Agenda packet, regular meeting, first session — Antioch City Council, June 10, 2025 (part 3 of 3)

Antioch City Council Report
June 10, 2025 Agenda Item # 7 4
is Categorically Exempt from CEQA Article 19, Section 15332 Infill Development. Class 32 consists of projects characterized as in- fill development meeting the following conditions:
(a) The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations.
(b) The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses. (c) The project site has no value, as habitat for endangered, rare or threatened species
(d) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
(e
) The site can be adequately served by all required utilities and public services.

I
n addition to evaulating if a project meets the conditions for an Exemption, a lead agency must also evaulate whether any exceptions described in CEQA Guidelines Section 15300.2 apply, which are:
o The project is located in a sensitive environment such that the project may impact an officially mapped and designated environmental resource of hazardous or critical concern;
o The cumulative effect of successive projects of the same type in the same place, over time, is significant;
o The project may have a significant environmental impact due to unusual circumstances;
o The project may damage scenic resources (i.e. trees, historic buildings, or rock outcroppings) within an official state scenic highway;
o The project is located on a listed hazardous waste site; or o The project may a cause substantial adverse change in the significance of a historical resource.

In addition to the information provided regarding the Housing Element EIR above, the proposed project meets the conditions required for the E xemption because the project site is within the city limits on a project site of 2.98 acres and is substantially surrounded by urban uses. There are no applicable exceptions to the project because there are no designated environmental resource of hazardous or critical concern, additional projects will not be built at the site, there are no unusual circumstances, there project is not located near an official state scenic highway, the project is not listed on a hazardous waste site, Antioch City Council Report
June 10, 2025 Agenda Item # 7 5
nor are there historical resources. T he Housing Element EIR anticipated the project site would be developed in accordance with the standards established for the R -35 zoning district, which allows for a maximum density of 35 du/ac. The proposed project would result in a gross density of approximately 27 du/ac, and therefore, would be consistent with the development anticipated for the project site within the Housing Element EIR.

Bac
kground
O
n April 18, 1986 the City Council approved the tentative subdivision map for the Oakley Meadows Subdivision (project site) to allow the subdivision creating 13 single- family residential lots. On February 22, 1994 the City Council approved the Final Map and Improvement Plans for the Oakley Meadows subdivision (Final Map included as Attachment D). While the subdivision into 13 single family parcels was completed the Jessica Court improvements were never constructed. Three lots fronting onto Oakley Road that were part of the Oakley Meadows subdivision are developed with single family homes and are not part of the proposed project.

A
s described above, the project site was included in the City’s 6th Cycle Housing Element Update (2023- 2031) and identified for future multi -family development. As part of the City’s Sixth Cycle Housing Element process, the City identified the proposed 2.98- acre project site for future multi -family housing, and therefore, amended the City’s General Plan Land Use Map from Medium Density Residential (MDR) to HDR and rezoned the project site from Planned Development (P-D) to R-35 in January 2023.

I
n February 2023, the City of Antioch certified the Antioch Housing, Environmental Hazards, and Environmental Justice Elements Project Draft Environmental Impact Report (SCH No. 2021110146), hereafter referred to as the “Housing Element EIR.” ANAL
YSIS
The proposed project includes the development of three three-story buildings totaling 82 residential units with a 2,554-square-foot community center, and 144 parking spaces. The 82 residential units would consist of 36 one- bedroom units, 36 two -bedroom units, and 10 three-bedroom units. All residential units are currently proposed to be rental units. The proposed unit mix includes four different floor plans that range in size from 600 square feet to 1,118 square feet. The 2,554- square-foot community center would include a community room, two offices, a mail room, lobby with workstations, bathrooms, and a fitness center.

Antioch City Council Report
June 10, 2025 Agenda Item # 7 6
Site Plan
The proposed project would include private usable open space, consisting of porches and decks for each unit, and approximately 0.50- acre of common open space. Site landscaping would be maintained by a property management company. Proposed project access includes one 26-foot-wide drive aisle and driveway from Oakley Road. Access is not provided by Filbert Street because the northerly subdivision’s Homeowner’s Association owns a narrow strip of land between the project site and Fil bert Street. In addition, the proposed project does not include construction within the existing PG&E easement along Filbert Street and the existing PG&E overhead lines and tower would remain on-site after project development.

C
onsistency with the General Plan and Zoning
The City of Antioch’s 6th Cycle Housing Element Update (2023- 2031) identified the proposed 2.98-acre project site for future multi -family housing. As part of the housing element process, a General Plan Amendment was approved to redesignate the project site from MDR to HDR and a rezone from P-D to R-35.

C
onsistent with the proposed project, the City’s HDR land use designation is intended for multi-family dwellings. The R- 35 High Density Residential zoning district allows for multiple-family development at a minimum of 25 and maximum of 35 dwelling units p er acre. Consistent with the R-35 district, the proposed project has a proposed gross density of 27.35 dwelling units per acre (du/ac) and a proposed net density of 30.99 du/ac. The net density removes the PG&E easement in the north of the site and water line and slope easements in the south of the site from the site’s total square footage. The proposed multi-family building heights and building setbacks are consistent with the R -35 district regulations.

Antioch City Council Report
June 10, 2025 Agenda Item # 7 7
Tentative Subdivision Map
All residential units are currently proposed to be rental units; however, the proposed map is for condominium purposes and would allow for the possible future sale of each residential unit (see Attachment A, Exhibit A) as determined by the property owner . City staff has prepared draft conditions of approval for the proposed Tentative Subdivision Map and project construction. The draft conditions of approval include project specific conditions related to driveway access, pedestrian access, property frontage improvements along Oakley Road, trash enclosures, parking, and PG&E coordination (see Attachment A, Exhibit B).

D
esign Review
Pursuant to the Antioch Municipal Code Section 9- 5.2607(A)(1), proposed development of any new building or construction in the R-35 zoning district is subject to Design Review.

Each proposed building would be three stories (approximately 45 feet tall), as measured to the roof ridge.

T
he City of Antioch adopted citywide Multi-family Residential Objective Design Standards (ODS) relating to all aspects of multi -family residential and mixed- use development on sites zoned for multi -family housing in the City of Antioch. The ODS are used to review projects including their building siting, architectural style, parking, and landscaping.

The architectural style of the proposed residential buildings would be contemporary in design and would make use of stucco and board and batten siding with a varying color palette, which complies with Section 2.2.3 Building Materials and Finishes of the OD S.

The front façades of all buildings would be articulated to emphasize front entries and decks and different finishes to provide articulation and interest, as required by Section 2.2 Building Design Standards of the ODS, which includes requirements to have points of visual interest through architectural detailing to avoid creating a building with a bulky or monolithic appearance. The project complies with 2.2.1.E Façade Articulation, which requires buildings of three stories or more to have clearly defined base and roof edges, so the facade has a distinct base, middle, and top. Additionally, the project complies with

2.2.1.F Rooflines because the project provides variable roof forms.

T
he project includes two trash enclosures, which will be shared by all residents at the site. Two different project designs are provided in the project plans. Staff has determined the architectural design of both options meets the design standards, provided that the second option includes a roof, which is not clearly illustrated on the plans . The draft

Antioch City Council Report
June 10, 2025 Agenda Item # 7 8
conditions of approval require the trash enclosure to include a roof. The project plans have been reviewed by Republic Services for its ability to provide trash service.

Lands
caping
The project landscaping features a mix of trees, shrubs, and groundcover. Along the Oakley Road frontage, the Keith Davey variety of Chinese Pistache trees will be planted at the top of the slope. As discussed below, two valley oaks will also be planted at the site. The project’s drive entrance will also feature Brisbane Box trees. Other trees used at the site are Ginko biloba, Crape Myrtle, and Water Gum. The property’s frontage will feature Pacific Wax Myrtle, Vine Hill Manzanita shrubs with wild lilac as a ground cover.

The project site also features toyon, tree mallow, rosemary, Hot Lips salvia, Mexican sage, and variegated lavender, among other shrubs.

Par
king and Access
The proposed project includes site access from a new 26- foot-wide drive aisle from Oakley Road. The proposed 144 vehicle parking spaces include 100 assigned covered spaces, 28 uncovered assigned spaces, and 16 unassigned spaces. 36 of the 100 covered spaces would be tandem parking. Pursuant to Section 9- 5.1705.1(D) of the Antioch Municipal Code: Tandem parking to meet required parking for multi -unit development shall be located within an enclosed structure; the maximum number of tandem parking spaces shall not exceed 50 percent of the total number of spaces. As a result, the proposed project meets the minimum required parking spaces, pursuant Section 9-5.1703.1 of the Antioch Municipal Code: one and a half spaces vehicle per one- bedroom and two- bedroom units, two vehicle spaces per three- bedroom unit, and one guest vehicle parking for every five units. Pedestrian access to the site is provided by a pathway leading from the sidewalk of Oakley Road to the project site and connects to internal pathways. While the ODS standard 2.1.1.B requires a sidewalk to be provided on one side of the entry drive, staff has determined that the intent of this standard has been satisfied as a sidewalk is provided to access the site, and as discussed below, the site features a unique topography that constricts the frontage access design.

Var
iance
The proposed project includes a six -foot tall wrought iron fence, and gate and a seven- foot-tall wooden fence (six feet tall with a 12” lattice top) along the property boundaries.

The proposed wrought iron fence is located at the front property which would encroach on the required minimum 15-foot setback. The gate is set farther back from the property line to comply with City Engineering and the Contra Costa County Fire Protection District (CCCFPD) requirements. The proposed wrought iron fence and gate comply with Section

2.3.2.B High Activity Areas and Street Frontages of the ODS, which requires frontages to have visually penetrable materials, such as wrought iron or tubular steel. Section 2.1.1.E of the ODS states, “the gate and associated fences shall not be located further towards the street than the closest building wall to the street and shall not be solid or opaque.” The project does not comply with this standard because the fence is in front of the building along the property frontage.

As
a result, the project applicant is requesting a variance and deviation from the ODS to allow the proposed fence within the setbacks and closer to the street than the closest Antioch City Council Report
June 10, 2025 Agenda Item # 7 9
building. Section 9-5.2701 of the Antioch Municipal Code states variances are intended to resolve practical difficulties or physical hardships that may result from the size, shape, or dimensions of a site or the location of existing structures thereon; from geographic, topographic, or other physical conditions on the site or in the immediate vicinity; or from street locations or traffic conditions in the immediate vicinity of the site.

S
ection 9-5.2703 (B) (2) of the Antioch Municipal Code, requires four findings to be made when approving a variance:

1. T
hat there are exceptional or extraordinary circumstances or conditions applicable to the property involved, or to the intended use of the property, that do not apply generally to the property or class of use in the same zone or vicinity.

2. T
hat the granting of such variance will not be materially detrimental to the public health or welfare or injurious to the property or improvements in such zone or vicinity.

3. T
hat because of special circumstances applicable to the subject property, including size, shape, topography, location, or surroundings, the strict application of the zoning provisions is found to deprive the subject property of privileges enjoyed by other properties in the vicinity under the identical zone classifications.

4. T
hat the granting of such variance will not adversely affect the comprehensive General Plan.

T
he project site is physically limited by topographic and physical conditions that make placing a fence at the required setbacks more difficult than it would be for similarly sized and zoned properties in the vicinity.

T
he property’s frontage along Oakley Road is encumbered by water line and slope easements, which limits the development of fencing within the easements. The property’s topography is higher at Oakley Road and slopes down to the project site. Placing a fence and gate at the required setbacks would result in a fence placed midway down the slope of the property. Placing the fence further back would limit the developable area of the property. Therefore, due to the easements, the existing topography, and slope of the property, staff supports the requested variance. Staff has also prepared a draft condition of approval that would prohibit the proposed fencing from obstructing any sight lines.

T
ree Removal Permit
The project site includes scattered trees that would be removed as part of the proposed project. The project site includes one protected tree, an existing 20-inch DBH, Coast Live Oak tree that is identified for removal.

Antioch City Council Report
June 10, 2025 Agenda Item # 7 10
Tree Removal Exhibit
As a result, the approval of a tree removal permit, pursuant to Section 9- 5.1205 of the Antioch Municipal Code, is required. The removal of the existing protected tree is necessary for the proposed project’s drive- aisle and parking. The proposed project includes several mitigation replacement trees, including two V alley Oak, Ginko Biloba, Crape Myrtle, and Water Gum , throughout the project site as shown on the proposed landscaping plans in Attachment A, Exhibit A. All trees proposed to be planted are 24- inch box sized trees.

Public Comments
The project application was routed to City Departments and outside agencies for review.

Comment letters have been provided by City Engineering staff, PG&E, Contra Costa County Flood Control and Water Conservation District, and the CCCFPD. These comments were incorporated into the proposed project where applicable or have been included as draft conditions of approval, which would be implemented as part of the improvement plan prior to building permit ap proval. The comment letters received from outside agencies are included as Attachment B.

Antioch City Council Report
June 10, 2025 Agenda Item # 7 11

PLANNING COMMISSION ACTION
On May 7, 2025 , the Antioch Planning Commission held a public hearing regarding the proposed project. During that meeting, the Planning Commission had questions for the applicant regarding a variety of topics, such as the existing PG&E overhead powerlines, parking and access, the potential sales of the residential units, and the removal and replacement of the existing Coast Live Oak tree. One member of the public spoke and provided concerns of new multi-family development in an area with existing single-family development. After discussion, the Antioch Planning Commission unanimously voted for the City Council to approve all requested entitlements.

NCLUSION
The proposed project is consistent with the City’s Sixth Cycle Housing Element, the adopted citywide Multi -family Residential Objective Design Standards, and the zoning and development standards for the project site. Therefore, the Planning Commission recommends that the City Council adopt the Resolution approving a Tentative Subdivision Map, Design Review, Variance, and Tree Removal Permit for the proposed project.

TACHMENTS
A. T
entative Subdivision Map, Design Review, Variance, and Tree Removal Permit City Council Resolution
Exhibit A Tentative Subdivision Map and Proposed Architectural Plans Exhibit B Draft Conditions of Approval
B. Comments Received
C. Planning Commission Meeting Minutes from May 7, 2025 D. Oakley Meadows Final Map
ATTACHMENT “A”
RESOLUTION NO. 2025/**

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANTIOCH

ADOPTING THE PROPOSED TENTATIVE TRACT MAP, DESIGN REVIEW,

VARIANCE, AND TREE REMOVAL PERMIT FOR THE DEVELOPMENT OF THE JESSICA COURT MULTIFAMILY PROJECT (DR2023-0005)
WHEREAS, the City of Antioch (“City”) received an application from Krishna Uppugunduri, with Shoonya LLC (“Applicant”) seeking City approval of a Tentative Tract Map, Design Review, Variance, and Tree Removal Permit for the development of the Jessica Court Multifamily Project (“Project”); and
WHEREAS, the Project site is in the northeastern section of the City of Antioch, on the northern side of Oakley Road east of Phillips Lane (APNs 051-390-001 through - 006, -009, -010, -011, and -016); and
WHEREAS, the Project consists of a multi-family project on approximately 2.98 acres consisting of three three-story buildings totaling 82 residential units with a 2,554 - square-foot community center, and 144 parking spaces; and WHEREAS, in February 2023, the City of Antioch adopted the 6th Cycle Housing Element Update (2023 -2031), which identified the project site as multi -family development; and
WHEREAS, the City, as lead agency under the California Environmental Quality Act (“CEQA”), certified the Antioch Housing, Environmental Hazards, and Environmental Justice Elements Project Final Environmental Impact Report (SCH No. 2021110146); and WHEREAS, the City, as lead agency under CEQA, has determined the proposed project qualifies for a Class 32 exemption for Infill Development and further environmental review under CEQA is not required; and
WHEREAS, the proposed project requires approval of a Tentative Tract Map (attached hereto as Exhibit A) for condominium purposes and would allow for the possible future sale of the proposed 82 residential units; and
WHEREAS, the proposed project requires approval of Design Review for the development of the proposed three three-story buildings totaling 82 residential units and the 2,554-square-foot community center; and
WHEREAS, the proposed project requires approval of a Variance to allow a seven- foot-tall wooden fence within the side yard setbacks; and WHEREAS, the proposed project requires approval of a Tree Removal Permit to remove an existing protected tree; and
RESOLUTION NO. 2025/**
June 10, 2025

Page 2 ends

WHEREAS, at its regular meeting on May 7 th, 2025, the Antioch Planning Commission adopted Resolution 2025 -04, recommending City Council approval of the Tentative Tract Map, Design Review, Variance, and Tree Removal Permit with the recommended condition of approval that the applicant consider planting large, native 36- inch box mitigation trees and the applicant consider notifying the property owners or tenants of the PG&E easement; and
WHEREAS, a public hearing notice was published in the East County Times and posted in three public places pursuant to California Government Code Section 65090 on May 30, 2025, for the public hearing held on June 10, 2025; and WHEREAS, the City Council held a public hearing and considered all public comments received, the presentation by City staff, the staff report, and all other pertinent documents regarding the proposed request; and
NOW, THEREFORE, BE IT RESOLVED AND DETERMINED , that the City Council does hereby make the following findings for approval of the Tentative Tract Map:

1. That the subdivision, design and improvements are consistent with the General Plan, as required by Section 66473.5 of the Subdivision Map Act and the City’s Subdivision Regulations. The site has a General Plan Designation of High Density Residential (HDR) and is zoned High Density Residential (R -35) and the subdivision will accommodate uses that are consistent with the General Plan on each of the lots created by the subdivision; and,

2. That the subdivision proposed by the Tentative Tract Map complies with the rules, regulations, standards and criteria of the City’s Subdivision Regulations. The proposed subdivision meets the City’s criteria for the map. The City’s Planning and Engineering staff have reviewed the Tentative Tract Map and evaluated the effects of the subdivision proposed and have determined that the Tentative Tract Map, as conditioned, complies with and conform to all the applicable rules, regulations, standards, and criteria of the City’s Subdivision Regulations.

