORRELATION TO CITY COUNCIL GOALS: Homelessness and Housing.

PRIOR ACTION: None.

PRIOR PLANNING COMMISSION ACTION: On January 17, 2023, adopted Planning Commission Resolution No. 2023-01, approving a Site Development Plan to develop a 36-unit apartment complex and associated site improvements on an approximately 1.3-acre site located at 1304 N. Santa Fe Avenue (APN 161-251-30-00), with the following additional Condition of Approval:
Plans submitted for Building plan check shall illustrate approximately 27 ft. of the western most portion of Building “B” be reduced to three stories. In order to achieve this condition, Units B-10 and B-11 can be reduced to studio units and Unit-20 can be increased to a 2-bedroom unit. An adjustment in unit type as a repercussion of this condition will not constitute additional parking supply. Final design and configuration of Building “B” shall be submitted to the City Planner for review and approval prior to issuance of building permits (Vote: 5-0, Hastings and Savage absent).

January 17, 2023, Planning Commission Staff Report and Minutes are included as Exhibit 2. An appeal of the Planning Commission’s January 17, 2023, decision regarding the project was filed by Kire Builders, Inc., project application, on January 27, 2023.

STATEMENT ON THE SUBJECT: The proposed project consists of a Site Development Plan to develop 36 market rate apartment units, parking, drainage improvements, wet and dry utilities, landscaping, private deck areas, opens space amenities, and all associated infrastructure on a 1.29-acre parcel (project site area before right-of-way dedication). The 36 proposed units would result in a density of 27.9 units per acre based on the 1.29-acre site. The development would be comprised of two 4-story residential buildings with AGENDA
REPORT

CITY COUNCIL

COMMUNITY DEVELOPMENT COMMISSION

SUCCESSOR AGENCY

BUENA SANITATION DISTRICT

JOINT POWERS FINANCING AUTHORITY
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PH1
Approved above recommendation, adopted City Council Resolution No. 2023-22.

Vote: 5-0

MEETING DATE: February 28, 2023
PAGE 2
SUBJECT: APPEAL OF P22-0181, N. SANTA FE APARTMENTS
a maximum height of 53 feet 5 inches. The proposed apartment buildings would be developed along the street frontages of N. Santa Fe Avenue and W. Indian Rock Road. Building "A" is "L shaped" and is located at the southeast corner of the site. Building "B" is rectangular in shape and is located approximately 29 feet 8 inches west of Building "A".

The project proposes 14 studio units, six one-bedroom units, and 16 two-bedroom units. The studio apartments would range from 466 square feet to 643 square feet in size, the one-bedroom units range from 713 to 1,070 square feet, and the two-bedroom units range from 923 to 1,186 square feet. The architectural design of the apartment buildings reflects a Modern architectural style with sloping composite asphalt singled roofs. The building elevations are enhanced with such features as stucco exteriors, stucco projections, custom steel balcony railings, and metal shade overhangs. When completed, the apartment buildings would maintain a grey and white color scheme with an orange accent color.

Vehicular access would be provided by a new 24-foot-wide entry driveway located at the southwest corner of the site along W. Indian Rock Road. Vehicular circulation within the development would include a 24- foot-wide driveway, which provides access to all parking facilities. A total of 61 parking spaces would be provided, inclusive of three handicap-accessible spaces. The project requires 1.25 parking spaces per studio and one-bedroom unit and 2.25 parking spaces per two-bedroom unit for a total on-site parking requirement of 61 spaces pursuant to the Mixed Use - N. Santa Fe Overlay Zone parking standards.

Proposed site amenities for the project include a 1,392 square foot courtyard area located between the two apartment buildings. The courtyard area would include a barbeque island with bar stools, tables and chairs, artificial grass with lounge chairs and cornhole game, and festival string lighting. In addition, the project includes a 954 square foot community room for indoor activities. Landscape areas total 7,302 square feet and comprise approximately 19 percent of the entire project site.

General Plan. The project site is designated Mixed Use (MU) in the Land Use and Community Identity (LUCI) Element of the General Plan. The MU designation is intended to support a variety of land uses, including multifamily residential, retail, and office. The MU designation allows residential densities up to 40 units per gross acre. The proposed project consists of a multifamily residential apartment development to include 36 apartment units on 1.29 acres, which equates to a density of approximately 27.9 units per acre. The project is within the 40 units per acre maximum density permitted and implements a multi-family residential development as envisioned under the MU designation.

Zoning. The site is zoned M-U (Mixed Use) (40)— North Santa Fe Overlay Zone. Development standards for the Mixed Use zone address building height, setbacks, open space/landscaping, parking, and density. Conceptual architectural elevations and floor plans for the buildings are proposed and included as part of this request. The project's conformance with these standards is included in the Planning Commission staff report (Exhibit 2).

Environmental. The proposed project is exempt from environmental review under State CEQA Guidelines Section 15332 - In-Fill Development Projects, which is a Class 32 categorical exemption. The proposed project meets the following five conditions of Class 32 exemptions: (a) it would be consistent with the applicable designations and policies of the City's General Plan and Zoning Ordinance; (b) it would be developed within City limits on a site no more than five acres that is substantially surrounded by urban uses; (c) the project site does not contain any habitat for endangered, rare or threatened species; (d) approval of the project would not result in significant effects related to traffic, noise, air quality, or water quality; and (e) the site is adequately served by all required public utilities and services.

Planning Commission Review. A public hearing was held at the Planning Commission on January 17, 2023, to consider the Site Development Plan for the project. Three members of the public spoke at the 02/28/2023 PH 1 2 of 90

MEETING DATE: February 28, 2023
PAGE 3
SUBJECT: APPEAL OF P22-0181, N. SANTA FE APARTMENTS
hearing and concerns were raised regarding building height and land use compatibility. At the conclusion of the hearing, the Planning Commission approved the project with an additional condition of approval requiring the westerly building (nearest the adjacent residential neighborhood) be modified to pull the top story back and rearrange the unit mix to reduce the massing of the building on the west side. At the public hearing, the Planning Commission conferred with the applicant regarding the proposed condition and the applicant responded that they would look at it. However, after further discussion with the project architect, the applicant filed an appeal of the Planning Commission's decision to appeal the condition imposed at the hearing. The staff recommendation provided herein is to approve the project without the Planning Commission's additional condition of approval.

FISCAL IMPACT: Based on the County Assessor's records, the project site has a current assessed value of$1,525,000. The City receives approximately $2,105 per year in property tax for this parcel. The applicant has provided an estimated assessed value of$8,000,000 at the completion of the apartment project. This is estimated to generate approximately $13,145 in annual property tax revenue for the City.

The project would also be responsible for the payment of development impact fees as a condition of development.

EXHIBITS:

1. City Council Resolution No. 2023- , approving the appeal and approving a Site Development Plan to develop a 36-unit apartment complex and associated site improvements on an approximately 1.3-acre site located at 1304 N. Santa Fe Avenue (APN 161-251-30-00).

A. Conditions of Approval
B. Project Plans (reduced)

2. January 17, 2023, Planning Commission Staff Report and Minutes

3. Appeal Letter

4. Project Location Map

5. Written Correspondence

6. Full Scale Project Plans (limited distribution)
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RESOLUTION NO. 2023-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF VISTA,

CALIFORNIA, APPROVING THE APPEAL AND APPROVING A SITE
DEVELOPMENT PLAN TO DEVELOP A 36-UNIT APARTMENT COMPLEX AND ASSOCIATED SITE IMPROVEMENTS ON AN APPROXIMATELY 1.3-ACRE SITE LOCATED AT 1304 N. SANTA FE AVENUE (APN 161-251-30-00)
APPLICANT: KIRE BUILDERS, INC.

PLANNING CASE: P22-0181
The City Council of the City of Vista does resolve as follows:

1. Findings. The City Council hereby finds and declares the following:

A. The applicant, Kire Builders, Inc., filed an application for Site Development Plan to develop a 36-unit apartment complex and associated site improvements on an approximately

1.3-acre site located at 1304 N. Santa Fe Avenue (APN 161-251-30-00).

B. The property for which the approval is requested is more specifically described as follows:

An approximately 1.3-acre parcel at the site addressed as 1304 N. Santa Fe Avenue, and also known as Assessor's Parcel Number 161-251-30-00.

C. Pursuant to Chapter 18.48 of the Development Code, the Planning Commission held a duly noticed public hearing on the requested Site Development Plan on January 17, 2023.

D. At said hearing, Staff Reports both written and oral were received in evidence and all persons desiring to speak on the proposed Site Development Plan were heard. At the conclusion of said hearing, after consideration of all evidence presented, the Planning Commission adopted Resolution No. 2023-01 approving a Site Development Plan to develop a 36-unit apartment complex and associated site improvements on an approximately 1.3-acre site located at 1304 N. Santa Fe Avenue, with an added condition of approval as follows:
"Plans submitted for Building plan check shall illustrate approximately 27 ft. of the western most portion of Building "B" be reduced to three stories. In order to achieve this condition, Units B-10 and B-11 can be reduced to studio units and Unit-20 can be increased to a 2-bedroom unit. An adjustment in unit type as a repercussion of this condition will not constitute additional parking supply. Final design and configuration of Building "B" shall be submitted to the City Planner for review and approval prior to issuance of building permits."
E. The proposed project is exempt from environmental review under State CEQA Guidelines Section 15332 — In-Fill Development Projects, which is a Class 32 categorical exemption. The proposed car wash project meets the following five conditions of Class 32 exemptions: (a) it would be consistent with the applicable designations and policies of the City's General Plan and Zoning Ordinance; (b) it would be developed within City limits on a site no more than five acres that is substantially surrounded by urban uses; (c) the project site does not contain any habitat for endangered, rare or threatened species; (d) approval of the project would P22-0181 res EXHIBIT 1
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RESOLUTION 2023-

CITY COUNCIL OF THE CHARTERED CITY OF VISTA
PAGE 2
not result in significant effects related to traffic, noise, air quality, or water quality; and €the site is adequately served by all required public utilities and services.

F. On January 27, 2023, an appeal of the Planning Commission's approval was filed challenging the imposition of the added condition of approval.

G. The City Council held a duly noticed public hearing to consider the appeal of the Planning Commission's approval of the Site Development Plan on February 28, 2023.

2. Action.

A. The above recitations are true and correct.

B. The City Council makes the following findings with regard to the Site Development Plan request based on the evidence reasons presented in the agenda report and as follows:

1. The project conforms to the following:
a. All applicable elements of the General Plan, Development Code regulations, Design Guidelines, including the community's goals and objectives as established by said documents, and other applicable City codes, ordinances and policies, state laws and applicable safety codes.
i. The General Plan land use designation for the project site is Mixed Use (MU), which allows for residential densities of up to 40 dwelling units per gross acre and commercial/retail uses. The primary purpose of the Mixed Use designation is to implement smart growth principles by supporting a combination of compatible land uses, including mixed use and multifamily residential, along the City's main transportation corridors.

The proposed project would allow for the development a four story 36-unit apartment complex adjacent to N. Santa Fe Avenue, a main transportation corridor, consistent with the intent of the General Plan. The project proposes to construct 36 apartment units on a 1.29 gross acre site at a density of 27.9 units per acre, which complies with the maximum density of 40 dwelling units per acres in the Mixed Use land use designation.
ii. The project is designed to comply with the development standards and permissible uses specified by the M-U (40)— North Santa Fe Overlay Zone (Mixed Use, maximum 40 dwelling units per acre), including maximum allowable building height, setback requirements, and the provision of sufficient landscaping and open space. The project proposes 36 units at a density of 27.9 units per acre, which is in accordance with Chapter 18.90 of the Vista Development Code. The proposed multi-family residential use is consistent with the uses permitted in the zone, subject to approval of the proposed Site Development Plan by the City Council.
iii. The proposed project is consistent with the requirements of the Design Review Manual and with other residential projects in the City with respect to architectural design, landscaping, and amenities. The project incorporates the use of various materials and decorative elements to provide architectural interest including multi-color stucco- finished exterior walls, steel railings, metal shade overhangs, and other design details.

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RESOLUTION 2023-

CITY COUNCIL OF THE CHARTERED CITY OF VISTA
PAGE 3
iv. All construction on the site will be required to conform to the applicable building and safety regulations.
b. Specific conditions of approval that have been levied as a result of any previous discretionary approval(s); examples of which include, but are not limited to the following: subdivision map, specific plan, special use permit, etc. i. There are no prior discretionary approvals or conditions of approval applicable to the project.

C. The proposed project, as conditioned, includes the required on- and off-site improvements to implement the purpose and intent of the Development Code and the City's design and development standards.
i. All required on- and off-site improvements are either included in the project design or imposed as Conditions of Approval in Exhibit A. Site improvements include sidewalk, curb, and gutter improvements; pavement repair; wet and dry utilities; and drainage improvements.

C. All requirements of CEQA have been met.

D. In view of the necessary findings heretofore made, and considering the applicable law, the City Council approves the appeal and approves the Site Development Plan to develop a 36-unit apartment complex and associated site improvements on an approximately

1.3-acre site located at 1304 N. Santa Fe Avenue as set forth in Exhibit "B", subject to the Conditions of Approval in Exhibit "A" to this Resolution.

E. Failure to abide by and faithfully comply with any and all conditions of approval included in Exhibit "A" shall constitute grounds for revocation of the approvals by the Planning Commission.

F. The applicant must execute a written acceptance of these Conditions of Approval no later than thirty (30) days after the permit is approved or the permit shall become null and void.
[Continued on page 4.]
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RESOLUTION 2023-

CITY COUNCIL OF THE CHARTERED CITY OF VISTA
PAGE 4

3. Adoption. PASSED AND APPROVED at a regular meeting of the City Council of the Chartered City of Vista held on the 28' day of February, 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

JOHN FRANKLIN, MAYOR
APPROVED AS TO FORM: ATTEST:

Walter Chung, City Attorney KATHY VALDEZ, CITY CLERK By: By:

Exhibits:

A. Conditions of Approval
B. Project Plans

APPROVED
Amanda L Guy
20230215152402
P22-0181 res
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EXHIBIT "A"

CONDITIONS OF APPROVAL
P22-0181
N. Santa Fe Apartments
Stephan Gaspar— Kire Builders, Inc.

PROJECT: A request for a Site Development Plan to construct 36-unit apartment complex on approximately 1.3 acres of land located at 1304 N. Santa Fe Avenue (APN 161-251-30- 00).

A. SCOPE OF PROJECT
The project proposes to construct two, four-story apartment buildings consisting of four residential floors, open space amenities, parking, and associated site improvements, which shall conform to Exhibit "B".

B. APPLICABLE REGULATIONS

1. Where not otherwise specified, this project shall be subject to the regulations of the City of Vista Municipal and Development Codes as well as other applicable local, State and Federal regulations.

2. Prior to any construction on the site, all required permits shall be obtained.

C. VIOLATION OF CONDITIONS
Should significant violations of conditions be reported to the City, the City may take action pursuant to Chapter 17.88 of the Vista Development Code.

D. BUILDING AND STRUCTURAL INFORMATION AND CONDITIONS

1. All construction and designs are to comply with the model codes adopted by the City of Vista at the time permit applications are filed, and construction documents are submitted for plan check.

2. Community areas to comply with accessibility requirements per CBC chapter 11B.

3. Trash enclosure and pole mounted site lighting require separate permits.

4. Accessible route is required to extend to the public right of way.

5. The project needs to comply with the accessibility requirements as specified in the California Building Code chapter 11A.

6. The trash enclosure must be on an accessible path.

E. ENGINEERING INFORMATION AND CONDITIONS
General

1. The applicant is responsible for applying for all closures, vacations, easements and abandonments as necessary for the completion of this P22-0181exa 1
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project. The application(s) for such actions shall be reviewed and approved or rejected by the City under separate process per codes, ordinances, and policies in effect at the time of the application.

2. Prior to grant of occupancy, the Engineer of record must submit "As-Built" drawings to construction inspector assigned to his project for final approval.

The Inspector will review the "As-Built" drawings, sign and return them to the Engineer of Work.

3. The development shall comply with all applicable regulations established by the United States Environmental Protection Agency (USEPA) as set forth in the National Pollutant Discharge Elimination System (N.P.D.E.S.) permit requirements for urban runoff and storm water discharge and any regulations adopted by the City pursuant to the N.P.D.E.S. regulations or requirements.

Further, the applicant may be required to file a Notice of Intent with the State Water Resources Control Board to obtain coverage under the N.P.D.E.S.

General Permit for Storm Water Discharges Associated with Construction Activity and may be required to implement a Storm Water Pollution Prevention Plan (SWPPP) concurrent with the commencement of grading activities. SWPPPs shall include construction pollution prevention and pollution control measures The applicant shall comply with all the provisions of the Clean Water Program during and after all phases of the development process, including but not limited to: mass grading, rough grading, construction of street and landscaping improvements, and construction of dwelling units.

Grading

4. Prior to development a comprehensive soils and geologic investigation shall be conducted of the soils, slopes, and formations of the project. All necessary measures shall be taken and implemented to assure slope stability, erosion control, shoring, stormwater infiltration, long term feasibility of water quality features and soil integrity. No grading shall occur until a detailed rough and/or precise grading plan, to be prepared in accordance with the Development Code, is approved by the Land Development Engineer.

5. If the project involves demolition of an existing structure or surface improvements, the grading and erosion control plans shall be approved by the Land Development Engineer prior to the issuance of a demolition permit.

No demolition shall be permitted without an approved erosion control plan.

6. For development of the proposed multiunit residential project a precise grading and private improvement plan shall be prepared together with public improvement plans, reviewed, secured and approved prior to the issuance of any building permits. The grading and improvement plans shall be prepared by a California Registered Civil Engineer. The plans shall reflect all pavement, flatwork, drainage devices, utility services, landscaped areas, P22-0181exa 2
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special surfaces, curbs, gutters, walls, medians, striping, signage, streetlights, and footprints of all structures. Parking lot striping and any on- site median islands shall be shown on all Precise Grading and Private and Public Improvement Plans. An erosion control plan shall be submitted along with the grading plans for the site.

7. The applicant shall monitor, supervise and control all construction and construction-supportive activities, so as to prevent these activities from causing a public nuisance, including but not limited to, insuring strict adherence to the following:
a. Dirt, debris and other construction material shall not be deposited on any public street or within the City's storm water conveyance system. b. All grading and related site preparation and construction activities shall be limited to the hours of 7 AM to 5 PM, Monday through Friday, and from 8 AM to 4 PM on Saturdays. No Engineering related construction activities shall be conducted on Sundays or legal holidays unless written permission is granted by the Land Development Engineer with specific limitations to the working hours and types of permitted operations. All on- site construction staging areas shall be as far as possible (minimum 100 feet) from any existing residential development. Because construction noise may still be intrusive in the evening or on holidays, the City's Noise Ordinance also prohibits any disturbing, excessive, or offensive noise which causes discomfort or annoyance to reasonable persons of normal sensitivity.
c. The construction site shall accommodate the on-site parking of all motor vehicles used by persons working at or providing deliveries to the site.

8. Grading and drainage facilities shall be designed and installed to adequately accommodate the local storm water runoff and shall be in accordance with the City's Development Code and as directed by the Land Development Engineer. Drainage facilities shall include an onsite detention basin to attenuate the peak flows resulting from a 100-year storm event down to a level equal or less than the pre-development flow.

9. This project does not require off site grading. No grading for private improvements shall occur outside the limits of this approval unless Developer obtains, records and submits a recorded copy to the City Engineer a grading or slope easement or agreement from the owners of the affected properties.

If Developer is unable to obtain the grading or slope easement, or agreement, no grading permit will be issued. In that case Developer must either apply for and obtain an amendment of this approval or modify the plans so grading will not occur outside the project and apply for and obtain a finding of substantial conformance from both the City Engineer and Planning Director.

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Improvements

10. Prior to issuance of a grading permit all of the required public improvement plans shall be approved by the Land Development Engineer and covered by a development agreement and secured with sufficient improvement securities or bonds guaranteeing performance and payment for labor and materials, setting of monuments, and warranty against defective materials and workmanship.

11. All public improvements are required at the time of development and shall be under construction to the satisfaction of the Land Development Engineer prior to the issuance of the first building permit, excluding retaining wall permits. All public improvements including underground conversion of overhead utilities (if required) shall be completed prior to issuance of any Certificate(s) of Occupancy.

12. Engineered street, and sewer improvement plans for that portion of Indian Rock Road adjacent to the property frontage. The right-of-way adjacent to property shall be improved with curb, gutter and sidewalk and new concrete shall match the existing where driveway openings have been removed and new driveways installed. Additionally, Indian Rock Road adjacent to the property frontage (full width) shall receive and 2" grind/overlay with a dig-out and repair of any distressed pavement identified by the City Inspector. The plans shall be prepared and submitted by a California Registered Civil Engineer for plan check and approval of the Land Development Engineer.

13. The applicant shall construct a new pedestrian ramp at the northwest corner of the intersection of Indian Rock Road and North Santa Fe Avenue, per San Diego Regional Standard Drawing number G-27 or as determined by the City Engineer.

14. Street name signs and traffic control devices shall be built to City standards and as required by the Land Development Engineer and the Traffic Engineer.

15. All right-of-way alignments, street dedications, exact geometrics and widths, if required, shall be dedicated and improved as required by the Land Development Engineer.

16. Sight distance requirements at all street intersections shall conform to the Cal Trans intersectional sight distance criteria. Landscaping features such as slopes, fencing, retaining walls, trees, shrubs, and signage shall be designed to conform to the Cal Trans sight distance criteria.

17. City streetlights shall be installed on all streets under the City's LS-2 rate schedule. The applicant shall pay all applicable fees, energy charges, and/or assessments and privately maintain said streetlights on all public or private streets within the project boundary. Streetlight plans shall be submitted and approved prior to approval of the Engineering plans.

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18. Design and construction of all improvements shall be in accordance with standard plans and requirements of the City of Vista and subject to approval by the Land Development Engineer.

19. Any public street adjacent to the project shall be improved as required by the Land Development Engineer, included all associated drainage facilities required for public safety.

20. Pavement sections for all streets, alleys, driveways and parking areas shall be based upon approved soil tests and traffic indices. The pavement design is to be prepared by the applicant's soil engineer and must be approved by the Land Development Engineer, prior to paving.

21. All existing overhead utility lines within the property and/or in the public right of way on the same side of a public right-of-way or private street abutting a new project, and all new extension services for the development of the project, including but not limited to, electrical, cable and telephone, shall be placed underground per City Code requirements and as required by the Land Development Engineer and current City policy.

22. Prior to approval of the grading plans, the applicant shall contract with a geotechnical engineering firm to perform a field investigation of the existing pavement on all streets adjacent to the project boundary. The limits of the study shall be half-street plus twelve (12) feet along the project frontage. The field investigation shall include a minimum of one pavement boring per every fifty (50) linear feet of street frontage. Should the existing AC thickness be determined to be less than three (3) inches or without underlying Class II base material, the applicant shall remove and reconstruct the pavement section as determined by the pavement analysis submittal process detailed in following condition.

23. Upon review of the pavement investigation, the Land Development Engineer shall determine whether the applicant shall: 1) Repair all failed pavement sections, 2) header cut and grind per the direction of the Public Works Inspector, and construct a minimum two (2)-inch thick rubberized AC overlay; or 3) Perform R-value testing and submit a study that determines if the existing pavement meets current City standards/traffic indices. Should the study conclude that the pavement does not meet current requirements, rehabilitation/mitigation recommendations shall be provided in a pavement analysis report, and the applicant shall reconstruct the pavement per these recommendations, subject to approval by the Land Development Engineer.

24. The City of Vista does not provide water service for projects within our city limits. A separate submittal and/or permits, fees, bonds, agreements and other conditions may be required to be attained by Vista Irrigation District.

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25. Any private water lines shall be designed by a registered Civil Engineer in the State of California. The plan check and inspection for private water lines shall be paid for by the developer as part of the Engineering review and construction process.

Dedications and Improvements

26. This project requires off site grading. No grading for private improvements shall occur outside the limits of this approval unless Developer obtains, records and submits a recorded copy to the City Engineer a grading or slope easement or agreement from the owners of the affected properties. If Developer is unable to obtain the grading or slope easement, or agreement, no grading permit will be issued. In that case Developer must either apply for and obtain an amendment of this approval or modify the plans so grading will not occur outside the project and apply for and obtain a finding of substantial conformance from both the City Engineer and Planning Director.

Stormwater

27. The applicant shall prepare and submit an Operations & Maintenance (O&M) Plan to the Engineering Division with the first submittal of engineering plans.

The O&M Plan shall be prepared by the applicant's Civil Engineer. It shall be directly based on the project's Storm Water Quality Management Plan (SWQMP) previously approved by the Land Development Engineer. The O&M Plan shall be approved by the Land Development Engineer prior to approval of any plans by the Land Development Division. At a minimum the O&M Plan shall include the designated responsible parties to manage the storm water BMP(s), employee's training program and duties, operating schedule, maintenance frequency, routine service schedule, specific maintenance activities, copies of resource agency permits, and any other necessary elements

28. The applicant shall enter into a City-Standard Stormwater Facilities Maintenance Agreement with the City obliging the future owner(s) to maintain, repair and replace the storm water Best Management Practices (BMPs) identified in the project's approved Storm Water Quality Management Plan (SWQMP), as detailed in the O&M Plan into perpetuity. The Agreement shall be approved by the City Attorney and shall be recorded at the County Recorder's Office prior to issuance of any precise grading permit.

29. At a minimum, maintenance agreements shall require the staff training, inspection and maintenance of all BMPs on an annual basis. The project proponent shall complete and maintain O&M forms to document all maintenance activities. Parties responsible for the O&M plan shall retain records at the subject property for at least 5 years. These documents shall be made available to the City for inspection upon request at any time.

30. The Agreement shall include a copy of executed onsite and offsite access easements necessary for the operation and maintenance of BMPs that shall P22-0181exa 6
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be binding on the land throughout the life of the project to the benefit of the party responsible for the O&M of BMPs, until such time that the storm water BMP requiring access is replaced, satisfactory to the Land Development Engineer.

31. The project shall provide a separate sheet as part of the grading plan showing all construction BMP's required. This construction BMP sheet shall be phased as needed and required by the City of Vista, alterations and or updated plans may be required during construction. Additional BMP's when requested by the City of Vista shall be implemented at least before the next rain event or within 48 hours of request whichever comes first.

32. The BMPs described in the project's approved Storm Water Quality Management Plan (SWQMP) shall not be altered in any way, shape or form without formal approval by the project's final approving authority at a public City hearing, any modifications to the stormwater basins that alters the parking, landscaping and building configuration will require planning department approval and associated review fees. A hearing may be required for the approval of the project.

33. This project will be required to implement post construction BMP's in accordance with the City of Vista BMP Design Manual and the San Diego Regional Water Quality Control Board (SDRWQCB) MS4 permit order no R9- 2013-0001, as amended by Order Nos. R9-2015-0001 and R9-2015-0100. A separate sheet shall be provided as part of the grading plans that indicates all site design, source control and treatment control BMP's. This sheet shall be signed by the architect, civil engineer, landscape architect, and geotechnical engineer. It shall show construction level details for all BMP's as required by the City Engineer.

34. All post construction BMP's shall be surveyed by a professional land surveyor. A written certification signed and stamped by the Civil Engineer of record shall be submitted prior to final inspection and occupancy release.

The certification shall include language that the civil engineer has personally visited the site and confirms the BMP's as constructed are in conformance with the approved SWQMP and H&H reports and that all water quality requirements have been satisfied.

Public Sewer and Water Utilities

35. The Residential development proposed density is in compliance with the current General Plan and zoning requirements. Therefore, the Project proposed sewer capacity is within the allowable sewer capacity for these parcels as determined by the current `2017-Sewerage Master Plan'.

36. The peak sewer capacity estimate for this project, based on the Site Development Plan submittal dated October - 2022, will be calculated based P22-0181exa 7
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on the current City of Vista Municipal Codes (Ref. VMC Sections 14.01.030,

06.110, 120, & 130).

37. The existing sewer capacity will be credited to the total required capacity for the proposed project.

38. Developer shall obtain a `Sewer Discharge' permit from the City of Vista, and pay all related fees and charges, prior to obtaining a Building permit.

Commitment to provide sewer services is made by the District's Board and/or City Council, and is subject to compliance with Sewer District's conditions, terms, rules, and regulations, posting required securities/bonds, and payment of all pertinent fees and charges.

39. An existing 8-in VCP (Dwg-NS193, 1957-Yr) public sewer main along W Indian Rock Road is available for connection. Connection of private sewer main into an existing public defective or substandard sewer manhole will not be permitted.

40. The Grading/ Private Improvements Plan As-Built Signature block shall include a sanitation signature block for review/approval of the as-builts as noted below.
"AS B U I LTS"

PROJECT ENGINEER
RCE EXP
DATE
REVIEWED BY:

INSPECTION: DATE:

SANITATION: DATE:

S

41. Water Meter Requirements: Two (2) water meters (min) are required to be installed and labeled separately (Ref. VMC 18.56.080.G6.ix). One separate, individual, dedicated water meter for interior domestic. Another separate, individual, dedicated shared (common) water meter for Landscape Irrigation use. Refer to Section 2.2.3 Irrigation Requirements in the City Landscape Manual.

42. `EXISTING Public Sewer Facilities': Point of Connection:

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a. Developer shall hire a qualified California Registered Land Surveyor or Engineer to survey and certify the invert elevations of the existing sewer manholes #V11.120 where the proposed sewer main extension is connecting.
b. A signed and stamped and dated `Survey Manhole Certification' shall be submitted to the Sanitation Engineer, prior to approval of the Grading and Improvement Plans.
c. The certificate shall include manhole IDs, top of rim and invert elevations, city Benchmark, and survey date — add `Survey Sewer Manhole Certification' block for plans to reflect this requirement.

Certification block to also show manhole IDs, top of rim and invert elevations, city Benchmark, and survey date.

43. Existing Sewer Manhole #V11.120 shall be reconstructed to current standards, and or as directed by the Sanitation Engineer.

44. Unless otherwise noted, ALL proposed sewer facilities within this project are `PRIVATE', and shall be labeled as such on the plans. Add a note to the sewer improvement plans to reflect this requirement.

45. All sewer manhole covers within the site shall have "PRIVATE SEWER" cast into the lid, unless otherwise noted.

46. Each proposed detached building shall have a:
a. separate, individual, dedicated gravity flow, private sewer lateral, and a `standard two-way' cleanout with utility box fronting and connecting to the private sewer main.
b. A separate individual dedicated `Backflow Preventer' for each sewer lateral as noted on the plans (if applicable).

47. The existing private sewer laterals connecting to the existing buildings are to be removed from the public sewer main wye connection per public standards. Refer to the existing Pre-CCTV inspection videos.

48. Developer shall extend an 8-inch `private', PVC, SDR35 (GREEN) sewer main extension into the site between the apartment buildings to provide sewer service to the proposed residential development — upstream manhole installation is required. All `Private' sewer main plans are to show both Plan View and Profile.

49. Sewer pipe shall be designed to maintain a self-cleaning velocity of a minimum of two feet per second (2 fps) to avoid deposition of solids and odor. Otherwise, maintain a minimum 1.00% slope.

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50. Construction and inspection of the `private' sewer main is to be done per Public Standards and/or as directed by the City Engineer, including Pre- & Post-CCTV inspection (Ref. VMC 14.08). All sewer work is to be inspected by the City of Vista Engineering Inspector. All work done without proper inspection will be rejected.

51. Developer shall prepare, file, execute, and record a `Private Sewer Maintenance Agreement.'

52. Developer is to comply with the SWRCB requirements to prevent Sanitary Sewer Overflows (SSOs) and Spills. Compliance can be met by complying with the conditions and requirements noted above, and by performing the required pre- and post-CCTV inspection, and installing approved sewer manholes.