3. The conditions of approval protect the public safety, health and general welfare of the users of the project and surrounding area. In addition, the conditions ensure the project is consistent with City standards.

NOW, THEREFORE, BE IT RESOLVED AND DETERMINED , that pursuant to Section 9-5.2703 (B) (2) of the Antioch Municipal Code, the City Council hereby make the following findings for a Variance:

1. That there are exceptional or extraordinary circumstances or conditions applicable to the property involved, or to the intended use of the property, that do not apply generally to the property or class of use in the same zone or vicinity.

RESOLUTION NO. 2025/**
June 10, 2025

Page 3 ends

Finding: The size, shape, and topography of the project site provide exceptional, extraordinary circumstances, and conditions to the property because t he property’s frontage along Oakley Road is encumbered by water line and slope easements, which limits the development of fencing within the easements. The property’s topography is higher at Oakley Road and slopes down to the project site. Placing a fence and gate at the required setbacks would result in a fence placed midway down the slope of the property. P lacing the fence further back would limit the developable area of the property. Therefore, the property’s size, shape, and topography limit the development of the property in a way that do not apply generally to the property in the same zone and vicinity.

2. That the granting of such variance will not be materially detrimental to the public health or welfare or injurious to the property or improvements in such zone or vicinity.

Finding: The location of the proposed six-foot-tall metal fence , gate, and the seven-foot-tall wooden fence will not be detrimental to the public health or welfare or injurious to the property or improvements in such zone or vicinity because conditions have been placed on the project ensuring that the fencing and gate will not create a sight obstruction.

3. That because of special circumstances applicable to the subject property, including size, shape, topography, location, or surroundings, the strict application of the zoning provisions is found to deprive the subject property of privileges enjoyed by other properties in the vicinity under the identical zone classifications.

Finding: Because of the size, shape, and slope of the property and the easements along the frontage the strict application of the zoning provisions would deprive the subject property of privileges enjoyed by other properties in the vicinity under the identical zone classifications.

4. That the granting of such variance will not adversely affect the comprehensive General Plan.

Finding: The location of the proposed six-foot-tall metal fence , gate, and the seven-foot-tall wooden fence would not adversely affect the General Plan designation of the project site of High Density Residential because it is not unusual for a multifamily project to have fencing around the perimeter of the property, and, as conditioned, will not adversely affect the General Plan.

NOW, THEREFORE, BE IT RESOLVED AND DETERMINED , that the City Council has determined the proposed project is in compliance with the City’s adopted Multi-Family Residential Objective Design Standards relating to all aspects of multi-family residential and mixed-use development.

RESOLUTION NO. 2025/**
June 10, 2025

Page 4 ends

NOW, THEREFORE, BE IT RESOLVED AND DETERMINED , that pursuant to Section 9-5.1205 of the Antioch Municipal Code, the City Council has determined the proposed removal of the protected tree is in compliance with Section 9 -5.1205 of the Antioch Municipal Code.

NOW THEREFORE BE IT FURTHER RESOLVED that the Antioch City Council does hereby APPROVE the proposed Tentative Tract Map, Design Review, Variance, and Tree Removal Permit for the Jessica Court Multi family Project (DR2023 -005), subject to the conditions of approval attached hereto as Exhibit B. * * * * * * *
I HEREBY CERTIFY that the foregoing resolution was adopted by the City Council of the City of Antioch at a regular meeting thereof held on the 10th day of June 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
_____________________________________

MELISSA RHODES

CITY CLERK OF THE CITY OF ANTIOCH

ANTIOCH, CA

PLANNING SUBMITTAL
DECEMBER 11, 2024

PROJECT DIRECTORY
OWNER

SHOONYA, LLC

K CHAITANYA UPPUGUNDURI, OWNER
33837 6th STREET
UNION CITY, CA 94587
PHONE: (505) 353-1173

ARCHITECT

LANCE CRANNELL, AIA
SDG ARCHITECTS INC.
3361 WALNUT BLVD., SUITE 120
BRENTWOOD, CA 94513
PHONE: (925) 634-7000

CIVIL ENGINEER

DILIP KISHNANI, PE

STERLING CONSULTANTS
46560 FREMONT BLVD., SUITE 205
FREMONT, CA 94538
PHONE: (925) 705-3633

LANDSCAPE ARCHITECT

ANYIHUANG

ANYI LANDSCAPE STUDIO
2647 ROYAL ANN DRIVE,
UNION CITY, CA 94587
PHONE: (650) 533-0107
SHEET INDEX:

TS
AS1
AO
A0O
A1
A2
A3
A4
A5
A6
A7
AB
A9
A10
A11
A12
A13
A14

COVER SHEET

CONCEPTUAL SITE PLAN

PROJECT DATA

PROJECT SITE PHOTOS
UNIT 1 FLOOR PLAN
UNIT 2 FLOOR PLAN
UNIT 3 FLOOR PLAN

COMMUNITY CENTER FLOOR PLAN
BUILDING 1 TYPE 3s-24B - 24 UNIT BUILDING
BUILDING 2 TYPE 3s-30E - 30 UNIT BUILDING
BUILDING 3 TYPE 3s-28A - 30 UNIT BUILDING
BUILDING 3 TYPE 3s-28A - 30 UNIT BUILDING

TYPICAL ROOF PLAN
BUILDING 1 TYPE 3s-24B EXTERIOR ELEVATIONS
BUILDING 2 TYPE 3s-30E EXTERIOR ELEVATIONS
BUILDING 3 TYPE 3s-28A EXTERIOR ELEVATIONS

TYPICAL SECTION

CONCEPTUAL SITE SECTION
� Jessica Court Multi-Family Development
m Antioch, CAen M December 11, 2024

PROJECT DESCRIPTION
THREE 3-STORY BUILDINGS WITH A TOTAL OF 82 CONDOMINIUMS AND 144 PARKING SPACES. THERE IS 264 S.F. OPEN SPACE PER DWELLING UNIT, AND 2,554 S.F. RESIDENTIAL COMMUNITY CENTER.

PROJECT DATA SUMMARY
ADDRESS: 3321 JESSICA COURT,
ANTIOCH, CA 94509
ZONING:

GENERAL PLAN:

R-35 - HIGH DENSITY RESIDENTIAL DISTRICT

MEDIUM DENSITY RESIDENTIAL
APN: 051-390-006, 051-390-005, 051-390-004, 051-390-003 051-390-002, 051-390-001, 051-390-016, 051-390-011
051-390-010, 051-390-009
SITE AREA: 3.05 ACRES
MAX. HEIGHT ALLOWED: 45 FEET
TYPE OF CONSTRUCTION: TYPE V-B
PROPOSED USE: RESIDENTIAL CONDOMINIUMS
FOR ADDITIONAL INFORMATION, SEE SEE SHEET AS1 & SHEET AO A15
A16
A16A
A17
A18
A19
A20
TM 1
TM 2
TM 3
TM 4
TM 5
TM 6
TM 7

CONCEPTUAL SITE SECTION

CONCEPTUAL TRASH ENCLOSURE A

CONCEPTUAL TRASH ENCLOSURE B

CARPORT EXHIBIT

TYPICAL EXTERIOR DETAILS

COLOR SCHEME

TITLE SHEET - NOTES, TYPICAL SECTIONS & SUBDIVISION PLAN

EXISTING CONDITION AND PRELIMINARY DEMOLITION PLAN

PRELIMINARY GRADING AND DRAINAGE PLAN

PRELIMINARY UTILITY PLAN

PRELIMINARY STORMWATER CONTROL PLAN

PRELIMINARY PROFILE - JESSICA DRIVE (PVT)
-
L-1-0 PRELIMINARY LANDSCAPE PLAN
L-1.1 PRELIMINARY COMMON SPACE PLAN
L-2.0 PROPOSED TREES LAYOUT
L-2.1 PROPOSED TREES LAYOUT
L-2.2 PRELIMINARY PLANTING PLAN
L-2.3 PRELIMINARY PLANTING PLAN
L-2.4 MASTER PLANTING LIST AND PLANTING DETAIL
1 OF 1 SITE PHOTOMETRIC PLAN

PROJECT SITE
VICINl'l'Y MAP

NOSCALE

COVERSHEET
TS
SDG Architects, Inc,
336 I Walnut Blvd. Suite 120
Brentwood, CA 945 I
3 925.634.7000 I sdgarchitectsinc.com
architects

EXHIBIT A
Jurisdiction
General Plan Designation
Existing Zoning
Gross Land Area
Net Land Area (Site Area within Setbacks)
Total Units Proposed
Density Proposed per Gross Acre (DU/AC.)
Density Proposed per Net Acre (DU/AC.)
LIVINGSTON ST.

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� Jessica Court Multi-Family Development °' Antioch, CA � December 11, 2024
PARKING SUMMARY EV PARKING SUMMARY PROJECT DATA Covered Uncovered Total Required Antioch, CA
Medium Density Residential
R-35 - High Density Residential District
130,503 S.F. 3.00 ACRES
103,426 S.F. 2.37 ACRES
82 27.37

34.54 Assigned Parking
Accessible Spaces (2%)
Accessible Spaces - Standard
Accessible Spaces - Van (1:8)
Unassigned Parking
Accessible Spaces (5%)
Accessible Spaces - Standard
Accessible Spaces - Van {1:8)
Total Proposed
Total Required
Zoning Ordinance
9-5.1703.1
1 Bedroom= 1.5 Space per unit
2 Bedroom= 1.5 Spaces per unit
100
2 1
1 0
0 0
0 1.5

1.5 2
28 128 EV Ready- 40% (EVR)
1 EV Chargers - 10% (EVSE)
0 Standard Spaces
1 Accessible Spaces (EVSE ACC)
16 16 Accessible Van Spaces (EVSE ACC)
1 Total EV Parking Spaces
0 1
144 I
I 36 54 I
36 54 I
10 20 I3 Bedroom = 2 Spaces per unit I
I I 5 82 16 I
I
Guest= l per 5 units
I I 144
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I , "" COMMUNITY - I. 43'-0"1 . , --1--1- EVR EVR EVR ,.... "'" EVR EVR EVR EVR ,..,; EVR EVR EVR ;;;. EVR EVR :'!' EVR EVR ,;;;. EVR EVR EVR EVR ';:::' , 9 EVR EVR � <v ', .... v 'P'\1 TYPE: 3s-28A 1-----c . 1 1 i----- __ � -
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Provided Total
58 58
15 15
13 1
1 73

LANDSCAPE AS SHOWN IS CONCEPTUAL FOR
REFERENCE ONLY. SEE LANDSCAPE PLAN BY
OTHERS FOR MORE INFORMATION.

NORTH 0 5'10'15' 30' 60'

CONCEPTUAL SITE PLAN
AS1
SDG Architects, Inc.
336 I Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 I sdgarchitectsinc.com
architects

PROJECT DATA
A0
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
39 Antioch, CA
December 11, 2024
VIEWS
J_
STREET VIEW 1
VIEW6
� Jessica Court Multi-Family Development N
m Antioch, CA
O")
M December 11, 2024
VIEWS
VIEW6
VIEW4
VIEW4
FILBERT ST.

OAKLEY RD.
t KEYMAP
VIEW 1
VIEW 1
VIEW3
VIEW2
VIEW3
STREET VIEW 2
VIEW2

PROJECT SITE PHOTOS
AOO
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brenfwood, CA 94513
925.634.l(X)() I sdgarchitectsinc.com
30'-7"
24'-8"
23'-7"
3'-3"
8'-0"
10'-0"
27'-4"
KIT./
DINING
DECK
LIVING

BEDROOM
10'-2"x12'-7"
BATH
W/D
WH
19'-10" 3'-9"
UNIT 1 FLOOR PLAN
A1
0 1' 2' 3' 4' 8'
UNIT 1 SQUARE FOOTAGE

NET LIVING

GROSS LIVING

FIRST FLOOR DECK

SECOND FLOOR DECK

THIRD FLOOR DECK
564 SQ. FT.
600 SQ. FT.
142 SQ. FT.
142 SQ. FT.
114 SQ. FT.
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
FLOOR PLAN - UNIT 1
39 Antioch, CA
December 11, 2024
36'-0"
32'-0"
KIT./
DINING
DECK
LIVING
BATH 2 W/D
WH
19'-0"
6'-0"
22'-1"3'-5"
BEDROOM 2
10'-3" x 12'-5"
BEDROOM 1
11'-10"x14'-0"
BATH 1
15'-1" 3'-11"
KIT./
DINING
30'-7"
LIVING
BEDROOM 2
10'-3" x 11'-7"
BATH 1 W/D
BEDROOM 1
11'-10"x14'-6"
WH
24'-0 1/2"
36'-0"
23'-2"
DECK
BATH 2
20'-1 1/2" 3'-11"
6'-0"
UNIT 2 FLOOR PLAN
A2
0 1' 2' 3' 4' 8'
FLOOR PLAN - UNIT 2A
UNIT 2B SQUARE FOOTAGE

NET LIVING

GROSS LIVING

FIRST FLOOR DECK

SECOND FLOOR DECK

THIRD FLOOR DECK
814 SQ. FT.
860 SQ. FT.
120 SQ. FT.
120 SQ. FT.
78 SQ. FT.
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
FLOOR PLAN - UNIT 2B
UNIT 2A SQUARE FOOTAGE

NET LIVING

GROSS LIVING

FIRST FLOOR DECK

SECOND FLOOR DECK

THIRD FLOOR DECK
810 SQ. FT.
848 SQ. FT.
143 SQ. FT.
143 SQ. FT.
82 SQ. FT.
39 Antioch, CA
December 11, 2024
KIT./
DINING
DECK
33'-3 1/2"
41'-5"
LIVING
BEDROOM 3
11'-6"x10'-4"
BATH 2BATH 1
W/D
BEDROOM 1
11'-6"x13'-1"
WH
BEDROOM 2
11'-6"x10'-4"
20'-2" 9'-3 1/2"
29'-3 1/2"
16'-5" 3'-9"
4'-0"
UNIT 3 FLOOR PLAN
A3
0 1' 2' 3' 4' 8'
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
UNIT 3 SQUARE FOOTAGE

NET LIVING

GROSS LIVING

FIRST FLOOR DECK

SECOND FLOOR DECK

THIRD FLOOR DECK
1065 SQ. FT.
1118 SQ. FT.
160 SQ. FT.
160 SQ. FT.
146 SQ. FT.

FLOOR PLAN - UNIT 3
39 Antioch, CA
December 11, 2024

12.84 67'-2"
41'-5"
4'-9" 57'-8" 4'-9"
21'-3"20'-2"
67'-2"
10'-9 1/2" 12'-4 1/2" 10'-11" 6'-0" 12'-8"
41'-5"
26'-1" 15'-4"
LOBBY
12'-8" X 12'-4"MAIL
9'-10" X 10'-0"
OFFICE 1
9'-10" X 14'-10"
OFFICE 2
10'-0" X 14'-10"

COMMUNITY
ROOM
26'-0" X 24'-0"

FITNESS
JAN.

WOMEN MEN
CLOS.

WORK

STATIONS
19'-5"26'-8"11'-7"
ENTRY
5'-7" 8'-10"

COMMUNITY
BOARD

PRINTER

COMMUNITY CENTER FLOOR PLAN
A4
0 1' 2' 3' 4' 8'
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024

FLOOR PLAN - COMMUNITY CENTER

FLOOR AREA
GROSS AREA 2554 SQ. FT.
39 Antioch, CA
December 11, 2024
(REVERSE)
UNIT 2B
142'-9"
67'-2"
(STANDARD)
UNIT 1
(REVERSE)
UNIT 1
(STANDARD)
UNIT 2B
(REVERSE)
UNIT 1
(STANDARD)
UNIT 1
(REVERSE)
UNIT 2B
(STANDARD)
UNIT 2B
4'-0" 4'-0"
BUILDING 1 TYPE 3S-24B - 24 UNIT BUILDING
A5
0 2' 4' 6' 8' 16'
BUILDING 1

TYPICAL FLOOR PLAN
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
39 Antioch, CA
December 11, 2024
(REVERSE)
UNIT 2B
184'-2 1/4"
67'-2"
(REVERSE)
UNIT 1
(STANDARD)
UNIT 3
(STANDARD)
UNIT 2B
(STANDARD)
UNIT 1
(REVERSE)
UNIT 3
(REVERSE)
UNIT 2A
(STANDARD)
UNIT 2A

12.84 (STANDARD)
UNIT 1
(REVERSE)
UNIT 1
4'-0" 4'-0"
BUILDING 2 TYPE 3S-30E - 30 UNIT BUILDING
A6
0 2' 4' 6' 8' 16'
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
BUILDING 2

TYPICAL FLOOR PLAN
39 Antioch, CA
December 11, 2024
LJ
� Jessica Court Multi-Family Development N
m Antioch, CA
O")
M December 11, 2024

COMMUNITY
CENTER
4'-0"
UNIT 1
(STANDARD)
UNIT 1
(REVERSE)
184'-2 1/4"
UNIT 2A
(STANDARD)
UNIT2A
(REVERSE)
UNIT 1
(STANDARD)
UNIT 1
(STANDARD)
4'-0"
UNIT 2B
(STANDARD)
UNIT 2B
(REVERSE)
BUILDING 3

FIRST FLOOR PLAN
BUILDING 3 TYPE 3S-28A - 28 UNIT BUILDING
A7
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brenfwood, CA 94513
925.634.l(X)() I sdgarchitectsinc.com
architects
(STANDARD)
UNIT 2A
(STANDARD)
UNIT 1
(REVERSE)
UNIT 1
(STANDARD)
UNIT 2B
184'-2 1/4"
67'-2"
(REVERSE)
UNIT 2A
(REVERSE)
UNIT 1
(STANDARD)
UNIT 1
(REVERSE)
UNIT 2B
(REVERSE)
UNIT 3
(STANDARD)
UNIT 3
4'-0" 4'-0"
BUILDING 3 TYPE 3S-28A - 28 UNIT BUILDING
A8
0 2' 4' 6' 8' 16'
BUILDING 3

SECOND & THIRD FLOOR PLAN
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
39 Antioch, CA
December 11, 2024

TYPICAL ROOF PLAN
A9

TYPICAL ROOF PLAN
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
0 2' 4' 6' 8' 16'
39 Antioch, CA
December 11, 2024
� Jessica Court Multi-Family Development
cn Antioch, CA en M December 11, 2024
CJD
□□
UNIT 28
UNIT 28
DD tJD
OD DD

LEFT ELEVATION
UNIT 18 UNIT 18
DtJ
OD
UNIT 28

EXTERIOR COLOR KEY NOTES
r-;:;-i BODY • STUCCO
� COLOR: SHERWIN WILLIAMS - SW 7551 GREEK VILLA (254-C1)

VERTICAL SIDING - FIBER CEMENT BOARD AND BATTENS WITH

TRIM AT CORNERS
COLOR: SHERWIN WILLIAMS· SW 7697 SAFARI (296-C6)
r-;:;-i FASCIAIMETAL RAILING
� COLOR: SHERWIN WILLIAMS - SW 7645 THUNDER GRAY (278-C1)

Q ENTRY DOORS I ACCENTS
� COLOR: SHERWIN WILLIAMS • SW 7645 THUNDER GRAY (278-C1)

ROOFING

GAF ROOFING
COLOR: TIMBERLINE SHINGLES· WEATHERED WOOD

ALL COLORS TO HAVE OWNER APPROVAL BEFORE BEING
APPLIED TO BUILDING SURFACES.

RIGHT ELEVATION
UNIT 28

FRONT/REAR ELEVATIONS
m�
BUILDING 1 TYPE 3S-248 EXTERIOR ELEVATIONS
A10
SDG Architects. Inc.
336 I Walnut Blvd. Suite 120
Brentwood, CA 945 I 3
925.634.7000 I sdgarchitectsinc.com
architects
tJCl
UNIT 3B
� Jessica Court Multi-Family Development
cn Antioch, CA en M December 11, 2024
UNIT 3B
OD tJQ
DIT 00

LEFT ELEVATION
UNIT 1B UNIT 2B UNIT 1B
DCJ
OD
UNIT 2B

RIGHT ELEVATION
UNIT 2B

FRONT/REAR ELEVATIONS

EXTERIOR COLOR KEY NOTES
M BODY • STUCCO
� COLOR: SHERWIN WILLIAMS - SW 7551 GREEK VILLA (254-C1) r--;;:;l VERTICAL SIDING - FIBER CEMENT BOARD AND BATTENS WITH L"...'.J TRIM AT CORNERS
COLOR: SHERWIN WILLIAMS - SW 7697 SAFARI (296-C6)

M FASCIA/METALR AILING
� COLOR: SHERWIN WILLIAMS - SW 7645 THUNDER GRAY (278-C1)

Q ENTRY DOORS/ ACCENTS
� COLOR: SHERWIN WILLIAMS -S W 7645 THUNDER GRAY (278-C1) r-;;;-i ROOFING
� GAF ROOFING
COLOR: TIMBERLINE SHINGLES - WEATHERED WOOD

ALL COLORS TO HAVE OWNER APPROVAL BEFORE BEING
APPLIED TO BUILDING SURFACES.
m�
BUILDING 2 TYPE 3S-30E EXTERIOR ELEVATIONS
A11
SDG Architects, Inc.
336 I Walnut Blvd. Suite 120
Brentwood. CA 94513
925.634.7000 I sdgarchitectsinc.com
architects
tJCl
UNIT3B
� Jessica Court Multi-Family Development
cn Antioch, CAen M December 11, 2024
UNIT 3B
OD DO
DIT DD

LEFT ELEVATION
UNIT 1B UNIT 2B UNIT 1B
DCJ
OD
UNIT 2B

RIGHT ELEVATION
UNIT2B

FRONT/REAR ELEVATIONS

EXTERIOR COLOR KEY NOTES
M BODY • STUCCO
� COLOR: SHERWIN WILLIAMS - SW 7551 GREEK VILLA (254-C1) G]

VERTICAL SIDING - FIBER CEMENT BOARD AND BATTENS WITH

TRIM AT CORNERS
COLOR: SHERWIN WILLIAMS - SW 7697 SAFARI (296-C6)

M FASCIA/METALR AILING
� COLOR: SHERWIN WILLIAMS - SW 7645 THUNDER GRAY (278-C1)

Q ENTRY DOORS/ ACCENTS
� COLOR: SHERWIN WILLIAMS -S W 7645 THUNDER GRAY (278-C1)

ROOFING

GAF ROOFING
COLOR: TIMBERLINE SHINGLES - WEATHERED WOOD

ALL COLORS TO HAVE OWNER APPROVAL BEFORE BEING
APPLIED TO BUILDING SURFACES.
m�
BUILDING 3 TYPE 3S-28A EXTERIOR ELEVATIONS
A12
SDG Architects, Inc.
336 I Walnut Blvd. Suite 120
Brentwood. CA 94513
925.634.7000 I sdgarchitectsinc.com
architects
9'-1"
8'-0"
6'-8"
3'-6"
9'-1"
6'-8"
9'-1"
6'-8"
3'-6"
8'-0"
9'-1"
8'-0"
6'-8"
3'-6"
9'-1"
6'-8"
9'-1"
6'-8"
8'-0"
T.O. PL
SOFFIT HT.

HD. HT.

RAIL HT.

SOFFIT HT.

HD. HT.

T.O. PL
T.O. PL
T.O. PL
T.O. PL
T.O. PL
RAIL HT.
3'-6"
RAIL HT.

T.O. SF.

T.O.S. T.O.S.

KITCHENDININGLIVING KITCHEN DINING LIVING

KITCHENDININGLIVING KITCHEN DINING LIVING
DECK
DECK
PATIO
DECK
DECK
PATIO
±5'-1 5/8"
MIN.
4 12
4 12
ENTRY
ENTRY

ENTRY ENTRY
ENTRY
ENTRY

SLOPE TO
DRAIN

SLOPE TO
DRAIN
T.O. SF.

T.O. SF.
±6'-3 5/8"
MAX.PROPOSED
MECH.

EQUIP.

PROPOSED
MECH.

EQUIP.
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024

TYPICAL SECTION
A13
0 1' 2' 3' 4' 8'
Antioch, CA
November 12, 2024
Antioch, CA
December 11, 2024

FILBERT
STREET

BIOSWALE
��---.-------------------..__

PARKING LOT
PAVING
&LANDSCAPE
BUILOING2

PLAYGROUND

SEE LANDSCAPE PLANS
PROP.LINE�
�4§'-_0" ______ --
�MAX.

CENTER
\ LINE
\
TC 63.20'
�- SLIDING METAL
GATE (BEYOND}w/COLUMN ON
EACH SIDE, S.L.D.

TC 68.15' 68.07'

SIDEWALK BIOSWALE PARKING LOT

FILBERT
STREET
I I
I I
NDSCAP
gJ Jessica Court Multi-Family Development
m Antioch, CA
O")
M December 11, 2024
I
I
I
I
-T
� 7
I :

I I
I
»t= r111 I
A 1'
SHT. A11

SITE KEY
FG. 72.30'
TC 71.10' FF. 73.30'

BREEZEWAY
BUILDING 2
PAVING
& LANDSCAPE
45'-0�' ------
MAX.
<(
�I
□
Z'
:::J
TC 75.45'
TC 75.05' TC 76.60'
FF. 75.811'
�
I
I
I
I
BUILDING 1 PARKING DRIVE AISLE TANDEM

PARKING
I
I
BUILDING 1

BREEZEWAY
TC 75.45'
TC75.05'

AVIN PARKING DRIVE AISLE
FG. 75.80'
FG. 74.55'
TC76.60'
TANDEM

PARKING
FG 75.50'

PLAYGROUND

SEE LANDSCAPE PLANS

JESSICA DRIVE (PVT)

JESSICA DRIVE (PVT)
Sl.l□ING METAL �
GATE w/ COLUMN ON
I EACH SIDE, S.L.D.

I
I
I

SIDEWALK

OVERALL

SITE SECTION A
CENTER
\I LINE
l
PROP. LINE I
OAKLEY RO.
-- ______ 45.'.:0"£1iiL
MAX-:-V
□
FF. 75.80'
BUILDING 1

PARTIAL

SITE SECTION A
SLIDING METAL -�
GATE w/ COLUMN ON
EACH SIDE, S.L.D.
�
I
I
I
I
I
I
I
I

SIDEWALK
CENTER
LINE
PROP. LINE

PARTIAL

SITE SECTION A
TC 75.45'

PARKING
OAKLEY RD.
0 4' 8' 12' 16'
I
I
I
I
I
I
I TC, <(
I�
DR
'W
z
•I
I(_)�
·�I
32'

CONCEPTUAL SITE SECTION
A14
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brenfwood, CA 94513
925.634.l(X)() I sdgarchitectsinc.com
architects
� Jessica Court Multi-Family Development N
m Antioch, CA
O')
M December 11, 2024
I

PROPERTY
�
!
LINE
�
7' TALL WOOD-----.

FENCE, SEE
LANDSCAPE DWGS.

EG 77.68'
TC 76.50'
A 1'
SHT. A11

SITE KEY

LANDSCAPE
FF. 75.80'
FG 75.10'
WALK
BUILDING 1
45'-0*'
------MAX.

TC 74.45'
FG 74.80'

LANDSCAPE
TC 73.50'
DRIVE

AISLE LANDSCAPE
TC 73.60'

PARKING
--,-
1 I
I
I

I /PROPERTY
V
LINE
I
I
I
I

LANDSCAPE
?'TALL WOOD

FENCE, SEE
LANDSCAPE DWGS.

SITE SECTION B
0 4' 8' 12' 16' 32'

CONCEPTUAL SITE SECTION
A15
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brenfwood, CA 94513
925.634.l(X)() I sdgarchitectsinc.com
architects
T.O. RIDGE
T.O. PL
T.O. TRIM
T.O.

T.O. PL
HD. HT.

T.O. TRIM

FIBER CEMENT
r;:lV1 SOARD AND 6A'ITTN5 �
I!-------------- ------------! I
L� L�
CEMENT PLASTER OYER �
C.MU - PAINT TO MATC.H �BUILDING

REAR ELEVATION
T.O. RID6E
1;,,--FROVIDE MET AL
6ATE AT OPENIN6
PER OYiNERS 5PEC.S
VilTH AGCESSIBLE
HARDi'lARE
I
I

I PLASTER

OYER CMJ I PAINT TO

I MATCH
'/

BUILDING
I r---- ----7 11 II S'-4'
L� .,,_��.,, I 11 IRo. I 11 I
Lu _J

LEFT ELEVATION
�
12·-e"
T.O. RIDGE
T.O. PL
HD. HT.

T.O. TRIM
Sl -
d:) �
� Jessica Court Multi-Family Development
°' Antioch, CA
0)
M December 11, 2024
' ' ' ' ' '
12'-e"
DECORATIVE riaOD
CORflELS
FIBER C.EMENT
SOARD AND 6ATTEN5
T.O. RIDGE
I 11 ,---------! I
I II I L�
I 11 I
L u _J

RIGHT ELEVATION
' I I ' ' I I ' ' I ' ' I I
T.O. PL
T.O. TRIM
c.EMENT PLASTER OVER

C,MJ - PAINT TO MATCH

BUILDING
COMP. SHINGLE

FWOFING

FIBER CEMENT
SOARD AND 6ATTEN5
TRIM
�-4' STEEL PIPE
1/2" DIAMETER CANE
60LTS
FILL 'f,1,/ CONCRETE
(TYP. OF 4)
-H+-- 16 6AU5E METAL SIDING
>'I' LOCKAELE HASF,
I
L�
� '« L_AINT TO MATCH
�J.DING

FRONT ELEVATION
:r

EXTERIOR COLOR KEY NOTES EXTERIOR COLOR KEY NOTES
�

ENTRY DOORS I ACCENTS
�

BODY - STUCCO
COLOR: SHERWIN WILLIAMS-S W 7645 THUNDER GRAY (278-C1) COLOR: SHERWIN WILLIAMS - SW 7551 GREEK VILLA (254-C1) �

ROOFING
G]

VERTICAL SIDING - FIBER CEMENT BOARD AND BATTENS WITH

GAF ROOFING TRIM AT CORNERS
4' DIA.

BOL LARDS,
TYP.

COLOR: TIMBERLINE SHINGLES- WEATHERED WOOD COLOR: SHERWIN WILLIAMS - SW 7697 SAFARI (296-C6)

ALL COLORS TO HAVE OWNER APPROVAL BEFORE BEING FASCIA I METAL RAILING APPLIED TO BUILDING SURFACES. � COLOR: SHERWIN WILLIAMS- SW 7645 THUNDER GRAY (278-C1) D.S.
'
,---------------,
I -.. I 4,12
I I

I RIDGE I
I I
I
4,12
I _. I
L _______________ )
2'-5"
I
D.S.

ROOF PLAN
24'-0"
.21'-8'
--------4\. /2------- rnI r--1 I "'-I
I I I b' 10 1/8'L 3' 10 3/4'1"1 ' 3" b'-10 l/2'L x 5'-0"IS x 4 µ - 4'-b"� (5�ANT) x -
5'-l'H (SLANT) ' " '-0 3 CU YD. RECYCLE 4 CU YD. TRASH o I -- L ______ _
�,... ______ J ��1�5
SLOPE�
DRAIN
½"- CANE 60LT

INSERTS
C.ONCRETE --
✓
�
APRON
24'-0"

FLOOR PLAN
DOOR

LOCATION
ALT.
0 1' 2' 3' 4' 8'

CONCEPTUAL TRASH ENCLOSURE A
A16
SDG Architects, Inc,
336 I Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 I sdgarchitectsinc.com
architects
T.O. TRIM
T.O. TRIM
1 1---
---------
L _J

REAR ELEVATION
CEMENT PLASTER OYER CM.J �
- PAINT TO MATCH BUILDING �
I i---------7 11 I
L _J I 11 I
I 11 I
Lu _J

LEFT ELEVATION
� Jessica Court Multi-Family Development °' Antioch, CA � December 11, 2024
------------------------
! I
L _J
CEMENT PLASTER OVER �
CM\!· PAINT TO MATCH �BUILDING
T.O. TRIM
I
1-------------
L_J

M PROVIDE METAL
� 6ATE AT OPENING
PER OMRS 5PEC5
r!ITH ACGE551BLI'
HARDrlARE
I 11 ,---------! I
I 11 I L _J
I 11 I
L u _J

RIGHT ELEVATION
----------------------!
I
1/2" DIAMETER CANE L _J
BOLTS

FRONT ELEVATION
T.O. TRIM

GEMENT PLASTER OVER

C,MJ - PAINT TO MATCH

BUILDING

METAL GATE B
TRIMB
4' STEEL PIPE
FILL 'f,1,/ CONCRETE
(TYP. OF 4)
16 6AU5E METAL SIDIN6
LOCKABLE HASF, • , OJ��--= -
21'-2"
6"

EXTERIOR COLOR KEY NOTES

BODY - STUCCO
COLOR: SHERWIN WILLIAMS - SW 7551 GREEK VILLA (254-C1)

ENTRY DOORS / ACCENTS
COLOR: SHERWIN WILLIAMS- SW 7645 THUNDER GRAY (278-C1)

ALL COLORS TO HAVE OWNER APPROVAL BEFORE BEING
APPLIED TO BUILDING SURFACES.
9'-10'
6"
'-3'r--------� ----
N
--------7
'\. , , ✓ : I
I
r--1
I I
I I
r--1
I ..