53. The outside trash enclosure surface area may NOT drain or may NOT discharge into a public sewer system. Trash enclosure surface areas to drain into a stormwater treatment basin.

54. All street monuments damaged during construction of the street improvements are to be replaced by a California Registered Land Surveyor.

Miscellaneous

55. Traffic control during the construction of streets which have opened to public travel shall be in accordance with construction signing, marking and other protection as required by the State Department of Transportation (CalTrans) Traffic Manual.

56. Water improvements are separately approved by and bonded with the Vista Irrigation District prior to approval of the grading plan. Please submit with VID concurrently to avoid project delays.

57. A Right-of-Way permit shall be required prior to commencement of any work within the City right-of-way.

F. FIRE DEPARTMENT CONDITIONS AND REQUIREMENTS

1. Fire Department Access
a. Roadway design features (speed bumps, speed humps, speed control dips, etc.) which may interfere with emergency apparatus responses shall not be installed or allowed to remain on fire access roadways. b. Any gate or barrier across a fire access roadway must meet Vista Fire Department standards and have specific plans reviewed and approved prior to installation. Gate swing shall not obstruct the width of any fire lane.
c. All gates serving residential multifamily projects must be automatic.

Automatic gates must be equipped with sensors detecting emergency P22-0181exa 10
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vehicle strobe lights from any direction of approach. In addition, Knox brand key-operated electric switches keyed to Vista Fire Department specifications are required. Both the strobe light detector and Knox switch shall override all gate functions and open the gate.

2. Street Address Numbers/Signs
Permanent three-dimensional street numbers, minimum 12" in height, shall be provided at approved locations on the buildings, visible from either direction of approach. Suite numbers shall also be provided.

3. Fire Sprinklers
a. Fire Sprinklers will be required to be installed. Plans shall be submitted to the Fire Department for review. The system shall comply with NFPA #13 Standard for Automatic Fire Sprinkler Systems latest edition. b. A Standpipe system shall be installed in all stairwells.

4. Fire and Smoke Detection
The building shall be provided with a manual and automatic fire alarm system with separate plan review and approval required.

5. Extinguishers
Fire extinguishers are to be provided at exits and at additional approved locations. Fire Department policies, California Fire Code and State Fire Marshal regulations (CCR Title 19) shall be met. The maximum travel distance to a fire extinguisher shall be 75 feet. The fire extinguisher shall be mounted within a fully recessed cabinet unless otherwise approved by the Fire Marshal.

6. Building Access
Knox-Vault series 4400 emergency access key box is required at the building, with specific mounting location approved by VFD prior to construction of walls. Typically, the location will be 5 feet above finished grade at the main entrance. Recessed mount is required. Premises keys for all building areas (grand master system keys) labeled with approved key tags identifying the door or area served. Any gate or barrier across a fire access roadway whether manual or automatic, must meet Vista Fire Department standards and have specific plans reviewed and approved prior to installation.

G. TRAFFIC

1. Furnish and install an Axis, HDTV, PTZ, remote-control camera, model Q6075-E to be mounted on top of the traffic signal pole on the southwest corner of the intersection of N. Santa Fe Avenue & Cananea Street/Indian Rock Road, with the following specifications and instructions:
a. HDTV.
b. 1080P.

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c. Built-in analytics.
d. Provide and install mounts and brackets (Axis T91 L61 or City approved equal).
e. Provide a CAT6 cable and connect the camera to the traffic signal cabinet.
f. The camera installation is to include all other necessary modems, cabling and programming to make the camera operational.
g. The camera installation shall also include all trenching; conduit; cabling; ancillary equipment; and splicing between the nearest splice vault or pull box and the traffic signal cabinet.

H. VISTA IRRIGATION DISTRICT INFORMATION AND CONDITIONS

1. The site is entirely within the Vista Irrigation District.

2. Payment to the Vista Irrigation District for this Water Availability Letter has not been made and will be due when payment for all other processing fees are made.

3. All Grading and Improvement plans are required to be submitted to District for review and approval, including all City/County conditioned offsite improvements that are required in proximity to existing waterlines. All offsite improvements must be disclosed to the District and may require waterline replacement or relocation due to resulting encroachments.

4. One or more of the following requirements apply in order for the District to supply water to this project:
a. A public water line extension
b. Installation of a reduced pressure detector assembly (RPDA) to serve your private system
c. Installation of water facilities off existing District water line(s) d. All lots being created must be adjacent to a public water main and served through individual water meters(s) and/or RPDA(s)

5. A Specific Easement (ref. Vista Irrigation District Standard Drawing 5-1) will be required for any public water facilities installed on private property.

6. District Blanket Easement No. B8 encumbers the property.

7. Pursuant to Water Code Section 537 et seq. (or subsequent California Building Standards Code updates conforming to Section 537), all newly constructed multiunit residential and newly constructed mixed-use residential and commercial structures, for which an application for water service is submitted after January 1, 2018, are required to measure the quantity of water supplied to each individual residential dwelling unit as a condition of new water service (District Rules and Regulations Section 3.12.3.J Meter Rules). The owner of the structure shall be responsible for installing and reading sub-meters and complying with all applicable laws and regulations.

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8. Service is being provided via existing 1-inch water meter (Acct 7298-0115).

Additional meters or water facilities will be needed.

9. This project is subject to payment of the District's Capacity Fee as well as the San Diego County Water Authority's Capacity Charge at the time application is made for water service.

10. In order to provide fire protection reliability and minimize water quality concerns, this project may require more than one connection to the District's system in order to create a loop.

11. The Water Supply Study completed December 27, 2021 determines available domestic service pressures, fire flow availability, on-site and/or off-site system improvements required to serve the project.

12. When the required fire flow amount and fire hydrant locations are known, the developer and his engineer must meet with District staff to discuss water service to the site.

13. The District's water system design criteria requires that a minimum residual pressure of 40 psi during peak hour conditions be provided at each water meter required for the project. Additionally, required fire flows for the project must maintain a minimum of 20 psi during maximum day conditions. The District has 6-inch size waterline in W. Indian Rock Road and a 10-inch size waterline in N. Santa Fe Avenue with a maximum hydraulic gradient of 565 feet. The owner should contact the Fire Agency having jurisdiction over this project to obtain fire flow requirements and fire control facilities needed to serve the project and inform the District to determine if a fire flow analysis is necessary.

I. VISTA UNIFIED SCHOOL DISTRICT INFORMATION AND CONDITIONS The applicant must mitigate the impact of this development before a building permit is issued. Fees may be paid at the Vista Unified School District Office, 1222 Arcadia Avenue, Vista, California, 92084 between the hours of:

Monday through Thursday 9 a.m. to 1 p.m.

Monday through Thursday 1 p.m. to 4 p.m. by appointment only Fridays 9 a.m. to 4 p.m. by appointment only
Appointments can be made bV telephone at 760-726-2170 ext. 2893 or 2820.

J. SHERIFF's DEPARTMENT
The following requirements must be met to satisfy Sheriff's Department concerns regarding the proposed development to implement crime prevention techniques and reduce future calls for service at this location: 1304 N. Santa Fe, in the City of Vista, CA.

1. Current contact information for the property Manager and owner shall be kept P22-0181exa 13
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on file within the community development and with the Sheriff's Department.

2. Street address numbers to be 12" minimum size, in a contrasting color from the background, mounted on the buildings so as to be easily visible from the street, and lit at night.

3. Front residential entry doors and storage room doors shall be steel-clad or solid wood construction. There shall be no glass within 40 inches of deadbolt installed at the front door. Each exterior hinged door shall be equipped with a single cylinder deadbolt with a 1" throw and heavy duty 4" strike plate using 3" screws.

4. Front entry doors shall be equipped with a 180-degree door viewer.

5. Each tenant must have a month to month lease agreement or longer.

6. Design public amenities to discourage misuse, e.g., shape benches to be comfortable for sitting but not for sleeping. Where possible, use vandal- resistant materials, e.g., perforated or wire to discourage graffiti.

7. Use graffiti-resistant paint or anti-graffiti coatings on walls, benches, light poles, signs, etc.

8. Use open or see-through structures for patios.

9. Locate common mailboxes in well lit, secure area.

10. Use " see-through" fences (e.g., vertical-design wrought iron or welded mesh) instead of solid walls or hedges for boundaries where privacy or environmental noise mitigation is not needed.

11. Landscaping shall be of the type and situated in locations so as to maximize observation, while providing the desired degree of aesthetics. Minimize the use of plantings with foliage or screening between 30 inches and 8 feet above grade.

12. Luminaires shall have vandal resistant fixtures, if accessible, or be not less than eight (8) feet in height from ground level.

13. Install sufficient illumination throughout project, especially in parking areas, and replace burned out lights promptly. LED lighting is mandatory throughout the project.

K. PLANNING INFORMATION AND CONDITIONS

1. Building plans, architectural elevations, floor plans, building colors and materials shall conform to Exhibit "B" and material sample boards submitted by the applicant to the City and on file in the Planning Division.

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2. All subsequent development permits, including but not limited to building and grading, shall be in compliance with the site plan, floor plan(s) and elevations in Exhibit "B". All contemplated changes must be submitted and approved by the Planning Division prior to construction. Any changes not authorized by appropriate Site Development Plan amendment may be cause to withhold occupancy until the matter is rectified.

3. Any proposed fence or wall details and materials shall be submitted for review and approval by the City Planner. No razor wire, barbwire or chain link fencing is allowed. The use of unfinished CMU as a wall material is not permitted.

4. Street Name, Numbers and Warning Signs:
a. Building addresses shall be assigned by the Planning Division. b. The applicant shall cause to be installed in all public and private rights of way, at his/her expense, street signs and City standard warning signs, including stop signs, as required by the Traffic Engineer, to ensure the safety of the public. Street name signs shall be of the type approved by the Traffic Engineer. The placement of all signs shall be shown on the approved street improvement plans. Public street name signs shall be green with white letters and private street name signs shall be blue with white letters.

5. Prior to final Site Development Plan signature by the Planning Division, a Notice of Land Use Restriction in a form approved by the City Planner and City Attorney, shall be recorded. It shall set forth the terms of these Conditions of Approval.

Parking

6. The project shall provide a total of 61 onsite parking spaces, which includes handicap parking spaces, guest spaces, and commercial spaces, consistent with Exhibit "B." The internal dimensions of standard parking stalls shall be no less than 9 feet in width by 19 feet in depth.

7. Parking spaces shall be marked using two four-inch stripes separated by ten inches inside dimension and joined by a semi-circular arc at the incoming end so as to form an elongated "U", with all markings to be continuous. A detail must be provided on the final Site Plan.

8. A parking management plan shall be submitted and approved by the City Planner prior to occupancy of any building.

Landscaping
Special condition:

9. A mix of shrubs and ground covers shall be designed along the north P22-0181exa 15
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property line and Teelin Avenue as required to fill in planting areas located between trees (Brisbane Box / Tristania conferta) and screening shrubs (Fern Pine / Podocarpus gracilior).

Standard conditions:

10. Except where noted above, the construction drawings shall be consistent with the conceptual plans and shall contain complete planting and irrigation plans, details & specifications to meet the requirements of the City of Vista's Water Efficient Landscaping Ordinance (Chapter 18.56) and The City of Vista's Landscape Manual.

11. All areas that are graded or disturbed as a result of the project must be re- landscaped to the requirements of the City of Vista's Water Efficient Landscaping Ordinance (Chapter 18.56) and the City of Vista's Landscape Manual.

12. Following grading put prior to the commencement of the irrigation system's installation, a soils management report must be submitted to the City for review and approval. It shall contain the following: An analysis of the soil for the proposed landscape area of the project including soil texture, soil infiltration rate, pH, total soluble salts, plant sodium, percent organic matter, horticultural suitability, and recommendations for soil amendments and mulch that may be necessary to provide for healthy plant survival and growth.

13. The project Landscape Architect shall supervise the installation to insure that the work is installed per the plans approved by the City. This shall include an observation of the irrigation system of all points of connection (prior to backfill), backflow protection devices, mainlines, electrical connections, automatic controllers, control valves, as well as all soil amendments, root barriers, existing and proposed plantings, tree staking and mulch. The completed irrigation system must be tested to verify adequate coverage and that no overspray or runoff is occurring.

14. Prior to the request of the applicant for review and approval by the City of the project's completion, provide an irrigation schedule showing the time period when irrigation will be scheduled and confirm that no overhead irrigation shall be used between the hours of 10:00 a.m. and 8:00 p.m. and also in compliance with current Vista Irrigation District's limitations.

15. Prior to the request of the applicant for review and approval by the City of the project's completion, identify the entity who will be responsible for maintenance and provide a landscape and irrigation maintenance schedule to include the following:
a. Adjustments and repair of the irrigation system to prevent runoff and erosion and to detect irrigation system failure;
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b. Replacement of dead, dying and diseased vegetation; c. Eradication of invasive species;
d. Addition of soil amendments when necessary to support and maintain healthy plant growth;
e. Replenishment of wood bark mulch until full coverage of planting is achieved;
f. Fertilizing, pruning, weeding and maintaining turf areas; and g. Maintenance to avoid obstruction of motorists' view.

16. The submission by the project landscape architect's Certificate of Completion shall serve as a formal request for final observation by the City. The Certificate of Completion shall include:
a. Conformance with the approved plans and specifications with any deviations noted;
b. An updated irrigation schedule;
c. Irrigation and maintenance schedule, and
d. Soils management report.

17. The City's inspection shall include, but not be limited to conformance with the approved irrigation and planting plans. Tentative approval shall be granted when the City is satisfied that the installation of the landscaping and irrigation system has been satisfactorily installed per the approved plans.

18. Final approval of landscape installation shall require an additional field observation of the landscaping and irrigation system by the City no sooner than one year from the date of tentative approval. Prior to the request for final approval, the owner is required to obtain an irrigation audit report prepared by a certified landscape irrigation auditor, certifying satisfactory testing for the following: distribution uniformity, over spray and runoff control, and that water use does not exceed the MAWA once landscaping has been established. This report must be submitted prior to the requested final inspection by the City.

19. All plantings shall be maintained in a healthy and thriving condition and relatively weed free. All plants which fail to thrive because of disease, damage, accident or other cause shall be immediately replaced with a plant of the same species and size as originally approved. At the discretion of the City planner, replacement of any plant materials that have been improperly P22-0181exa 17
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maintained shall be required at a size equal to the size of the plant had it been properly cared for.

20. All trees shall be maintained in a manner that retains the natural form of the species. Topping and aggressive pruning will not be allowed.

21. Where applicable, all screening shrubs shall be maintained at a height that effectively screens the area that they were planted to obscure (ex: walls, parking areas, trash enclosures, loading areas).

22. Slopes with grades 4:1 or steeper shall be planted and irrigated. Reinforced straw matting shall be provided.

23. Provide root barriers for all street trees located within six feet of hardscape and underground utilities. Root barriers shall be a minimum of 10 feet long and 24 inches deep.

Signage

24. Prior to building final, the applicant shall submit a Comprehensive Sign Program (CSP) for all project identification and directional signs. The CSP shall conform to all requirements of Development Code Chapter 18.52, subject to approval of the City Planner.

Mechanical Screening

25. All above ground mechanical equipment for utilities shall be completely screened from public view. At a minimum, equipment boxes shall be painted with a neutral color and screened with landscaping compatible with adjacent landscaped areas. The equipment's owner and the City Planner shall approve all screening designs prior to permitting.

Lighting

26. A photometric lighting plan shall be submitted and reviewed for any outdoor lighting prior to issuance of any grading permit. A minimum light level of one foot candle is required on all driveways, parking areas and pedestrian walkways. Manufacturers cut sheets shall be submitted for all exterior lights including wall packs. The project will be required to meet all of the applicable requirements in Section 18.58.260 - Outdoor Lighting Facilities and/or Fixture in the City's Development Code.

Development Service Fees

27. The proposed project will require development fees to be paid at the time of building permit issuance. Please check with the Development Services Division for the current City fee schedule.

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Standard Environmental Conditions (27-39)

28. During grading activities, the on-site construction superintendent shall ensure implementation of standard best management practices (BMPs) to reduce the emission of fugitive dust, including but not limited to the following actions:
a. Water any exposed soil areas a minimum of twice per day, or as allowed under any imposed drought restrictions. On windy days or when fugitive dust can be observed leaving the construction site, additional water will be applied at a frequency to be determined by the on-site construction superintendent.
b. Graded areas on slopes will provide temporary hydroseeding and irrigation of cleared vegetation and graded slopes as soon as possible following grading activities in areas that will remain in disturbed condition (but will not be subject to further construction activities) for a period greater than three months during the construction phase. c. Pave or periodically water all on-site access points or apply chemical stabilizer to construction sites.
d. Securely cover all transported material to prevent fugitive dust. e. Operate all vehicles on the construction site at speeds less than 15 miles per hour.
f. Cover all stockpiles that will not be utilized within three days with plastic or equivalent material, to be determined by the on-site construction superintendent, or spray them with a non-toxic chemical stabilizer.

29. The following actions shall be implemented throughout construction to minimize emissions of 03 precursors (NOx and VOCs):
a. Turn off all diesel-powered vehicles and gasoline-powered equipment when not in use for more than five minutes.
b. Use electric or natural gas-powered construction equipment in lieu of gasoline or diesel-powered engines, where feasible.
c. Require 10 percent of construction fleet to use any combination of diesel catalytic converters, diesel oxidation catalysts, diesel particulate filters, and/or CARB-certified Tier III equipment or better.
d. Support and encourage ridesharing and transit incentives for the construction crew.

30. The following measures would ensure that architectural coatings comply with SDAPCD Rule 67:
a. Use pre-coated/natural colored building materials.

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b. Use water-based or low VOC coatings with a VOC content of 100 grams per liter or less.
c. Use spray equipment with high transfer efficiency, such as the electrostatic spray gun method or apply coatings using manual tools, such as paintbrushes, hand rollers, trowels, spatulas, daubers, rags, or sponges.

31. Prior to the issuance of building permits, the applicant and/or contractor shall demonstrate that the project shall exceed the requirements of Title 24 of the California Energy Efficiency Standards for Residential and/or Non-residential Buildings. These requirements shall be incorporated into the project to reduce indirect emissions from energy use in the project area, including 03 precursors.

32. Cultural resource monitoring shall be conducted on the site to provide for the identification, evaluation, treatment, and protection of any cultural resources that are affected by or may be discovered during the construction of the proposed project. The monitoring shall consist of the full-time presence of a Qualified Archaeologist and a TCA (traditionally and culturally affiliated) Native American Monitor for, but not limited to, any clearing or grubbing of vegetation, tree removal, demolition and/or removal of remnant foundations, pavements, abandonment and/or installation of infrastructure; grading or any other ground disturbing or altering activities, including the placement of any imported fill materials (note: all fill materials shall be absent of any and all cultural resources); and related road improvements, including, but not limited to, the installation of infrastructure, and the realignments and/or expansions to South (S.) Santa Fe Avenue and/or Mercantile Street. Other tasks of the monitoring program shall include the following:
a. The requirement for cultural resource monitoring shall be noted on all applicable construction documents, including demolition plans, grading plans, etc.
b. The Qualified Archaeologist and TCA Native American Monitor shall attend all applicable pre-construction meetings with the Contractor and/or associated Subcontractors to present the archaeological monitoring program.
c. The Qualified Archaeologist shall maintain ongoing collaborative consultation with the TCA Native American Monitor during all ground disturbing or altering activities, as identified above. The Applicant, and/or Owner, and/or Grading Contractor shall notify the Director of Community Development, preferably through e-mail, of the start and end of all ground-disturbing activities.
d. The Qualified Archaeologist and/or TCA Native American Monitor may halt ground-disturbing activities if archaeological artifact deposits or P22-0181exa 20
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cultural features are discovered. In general, ground-disturbing activities shall be directed away from these deposits for a short time to allow a determination of potential significance, the subject of which shall be determined by the Qualified Archaeologist and the TCA Native American Monitor, in consultation with the San Luis Rey Band. Ground disturbing activities shall not resume until the Qualified Archaeologist, in consultation with the TCA Native American Monitor, deems the cultural resource or feature has been appropriately documented and/or protected.

At the Qualified Archaeologist's discretion, the location of ground disturbing activities may be relocated elsewhere on the project site to avoid further disturbance of cultural resources.
e. The avoidance and protection of discovered unknown and significant cultural resources and/or unique archaeological resources is the preferable procedure for the proposed project. If avoidance is not feasible, a Data Recovery Plan may be authorized by the City as the Lead Agency under CEQA. If data recovery is required, then the San Luis Rey Band shall be notified and consulted in drafting and finalizing any such recovery plan.

33. Prior to the issuance of a Grading Permit, and subject to approval of terms by the City, the Applicant, and/or Owner, and/or Contractor shall enter into a Pre-Excavation Agreement with the San Luis Rey Band, a TCA tribe. A copy of the agreement shall be included in the Grading Plan Submittals for the Grading Permit. The purpose of this agreement shall be to formalize protocols and procedures between the Applicant, and/or Owner, and/or Contractor, and the San Luis Rey Band for the protection and treatment of, including but not limited to, Native American human remains, funerary objects, cultural and religious landscapes, ceremonial items, traditional gathering areas and cultural items, located and/or discovered through a monitoring program in conjunction with the construction of the proposed project, including additional archaeological surveys and/or studies, excavations, geotechnical investigations, off-site infrastructure installation, grading, and all other ground disturbing activities.

34. Prior to the release of the Grading Bond, a Monitoring Report and/or Evaluation Report, which describes the results, analysis and conclusions of the cultural resource monitoring efforts (such as, but not limited to, the Research Design and Data Recovery Program) shall be submitted by the Qualified Archaeologist, along with the TCA Native American Monitor's notes and comments, to the City's Director of Community Development for review and approval.

35. All cultural materials that are associated with burial and/or funerary goods will be repatriated to the Most Likely Descendant as determined by the Native American Heritage Commission per California Public Resources Code Section 5097.98.

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36. Recovered cultural material of historic significance shall be curated with accompanying catalog, photographs, and reports to a San Diego curation facility that meets federal standards per 36 CFR Part 79. Recovered cultural material of tribal cultural significance shall be repatriated as stipulated in the pre-excavation agreement as described above.

37. As specified by California Health and Safety Code Section 7050.5, if human remains are found on the project site during construction or during archaeological work, the person responsible for the excavation, or his or her authorized representative, shall immediately notify the San Diego County Coroner's office by telephone. No further excavation or disturbance of the discovery or any nearby area reasonably suspected to overlie adjacent remains (as determined by the Qualified Archaeologist and/or the TCA Native American Monitor) shall occur until the Coroner has made the necessary findings as to origin and disposition pursuant to Public Resources Code 5097.98. If such a discovery occurs, a temporary construction exclusion zone shall be established surrounding the area of the discovery so that the area would be protected (as determined by the Qualified Archaeologist and/or the TCA Native American Monitor), and consultation and treatment could occur as prescribed by law. As further defined by State law, the Coroner would determine within two working days of being notified if the remains are subject to his or her authority. If the Coroner recognizes the remains to be Native American, he or she shall contact the Native American Heritage Commission (NAHC) within 24 hours. The NAHC would make a determination as to the Most Likely Descendent. If Native American remains are discovered, the remains shall be kept "in situ" (in place), or in a secure location in close proximity to where they were found, and the analysis of the remains shall only occur on-site in the presence of the TCA Native American Monitor.

38. The project applicant and/or owner shall provide literature in the sales or leasing center with information on what materials may be considered hazardous, and the proper disposal of household hazardous materials. The literature should include the address for the City's Household Hazardous Waste Collection Facility located at 1145 East Taylor Street. Additionally, any refuse storage areas shall include signage listing common hazardous materials and information on proper disposal, including the address for the City's Household Hazardous Waste Collection Facility.

39. Equipment storage, fueling, and staging areas shall be located either off-site or on-site, in an area with minimal risks of direct drainage into the City's storm drain system. These designated areas shall be located in such a manner as to prevent any runoff from entering the storm drain system. All necessary precautions shall be taken to prevent the release of cement or other toxic substances into the storm drain system and downstream surface waters. All project related spills of hazardous materials shall be reported to P22-0181exa 22
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appropriate entities including, but not limited to, the City of Vista, County of San Diego, USFWS, CDFW, RWQCB, and shall be cleaned up immediately and contaminated soils removed to approved disposal areas.

40. The project is required to comply with the City's Municipal Code Title 8 Health and Safety, under Chapter 8.32 Noise Control, which addresses construction noise through the adoption of the County of San Diego's noise regulations. County Code Sections 36.408 and 36.409 restricts the operation of construction equipment between 7:00 p.m. and 7:00 a.m. on Sundays and holidays, and except for emergency work, operating construction equipment that exceeds an average level of 75 decibels for an eight-hour period, between the hours of 7:00 a.m. and 7:00 p.m. measured at the property line.

The construction contractor shall implement the following measures to minimize short-term noise levels caused by construction activities. Measures to reduce construction/demolition noise shall be included in contractor plans and specifications submitted for review prior to receiving a Grading and/or Demolition Permit, and shall include, but not be limited to, the following:
a. Properly outfit and maintain construction equipment with manufacturer- recommended noise-reduction devices to minimize construction- generated noise.
b. Operate all diesel equipment with closed engine doors and equip with factory recommended mufflers.
c. Use electrical power to operate air compressors and similar power tools, if possible.
d. The noise level requirement would apply to the equipment on the job or related to the job, including but not limited to trucks, transit mixer, or transient equipment that may or may not be owned by the contractor. e. Select quieter alternate equipment for a particular task if feasible (e.g. use a backhoe instead of an excavator; choose a generator specially designed for quiet operation over a standard model, etc.). f. Prohibit idling engines, particularly near sensitive receivers (e.g., homes, schools, hospitals, libraries, etc.)
g. Conduct noisy operations off-site if possible (e.g. rock crushing). h. Maintain equipment in good operational condition to minimize noise emissions; lubricate moving parts to eliminate squealing and reduce engine load, tighten cabinet panels to stop vibration, maintain noise- control features such as exhaust mufflers and vibration dampers.

P22-0181exa 23
02/28/2023 PH 1 30 of 90

i. Locate staging and maintenance areas away from sensitive receivers; perform equipment maintenance off-site if feasible.
j. The grading/demolition or general contractor shall designate a "construction liaison" that will be responsible for responding to any local complaints about construction noise. A telephone number for the liaison shall be conspicuously posted at the construction site. The liaison will determine the cause of the noise complaints (e.g., starting too early, bad muffler, etc.) and institute reasonable measures to correct the problem. If a resolution is not found, the contractor shall hire and retain a Qualified Noise Consultant to conduct noise monitoring for the activity that is the source of the complaint. The Qualified Noise Consultant shall document any construction noise violations (including all measurements and calculation data), the measures selected by the contractor to reduce noise levels to the maximum extent feasible, and verification that the selected measure(s) were implemented and whether they were successful or not. A copy shall be sent to the City Planner and City Engineer for their respective files.
k. At least one week prior to the start of demolition and/or grading/excavation activities, the grading/demolition or general contractor shall notify all adjacent residential property owners (or other noise sensitive land uses) that are located within 50 feet of the property line of the construction of the anticipated start of construction. The notification shall describe the activities anticipated, provide dates and hours, and provide contact information of the construction liaison, with a description of a noise complaint and response procedure.

Phasing of Site Development Plan/Special Use Permit

41. This project may not be phased and must be constructed as per Exhibit "B".

Expiration of Site Development Plan/Special Use Permit

42. This Site Development Plan shall expire at 11:59 p.m. on the first anniversary of the date of adoption of this Resolution unless a building permit is issued.

43. Two one-year extensions may be granted by the City Planner.

44. All construction shall be completed by the second anniversary of the date of adoption of this resolution.

Indemnification

45. By accepting the permit or approval, applicant agrees to accept responsibility for defending against any third party challenge to the grant of this permit or approval. Except as otherwise provided by state or federal law, the applicant shall defend, indemnify and hold the City harmless from any costs, claims, P22-0181exa 24
02/28/2023 PH 1 31 of 90

penalties, fines, judgments, or liabilities arising from the approval, including without limitation, any award or attorney's fees that might result from the third party challenge. Upon the occurrence of a challenge, or prior to a challenge, the City may require the applicant to execute an indemnity agreement and provide such security as the City may reasonably require.

46. For the purposes of this indemnity, the term "City" shall include the City of Vista, its officers, officials, employees, agents and representatives. For the purposes of this section, the term "challenge" means any legal or administrative action to dispute, contest, attach, set aside, limit, or modify the approval, project conditions, or any act upon which the approval is based, including any action alleging a failure to comply with the California Environmental Quality Act or other laws.

47. For this permit or approval to become effective, the applicant must, within thirty business days of the grant of this permit or approval, execute a form accepting the permit or approval with all conditions. Upon executing the form, the applicant may not challenge the imposition of any condition, except as otherwise provided by law.

P22-0181exa 25
02/28/2023 PH 1 32 of 90

P22 mO 181

DEVELOPERS
■ ■ DESIGNERS

ARCHITECTS

BUILDERS LOCAJ
Site Development Permit INVESTORS 710 13th Street,Suite 307
San Diego,CA 92101
P:(619)535-0537
1304 N Santa Fe Ave wm amh itectiocaI corn Vista , CA 92083
VICINITY MAP OWNER PROJECT DESCRIPTION DRAWING INDEX G1 COVER SHEET

ARCHITECTURAL PLANS
DK Santa Fe, LLC. TWO MULTIFAMILY RESIDENTIAL BUILDINGS CONSISTING OF 4 Al SITE PLAN 10625 SCRIPPS RANCH BLVD, STE F FLOORS EACH WITH A COMMUNITY ROOM, COMMUNITY OPEN A2 FLOOR PLANS - LEVELS 1 &2 DK SANTA FE, LLC SAN ❑IEGO, CA 92131 SPACE, AND PARKING LOT. A3 FLOOR PLANS - LEVELS 3 &4 10625 SCR PPS RANCH BLVD,STE F (888) 954-7326 A4 ROOF PLAN SAN D EGO,CA 92131 A5 EXTERIOR ELEVATIONS-BUILDING'A'
(888)954-7326
A6 EXTERIOR ELEVATIONS-BUILDING'B'
A7 SITE SECTIONS
A7.1 STREET SECTIONS
APPLICANT 1 DEVELOPER PROJECT INFORMATION AS 3DRENDERINGS A9 3D RENDERINGS

LANDSCAPE PLANS
L1 CONCEPTUAL LANDSCAPE PLAN
KIRE BUILDERS ADDRESS: 1304 NORTH SANTA FE AVE, VISTA, CA 92083 L2 PLANTING PLAN L3 WATER CONSERVATION PLAN
STEPHAN GASPAR APN. 161-251-30-00 LIGHTING PLANS GROSS LOT AREA: 1.294 ACRES E001 ELEC. SYMBOLS, LEGENDS AND NOTES 10625 SCRIPPS RANCH BLVD, STE F E001A ELEC. SYMBOLS, LEGENDS AND NOTES SAN ❑IEGO, CA 92131 NET LOT AREA: 0.875 ACRES E002 TITLE 24 FORMS
E003 TITLE 24 FORMS
TEL: (888) 954-7326 x 4 LEGAL DESCRIPTION: SEC 13-11-4W*POR* E110 LIGHTING PLAN E111 LIGHTING PLAN
AREA (PROPOSED): 47,781 SF E210 GENERAL LIGHTING PHOTOMETRIC PLAN PARKING (PROPOSED): 61 SPACES E211 GENERAL LIGHTING PHOTOMETRIC PLAN E220 EMERGENCY LIGHTING PHOTOMETRIC PLAN
UNITS (PROPOSED): 36 RESIDENTIAL UNITS E221 EMERGENCY LIGHTING PHOTOMETRIC PLAN CONSTRUCTION TYPE: V-A SPRINKLERED GRADING PLANS 1 TITLE SHEET
ELEVATOR: DOES NOT HAVE ELEVATOR 2 PRELIMINARY SITE 1 GRADING PLAN 3 SITE SECTIONS 1304 NORTH SANTA FE OCCUPANCY: RESIDENTIAL R-21 COMMUNITY A-3 4 SLOPE ANALYSIS VISTA, CA 92083 5 PRELIMINARY BMP PLAN
6 PRELIMINARY BMP PLAN
PROJECT NOTES CONSULTANTS ZONING DATA r
1 . PROJECT SHALL COMPLY WITH CALIFORNIA ARCHITECT CIVIL ENGINEER & SURVEYOR ZONE. M- -U 40 (MIXED USE 40 UNITS PER ACRE) 1 cn
BUILDING CODE 2019 CHAPTER 11A HOUSING N. SANTA FE OVERLAY * NO-C x ACCESSIBILITY REQUIREMENTS. ARCHITECTS LOCAL SB&O INC.

2. PROJECT SHALL COMPLY WITH CBC 1102A.3.1 CONTACT: MATT STOWE CONTACT: STEPHEN OTT MAX. BLDG HEIGHT: 60' OR 4 STORIES MAX.

MULTISTORY APARTMENT OR CONDOMINIUM 710 13TH STREET, STE 307 3990 RUFFIN RD, STE 120 OF cpk'O DWELLINGS IN BUILDINGS WITH NO ELEVATOR. SETBACKS: FRONT: 10,

3. ALL GROUND FLOOR UNITS ARE COVERED SAN ❑IEGO, CA 92101 SAN ❑IEGO, CA 92123 (REQUIRED) REAR: 15' MULTIFAMILY UNITS AND SHALL BE ADAPTABLE SIDE: 10, CBC 1104A.1 TEL: (619) 535-0537 TEL: (858) 560-1141 STREETSIDE: 10' Nd_: ISSUANCEIREVISIdN: DATE-

4. LEASING AREA OF PROJECT SHALL COMPLY EMAIL: EMAIL:
01 SITE DEVELOPMENT PERMIT 22-12-05
WITH CALIFORNIA BUILDING CODE 2019 CHAPTER SETBACKS: FRONT: 10, 11B ACCESSIBILITY TO PUBLIC BUILDINGS, [email protected] [email protected] (PROVIDED) REAR: 54' PUBLIC ACCOMMODATIONS, COMMERCIAL SIDE: 10, BUILDINGS AND PUBLIC HOUSING. LANDSCAPE ARCHITECT ELEC. ENGINEER STREETSIDE: 10'

5. A COPY OF THE SOIL'S REPORT SHALL BE
AVAILABLE ON THE CONSTRUCTION SITE AT ALL IN-SITE LAND ARCH INC. ARB ENGINEERING TIMES. CONTACT: TIM JACHLEWSKI CONTACT: ANDY BALKWELL

6. ALL RETAINING WALLS WILL BE UNDER A
SEPARATE PERMIT. 2907 SHELTER ISLAND DR #105-417 1401 N. EL CAMINO REAL, STE 201 SAN DIEGO, CA 92106 SAN CLEMENTE, CA
TEL: (619) 795-7603 TEL: (949) 280-9743
EMAIL: TIM [email protected] EMAIL:

[email protected]

STRUCTURAL ENGINEER
GOVERNING CODES DO NOT SCALE DRAWINGS.WRITTEN D MENSIONS TBD GOVERN. C] ARCHITECTS LOCAL 2021_ DATE: AL PROJECT NUMBER:
05 DEC. 2022 1-210309
2019 CALIFORNIA BUILDING CODE SCALE: AHJ PORJECT NUMBER- 2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA ELECTRICAL CODE Cover Sheet 2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA GREEN BUILDING STANDARDS
CODE
NFPA 13 STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING
CODE G 1 SHEET 1 OF 30
02/28/2023 PH 1 33 of 90

P22 mO 181
15 � li � (E)ADJI-STORY i DEVELOPERS REQUIRED COMMERCIAL [ .U} DEHIGNER3
REARl`ARD [E]ADJI�TDRY � _ � ARCHITECTS SETBACK RESIDENTIAL „ BUILDERS LOCAJ (1373.0) _----- 1 L1 -L' 50 -0 INVESTORS 373.9 T.W. - REQUIRED J

73.0 F.G. L , (N)DECORATIVE FACE CMLi = FRONTYARD a FOOTING _!N LEND CMU FENCE BEGIN C 373-9 T.W. 371 ar T-W_ 369.7 T.W. 365.3 T_W. 36d.8 T.W. 363.0 T.W- I _$T. 710 13th Street,Suite 307 - RETAINING WALL Wf WHfrE � - - �ggCK (374.4)EXISTING WHITE VINYL FENCE ATOP 36"'F-G- 367:6 F-G_ / 366.5 F.G. VINYL FENCING ATOP 36-6 F.G. _ f 362.4 F.G. 361-8 F.G. C �'-D" ETS fl , San Diego,CA 92101 GRADE RETAINING WALL 368.8 FOOTING ,`366-6 FOOTING 365.5 FOOTING / 'UNDER SEPARATE PERMIT .v FQol1NG PROPERTY LINE 435.12' N89'22'05"W /361 A FOOTING 36 11 FOOTING WALL 361. f REF.PT. •UNDER SEP PERMIT / . � � P:(618)535-0537 REQUI373.9 _W. LANDSCAPI . Fvvvuw arehitectslocal.cam SIDEY3717.8 .G. ] �` [H]LA1�6f APING _s -' _ L�CiF I E; . oI I NG
- -
SETBA 54 'l 6 45 37 6 31 30 ; _ _ 2 _ _ W' I Uj �IR ' go
{ B G S W ii iUj
� � W(N) BEGIN6'CMUFENCE f , N]CURBI I ATOP RETAINING WALL' j ❑7 x p a r _UNDER SEPARATE PERMIT + z r I - - EL •1a ° z W EMENT FOR PUBLIC HIGHWAY.

F 19,1968.II�STRUMENT NO.
2'-2" '-6 -- '--- ----- ------ -- 25% _ i 1968-2ip8dO.R I 22'-0" 9 EQUAL SPAC S @ 9'-D" = 81 '-D" 9 EQUAL SPACES @ 9'-0" = 81 '-0" 6, i 13'-� 1C'-0" 10'-0" 10' a 4 EQUAL •SPACES @ 9'-0" = 3 -0' 5 EQUAL SPACES @ 9'-0' = 5'- W w [N}5 HIGH DECORATIVE • --. f i ..' z �LLL�LLIJ �'- )�•r .a s .^+•' y' .L' ,6 "� 1 ' ''_ .. .•I S • • �' •+• ♦ g a + 1 •+ • '`• ' I (,• 44 I CMU FENCE PER \ Al+ 3.4% N 1 n� • I � 6'-�' � •� rr I 1 � Y 3� Z � r
LANDSCAPE DETAILS �T �• j 1 -Q� 1 '-�" 1 '-0" 1'-a" 1 '-rl" 1'-a" .• N I

2.5�
'UNDER SEPARATE N] 1 -D 1 w Z PERMIT •,�, Ir r " , ,r , ,r r r, , ,r > > r, r " , I rT " :- 1 0 -Q' 9 -0 1 0'-U" 1 U'-Q 9'-0" 10 -0 1? 0 -Q 9 -0 1 0 -0 10 -Q" 9 -Q 9'-0" 10 -Q"' I 1 D'-Di' 9'-Q" 9'-D" 1 Q'-0" 10'-0 9'-0 9'-D" 1 D'-0" 10"-0 ' 1 Q'-C" Z I ® W - �zY
J ki ° 13 14 � I �4'' 1 �: a�mti CA L 1• SW I I ` �M W W Ici ELEC. J 2 K. G .. 2 w I COMMUNITY I ,a W w 152sf r i a l r o J O w ROOMY aE.' Ono ti l
o @ i3 r1 . r1 - 8r 'a, LEASING-41 _ riipa�l Q
f 1 j O OFFICE
rZ r �F-SF= r '.�°. ;�;� x• c� 36zs]FS S 1 10 -Q ~ W 954 SF
1 J REF. REF. RE. REF. •_i•• / J DK SANTA FE, LLC I I I I w!G 0 a � � F.S. 3 ¢ F 31f0. F.F. •+•• I f � �I Q.

IF T 2 / 10625 SCR PPS RANCH BLVD,STE F w J 2"� IP I L - Jr�I L q •• I �= 1361_.11 F.F. t J1 Z 360 1 F-S- / I LLI .1 \\ i3B_71F.F. __ , , "•• t•`4 t1� _ � .11F_F. ELdC RM: SAN D EGO,CA92131 ' , \ ' " `- -- B U I L D I N G V .F. -- 632iF.F •a• ` }L ? - { - V U I L D I N }A' I W� ❑ ---� •7 • / {888]954'-732fi b 1 9 -0 2 4 -0 _ - 385. ' _- __ y W5 00WEWAYAISLE r - - - - l ETCOMMUNITY.' - - A OUTDOOR
EXISTING STREET 4 f 4 - ❑ T ...... ....;'. mPLUMB. •!` a ',. SPACE...L ' - q
�. ILJLL] ln�`.a�} _ _ NAI,IE SIGN f ------ � OVERHANG •'PETAL OVERHr/iG�� ........ ... I � GYERINNG� HL
= 1 61 YEi.LL .:.I 6.� METAL 6-0-J I METAL � L-e'b'- :•PETAL L-- YET.LL O J � � � REQUIRED _[NJ uror SIGN TRENCH IXtAN f ovERHMIG o4ER Lw6 wERNAMs STREETSIDE ^oLERNANG ••' ,, ❑ 'PER MUr R1-1 ( ) I� O / '� � I-� � °�"` N LANDSCAPING srNEETsoerArm
Q SETBACK {IV)LANDS ING i (N)LANDSCAPING sETaACLcuNE UI DING - ---- -- I : :• ' o C7NI . 9EAf]ENG'31GN y.7FS_ l.hF.E_.11.TLNE i.':. -� EASEMENT LINE I ,FtMFDWATER.LnY • 1 y� PER Turco- _ (N}APRON EDGE I I I (E)DRIVEWAY APRON ] - P ANTER EXISTING w1 AA I / I N SIDEWALK EDGE r' 4 ,• SIDEWALK DGE I /` E [NJ SIDEWALK EDGE I i I I [ TO BE REMOVED __ __ _ -- _ / APP33PRIA-1 D---PARTM ENT . +" , ' 4 E6518LE: • 'EXI3TMIf3fil 4 . i, I ! .- S •r. 1 ~ .4 / ..r�-- WY• ' aY (]SIDE1t11ALk`�DCTE• LAG�ESSIB - - --- _1 � _YAPRON-- - - ----L-�ar�- -- - - - ---tnEWALJi -- - --_ �.- --- -- -- --- ---- + •• • i • • •tea hPA . , - -� •-T /- , a r' ' TV tlt►f�^^YvFD•* ' • ���T +\,PR�}I.�^ t i� -rC� y « J-r ���: -- -r s•` L7r ,+s�. � �'.-�-� . •s .. -I-{_s��� - - THr a a �. . .! 17PROf+E •a! •a- r i S L•f. ' .'' r �. .. •f _
• +EASEME#F FOR ROAD& - -- - - ---- -- - -f ---

65.6 T_C.; 365.0 F-S- 62.5 F-S- PUBLIC UTILITIES,MAR 21, 1, 36i1.4 F_5. I \ (N]CURB (N)B\IP TREE (N)CURB 3662T.C. (N)CURB ",-Cr• CURB p, WELL J 359-4 F.S.

IW-BOOK 1659.PAGE51
22,-9" 139'-0 o-R �+ 29 -8 " -i" 358.85T-C-7

11.4 1 r - - - - - - - - - - - - - - - - - - II _ - - - - - - - _ _ - -` .- - - - � -. .
- - J 1...''.. SDG&E PUBLIC UTILITIES I

EASEMENT
- - - - -__ - -- J - -~ - - �_ - - - _- - _ _ - - - - - \ - - - - - PRtPERTY LINE 435.20' N89°19'22'VV - - - - - - - - - - - - - - - - - - - - - - - - � W. INDIAN ROCK ROAD

SITE PLAN
1394 NORTH SANTA FE
VISTA, CA 92083
Proposed Square Footage
Building A BuildingB LEGEND-
Unit 1st Floor 2nd Floor Size Balcony 1st Floor 2nd Floor Size Balcony Type (Sf) (so (sf) (0) Unit Type (sf) (sf) (so (sf) PROPERTY LINE f EASEMENT LINE A-1 1-Bsd 46 First Floor 845 0 B-1I 1-Bed 4irs Floor 68 - 776 0 - ' ' - V4. SE p ARC >� REQUIRED SETBACK �► A-2 Studio 643 0 B-2 Studio 629 0 y���� ���C" A-3 Studio 600 0 B-3 Studio 629 o PARKING CALCULATIONS N��°`" - ~---- ►- o A-4 2-Bed 923 0 B-4 Studio 466 0 * C" No-C PARKING REQ.COUNT CALCS&TOTAL
Community Room 954 - Mai llUtilities/Common 306 PARKING-REQUIRED FOR STUDIOS 1 PER DU 14"1 = 14 SPACES * r o - 1 `� Bike Rpprn 95 - Stair 1 125 PARKING- REQUIRED FOR 1-BED 1 PER DU 6"1 =6 SPACES 1 ® �' Aed 3 UtilitieslCommon 704 - Stair 125 � - __ ��� �? ��04� PARKING- REQUIRED FOR 2-BED 2 PER DU 16 2=32 SPACES w OF CA\-1 Stair 1 125 - Covered Parking 2451 TOTAL ASSIGNED PARKING 52 SPACES Stair 2 125 - - ;•`I --t' TOTAL GUEST PARKING .25 PER DU 36* 25=9 SPACES ' --- Covered Parking 2230 -
PARKING-TOTAL REQUIRED 61 SPACES I I I I � � •-;, _- _ First Floor Total SF 16$$5 0 First Floor Total 5F 5199 0 PARKING-TOTAL PROVIDED 52 +9 = 61 SPACES - �- Second Floor Second Floor " 6 "' ' Y '1 1 NO_: ISSUANCEIREVISION: DATE- REQUIRED ACCESSIBLE PARKING 27a OF 52 SPACES x 2Ifl = 1.04 f =. - A-1 1-eed 379 832 32 B-1 1-Bed - 308 775 48 r°T E '4 CALCULATIONS ASSIGNED SPACES= ROUNDS UP TO 2 01 SITE DEVELOPMENT PERMIT 22-12-05 A-5 Studio 599 43 B-5 Studio 623 40 CBC 1109.A•3 PARKING °�, $ * '•, A-6 Studio 615 89.5 B-6 Studio 615 89.5 5% OF 9 SPACES x 5% =-45 SPACE _ ��` _e A-7 Studio 601 97.5 B-7 Studio 601 97.5 UNASSIGNED ROUNDS UP TO 1 a �IN > - . r r .RMi • sue: ,•--'- 'l A-8 Studio 601 97-5 B-8 Studio 615 97.5 PARKING " _ 11 ---- '� e�S.7L'm�z Cr->- Friar wins •, A-9 Studio 601 97.5 B-9 2-Bed 1020 80 TOTAL REQUIRED ACCESSIBLE (2)ASSIGNED +(1) UNASSIGNED = a tn�nnrewa = A-10 2-Bed 1041 61 Lltilit1e51Common 815.5 - PARKING 3 ACCESSIBLE PARKING SPACES O�'�s'd♦gw Ca' - GCv A. � W7a am aad �.rcr- eeax
A-11 1-Bed 713 95 Stair 1 125 - PROVIDED ACCESSIBLE PARKING .3 ACCESSIBLE PARKING SPACES UtilitieslCommon 956 - Stair 125 - ��a \ 8� ,, e,eL•w Stairs 125 - PROPERTY INFORMATION yell Stair 2 125 - - ---- ® 1�, Second Floor Total SF 6969 613 Second Floor Total SF 5300 452.5 BREAKDOWN OF USES '` > 3rd Floor 4th Floor 3rd 4th Floor USE TYPE AREA ; (sf) (5f) Floor(sf) (sf) RESIDENTIAL-MULTI-FAMILY GROSS ACREAGE = 1.294 ACRES (56,366.64 SF) Third and Fourth Floor Third and Fourth Floor GENERAL PLAN MIXED USE (MU) VICINITY MAP A-12 2-Bed 506 544 1050 110 B-10 1-Bed 485 297 782 223 DESIGNATION(CURRENT& FUTURE) A-13 2-Bed 440 580 1020 107.5 B-11 1-Bed 435 354 789 217 ZONING MIXED USE,40 DU/ACRE(MU-40) A-14 2-Bed 602 534 1136 213-5 B-12 2-Bed 569 534 1103 213.5 DESIGNATION(CURRENT& FUTURE) A-15 2-Bed 590 534 1124 213.5 B-13 2-Bed 569 534 1103 213.5 LEGAL DESCRIPTION SEC 13-11-4W"POR' A-16 2-Bed 590 534 1124 213.5 B-14 2-Bed 569 534 1103 197.5 A-17 2-Bed 590 534 1124 197.5 8-15 2-Bed 428 585 1013 111 PROPOSED DENSITY CALCULATION DO NOT SCALE DRAWINGS.WRITTEN D MENSIONS GROSS DENSITY: (36 UNITS 11.294 ACRES=27.82 DUTACRE) GOVERN. ffi ARCHITECTS LOCAL 2D21- A-19 2-Bed 438 560 1998 122 B-16 Com 505 543 1617 105 40 DU/ACRE (ALLOWABLE) ALLOWABLE AREA ANALYSIS DATE: AL PROJECT NUMBER:

A-19 2-Bed 438 5$0 998 54 UtilitieslCommon 1617 - A-20 1-Bed 563 507 1070 271 Stair 1 (Fl 3 + FI 4) 250 - PROPOSED ALLOWABLE AREA(CBC 506.2) 05 DEC. 2022 1-210309 UtilitieslCommon 1650.5 - Stair (FI 3) 125 - MUNICIPAL CODE COMPLIANCE BUILDING-A SCALE: AHJ PORJECT NUMBER- Stair 1 (FI 3) 125 - Third Floor Total SF 5300 508 GROUND FLOOR 6,954 SF 1116" = 1'-D" Stair 2(FI 3) 125 - Fourth Floor Total SF 4913 886 REQUIRED OR ALLOWABLE PROPOSED f PROVIDED Third Floor Total SF 6900 645 Total Size - BuildingB 20712 1846.5 BUILDING HEIGHT 60'-0" 52'-7R SECOND FLOOR 6,874 SF Fourth Floor Total SF 6335 857-5 DENSITY 40 UNITS I ACRE 36 UNITS!1.294 ACRE THIRD FLOOR 6,360 SF Site Plan Total Size- Buiding A 27069 2115.5 FOURTH FLOOR 5,643 SF SETBACKS N Total Balconies- BuildingA& B 3962 sf
Total Size - Building A& B 47781 Sf -FRONT (East) 10'-0" 10'-0" TOTAL 25,831 SF 36,000 SF -STREETSIDE(South) 10'-0" 10'-0" BUILDING- B -SIDE(North) 10'-0" 10'-0" GROUND FLOOR 5,200 SF -REAR(West) 15'-0" 54'-0" SECOND FLOOR 5,300 SF OUTDOOR SPACE 140 SF/DU =36*140=5,040 SF 5,154 SF THIRD FLOOR 4,871 SF STORAGE SPACE 90 FT31DU = 36"90=3,240 CU.FT. 3,941 CU.FT. FOURTH FLOOR 4,878 SF 40'
tMM V
LANDSCAPE AREA 10% x 38,122 SF= 3,812 SF 7,302 SF TOTAL 20,249 SF 36,000 SF Al * PROPOSED BUILDING AREAS ARE WITHIN ALLOWABLE PARAMETERS. NO FIRE WALLS ARE REQUIRED. SCALE: 1/1 6" = 1 '-0" SHEET 2 OF 39 02/28/2023 PH 1 34 of 90

P22 mO 181

DEVELOPERS
PROPERTY LINE DESIGNERS
— — — — — — — — — — — — — — — — — —I � ARCHITECTS

BUILDERS LOCAJ

INVESTORS
I 710 13th Street,Suite 307
SIDEYARD FRONTYARD
SETBACK LINE SETBACKLINE _ San Diego,CA92101 P:(619)535-0537
A-11 REF.
www archdectslocal.com
1-Bed
BALCONY 13 sf Z
95 sf w

I Y
yylD : BEDROOM
❑ 125 sf I I
i
_ I
n J m
a
on 4�} �Z
3SF rI ~Q
� I �w
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LLI
Z
1 1 1 HI I

BUILDING '
B BUILDING A I � �W BEDROOM' LV
133 sf I d
iuj
� BATH CLO.

KITCHEN
CORRIDOR 106 sf o CORRIDOR BD sf s 4 wLLIVING 16 J BED i KITCHEN 150 sf } oz y M -- I DIC SANTA FE, LLC 12f] Z i S n BED 46 n . REF REFRE _ RE . o a 119 sf RE _ RE _ F RE . ° 10625 SCR PPS RANCH BLVD,STE F - -Fl MEN= y BEDROOM KITCHEN REF
' KITCHEN : ; KITCHEN BATH r � �� ffA5 I KITCHEN. '' i KITCHEN i i , A_1� 146 sf �' SAN D EGO,CA 92131 BATH BATH ` 80 sf 80 sf REF_8i]sf - 732fi 45 sf 80� 45 sf 80 sf 45 sf BATH BATH BATH BATFL (888]g`-�KITC N ❑45 s ❑ 45 s ❑45 _ ❑45 ! HE
f f sf sf 76sf —————— -----_ e7D41 sf 550 5f _ - .I -Bed 0 . �-. A-6 A-7A-8 .�. _ A-9 B-� g-8 ��`==1 1020 sf ° - o ' CLD.10sf Studio Studio Studio s �❑ a cLo.1o5f --- y�D CLD wIo wao Studio W� Studio WID Studio W)ID Studio VWD L fi N 615 sf gam- ❑ 601 sf — ❑ 615 sf -8�{ ❑ WID \ D 616 sf Est- 607 sf �s 601 sf ❑ 601 sf ❑ ❑ ❑ W T ❑ N n BATH;f i UP DN - -. _ -. _ _.. UP DN BA UP DN - - - - - - - r13 LIMN LMNGU LIMNU BATH,-_. 42 s Ll

KITCHEN
W10 BA TH',-- � - LMN i LIMN LMN LIMN 109sf m a'-s" g sf 140 sf 140 sf 140 sf -. ❑ ❑ CLa� 140 sf 140 sf 140 sf 140 sf BALCONY L
a - BED BED BED ❑ A- 33, 61 sf BEDROOM v 110 sf 116 sf 11031 BEDROOM — 130 st BEDROOM 1-Bed -
159 sf BATH 172 sf f �� _ . 832 sf BED BED BED ❑ BED w 54 sf i 229 sf ROOM B. 110 sf 110 sf 1104 110 sf 192 sf ••• 3 sf _ _ _ -
•_ 11 SINGLE _ (1)SINGLE _ (I)SINGLE Z 1ISINGLE [1)SINGLE 1)SINGLE (1]SINGLE p RIVATE PRIVATE 'RNATE w �_� 'VA- RIVATE PRIVATE HATE m1-8 BALOONY STORAGE BALCONY STORAGE BALCONY STORAGE J w CLD. STORAGE STORAGE STORAGE STT]RAGE _ a r BALCONY BALCONY BALCONY BALCONY BALCONY 9g-5 S 192 C_F. 97-5 sf 192 C.F. 1 97.5 s{ 192 G.F. ,R._3.. ,p.-3.. m i 14 sf - 192 c.F. 192 G.F. I 192 G.F. 192 O.F. o 32 sf / - 89.5 sf 97.5 sf 97.5 sf 97.5 sf — N i
STREETSIDE YARD STREETSIDE YARD
SETBACK LINE SETBACK LINE f 000
EASEMENT LINE EASEMENT LINE FLOOR PLAN - LEVEL 363.0T.W. 361.8 F.G. E RET-
360.8 FOOTING WALL '1394 NORTH SANTA FE
— — — — — � — VISTA, CA 92083

LANDSCAPING
e A • • .�� • • p p I
WfiLMAY• • ' In
25 rryy
LANDSCAPING LANDSCAPING 1 !.
36 .8 T.C. t REF `• !1C�E� AR����
360.8 S.
�WJ W KITCHEN
Y x 85 sf Z
77,1
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923 sf Z
W
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------ 53 sf CL__O. BATH [_?
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54 sf a�
------ CLO.16 sf -
I
{ . I NO_: ISSUANCEREVISION: DATE- ----------------
r
BEDROOM BEDROOM
140 sf 134 sf I x 01 SITE DEVELOPMENT PERMIT 22-12-05 a
BUILDING BUILDING 'A' 139'-0" 125"-9' � 39'_6" 38'-10" 39'-1" 5'-0" +4'-1' �o ♦ • I
13 R
W
W LU
5 ELEC. fl
J � • a Jd J Z J Z g a w
152 sf.
44 (367.9) �' ❑ }m o W Community Room/
---- -- '� 4F__1
3 2. F-S ' '' Q e LeaSin office g
S-D 954 Sf
REF. REF_ REF. REF. — REF. REF. --- WID 11 I I ', WID: HI
'r W r
❑ P ❑ BATH BATH fro. Up VJ lu ® LIP — BATH BATH ( OAF S ,. y ( I F.F.

KITCHEN KITCHEN 54 sf 54 sf ------- KITCHEN �o BATH ------- 54 sf 54 sf KITCHEN — o o — -------
r_-__-_ d r 131 sf r
113 sf UP _ _ N 96 sf 54 sf w - �1.1]F.F. r. r� B-1 115 sf oc ------ ova G�In w ------ - - - -
f
o r------ KITCHEN r------ _ •a w A ------ — i 365.7 F.F. 1-Bed F------ F------ - LL y LL KITCHEN o P F------ KITCHEN i -111 F F EL�C-RM -----
88 sf 1-Bed �351.1)F.F. ----- 9d sf CLO. 17 sf CLO. 17 sf WlD — W ��— I 115 sf H DO NOT SCALE DRAWINGS WRITTEN D MENSIONS M1 775 sf ------ - I —CLO__--- _--CLD_--I ------ � I I J GOVERN. ffi ARCHITECTS LOCAL 2D21_ @632)F-F- --a L____-- 0632)F.F. -- ------ LEASING _,.

W 11�-3� -3•-'" ------a L------ � 4 ------; �------ �----- BED . � . • ' 2 sf ------; �------ - 11 - -. OFFICE.. �! ..L 83 �
a ----__ L_____— —.. — — s—S" ______ L_—__—_ — 16 JI — ____—_ L______ DATE ALPROJECT NUMBER
�� , i (365. }F.F. - - - -------`1------- ❑ --- o BED BED B-3 A
Z M NI L VI BED , .

P1NR B-2 11Dsf `, 110 sF 6^�F 105 sf o L LMNG A-2 LLVI�N a A-3 146sf PLUMB. � � 5°5f � �! ` aJ ❑EC. 2022 1-210309 VIN y Studio 116sf LSudl r SCALE: AHJ PRRJECT NUMBER StudSdi u l 0D is 33 629 sf 629 sf 468 sf 643 sf M ❑ + 3132" = 1'-0" MET METAL �I a a METAL I ° BMP#2 --J L__ , --J L- -- ❑ — J DVE NG —— I _. METAL OVERHANG F•_n- p L 6'-fi• OVER I _o" � METAL ERMEABLC Z METAL LANDSCAPING ��NG �-c�� PERMEABLE '1 1 PAVED �VERHAI+fG OVERHANG WALKWAY/ PAVE " • ' FLOOR P LA N
LANDSCAPING LANDSCAPING WALKWAY LANDSCAPING i �STRE YARD V1rAL1(WAY/ OVERHANG WALKW ' . a 2'-0- 8._0" 2'-D- 5'-C- 13,-6.. .. 13•_6- 5._G_ Z.-O- - 5._6.� - SETBACK LINE -1. 5'-0" 2'-0" 9'-❑ / 2'-0" 5.-G.. - - ']'-7" ..-.. 4.-6_ 5.-,.. 9. 4.. •-D- 2.-8. d._p- _ Q.-," g.-�..� Z.-,C... 4Q QO ETSID */
■ 0pC
- - - - - - - - --- - - - - - - - - - - - - - �/ - - - - LEVEL 1 AND 2 EASEMENT LINE EASEMENT LINE— RAISED WATER QUALITY ••'" • r' . / /1' 4 PLANTER ' •

FLOOR PLAN - LEVEL
� j
10' 20' 40'
=EIIIIIIIIIl A2
SCALE .51323' = 1 '-0" SHEET 3 OF 30
02/28/2023 PH 1 35 of 90

P22 mO 181

DEVELOPERS

DESIGNERS LOCAJ
— — — — — — — — — — — — — — — — — — — — — —I > ARCHITECTS

BUILDERS

INVESTORS
SIDEYARD FRONiYARD 710 13th Street,Suite 307 SETBACK LIE SETBACK LINE
San Diego,CA 92101
-.. 12,_2, _
P:(619)535-0537

BALCONY
73 sf
I www arch itectslocal.com
N
_ N
I �
DEN o BEDROOM
172 sf m 148 sf
r7
�d 1 -20
BALCONY 1,OT0 sf a
125 sf - I w
BATH m
40 sf DN — CCUZfi sf— F 4
�Z@
_ =W
Ii ¢FF
44 sf.i I
BLi
ATH o 2
BUILDING 'S' BUILDING 'A' 62 sf BEDROOM IJ 140 sf -� I 2
BALCONY I W 29 sf HALL 2 BEDROOM Lli
.... .-11" — .. .. .. 6'_4" _ 6,_1" 5'_D.. — — '.'-11" _ _ .. — — — — — Sf DIN 41 133 sf �
. I _ --- W
T ^i I
BALCONY BALCONY I I i 177sf 1 32sf DIN -11" BEDROOM CLO_ 32.5sf BATH pl -Bed j ❑156 sf44 sf UI 98 sf
_ _ DK SANTA FE, LLC
N HALL DN wID LIN. I 10625 SCR PPS RANCH BLVD,STE F 50 sf BATH G HALL 106 sf J B )OM -
-- 76 sf B-15 HALL 69 sf 121 sf - wrD ❑ ❑ ❑ CI ❑I I❑ _ e LIN yVfp -p" BEDROOM _ - _ ❑ s ❑ ❑II❑ - SAN D EGO,CA92131 BEDRDDM BATH BATH L BATH BATH t; BATH BATH{ j 112 sf L Lr U NL HALL BATH1 r i138sf , _ _ _ 36sf, ' (888]954 732fi - 47 sF 44 sf - - - 47 sf 44 sf H' _a - 47 sf 44 sf - - 2-B 59 sf j BATH 4 sf BATH 46 sf BATH 4 sf BATH 46 sf DI'1 B-1 1 � -d' B DRDDM D BALCONY BATH BATH 44 sf 44 sf 135 sf BATH BATH 3g sf 9 sf
K 'c - 41 sf 1 [1 41 sf 35 sf _. _ CLO_ CLD. , CLO. 1-Bed CLO, HALL CLC3.. HALL CLO. HALL I CLO. BEDROOM DN DIN d DN HALL 46 sf pry 34 sf HALL 4B sf A 34 sf HALL 48 sf DN 34 sf HALL d8 sf pN IQ '' PLUMB. RM 34 sf` I 4B sf 34 sf 48 sf 34 sf 48 s 1 131 sf __ __ ___ __ _3• ..
c v CLO.21 sf — cra s CE6f.�1 CLO. CLO. CIL 13 sf CLO.13 sf CLO.13 sf CLD.13 sf BALCONY _ ------ ---- 1 ---- 1 ----1 —__--- BALCONY 171 sf B-1 O DN s'- BEDROOM BEDROOM BEDROOM BEDROOM CLO.13sf fit sf B-1 4 BA 148 sf 148 sf 148 sf 148 sf 1-Bed D BEDROOM BEDROOM BEDROOM CLO. DN BATH -BATH 47sf BEDROOM BEDROOM BEDROOM BEDROOM 760 sf �' DN Bed 118 sf Bed 118sf - ed 1 18 sf BA47 sf _ _ _ - 56 sf 36 sf - 36 sf n'_c" Ri 117 sf 117 sf 117 sf 117 sf 9 BEDROOM 4
- 1,171 sf it 1,157 sf 1,1 1 sf A-12 I ^18 f BEDROOM B ROOM BE ROOM I TB ROOM 144 B-1B 141N. o -Bed 2-Bed -Bed 2-Bed _ 134 sf s sf 48 sf 8 I 2-Bed 1 171 sf 1 157 sf ' BATH `Bed BEDROOM 1,054 f BEDROOM
130 sf BEDR 130 sf N
s..
1,052 sf oO WCo Y 0 BEDRDDM o 3591 NLL 135 sf
�' 148 sf f m v CL BALCONY CLO.13 sf f f3ALDDNY BALCONY BALCONY BALCONY BALCONY BALCONY 355f BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY N 54 sf 62 sf 54 sf 52 sf A sf 54 sf ' 4fI sf 3_s 54 sf 62 sf 54 sf 62 Sf 54 sf 629 54 Sf 54 at

2. .. .. i• q g. 1» S.. '. ... �„ 19, 5" 'z, 0,.