I I
I
6'-10 1/8'L x 6'-IO"Yi x I
6'-2 l/2"H (SLANT) I
8 CU YD. TRASH I
L ________ .J
I
6'-10 1/8"L x 5'-8"rl x O I6'-0"H (SLANT) I 6 CU YD. TRASH I L ________ J
0 /

SLOPE TO
DRAIN
6'-0"L x 5'-8"Yi x
b'-O"H (SLANT) I
I 6 CU YD. RECYCLE I
L ______ _ J
�- CANE BOLT

INSERTS

CONCRETE---/-,
APRON
)?
L __ J L __ Sl
%GALS %GALS .. ORGANICS ORGANICS '
'

FLOOR PLAN
0 1' 2' 3' 4' 8'

CONCEPTUAL TRASH ENCLOSURE B
A16A
SDG Architects, Inc,
336 I Walnut Blvd. Suite 120
Brentwood, CA 945 I 3
925.634.7000 I sdgarchitectsinc.com

CARPORT EXHIBIT
A17

CARPORT TYPICAL DETAIL

CARPORT EXAMPLE PHOTO
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024
Antioch, CA
November 12, 2024
Antioch, CA
November 12, 2024
Antioch, CA
December 11, 2024
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024

TYPICAL EXTERIOR DETAILS
A18
WINDOW SILL w/ TRIM
WINDOW HEAD w/ TRIM

VERTICAL FIBER

CEMENT SIDING
2x4 SMOOTH FIBER
CEMENT HORZ. TRIM

VERTICAL FIBER

CEMENT SIDING

VINYL WINDOW FRAME

VINYL WINDOW FRAME
DOOR HEAD w/ TRIM
2x4 SMOOTH FIBER
CEMENT HORZ. TRIM

VERTICAL FIBER

CEMENT SIDING

HOLLOW METAL

DOOR FRAME

EXTERIOR FINISH
- SEE PLAN
2x BLOCKING,
S.S.D.

METAL VERTICAL
RAILS

METAL TOP &

BOTTOM RAILS

RAIL CONNECTION

ATTACHMENT TO WALL
1 1/2" SQ. METAL TUBING

TOP & BOTTOM RAILS
T.O. PORCH / DECK
1" SQ.

METAL

PICKETS
@ MAX.
4 1/2"
O.C.
3'-6"4"

METAL RAIL
STUCCO, SEE ELEV.

FOR COLOR
WINDOW SILL w/o TRIM
WINDOW HEAD w/o TRIM
DOOR HEAD @ EXT. PLASTER
2x SIDING CORNER

VINYL WINDOW FRAME

VINYL WINDOW FRAME
STUCCO, SEE ELEV.

FOR COLOR

HOLLOW METAL

DOOR FRAME
WINDOW TO WINDOW w/o TRIM

VINYL WINDOW FRAME
WINDOW TO WINDOW w/o TRIM

VINYL WINDOW FRAME
2x6 SMOOTH FIBER
CEMENT VERT. TRIM
SCALE:3"=1'-0"
SCALE:3"=1'-0"
SCALE:3"=1'-0"
SCALE:3"=1'-0"SCALE:3"=1'-0"
SCALE:3"=1'-0"
SCALE:3"=1'-0"
SCALE:3"=1'-0"
SCALE:3"=1'-0"

VERTICAL FIBER

CEMENT SIDING
2x6 & 2x4

SMOOTH FIBER
CEMENT VERT.

CORNER TRIM,
2x6 TO FACE
FRONT
SCALE:3/4"=1'-0"
8"
HD. BD. SOFFIT
8"

STUCCO SOFFIT

VERTICAL
FIBER
CEMENT
SIDING
2x4 SMOOTH
FIBER
CEMENT
HORZ. TRIM

STUCCO,
SEE ELEV.

FOR COLOR
DRIP
SCREED

SIDING TO STUCCO TRANSITION

PLI-DEK FINISH
SYSTEM
1" SQ. T.S. POST
WELDED TO 4"
SQUARE
BASEPLATE, TYP.

GUARDRAIL POST
SCALE:3"=1'-0"
RAIL CONNECTION SCALE:3"=1'-0"

VERTICAL FIBER

CEMENT SIDING
SCALE:3"=1'-0"
2x4 SMOOTH FIBER
CEMENT HORZ. TRIM
STUCCO, SEE ELEV.

FOR COLOR
SCALE:3"=1'-0"
SCALE:3"=1'-0"

PRE-FAB
CONC.

STAIRS
METAL

STRINGER
RISER
(7" MAX.)
TREAD
(11" MIN.)
METAL
GUARD 3 7/8"
MAX.

HANDRAIL @ EXTERIOR STAIRSCALE:3"=1'-0"
BOTTOM OF STAIR SCALE: 1 1/2"=1'-0"
TOP OF STAIR SCALE: 1 1/2"=1'-0"
1'-5"
1'-9"
DECORATIVE GABLE END VENTSCALE: 1 1/2"=1'-0"
2x4 SMOOTH

FIBER CEMENT
TRIM
LOUVERS w/
2" REVEAL
PREMANUF. G.S.M.

GABLE VENT
DECORATIVE GABLE END VENTSCALE: 1 1/2"=1'-0"

VERTICAL FIBER

CEMENT SIDING
2x4 SMOOTH FIBER
CEMENT HORZ. TRIM
2x4 SMOOTH FIBER
CEMENT HORZ. TRIM
1 1/2" MIN. CLR1 1/4" MIN.
1 1/2" MAX.
34" MIN.
38" MAX.

LANDING OR STAIR NOSING
42" MIN.
@ GUARDRAIL
1 1/4" MIN.
1 1/2" MAX.

GUARD
@ STAIR
SHAPED

HANDRAIL

BRACKET
TREAD
(11" MIN.)
RISER
(7" MAX.)
3 7/8"MAX.
3 7/8"MAX.
3 7/8"
MAX.

METAL GUARD
METAL

STRINGER
PRE-FAB CONC.

STAIRS
T.O.S. OR T.O. SF.

STUCCO, SEE ELEV.

FOR COLOR
STUCCO, SEE ELEV.

FOR COLOR

CONTINUOUS
2x4 SMOOTH FIBER
CEMENT HORZ. TRIM
Antioch, CA
November 12, 2024
Antioch, CA
November 12, 2024
Antioch, CA
December 11, 2024
399.228
Jessica Court Multi-Family Development
Antioch, CA
November 12, 2024

PAINTED
GSM

FLASHING
6" TYP.

VERTICAL FIBER

CEMENT SIDING
2x8 RAKE
BOARD

ROOF TRUSS

COMPOSITION

SHINGLE

ROOFING

COMPOSITION

SHINGLE ROOFING
2x CONT.

BLOCKING
12" TYP.

ROOF TRUSS
2x8 RAKE BOARD
BEYOND

VERTICAL FIBER CEMENT SIDING

TYPICAL EAVE TYPICAL RAKE
5" PROFILE
GUTTER
3'8" MIN.FINISH GRADE
2"
1 1/2"
FOAM WAINSCOT SCALE:1 1/2"=1'-0"
STUCCO, SEE ELEV.

FOR COLOR
1/4" STUCCO o/ 2x FOAM

WAINSCOT
2x4 FLAT FRAMING @ 24" O.C.
- PAINT TO MATCH EXTERIOR

FINISH COLOR
SCALE:3"=1'-0"SCALE:3"=1'-0"
1'-10" 8"
90 °
1"

DECORATIVE SHED ROOF
DECORATIVE CORBEL SCALE:1 1/2"=1'-0"
2x BLKG.
6"
1" 1"
1"
6x12 WD.

CORBEL
12 4 COMPOSITION SHINGLE

ROOFING
2x6 FASCIA
2x BLOCKING
2x8 RAKE BOARD BEYOND
2x6 WD. BRACKET
4x6 WD. CORBEL

EXTERIOR FINISH
SCALE: 1 1/2"=1'-0"
ROOF DRAIN SCALE: NO SCALE
OVER
FLOW
PIPE
DRAIN
PIPE
SIZE PER DRAIN MFR.

ISOMETRIC VIEW OF

DRAIN ASSEMBLY
SLOPE

OVERFLOW

SPLASH BLOCK

ROOF GUTTER

DOWNSPOUT
SPLASH BLOCK SCALE:NO SCALE

BUILDING
MECH. EQUIP PLATFORM
3/4" PLYWOOD o/2x
FRAMING. SLOPE
1/4" PER FOOTFUTURE
MECH.

EQUIP.
±6'-3 5/8"
4"
SCALE:1/2"=1'-0"

TPO MEMBRANE

ROOF FINISH

ROOF FRAMING

TYPICAL EXTERIOR DETAILS
A19
Antioch, CA
November 12, 2024
Antioch, CA
November 12, 2024
Antioch, CA
November 12, 2024
Antioch, CA
December 11, 2024
� Jessica Court Apartments
en Antioch, CAen M December 11, 2024
EJ GAF Roofing
Timberline Shingles - Weathered Wood
� Stucco
SW 7551 Greek Villa (254-C1)
@J Vertical Siding
Board & Batten - Fiber Cement
SW 7697 Safari (296-C6)
8 Fascia/ Metal Railing
SW 7645 Thunder Gray (278-C1)
B Entry Doors / Accents
SW 7645 Thunder Gray (278-C1)
Note: All colors and textures are representative samples only, pending verification of actual material suppliers and manufacturers for this particular project.

COLOR SCHEME
A20
SDG Architects. Inc.
336 I Walnut Blvd. Suite 120
Brentwood, CA 945 I 3
925.634.7000 I sdgarchitectsinc.com
architects
LEGEND

SYMBOL DESCRIPTION

EXISTING PROPOSED
---

HINGE LINE/TOP /TOE

CONCRETE V-DITCH

GRADED SWALIE

CONTOUR LINES
-Of-----{□f---
A j l

DAYLIGHT LINE/LIMI T OF GRADING

PROPER TY LINE

EASEM ENT LINE
CEN TERLINE (Ct)

FENCE (WOOD)

DRIVEWAY
------ RET AINING WALL w/ SUB-D RAIN

BUILDING EDG E
� EASEM ENT AREA
� -- - � WATER LINE AND VALVE

SANITARY SEWER LINE AND

MANHOL IE OR CLIEANOU T

STORM DRAIN LINE AND MANHOLE
SDCOo--------
WM o----WMo----
4" PERF /SOLID SUBDRAIN W/ CLEANOU T

WATER LATERAL / MET ER
□
E

RELOCATED
', '
;J:,-------0
! 4"SS >---
□ ■
--E--
--------{}----- -G

T- -T --T-
@
• •
@ )
2%

SANITARY SEWER CLEANOU T (SSC O)

FLAT DRAIN INLIET AS SPE CIFIED

FIRE HY DRAN T
STREETLIGHT STANDARD l'liTH MAST

ARM AND LUM INAIRE (ELIEC TROLIER)

PULL BOX (AS NOTED)

ELECTRIC AL CONDUIT

GAS MAIN

TELEPHONE CONDUI T

STREE T MONUM ENT
BOl.lARD
JOINT POLE w/ GUY ANOiOR

PERC EN T GRADE

VERTICAL GRADE BREAK (PROFILE)
TREE

ABBREVIATIONS

AB AGGREGATE BASE N/B NORTH BOUND
AC ASPHALT CONCRETE p PAD

AD AREA DRAIN PA PLANTER AREA

BC BEGIN CURVE PL, P/L PROPERTY LINE

BM BENCHMARK PCC POINT OF COMPOUND CURVATURE

BMP BEST MANAGEMENT PRACTICE PERF, PERFORATED

BOT, BOTTOM PIEE PRIVATE INGRESS & EGRESS EASEMENT

BSW BACK OF SIDEWALK PRC POINT OF REVERSE CURVATURE

BVC BEGIN VERTICAL CURVE PROJ, PROJECTED

BW BOTTOM OF WALL (EXPOSED) PSDE PRIVATE STORM DRAIN EASEMENT

CL CENTER LINE PUE PUBLIC UTILITY EASEMENT

CB CATCH BASIN PV PAVEMENT/ASPHALT GRADE
co CLEAN OUT PVI POINT OF VERTICAL INTERSECTION
CR CURB RETURN R= RADIUS OF CURVE
DI DRAIN INLET t:,,= INCLUDED ANGLE OF CURVE
DS ROOF DOWN SPOUT L= ARC LENGTH OF CURVE
EC END CURVE RCP REINFORCED CONCRffi PIPE
EL ELEVATION RIM RIM ELEVATION EP EDGE OF PAVEMENT R/W RIGHT OF WAY EVC END VERTICAL CURVE s SLOPE EX EXISTING S/B SOUTH BOUND EVAE EMERGENCY VEHICLE ACCESS fASEMENT SD STORM DRAIN FACE OF CURB SDCO STORM DRAIN CLEANOUT FDC FIRE DEPARTMENT CONNECTION SDE STORM DRAIN EASEMENT FF FINISHED FLOOR SDMH STORM DRAIN MANHOLE FG FINISHED GRADE SE SIDEWALK EASEMENT

FIRE HYDRANT SF SQUARE FIEET

FL FLOW LINE S,O, SIDE OPENING
FOGLN FOG LINE (WHITE STRIPE) ss SANITARY SEWER

GB GRADE BREAK SSE SANITARY SEWER EASEMENT
GI GREASE INTERCEPTOR ssco SANITARY SEWER CLEANOUT

GM GAS METER SSMH SANITARY SEWER MANHOLE

GR GRATE ELEVATION STD STANDARD

HP HIGH POINT TB TOP OF BERM

IRR IRRIGATION TC TOP OF CURB
JT JOINT llRENCH TCM TREATMENT CONTROL MEASURE

LF LINEAL FIEET TW TOP OF WALL
LIP LIP OF GUTTER TYP TYPICAL LP LOW POINT vc VERTICAL CURVE MAX MAXIMUM w WATER LINE MH MANHOLE WM WATER METER COPYRIGHT NOT£:
:�_:OPY(l�--;I IT STl�'I I\JC; :-_:CH\JSUI -,�_[\ITS ,t.11 (1:--;I ITS �'ISl(\,,r--:1_ I\CJ =iART 2, Tl IS CPA'NIIK M ,i\Y J[ r=F<CDJ :[J Jy P IC-C20PY l'IC, ;[:=oRJI\IC :J-, DY "l'-Y Ul�l� \lc<.1·I:0. Uk '.c C�lJ. l'�UC'cc:OlU UR lk,c_·E\1II lU 1·1 Uk� ,>.I,y :_:UHl'l_, llP OR iJl�l� './(Sll\L; '/>!I �U_I �c 'k CR '/ik cl l'lRl./I':/X_\ Uf S-cf'_ I\IG c::: -I',,_IL T'I. T,. ::OF'IE'S CF TH'.S ['.F;!--i-!l'I!� \!1 -� ::1_ - \J,I :::0:I::;IIF-_ ,ll�'I\ -,FF \\J.r; ,,_-:·.::F 'f'" 1-IOT ' ID.

DATE: MARCH 12, 2025
SCALE: AS NOTED
DRAWN: DSK, MTM
MANAGER: DSK NO, BY DATE REVISIONS
t:
�
1--
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l,.J
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I
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I "! ::?

TENTATIVE TRACT MAP
82RESIDENTIALCONDOMINIUMS
3321 JESSICA COURT

CITY OF ANTIOCH CONTRA COSTA COUNTY
"> -
:2 PSDE ___J - 7_---

CALIFORNIA
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6 '
0,3395 A CRES
- >----- - _ PSDE (ENTIRE LOT) _ ___ _ ___ _ ___ CENTERLINE___ ___ "" N89'46'42"W 14.02' BUILDING OUTI_INE SHOWN FOR REFERENCE I �JESSICA DRIVE fsyr)
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�-.