STREETSIDE YARD

SETBACK LINE
— — — — — — — — — — — — — — — EASEMENT LINE — — — — — — — — — — — — — — — — — — — FLOOR PLAN - LEVEL 4
1 394 NORTH SANTA FE
VISTA, CA 92083
SIDEYARD FRCNTYARD
SETBACK LINE SETBACK LINE
BALCONY !.

REF KITCHEN 73 sf a !�C] ARC•7/�
I V _
►- o
U Eli:
-20
1 Bed D?-'�� p4�
1,070 sf 1 OF CA0
UP
T-0" 1-6 NO_: ISSUANCEIREVISION: DATE-
�Z
_ F
_-- w 4 01 SITE DEVELOPMENT PERMIT 22-12-05 ❑ tW W
LIVING I i I c=i a Z
BUILDING 'B' BUILDING 'A' BALCONI � -0 Iz 5a sf I w
Lu

12._3. IC._3» .. ,.-. .
- _
9$sf
3'-11" 5'-4" 1'-6" 11'-1:.. - - - 12'-3" 9'-1D" 14'-6" 5'-O" DP — d W1D — — -' W
BALCONY ST BALCONY

CORRIDOR
91 SII - N I- I� wI 1 CORRIDOR KITCHEN L-- -- --
I 1 �� K EN
W wo
o o G KITCHEN - F o 0 v P P
A 13 ❑�4
910C D _ STAGIC®_ 3•_0• ' 2-Bed PRIVATE PRIVATE s% PRRlATE n: - to - - F d'I STORAGES - STORAGES _-_ STORAGES FE a 1,065 sf 4~'a$ _-_ _-_ A-1 9fl5G.F_EACH -- 995 G.F.EACI " 965 C_F. •'� B-1 ❑� __ �� 1 - i I-- Wl1J 1 -- ❑1� -- I Z I .y-B 3. o o 3,
L
2-Bed ICILLI
,.- I 1.. G I UP °CJ KITCHEN PWiZ •. o = o o' _11" - -D- 1D'-11" - -o" 1" LIVING
� 6
LIVING 1- ed ffrC �- PWR'•.. �' iPV R\_- �^ KITCHEN I BALCO 7 3 37 sf B-'� 37 sf B- 3 37 sf B_14 — 91 sf 1,Q4 Sf 147 sf 40 sf 144 sf 3 3 w!D 1 ZO - A-14 A-15 A-16 A-17 1 _ ❑ I STG. ❑ I STG. ❑ STG. ❑ 1 STG.

F 2-Bed ►nflo 2-Bed WID -Bed WID REF. 2-Bed 110sf 2-Bed 110sf 2-Bed IOsf 2-Bed 110sf 1 1,1�1 sf 1,157 sf 1,171 sf
REF. REF. REF. wID WID j 1,171 sf �F 1,157 sf REF. 1,1 57 Sf REF. REF_ B_10 KITCHEN ❑ KITCHEN KITCHEN UP ❑ 1-BEd DN 117 sf 117 sf 11,sF DN DN �0 Sf ° VIN VIN VIN VI 150 sf 71 s 71 s 71 z", ed Bed 16 ❑ ❑ I❑ ❑ � BALCONY1I'-a' a-o1 61 sf DO NOT SCALE DRAWINGS.WRITTEN D MENSIONS LIVIN 1,052 sf 1,054 sf ulN Qo 0<: GOVERN. ffi ARCHITECTS LOCAL 2D21_ q_g• 123 --— F ——— 1 _ KITCHEN �O _ KITCHEN _ KITCHEN _ - KITCHEN ' PATE: AL PROJECT NUMBER:
15 6RLCONY KITCHEN (I)SINGLE BALCONY (11)SINGLE BALGOf�Y .1]SINGLE BALCONY I OI L o1 KITCHEN (1)SINGLE 1)SINGLE 1]SINGLE (1]SINGLE J I �� �EL�• LlJLL 1-L1 o3U7 PRIVATE PRIVATE PRIVATE KITCHEN PRIVATE BALCONY PRIVATE BALCONY IVATE BALCONY PRIVATE BALCONY f o -- 97.5 sf 97.5 sf 895� d 123 sf 52 sf 95 sf -- STORAGE 10 G.F_E STORAGE a BALcoNY 133 sf BALCONY STORAGE 97.5 5{ STORAGE32C-F. 975 sf o f 97.5 sf ��GE 89.5 sf o SCALE: AHJ PRRJECT NUMBER:
92 C_F. I 192 C.F. 1B2 CF. 192 C.F. B2 C_F. 7d2 C.F. 192 C.F. •� REF_ 35 sf 35 sf n 14'-11' Z_D: T77 i70] �'_q,� _ _ — — -— — — — 7'-7" I'—IU' — — - 3132" 1 0"
STREEfSIDE YARD
�� FLOOR PLAN - N LEVEL 3 AND 4
EASEMENT LINE EASEMENT LINE
FLOOR PLAN - LEVEL 3
10' 20' 40'
=01111111111 A3
SCALE .5/32" = V-0" SHEET 4 OF 30
02/28/2023 PH 1 36 of 90

P22 mO 181

DEVELOPERS

DESIGNERS

ARCHITECTS

BUILDERS LOCAJ

INVESTORS
710 13th Street,Suite 307
San Diego,CA 92101
P:(619)535-0537
www architectslocal.com

PROPERTY LINE
71 it
r j 0 DK SANTA FE, LLC
r FRONTYARD 10625 SCR PPS RANCH BLVD,STE F SIDEYARD SETBACK LINE
SETBACK LINE 26'-5" 1 9'-0" SAN D EGO,CA92131 _ jr
T (888)954-7326
I

BALCONY
BELOW
BUILDING 'S' BUILDING 'A' _ 2:12 'SLOPE
BALCONY I
BELOW STUCCO WALL PARAPET

WI COLORED METAL

COPINGS AT TOP
uI
z
STUCCO WALL PARAPET STUCCO WALL PARAPET
WI COLORED METAL WI COLORED METAL w SOLAR PV PANELS,TYP_ COPINGS AT TOP COPINGS AT TOP SOLAR PV PANELS, TYP. rn
EXTERIOR CORRIDOR ALCON BALCON EXTERIOR CORRIDOR —SOLAR PV PANELS, SOLAR PV PANELS,TYP. BELOW BELOW f BELOW BELOW SOLAR PV PANELS, TYP. r TYP. IIIIIHIII
1 394 NORTH SANTA FE
BALCONY VISTA, CA 92083 111111
BELOW ` I Nd Na00 I cv a N a t�'�t�t� P 9�11 C�

BALCONY
BELOW cv � iti � BALCONY � STAIR BELOW O * c" Na_C
BELOW
tY
BALCONY BALCONY
BELOW M&MBELOW OF
BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BELOW BELOW BELOW LBELOW BELOW BELOW BELOW BELOW BELOW BELOW BELOW BELOW BELOW BELOW BELOW BELOW _f WALL BELOW 129'-0" WALL BELOW WALL BELOW 15,2'- WALL BELOW STREELSIDE YARD C
SETBACK LINE .00 NO_: ISSUANCEIREVISION: DATE-
C •
f 01 SITE DEVELOPMENT PERMIT 22-12-05
— — — — EASEMENT LINE

ROOF PLAN
DO NOT SCALE DRAWINGS.WRITTEN D MENSIONS
GOVERN. ffi ARCHITECTS LOCAL 21)21_
DATE: AL PROJECT NUMBER:
05 DEC. 2022 1-210309
SCALE: AHJ PRRJECT NUMBER:
3132" = V-0"

ROOF PLAN
N
10' 20' 40'
SCALE .5/32" = V-0" SHEET 5 OF 30
02/28/2023 PH1 37 of 90

P22 mO 181

DEVELOPERS

DESIGNERS

ARCHITECTS

BUILDERS LOCAJ

INVESTORS
710 13th Street,Suite 307
San Diego,CA 92101
P:(619)535-0537
www architectslocal.com
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OR
10'-0

REQUIRED

FRONTYARD
441.9 SETBACK 4U7.6 — — — — — — — — — 'FT OP OF PARAPET — — — — — — — — — — — — — — — — — — — — — — — — — — OP OF PARAPET 9 z I I z J _ J l
uj
a -- -- 0 441.fi a I w 4(I1.G a --- OP OF PLATE r 1 OP OF PLATE - I I f71N�
a I
\�
x fi = 392.6' Cl = 4TH FLOOR - - - -
C7 w [7 o z =
o z 1 1 ! 1 o i' I 41 00 w m II W in I
y
O 2 - - FLOOR - - - - DIC SANTA FE, LLC I 10625 SCR PPS RANCH BLVD,STE F a x a SAN D EGO,CA 92131 (888)954-7326
I I ND FLOOR - - - 7 D FiOFOR - - - - - 1 I \
COVERED COVERED COVERED
Q
/ PARKING PARKING PARKING ■ COURTY' AREA
/ {E)GRADE LINE- _ 362.6'F AR .F - - - - -
F.F OURTYARD 3&0.1'F.F ROU_ND FLOOR 2 - - - - - - - - - - - - - - - - - - DUND FLOOR 1 ROUND F R 1 BUILDING 'A' NORTH ELEVATION BUILDING 'A' WEST ELEVATION REQUIRED " { .-6" 1304 NORTH SANTA FE FRONTYARD REQUIRED REQUIRED SETBACK SIDEYARD SIDEYARD VISTA, CA 92083 SETBACK 1 SETBACK
4(1,.6
DP OF PARAP — — — — — — — — — — — — — — — — — — — — — — — — — — 9 OP OF PARAPET 1 _ z z 9 I z
J f- J J
I
men 11
ED AIR? /
d 4t11.s -� — IL w 4a,.s' �,
DP OF PLATE — — — — — ~� — — — — OP OF PLATE 'C' pr
a� Ico
* No.C �C
iEl
= M4 FLDOFI - - - - - - - x = 4TH FLOOR —-&wa� IF -1
co
w = o -Q - o 8 / 3 I J in
3 rwn
FLDOR - - a. RD FLOOR- - - - - - - - - D � O 4 ~ a 1 \ \ �K 9 I NO_: ISSUANCEIREVISION: DATE- 01 SITE DEVELOPMENT PERMIT 22-12-05
371-6 F_F _ _ _ _ _ _ 371.6'F.F D FLOOR I D FLOOR 361.1'F.F 361.1'F.F _ 360.1'F.F ROUND FLOOR 2 360.1 F.F ROUND FLOOR 2 ROUND FLOOR 1 - - - - - - - - - - - (E)GRADE LINE - - ROUNRFLOOR 1 _-_- - -- - _- - - - - - - -- - - BUILDING 'A' SOUTH ELEVATION BUILDING W EAST ELEVATION

KEY NOTES
DO NOT SCALE DRAWINGS.WRITTEN D MENSIONS
❑ WHITE SMOOTH STUCCO GOVERN. ffi ARCHITECTS LOCAL2D21_ DATE: AL PROJECT NUMBER:

GREY SMOOTH STUCCO
05 DEC. 2022 1-210309
DARK GREY SMOOTH STUCCO SCALE: AHJ PORJECT NUMBER:
3132" = 1'-0"
4] ORANGE SMOOTH STUCCO(ACCENT)
CUSTOM STEEL RAILING EXTERIOR COMPOSITE SHINGLES N ELEVATIONS ALUMINUM STOREFRONT WINDOWS& DOORS BUILDING 'A' ® VINYL DOORS&WINDOWS LJ
0 METAL PARAPET CAP
1 Q SOLAR PANELS 1 O' 20' 40' A5 11 METAL SHADING OVERHANG SCALE .5/32" = 1 '-0" SHEET fi OF 30 02/28/2023 PH 1 38 of 90

P22 mO 181

DEVELOPERS

DESIGNERS

ARCHITECTS

BUILDERS LOCAJ

INVESTORS
710 13th Street,Suite 307
San Diego,CA 92101
P:(619)535-0537
— — www architectslocal.com
1 D'-0„
4l5-7& 2 4l5-7S "rTOP OF PARAPET — — PARAPET — — — — — — w
z
Ir
- r
- w
w d11G 2 w 4a6 2, 4 OP OF PLATE — — f — f — OP OF PLATE a � I
Rom
LL
a
p 3 p r LL x 3972' x 7 4TH 2 _
= 4TH FLOOR — — — — — - — — — — — w = FLOOR L7
cl. L7 w 4 ! i m o Fn
Jm' o co-mf g \ t�
w I { J m El
w T — —
J FLOOR J D FLOOR p , \ , a 4 / ' DK SANTA FE, LLC 10625 SCR PPS RANCH BLVD,STE F
SAN Q EGO,CA 92131
7fi27fi2 F.F — I ( ] ❑FLOOR ND FLOOR 888 954 732fi COVERED COVERED COVERED
PARKING PARKING PARKING r R KIN�G� 1 T F.F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T F.F ROUND FLOOR 4 ROUND FLOOR 4 3632 F.F I _ _ ,363.2 F:Fl DUND —3 — — — — — — — — (E)GRADE LINE — — — — — — — — ROUND ODR3 BUILDING 'B' NORTH ELEVATION BUILDING ' B' WEST ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13o4 NORTH SANTAFE VISTA, CA 92083
415.78' 415.78' ❑P OF PARAPET— — — — — — — — — — — — — — — — — — — — — — — — — — — — OP OF PARAPET z — J
w
CL
!!USED❑ AR�h'I
w 41162' 0 40fi2 VV!_y ` / �(� OP OF PLATE OP OF PLATE — — — �!4\� v 0 C7 L7GO r n �f r 4 ►1 O * No.C 7�C
O
Nil
W F 4TH FLOOR — — — — — — — W r 4TN FLOOR — —I — — — "��� Q _g'I'O4� w OF C A\-
= w x w a c7 z 8 J 0 a a
c z I o- ca w m ui a :'❑ T Ln ICJ W T _ 7. Lc-)RD FLOOR — — — — — — — — — OJ D RD FLOOR — — — — — — a a a - NO_: ISSUANCEIREVISION: DATE- or i a 01 SITE DEVELOPMENT PERMIT 22-12-05 NFU
2'F.F 7fi2'F.F D FLOOR ND FLOOR 11 o

5.T F.F T F.F _ _ ROUND FLOOR 4 — — — — — - — � — — — — — f — — — — — cc ROUND FLOOR 4 — — — COURTYARD 3fi32'F.F'I _ F.F _ _ _ _ _AREA ROUND R 3 (E)GRADE LINE-1 —— — ROUND FLOOR 3 BUILDING 'B' SOUTH ELEVATION BUILDING ' B' EAST ELEVATION

KEY NOTES
DO NOT SCALE DRAWINGS.WRITTEN D MENSIONS
❑ WHITE SMOOTH STUCCO GOVERN. ffi ARCHITECTS LOCAL2D21_ DATE: AL PROJECT NUMBER:

GREY SMOOTH STUCCO
05 DEC. zozz 1-210309
DARK GREY SMOOTH STUCCO SCALE: AHJ PORJECT NUMBER:
3132" = 1'-0"
4] ORANGE SMOOTH STUCCO(ACCENT)
CUSTOM STEEL RAILING EXTERIOR COMPOSITE SHINGLES N ELEVATIONS ALUMINUM STOREFRONT WINDOWS& DOORS BUILDING 'B' ® VINYL DOORS&WINDOWS LJ
0 METAL PARAPET CAP
1 Q SOLAR PANELS 1 O' 20' 40' A6 11 METAL SHADING OVERHANG SCALE .5/32" = 1 '-O" SHEET 7 OF 30 02/28/2023 PH 1 39 of 90

P22 =0 181

DEVELOPERS

DESIGNERS

ARCHITECTS
BUILDERS LOC J

INVESTCRS
710 13th Street,Suite 307
San Diego,CA 92101
P:(619)535-0537
www arehitectslocal.com
W Lll SETBACK I
J J
a1 a1
�1 �1
j

RESIDENTIAL
JILDING B bUILDIN A
TEELIN AVE 369'
- - I
COMMON OPEN SPACE_ DK SANTA FE, LLC - (E)GRADE 10625 SCR PPS RANCH BLVD,STE F ' FF STREET PARKI � 365.7' SAN D EGO,CA 92131 FINISH FLOORON\
363.2'
FINISH FLOOR 361.1 36101, (888)954-7326 FINISH FLOOR FINISH FLOOR

TEELIN AVE - LONGITUDINAL PARTIAL SITE SECTION
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2 Z
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BUILDING B BUILaINL �4
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NORTH S�NTA FE AVE L
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PLANTING NOTES

PLANT SCHEDULE
SCIENTIFIC NAME COMMON NAME QUANTITY SIZE SPACING REMARKS WATER USE MATURE MATURE

1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE DESIGN GUIDELINES (WUCOLS) HEIGHT WIDTH

AND THE DEVELOPMENT STANDARDS OF THE CITY OF VISTA, AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS. TREES

2. TREES SHALL BE MAINTAINED SO THAT ALL BRANCHES OVER PEDESTRIAN • CERCIDIUM 'DESERT MUSEUM' DESERT MUSEUM PALO VERDE 4 24" BOX PER PLAN V LOW 35' 30' WALKWAYS ARE 7 FEET ABOVE THE WALKWAY GRADE AND SO THAT ALL BRANCHES OVER VEHICULAR TRAVEL WAYS ARE 14 FEET ABOVE THE GRADE OF THE TRAVEL WAY. DRACAENA DRACO DRAGON TREE 4 36" BOX PER PLAN SPECIMEN V LOW 20' 20'

3. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN 6' OF HARDSCAPE.

4. ALL PLANTING AREAS SHALL RECEIVE A 3" ORGANIC COMPOSTED MULCH - ■ GEIJERA PARVIFLORA AUSTRALIAN WILLOW 14 24^ BOX PER PLAN LOW 25'1 20' "EVERBLOOM MULCH" BY AGRISERVICE, INC. (FOR ALL PLANTING AREAS / UNLESS OTHERWISE NOTED ON PLANS) • TRISTANIA CONFERTA BRISBANE BOX 11 24" BOX PER PLAN SINGLE-TRUNK LOW 20'1 19-25' MINIMUM TREE SEPARATION DISTANCE • YUCCA ELEPHANTIPES SPINELESS YUCCA 2 24" BOX PER PLAN LOW 20' 10'1 IMPROVEMENT DISTANCE
TRAFFIC SIGNAL, STOP SIGN 20 FEET ePa WASHINGTONIA ROBUSTA MEXICAN FAN PALM 14 19 B.T.H. PER PLAN SKINNED LOW 100, 10' UNDERGROUND UTILITY LINES (EXCEPT SEWER) 5 FEET SHRUBS SEWER LINES 10 FEET J ABOVE GROUND UTILITY STRUCTURES 10 FEET ' AGAVE'BLUE FLAME' BLUE FLAME AGAVE 36 15 GAL. PER PLAN LOW 2.9 3' Q (TRANSFORMERS, HYDRANTS, UTILITY POLES, ETC.) ® ALOE'BLUE ELF' BLUE ELF ALOE 105 1 GAL. PER PLAN LOW 18" 2' DRIVEWAYS 10 FEET DIANELLA REVOLUTA'LITTLE REV LITTLE REV FLAX LILY 216 5 GAL. PER PLAN LOW 1'-Z 2'-Y INTERSECTIONS (INTERSECTING CURB 25 FEET EUPHORBIA CANDELABRUM CANDELABRA TREE 3 15 GAL. PER PLAN LOW 7' 8' m LINES OF TWO STREETS) LIGUSTRUM JAPONICUM'TEXANUM' JAPANESE PRIVET 16 5GAL. PER PLAN MED 8'-19 4'-6' Z:) LOMANDRA LONGIFOLIA'BREEZE' 'BREEZE' DWARF MAT RUSH 83 1 GAL. PER PLAN LOW Z-3' Z-4' LOMANDRA LONGIFOLIA'PLATINUM BEAUTY VARIEGATED DWARF MAT RUSH 11 1 GAL. PER PLAN LOW Z-3' Z-4' CITY OF VISTA NOTES f MUHLENBERGIA CAPILLARIS'REGAL MIST REGAL MIST MUHLENBERGIA 101 1 GAL. PER PLAN MED 3' 3' U PODOCARPUS ELONGATUS WONMAU ICEE BLUEFERN PINE 14 15 GAL. PER PLAN MAINTAIN AS A SHRUB MED 8' 5' Q • ANY GROUND COVER VEGETATION WITHIN 20' OF DRIVEWAY SHALL NOT GROW OVER 24 • PODOCARPUS GACILIOR FERN PINE 32 15 GAL. PER PLAN MAINTAIN AS A SHRUB MED 8' 5' 0' INCHES IN HEIGHT RHAPHIOLEPIS UMBELLATA'MINOR' YEDDO HAWTHORN 148 5 GAL. PER PLAN LOW Y-4' TA' M ® SANSEVIERIA TRIFASCIATA MOTHER-N-LAWS TONGUE 8 5GAL. PER PLAN LOW 4' Z N N
• USE GRAFFITI-RESISTANT PAINT OR ANTPGRAFFITTI COATINGS AT WALLS, BENCHES ,ETC. I VINES
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• USE OPEN OR SEE-THROUGH STRUCTURES FOR PATIOS. FICUS PUMILA CREEPING FIG 4 5 GAL. PER PLAN ATTACH TO STRUCTURE MED CD

GROUNDCOVERS
• LANDSCAPING SHALL BE TO MAXIMIZE OBSERVATION. MINIMIZE THE USE OF PLANTINGS WITH CAREX PRAEGRACILIS CA FIELD SEDGE 1 GAL. 18"O.C. LOW 6" 1' FOLIAGE OR SCREENING BETWEEN 30 INCHES AND 8 FEET ABOVE GRADE. • ALL GATES SHALL BE EQUIPPED WITH A REALTOR BOX WITH KEYFOB QOQOQnQOQ SENECIO SERPENS BLUE CHALK STICKS - 1 GAL. 12"O.C. LOW 6" 1' D
o 1C4EGe REVISIONS 1304 N. SANTA FE, VISTA, CA L.2�II � ����� F� e"'4 N0 DATE DESCRIPTION 0' 8' 16' 32' 48' - 04 22-12-05 SITE DEVELOPMENT PERMIT �
DIAL TWO WORKING2907 Sheller Island Drive#105-417 N ,o-mn C MYS BEFOREDIG NORTH S I]Bego,I 92192106�619-795-7603 '9lF �� PLANTING PLAN TOLLMEE - - -ew OF CAL1 UXDERGROUXD SERVICE ALES SHEET 13 OF 30 02/28/2023 PH1 45 of 90

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ESTIMATED TOTAL WATER USE (ETWU)WORKSHEET
WATER CONSERVATION IRRIGATION METHOD HYDROZONES The RaWevi Eadmaed Told Warer Use is cYs`altad nsing du Mowng f Wa:

ETWU=(ETo)(0.62 PFLF+SLA1
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1. THE IRRIGATION SYSTEM WILL BE DESIGNED TO MEET THE REQUIREMENTS ® HYDROZONE 1: LOW WATER USE DRIP ITn -evapoa.naphaEoaam(lanma peryem) WITHIN THE CITY OF VISTA LANDSCAPE MANUAL WITH A LANDSCAPE IRRIGATION LANDSCAPE AREA: 61145 S.F. IT -pl'mpae`°r(aeCIX"'r�am`bm`) HA -Eydrozmc)um(equme sett:Dcem hyamamea by are,«ux:vmy low,low,madrram and h;8h EFFICIENCY NECESSARY TO MEET THE MAWA AS DEFINED IN SECTION 3.1. PERCENTAGE OF LANDSCAPE: 68% SEA. =spuolNhaaapeA,aa(a4aarcr«I>: Emroleplas,Original Qau,r«,vcleaWarcr.awrfuwdfor active play

0.62 =Cmvmiov EWNIOW gallons pa a9aaR toot)

2. A "SMART" IRRIGATION CONTROLLER WITH WATERING BUDGET FEATURE IN -Ed .oOa ElxO �rc nhmmma la nmrc COMBINATION WITH A RAIN SENSOR, MASTER VALVE AND FLOW SENSOR WILL HYDROZONE 2: MEDIUM WATER USE DRIP BE USED TO PREVENT WATER LOSS DUE TO MAINLINE BREAKS.

LANDSCAPE AREA: 21604 S-F. curt OF VISTA ESTIMATED TOTAL WATER USE(E1WU)MMSHEET PERCENTAGE OF LANDSCAPE: 32°k Una naneto cons lNuminerete all hBflow Pones amany lablea as

3. A DEDICATED WATER METER WITH A BACKFLOW DEVICE WILL BE USED FOR EVERGREEN SHRUBS AND VINES FOR 2 1 3 4 su LANDSCAPE IRRIGATION SINCE THE LANDSCAPE AREA IS MORE THAN 1,000 VISUAL SCREENING AND GRAFFITI Eaporsnspindion Rate(ETKII 1 511 J SQUARE FEET. DETERRENCE. 51.lbrVi 1 e Q Comeeion Factor-.•2 2 062

4. INLINE DRIP TUBING WILL BE USED FOR ALL LANDSCAPE AREA AS A HIGH EFFICIENCY IRRIGATION METHOD. (Llnel xlina2) 3 31.saz PMM Factor(PF)•• 4 0.3 0.6

5. A MANUAL SHUFFOFF VALVE WILL BE INSTALLED AS CLOSE AS POSSIBLE TO LANDSCAPE AREA Hytlmzpne Area(HA)-In M° feet s RIM2pli m THE WATER SUPPLY, AND ADDITIONAL SHUTOFF VALVES WILL BE INSTALLED (Line4xUna5) 6 I'm 1 M BETWEEN EACH ZONE. ] 0.51 Ob1 (n IrdgalNm EYlltlermy(IE)•••

6. TREES WILL BE PLACED ON SEPARATE VALVES ON-SITE LANDSCAPE: 71302 S.F. (Line•+Line 7) 8 2,275 2,976 ~

7. THE IRRIGATION SYSTEM IS DIVIDED INTO SEPARATE HYDROZONES BASED ON ROW LANDSCAPE: 11647S.F. TOTAL all UneBe +SW 9 4.351 TOTAL LANDSCAPE: 8,949 S.F. UnaUna 0 THE PLANT MATERIAL WATER NEEDS, SUN EXPOSURE, TOPOGRAPHY AND SOIL Eshmeled Total Water User-EIWu 10 Is]
CONDITION. Upillons Paryar) ,84e 0 TOTAL SITE AREA Total shall not exceed MAWA beIOW �/ ONSITE ONLY: 38,115 SF •ar.-evapoaaepimam —�a-arwr-y..w aw-A� —•>e-L,ww•a,p�w LML mans= n.lArawu wpsross sps=.0
ue ream -.n
An*Wm4WeWFe+iWe4 .hla�emefm OR NNmaRq/mv+e+ +ow=.M PERCENTAGE OF SINS,.vrew a8mmw a'-n"-ye Ple.p"°"m' SEMI-75 CV GJ-LW-Lav Wun(WPlam divamermnymr-Al
LANDSCAPE AREA ' �""'"ff 06-m-.nwmae wr®o<Pmu, l l.d-xw-aW4w u Prma CD
ONSITE ONLY: 19% (V MAXUVIUM APPLIED WATER APPLICATION(MAWA)calculation: l 055 MAWA CD

31.682[(ETAF x 9,949 1+(1-ETAF)x °
Total Landscape Area Total SLA b W
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0' 8' 16' 32' 48' - of 22-12-05 SITE DEVELOPMENT PERMIT DIAL TWO WORKING 2907Sheller Island Drive M105-417 N ,0.ID]] P e«°oG [I BEFORE NORTH S DUegorclG�92l06�619-7957603 ''lF F�� WATER CONSERVATION PLAN TOLL maa - - - arc OF CAL( UNDERGROUND SERVICE ALERT SHEET 14 OF 30 02/28/2023 PH1 46 of 90

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TYPE SYMBOL VOLTS WATTAGELAMPS FIXTURE DESCRIPTION MANUFACTURER CATALOG # E001 ELECTRICAL SYMBOLS, LEGEND AND NOTES _ c w LIGHT SWITCH, 120V/20A, MOUNT 48 A.F.F. (U.N.O.) _ 2 uu 'm LAMP 6" RECESSED CAN LIGHT, EXTERIOR LITHDNIA WF6 ADJ LED E001A ELECTRICAL SYMBOLS, LEGEND AND NOTES f 1 0_ cr F1 120 13 270CK RATED. PROVIDE ADDITIONAL LIGHTING 30K 40K 50K 3-WAY LIGHT SWITCHr 4-WAY LIGHT SWITCH V � � 3:90CRI BATTERY BACK-UP MODULE FOR EMERGENCY 90CRI MW E002 TITLE 24 ELECTRICAL COMPLIANCE FORMS �^ FIXTURES W/90MIN. BATTERY E003 TITLE 24 ELECTRICAL COMPLIANCE FORMS � DUPLEX RECEPTACLE, 120V/20A, MOUNT 15" A.F.F. (U.N.D.) � 2 LED OUTDOOR LED WALL SCONCE THE LIGHTING BLT-ACBB-BR-CL E010 SINGLE LINE DIAGRAM, PANEL SCHEDULES F2 g 120V 11 50OCK W/ PHOTOCELL AND BATTERY BACKUP SOURCE -WA-30K & CALCULATIONS SWITCHED DUPLEX RECEPTACLE 0 a 108OLM 90CRI Z_ E201 ELECTRICAL GENERAL DETAILS F ° U o E242 LIGHTING CONTROL DETAILS 250 VOLT, 50 AMP RECEPTACLE W/ 3#6 TO RESIDENTIAL PANEL. R-11 ,13 W La W U w LED POLE MOUNTED LED AREA FIXTURE DURA GUARD KH250 D 1 X122 U Z J 2 n F3 120V SO 4040K WITH BUILT-IN MOTION SENSOR 40K C Z KA25A M1 E203 LIGHTING CONTROL DETAILS ST ST2 THERMAL DISCONNECT SWITCH zW� a J 70CRI AND PHOTOCELL. 25' MOUNTING OR S23Lu 8269 LM HEIGHT ABOVE FINISH GRADE E110 ELECTRICAL SITE PLAN 2 5z B, m 3 GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE, 120V/20A, MOUNT 15" A.F.F. (U.N.O.) w N � � 3 LAMP 4' SURFACE MOUNTED LED STRIP FIXTURE LITHDNIA �L1N-L48-SODDEN E111 ELECTRICAL SITE PLAN F4 120V 25 5000K WITH BUILT-IN OCCUPANCY SENSOR ZL1N -L/LENS-120-50K E210 GENERAL LIGHTING PHOTOMETRIC SITE PLAN Q CEILING MOUNTED FIXTURE CC m 90CRI PROVIDE ADDITIONAL BATTERY BACK-UP -90CRI-PLR-LSXR- MODULE FOR EMERGENCY FIXTURES WJ90MIN.BATTERY WG248 E211 GENERAL LIGHTING PHOTOMETRIC SITE PLAN

WALL MOUNTED FIXTURE
LED LED EXIT SIGN FIXTURES SHALL BE INTERNALLY LITHDNIA PRECISE LRP-1-RC-120-TM E220 EMERGENCY LIGHTING PHOTOMETRIC SITE PLAN EX 120 3.1 RED OR EXTERNALLY ILLUMINATED AT ALL TIMES. COLLECTION EDGE E221 EMERGENCY LIGHTING PHOTOMETRIC SITE PLAN - RECESSED EXHAUST FAN, SEE MECHANICAL DRAWINGS FOR EXACT LOCATION. �L7 FURNISH INTH AN EMERGENCY BACK-UP BATTERY LIT EXIT LIGHTS 4 CAPABLE OF 90-MIN OF UNINTERUPTED OPERATION LRP TDB DOOR BELL
CD SHADED FIXTURE INDICATES EGRESS FIXTURE WITH 90 MIN. BATTERY BACKUP. SEE 0 JUNCTION BOX, MOUNT AS SHOWN

GENERAL LIGHTING NOTES FOR ADDITIONAL INFORMATION
© CARBON MONOXIDE DETECTOR W/ BATTERY BACKUP PER CA SB183 SINGLE. STA. SMOKE ALARM, UBC APPR'D, BATT. BACKUP, 120V 5 5 TELEVISION/CABLE OUTLET, MOUNT @ 15" A.F.F. (U.N.O.) W TELEPHONE JACK, MOUNT 15" A.F.F. PROVIDE 3/4" C LAM W W/PULLSTRING TO ACCESSIBLE LOCATION. MOUNT @ +6" ABOVE COUNTERS � IN KITCHEN LOCATIONS. W Oa
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® CHIMES, PROVIDE 120V XFMR AS REQUIRED. 4 � 6 GENERAL NOTES ELECTRICAL PANEL (SEE PANEL SCHEDULE) � < < C3

1. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL 9. IN SOME INSTANCES, IT MAY BE NECESSARY TO DEFER WORK IN CERTAIND DIMMER SWITCH COMPATIBLE WITH FIXTURE 5 CONTROLLED. CIS

19. COORDINATE WITH THE ARCH ITECTUREfCLIENT FOR FIXTURE AND 37. WHERE THE HIGHEST POINT OF A CEILING IN A ROOM THAT OPENS TO � } BE LISTED BY UNDERWRITERS LABORATORIES (UL) AND BEAR THEIR LABEL, OR AREAS AND LOCATIONS UNTIL SUCH TIME AS EXISTING FACILITIES CAN BE OUTLET MOUNTING HEIGHT PRIOR TO INSTALLATION. THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE OPENING INTO LISTED AND CERTIFIED BY A NATIONALLY RECOGNIZED TESTING AUTHORITY TEMPORARILY OR PERMANENTLY REARRANGED BY THE OWNER. THEREFORE, THE HALLWAY BY MORE THAN 24" A SMOKE ALARM SHALL BE INSTALLED IN FUSED SAFETY SWITCH SIZED AS SHOWN WHERE UL DOES NOT HAVE A LISTING, CUSTOM MADE EQUIPMENT SHALL HAVE WHENEVER IT BECOMES NECESSARY FOR THE CONTRACTOR TO PERFORM WORK C/) COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS UNDER THIS CONTRACT IN EXISTING AREAS IN WHICH THE OWNER'S WORK IS 2.0. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL AND THE HALLWAY AND IN ADJACENT ROOM WITHIN 12" OF THE HIGHEST POINT OF 7 SAFETY. IN ADDITION, THE MATERIALS, EQUIPMENT, AND INSTALLATION SHALL BEING PERFORMED, THE CONTRACTOR SHALL ADVISE THE ARCHITECT AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND THE CEILING. FLUSH FLOOR MOUNTED CONVENIENCE OUTLET. Q 7 COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING: THE OWNER RELATIVE TO THIS REQUIREMENT AND SHALL FOLLOW CLOSELY THE CHARACTERISTICS OF ALL EQUIPMENT LISTED IN SCHEDULE. ANY DIRECTIVE ISSUED BY THE ARCHITECT INSOFAR A5 TIME AND PROCEDURE ARE MODIFICATIONS AND/OR ADDITIONAL WORK NECESSARY SHALL BE 38. INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED, AND APPROVED ® WALL SWITCH BOX MTD OCCUPANCY SENSOR. MANUAL-ON, AUTO-OFF.

AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) CONCERNED. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL PREMIUM TIME INCLUDED IN THE BASE BID. BY THE FIRE DEPARTMENT PRIOR TO OCCUPANCY, INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) TO WHICH HE MAY BE SUBJECTED FOR PERFORMING WORK IN SUCH 21. ALL TEMPERATURE CONTROL AND INTERLOCK CONDUIT AND 39. ALL WORK SHALL COMPLY WITH NFPA 72, NATIONAL FIRE ALARM CODE. WP WEATHERPROOF NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) PROCEDURE AND AT SUCH TIMES AS MAY BE NECESSARY TO CAUSE THE WIRING SHALL BE BY ELECTRICAL CONTRACTOR U.N.O. SEE MECHANICAL AMERICAN STANDARD ASSOCIATION (ASSA) LEAST INTERFERENCE WITH THE OPERATIONS OF THE OWNER. DRAWINGS FOR ADDITIONAL INFORMATION. 40. SINGLE AND MULTIPLE STATION CARBON MONOXIDE ALARMS SHALL BE UNO UNLESS NOTED OTHERWISE NATIONAL FIRE PROTECTION AGENCY (NFPA) LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2034. CARBON

10. SHOP DRAWINGS SHALL BE SUBMITTED WITHIN THIRTY DAYS AFTER t3 AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AWARD OF THE CONTRACT. THE CONTRACTOR SHALL SUBMIT EIGHT COPIES OF 22. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WITH THE $ CALIFORNIA ELECTRICAL CODE (CEC) - 2019 A COMPLETE LIST OF MATERIALS AND EQUIPMENT INCLUDING MANUFACTURER ALL CONNECTION POINTS WITH THE EQUIPMENT MANUFACTURER AND REQUIREMENTS OF UL2075, CDC. R315.3. N-1 FIRE ALARM MANUAL PULLSTATION CALIFORNIA CODE OF REGULATIONS TITLE 24 (CCR) AND MODEL NUMBER PROPOSED FOR THE JOB. SHOP DRAWINGS SHALL OR INSTALLER PRIOR TO ROUGH-IN.

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) INCLUDE JOB DESCRIPTION, ARCHITECT AND ENGINEER IDENTIFICATION, AND 41. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH 217

CEILING MOUNTED SPEAKER TONE GENERATOR WITH FLASHING STROBE FOR ALL LOCAL CODES HAVING JURISDICTION WHERE THE CODES HAVE DIFFERENT ALL DATA WITH CAPACITIES, SIZES, DIMENSIONS, CATALOG NUMBERS, AND 23. ALL FUSES FOR FUSIBLE DISCONNECTS TO BE SIZED PER AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE GOVERNING CBG Sp
LEVELS OF REQUIREMENTS, THE MOST STRINGENT RULE SHALL APPLY. MANUFACTURER'S BROCHURES. SHOP DRAWINGS SHALL BE SUBMITTED FOR EQUIPMENT NAMEPLATES. C THE FIRE WARNING EQUIPMENT PROVISIONS OF L L 72. SYSTEMS AND PUBLIC ADDRESS OR ALARM COMPONENTS SHALL BE CALIFORNIA STATE MARSHAL LISTED & APPROVED IN QRQI=ESSION ITEMS LISTED IN SPECIFICATIONS. PARTIAL, INCOMPLETE OR UNBOUND Ql

2. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING ALL AREAS INDICATED 24. ELECTRICAL CONTRACTOR TO PROVIDE MINIMUM 1 EMT CONDUIT ACCORDANCE WITH CCR TITLE 19 DIVISION 1 FOR THE PURPOSE FOR WHICH SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. CONTRACTOR SHALL SUBMIT FOR ALL MECHANICAL LOW VOLTAGE WIRING, COORDINATE WITH THEY ARE INSTALLED, CBC. R314.1. 4, ANDREW R.

ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE A SCHEDULE OF ALL SHOP DRAWINGS AND SUBMITTALS WHICH ARE TO BE CEILING MOUNTED ADDRESSABLE SMOKE ALARM - SEE FIRE ALARM REQUIREMENTS �= 9 EXISTING CONDITIONS AND BY SUBMITTING A BID, ACCEPTS THE CONDITIONS REVIEWED WITHIN FIFTEEN DAYS OF CONTRACT AWARD. MECHANICAL DRAWINGS FOR MORE INFORMATION. 5D w BALKWELL 9 UNDER WHICH HE SHALL BE REQUIRED TO PERFORM HIS WORK, 42. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED AS PART OF THE DEFERRED PERMIT No E18563

25. PROVIDE APPROVED FIRESTOP CAULKING FOR ANY PIPES WITHIN AN INDIVIDUAL SUITE THE ALARM DEVICES SHALL BE INTERCONNECTED

11. THE CONTRACTOR SHALL FURNISH A ONE YEAR WRITTEN GUARANTEE 12 31 22

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE OF MATERIALS AND WORKMANSHIP FROM THE DATE OF SUBSTANTIAL CONDUITS, AND DUCTS PENETRATING EXTERIOR OR INTERIOR FIRE IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL � Ex � SET OF CONSTRUCTION DOCUMENTS, HE/SHE SHALL CHECK THE DRAWINGS OF COMPLETION. 300.21 OF THE CEC.RATED WALLS, FIRE RATED FLOORS AND FIRE RATED CEILINGS PER OF THE ALARMS IN THE INDIVIDUAL UNIT, CBC. R314.3 MULTI LEVEL OCCUPANCY/VACANCY SENSOR PER TITLE 24 REQUIREMENTS ec-rP q
THE OTHER TRADES AND SHALL CAREFULLY READ THE ENTIRE SPECIFICATIONS rc�' E
AND DETERMINE HIS/HER RESPONSIBILITIES. FAILURE TO DO SO SHALL NOT 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAWCUTTING, 25 USE RIGID GALVANIZED CONDUIT IN ALL EXTERIOR EXPOSED SUPPLYING OUTLETS INSTALLED 43. ALL 120V. SINGLE PHASE, , 15 AND 20 AMPERE BRANCH CIRCUITS IN SUITE FAMILY ROOMS, DINING ROOMS, LIVING HD ADDRESSABLE HEAT DETECTOR, CEILING MOUNTED OF CAl-�� RELEASE THE CONTRACTOR FROM DOING THE WORK IN COMPLETE ACCORDANCE TRENCHING, BACKFILLING, COMPACTION AND PATCHING OF CONCRETE AND AREAS ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION WITH THE CONSTRUCTION DOCUMENTS. ASPHALT REQUIRED PERFORM HIS WORK. ATTENTION IS CALLED TO THE ROOMS, CLOSETS, HALLWAYS, KITCHEN, LAUNDRY OR SIMILAR ROOMS OR AREAS 0 ADDRESSABLE FIRE ALARM MAGNETIC DOOR HOLD-OPEN 1p FACT THATT THERE ARE EX EXISTING UNDERGROUND UTILITY LINES, THE 27, ELECTRICAL CONTRACTOR SHALL INCLUDE COST FOR ALL HVAC SHALL BE PROVIDED WITH A LISTED ARC-FAULT CIRCUIT INTERRUPTER, Project Status 11

4. ALL UTILITY WORK (POWER&TELEPHONE) SHALL BE IN COMPLIANCE WITH CONTRACTOR SHALL USE EXTREME CAUTION WHEN TRENCHING FOR HIS WORK. CONTROL COMPONENTS CONDUITS, DEVICES ETC. AS NECESSARY FOR COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH THESE DRAWINGS AND THE REQUIREMENTS OF THE SERVING UTILITY COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER AND APPROVED A COMPLETE AND OPERATING HVAC SYSTEM. REFER TO MECHANICAL CIRCUIT. TS ADDRESSABLE TAMPER SWITCH No. Description Date IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SERVING REPAIR OF ANY AND ALL DAMAGES CAUSED BY HIM OR HIS WORK. DRAWINGS. 01 WE DEV_PERMIT 22-12-M UTILITY TO RECEIVE COMPLETE INFORMATION ON THEIR REQUIREMENTS PRIOR TO 44. 125-VOLT, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN EVERY FS ADDRESSABLE FLOW SWITCH THE SUBMISSION OF THE BID. THE ACT OF SUBMITTING THE BID SHALL 13. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, 2& ALL OUTLET AND SWITCH PLATES SHALL BE PROVIDED WITH A KITCHEN, FAMILY ROOM, LIVING ROOM, DINING ROOM, BATHROOM, GARAGE, CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO EQUIPMENT DEVICES, CIRCUIT BREAKERS, GROUND FAULT PROTECTION SYSTEMS, LABEL NOTING PANEL AND CIRCUIT. LABEL SHALL BE CLEAR TAPE WITH BASEMENT, BEDROOM, LAUNDRY OR OTHER SIMILAR ROOMS AND OUTDOOR INSTALL SERVICE IN COMPLIANCE WITH THE SERVING UTILITY AND THE ETC. (ALL MATERIALS), ARISES ON THE DRAWINGS OR SPECIFICATIONS, THE BLACK LETTERS. PATIO AREA SHALL BE UL LISTED TAMPER RESISTANT RECEPTACLES, PER CEC (D ADDRESSABLE STROBE DEVICE CONTRACT DOCUMENTS. CONTRACTOR SHALL PAY TO THE UTILITY FOR ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL 406,11. 11 COSTS ASSOCIATED WITH THE ESTABLISHMENT OF SERVICE FOR THIS PROJECT. MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON 29. ALL ELECTRICAL CONDUITS ARE TO BE CONCEALED WITH IN (D ADDRESSABLE SPEAKER DEVICE 1 THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE AND WALLS AND/OR ABOVE CEILING. 45. GROUND FAULT CONVENIENCE OUTLETS SHALL BE INSTALLED IN ALL 5, ALL ITEMS SUCH AS SERVICE CONDUIT, CONDUCTORS, DUCTS, CONCRETE OPERABLE SYSTEMS AS REQUIRED BY THE OWNER AND ARCHITECT/ENGINEER. LOCATIONS INDICATED ON RELATED INDIVIDUAL UNIT AND BUILDING FLOOR 0 MAGNETIC DOOR LOCK CONTROLS PER FA PLAN PADS, TRANSFORMERS, RISERS, PULL BOXES, AND PROTECTIVE COVERING FROM 30. DATA JACKS AND CABLE SHALL BE PER LOW VOLTAGE PLANS AS INDICATED. REFERENCE ELECTRICAL SYMBOLS LIST, SHEET E001.

SERVICE LOCATION SHALL BE PROVIDED AND INSTALLED, AND SHALL BE 14. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE CONTRACTOR. CONTRACTOR SHALL PROVIDE 1/2" CONDUIT FROM EACH J JUNCTION BOX, WALL MOUNTED VERIFIED WITH THE SERVING UTILITY COMPANY, AND SHALL PAY ALL CHARGES AT THE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL DATA JACK BACK TO TELECOMMUNICATIONS BACK BOARD. SPECIFIC 46. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LEVIED BY THE SERVING UTILITY COMPANY FOR HIS SERVICE EXCEPT THE FIRST BE COORDINATED WITH OTHER SECTIONS. DO NOT SCALE THE ELECTRICAL LOCATION AND TERMINATIONS ARE TO BE PER LOW VOLTAGE ARCHITECTURAL PLANS FOR LOCATION OF RECEPTACLES, AND INSTALLING BILLING DEPOSIT. WHERE THE CONTRACT DOCUMENTS ARE MORE RESTRICTIVE, DRAWINGS FOR LOCATIONS OF ANY ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CONTRACTOR. RECEPTACLES IN THE FLOOR WHERE NECESSARY IN ORDER TO CONFORM WITH WALL MOUNTED MULTI LEVEL OCCUPANCY SENSOR PER TITLE 24 REQUIREMENTS THE DOCUMENTS SHALL GOVERN. CIVIL, OR MECHANICAL ITEMS OR FEATURES, THE RESIDENTIAL SPACING REQUIREMENTS FOR RECEPTACLES AS OUTLINED IN 12 31. APPLIANCES PROVIDED AND INSTALLED SHALL HAVE AN ENERGY THE 2019 CEC. 1

6. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES 15. THE EQUIPMENT GROUNDING CONDUCTOR SHOWN ON CONDUIT RUNS STAR DESIGNATION. ANY DIFFERENCES BETWEEN THE CALCULATED CHARGES, AND INCIDENTAL COSTS NECESSARY FOR EXECUTION AND SHALL RUN CONTINUOUS FROM PANEL TO LAST OUTLET. THIS WIRE SHALL BE ADS SHOWN N THE PLANS, AND THE FINAL MANUFACTURER LOADS 47. ALL CURRENT CARRYING CONDUCTORS SHALL BE COPPER. INSULATION LOADS O
COMPLETION OF ELECTRICAL WORK, INCLUDING ALL CHARGES BY THE LOCAL PIGTAILED IN EACH OUTLET FOR CONNECTION TO BOX AND DEVICE SO THAT IF LO PROVIDED THE CONTRACTOR SHALL BE BROUGHT TO THE SHALL BE TYPE THHN/THWN FOR ALL BRANCH CIRCUITS UP TO AND INCLUDING GOVERNMENT AGENCIES. DEVICE IS REMOVED, GROUND WILL NOT BE INTERRUPTED, ALL EQUIPMENT IMMEDIATE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO SIZE #2AWG. INSULATION FOR CONDUCTORS OVER SIZE #2AWG SHALL BE XHHW. TDB # GROUNDING CONDUCTORS SHALL BE INSULATED GREEN CONDUCTORS -7. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES ALTERNATE METHODS OF IDENTIFICATION SHALL NOT BE USED. CONTRACTOR PROCUREMENT AND INSTALLATION, 48. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER. CDP # AT THE SITE, ANY COSTS TO INSTALL WORK TO ACCOMPLISH SAID SHALL NOTIFY ELECTRICAL ENGINEER TO EXAMINE CONDUCTOR INSTALLATION 32. BATHROOM EXHAUST FANS NOT FUNCTIONING AS A COMPONENT DSD # COORDINATION WHICH DIFFERS FROM THE WORK AS SHOWN ON THE DRAWINGS PRIOR TO INSTALLATION OF DEVICES. OF THE WHOLE BUILDING SHALL BE CONTROLLED BY A READILY 49. ALL CONDUIT SHALL BE EMT (INSTALLED IN INTERIOR CONGEALED 13 SHALL BE INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES, AMBIGUITIES ACCESSIBLE HUMIDISTAT SPACES) OR SCHEDULE-40 PVC (INSTALLED UNDERGROUND) UNLESS OTHERWISE DATE , 1; OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 16. MIINIMUM SIZE FOR CONDUCTORS SHALL BE #12 AWG, COPPER, TYPE NOTED.

DURING BID TIME FOR CLARIFICATION. ANY SUCH CONFLICTS NOT CLARIFIED THHN/THWN THERMOPLASTIC, 600 VOLT, 75 DEGREES CELSIUS WET OR 90 33. CONCEAL ALL CONDUIT IN THE WALLS AND PLENUM AS MUCH co c� PRIOR TO BID SHALL BE SUBJECT TO THE INTERPRETATION OF THE ARCHITECT DEGREES CELSIUS DRY, AND UL LISTED UNLESS NOTED OTHERWISE. ALL AS REASONABLY POSSIBLE. EXPOSED CONDUIT SHALL BE COORDINATED 50. ALL AMPACITIES ARE BASED UPON TABLE 314.16 OF THE 2419 C.E.C. wB=Wg AT NO ADDITIONAL COST TO THE OWNER. CONDUCTORS SPLICES BELOW GRADE SHALL BE MADE WITH SUBMERSIBLE W _ WITH THE ARCHITECT AND FINISHED PER ARCHITECTURAL PLANS. j- �_i�h CONNECTIONS. ALL CONDUCTORS USED FOR SITE AND BUILDING MOUNTED 51. FEEDER SCHEDULES INDICATE DATA FOR COPPER CONDUCTORS RATED J c�o�

8. THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE LIGHTING FIXTURES SHALL BE INSTALLED IN 3/4" MINIMUM WITH #10 34. RECEPTACLE HEIGHTS ARE SHOWN FOR REFERENCE ONLY, UP TO 600V AT 75 DEGREES CELSIUS. 0 W d RECORD SET OF DRAWINGS. THESE PRINTS SHALL BE CORRECTED DAILY AND CONDUCTORS. REFERENCE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATIONo �� SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. THIS SET OF DRAWINGS W W w

52. ALL OUTLET AND SWITCH PLATES SHALL BE PROVIDED WITH A LABEL � � 14 SHALL BE KEPT ON THE J48 SITE AND SHALL 8E USED ONLY AS A RECORD 17. ALL EXPOSED CONDUIT IN FIRE RISER ROOMS SHALL BE WP SEALTITE 35. SMOKE ALARMS SHALL BE PROVIDED IN EACH SEPARATE SLEEPING NOTING PANEL AND CIRCUIT. LABEL SHALL BE CLEAR TAPE WTH BLACK �� E 1, SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE TYPE. AREA AND OUTSIDE EACH SEPARATE SLEEPING AREA. INSTALL A MINIMUM OF 3' LETTERS.

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CONTRACTOR TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE FROM FROM DUCT OPENINGS. WoR INSTRUCTIONS IN EACH CASE. UPON COMPLETION OF THE WORK, A SET OF 18. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A FULL ❑ tg 6 W yd REPRODUCIBLE CONTRACT DRAWINGS SHALL BE OBTAINED FROM THE FUNCTIONING ELECTRICAL AND COMMUNICATION SYSTEM, INCLUDING FIRE ALARM 36. SMOKE ALARMS SHALL BE PERMANENTLY WIRED AND INTERCONNECTED. _�_t

PROVIDE
ARCHITECT, AND ALL CHANGES AS NOTED ON THE RECORD SET OF DRAWINGS SYSTEM, CATV, TELEPHONE, DATA, AND ANY OTHER REQUIRED LOW VOLTAGE BATTERY BACK-UP, PER NFPA 72. z 2 m v C.] �W��!i
SHALL BE INCORPORATED THEREON WITH BLACK INK IN A NEAT, LEGIBLE, SYSTEMS. w W re o UNDERSTANDABLE AND PROFESSIONAL MANNER. FAILURE TO KEEP RECORD J r n R A a q V ��aa�
DRAWNGS UP-TO-DATE SHALL CONSTITUTE CAUSE FOR WITHHOLDING OF �_-S2 PROGRESS PAYMENTS, w LJ 15 J �iE 1' SHEET 15 OF 30 E001
02/28/2023 PH 1 47 of 90

22m801 8

GENERAL NOTES
1 1. APPLIANCES PROVIDED AND INSTALLED SHALL HAVE AN ENERGY STAR DESIGNATION 10. TAMPER-RESISTANT RECEPTACLEA SHALL BE USED THROUGH-OUT ALL DWELLING r J" I,()
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UNITS FOR ALL 125-VOLT, 15 AND 20 AMPS RECEPTACLES. W * � o

2. PROVIDE CONDUIT RATED CABLE FOR ALL TELECOMMUNICATIONS CABLE RUN IN a m v m w
CONDUIT BACK TO TELECOMMUNICATIONS BACKBOARD. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING ALL CONDUIT AND = ; w U U EQUIPMENT, PROVIDING SUPPORTS AND GROUNDING PER CEC REQUIREMENTS. o a a U0w a +J d

3. SEE ARCHITECTURAL PLANS FOR MOUNTING LOCATIONS/ HEIGHTS AND MATERIAL FINISH REQUIREMENTS 12. ALL ROOF PENETRATIONS SHALL BE SEALED WITH WATER PROOF AND FIRE PROOF SEALANTS.
2 4. BATHROOM EXHAUST FANS NOT FUNCTIONING AS A COMPONENT OF THE WHOLE BUILDING SHALL BE CONTROLLED BY A READILY ACCESSIBLE HUMIDISTAT. 13. FUSED DISCONNECTS AND SAFETY SWITCHES FOR ALL MECHANICAL EQUIPMENT (3 Q SHALL BE CONNECTED TO MECHANICAL EQUIPMENT WITH LIQUID-TIGHT, FLEXIBLE, Z L Q

5. CONCEAL ALL CONDUIT IN THE WALLS AND PLENUM AS MUCH AS REASONABLY NON-METALLIC CONDUIT. W w POSSIBLE. EXPOSED CONDUIT SHALL BE FINISHED PER ARCHITECTURAL PLANS. W ALL OUTLETS , LIGHTS, ETC. ON COMMON WALLS BETWEEN TWO 16 NEW 3�, 4W, 120/208V PANEL HP-1, 2, 3, 4, 5, 6, 7. SEE PANEL SCHEDULE FOR PROVIDING ALL NECESSARY INFRASTRUCTURE AS DIRECTED BY 47 PROVIDE UTILITY COMPANY HANDHOLE PER UTILITY COMPANY 65 PROVIDE 200A, 30, 4-WIRE PANEL 'MP' FOR POWER �mmLLU 00 00 UNITS SHALL BE SEPARATE BOXES AND OFFSET 24" MINIMUM. RANGE SHEET E4.5 AND E4.6 FOR ADDITIONAL INFORMATION. UTILITY COMPANY. STANDARDS. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY TO ELECTRIC LAUNDRY EQUIPMENT. [U 6 OUTLETS ON COMMON WALLS BETWEEN TWO UNITS SHALL BE FOR CONDUIT REQUIREMENTS AS WELL AS FINAL LOCATION AND CD 6 OFFSET 24" MINIMUM. "'WHEN SPACING IS NOT POSSIBLE 17 PROVIDE NEW 1�, 3W, 1201208V POWER AND LIGHTING CONTROL 3p CONNECT TO NEW UTILITY COMPANY UTILITY TRANSFORMER, LOCATE SCOPE OF WORK. 66 PROVIDE SWITCHED HALF HOT CONVENIENCE OUTLET ~ CONTRACTOR SHALL BUILD 1 HR. RATED ENCLOSURE AROUND EACH PANEL "LP-1, 2, 3, 4, 5, 6, 7" FOR LIGHTING LOADS ASSOCIATED WITH PER ARCHITECTURAL PLANS AND UTILITY COMPANY REQUIREMENTS. FOR OFFICE RECEPTACLE PER 130.5 (d) OF THE CEC. 7 49 COUNTERTOP SURFACES AND EXTERIOR. 18 PROVIDE EMERGENCY LIGHTING FIXTURES. CONTRACTOR TO MECHANICAL ENGINEERING PLANS FOR EXACT LOCATION AND POWER CONTRACTOR TO COORDINATE INSTALLATION OF NEW UTILITY ENSURE WITH MANUFACTURER THAT 1-FC AVERAGE CAN BE REQUIREMENTS. COMPANY POWER POLE WITH UTILITY COMPANY FOR FINAL r �3 SWITCHED HALF HOT CONVENIENCE OUTLET FOR GARBAGE DISPOSAL PROVIDED OVER A 6' WIDE PATH OF EGRESS, FOR A MINIMUM OF LOCATION, CONDUIT REQUIREMENTS AS WELL AS CONTRACTOR row AND DISHWASHER. 90MIN AFTER LOSS OF POWER. 32 PROVIDE 208V, 2-POLE, 30AS FUSED DISCONNECT IN NEMA 3R SCOPE OF WORK ENCLOSURE WITH 15A FUSES PER MANUFACTURER REQUIREMENTS.

PROVIDE NEMA 40A OUTLET FOR RANGE/OVEN (ELECTRIC). 19 PROVIDE ON/ OFF DIMMER SWITCHES WITH BUILT-IN VACANCY 50 NEW UTILITY COMPANY UNDERGROUND DUCTBANK. CONTRACTOR TO COORDINATE WITH MANUFACTURER FOR EXACT LOCATION AND SENSORS. 33 PROVIDE DOOR BELL, CONNECT BACK TO DOOR BELL CHIME WITH COORDINATE WITH UTILITY COMPANY FOR CONDUIT REQUIREMENTS 8 POWER REQUIREMENTS. 2#18. SEE ARCHITECTURAL PLANS FOR DOOR BELL REQUIREMENTS. AS WELL AS FINAL LOCATION AND SCOPE OF WORK. $ �0 PROVIDE ON/ OFF DIMMER SWITCHES.

OUTLET ABOVE FOR EXHAUST HOOD AND MICROWAVE. LOCATE 34 PROVIDE DOOR BELL CHIME. CONNECT TO 12/24V TRANSFORMER. 51 PROVIDE JUNCTION BOX FOR FANCOIL (FC) WITH TOGGLE TYPE ABOVE COUNTER IN ACCESSIBLE UNITS. PROVIDE SEPARATE WALL PATH OF EGRESS TRAVEL, SEE ARCHITECTURAL PLANS. PROVIDE COORDINATE WITH MANUFACTURER FOR SIZE AND LOCATION. DISCONNECT SWITCH. COORDINATE WITH MECHANICAL PLANS FOR SWITCH ON BACK WALL FOR EXHAUST FAN, TO RESIDENTIAL PANEL R. EXIT SIGNS READILY VISIBLE FROM ANY DIRECTION OF EGRESS CONNECT TO 20A AFCI CIRCUIT. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION. QROVESSIONq� TRAVEL, AT EXITS, EXIT ACCESS DOORS AND AT LOCATIONS WHERE CHIME REQUIREMENTS AND EXACT LOCATION.

PROVIDE NEMA 20A OUTLET GAS DRYER AND SEPARATE 20A, 120V EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE 52 PROVIDE 208V, 2-POLE, 60AS FUSED DISCONNECT IN NEMA 3R � ANDREW R. g RECEPTACLE FOR WASHER. TO THE OCCUPANTS. ALL EXIT SIGNS TO BE ILLUMINATED AT ALL 35 DATA OUTLET WITH RJ45 JACK WITH CATSE CABLE BACK TO MAIN ENCLOSURE WITH 35A FUSES PER MANUFACTURER REQUIREMENTS. BALKWELL 9 TIMES. MINIMUM 1-FOOTCANDLE SHALL BE PROVIDED AT FLOOR POINT OF ENTRY IN UNIT LIVING ROOM. No. E18563 TELEVISION CABLE OUTLET. PROVIDE 3/4" CONDUIT & PULLSTRING TO LEVEL ON EGRESS PATHWAY. 53 PROVIDE 208V, 2-POLE, 60AS FUSED DISCONNECT IN NEMA 3R Ex 12 31 22 ACCESSIBLE SPACE. PROVIDE WITH 75 OHM OUTLET. 36 PROVIDE 208V, 2-POLE, 30AS FUSED DISCONNECT IN NEMA 3R ENCLOSURE WITH 50A FUSES PER MANUFACTURER REQUIREMENTS. IV 8 zz PROVIDE JUNCTION BOX FOR FANCOIL (FC) WITH TOGGLE TYPE ENCLOSURE WITH 20A FUSES PER MANUFACTURER REQUIREMENTS. 54 �Qr� ECTR OF CN��F COMBINED CO AND SMOKE DETECTOR, SELF CONTAINED, AC/DC, 120V. DISCONNECT SWITCH. INDOOR UNIT POWERED FROM OUTDOOR UNIT. PROVIDE 3#8 & 1#8 GND IN 1" ROOF MOUNTED GALVANIZED RIGID UL LISTED. VERIFY MOUNTING HEIGHT. LOCATE 3' MINIMUM FROM AC COORDINATE WITH MECHANICAL PLANS FOR EXACT LOCATION. 37 PROVIDE 20A, WATERPROOF, GFCI MAINTENANCE RECEPTACLES. METAL CONDUIT WITH THREADED FITTINGS.