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�JESSICADRIVEfPYI'J I
I ---l,: - - - -1 L=J,9J' BUILDING OUTI_INE SHOWN FOR REFERENCE i,j ::il ", ___/ _ PAUE, EVA£, p SE I
II
2 I
4=90"00'00"
SOO'IJ'18"W 8.04' I
I [ - - -PSD_E_ -- --77.-,65-. - - � ,+
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- - - - -- I

PSDE (ENTIRE LOT)
I �,
1 �,)15�
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PAUE r, , � � �
1 LOT A
1 00
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1!2
I I
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I � r-----7 24 RESIDENTIAL 2/:

I H�� I
PSDE
- ISOO't-J w � CONDOMINIUMS
I f>:;-;
N00'45'0"f"E
0 1REA=11,304 SF LJ l::M
I L __ _J COMMON OPEN SPACE
�
�� vi 0-2595 A CRES)
I � I f;:� I ��7. 887 SF0'-._'0 "l::90• !a! f;l,.; I........ ��''>''�� - ;;:; I oc;'.; I J2t 22 ::::, PAUE < PAUE I
L=Jl\.42'
R=24oo
I I I
I I I
I I I
I I I
PRdJECT GENERAL NOTES:

COMMON OPEN SPACE (TOTAL AREA = 11,287 SF)
• 5,20· � � ;
� I �� I I
� i i I � I 1
1N00'1J'18"E 8.04'
1-- ">
:::i; -
f!3 � 1-�
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I
-
0 I'!:"-

OAKLEY RD
g> :3
'i' �
E 18TH ST

FILBERT ST
L...------VICINI1YMAP-------'

NOTTO SCALE
Cl
ci 0::: :g
>- � l,.J -J t::i � '-'
0 I
I
r JO_oo·
I

SHEET INDEX

1. OWNEfVDEVELOPER: SHOONYA LLC 15, WATER SYSTEM: CITY OF ANTIOCH 89'46'42"£ 17.5 ' J I I I II"'

SHEET NO, DESCRIPTION
I

2. CIVIL tGINEER:

I
I

3. SOILS fNGINEER:

4. APNs:
33837 6TH STREET
UNION CITY, CA 94587

STERLING CONSULTANTS
46560 FREMONT BOULEVARD, SUITE 205
FREMONT, CA 94538
CONTACT: DILIP S, KISHNANI, P,E., QSD
TEL: 510-344-8956
TBD

MULTIPLE

5. EXISTING LAND USE: VACANT
6, PROPOSED LAND USE: RESIDENTIAL
7, SITE AREA: 130,503 SF (2,9959 ACRES)
8, NUMBER OF LOTS: 4 (3 CONDOMINIUM LOTS; 1 COMMON LOT) (82

TOTAL CONDOMINIUMS
9, LOT SIZES:
10, GENERAL PLAN:
11, EXISTING ZONING:
12, PROPOSED ZONING:
13, SETBACKS:
14, DENSITY:

LOT 1 - 11,304 SF (24 CONDO UNITS)
LOT 2 - 15,915 SF (30 CONOO UNITS)
LOT 3 - 14,787 SF (28 CONDO UNITS)
LOT A - 88,497 SF

MEDIUM DENSITY RESIDENTIAL
HIGH DENSITY RESIDENTIAL (R-35)
HIGH DENSITY RESIDENTIAL (R-35)
FRONT: 15 FIEET
REAR: 15 FEET
SIDE: 15 FEET
27 DU/AC

CITY APPR

PREPARED BY, OR UNDER
THE DIRECTION or:

NOT APPROVED

FOR CONSTRUCTION
16, SEWER SYSTEM: CITY OF ANTIOCH
17, STORM DRAIN SYSTEM: CITY OF ANTIOCH
18, GAS & ELECTIRIC: PACIFIC GAS & ELECTRIC (P,G,&E,)
19, CABLE:
20, TOPOGRAPHY:
21, BOUNDARY:
22, STREETS:
23, FLOOD ZONE:
24, GRADING:
25, DIMENSIONS:

COMCAST CABLE

EXISTING TOPOGRAPHY AS SHOWN IS PER FIELD SURVEY OONE
BY STERLING CONSULTANTS IN JULY, 2023.

BOUNDARY AS SHOWN IS BASED ON A FIELD SURVEY DONE
BY STERLING CONSULTANTS IN JULY, 2023,

ALL LOTS WILL HAVE PRIVATE STREET ACCESS TO OAKLEY

ROAD AND FILBERT STREET,
ZONE-X; PANEL-06013C0332F

GRADES SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE

DURING FINAL DESIGN,

LOT DIMENSIONS (SHOWN TO NEAREST TENTH OF A FOOT)

AND AREAS SHOWN HEREIN ARE APPROXIMATE AND SUBJECT

TO MINOR CHANGES DURING FINAL DESIGN,
26, UTILITIES: ALL PROPOSED UTILmES SHALL BE PLACED UNDERGROUND,

ALL STORM DRAINS, SANITARY SEWERS AND WATER MAINS

SHALL ADHERE TO MINIMUM SIZES & SLOPES PER THE

GOVERNING AGENCIES,
27, C3 COMPLIANCE: llREATMENT WILL BE ACHIEVED USING A BIORETENTION SYSTEM, SEE SHEET 5,

GRAPHIC SCALE
,o 0
I ---
PREPARED BY:
f;IJSTERLING
� CONSULTANTS
15 46560 FREMONT BOULEVARD, SUITE NO, 205
FREMONT, CA 94538
lsterlingconsultants@gmailcom PHONE: 510,344,8956
,o
( IN FEET )
60 120
l __ �I
I inch - 30 ft,
PREPARED FOR:

SHOONYALLC
33837 6TH STREET
UNION CITY, CA 94587
S00'1J'/8"W 68.62'
N0/'19 J4 E
!:l! I
I I I�
I I 'Ji
� -L �--J N'.::. _ �-Jg' PSDE
189.01 - -

SUBDIVISION PLAN
21LM,!_N
SCALE: 1 "=30'
38,00' HALF RIGHT-OF-WAY
'± "±

SIDEWALK
6,00'± 7,00'±
::l
�
u.0
""u<u.

TM1
TM2 & 3
TM4
TM5
TM6
TM7
TM8
""
31 /'.:Ic::

0.0c::0.

TITLE SHEET - NOTES, TYPICAL SECTIONS & SUBDIVISION PLAN

EXISTING COND ITION MAP & PRELIMINARY DEMOL ITION PLAN

PRELIMINARY GRADING & DRAINAGE PLAN

PRELIMINARY UTILI TY PLAN

PRELIMINARY STORMWATER CONTROL PLAN

PRELIMINARY PROFILE - JESSICA DRIVE (PVT)

PUBLIC UTILITY EXHIBIT
30,00' HALF RIGH T-OF-WAY
'± '±

SIDEWALK
u
u.
5'±
..,I
31 I'.:c::
u.l
c::a.

EXISllNG PAVEMENT EXISTING 6" VERTICAL CURB
& 18 GUTTER
EXISllNG PAVEMENT EXISTING OR NEW 6" VERTICAL
CURB & 18 GUTTER PER ST-04
NEW 4,5' SIDEWALK
PER ST-04

EXISTING SIDEWALK EXISTING WALL
FILBERT STREET-TYPICAL 1/2 R/W

NOT TO SCALE
APN: MULTIPLE
OAKLEY ROAD-TYPICAL 1/2 R/W

NOT TO SCALE
3321 JESSICA COURT SHEET NO,

TITLE SHEET - NOTES, TYPICAL SECTIONS & SUBDIVISION PLAN TMI 1 OF 8 SHEETS -------------JOB NO,
CITY OF ANTIOCH COUNTY OF CON1RA COSTA CALIFORNIA 2022-238 0 co co co
E-t
u <
p::;
EX.CB GR 63.
/
OJ! SIT9
SDMH RIM 62.86
18" RCP !NV 55. 76
6 <«:i�c!;,
"'".�.

62.Ba
X 64.69 CR
I-
tr)
" �a-+
[x CB GR 63. 13
18" Inv. Out 60.94
COPYRIGHT NOT£:

SEE TM3
:�_:OPY(l�-;I IT STl�'I I\JC; :-_:CH\JSUI -,�_[\ITS ,t.11 (l�-;1 ITS �'ISl(\.,r--:1_ I\CJ =iART '-'66.73
,ra,i-32"
2, Tl IS CPA'NIIK M .i\Y J[ r=F<CDJ :[J Jy P IC-C20PY I·Ic. ;[:=oRJI\IC :J-, DY .>.I> Y U I �l � ·-L<i·I:,. Uk '.c C�lJ. I '�UCc:.::ClU UR I k.i\. ·E\1II lU I ·I Uk � . >.I> Y :_:UHl'l_. llP OR iJl�l� ';'(Sll\L; iii �U_ I �c 'k CR \ik cl l'lRl./1':/X_ Uf s-c:f'_I\IG c::: 1·:._1u;1.r: ::OF'IE'S ,:F TH:s ['.F;/\v\!l'I!� ·,;1-�::1_- \.l-1 :::s:1:::11F_ ,lc�·J;.-.FF 111.r; ,,_-;-·.:F if'" I/OT ID.

DATIE: MARCH 12, 2025
SCALE: AS NOTIED
DRAWN: OSK, MTM
DESIGNED : OSK, MTM
ENGINEER: OSK
MANAGER : OSK NO. BY DATE REVISIONS
X
X 67,22
DR/P/2
'1.�7.20
�.6"X5
20 0
I \.158.41
�28"
:;;
N00'4501 �
n
�a::
c:::ii:i2 �o
X
1 X 68.95 x DRIP15
[X. BUILDING

GRAPHIC SCALE
10 20
I_I
40 80
l__ �I
( IN FEET )
1 inch = 20 ft.

CITY APPR

PREPARED BY, OR UNDER
THE DIRECTION OF:

NOT APPROVED

FOR CONSTRUCTION
H�IION

1. DR1P2
X
''' ''
-
-
X
,--
-
-

DEMOLITION LEGEND

PROPERTY LINE

SAWCUT LINE
.183.45
27' □AK + TAG 3 EX. TREE WITH GROUND ELEV., DBH,

REMOVE EXISTING TREE

REMOVAL NOTES
i-:------REMOVE EXISTING FENCE
1---REMOVE EXISTING BRICK ,---......___, f:-----REMOVE EXISTING BUILDING 1----REMOVE EXISTING UTILITY

PROTECTION NOTES
©---PROTECT EXISTING UTILITY

1. 2.

3. 4.

Re: 3321 Jessica Ct.

Tai.lie of Existinl!. Trees

DEMOLITION NOTES
DEVELOPER'S CONlRACTOR SHALL OBTAIN A DEMOLITION PERMIT FROM CITY OF ANTIOCH'S BUILDING DEPARTMENT PRIOR TO START OF DEMOLITION.

THE PROPERTY LINE SHALL BE THE LIMITS OF DEMOLITION UNDER THE GRADING PERMIT.

CONlRACTOR SHALL COORDINATE UTILITY DISCONNECTIONS WITH THE RESPECTIVE UTILITY AGENCIES PRIOR TO START OF DEMOLITION ON THE SITE.

UTILITIES TO BE ABANDONED WITHIN THE AREAS OF PROPOSED IMPROVEMENTS

SHALL BE REMOVED IN THEIR ENTIRETY OR ABANDONED IN PLACE PER RECOMMENDATIONS OF THE PROJECT SOILS REPORT.

March 27, 2023
Page3ofll
"'"'I ��--Y
'"i's
I
s:; :3"'
- -
g, o'i oJ
,,J
�r--;i-__ 7�'
- - --- - -2--� TREE PR/V,
Tree Botanical/ Common
NL1rnbcr Name
I to 5 Acer spp. (?)
DUH Condition Mature or Disposition Comments
Heritage
Tree
2" Gooo No To I emain*
I I
X • o
2, -
sr,9
1 ,% 69+
l.i869
t>!��:_ � - =-----
¼{
"''o
,\0"\
1-,,,
..,,,.,,,,.
,.::-:i «>
CJ ��
tq X
I'• )
[X. BUILDING
'"
09"fL X
VERTICAL DATUM: HELD INVERT THROUGH ELEVATION OF 49.42' AT THE SSMH IN THE PARKING LOT OF THE GRACE BIBLE FELLOWHIP CHURCH, SHOWN AS THE 8" VCP TIE IN FROM SUBD 6717 LOT 1 ON THE PRELIMINARY STREET PLAN AND PROFILE PLANS PREPARED BY WALLACE B. DUNCAN, RCE 27827, DATED 4-26-2004 PREPARED BY:
f;IJSTERLING
� CONSULTANTS
46560 FREMONT BOULEVARD, SUITE NO. 205
FREMONT, CA 94538
[email protected] PHONE: 510.344.8956
PREPARED FOR:

SHOONYALLC
33837 6TH STREET
UNION CITY, CA 94587

A TE EASEMENT
- -
- -
-
-
��~o
X
r--..
r--.. co
co co ,-,
'.I)
6 Ligustmm lucidurn / J@4" Fair to Poor No
Glossv Prive,
J Tree(?) 6" Dead No
8 Myoporum laetum / 6" Poor No
N.C.N.
9 Myoporum laetum / G" Poor No
N.C.N.

JO Pious pinca / Jtali:m 12" Fair No
Stone Pinc
II Myoporum laetum / 15" Poor No
N.C.N.
12 Myoporum laemm / 8" Poor No
N.C.N.
13 Tree (?) 15", Dead No
12"'
14 Myopontm laet1.1m / 10", Pooc No
N.C.N. 10"
15 Myoporum laetum / 12" Poor No
N.C.N.
16 f'inus pincn / Italian 24" Poor No
Stone Pinc
lJ Fraxinus uhdei / Multi Poor No
Evergreen Ash 6''.6",
4",4",
4·'
Re: 3321 Je��ica Com1
18 19
20 21
n
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 Myoporum ladum /
N.C.N.

Dcdduou:. Tree ("!)
4•· r Poor No
16" .Fair to Poor No
12"',8", Poor No
6'.
s·· Povr No
4",4", Poor No
.. ,
Qucrcus agrifoliu I Const 20" Fnir t.o Good Yes
Live Oak
Deciduous Tree(?)
Deciduous Tree(?)
Deciduous Tree ?
Occiclumrn Trs.-c ?
Eucalyptus
po!yanthem.os / Silver
DollurGum
Acer s
Acer s
Myupurum ladum /
N.C.N.

Myopomm lactum /
N.C.N.

Several deciduous trees
(?)
Multi Poor
6" Poor
6'. Poor No
Multi Poor No
Multi Poor No
Multi Poor No
Multi Poor No
6 @ 8" Foir to Good
2 11. 6'' Poor No
4·· "Poor No
6'",4"", Pour No
4"
3@ 61
' F.tir No
12" fair
All Poor
li!SS
than 6"
No
No
'REVISED SINCE ORIGINAL SITE PLAN
To emain*
ITo Remain* I
To emain*
To I emain*
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Remove
Mcirch 27, 2023
Pnge4 of 11
Remove
Remove
Remove
Remove
Remove
Remove.

Remove
Remove.

Remove
Remove
Remnvc
Remove
Remove
Remove
RemOVI!
Remove
Remove
Tree has fallen. Still alive but in poor
condition due to stmcturc.

Crowded by ndjacent Pine.

U mlcsirablc weed s ccics
U ndesimb le weed spci.:ies
Full. Rrnnchcs to ground. Mighl
possibly be saved with some
modification to the site ,hm.

Generally undesirable species.

BOUNDARY: BOUNDARY BASED UPON FIELD SUR

PERFORMED BY OR UNDER DIRECTION OF HELMU
GROSS LOT AREA= 130,503.49 SQ. FT. (2.9959 ACRES}
BASIS OF BEARINGS: N 89°46'42" W ALONG THE OCCUPATIONAL CENTERLINE OF OAKLEY ROAD, BEARING AS SHOWN ON THE MAP OF TRACT 6717, 374 MAPS 2, CONTRA COSTA COUNTY RECORDS.

APN: MULTIPLE
KORSTICK, PLS 7739.
3321 JESSICA COURT

EXISTING CONDITION & PRELIMINARY DEMOLITION PLAN
CITY OF ANTIOCH COUNTY OF CON1RA COSTA CALIFORNIA
� .., 0 ::,: "'
NO. 7739
SHEET NO.

TM2
2 OF 8 SHEETS
JOB NO.
2022-238
- - -
---------- J;DY..lf]l.Lffi[___
'"
0 0
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\
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[X. CB GJ 85. 36
18" Inv. Out 82.57
c,,.
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'l}" 85.29
ed] ,·& 85.15
6[� ,c,.q, Sh 5.91 ,s
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18" Inv. Out 81.87

65.25 EP1
----,
(PUBLIC)
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Ex. Catch Basin GR 52.54
(2) 18" SO /NV. IN 46.14
JJ" SO /NV. OUT 46.04
Ex. Catch Basin GR 53. JO/
/8" SD /NV. THRU 47.35
s� I
'¼-,;6'
q, I'P
Ex. SSMH RIM 54. 12
(2) B" SS /NV. IN 41.32
24" SS /NV. THRU 32.14
x. SSMH RIM 54. 46
" SS INV. THRU 43.76
" SS /NV. THRU 43.66

JE SICA COURT (UNIMPROVED)
----
,/"'
_j
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X 7 -81 D
X
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COPYRIGHT NOT£:
:�_:OPY(l�--;I IT STl�'I I\JC; :-_:CH\JSUI -,�_[\ITS ,t.11 (1:--;I ITS �'ISl(\,,r--:1_ I\CJ =iART 2, Tl IS CPA'i-/I1-IC M,i\Y J[ r=F<CDJ :[J Jy P IC-C2rJPY l'IC. ;[:=ORJI ·-IC :J-, DY 0 I·.y Ul�l� •,Li\.J•l:O. Uk '.c C�lJ. l'�UC'c:.:OlU UR lk.c.·E\1II lU 1·1 Uk� 0 I·.y :_:UHl'l_. llP OR iJl�l� 'i(Sll\L; '/>!I �U_I �c 'k CR ·Nk cl l'lRl./I':/X_ Uf S-cf'_ l:IG c::: -1·, .. _I L T'I. T',. ::OF'IE'S CF TH'.S [:F::· 'i:!l'I!� \!1 -� ::1_ - :J,I :::0:I:::IIF-_ ,ll�'I, .-.JC'F :\1-.. r; ,,_-:·.·.:F ,:r;c IIOT ID.

DAlE: MARCH 12. 2025
SCALE: AS NOlED
DRAWN: DSK, MTM
DESIGNED: DSK, MTM
ENGINEER: DSK
MANAGER: DSK NO. BY DATE REVISIONS
20 0
1 GRAPHIC SCALE
10 20
I_I
40 80
l__ �I
( IN FEET )
1 inch = 20 ft.

CITY APPR

PREPARED BY, OR UNDER
THE DIRECTION OF:

NOT APPROVED

FOR CONSTRUCTION
3 I
(]QOM C: N.:l L "6L
WATER VL r.
[X. BUILDING
EX. BUILDING
HJ.NON
I "'
I '-!,
8 84.46EPJ
c::i
Cl:::
>-
L..J
-.J
:::.::
6 83.79 EP2
B2.76 EP2

81.29EP2
VERTICAL DATUM: HELD INVERT THROUGH ELEVATION OF 49.42' AT THE SSMH IN THE PARKING LOT OF THE GRACE BIBLE FELLOWHIP CHURCH, SHOWN AS THE 8" VCP TIE IN FROM SUBD 6717 LOT 1 ON THE PRELIMINARY STREET PLAN AND PROFILE PLANS PREPARED BY WALLACE B. DUNCAN, RCE 27827, DATED 4-26-2004 PREPARED BY:
f;IJSTERLING
� CONSULTANTS
46560 FREMONT BOULEVARD, SUITE NO. 205
FREMONT, CA 94538
[email protected] PHONE: 510.344.8956
PREPARED FOR:

SHOONYALLC
33837 6TH STREET
UNION CITY, CA 94587
c;'J
[x. SOMH Rim 56.69
6" 50 /NV. IN 48. 79
18" SD /NV. THRU 48.69
x. SSMH RIM 56. 16
" SS /NV. THRU 49.52
r SS /NV. THRU 49.42

56.16 !c .S SMH ( 02)
a :,,
t;J
SEE TM2 BOUNDARY: BOUNDARY BASED UPON FIELD SUR
------------------11 PERFORMED BY OR UNDER DIRECTION OF HELMU GROSS LOT AREA= 130,503.49 SQ. FT. (2.9959 ACRES}
BASIS OF BEARINGS: N 89°46'42" W ALONG THE OCCUPATIONAL CENTERLINE OF OAKLEY ROAD, BEARING AS SHOWN ON THE MAP OF TRACT 6717, 374 MAPS 2, CONTRA COSTA COUNTY RECORDS.

APN: MULTIPLE
KORSTICK, PLS 7739.
3321 JESSICA COURT

EXISTING CONDITION & PRELIMINARY DEMOLITION PLAN
CITY OF ANTIOCH COUNTY OF CON1RA COSTA CALIFORNIA
� .., 0 ::,: "'
NO. 7739
SHEET NO.

TM3
3 OF 8 SHEETS
JOB NO.
2022-238
I Ex. SDMH Rim 59.66
1 I J_
1_1_��==--=--"=�:::_c_�=----j---+------"'ru�G�£�O�FDRga�D-----------------� -1--1 1
X 64.69
CR
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:::;

1. 2.

3. 4.

5. 6.

I
V)
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i'c1 co� ---J
0 c:::

I
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Ex. CB GR 63.13 "'1'
18" Inv. Out 60.94
. ..

GRADING NOTES:

I o6J" - --
XT3(
� � �
C

SITE GRADING & EXCAVATIONS SHALL ADHERE TO ALL RECOMMENDATIONS CONTAINED IN THE PROJECT GEOTECHNICAL REPORT.

ALL GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED.

ALL CUT AND FILL SLOPES AT THE BOUNDARY LINES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT ADJACENT FENCES WILL NOT BE DAMAGED. GRADING SHALL CONFORM AT BOUNDARY LINES.

ALL CUT SLOPES SHALL BE ROUNDED TO MEET EXISTING GRADES AND BLEND WITH SURROUNDING TOPOGRAPHY. ALL GRADED SLOPES OVER FIVE FEET IN HEIGHT SHALL BE PLANTED WITH SUITABLE GROUND COVER.

DURING GRADING OPERATIONS, THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES BOTH ON-SITE. STREETS SHALL BE SWEPT PER REQUIREMENTS SPECIFIED IN BLUEPRINT FOR CLEAN BAY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF SAID GRADING QUANTITIES PRIOR TO THE START OF THE GRADING OPERATION. THE CONTRACTOR SHALL

ALSO BE RESPONSIBLE FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLY MATERIAL FOR DEFICIENCIES TO BRING PAVEMENT OR LOTS TO REQUIRED GRADE. CLARIFICATION OF GRADING SHALL BE DONE BY THE ENGINEER.

7. WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM. THIS INCLUDES WASTE FROM PAINTING, SAWCUTTING, CONCRffi WORK, ETC. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO ELIMINATE DISCHARGES

TO THE STORM DRAIN SYSTEM AND, IF NECESSARY, PROVIDE AN AREA FOR ON-SITE WASHING ACTIVITIES DURING CONSTRUCTION. MATERIALS WHICH COULD CONTAMINATE

STORM RUNOFF SHALL BE STORED IN AREAS WHICH ARE DESIGNED TO PREVENT EXPOSURE TO RAINFALL AND TO NOT ALLOW STORM WATER TO RUN ONTO THE AREA.

COPYRIGHT NOT£:
:�_:OPY(l�--;I IT STl�'I I\JC; :·_:CH\JSUI -,�_[\ITS ,t.11 �1�--;11T� �'ISl�\.,r--:1_ I\CJ =iART 2, Tl IS CPA'i-/11-IC
M,i\Y J[ r=F<CDJ :[J Jy P 1c-c21Jpy l'IC, ;[:=oRJI\IC :J-, DY "l'-Y Ul�l� \lc<,1,r,. Uk '.c C�lJ. l'�UC'c:.::ClU UR lk,i\.'L\1II lU 1·1 Uk� "l'-Y :_:UHl'l_. llP OR iJl�l� '<(Sll\L; '/>!I �U_I �c 'k CR '/ik cl l'lRl/I':/X_ Uf S-cf'_ l!IG c::: -I',,_IL T'I, T,. ::OF'IE'S CF TH'.S [:F:!, v\!l'I!� :;1 -� ::1_ - !J.I :::0:1:::IIF-_ ,ll�'l.,-,JC'F i/1- .. r; ,,_-:',!iF ,:r;c IIOT ID.

DATE: MA RCH 12, 2025
SCAL E: AS NOTED
DRAWN: DSK, MTM
MANAGER: OSK NO. BY DATE REVISIONS
5'��
[2
/ ii ' I •· "'
' ,112.0%

1.i-
! :1 �
';720.00
1\ :

8. FLUSHING OF STREETS/PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT CONTROLS ARE USED. AREAS REQUIRING CLEANING SHOULD BE SWEPT.

9. WHERE UNSTABLE OR UNSUITABLE MATERIALS ARE ENCOUNTERED DURING SUBGRADE

PREPARATION, THE AREA IN QUESTION SHALL BE OVER EXCAVATED AND REPLACED BY SELECT BACKFILL MATERIAL AS NEEDED.

10. WHERE ABANDONED UNDERGROUND STRUCTURES ARE ENCOUNTERED IN THE STREET

AREAS, REMOVE TO SUFFICIENT DEPTH TO ALLOW UNDERGROUND LINES TO CROSS, BACKFILL AND COMPACT DURING ROUGH GRADING. THE INSPECTOR MAY REQUIRE

FURTHER WORK TO BE DONE IF VISUAL INSPECTION INDICATES SO DURING CONSTRUCTION.

11. PRIOR TO ANY GRADING, DEMOLmON OF THE SITE SHOULD BE COMPLETED. DEMOLmON

SHOULD INCLUDE THE COMPLETE REMOVAL OF ALL SURFACE AND SUBSURFACE STRUCTURES. IF ANY OF THE FOLLOWING ARE ENCOUNTERED: TREE ROOT SYSTEMS, CONCRffi, SEPTIC TANKS, GAS OR OIL TANKS, STORM INLETS, IRRIGATION PIPES,

FOUNDATIONS, ASPHALT, DEBRIS AND TRASH, THESE SHOULD ALSO BE REMOVED, WITH THE EXCEPTION OF ITEMS SPECIFIED BY THE OWNER FOR SALVAGE.

12. EARTHWORK QUANTITIES IF SHOWN ON THESE PLANS ARE APPROXIMATE ESTIMATED QUANTITIES AND ARE FURNISHED FOR THE CITY OF ANTIOCH'S INFORMATION ONLY.

THE ACTUAL AMOUNT MAY VARY DEPENDING ON COMPACTION, CONSOLIDATION, STRIPPING AND THE CONTRACTOR'S METHOD OF OPERATION.

13. ALL NEW/UPGRADED UTILmES SHALL BE INSTALLED UNDERGROUND. 20 0

GRAPHIC SCALE
10 20
I_I
40 80
l__ �I
( IN FEET )
1 inch = 20 ft.

CITY APPR

PREPARED BY, OR UNDER
THE DIRECTION OF:

NOT APPROVED

FOR CONSTRUCTION
311.21'
,._
,._I!,�
"'"'�-'2'f:k
ii" ·ci' I
J
�H h--•-·•-·••--·•• ---··- l
X
:� f.-·
' '
t
. ·, ....... .....,.,--,.--�--=1--,----------·

EARTHWORK SUMMARY
MEASURED RAW CUT: 1469 Cf
(UNDER FOOTPRINT, DRIVEWAY & BIORETEN TION)
MEASURED RAW FlU.: 607 Cf
(UNDER FOOTPRINT, DRIVEWAY & BIORETEN TION)
ESTIMATED EXPORT: 862 Cf

EARTHWORK QUANTITIES SHOWN HEREON ARE APPROXIMATE ONLY FOR ESTABLISHMENT OF FEES. CONTRACTORS SHALL BASE BID AND OR

CONTRACT AMOUNTS UPON THIER OWN EARTHWORK ESTIMATES FOR COMPLETION OF THE WORK SHOWN HEREON, NOT ON THE QUANTITIESSHOWN ABOVE.

NO ADJUSTMENTS HAVE BEEN APPLIED FOR SHRINK OR SWELL
PREPARED BY:
f;IJSTERLING
� CONSULTANTS
46560 FREMONT BOULEVARD, SUITE NO. 205
FREMONT, CA 94538
[email protected] PHONE: 510.344.8956
PREPARED FOR:

SHOONYALLC
33837 6TH STREET
UNION CITY, CA 94587
"

ENTRY WAY
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APN: MULTIPLE
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18" Inv. Out 82.57
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3321 JESSICA COURT SHEET NO.

85.25 [P2
PRELIMINARY GRADING & DRAINAGE PLAN TM4
4 OF 8 SHEETS
JOB NO.

CITY OF ANTIOCH COUNTY OF CON1RA COSTA CALIFORNIA 2022-238 I\
Q
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COPYRIGHT NOT£:
v
:�_:OPY(l�--;I IT STl�'I I\JC; :-_:CH\JSUI -,�_[\ITS ,t.11 (1:--;I ITS �'ISl(\,,r--:1_ I\CJ =iART 2, Tl IS CPA'i-/I1-IC M ,i\Y J[ r=F<CDJ :[J J'r P Ic-c21Jpy l'IC. ;[:=oRJI\IC :J-, DY 01·. Y U I �l � •,L<.i·J:,. Uk '· C�lJ. I '�UC'c:.::ClU UR I k.i\. 'L\1II lU I ·I Uk � "I'. Y :_:UHl'l_. llP OR Ol�l� 'i(Sll\L; '/>!I �U_I �c 'k CR '/ik cl l'lRl./I':/X_\, Uf s-c:f'_ I\IG c::: 1·: _IL T\I\ r:. ::OF'IE'S CF TH:s [:F:i''i-!l'I!� '.!/ -� ::1_ - \,J,j :::0:I:::JJF _ ,lr�·.1:-.FF //Ir: .,_-/'//F if'' ]\JOT ID.
20 0

GRAPHIC SCALE
10 20
I_I
( IN FEET )
40 80
l__ �I
1 inch = 20 ft.

DAlE: MARCH 12, 2025 PREPARED BY, OR UNDER ESS THE DIRECTION OF: IS)'fl-Of IO¾ <
SCALE: AS NOlED NOT APPROVED ;§: q s. Kts,si �
DRAWN: DSK, MTM FORCONSTRUCTION § :;;' � ,;,
--
-------
----
-
+-----+
--
-+-
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---+
--
----
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... \� C 51620 - .:'._
DESIGNED: DSK, MTM _ , •. \' ...-,
• - - J'I(";�, ;;r ENGINEER: DSK ·" ._ • ..,,.,..__ �� :=. - 1- .... , ,. ,C,,"<' .,:::::.::-----¼-�.�- OF CAI.\'~MANAGER: DSK NO. BY DATE REVISIONS CITY APPR 1 -- PREPARED BY:
f;IJSTERLING
� CONSULTANTS
46560 FREMONT BOULEVARD, SUITE NO. 205
FREMONT, CA 94538
[email protected] PHONE: 510.344.8956
PREPARED FOR:

SHOONYALLC
CfVl // 0 �1� :· AD
v 67., 5 r--.. • • • •'v 'GR
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33837 6TH STREET
UNION CITY, CA 94587
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3321 JESSICA COURT

PRELIMINARY UTILITY PLAN
CITY OF ANTIOCH COUNTY OF CON1RA COSTA CALIFORNIA
I\
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\ EX.CB GJ 85.36 ✓
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18" Inv. Out 82.57
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SHEET NO.

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TM5
5 OF 8 SHEETS
JOB NO.
2022-238
HJ.HON
LA_L-k=-cc=-==--'-=I =---'-I -----------,.,,-,=--,-=!MP #3 1--- 1-17
;,;; .
:-.·. -:-:-:-:-:-:-: '•:-:-:-:-:-:-:-:-;o:!:-:-:-:
(]
DMA#1 #2
MA#14
MP.AREA=19\�
72�1\
IMP. AREA=8,211 SF IMP.�A=683 SF (i'"
tl
�------4
v
IMP#1
TREATMENT AREA=l,286 SF
:,· . ,, ;. ,• ·.,. ,,,· •.-•-.·. • .... . . . • •· . '· : .. · � A -� ,.,:.,,_;� .... ;-:, .. ···'.?•.��-1.-:\�;\ ��;�i!t�i.-:• ):"!···. -� .. ii!�� ... rt��51f\1�-,-��::�t��, .. 1 .. ; :��i:.:�• ... {.j?..,::/; , •··.r.: •• • -� .. � • .. ···-· ... , .. - /
IMP. AREA=3,025 SF
DMA#1-�-
IMP. AREA=2,174 SF
IMP. AREA=2,174 SF
DMA 12
IMP.AREA-
-----IMP#2
TREATMENT AREA=l,710 SF
DMA#8
1s
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DMA#10 �
IMP. AREA=13,432 SF
/( /( �� Yr"';.....;...��.,.;,.;;.,;��""A;.;....A:.....,...:..;;.� MA#9
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IMP. AREA=4,348 SF
8" CLASS II BASEROCK

PER SOILS ENGINEER'S RECOMMENDATION

DEEPENED CURB & GUTTER
r @ BIO-RETENTION AREAS
�-.------+ �-,.-+-. �
I .. • '
I • • 3' ROUNDED COBBLES
g
>Lu
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AT CURB OPENINGS BIO-RETENTION AREA PER

DETAIL THIS SHEET
COPYRIGHT NOT£:
:�_:OPY(l�--;I IT STl�'I I\JC; :-_:C.H\JSUI -,�_[\ITS ,t.11 (l�--;1 ITS �'ISl(\-'F--:1_ I\C.l =iART 2, Tl IS CPA"i-/11-IC M ,i\Y J[ r=F<CDJ :[J Jy P 1c-c21Jpy 1·1c. ;[:=ORJI ·-IC :J-, DY .>.I\ Y U I �l � ·-L<i·i:,. Uk '.c C�lJ. I '�UC"c:.::ClU UR I k.i\. ·E\III lU I ·I Uk � .>.I\ Y :_:UHl'l_. llP OR iJl�l� 'i(Sll\L; "foil �U_I �c 'k CR ·Nk cl l'lRl./1',/X_! Uf S-cf'_ I\IG c::: -1·, .. _I L T\I\ T',. ::OF'IE'S CF TH'.S [:F::· 'io!l"I!� \!1 -� ::1_ - :.1.1 :::0:I:::IIF-_
,lc�·I: -.FF :.I.r: ,,_-:·.·.:F :-r;c 1-IOT • ID.

DA lE: MARCH 12, 2025
SCALE: AS NOTED

BIORETENTION AREA SIZED PER CALCULATIONS

SEE PLAN VIEW DETAIL
24"$0. OVERFLOW STRUCTURE DI 1
6'
24" CURB OPENING

AS SHOWN
3'x2' ROUNDED COBBLES

OVER FABRIC TO DISSIPATE

WATER INTO TREATMENT

PRIVATE STREET

AREAS (ALONG DRIVEWAY EDGE)
M�¥,�i-99�'z;;'iiQs,l(l�<','0i;)vQ?ii.i;fi;�M�t;;¥,�i-99�'z;;�;f.,'9�<',°0"�" 12" CLASS II PERMEABLE MATERIAL

PER CAL TRANS SPECIF/CATIONS
4" PERFORATED SUB-DRAIN Ii 11 �
PIPE 0.10' ABOVE NATIVE SOIL � --

TYPICAL BIO-RETENTION PLANTER

NOTTO SCALE

PREPARED BY, OR UNDER
THE DIRECTION OF:

NATIVE SOIL

NO COMPATION
30 0
PREPARED BY:

GRAPHIC SCALE
15 JO
I_I
( IN FEET )
60 120
l__ �I
1 inch = 30 ft.