DUCT OPENING. DETECTORS SHALL HAVE BATTERY BACK-UP. (PER 10 UNIFORM BUILDING CODE SECTION 1210) CO DETECTOR NOT z3 PER CBC 1008.2 FOR EXTERIOR LANDINGS AS REQUIRED BY SECTION 38 PROVIDE 3#10 & 1#10 GND IN 1" GALVANIZED RIGID METAL CONDUIT 55 PROVIDE 3#6 & 1#6 GND IN 1" ROOF MOUNTED GALVANIZED RIGID Project Status 1i REQUIRED IN BEDROOMS. 1008.2.1 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED WITH THREADED FITTINGS. METAL CONDUIT WITH THREADED FITTINGS. No. Desodpton Date TO HAVE TWO OR MORE EXITS, AND ALONG ALL PATHS OF EGRESS; 01 SITE DEV PERMIT 22-12-05 TYPICAL UNIT ELECTRICAL PANEL; 'R' FOR RESIDENTIAL. PANEL SHALL THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A 39 PROVIDE 2#10 & 1#10 GND IN 3/4" GALVANIZED RIGID METAL CONDUIT 56 PROVIDE 208V, 2-POLE, 30AS FUSED DISCONNECT IN NEMA 3R BE FLUSH MOUNTED. SEE SHEET E-011. DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF WITH THREADED FITTINGS. ENCLOSURE WITH 25A FUSES PER MANUFACTURER REQUIREMENTS.

STORAGE BATTERIES, UNIT EQUIPMENT. THE INSTALLATION OF THE 10 WET LOCATION LISTED EXHAUST FAN. PROVIDE SEPARATE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 40 PROVIDE NEMA 3R JUNCTION BOX FOR CONNECTION TO FUTURE LOIN 57 PROVIDE NEMA 30A OUTLET ELECTRIC DRYER AND SEPARATE 20A, 11 SWITCHING FOR EXHAUST FAN AND PUT ALL BATHROOM LIGHTING ON SECTION 2702. EMERGENCY LIGHTING FACILITIES SHALL BE VOLTAGE LANDSCAPE LIGHTING. 120V RECEPTACLE FOR WASHER. 1 DIMMERS AND OCCUPANCY SENSORS. SEE MECHANICAL PLANS FOR ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN CONTROL AND POWER REQUIREMENTS. AVERAGE OF 1 FOOTCANDLE (11 LUX) AND A MINIMUM AT ANY POINT 41 PROVIDE 1-1/2" CONDUIT, STUBBED-UP AND CAPPED FOR FUTURE 58 PROVIDE NEMA3R, 2-POLE, 240V, 100A SWITCH WITH 85A FUSES PER OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS SOLAR ARRAY WITH NYLON PULL ROPES, BACK TO MAIN METERING MANUFACTURER FOR WATER HEATER. PROVIDE WITH GROUND FAULT 11 PROVIDE WATERPROOF JUNCTION BOXES, AND LIQUID TIGHT AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO SWITCHGEAR. LEAVE CONDUIT SUBBED-OUT AND CAPPED IN MAIN PROTECTED BREAKER IN SERVICING PANEL.

FLEXIBLE METALLIC CONDUIT FOR CONNECTION TO TAMPER AND DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ELECTRICAL ROOM WITH A LABEL AT BOTH ENDS: "FOR FUTURE FLOW SWITCHES AS REQUIRED BY THE FIRE DEPARTMENT. ANY POINT OF 0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE SOLAR ARRAY". 59 PROVIDE NEMA3R, 2-POLE, 240V, 60A SWITCH WITH FUSES PER 12 EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM MANUFACTURER. EQUIPMENT MOUNT SWITCH WHERE AC EQUIPMENT 1; 12 SEE ENLARGED ELECTRICAL SERVICE PLANS AND ELEVATIONS. SEE ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE 4Z PROVIDE JUNCTION BOX IN UPPER CABINET FOR UNDER CABINET MANUFACTURER PERMITS, OTHERWISE MOUNT SWITCH TO ADJACENT SHEET E-4.2. EXCEEDED. LIGHTING. CONNECT BACK TO WALL MOUNTED LIGHT SWITCH. SURFACE WITH GALVANIZED UNISTRUT SUPPORTS AND LIQUID TIGHT COORDINATE WITH ARCHITECTURAL KITCHEN PLANS FOR EXACT FLEXIBLE METALLIC CONDUIT FOR "WHIP". 13 TELECOMMUNICATIONS BACKBOARD. PROVIDE 4'x8', 3/4" THICK 24 HARDWIRE EXHAUST FAN TO THE RECEPTACLE CIRCUIT WITH THE LOCATION OF JUNCTION BOX.

PAINTED PLYWOOD BACKBOARD. CONTRACTOR SHALL COORDINATE HUMIDISTAT ONIOFF CONTROL PER MECHANICAL ENGINEER PLANS. 60 PROVIDE 1" SCH40 PVC CONDUIT, AND STUB-UP WITH GALVANIZED WITH ARCHITECT FOR EXACT LOCATION. 43 PROVIDE NEW POLE MOUNTED EXTERIOR PARKING LOT LIGHT RIGID METAL CONDUIT AT THE BEND WITH 2#8 AND 1#8 GND PER - CONTRACTOR SHALL BE RESPONSIBLE FOR RUNNING 4" CONDUIT TO 25 PROVIDE UNISTRUT MOUNTED JUNCTION BOX FOR FUTURE POWER FIXTURE WITH UP TO 4 LAMPS PER POLE. SEE PLAN FOR CABLE SIZES CIRCUIT 13 EACH POINT OF TERMINATION IN THE STREET PER TO FUTURE AUTOMATIC GATE DOOR OPENER. COORDINATE WITH AND CIRCUITING, AND DETAIL 1 SHEET E1.3 FOR FIXTURE DETAILS. -- - 1 TELECOMMUNICATION COMPANIES REQUIREMENTS. MANUFACTURER FOR EXACT LOCATION, POWER AND CONNECTION 61 PROVIDE 1" SURFACE MOUNTED GALVANIZED RIGID METAL CONDUIT �o a
REQUIREMENTS. 44 PROVIDE 21" X 14" CONCRETE PULL BOX WITH GALVANIZED STEEL LID. UP CANOPY SUPPORTS. CONTRACTOR SHALL PROVIDE SURFACE w U] =Wd�
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14 FIRE ALARM TERMINAL CABINET. CONTRACTOR SHALL COORDINATE PULL BOX SHALL BE BOTTOM-LESS WITH A 12" BASE OF CRUSHER MOUNTED NEMA3R JUNCTION BOXES AS NEEDED IN ORDER TO J y= $ WITH ARCHITECT FOR EXACT LOCATION. 26 PROVIDE WALL MOUNTED, NEMA 3R JUNCTION BOX FOR CONNECTION RUN. CONDUITS SHALL BE STUBBED UP THROUGH THE BOTTOM OF MAINTAIN THE CEC ALLOWED NUMBER OF CONDUIT BENDS. 0 =nog o TO IRRIGATION CONTROLLER COORDINATE WITH LANDSCAPE PLANS THE PULL BOX WITH NYLON PULL ROPES. PROVIDE (1) 1-1/2" SCH 80 0 15 FOR EXTERIOR FIXTURES, PROVIDE MOTION DETECTORS THAT FOR EXACT LOCATION, POWER AND CONNECTION REQUIREMENTS. PVC CONDUIT FROM PULL BOX, UNLESS OTHERWISE NOTED ON THE 62 PROVIDE 1" SURFACE MOUNTED EMT CONDUIT ON CANOPY CEILING In &WOW� ❑ �_ 8
REDUCE LAMP WATTAGE BY 50°/a WHEN NO ONE IS PRESENT. FOR ALL PLANS. SEE DETAIL 2 SHEET E1.3 FOR CONDUIT ROUTING. STRUCTURE FOR CONNECTION TO SURFACE MOUNTED LED FIXTURES. " 14 ����� 1, EXTERIOR FIXTURES, PROVIDE PHOTOCELL CONTROLLED z7 PROVIDE JUNCTION BOX FOR CONNECTION TO FUTURE EV CHARGER z xc �J L W y Q q
45 STUB-UP CONDUITS AS INDICATED INTO LIGHTING CONTROL AND 63 PROVIDE NEMA3R JUNCTION BOX MOUNTED ON GALVANIZED W ASTRONOMICAL TIME CLOCK CAPABLE OF REDUCING LAMP WATTAGE STATION. w BY 50% AFTER BUSINESS HOURS, AND SHUTTING OFF POWER TO ALL POWER PANEL. UNISTRUT SUPPORTS FOR FUTURE GATE MOTOR. PROVIDE (2) 1" ❑ ���6 W EXTERIOR LIGHTING WITH PHOTOCELL CONTROL AT SUNRISE. z8 30, 4W, 2081120V, EUSERC APPROVED, MAIN SERVICE ENTRANCE CONDUITS BETWEEN JUNCTION BOXES, AND BACK TO COMMUNITY (, �Wm PHOTOCELL SHALL BE MOUNTED ON ROOF WEST FACING WITH 1/2" RATED DISTRIBUTION BOARD 'RES-1 2 3 4 5 6 7' AND 'COMM' FOR 46 PROVIDE UTILITY COMPANY 3-PHASE FUSE CABINET PER UTILITY BUILDING FOR POWER AND CONTROLS STUB-UP CONDUITS AT PANEL w U J ��zo RMC TO LIGHTING CONTROL & ASTRONOMICAL TIME CLOCK. COMMUNITY BUILDING. SEE SHEETS E4.1 THROUGH E4.7 COMPANY STANDARDS. CONTRACTOR TO COORDINATE WITH UTILITY CB-1 J PHOTOCELL OVERRIDE AND ASTRONOMICAL TIME CLOCK. ON/ OFF COMPANY FOR CONDUIT REQUIREMENTS AS WELL AS FINAL LOCATION LLI Lj o� 15 CONTROLS SHALL BE LOCATED AT THE PANEL. z9 PROVIDE UTILITY SERVICE POWER AND CONDUIT PER UTILITY AND SCOPE OF WORK. 64 PROVIDE 200A, 30, 4-WIRE PANEL 'WH' FOR POWER TO ELECTRIC J =ala 1 COMPANY REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE WATER HEATERS SHEET 16 OF 30 E001A
02/28/2023 PH 1 48 of 90

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STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA Indoor Lighting Indoor Lighting Indoor Lighting o NRCC-LTI-E Created 11119) CALIFORNIA ENERGY COMMIS SION NRCC-LTI-E Created 1111% CALIFORNIA ENERGY COMMISSION NRCCATI-E(Created 11/19) CALIFORNIA ENERGY COMMISSION r 1 CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E (3 m N o E.crr c-i .l Raoriris, r-ep on- r.. -rtI~ �'" Di7nrneer Vb'oaeacy: NIIVx NiA:1 ❑ ❑ ❑ Total Area of Work(ftz) 640 ❑ ❑ i] 0 ❑ ❑ Telephone,
Total Designed Watts CONDITIONED SPACES: 0 MPOE iEl ctriclal, mMechanical,T 0 l _ . .Man ual
I; = r,. z r Vbeancy: NAL% NiiAA n ❑ n C.COMPLIANCE RESULTS idRoos' I7F� Dienmer Table instructions:if any cell on this table says"DOES NOT COMPLY"or"COMPLIES with Exceptional Conditions"refer to Table D.for guidance. Designed Wattage:Unconditioned Spaces TRASH ROOM A111DtherS0pcerTVpp&,- AkithaPersoneb Ditnmerr Obc.�Sdnsoc• NA4 NiAA n ❑ r] 4 Allowed Lighting Power per§140.E b [Watts] Adjusted Lighting Power per 140.E a (Watts) Compliance Results 01 02 03 04 05 06 07 08 09 10 4 Lighting in 01 02 03 04 05 06 07 08 09 conditioned and Name or Modular Small Aperture Watts per How Wattage is Total number Exempt per Field Inspector CORRIDOR Ctferidds" Atathl:Persane DirnTrret r Ott.Sensrx NA x NIA-1 ❑ -f r] Adjustments Complete Luminaire description � z Design Watts Item Tag (Track)Fixture&Color Change luminaire determined luminaires §140_6La,�3 unconditioned Area Category Pass Fail 13 Complete Tailored a Total PAF Control Total Adjusted `NOTES:Controls with a"require a note in the space below explaining how compliance is achieved. spaces must not BuildingArea Category Additional §140.6 c 3 = Total Allowed Designed Credits = (Watts) OsMustbe?O8 F1 6"RECESSED LIGHT ❑ ❑ 13 Mfr.Spec, 7 ❑ 91 ❑ ❑ EX:Conference 1:Primary/Skylight Da fi htin Exem t because less than 120 watts o be combined for §140.6(c)2 §140.6ic]2G { } g ] fY 9 9� p f genera!lighting; Plan Sheet Showing Daylit Zones:
compliance for
140.fic1 {6( (-] (Watts) (Watts) 6140"6(a)2 *Includes 140.6 F4 4'SURFACEMOUNTED ❑ ❑ 25 Mfr.Spec' 4 ❑ 100 ❑ ❑ EXCEPTIONIto§130,1(d)2 14 1 {-) Adjustments Total Designed Watts UNCONDITIONED SPACES: 191 (See Table 1) (See Table 1) (See Table J) (See Table Q (See Table F) (See Table P) Conditioned: 0 0 = z 0 =
Unconditioned: 298 = 298 � 191 = 191 11 COMPLIES 5 Table Continued
CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:http:ll www.energy.ca.gavltitle24/2019standards November 2019 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance: http://www.energy.ca.gavititle24/2019standards November 2019 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:http:ll www.energy.ca.govltitle24/2019standards November 2019 UJ U W
STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA Indoor Lighting Indoor Lighting Indoor Lighting , U_J 00 CD
NRCC-LTI-E(Created 11/19) CALIFORNIA ENERGY COMMISSION NRCC•LTI•E(Created 11119) CALIFORNIA ENERGY COMMISSION NROC-LTi-E(Created 11/19) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E � 6 Project Name: 1304 N SANTA FE Report Page: Page 4 of 7 Project Name: 1304 N SANTA FE Report Page: Page 5 of 7 Project Name: 1304 N SANTA FE Report Page: Page 6 of 7 Project Address: 1304 N SANTA FE AVE,VISTA,CA 92083 Date Prepared: 07/11/2022 Project Address: 1304 N SANTA FE AVE,VISTA,CA 92093 Date Prepared: 07/11/2022 Project Address: 1304 N SANTA FE AVE,VISTA,CA 921383 Date Pre pared: 07/11/2022 I.LIGHTING POWER ALLOWANCE:COMPLETE BUILDING OR AREA CATEGORY METHODS M.ADDITIONAL LIGHTING ALLOWANCE:TAILORED FLOOR AND TASK LIGHTING 0 (47� NRCI-LTI-04-E-Must be submitted for two interlocked systems serving an auditorium,a convention center,a conference ❑ ❑ Table Instructions:Complete the table for each area complying using the Complete Building or Area Category Methods per 14§ 0.6fb1. Indicate if additional lighting power This Section Does Not Apply room,a multipurpose room,or a theater to be recognized for compliance, allowances per JL4p. or adjustments per§11q.qLi22 are being used. (J C NRCI-LTI-05-E-Must be submitted for a Power Adjustment Factor[PAF)to be recognized for compliance. ❑ ❑ Conditioned Spaces N.ADDITIONAL LIGHTING ALLOWANCE:TAILORED ORNAMENTAL/SPECIAL EFFECTS NRCI-LTI-06-E-Must be submitted for additional wattage installed in a video conferencing studio to be recognized for This Section Does Not Apply (7) C* compliance. ❑ ❑ 01 02 03 04 OS o6
Complete Building or Area Category
Allowed Area Allowed Additional Allowances/ 7 Area Description Density Wattage Adjustment o.ADDITIONAL LIGHTING ALLOWANCE:TAILORED VERY VALUABLE MERCHANDISE U.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE ® co Primary Function Area 2 (ft1)
(W/ft ) (Watts) Area Category PAF This Section Does Not Apply Table Instructions:Selections have been made based on information provided in previous tables of this document.if any selection needs to be changed,please explain why in � T 0 ❑ ❑ Table E.Additional Remarks.These documents must be provided to the building inspector during construction and any with '-A"in the form name must be completed through an TOTAL:i 0 1 See Tables J or P fordetafl P.POWER ADJUSTMENT:LIGHTING CONTROL CREDIT(POWER ADJUSTMENT FACTOR(PAF)) Acceptance Test Technician Certification Provider(ATTCP).For more Information visit: http://www.energy.co.goy/title24lattcalnroviders.htmi This Section Goes Not Apply
Unconditioned Spaces YES NO Form/Title Field Inspector Ol 02 03 04 05 06
Q.RATED POWER REDUCTION COMPLIANCE FOR ALTERATIONS Pass Fail Allowed Allowed Additional Allowances/
This Section Does)Vat Apply � r NRCA-LTI-02-A-Must be submitted for occupancy sensors and automatic time switch controls. ❑ ❑ Area Description
Complete Building or Area Category Density Wattage Adjustment Area 0 C, NRCA-LTI-03-A-Must be submitted for automatic daylight controls. ❑ ❑ a
t3 Primary Function Area (W/ft2) ] Area Category PAF (ft ) (Watts) R.SD%LIGHTING POWER FOR ALTERATIONS-CONTROLS EXCEPTIONS C j (_ NRCA-LTI-04-A-Must be submitted for demand responsive lighting controls. Li $ ELECTRICAL ROOM Electrical,Mechanical,Telephone Rooms 0.4 187 74.9 ❑ ❑ This Section Does NotApply C) (i NRCA-LTI-05-A-Must be submitted for institutional tuning power adjustment factor(PAF). ❑ ❑ M POE Electrical,Mechanical,Telephone Rooms 0.4 32 12.9 ❑ ❑ C] (07 NRCA-ENV-D3-F-Must be submitted for daylighting design power adjustment factors(PAF). Li TRASH ROOM All Other Space Types 0.4 211 84.4 El El 5.DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR(PAF] IThis Section Does NotApply
CORRIDOR Corridor 0.6 210 126 El El TOTAL: 640 1 299 See Tables J or P for detail T.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATI{7N VESSIO/yg1 Table Instructions:Selections have been made based an information provided in previous tables of this document.if any selection needs to be changed,please explain why in Table E.Additional Remarks.These documents must be provided to the building inspector during construction and can be found online at https.11ww2.energy.co.go AN DR EW R. r") J.ADDITIONAL LIGHTING ALLOWANCE:AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM title24 2019standords 2019 com fiance documents onresidential DocumentsINRCII w BALKWELL 9
Table Instructions:Please complete the table for all areas indicates!in Table I as using an additional allowance per the Area Category Method in Table 14D.6-C. Field Inspector rz Na E1$563 YES NO Form/Title
�K.TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE ® Pass Fail Ex � This Section Does Not Apply fi (^ NRCrun-01-E-Must be submitted for all buildings ❑ ❑ EC Z R1 Gp" \�
NRCI-LTI-02-E-Must be submitted for a lighting control system,or for an Energy Management Control System(EMCS),to be L.ADDITIONAL LIGHTING ALLOWANCE:TAILORED WALL DISPLAY [ C�' ❑ C �rc� recognized for compliance, OF C Al This Section Does)Vat Apply
10 Project Status 11 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:htto:// www.enerev.ca.goyltitle24/2019staridards November 2019 CA Building Energy Efficiency Standards 2019 Nonresidential Compliance:hUo;llwrww.energy.ca.gov/title2412019standards November 2019 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:htta:ll www.enerlty.ca.govltitle24/2019standards November 2019 No. Desci iption Date:
01 SiTE DIEV_PERMIT 22-1246

STATE OF CALIFORNIA
Indoor Lighting
NRCC-LTI-E(Created 11/19) CAIIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E 11 Project Name: 1304 N SANTA FE IReport Page: Page 7 of 7 1 Project Address; 1304 N SANTA FE AVE,VISTA,CA 92083 Date Prepared: 07/11/2022

DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
I certify that this Certificate of Compliance documentation is accurate and complete Documentation Author Name: Andrew Balkwell Documentation Author Signature:

Company: ARB Electrical Inc. Signature Date: 07/11/2022 Address: 1401 N.El Camino Real,Suite 201 CEA/HERS Certification Identification(if applicable):
12 City/State/Zip: San Clemente,CA,92672 Phone: (949)280-9743 1

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury,under the laws of the State of California:

1.The information provided on this Certificate of Compliance is true and correct.

2. 1 am eligible under Division 3 of the Business and Professions Cade to accept responsibility for the building design or system design identified on this Certificate of J D B # Compliance(responsible designer)

3.The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified on this C D P # Certificate of Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. DS D #

4.The building design features or system design features Identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. D A 13 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permits)issued for the building,and made available 1 ITE
to the enforcement agency for all applicable inspections-I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. c "=Wd�
Responsible Designer Name: Andrew Balkwell Responsible Designer Signature: $ =s -oar
Company: ARB Electrical Inc. Date Signed: 07/1112022 o R

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Address: 1401 N.El Camino Real,Suite 201 License: E18563 City/State/Lip: San Clemente,CA,92672 Phone: (949)280-9743 r� o CN
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STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA Z LU Outdoor Lighting Outdoor Lighting ,� Outdoor Lighting F2 a U o N ROC-LTO-E(Created 11/19) CAUFORNIA ENERGY COMMISSION NRCC-LTaE(Created 11/19) CALIFORNIA ENERGY COMMISS119 NRCC-LTO-E[Created 11/19] CALIFORNIA ENERGY C4MMI55119 �` W g U CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTO-E ICERTIFICATE OF COMPLIANCE NRCC-LTO-E LLI 7 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:http:/I www.encoU.ca.goy/title24/201,3standards November 2019 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:http:l/ www.energy.ca.gcvltitle2412O19standards November 2019 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:http:/I www.enern.ca.goy/title24/201,3standards November 2019 g0

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STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA Outdoor Lighting Outdoor Lighting Outdoor Lighting Q>�QVESSION NRCC-LTO-E(Created 11/19] CALIFORNIA ENERGY COMMI55119 NRCC-LTaE 1Created 11i19] CALIFORNIA ENERGY COMMI55119 NRCC-LTO-E(Created 11/19) CALIFORNIA ENERGY COMMISSION Q1 CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTD-E ICERTIFICATE OF COMPLIANCE NRCC-LTO-E ANDREW Re R.

Project Name: 1304 N SANTA FE port Page: N Page 4 of 6 Project Name: 1304 SANTA FE Report Page: Page 5 of 6 Project Name: 1304 N SANTA FE Report Page: Page 6 of 6 BALKWELL 9 9 Project Address: 1304 N SANTA FE AVE,VISTA,CA 92D83 jDate Prepared: 07/11/2022 Project Address: 1304 N SANTA FE AVE,VISTA,CA 92083 Date Prepared: 07/11/2022 Project Address: 1304 N SANTA FE AVE,VISTA,CA 92083 Date Prepared: 07/11/2022 No. E18563
Table Continued IN.EXISTING CONDITIONS POWER ALLOWANCE(alterations only) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT ® 41 Ex 12 31 22 Table Instructions:Please complete this table for areas using the 01 This Section Does Not Apply I certify that this Certificate of Compliance documentation is accurate and complete allowance calculations per 140.7. General Hardscape Allowance "Use it or lose it"Allowances(select all that apply) Ego T R\Gp is per Table 140.7--A while"Use It or lost it"Allowances are per General O.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Documentation Author Name: Andrew Balkwell Documentation Author Signature: �j ®
Table I40.7-8.indicate which allowances are being used to 0 Hardscape Company: ARB Electrical I nc. Signature Date: 07/11/2022 �{ expand sections for user input. Luminaires that qualify for one of Allowance ❑ Per Application ❑ Sales Frontage ❑ Ornamental ❑ Perpec Sificrea A Table instructions: Selections have been made based on information provided in previous tables of this document. if anyselectian needs to be changed,please explain why in Table F.Additional Remarks. These documents must he provided to the building inspector during construction and can be found online athttos:// www.energy.ca.gavl Address: 14U1 N.El Camino Real,Suite 201 CEA/HERS Certification Identification(if applicable):
the"Use it or lose it"allowances shall not qualify for another"Use itorlose it"allowance. -Table I(below) Table J Table K Table L Table M title24/20I9standards/2019 compliance documentslNonresidentia�Documents/NRCIJ City/State/Zip: San Clemente,CA,92672 Phone: (949)280-9743 Pro ect Status 1 �� Calculated General Hardscape Lighting Power Allowance per Table 140.7-A(LZ 2&3) YES NO Form/Title Field Inspector RESPONSIBLE PER50N'S DECLARATION STATEMENT l 02 03 04 05 06 07 1 08 1 09 10 Pass Fail I certify the following under penalty of perjury,under the laws of the State of California:

No. Description Bate
Area Wattage Allowance(AWA) Linear Wattage Allowance(LWA) Total General G 0 NRCI-LTfl-01-E-Must be submitted for all buildings. ❑ ❑ 1.The information provided on this Certlflcate of Compliance Is true and correct. 01 SITE DEV_PERMIT 22-1246 Area Description Surface Type Illuminated Allowed Density Area Allowance Perimeter Allowed Density Linear Allowance AWA+LWA 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Area ft2 WJft' (Watts) Length If W/If Watts (Watts � � NRCI-LTD-02-E- Must be submitted for a lighting control system;or for an Energy Management Control System(FMCS),to be ( ) ( ) ( } g ( ) j ) (Watts) ) recognized for compliance. ❑ ❑ Compliance(responsible designer) PARKING AREA Concrete 23,390 0.03 701.7 906 0.4 362A 1,064.1 3.The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified on this ENTRIES Concrete 414 0.03 12.42 216 0.4 86.4 98.82 P.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Certificate of Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations.

CORRIDOR Concrete 11957 0.03 58.71 395 0.4 158 216.71 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the Information provided on other applicable Table Instructions;Selections have been made based on information provided in previous tables of this document.if any selection needs to be changed,please explain why in compliance documents,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application.

STAIRS Concrete 620 0.03 18.6 280 0.4 112 130.6 �� Table E.Additional Remarks.These documents must be provided to the building inspector during construction and must be completed through an Acceptance lest Technician 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s)issued for the building,and made available 1 0 Certification Provider(ATTCP). For more information visit: http://www.eneray.ca.goo/title241afcp/providers.htmi to the enforcement agency for all applicable inspections.I understand that a completed signed copy of this Certificate of Compliance is required to be included with the YES NO Form/Title Field Inspector documentation the builder provides to the building owner at occupancy.

Initial Wattage Allowance for Entire Site(Watts): 3S6 Pass Fail Responsible Designer Name: Andrew Balkwell Responsible Designer Signature:

Total General Hardscape Allowance(Watts): 1,860.23 NRCA-LTO-02-A-Must be submitted for a I outdoor Iighti ng controls except for alterations where controls area added to 5 20 ❑ El Company: ARB Electrical Inc. Date Signed: 07/11/2022 luminaires.