PREPARED FOR:
4 ••

MODIFIED VERTICAL CURB & GUTTER (DEEPENED)

ADJACENT TO BIO-RETENTION AREAS

NOT TO SCALE
APN: MULTIPLE
Project Name: 3321 Jes sica Ct

SURFACE LEGEND
---------
1 • • • • • ·u.·.·.·.

B
.. ·.

R
·. ·.·.·
#
·- · ·
1 · ·. ·.·-·.·. . . . . . -. . - . -.. . . . . . . . . ... . . . . . . . . .... . . . . . . . . . .... . '.... ' . . .... . . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . • • . . . . . . . . . . . . . .

DRAI NAGE t.lANAGEt.lENT AREA (Dt.lA)
BIORETENTION PLANTERS (BR #1)

SEE TYPICAL DETAILS

SELF-TREATING AREA (LANDSCAPING)
Project Type: Standard LID WQ Treatment
APN:

Drainage Area: 130,503 sq ft
Mean Annual Precipitation : 13.0 inches
Self-Treating DMAs
IDMAName
DMAi5
IV. Areas Draining to IMPs
IMP Name: IMP1
IMP Type: Bioretentio n Facility
Soil Group: D
OMA Name Area (sq ft)
DMAl 8,211
DMA2 683
DMA3 5,756
DMA4 5,754
DMAS 3.025
DMA7 2,174
DMA8 4,349
DMA6 2 174
Area (sq ft)
32,786.0
Post Project DMA Runoff
Surface Tvne Factor
Concrete or Asphalt 1.00
Concrete or Asohalt 1.00
Convenlional Roof 1.00
Convenlional Roof 1.00
Concrete or Asohalt 1.00
Conventional Roof 1.00
Conventional Roof 1.00
Conventional Roof 1.00
Total
IMP Si,:in Factor Minim1.1m
IMP Name: IMP2
Area 0.040
IMP Type; Bioretention Facility
Soil Group: D
OMA Name Area (sq ft)
DMA9 11,865
DMA10 13.432
DMA11 11,541
DMA12 4,400
DMA13 1508
1,285 SQ ft
Post Project DMA Runoff
Surface Tvne Factor
Concrete or Asohalt 1.00
Concrete or Asnhalt 1.00
Convenlional Roof 1.00
Concrete or Asphalt 1.00
Concrete or A:;nhalt 1.00
Total
DMA Area x
Runoff Factor

8.211
683
5,756
5,754

3.025

2.174
4,349
2,174
32,126
Pro osed
1,286 sq n
DMA Area x
Run off Factor
11,865

13.432
11,541
4,400
1,508
42,746
IMP Slzln Factor Minimum Pro osed
IMP Name: IMP3
Area O.D40 1,710sqfl 1,710sqft �------�---�--�---�--�
IMP Type: Bioretention Facility
Soll Group: D
OMA Name
DMA14
Area (sq ft) Post Project DMA Runoff
Surface Tvoe Factor

19.085 Concrete or Asphalt 1.00
IMP Si>:in Factor
Area D.040
Total
Minimum
763 sq ft
DMA Area X
Runoff Factor
19,0B5
19,085
Pro osed
764 sq ft
Report generated Oil 1 i/06/2024 by the Contra Costa Clean Waler Program IMP Sizing Tool software (version 1.4.0.0). 3321 JESSICA COURT SHEET NO.

DRA WN: DSK, MTM

NOT APPROVED
FOR CONSTRUCTION f;IJSTERLING
� CONSULTANTS

SHOONYALLC
33837 6TH STREET
UNION CITY, CA 94587 PRELIMINARY STORMWATER CONTROL PLAN TM6 6 OF 8 SHEETS
MANAGER: OSK NO. BY DATE REVISIONS CITY APPR
46560 FREMONT BOULEVARD, SUITE NO. 205
FREMONT, CA 94538
[email protected] PHONE: 510.344.8956 CITY OF ANTIOCH COUNTY OF CON1RA COSTA JOB NO.

CALIFORNIA 2022-238
88 84
80 76
72 68
r-------------+------------r-------------+------------t--------------+------------t--------------+------------+--------------+------------+--------------+----------- ----J88 f-------------+-----------f-------------+-----------t-------------+-----------t-------------+------- -----,----t------------'-�h-..----- -t------------+-----------t--------------lB4 ��
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56 56 �
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PVI £LE = 84."'0�0 _______ ----,A.UK : 1)1
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02 �
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=-==-==-=-=-+-�,_.::J'_j "II - ~ , 84 II:,. ii "-
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Q 68 I
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bl � VERTICAL SCALE: 1"=5' \a:
ii:' a.. \
68 _j
64 I

FIRE TR JCK CLEARANCE
Ttt-SCAI.1!: 1" :20,
1---
------1
' ERTICAL SCALE: 1 "=20'
64 7+00 7+50 8+00 8+50
COPYRIGHT NOT£:
:�_:OPY(l�--;I IT STl�'I I\JC; :-_:CH\JSUI -,�_[\ITS ,t.11 (1:--;I ITS �'ISl(\,,r--:1_ I\CJ =iART 2, Tl IS CPA'i-/llK M,i\Y J[ r=F<CDJ :[J J'r P IC-C20PY l'IC, ;[:=oRJI\IC :J., DY 0 I·.y Ul�l� \lc<,i·l:O. Uk'· C�lJ. l'�UC'cc:OlU UR lk,i\.'L\1II lU 1·1 Uk� 0 I·.y :_:UHl'l_, llP OR Ol�l� '!(Sll\L; 'fc!I �U_I �c 'k CR '/c!k cl l'lRl/I':/X_\, Uf S-cf'_ l•IG c::: ·1',,_IL T'I, T',. ::OF'IE'S CF TH'.S ['.F'.i' 'ic!l'I!� '.!1 -� ::1_ - !J,I :::s:I:::IIF._ ,ll�'li-,F'F ::1.r: ,,_-:'iiF 1f'' l·IOT ID.

DAlE: MARCH 12, 2025
SCALE: AS NOlED
,o a
3+00

GRAPHIC SCALE
15 30
I_I
( IN FEET )
1 inch = 30 ft.

PREPARED BY, OR UNDER ESS THE DIRECTION OF: IS)'f'I.Of IO¾ <
NOT APPROVED ;§: q s. Kt s,si '1<,,
DRAWN: DSK, MTM
DESIGNED: DSK, MTM
ENGINEER: DSK
FORCONSTRUCTION § :;;' �'\
----
--
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• - .0 I 'I<";�, ,:;<
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.,::::.::---¼-�.�,,, . .OF CAI..\'~ MANAGER: DSK NO. BY DATE REVISIONS CITY APPR I 3+50 4+00 4+50

PRELIMINARY PROFILE
HORIZONTAL SCALE: 1 "=20'
VERTICAL SCALE: 1"=5'
PREPARED BY:
f;IJSTERLING
� CONSULTANTS
46560 FREMONT BOULEVARD, SUITE NO. 205
FREMONT, CA 94538
[email protected] PHONE: 510.344.8956
PREPARED FOR:

SHOONYALLC
33837 6TH STREET
UNION CITY, CA 94587
5+00 5+50 6+00 6+50 7+00
APN: MULTIPLE 3321 JESSICA COURT

PRELIMINARY PROFILE - JESSICA DRIVE (PVT)
CITY OF ANTIOCH COUNTY OF CON1RA COSTA CALIFORNIA
SHEET NO.

TM7
7 OF 8 SHEETS
JOB NO.
2022-238
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:�_:OPY(l�--;I IT STl�'I I\JC; :-_:CH\JSUI -,�_[\ITS ,t.11 (1:--;I ITS �'ISl(\,,r--:1_ I\CJ =iART 2, Tl IS CPA'NIIK M ,i\Y J[ r=F<CDJ :[J J'r P IC-C20PY l'IC, ;[:=oRJI\IC :J-, DY >J·, ( U I �l � •,Li\.l•,l:O, Uk ,, C�lJ, I '�UC'cc:OlU UR I k.i\. 'L\I11 lU I ·I Uk � "I', ( :_:UHl'l_, llP OR iJl�l� 'i(Sll\L; 'foil �U_I �c 'k CR 'Nk cl l'lRl./1':/X_\, Uf s-c:f'_I\IG c:::.I·:,_1LT'l,r:. ::OF'IE'S CF TH:s [:F: 'v\!l'I!� \!1-�::1_- \,J\I :::s:1:::11F_ ,lr�·J;.-.FF ::1.r: ,,_-,·.::F ;\f'' 1-IOT ·,: ID.
50 a 25
� - - I

GRAPHIC SCALE
50 100 200
I I I
( IN FEET )
1 inch = 50 ft.

DAlE: MARCH 12, 2025 PREPARED BY, OR UNDER ESS
----------------+----+----+------------------+------- THE DIRECTION OF: 'fl-Of IO¾< SCALE: AS NOlED NOT APPROVED '$: q s. K!s,si �
DRAWN: DSK, MTM FORCONSTRUCTION § :;;' � ,;,
,iii c:, C 51620 - :o
DESIGNED: DSK, MTM
�
'\ • \\ *' ------------+---+-----+----------------+-------- - ..._\\ ....

ENGINEER: DSK • - .o ._ • .., -- � - -1- �.,..�
�q;.

MANAGER: DSK NO. BY DATE REVISIONS CITY APPR - • • ,,,.,OF CA\.\ PREPARED BY:
f;IJSTERLING
� CONSULTANTS
46560 FREMONT BOULEVARD, SUITE NO. 205
FREMONT, CA 94538
[email protected] PHONE: 510.344.8956
PREPARED FOR:

SHOONYALLC
33837 6TH STREET
UNION CITY, CA 94587
I
I
....:: ·-·;
Ir
'
n
APN: MULTIPLE 3321 JESSICA COURT SHEET NO.

PUBLIC UTILITY EXHIBIT TM8
8 OF 8 SHEETS
JOB NO.

CITY OF ANTIOCH COUNTY OF CON1RA COSTA CALIFORNIA 2022-238 .....

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EXISTING WALL ON

NEIGHBOR'S PROPERTY

SHORT TERM

COMMON AREA FOR

TABLE AND CHAIRS

RAISED PLANTER

AND WALL
BIKE PARKINr,-----------,

EXISTING WALL ON
METAL FENCE 6' TALL AT
PROPERTY LINE-�

CONCRETE STAIRS WITH
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7' TALL WOOD FENCE (6' TALL NEIGHBOR'S PROPERTY
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SOLID W ITH 12" LATTICE TOP1-------.
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MAILBOX
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PROJECT DATA

DESCRIPTION REQUIRED
TOTAL SITE AREA (130.503 SF)

TOTAL RESIDENTIAL UNITS

TOTAL SHORT TERM BIKE PARKING (EA) -
TOTAL COMMON OPEN SPACE (SF) 8200 SF
TOTAL LANDSCAPE AREA (SF/ 0/o) 15% / 19,575 SF
N01'19 34 [

PROVIDED
82 36
12940 SF
35,994 SF (28%)
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SHORT TERM BIKE

PARKING
S00'13 18 W 100.70
I gi 7' TALL WOOD
FENCE (6' TALL
SOLID WITH 12"

LATTICE TOP)

SLIDING METAL
AUTO GATE, 24"

COLUMN ON EACH
SIDE
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TYPICAL METAL FENCE
SHEET INDEX:

L-1.0 PRELIMINARY LANDSCAPE PLAN
L-1.1 PRELIMINARY COMMON OPEN SPACE
L-1.2 TREE REMOVAL EXHIBIT
L-2.0 PROPOSED TREE LAYOUT
L-2.1 PROPOSED TREE LAYOUT
L-2.2 PRELIMINARY PLANTING PLAN
L-2.3 PRELIMINARY PLANTING PLAN
L.2.4 MASTER PLANTING LIST AND PLANTING DETAIL
4 3/4" o.c.
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WELDED) (FACE
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--4'.2" WIDE X 8' TALL SINGLE SWING METAL GATE.

MANUAL OPERATED AND PANIC PUSH BAR
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FRAME / RAILS
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ELEVATION A-A
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2647 ROYAL ANN DRIVE
UNION CITY, CA 94587
[email protected]
650-533-0107
REVISION DATE NO.
3/21/2024 1
11/12/2024

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650-533-0107
REVISION DATE NO.
3/21/2024 1
11/12/2024 2

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TREE REMOVAL

SIZE (DBH)
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NOTE
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TOTAL EXISTING TREE TO BE REMOVED: 1
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REVISION DATE NO.
3/21/2024 1
11/12/2024

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TREE LEGEND

BOTANICAL NAME- COMMAN NAME
Ginkgo biloba 'Princeton Sentry' - Maidenhair Tree
Lagerstroemia 'Muskogee' - Crape Myrtle
Lophostemon confertus - Brisbane Box
311.21'
-----
Pistache chinensis ' Keith Davey' - Chinese Pistache (Male) 0 Tristaniopsis laurina 'Elegant' - Water Gum
Quercus lobata - Valley Oak
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SEE SHEET L-2.2 AND L-2.3 FOR

MORE DETAILED PLANTING SCHEME
{._
2647 ROYAL ANN DRIVE
UNION CITY, CA 94587
[email protected]
650-533-0107
REVISION DATE NO.
3/21/2024 1
11/12/2024

SITE MAP
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DATE:
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SCALE:
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DRAWN BY:

AH
PROJECT#
22036
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TREE LEGEND

BOTANICAL NAME- COMMAN NAME
Ginkgo biloba 'Princeton Sentry' - Maidenhair Tree
Lagerstroemia 'Muskogee' - Crape Myrtle
Lophostemon confertus - Brisbane Box
Pistache chinensis' Keith Davey' - Chinese Pistache (Male) Tristaniopsis laurina 'Elegant' - Water Gum
Quercus lobata - Valley Oak
SEE SHEET L-2.2 AND L-2.3 FOR

MORE DETAILED PLANTING SCHEME
2647 ROYAL ANN DRIVE
UNION CITY, CA 94587
[email protected]
650-533-0107
REVISION DATE NO.
3/21/2024 1
11/12/2024

SITE MAP
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' .... ., PLANTING MASTER LIST .:. '·
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SYMBOL BOTANICAL NAME - COMMON NAME
Tree
T2 Ginkgo biloba 'Princeton Sentrv' - Maidenhair Tree
T3 Lagerstroemia 'Muskogee' - Crape Myrtle
T 4 Lophostemon confertus - Brisbane Box
T5 Pistache chinensis ' Keith Davey' - Chinese Pistache (Male) T6 Tristaniopsis laurina 'Eleaant' - Water Gum
Shrub
Ac Acacia cognata 'Cousin ltt' - \.,Ousin ltt Dwarr River Wattle AH Arctostaphylos d. 'Howard McMinn' - Vine Hill Manzanita At' Arcmsraphylos !"acme IVIIS!' - t'acI,Ic IvIIs1 ,v,anzanna Cc Nandina domeslica - Heavenly bamboo

1.,K 1.,eanou ,us r<ay Hanman - Kay Hartman 1.,eanou ,us Ci Cistus 'Sunset' - Sunset Rockrose
e
Ha
Lm
Iv
LO
Mc
IVI
p
KV
Ro
0 Pt
re
s
SL
SC
t:uonymus Japorncus ureen ::;p ire - evergreen t:uonymus Heteromeles arbutifolia - Toyon
Lava,era marmma -1 ree ,v,a11ow
Lavendula X allardii 'Meerlo' - Variegated Lavender
LOrope,aium crnnensIs r.azzIeoern - r<azzIeuern rnnge , ,ower Myrica californica - Pacific Wax Myrtle
,v,ynus commurns ·1.,ompacta vanega1.c1 - Llompacr vanegared Iviyrne Perovskia atriplicifolia 'Blue Mist' - Russian Sage
n.Iues vIuurnito11um - 1:::vergreen L;urrent
Rosmarinus officinalis 'Tuscan Blue' - Rosemary
t'mosporum tooIra • 1 urner s vanegatea uwa,, - uwarr I ocira Pittosporum tobira 'Variegated' - Variegated Mock Orange nunus caroumana cngm ,� 11gm - t:mgm ,� 11911, \.,r,erry aurel Salvia microphylla 'Hot Lips' - Hot Lips Salvia
saIvIa Ieucantha ·santa Barbara' - Mexican Sage
Santolina chamaecyparissus - Lavender Cotton
"'rounocover
Ce Ceanothus 'Anchor Bay' - Wild Lilac
urnanmema, "'rass
o ex Carex lumulicola - Foothill Sedge
L Lomandra longifolia 'Lime Tuff' - Dwarf Mat Rush
\.,II \.,11onaropeta um tecrorum - small \.,ap Kush
. .. . . ..... . . . . . . .
.... .. ...... ...... ..... .... ..
- - -- -
Biofiltration Sod - Delta Bluegrass Co.