J.LIGHTING ALLOWANCE.PER APPLICATION Address: 1401 N.El Camino Real,Suite 201 License: E18563 This Section Does Not Apply City/State/Zip: San Clemente,CA,92672 Phone: (949)280-9743 12 1K. LIGHTING ALLOWANCE:SALES FRONTAGE 1 This Section Does Not Apply
L.LIGHTING ALLOWANCE:ORNAMENTAL TDB # This Section Does Not Apply
CDP #
M.LIGHTING ALLOWANCE:PER SPECIFIC AREA
D5D #
This Section Does Not Apply
13 D~TE 1; Co o$
CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:http:/I www.energy.ca.gov/title24/201'3standards November 2019 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance:http:1/ www.energy.ca.govltitle2412019standards November 2019 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance: http://www.ene[ a.ca.goy/title24/2019standards November 2019 22 CN
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01 SITE DEV MRMIT 22-12-M
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1I LIGHTING PLAN
COMMON AREA LUMINAIRE SCHEDULE (PART OF TITLE 24)
12 TYPE SYMBOL VOLTS ATTAGE LAMPS FIXTURE DESCRIPTION MANUFACTURER CATALOG # 12 LAMP 6' RECESSED CAN LIGHT, EXTERIOR LITHONIA WF6 ADJ LED Fl 0 120 13 2700K RATED. PROVIDE ADDITIONAL LIGHTING 30K 40K 50K 90CRI BATTERY BACK-UP MODULE FOR EMERGENCY 90CRI mw JOB #:

FIXTURES W/90MIN. BATTERY CDP 4:

LED OUTDOOR LED WALL SCONCE THE LIGHTING BLT-ACBB-BR-CL 711- DSD 4:

F2 120V 11 5000K W/ PHOTOCELL AND BATTERY BACKUP SOURCE -WA-30K 13 108OLM 90CRI DATE: 13 LED POLE MOUNTED LED AREA FIXTURE DURA GUARD KH250 D 1X122 U IVTT col— !!E F3 120V 80 4000K WITH BUILT-IN MOTION SENSOR 40K C Z KA25A Ml p z
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LAMP 4' SURFACE MOUNTED LED STRIP FIXTURE LITHONIA ZL1N-L48-5000LM 14 F4 120V 25 5000K WITH BUILT-IN OCCUPANCY SENSOR ZLIN -L/LEN S-1 20-50K 14 90CRI PROVIDE ADDITIONAL BATTERY BACK-UP -90CRI-PLR-LSXR- �71 r--j a WlE FOR EMERGENCY FIXTURES W/9DWIN. BATTERY WCZ48 z LED LED EMT SIGN FIXTURES SHALL BE INTERNALLY LITHONIA PRECISE LRP-1-RC-120-TM

COLLECTION EDGE
EX 120 3.1 RED OR EXTERNALLY ILLUMINATED AT ALL TIMES. COLLEC Z/-Z I_5 FURNISH 9M AN EMERGENCY BACK-UP BATTERY LIT EXIT LIGHTS (D -Z 0 CAPABLE OF 90-0 OF UNINTERUM OPERATION LRP
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15 SHADED FIXTURE INDICATES EGRESS FIXTURE WITH 90 MIN. BATTERY BACKUP. SEE 15 GENERAL LIGHTING NOTES FOR ADDITIONAL INFORMATION
SHEET 19 OF 30 E l 10
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11 11 0 1I LIGHTING PLAN
COMMON AREA LUMINAIRE SCHEDULE (PART OF TITLE 24)
12 TYPE SYMBOL VOLTS WATTAGE LAMPS FIXTURE DESCRIPTION MANUFACTURER CATALOG # 12 LAMP 6' RECESSED CAN LIGHT, EXTERIOR LITHONIA WF6 ADJ LED Fl 0 120 13 27001K RATED. PROVIDE ADDITIONAL LIGHTING 30K 40K 50K 90CRI BATTERY BACE—UP MODULE FOR EMERCENCY 90CRI MW JOB #:

FIXTURES W/90MIN. BATTERY
CDP #=
LED OUTDOOR LED WALL SCONCE THE LIGHTING BLT-ACBB-BR-CL DSD #:

F2 120V 11 50001< W/ PHOTOCELL AND BATTERY BACKUP SOURCE —WA-30K .... ...... 13 10BOLM 90CRI DATE: 13 12 o�
LED POLE MOUNTED LED AREA FIXTURE DURA GUARD KH25Q D 1X122 U W s 6 O C
F3 120V 80 40001< WITH BUILT—IN MOTION SENSOR 40K C Z KA25A M1 z �r=g 70CRI AND PHOTOCELL. 25' MOUNTING OR S23 TIP cc 8269 LM HEIGHT ABOVE FINISH GRADE
LAMP 4' SURFACE MOUNTED LED STRIP FIXTURE LIT IONIA 2L1N—L48-5000LM 1 F4 120V 25 5000K WITH BUILT—IN OCCUPANCY SENSOR ZL1N —L/LENS-120-50K o n o 90CRI PROVIDE ADDITIONAL BATTERY BACK—UP —90CRI—PLR—LSXR— _P E R=, 14 MODULE FOR EMERGENCY RXTURES W/90MIN. BATIERY WGZ48 z 1 �
o�Gdr�
LED LED DOT SIGN FIXTURES SHALL BE INTERNALLY LITHONIA PRECISE LRP—I—RC-120—TM Ex 120 3.1 RED OR UMNALLY ILLUMINATED AT ALL IMES. COLLECTION EDGE ca �L7 FURNISH WTH AN EMERGENCY BACK—UP BATTERY LIT EXIT LIGHTS CAPABLE OF 904IN CF UNINTERUPTED OPERAIION LR P
J "o"9
L4o go
15 SHADED FIXTURE INDICATES EGRESS FIXTURE WITH 90 MIN. BATTERY BACKUP. SEE mms.k 15

GENERAL LIGHTING NOTES FOR ADDITIONAL INFORMATION
SHEET 20 OF 30 E 111
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1 p Project Status 10 No. Description Date
01 SITE DEV-PERMIT 22-12-05
11 11

IGENERAL LIGHTING PHOTOMETRIC PLAN
12 12 Luminaire Schedule JOB #:

Symbol Qty Label Arrangement Description LLF Total Lamp Lumens CDP4:
&0 9 KH25QD1Xll2U4K with KH25GS Single KH25QD1Xll2U4K with KH25GS 0 . 900 N . A. DSD4:
18 ZL1D_L48_5000LM FST MVCLT 40K Single ZL1D L48 5000LM FST MVbLT 40K 1 . 000 N . A. , -` DATE:
13 MD 12 77221 BEGA IFS - - - Single 1 . 000 N . A. m 13 0 22 HC420DO10-HM412830-41MDW Single HC420DO10-HM412830-41MDW 1 . 000 N . A. ,k �] Z �_ Lrc Calculation Summaryo
Label CalcType Units Avg Max Min Avg/Min Max/Min _rw CalcPts 1 Illuminance Fc 3 . 81 49 . 8 0 . 0 N . A . N . A . °aMIT? �a 14 J o`�B 14 CalcPts 2 Illuminance Fc 14 . 44 25 . 0 6 . 3 2 . 29 3 . 97 W O
2 u b
CalcPts 3 Illuminance Fc 14 . 25 24 . 2 6 . 6 2 . 16 3 . 67 o=-oJ oP-d,
CalcPts_4 Illuminance Fc 12 . 53 24 . 7 6 . 2 2 . 02 3 . 98 i . (*W ag= Ed W 4 E m
CalcPts_5 Illuminance Fc 16 . 28 21 . 2 7 . 1 2 . 29 2 . 99 =amV=4 Z Q
CalcPts 6 Illuminance Fc 0 . 88 5 . 6 0 . 3 2 . 93 18 . 67 �� " W �o=��
o=�W=
15 CalcPts_7 Illuminance Fc 17 . 55 29 . 2 11 . 8 1 . 49 2 . 47 � 15 CalcPts 8 Illuminance Fc 14 . 02 28 . 7 4 . 6 3 . 05 6 . 24 SHEET 21 OF 30 E21 0
1 A I B I G I D I E I F I G I H I i I K I L I M I N I p 1 0 1 R S 02/28/2023 PH 1 53 of 90

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10 Project Status 10 W W
No. Description Date
01 51TE DEV-PERFAIT 22-12-05
11 11 12 11 GENERAL LIGHTING PHOTOMETRIC PLAN 12 I
Luminaire Schedule
JOB #:

Symbol Qty Label Arrangement Description LLF Total Lamp Lumens &0 9 KH25QD1X112U4K with KH25GS Single KH25QD1Xll2U4K with KH25GS 0 . 900 N . A. CDP # 18 ZL1D_L48_500OLM_FST_MVOLT_40K Single ZL1D L48 500OLM FST MVOLT 40K 1 . 000 N . A. DSD # 13 M0 12 77221_BEGA_IES Single 1 . 000 N . A . DATE: 13 p 22 HC420DO10-HM412830-41MDW Single KC420D010-HM412830-41MDW 1 . 000 N . A . t� o �o=W�
7 Calculation Summary L_ =�t� gig
Label CalcType Units Avg Max Min Avg/Min Max/Min 2 �WW Calcpts 1 Illuminance Fc 3 . 81 49 . 8 0 . 0 N .A . N . A . o n o �����
14 CalcPts 2 Illuminance Fc 14 . 44 25 . 0 6 . 3 2 . 29 3 . 97 JFZ a=¢g 14
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Fc 14 . 25 24 . 2 6 . 6 2 . 16 3 . 67 W o Sr-
CalcPts 4 Illuminance Fc 12 . 53 24 . 7 6 . 2 2 . 02 3 . 98 a2pdw {�j W Q W[•�
CalcPts_5 Illuminance Fc 16 . 28 21 . 2 7 . 1 2 . 29 2 . 99 LJJ 4= m� CalcPts 6 Illuminance Fc 0 . 88 5 . 6 0 . 3 2 . 93 18 . 67 Z � _ CalcPts_7 Illuminance Fc 17 . 55 29 . 2 11 . 8 1 . 49 2 . 47 LJJ O M�4 W
15 CalcPts 8 Illuminance Fc 14 . 02 28 . 7 4 . 6 3 . 05 6 . 24 � '���� 15 ='tea
SHEET 22 OF 30 E21
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x 01 SITE DEV-PERMIT 22-12-05 11 11 l l EMERGENCY LIGHTING PHOTOMETRIC PLAN
12 Luminaire Schedule 12 Symbol Qty Label Arrangement Description LLF Total Lamp Lumens &0 9 KH25QD1K112U4K with KH25GS Single KH25QD1Xll2U4K with KH25GS 0 . 900 N . A.

JOB #:
18 2L1D_L48_5000LM_FST_MV0LT_40K Single ZL1D L48 5000LM FST MVQLT 40K 1 . 000 N . A.

COP #:
1=0 12 77221_BEGA_IFS Single 1 . 000 N . A. oso #
0 22 HC420D010-HM412830-41MDW Single HC420D010-HM412830-41MDW 1 . 000 N . A. j 13 ...E DATE: 13 Calculation Summary
oo�=�
Label CalcType Units Avg Max Min Avg/Min Max/Min J =�t CalcPts 1 Illuminance Fc 3 . 81 49 . 8 0 . 0 N . A . N . A .

CalcPts 2 Illuminance Fc 14 . 44 25 . 0 6 . 3 2 . 29 3 . 97 (] �] �om�ME
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CalcPts_5 Illuminance Fc 16 . 28 21 . 2 7 . 1 2 . 29 2 . 99 W C: � UE CalcPts 6 Illuminance Fc 0 . 88 5 . 6 0 . 3 2 . 93 18 . 67 2.

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15 15 r�xa SHEET 23 OF 30 E220
02/28/2023 PH 1 55 of 90

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1 01 51TE DEV.PERMIT 22-12-M 11 � 11 0 l l EMERGENCY LIGHTING PHOTOMETRIC PLAN
I
12 Luminaire Schedule 12 Symbol City Label Arrangement Description LLF Total Lamp Lumens 0 9 KH25QD1Xll2U4K with KH25GS Single KH25QD1Xll2U4K with KH25GS 0 . 900 N . A. 18 ZL1D L48 500OLM FST MVOLT 40K Single ZL1D L48 5000LM FST MVOLT 40K 1 . 000 N . A. J08 #:

Izo 12 77221 BEGA IES Single 1 . 000 N . A. CDP # 0 22 HC420DO10-HM412830-41MDW Single HC420DO10-HM412830-41MDW 1 . 000 N . A. /� DSD # 13 DATE; 13 Calculation Summary �o o Label CalcType Units Avg Max Min Avg/Min Max/Min om�E! CalcPts-1 Illuminance Fc 3 . 81 49 . 8 0 . 0 N .A . N . A. J E W W
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CalcPts_7 Illuminance Fc 17 . 55 29 . 2 11 . $ 1 . 49 2 . 47 J 0 4W2� CalcPts 8 Illuminance Fc 14 . 02 2$ . 7 4 . 6 3 . 05 6 . 24 W ~ _-�_� 0 `a oe�a
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SHEET 24 OF 30 E22
02/28/2023 PH1 56 of 90

P22 =0181
GENERAL NOTES W. BOBIER E. BOBIER LEGEND

1. TOTAL PROJECT AREA: DR.

GROSS: 1.294 ACRES DESCRIPTION STANDARD SYMBOL QUANTITY NET: 0.875 ACRES - -

2. EXISTING LOTS: 1 PROJECT BOUNDARY

3. PROPOSED LOTS: 1 K � Q STREET CENTERLINE

4. UTILITY LAYOUTS SHOWN ARE PRELIMINARY AND MAY BE MODIFIED W. INOIAN U Q W SITE LOT LINE DURING FINAL DESIGN W_ 3 �^ ROCK RD. a u1 6" CURB

5. WATER QUALITY TREATMENT AND B.M.P.'S ARE SHOWN FOR p W INFORMATION ONLY. FINAL SIZE AND LOCATION SHALL BE REVIEWED v 0 6" CURB AND GUTTER AND APPROVED MINISTERIALLY. 2

6. GRADING SHALL BE IN CONFORMANCE WITH CITY OF VISTA ORDINANCE. o S4WCUT LINE

7. ALL DWELLINGS SHALL HAVE AUTOMATIC FIRE SPRINKLERS PER NFPA Q SIDEWALK 13D. 1n CANANEA

8. TRASH COLLECTION AND OTHER SERVICE AREAS. NOTE: TRASH ST. 15 DRIVE AISLE ASPHALT PAVEMENT ENCLOSURES MUST BE COVERED, SCREENED BY A DECORATIVE 2 MASONRY WALL OF NOT LESS THAN SIX (6) FEET IN HEIGHT, KELLEEN "^ PARKING AREA ASPHALT PAVEMENT ENCLOSED BY METAL GATES, AND DESIGNED TO BE COMPATIBLE WITH DR. A�N THE MAIN BUILDING. REFER TO SECTION 18.58 OF THE DEVELOPMENT VICINITY MAP PAGRIND

OVERLAY ASPHALT
CODE FOR DETAILS.

9. THIS PROJECT LIES OUTSIDE OF THE BASE FLOOD ELEVATION WITHIN NOT TO SCALE \ ZONE X PER FIRMETTE 06073C778G. ZONE AND PANEL .... FULL DEPTH AC PATCH PROJECT DESCRIPTION PERVIOUS PAVERS (73D) PEDESTRIAN RAMP LEGAL DESCRIPTION OWNE APPLICANT CATCH BASIN 0 POR77ON OF LOT 9 IN SEC77ON 13, TOWNSHIP 11 SOUTH, RANGE 4, WEST, DK SANTA FE, LLC BROOKS BOX ❑® SAN BERNARDINO MERIDIAN, IN 774E COUNTY OF SAN DIEGO, STATE OF 10625 SRIPPS RANCH BLVD. SUI7E F TRENCH DRAIN CALIFORNIA SAN DIEGO, CA 92131 CLEAN OUT

UTILITY PROVIDERS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION R CIVIL ENGINEER DRIVEWAY SRF-OSA ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, R FOR EMERGENCY STEPHEN C. OTT ASSISTANCE CALL:
3990 RUFFIN RD., SU17E 120 DIRECTION OF DRAINAGE UNDERGROUND SERVICE ALERT (800) 422-4133 SAN DIEGO, CA. 92123 SLOPE (2:1 MAX., U.O.N.) _ Y= '° Y=9' UNDERGROUND SERVICE ALERT (SDG&E) (800) 227-2600 858-560-1141 EASEMENT LINE SAN DIEGO GAS & ELECTRIC (EMERGENCY) (800) 411-7343 PACIFIC BELL TELEPHONE CO. (EMERGENCY) (DIAL) 611 PROJECT ARCHITECT WATER LATERAL VISTA IRRIGATION DISTRICT (ENG. DEPT) (760) 597-3116 ARCH17ECTS LOCAL VISTA IRRIGATION DISTRICT (EMERGENCY) (760) 597-3131 710 137H ST, STE 307 FIRE SERVICE LATERAL COX CABLE (EMERGENCY) (760) 599-6063 SAN DIEGO, CA 92101 n ADELPHIA COMMUNICATIONS (EMERGENCY) (760) 438-7741 619-535-0537 SEWER LATERAL CITY R VISTA (MAIN NUMBER) (760) 726-1340 STORM DRAIN SD CITY OF VISTA (ENG. DEPT. DIRECT LINE) (760) 639-6111 LANDCAPE ARCHITECT CITY OF VISTA AFTER HOURS EMERGENCY DISPATCH FOR SEWER 2" WATER SERVICE MANIFOLD (PVT BACKFLOW) ==* SPILLS OR STORM DRAIN CONTAMINA71ON CALL NORTH COMM DISPATCH IN-SITE LANDSCAPE ARCHITECTURE, INC. (EMERGENCY) (858) 756-3006 2907 SHELTER ISLAND DR j'f05-417 NO. OF' PARKING SPACES f SAN DIEGO, CA 92106
LIST OF ABBREVIATIONS 619-795-7603 RETAINING WALL AC. ACRE
B.W BOTTOM OF WALL MAX. MAXIMUM SOILS ENGINEER VOHS 7G FUTURE SPOT ELEVATIONS aoo.DD
CENTERLINE MOD. MODIFIED CONSTRUCTION & ENGINEERING, INC.

C.B. CATCH BASIN W.D. .A.P. NOT AAAR 1LAND SYSTEM ESCONDIDO,1441 ECA.ROAD, SUITE92026 115 BUILDING II-I� yell C.M. D. CARLSBAD MUNICIPAL D.C. ON CENTER WATER DISTRICT it PROPERTY LINE
C.O.C. CITY OR CARLSBAD
C.O. CLEANOUT P.P. POWER POLE ESTIMATED GRADING QUANTITIES C.Y. CUBIC YARD P.C.C. PRTLAND CEMENT � .® DIA. DIAMETER CONCRETE DESCRIPTION OUAN77TY TRASH ENCLOSURE 0 D.F. DEEPENED F0077NG PKWY. PARKWAY CUT 1900 CY.

D.G. DECOMPOSED RAN17E PVT. PRIVATE FILL 200 CY. PROPOSED SIGN D.U. DWELLING UNIT R/W, R.O.W. RIGHT-OF-WAY EXPORT 1700 CY.

DWG. DRAWING R.C.P. REINFORCED CONCRETE IMPORT N/A BMP RAISED BIORLTRATION (BF-1) PLANTER DWY.EXIST
DRIVEWAY PIPE NOTE. QUAN7771ES ARE FOR PERMIT PURPOSES ONLY.

EXIST. EXISTING SDRSD SAN DIEGO REC0NAL CONTRACTOR SHALL CONFIRM ALL QUANTITIES E.O.P. EDGE R PAVEMENT STANDARD DRAWING HMP TANK E.O.E. S.C.O. SEVER CLEANOUT
ELECTRIC OVERHEAD S.D.C.O. STORM DRAIN C EANOUT MODULAR WETLAND ELEV. ELEVATION S.M.H. SEWER MANHOLE ASSESOR'S PARCEL NUMBER F.G. LOWLINE SIM. SIMILAR EXISTING STORM DRAIN PIPE F FINISHED GRADE S.F. SQUARE FEET 161-251-30-00 F.F. FINISHED FLOOR STA. STA77ON EXISTING CONTOUR 400^� F.S. FINISHED SURFACE S.G. SUBGRADE
G.F. GARAGE FLOOR ST. LT. STREET LIGHT EXISTING SPOT ELEVATION 400 G7R. GUTTER S/W SIDEWALK

EXISTING CURB AND GUTTER
H.P. HIGH POINT TEMP. TEMPORARY
H.M.P. HYDROMODIFICA71ON TYR TYPICAL EXISTING STRIPING MANAGEMENT PLAN T.B. THRUST BLOCK EXISTING GAS c c LE. INVERT ELEVATION T.C. TOP R CURB EXIS77NG ELECTRIC E L.G. LIP R GUTTER T.W. TOP R WALL EXISTING SEWER MAIN S ----C>- L.I.D. LOW IMPACT DEVELOPMENT U.N.O. UNLESS N07ED OTHERWISE EXISTING WATER MAIN w w L.P. LOW POINT V.C.P. VI7RIFlE0 CLAY PIPE MIN. MINIMUM EXISTING RECLAIMED WATER MAIN -Rw Rw EXISTING FIRE HYDRANT Nm
EXISTING FENCE X X
SHEET INDEX EXISTING STREET LIGHT 0--q

1. 7771E SHEET
IPRELIMINARY S17E/GRADING PLAN EXISTING BUILDING 3 J. S17E SEC77ONS

4. SLOPE ANALYSIS

5. PRELIMINARY BMP PLAN STREET TREE o

6. BMP DETAILS
3 0
M
O
CITY OF VISTA a
SIGNATURE BLOCK w
SIGNATURES CONSTITUTE THAT ALL PLANS, SPECIFICATIONS, GUARANTEES, CITY of VISTA Z AND OTHER REQUIREMENTS NECESSARY FOR ISSUANCE OF A BUILDING u� PERMIT CONFORMING TO THIS SITE DEVELOPMENT PLAN/SPECIAL USE z

PERMIT/PLOT PLAN HAVE BEEN COMPLETED AND APPROVED BY THE APPROPRIATE DEPARTMENT PRELIMINARY SITE PLANS FOR, ry 1304 N. SANTA FE
y �QOF Es51SB&OZ TITLE SHEET N O 9( PLANNING DEPARTMENT DATE D1 SITE DEV.PERMIT 22-12T6 a
O Fyc ADDRESS: 1304 N. SANTA FE, VISTA CA. 92084 v 1^ ENGINEERING DEPARTMENT DATE
No.C70666 a PLANNING ENGINEERING SURVEYING N # * 3990 Ruffin Road, Suite 120 SHEET 25 OF 30 `Pi O�VI1' 3 San Diego, Ca. 92123 FIRE DEPARTMENT DATE 9TP OF G oe� 959-560-1141 NO. DESCRIPTION DATE 858-560-81 57 Fax PUBLIC WORKS DEPARTMENT DATE

PROJECT REVISIONS
a
02/28/2023 PH1 57 of 90

P22 =0181

CONSTRUCTION NOTES
❑1 6" V.C.P. SEWER AT 3.4% PER CITY OF VISTA DWG. NO. NS 0288. ❑ S.M.H. MH/12 362.77 I.E. PER CITY OF VISTA DWG. NO. NS 0193.
❑3 8" V.C.P. SEWER PER CITY OF VISTA DWG. NO. NS 0193. I / ❑ 0193.. MH 356.98 I.E. PER CITY OF VISTA DWG. NO. NS6" AC. WATER PER VISTA IR / ❑ DING. NO. D-1175
(APPROXIMATE LOCATION, WILLGNEED TO BE FIELD VERIFIED PER N / CITY ENGINEER). g ❑6 DWG. NOMH02
3414-8.7 I.E. PER CITY OF VISTA
❑7 EXIST. TYPE C-1 INLET L=20, 0=20.2 C.F.S., 358.72 T.C.

C=T.C.-5.19, PER CITY OF VISTA DWG. NO. D 3303-206. ❑ 36" R.C.P. STORM DRAIN PER CITY OF VISTA DWG. NO.

D 3303-20B.
❑ .97 IN 36" STORM 2DR�N, 351.77 OUT 36"IM, 352.47 IN JOn SORM DRAIN, ORAIN, I ADJACENTSTORyCEL (E) I I / / ` // / ADJACENT STORY PARCEL (E) / OU151DE TOP OF TAW
PER CITY OF VISTA DWG. NO. D 3303-128. RESIDENTIAL I I I n / / / COMMERCIAL / / / 360.5 INSIDE TOP OF TANK 364.8 T.W. 373.0 F.G. (t373.8) S.G. `. 356.25 F.L. OUT (f364.0) S.G. 362.0 F.G. 10 36" R.C.P. STORM DRAIN, PER CITY I.E. VISTA DWG. NO. , 3303-12B. 372.0 F007ING TYPE " " . . 61.0 FOOTING S.M.H. MH/30, 359.36 RIM, 349.17 E. IN (INDIAN ROCK), 365.0 F.G. / EXIST. RETAINING ii 346.17 I.E. IN (CANANEA ST), 345.5 LE. OUT (N. SANTA FE), EN CMU FENCE. BEGIN 6' I I 366.5 F.G. '364.0 FOOTING l / 360.25 GR. WALLcc PER CITY OF VISTA DWG. N0. D 3414-8. WTI VINYL FENCE ATOP i 365.5 F0011NG / 364.8 T.W. 358.25 FL 12" OU 1P 10" AC. WATER PER VISTA IRRIGATION DWG. N0. D-1175 (374.0) E.G. RE I SUBDIVISION BOUNDARY 362.4 F.G. f 23 II (361.8) T.C. 369.8 FG / 36Z6 F.G. 19 (TYP.) 36L4 F0071N 361.8 F.G. `I APPROXIMATE LOCATION, WILL NEED TO BE FIELD VERIFIED PER 19 i. 4 BIKE LANE ( 368.8 FOOTIIJG. 366.E F 07ING 360.8 FOOTING ") ENGINEER OF WORK). :IE78ACk
I� _ _ _ � N8972'OS W 3 12' 13 30" R.C.P. STORM DRAIN PER CITY OF VISTA DWG. NO. D 3303-12B. S- �, , . ' -• - - - _ ❑ TYPE A-4 S.D.C.O., 353.27 f IN 24" STORM DRAIN (BOTH), BEGIN 6' CMU / // r • • _ _• - 1.8X1 - o - 14 35287 OUT 30" STORM GRAIN PER CITY OF VISTA DWG. NO. FENCE ATOP // j/ m g 66.3 .C. p� - - 12" STORM a D 3303-128. RETAINING WALL.///j / / ro ,} !�' m r. ,� , DRAIN 100 361.

PER LANDSCAPE /// / " m I o e 60.8 F.S. >� 53.9 15 24" R.C.P. STORM DRAIN, Q100=9.9 C.F.S. 'SHEET MISSING /// I I 36 HM TA K i 1 0 10' 2g f J PER CITY OF VISTA DWG. NO. D 3303-23. DETAILS / //j/ S �j3) I • 1,280 SF. ti 4.0' DEEP 7 • �. N v 50' S0' 9 ,g EXIST. TYPE C-1 INLET PER L=13; 0=9.9 C.F.S., 359.98 T.C., FL=353.81 X�r/, 30 12 IN / _ 361. F.F.

PER CITY OF VISTA DWG. NO. D 3303-19. 3644 (7YP) 9 EXIST. STRUCTURE TO - - '63'3 1 " SD 60.d SG�. 2 17 /% (TYP.) BE REMOVED = SB 4'xl5' M.W.S. 17 10" P.V.C. SEWER PER CITY OF VISTA DWG. NO. D 3414. /❑ 371.5 FOOTING / ; . , . . ? 4 EXIST. DRIVEWAY APRON TO BE DEMOLISHED AND ^ - ••• 3626 G.B. bi" 29 710 18 REPLACED WITH CURB, GUTTER, AND SIDEWALK. / .�i 31 o I ,� s• "+ • ' 21 `° M a-4" FIRE wa- i 32' of (71). - 20 vwa �. a Fw - Fwa I 362.1 G.B. EXIST. STRUCTURE w 32 / �a a APPROX. 19 EXIST. U77UTY POLE TO BE UNDER GROUNDED. mv/// 0 TO BE REMOVED - 25 LOCATON OF 6' CMU FENCE 4" WATER 363.2 F.S. • 4 • EXIST. WATER / I I 4" WATER 4" IRE . 16 - 3 / '1 °( 3 8 - - ---(W6) -_- (W6)- C' _--- )---- (W6) --(W6)-----(W6) ---�(W6) ----(W6�- ( 6) s (W6 6 33 FULL DEPTH AC PATCH AIR 4" r) / \ 361.4 RIM 10 11LIZ NEW DRIVEWAY PER CITY OF VISTA STANDARD DRAWING / \ \ BMk 7REE 34 SRF-05A W INDIAN ROCK ; ROADS _ _ _ _ _ _ _ _ _ _ � _ _ _ _5 _ _ _ _ _ _� _ WELL. 29_ _ 3 12 35 PERVIOUS PAVER UNIT ENTRY WALKWAYS T 36 HMP STORAGE TANK PER OR APPROVED EQUIVALENTDETAIL 6 R/W / N 37 MODULAR WETLAND SYSTEM (MW5) PER / DETAIL 6 OR APPROVED EQUIVALENT / / EXIST. F.H. - - - - - - - _ - - a - - - - - - - - - - - - - - - - - - - - - -
(E) 1-STORY / (E) 1-STORY qqc RESIDEN77AL RESIDENTIAL
(E) i-STORY /

RESIDENTIAL
/ y o / N (E) 1-STORY g / II COMMERCIAL P / 3 N v
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EASEMENT NOTES GRAPHIC SCALE CITY of VISTAzs (DSDG&E. PUBLIC UTILITIES, INGRESS AND EGRESS. z z
APRIL 4, 191 Z BOOK 722, PAGE 183 DEEDS. o PO COUNTY OF SAN DIEGO. PUBLIC ROAD. AUGUST 17, 1926. 20 0 20 40 60 BOOK 1117, PAGE 478 O.R. w I SQ /� O3 THE VISTA IRRIGATION DISTRICT PIPELINES. OCTOBER 24, 1-/ / Y 304 N. NTA FE FAVOR
BOOK 1112, PAGE 490 DEEDS. NOT AND
PUBLIC
ti o g�FESS�oN,q BB&OZ PRELIMINARY SITE/GRADING PLANFAVOR OF CHARLOTTE BURGHARD, ROAD AND PUBLICe o� sire oev.reamer zz-iz-0sUTILITIES. MARCH 21, 1944. BOOK 1659, PAGE 51 O.R. ti� p�' 0 2c ADDRESS: 1304 N. SANTA FE, VISTA CA. 92084 0 O SDG&E. PUBLIC UTILITIES, INGRESS, AND EGRESS. JANUARY W '^ o
14, 1927. BOOK 2324, PAGE 211, DOCUMENT N0. 4158 O.R. No.C7o666 a PLANNING ENGINEERING SURVEYING c`V O7 CITY OF VISTA. PUBLIC HIGHWAY. FEBRUARY 19, 1968. * * 3990 Ruffin Road, Suite 1 20 SHEET 26 OF 30 w
sr Civt� : Sen Die o, 114 92123
INSTRUMENT N0. 1968-28180 O.R. yTF &?` 9 � 656-56C.}1 141
9O SDG&E. PUBLIC UTILITIES, INGRESS, AND EGRESS. or C N0. DESCRIPTION DATE P22- 0181 8 JANUARY 21, 1972. INSTRUMENT NO. 1972-16581 O.R. H58�60-H157 Fax o

PROJECT REVISIONS
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P22 =0181
ww
561,7w E- 1 tdF w FACE OF 4 STORY

BUILDING T

SHOWN TOROOF)
I
N S4 A
TAN 19' PARKING Nt � AVE EXIST. GROUND

20.00' ROAD EASEMENT TOzmc 6" CURB 24' BE DEDICATED AS RIGHT—OF—WA_ Y — � 40' 70�
— _ ENTRANCE5.00' 30• EXIS 4 6" CURB UNIT 365. 7 IT B COURTYARD ITIER 365.0 SG — — ,2 _
UNITE UNIT F ROO
. — 361.1 FF UNIT G _ 0.6 FF DEEPENED FO0 NG 60.4 SG 359.4 SG 359.9 SG D N0. NS 0193
SHEET 1 OF 30 PROPOSEFINISHED PROP. SIDEW GROUND EXTENSION
EXIST. SIDEWALK EXI T. 10" AC.
--EXIST. 30" STORM DRAIN
DWG NO. D 3303-12B SEWER PER DWG N0. 1175 .QSITE SECTION I
NO. D 3314-8
3 SCALE: 1" = 20'(H), I" = 10'(V)

BUILDING (NOT
SHOWN TOR ) 50.9'
R
ROAD
60'
ROAD PROFPSED FINISHED-
EASEMENT ID' GROUfVD
TO BE

DEDICATED
AS
RICHT-OF-WAY PARKING

PARKING
20' 24.00'
SAWCUT NIT B DRIVE ISLE —
LINE 3 5.7 FF
— 3 5.0 SG 3.Do, I�
XIST. GROUND PR P. RETAINING WALL
3' RIBBON
EXIST. V.C.P. EXIST. 6" AC. p 77ER 6" CURB NO. NS 0193 N0. 1175 SIDEWALK IN SECTIONS WHERE FIRE SERNCE EXIST. DRIVEWAY WAS REMOVED
B SITE SECTION 2
3 SCALE: i" = 200(H), I" = Io'(V)

BUILDIN (NOT
R W ROA10 APPROX. LOCATION R f 68.78' OF EXIST 1-STORY
ROAD
EASEMENT 12' 10.1'
EXIST. BLOCK WALL
TO REMAIN. PROTECT 20.1' o Iry

10.00'
Y0' IST. GROUND
COMMUNITY ROOM UNIT 2
360.6 FF
360. 1 SG 360.4 S 4" CLEAR APP OX. F.F.

EXIS 6" AC. OF E 1ST.

PROP. AISE S11DEWA g NO. 1 75 P pp, BUIL ING
BMP S DETAIL f4'4" R TAINING WALL a w
SEWER PER DWG PROP. PVT 12" F NO. NS 0193 GUTTER & SIDEWALK STORM DRAIN CITY of VISTA z EXIST. 36" R.C.P. STORM DRAIN
PER DWG NO. D 3303-20B c C SITE SECTION
3 SCALE: i" = 20'(H), 1" = 10'(V) QROFESS/ON 1304 N. SANTA FE µ. scy FSE3&i El SITE SECTIONS ti� JP PO Zc 01 SITE DEV.PERMIT 2212-0 a 0 ) z
ADDRESS' 1304 N. SANTA FE, VISTA CA. 92084 0 m
o No.C90443 a s PLANNING ENGINEERING SURVEYING r 3990 Ruffin Road, Suite 120
�9r CIV I\. San Diego, Ca. 92123
SHEET 27 OF 30
F OF CnUf� 8513-560-1141
B5B-5BI 57 Fax NO. DESCRIPTION DATE P22- D�Cg� 8ss

PROJECT REVISIONS
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P22 =0181
LEGEND SYMBOL

BOUNDARY LINE
EX. LOT LINE —

CENTERLINE

RIGHT-OF-WAY LINE
Slopes Table BUILDING Number Minimum Slope Maximum Slope Color AREA (SOFT) AREA (ACRES) WOOD FENCE 1 5.00% 5.00% 5472.11 0.126 CHAIN LINK FENCE - - X- - - 2 5.00% 10.00% � 5472.11 0.126 CURB 3 10.00% 15.00% 1058.62 0.024 EDGE OF CONCRETE 4 15.00% 25.00% 323.35 0.007 TIE LINE ONLY 5 25.00% 5000.00% 3025.49 0.069 EASEMENT LINE ADJACENT PARCEL (E) M`O /
1-STORY ADJACENT PARCEL (E) BUILDING CANOPY - - - - - - - - .� �- 1-STORY
RESIDENTIAL ' COMMERCIAL

EDGE OF PAVEMENT
(f373.8) S.G. �. (f364.0) S.G.

I ' RETAINING WALL v v EXIST. RETAINING
ALL ZONING SETBACK LINE
/ SUBDIVISION BOUNDARY(TYP.) EXISTING CONTOURS -395 EXISTING VEGETATION * � `w'
trr�,}q
_ llll
II
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� °La 1 TOPOGRAPHICAL SOURCE FIELD SURVEY AND BOUNDARY CONDUCTED BY SB&O, INC.
2 ° °� I /IIy/ DATED APRIL, 29, 2021. z _
_ _
LAI
Q . NOTE:

THE PROPERTY IS 100% DISTURBED FROM THE
U / PREVIOUS DEVELOPMENT. THERE ARE NO — % NATURAL SLOPES ONS17E.

Rif,
— we -ROAD _
W. BOBIER E. BOBIER
\ DR. DR. \ \ I.
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A VICINITY MAP
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U E
RESIDENTIAL a RESIDENTIAL of (E) 1-STORY o

RESIDENTIAL
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CITY of VISTA z
z
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QPpFE5510�� P2 BB&O SLOPE ANALYSIS a <o U SQ 01 SITE DEV.PERMIT 2 12-05 y ti o R o Z ADDRESS 1304 N. SANTA FE, VISTA CA. 92084 0 Z M
A a PLANNING ENGINEERING SURVEYING N M No.csoaa3 3990 Ruffin Road, Suite 120
# * SHEET 28 OF 30 .h GRAPHIC SCALE sr c �l� : San Diego, Ca. 92123 o N "TF �? 858-560-1141Office P22- 0181 0P c 85157 Fax NO. DESCRIPTION DATE w 20' 0 20' 40' 60' a o

PROJECT REVISIONS
0 a
02/28/2023 PH1 60 of g6340.O2

P22 =01 &ql

DMA AND BMP SUMMARY TABLE

DMA & BMPSUMMARYTABLE
3 SEMI-PER ADJUSTED FLOWRATE FLOWRATE
DMA TOTAL AREA IMPERVIOUS IMPERVIOUS PERVIOUS V/OUS /MPERVAREA DCV REQUIRED aSv PROVIDED BMP TYPE/STANDARD BMP NO OF) OF) (%) (SF) (SF) (SF) (CF) (CFS) (6FS) ID 1 34486 2B 977 843K 4,871 637 27,668 1499 0.191 0.206 PROPR/ETARYB/OFR TR4 T/ON BF-3 BMPI 1 1888 11888 1003K - - 1699 51 92 160 B/OF/L TRAT/ONBF-1 8MR1 3 3 3 I,754 0% 1,387 367 490 27 N/A N/A DEM/N/M/S / SITE 38,128 30B65 813V 6,259 1,004 2.9 B57 4617 7 — l I I
GS Z657 Z657 100% Z391 130 180 201D/A TREE WELL BMPS HMP 1 ADJACENT PARCEL (E) 149 DEEP; 4, 114 C.F. I—STORY
ADJACENT PARCEL (E) 1 "�� HMP TANK S.FK 41 DEEP COMMERCIAL 12" P.V.C.
`. (t364.0) S.G.
1—STORY / i i - STORM DRAIN s RESIDENTIAL l/ I I I / / 1 / C P.O.C.- 1 (373.8f) S.G. / SUBDIWSION BOUNDARY/ 6 (HMP TANK s ' (TyP•) OUTLET) WALL RETAINING
_. 89' .1 1 o
SC-6B — SC-2 3(TYP.) I I I 50' 50' W I(72) (TYP.) L — ^ dam BMP- 1 W - 3.47 Q7T 2.5,E - _ _ _ - - _ 1.o$ UNIT)7, MWS > I(Ti) SC-5 TWE *Go C, N Q 360.25 GR.SC 32 f0' a 2 "u —6q az} w J
(TYP.) 2
W
�0 20% lll 0.043 o T'PEw"G"ll INLET 2 LLI SD-4 �69) I 2 4.5E O 1 INLET Z, LPD— � 3 LLI 2 .) (68) a B 6SIC
Q
M - - - - - - (TYP.) /We INDIANa� ROADseo
s S�36j I
N 6" P.VC. N89019'22"W 435.20" SC-6e w — (w6)----- STORM DRAIN o SD-4 ---cse�--- BMP-2
cws�-- cws� SC-2 cws�— SC-6d ----(ws)--- b cws� --cwel---- (ws)-----(wal—— (TYP.) s SD-7 ws) ----(ws)— BF- 1 PLANTER (TYP.)
SD-3 (160 S.F.)
(Type) BMP-3 P.O.C.-2
R/w TREE WELL (DISCHARGE TO INLET)

EXISTING DISCHARGE LOCH ON
D TYPE "A INLET (MS-4)
Lai 5 (E) i—STORY
Q RESIDENTIAL
(E) STORY
DRAINAGE LEGEND RESIDID ENTIAL
DESCRIPTION SYMBOL I (E) 1—STORY I Z PROPERTY LINE/PROJECT BOUNDARY — — RESIDENTIAL I N J PROPOSED CURB AND GUTTER (E) 1—STORY LQ COMMERCIAL e LA
PROPOSED DMA BASIN LIMITS o DIREC77ON OF DRAINAGE a II �
BASIN IDENTIFIER E—$ EXHIBIT CHECK LIST
BASIN AREA (AC.) 1.960 UNDERLYING HYDROLOGIC SOIL GROUP TYPED iij APPROXIMATE DEPTH TO GROUNDWATER >20 ft 2 SITE DESIGN BMPS- MW5 (SIZE PER PLAN) EXISTING NATURAL HYDROLOGIC FEATURES(WATERCOURSES, SEEPS, LO N
SD-3 MINIMIZE IMPERVIOUS AREA r- — � SPRINGS WETLANDS) NONE RAISED BIOFILTRATION PLANTER �L- - J CRITICAL COURSE SEDIMENT YIELD AREAS TO BE PROTECTED NONE P LL SD-4 MINIMIZE SOIL COMPACTION EXISTING TOPOGRAPHYAND IMPERVIOUS AREAS SHOWN HMP TANK (SIZE PER PLAN) 1 EXISTING AND PROPOSED SITE DRAINAGE NETWORK 8 OFFSITE CITY of VISTA SD-7 LANDSCAPE WITH NATIVE OR DROUGHT CONNECTIONS SHOWN Z6 TOLERANT SPECIES PERVIOUS PAVER ENTRY WALKS GRAPHIC SCALE Z PROPOSED GRADING 8 SLOPES GRADING SHOWN M SOURCE CONTROL BMPS BUILDING NUMBER O PROPOSED IMPERVIOUS FEATURES MPERVIOUS SHOWN DRAINAGE MANAGEMENT AREA PLAN FOR, SMALL DIAMETER STORM DRAIN 20 0 20 40 60 v STORM GRAIN INLET STENCILING SIZE PER PLAN SD SD PROPOSED DESIGN FEATURESBSURFACE TREATMENTS USED TO 1304 N. SANTA FE �= SC—Z OR SIGNAGE ( ) MINIMIZE IMPERVIOUSNESS FEATURES SHOWN LARGE DIAMETER STORM DRAIN DRAINAGE MANAGEMENTAREAS-SEE TABLE BELOW SEE DMA TABLE BELOW �oFESSIONNBB&O � PRELIMINARY BMP PLAN g
$C—$ PROTECT TRASH STORAGE (SIZE PER PLAN) �o 01 si�E oev.Peamir zz-iz-os a POTENTIAL POLLUTANT SOURCE AREAS AND CORRESPONDING SOURCES/CONTROLS Q. EN C F Z ADDRESS: 1304 N. SANTA FE, VISTA CA. 92084 PROPOSED SIDEWALK REQUIRED SOURCE CONTROLS SHOWN ti'" p�` 0 2c SC-6d INDOOR & STRUCTURAL PESTICIDE USE Z w EXISTING CONTOUR �_ _— —630 -- _ _ ' PROPRIETARY u " �^ w STRUCTURAL BMPS LOCATION ID, TYPE, SIZE W No.c7osss a PLANNING ENGINEERING SURVEYING R( ) BIOFILTRATION BF�
SC-6B LANDSCAPE DESIGN/OUTDOOR PESTICIDE 399D Ruffin Road, Suite 1 20 o # �► SHEET 29 OF 30
USE EXISTING LOT LINE DISCHARGE LOCATIONS DISCHARGE SHOWM sr Cl yl�. \p San Diego, Ca. 92123 0 , SIDEWALKS, PARKING LOTS GRAIN EXISTING CURB AND GUTTER POINTS OF COMPLIANCE FOR HMP MANAGEMENT NIA EXEMPT 9Tf �A �Fck? 858-560-1141 PLAZA
SC-6Q 85856a8157 Fax NO. DESCRIPTION DATE P22- 0181 8 TO LANDSCAPE EXIST. SIDEWALK STRUCTURAL BMPS FOR HYDROMODIFICATION MANAGEMENT NIA EXEMPT PROJECT REVISIONS a
02/28/2023 PH1 61 of 90

P22 =0181

ALL DOWNSPOUT SHALL DISCHARGE

TO A FLOW-THROUGH PLANTER
ENERGY DISSIPATION BACKFILL PER GEOTECHNICAL OVERFLOW CLEANOUT WITH RECOMMENDATIONS GRATED CAP AT PONDING DEPTH. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GROUND LEVEL 6" CAST IN PLACE MASONRY WALL, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ Tos FACE OF 2 FLOW-THROUGH SEE STRUCTURAL PLANS FOR DETAILS. 6 INSIDE HEIGHT STRUCTURE � O PLANTER 1.5' SOIL MEDIA, INflL7RATIDN = 5 IN/HR MIN. oo ` � 8" STORAGE 85% WASHED COARSE SAND (1/40 SIEVE), • °p Q. f0% FINES (9200 SIEVE), 5% ORGANIC MATTER ------------- ----------- - -- HMP E�EV ---- ------------ -------------
(NO MANURE OR ANIMAL COMPOST)
H - SEE CIVIL PLANS P.C.C. SIDEWALK
FOR WALL HEIGHTS I a'o slncL[rRAP ALL PENETRATION THROUGH CONCRETE OR I—III 1' STRUCTURAL PLANTER SHALL BE SEALED WATER _ F.F. TIGHT, USING AN APPROVED SEALANT. III-I 0 0 011 0 0 0 0 0 0 0 0,07 0 0 0 - SIDEWALK UNDERDRAIN. SEE IMPROVEMENTS PLANS, SUBGRADE 24 SHEET - FOR LOCATION. II—III-II I_I I_I 3/4" WASHED GRAIN SYSTEM INVERT SEE IMPROVEMENT PLANS - SEE IMPROVEMENT PLANS FOR
ROCK, 12" THICK LAYER E ELEVATIONS I-III—III '—� 1— —_—_— SEE FOR E ELEVATIONS BEGIN TIGHT LINE 1' FROM INSIDE FACE OF WALL. MANUFAC7UAEA 3" SLOTTED PIPE (UNDERDRAIN) ---- DETAILS MIN. SLOPE SLOPE = 0.5% 1'-0' MIN. OVERHANG

REINFORCED CONCRETE FOUNDATION
A DETAIL - GROUND LEVEL FLOW-THROUGH PLANTER FOR STORMTRAP SYSTEM — BY OTHERS. s NOT TO SCALE TYP/CAL SIAULETRAP ELEVATION

NOT TO SCALE
£-BLT£R P£RIh1[T[R p UN17'f'RD241N ao•e ecccss oaoaue CARTRIWY IM AREA UAVERLO SAMPLE DIMENSIONS- w„R srevs

SEE MANUFACTURER'S
- - - - - - - - - - - - --- --- DRNN DOWN DETAILS '
- FILTER
______________
u,. SL
.«�L R

LLLLL LLLLL
PIPE
,.,.. _ _ _ _ .. SEE NOTES

CURB OPENING
DRAIN DOWN UNF ICJ'-0"� NERANDMBNA ors wru 8E0 \\\ PLAN VIEW TYPE IV TYPE I TYPE III END PANEL PLAN VIEW ISOMETRIC VIEW �\ WWA110N SINGLE TRAP MODULE TYPES \

OUTLET CONTROL STRUCTURE
ESTABL/SHM£NTT, C DETAIL - HMP TANK MED14 \
WRIM 6` NOT TO SCALE CiAMOPRONG

ADHERE LINER TO
- -- - - --- - - ' •„, �- LIMITS OF SIDEWALK \ 10' 6' 10'
6" 4'-0' - 9=,9 ' 2'-6" 6' DEEP ROOT 1REE- --LIMITS OF ROOTING SOIL

BUBBLER PER
PRETR£aTMENT RIOFR.TRATKAY D6CAAAG£ SDRSD 1-04 M .� PER DESIGN PLANS In
TT-0"
o a R1 \ ROOT CONTROL BARRIER 'n
ELEVATIONVIEW 10.5' o ` o \ 0,5 PER SDRSD L-06

BACK OF
�B DETAIL - MODULAR WETLANDS SYSTEM SIDEWALK (T'P' k 4 6` NOT TO SCALE < / 4 a iq 4 SI®EWA(JC (TYP.) / SIDEWALK (11P.)
jam 4
FACE OF CURB 1' IRRIGATION DESIGN

PER PLANS
c�
SPLASH PAD CURB AND GUTTER o STRUCTURAL SOIL LIMITS 5.5' PER GS-5.06 PER SDRSD G-02 0 WIDE X 30' LONG X 4.0' DEEP.
18" WIDE CURB
OUTLET PER GS-5.01 LINER PENETRATION
PROVIDE INLET PR07ECTI01V PER SC-10. DO NOT PER DESIGN PLANS ENCROACH INTO TRAVELED WAY. ADDITIONAL SIMILAR TO DETAIL PROJECT EROSION CONTROL MEASURES AND N07ES ON GS-5.12 PER PLAN PDS2020-LDGRMJ-30272. W. INI IAN ROCK ROAD 20' TREE CANOPY � 0 0
N
DETAIL - LARGE TREE WELL w 6' NOT TO SCALE
z
z
v
0 M
N
V
M
0 n
W
J
CITY of VISTA s
W
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BMP DETTILS FOR, CL
1304 N. SANTA FE
ROFESSION N
ti Doti k BB&OZPRELIMINARY BMP PLAN01 SITE DEV.PERMIT 22-12-0 ADDRESS: 1304 N. SANTA FE, VISTA CA. 92084
N
W � No.c7osss� m PLANNING ENGINEERING SURVEYING o a 3990 Ruffin Road, Suite 120
*r plvl\- �* San Diego, Ca. 92123 SHEET 30 OF 30 0 9rF of DAO Edo-`' 658-560-1141
H58-560-13157 Fax N0. DESCRIPTION DATE P22- 0181 8

PROJECT REVISIONS
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PLANNING COMMISSION

STAFF REPORT

PUBLIC HEARING
January 17, 2023
P22-0181
REQUEST: A request for approval of a Site Development Plan to construct 36 apartment units on an approximately 1.3-acre site located at 1304 N. Santa Fe Avenue (APN 161-251-30-00). The project proposes to construct two four-story apartment buildings, open space amenities, parking, and associated site improvements.

APPLICANT: Kire Builders, Inc.

RECOMMENDATIONS: Adopt Resolution 2023- , approving a Site Development Plan to develop a 36-unit apartment complex and
associated site improvements on an approximately 1.3-
acre site located at 1304 N. Santa Fe Avenue (APN 161-
251-30-00)
LOCATION: The project site is located on the northwest corner of N. Santa Fe Avenue and W. Indian Rock Road (see Exhibit 2)
LAND AREA: 1.29 acres (gross)
KEY ISSUES: Does the project meet the development requirements of the M-U (40) — North Santa Fe Overlay Zone?
Is the proposed project consistent with the General Plan? I. SITE AND PROJECT DESCRIPTION
A. Site Description
The project site is rectangular in shape, maintains a total gross land area of approximately 1.3 acres, and located at the northwest corner of N.

Santa Fe Avenue and W. Indian Rock Road. The site consists of one legal parcel and was previously developed with a single-story residential structure, a single-story commercial structure, and associated pavement and hardscape improvements. However, all on-site improvements have recently been demolished in anticipation of the proposed development.

The site is bordered by Teelin Avenue to the west; West Indian Rock Road to the south; North Santa Fe Avenue to the east; and residential and commercial properties to the north. Approximate elevations across the site range from 360 feet above mean sea level (msl) at the eastern portion of the site to 372 msl at the western portion of the property. City parks near the project site include Linda Rhoades Park and Luz Duran Park, which are both approximately one-half mile from the project site.

P22-0181 SR 1
EXHIBIT 2
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B. Project Description
The proposed project consists of a Site Development Plan to develop 36 market rate apartment units, parking, drainage improvements, wet and dry utilities, landscaping, private deck areas, opens space amenities, and all associated infrastructure on a 1.29-acre parcel (project site area before right-of-way dedication). The 36 proposed units would result in a density of

27.9 units per acre based on the 1.29-acre site. The project site area after right-of-way dedication is 0.875 acres. The development would be comprised of two 4-story residential buildings with a maximum height of 53 feet 5 inches. The City of Vista Development Code allow for a maximum building height of 60 feet in the Mixed-Use — North Santa Fe Overlay zone.

The proposed apartment buildings would be developed along the street frontages of N. Santa Fe Avenue and W. Indian Rock Road. Building "A" is "L shaped" and is located at the southeast corner of the site. Building "B" is rectangular in shape and is located approximately 29 feet 8 inches west of Building "A". The proposed buildings have been designed to maintain 10-foot setbacks along the street frontages, 10-foot setback from the north property boundary, and a 54-foot setback from the western boundary which abuts a single-family residential zone.

The first floor of building "A" would maintain a 954 square foot leasing office/community room, four apartment units, stairway access, various mechanical rooms, and tuck under parking spaces. The three additional floors in building "A" would accommodate 16 apartment units. The first floor of building "B" would maintain four apartment units, stairway access, various mechanical rooms, and tuck under parking spaces. The three additional floors in building "B" would accommodate 12 apartment units.

Staff notes that the units contained on floors three and four of both buildings are designed as two-story units. The project proposes 14 studio units, six one-bedroom units, and 16 two-bedroom units. The studio apartments would range from 466 square feet to 643 square feet in size, the one-bedroom units range from 713 to 1,070 square feet, and the two- bedroom units range from 923 to 1,186 square feet.

Vehicular access would be provided by a new 24-foot-wide entry driveway located at the southwest corner of the site along W. Indian Rock Road.

Vehicular circulation within the development would include a 24-foot-wide driveway, which provides access to all parking facilities. A total of 61 parking spaces would be provided, inclusive of three handicap-accessible spaces. The project requires 1.25 parking spaces per studio and one- bedroom unit and 2.25 parking spaces per two-bedroom unit for a total on- site parking requirement of 61 spaces pursuant to the Mixed Use - N.

Santa Fe Overlay Zone parking standards.

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The architectural design of the apartment buildings reflects a Modern architectural style with sloping composite asphalt singled roofs. The massing of the buildings is broken up in scale by articulation with a variety of architectural elements. The building elevations are enhanced with such features as stucco exteriors, stucco projections, custom steel balcony railings, and metal shade overhangs. When completed, the apartment buildings would maintain a grey and white color scheme with an orange accent color.

Proposed site amenities for the project include a 1 ,392 square foot courtyard area located between the two apartment buildings. The courtyard area would include a barbeque island with bar stools, tables and chairs, artificial grass with lounge chairs and cornhole game, and festival string lighting. In addition, the project includes a 954 square foot community room for indoor activities. Landscape areas total 7,302 square feet and comprise approximately 19 percent of the entire project site. The landscaping is primarily located at the project frontage and around the site perimeter surrounding the open parking areas. Other site improvements include concrete walkways and a centrally located trash enclosure at the rear of the site. The local disposal service (EDCO) has reviewed the project plans and confirmed that the project is serviceable.

C. Required Approvals
The project requires approval of a Site Development Plan under Chapter

18.64 of the Vista Development Code. Review of the project's Site Development Plan is to ensure project consistency with the City's General Plan 2030, Zoning Code, development standards, and design guidelines.

The Planning Commission, or on appeal, the City Council is authorized to approve the Site Development Plan for this project.

D. Zoning/Existing Land Use
Subject property: M-U (40) — North Santa Fe Overlay Zone (Mixed Use, maximum 40 dwelling units per acre) / single-family
residence and a single-story commercial building
Surrounding property:

North: M-U (40) — North Santa Fe Overlay Zone / single- family residence and multi-tenant commercial building
East: M-U (40) — North Santa Fe Overlay Zone / Persea apartment complex
South: M-U (40) — North Santa Fe Overlay Zone / single- family residences and Arco gasoline station
West: R-1-B (Single Family Residential) / single-family residence and vacant land
E. General Plan Land Use Designation
Subject property: Mixed Use (MU)
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Surrounding property:

North: Mixed Use (MU)
East: Mixed Use (MU)
South: Mixed Use (MU)
West: Medium Density Residential (MD)
F. Environmental Review
This project qualifies for an in-fill exemption in the State CEQA Guidelines, therefore this project has been determined to be exempt from environmental review in accordance with CEQA Guidelines Section 15332 — In-Fill Development Projects. The proposed project meets the following five conditions of Class 32 exemptions: (a) it would be consistent with the applicable designations and policies of the City's General Plan and Zoning Ordinance; (b) it would be developed within City limits on a site no more than five acres that is substantially surrounded by urban uses; (c) the project site does not contain any habitat for endangered, rare or threatened species; (d) approval of the project would not result in significant effects related to traffic, noise, air quality, or water quality; and (e) the site adequately served by all required public utilities and services.

II. ANALYSIS
A. General Plan Conformance
The project site is designated Mixed Use (MU) in the Land Use and Community Identity (LUCI) Element of the General Plan. The MU designation is intended to support a variety of land uses, including multifamily residential, retail, and office. The MU designation allows residential densities up to 40 units per gross acre. The proposed project consists of a multifamily residential apartment development to include 36 apartment units on 1.29 acres, which equates to a density of approximately 27.9 units per acre. The project is within the 40 units per acre maximum density permitted and implements a multi-family residential development as envisioned under the MU designation.

The project site is located in the North Santa Fe Avenue /West Bobier Drive Opportunity Area (OA-3) of the LUCI element in the General Plan.

The vision for this opportunity area is a mixed-use, community oriented area, which serves as a gateway from the west and a transit corridor that links the Melrose Drive SPRINTER station and the Vista Transit Center station. It includes neighborhood-serving commercial, civic, service uses, and a variety of housing types that are affordable to a range of residents.

The proposed plan for OA-3 is to encourage redevelopment of property to provide a mix of residential types for a range of income levels, consistent with the goals and policies of the City's Housing Element, while allowing for commercial uses. The proposed project would transition the site into a quality multi-family residential development with appropriate pedestrian linkages to the surrounding community. Therefore, the proposed project P22-0181 SR 4
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would be consistent with the citywide objectives and policies identified in the LUCI element of the General Plan.

B. Zoning Conformance and Development Standards
The site is zoned M-U (Mixed Use) (40) — North Santa Fe Overlay Zone.

Development standards for the Mixed Use zone address building height, setbacks, open space/landscaping, parking, and density. Conceptual architectural elevations and floor plans for the buildings are proposed and included as part of this request. Individual building permits will be required for subsequent development of the proposed buildings on the site.

The Mixed Use (M-U) (40) — North Santa Fe Overlay zone allows for a maximum density of 40 dwelling units per acre. The proposed project would maintain a density of 27.9 dwelling units per acre, which conforms with the maximum density permitted. The maximum allowable building height is 60 feet and the tallest portion of the proposed apartment buildings would be 53 feet 5 inches in overall height. The Mixed-Use zone requires a building setback of 10 feet from front, rear, and side property lines. In addition, a 15-foot setback is required for the first two stories when abutting a single-family residential zone, and a 25-foot setback for a third story or higher. Therefore, the site plan indicates the proposed apartment buildings would maintain a 10-foot setback from the N. Santa Fe Avenue and W. Indian Rock Drive rights-of-way, as well as 10 feet from the north property line. In addition, the project would maintain a 54- foot setback from the west property line in order to increase the buffer between the project and the adjacent single-family residences to the west.

The Mixed-Use zone also requires a minimum of 140 square feet per unit for open space which equates to 5,040 square feet for the proposed project. The proposed development includes 5,154 square feet of open space area, including the central courtyard area.

The parking requirements for the Mixed Use (M-U) (40) — North Santa Fe Overlay zone are based on the number of bedrooms per unit. Studio and one-bedroom units require 1.25 parking spaces per unit and two- bedrooms units require 2.25 parking spaces per unit. Based on 14 studio units, six one-bedroom units, and 16 two-bedroom units, the required parking for the apartment project is 61 spaces. The project includes 61 spaces which complies the Mixed Use (M-U)(40) — North Santa Fe Overlay zone.

The Mixed Use (M-U) (40) — North Santa Fe Overlay zone requires 10 percent of the project site to be landscaped. The project meets this requirement by providing 7,302 square feet of landscaped area which comprises approximately 19 percent of the project site. Areas that are not occupied by structures, driveways, parking areas and pedestrian walkways or recreational facilities would be landscaped with plant selections based on the Water Efficient Landscaping Ordinance, Chapter 18.56 of the City's P22-0181 SR 5
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Development Code. The City's Design Guidelines Manual requires that multi-family projects consisting of 25 or more dwelling units provide at least two amenities for the residents. Proposed site amenities for this project include a 1,392 square foot courtyard area located between the two apartment buildings and a 954 square foot community room for indoor activities. The courtyard area includes a barbeque island with bar stools, tables and chairs, artificial grass with lounge chairs and cornhole game, and festival string lighting.

C. Traffic
The project did not require a traffic analysis for CEQA requirements because the average daily trips associated with the project did not meet the threshold for a CEQA level traffic analysis. However, per the City of Vista Traffic Impact Guidelines, the project was required to conduct a Local Transportation Study (LTS). The LTS for this project was prepared by Chen Ryan Associates, Inc. (2022). Trip generation rates for the proposed project were developed utilizing SANDAG's Guide to Vehicular Traffic Generation Rates for the San Diego Region (2002). Based on SANDAG's vehicle trip generation rates, the Traffic Study assumed the project would generate 216 average daily trips with 18 a.m. peak hour trips and 20 p.m. peak hour trips.

The LTS analyzed the intersection of N. Santa Fe Avenue and W. Indian Rock Drive / Cananea Street, as well as the project driveway along W.

Indian Rock Drive. The intersection operations analysis presented LTS concluded that the intersection of N. Santa Fe Avenue and W. Indian Rock Drive / Cananea Street is projected to continue to operate at an acceptable level of service with the addition of the proposed project traffic.

Based on the City of Vista Transportation Impact Analysis Guidelines, no improvements are required for this intersection. Additionally, the project driveway is projected to operate at an acceptable level of service for both the AM and PM peak hours.

D. Land Use Compatibility
The project site is located adjacent to N. Santa Fe Avenue, which is a primary transportation corridor within the City. The subject site was zoned for Mixed Use in order to facilitate the development of underutilized areas along such corridors by establishing higher allowable residential densities and building heights. Supported land uses include horizontal and vertical mixed-use projects, multi-family residential development, and other compatible land uses that benefit from being located in areas supported by public transportation and nearby commercial uses that can benefit residents. Additionally, the 54-foot setback of building "B" from the west property line provides adequate separation between the four-story building and the adjacent single family residential uses to the west. Therefore, the proposed project is considered a compatible land use for this location.

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E. Public Service Availability
All necessary services are available to the site.

F. Public Policy Consideration

1. The project proposes a residential density of 27.9 units per acre.

As previously detailed in this report, the project is in conformance with the General Plan and the M-U (40) — North Santa Fe Overlay Zone. The project is consistent with the Design Guidelines because the architecture provides a sufficient level of design, and amenities provided meet the minimum requirements.

III. EARLY DESIGN REVIEW COMMENTS / PEER REVIEW
On February 15, 2022, the Planning Commission held an Early Design Review discussion regarding a proposed 36-unit apartment complex on the 1.29-acre site located at 1304 N. Santa Fe Avenue. Early Design Review provided an opportunity for the Planning Commission to review the initial application and provide comments to the project applicant. The property owners and residents surrounding the project site within 500 feet and any requesting such notice were notified of the meeting and provided an opportunity to comment. Since the EDR session, staff and applicant have made an effort to address concerns raised during the EDR discussion. Comments/questions raised by the Planning Commission are listed below along with brief explanation on how they have been addressed:
• Building massing and architectural relief: The applicant has revised the proposed apartment building elevations to reflect a more detailed modern architectural style by incorporating a revised roof design, additional building projections, additional windows, and strategic color enhancements. • Unit sizes: The unit make up and floor plans have been revised to comply with the minimum residential building areas in Section 18.58.550 of the Vista Development Code.
• Screening: In order to provide screening to the adjacent single family residential properties, the site plan has been updated to include a new six- foot-tall block wall along the west property line and a six-foot-tall vinyl fence along the northern site boundary.
• Compatibility: The western portion of building "B" has been reduced to three stories. Additionally, the 54-foot setback of building "B" from the west property line provides separation between the four-story building and the adjacent single family residential uses to the west.
• Bicycle Storage: A bicycle storage room was incorporated to the ground floor of building "A"
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IV. REQUIRED FINDINGS
The draft findings for approval of the Site Development Plan are included in the attached Resolution (Exhibit 1).

V. CONCLUSION AND RECOMMENDATION
The proposed project is consistent with the existing General Plan designation of Mixed Use (MU), the project complies with the development standards of the M- U (40) — North Santa Fe Overlay Zone, and the project is compatible with the surrounding land uses nearby the project site. Therefore, staff recommends the Planning Commission's approval of the attached resolution for a Site Development Plan for the North Santa Fe Apartment project.

Respectfully submitted,
Michael Ressler
Principal Planner
EXHIBITS:

1. Resolution 2023- , approving a Site Development Plan to develop a 36-unit apartment complex and associated site improvements on an approximately 1.3- acre site located at 1304 N. Santa Fe Avenue (APN 161-251-30-00), with Exhibits "A" and "B"

2. Location Map

3. Project Plans —full size (limited distribution) P22-0181 SR 8
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COMMISSIONERS
Chair Rick Rosaler,Vim Chair Charles Grimm, . .

John e Garry arretson, Beth Hastings,
Dan Looney John Savage
STUDENT COMMISSIONERS MINUTES
Peter Childs, Kamen!Rio Herrera

PLANNING COMMISSION

REGULAR MEETING
January 17, 2023
The January 17, 2023, Regular Meeting of the Planning Commission was called to order by Chair Rosaler at 6:00 pm.

COMMISSION MEMBERS PRESENT:

Chair Rick Rosaler, Vice Chair Charles Grimm, John Aguilera, Garry Garretson, Don Looney. Student Commissioner Kassani Rio Herrera
COMMISSION MEMEBERS ABSENT:

Beth Hastings, John Savage. Student Commissioner Peter Childs STAFF PRESENT:

Director of Community Development& Engineering John Conley City Planner & Deputy Director of Community Development Patsy Chow Principal Planner Michael Ressler
Assistant City Attorney Amanda Guy
Staff Assistant Kallison Leahy

PLEDGE OF ALLEGIANCE
Cmnr. Garretson led the Pledge of Allegiance
APPROVAL OF MINUTES:

Cmnr. Aguilera moved to approve the minutes of December 6, 2022. Seconded by Cmnr.

Looney.

MOTION TO APPROVE CARRIED: Vote 5-0
AGENDA CHANGES:

Deputy Director/City Planner Patsy Chow stated that there were no agenda changes.

ORAL COMMUNICATIONS:

None.

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Planning Commission - Minutes
January 17, 2023