Native Mow Free Sod - Delta Bluegrass Co .

QTY SIZE
14 7
31 12
3 35
34 33
40 9
5 86
28 27
125
59 44
94 30
3 142
71 30
32 65
21 25
50 272
267
47 '),A II k,,...v
24" box
24" box
24" box
24" box
5 gallon
5 aallon
5 gallon
5 nallon
15 gallon
5 gallon
5 gallon
15 Qallon
5 gallon
5 aallon
5 gallon
15 aallon
5 gallon
5 aallon
5 gallon
5 oallon
5 gallon
5 Qallon
15 gallon
5 aallon
5 gallon
5 gallon
5 aallon
1 gallon
1 gallon
1 gallon
WUCOLS*
M
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
NOTES
standard
standard
standard
standard
standard
T
Mature Size
(HxW)
65' x20'
25' x25'
50' X 30'
35' X 35'
35' X 25'
2'x 5'
5'x8'
7' X 7'
6' x3'
15' X 10'
2' x6'
6'x2'
10' X 8'
6' x5'
2'x3'
6'x5'
20' X 10'
3'x3'
3' x3'
3'x5'
5'x3'
2' x3'
6' x5'
10' X 8'
2' x4'
3'x4'
2' x2'
2'x8'
1' X 2'
2' X 3'
3' x3'
.
t:::::::::I /
GROWTH
SPACING RATE(** )
14'
see plan
25'
25'
see plan
2'
3'
4'
24"-3611
1211-2411
24"-36"
24"
1211
r-- --
Sod:

1. Native Mow Free Sod from Delta Bluegrass Co. contains:
- Festuca rubra - Molale Fescue,
- Festuca idahoensis - Idaho Fescue,
- Fesluca occidentalis - Western Mokelumne Fescue.

2. Biofiltration Sod from Delta Bluegrass Co. contains:
- Nassella pulchra - Purple needlegrass
- Festuca rubra - Molate Fescue
- Hordeum californicum - California Barley
- Hodreum brachyantherum - Meadow Barley
� Lm is PB
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• WUCOLS CATEGORIES OF WATER NEEDS: VL = VERY LOW, L = LOW WATER USE, M = MODERATE WATER USE •• Average growth rate per year for screening trees and shrubs.

PLANTING NOTE:

1. Before planting till the following materials into the top 6" of soil (for each 1,000 S.F.):
a. 6 cubic yards green waste compost
b. 10 LB fertilizer (N16/P6/K8) w/ 2% iron
c. 5 LB sulfate of ammonia

2. Mulch all exposed soil surfaces of the planting areas, except within bioretenlion areas, with a 3" thick layer of medium recycled wood chips, color 'Dark Brown'. In bioretention areas mulch planting area with a 3" thick layer of non-floalable mulch such as organic biorenlion mulch from Zanker Landscape Materials.

3. For trees, nursery slakes shall be removed at the time of planting. Stake each tree using 2 lodge poles and rubber tree ties.

4. The Landscape Architect and the Owner reserve the right to reject any or all plant material, if such material does not meet the American Standards for Nursery Stock (A NSI). Plant materials shall be guaranteed against latent defects, injuries, pests, diseases or death of plants due to improper planting. The Contractor shall promptly replace plants that have died or are not in a vigorous, healthy condition with plants of the same kind and size as originally specified al no expense to the Owner.

5. Landscape Architect to approve plant locations prior to planting.

6. The Contractor shall be responsible lo continuously maintain grades, plant material, and irrigation through the maintenance period until final acceptance of the work by the Owner.

7. The Contractor shall be responsible for the adequate protection of the improvements. Damaged areas, such as sprinkler heads or plant materials, shall be replaced or repaired at no additional expense to the Owner. 2647 ROYAL ANN DRIVE
UNION CITY, CA 94587
[email protected]
650-533-0107
RE VISION DATE NO.
3/21/2024 1
11/12/2024 2

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PROJECT#
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PLANTING LEGEND

SYMBOL BOTANICAL NAME - COMMON NAME
Tree
T2 Ginkao biloba 'Princeton Sentrv' - Maidenhair Tree
T3 Lagerstroemia 'Muskogee' - Crape Myrtle
T4 Loohostemon confertus - Brisbane Box
T5 Pistache chinensis ' Keith Davey' - Chinese Pistache (Male) T6 Tristanioosis laurina 'Eleaant' - Water Gum
Shrub
Ac Acacia cognata 'Cousin ltt' - Cousin ltt Dwarf River Wattle AH Arctostaohvlos d. 'Howard McMinn' - Vine Hill Manzanita AP Arctostaphylos 'Pacific Mist' - Pacific Mist Manzanita Cc Caroenteria californica - Bush Anemone
CR Ceanothus 'Ray Hartman' - Ray Hartman Ceanothus
Ci Cistus 'Sunset' - Sunset Rockrose
e Euonymus japonicus 'Green Spire' - Evergreen Euonymus Ha Heteromeles arbutifolia - Tovon
Lm Lavatera maritima -Tree Mallow
Iv Lavendula X allardii 'Meerlo' - Varieoated Lavender
Lo Loropetalum chinensis 'Razzleberri' - Razzleberri Fringe Flower Mc Mvrica californica - Pacific Wax Mvrtle
M Myrtus communis 'Compacta Variegata' - Compact Variegated Myrtle 0 Perovskia atriolicifolia 'Blue Mist' - Russian Saae
Rv Ribes viburnifolium - Evergreen Current
Ro Rosmarinus officinalis 'Tuscan Blue' - Rosemary
p Pittosporum tobira 'Turner's Variegated Dwarf' - Dwarf Tobira Pt Pittosoorum tobira 'Varieaated' - Varieaated Mock Oranoe PB Prunus caroliniana 'Bright 'N Tight' - Bright 'N Tight Cherry Laurel s Salvia microohvlla 'Hot Lios' - Hot Lios Salvia
SL Salvia leucantha 'Santa Barbara' - Mexican Sage
SC Santolina chamaecyparissus - Lavender Cotton
Groundcover
Ce Ceanothus 'Anchor Bav' - Wild Lilac
nrnanmAnt<>I r.:r"""
Ocx
L
Ch
Sod . . . ...... . . . .. . . .. . ..... . . . . . . .- - - - -. .. .... ..... ...... ......- - - - - Carex tumulicola - Foothill Sedge
Lomandra longifolia 'Lime Tuff - Dwarf Mat Rush
Chondropetalum tectorum - Small Cap Rush
Biofiltration Sod - Delta Bluegrass Co.

Native Mow Free Sod - Delta Bluegrass Co .

SIZE NOTES
24" box standard
24" box standard
24" box standard
24" box standard
24" box standard
5 gallon
5 aallon
5 gallon
5 aallon
15 gallon
5 gallon
5 gallon
15 gallon
5 gallon
5 aallon
5 gallon
15 gallon
5 gallon
5 aallon
5 gallon
5 gallon
5 gallon
5 aallon
15 gallon
5 aallon
5 gallon
5 gallon
5 i:iallon
1 gallon
1 gallon
1 gallon
-
-
2647 ROYAL ANN DRIVE
UNION CITY, CA 94587
[email protected]
650-533-0107
REVISION DATE NO.
3/21/2024 1
11/12/2024 2

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6/30/2023
SCALE:
1/16" = 1'-0"
DRAWN BY:

AH
PROJECT#
22036
SHEET
L - 2.3
TOTAL SHEETS: _8_

PLANT I NG MASTER LIST
Mature Size
SYMBOL BOTANICAL NAME - COMMON NAME QTY SIZE WUCOLS * NOTES (HxW) SPACING Tree
T2 Ginkgo biloba 'Princeton Sentry' - Maidenhair Tree 14 ?A11 hnv M standard 65' X 20' 14' T3 Lagerstroemia 'Muskogee' - Crape Myrtle 7 24" box L standard 25' X 25' see plan T4 Lophostemon confertus - Brisbane Box 31 24" box L standard 50' X 30' 25' T5 Pistache chinensis ' Keith Davey' - Chinese Pistache (Male) 12 24" box L standard 35' X 35' 25' T6 Tristanioosis laurina 'Eleqant' - Water Gum 3 24" box L standard 35' X 25' see plan Shrub
AC Acacia cognata vousIn 111· - vousIn 111 uwarr rsIver vvattIe 35 5 gallon L 2' x5' AH Arctostaphylos d. 'Howard McMinn' - Vine Hill Manzanita 34 5 aallon L 5' x8' Al-' Arctos1apnyIos r-acmc ,v11sr - !-'acme ,v11s1 1V1anzam1a 33 5 gallon L 7' X 7' Cc Nandina domestica - Heavenly bamboo 40 5 oallon L 6'x3' ljt( L;eanou ,us n.ay nartman - t<ay Hartman L;eano,11us 9 15 gallon L 15' X 10' Ci Cistus 'Sunset' - Sunset Rockrose 5 5 gallon L 2' x6' e c:uonymus Japomcus ·1.:,reen ;::,pIre - c:vergreen c:uonymus 86 5 gallon L 6'x2' Ha Heteromeles arbutifolia - Toyon 28 15 gallon L 10' X 8' Lm Lavacera marmma - , ree ,v,a11ow 27 5 gallon L 6'x5' Iv Lavendula X allardii 'Meerlo' - Variegated Lavender 125 5 aallon L 2'x 3' LO LOropei.a,um crnnensIs n.azz,eoem - rsazz,eoem ,nnge , ,ower 59 5 gallon L 6' x 5' Mc Myrica californica - Pacific Wax Myrtle 44 15 qallon L 20' X 10' IVI ,v,yrtus commums vompacta vanegata - 1.;ompact vanegatea ,v,yrue 94 5 gallon L 3' x3' Perovskia atriplicifolia 'Blue Mist' - Russian Sage 30 5 aallon L 3' x3' t(V rsioes vIuurmro11um - t:vergreen 1.;urrem 3 5 gallon L 3' x5' Ro Rosmarinus officinalis 'Tuscan Blue' - Rosemary 142 5 gallon L 5' x3' 0 1-'l!losporum tooIra I urners vanegatea uwa,, - uwarr 1 00Ira 71 5 gallon L 2' x3' Pt Pittosporum tobira 'Variegated' - Variegated Mock Orange 30 5 aallon L 6'x 5' r-o 1-'runus caro11mana ongrn ,. II grn - 1:mg11, " IIgrn L;r,erry LaureI 32 15 gallon L 10' X 8' s Salvia microphylla 'Hot Lips' - Hot Lips Salvia 65 5 aallon L 2' x4' SL Salvia leucamna ·;::,anta Barbara· - Mexican sage 21 5 gallon L 3'x4' SC Santolina chamaecyparissus - Lavender Cotton 25 5 gallon L 2' x2'

1.orounocover

1.,e 1.;eanothus 'Anchor Bay' - Wild Lilac 50 5 aallon L 2'x8' urnanmental 1.orass
o ex Carex tumulicola - Foothill Sedge 272 1 gallon L 1' x2' 2' L Lomandra longifolia 'Lime Tuff' - Dwarf Mat Rush 267 1 gallon L l,[l 1.,11onaropetaIum tectorum - ::;mall 1.,ap Kusn 47 1 gallon L ::;oa
. . . . . .. Biofiltration Sod - Delta Bluegrass Co. L.. . .. . .. . . . . . . . .. - - - - -Native Mow Free Sod - Delta Bluegrass Co. LI"- .... ... ...
...
...
.......
...
....... -
- - - - -
Sod:

1. Native Mow Free Sod from Delta Bluegrass Co. contains:
- Festuca rubra - Molate Fescue,
- Festuca idahoensis - Idaho Fescue,
- Festuca occidentalis - Western Mokelumne Fescue.

2. Biofiltration Sod from Delta Bluegrass Co. contains:
- Nassella pulchra - Purple needlegrass
- Festuca rubra - Molate Fescue
- Hordeum californicum - California Barley
- Hodreum brachyantherum - Meadow Barley
* WUCOLS CATEGORIES OF WATER NEEDS: VL = VERY LOW, L = LOW WATER USE, M = MODERATE WATER USE ** Average growth rate per year for screening trees and shrubs.

PLANTING NOTE:

2. Mulch all exposed soil surfaces of the planting areas, except within bioretention areas, with a 3" thick layer of medium recycled wood chips, color 'Dark Brown'. In bioretention areas mulch planting area with a 3" thick layer of non-floatable mulch such as organic biorention mulch from Zanker Landscape Materials.

3. For trees, nursery stakes shall be removed at the time of planting. Stake each tree using 2 lodge poles and rubber tree ties.

4. The Landscape Architect and the Owner reserve the right to reject any or all plant material, if such material does not meet the American Standards for Nursery Stock (ANSI). Plant materials shall be guaranteed against latent defects, injuries, pests, diseases or death of plants due to improper planting. The Contractor shall promptly replace plants that have died or are not in a vigorous, healthy condition with plants of the same kind and size as originally specified at no expense to the Owner.

5. Landscape Architect to approve plant locations prior to planting.

6. The Contractor shall be responsible to continuously maintain grades, plant material, and irrigation through the maintenance period until final acceptance of the work by the Owner.

GROWTH
RATE(**)
24"-36"
12"-24"
24"-36"
24"
12"
A-A

FABRIC ARBOR TAPE
�-TREE TRUNK

HEIGHTT OF

STAKE AS REQUIRED

TO HOLD TREE
0 0
0 A
co +-
DO NOT REMOVE LOW --t--�-I

BRANCHING
IRRIGATION BUBBLER------<-�
0 0
A
�- TOP OF STAKE SHALL BE 2"

BELOW MAIN BRANCHING

STRUCTURE AND SHALL

NOT EXTEND INTO THE

MAIN BRANCHES
TWO - 3" DIAMETER

PRESSURE TREATED
LODGE POLE PINE STAKES.

REMOVE NURSERY STAKES
BEFORE STAKING. DO NOT

PLACE STAKE IN ROOTBALL
��- FABRIC ARBOR TAPE
3" MULCH MIN. AT TREE-------+-
.25 GPM BUBBLER ,
INSTALL 2 PER TREE
PLANTING HOLE. KEEP
MULCH BACK 4" FROM

TREE TRUNK
4"
-L/"'r4�'.{=:'.��+fl�J':r�-c'-''":;;::l"t'-'-"-+-74:j�ff;,;; / / " / < 1/«1/ -
1_ J- .,, �/ ;< -
lJ - ,
- -
I l
SET ROOT BALL 2" __ .,...

ABOVE FINISH GRADE I -
'

SCARIFY SIDES AND BOTTOM
OF PLANT HOLE. LIGHTLY

SCORE SIDES AND BOTTOM

OF ROOT BALL JUST PRIOR

TO PLANTING

BACK FILL WITH CLEAN

NATIVE SOIL AND SOIL

AMENDMENT AS

SPECIFIED IN PLANTING
NOTE

UNDISTURBED SOIL
6" GRAVEL CHANNEL

AROUND TREE

EXACAVATE PLANTING
PIT MIN. 2X DIAMETER

OF ROOT BALL
...____ ___ SET STAKE 12" MINIMUM INTO

UNDISTURBED SOIL

TREE PLANTING DETAIL
2647 ROYAL ANN DRIVE
UNION CITY, CA 94587
[email protected]
650-533-0107
REVISION DATE NO.
3/21/2024 1
11/12/2024

SITE MAP
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DATE:
6/30/2023
SCALE:

DRAWN BY:

AH
PROJECT#
22036
SHEET
L - 2.4
2 TOTAL SHEETS: _ 8_

TYPICAL PARKING AREAS

JESSICA CT - ANTIOCH
Illuminance (Fc)
Average = 0.51
Maximum = 1.85
Minimum = 0.19
Avg/Min Ratio = 2.68
Max/Min Ratio = 9.74

TYPICAL PARKING AREAS

JESSICA CT - ANTIOCH
Illuminance (Fc)
Average = 0.51
Maximum = 1.85
Minimum = 0.19
Avg/Min Ratio = 2.68
Max/Min Ratio = 9.74
PARKING 2

JESSICA CT - ANTIOCH
Illuminance (Fc)
Average = 0.55
Maximum = 1.85
Minimum = 0.18
Avg/Min Ratio = 3.06
Max/Min Ratio = 10.28
PARKING 2

JESSICA CT - ANTIOCH
Illuminance (Fc)
Average = 0.55
Maximum = 1.85
Minimum = 0.18
Avg/Min Ratio = 3.06
Max/Min Ratio = 10.28
A
A
A
A
A
A A
C
C
C
CC
C
C C
C
C
C
C C
C C
C
CB
B

0.73 0.67

1.13 0.94

1.54 1.27

1.82 1.56

1.76 1.45

1.49 1.20

0.86 0.57

1.05 0.90

0.69 0.49

0.69 0.66

0.54 0.41

0.44 0.46

0.41 0.33

0.31 0.33

0.31 0.27

0.25 0.26

0.25 0.23

0.24 0.23

0.22 0.21

0.27 0.24

0.23 0.22

0.35 0.31

0.26 0.23

0.51 0.41

0.31 0.25

1.010.880.690.510.38

0.32 0.30

0.30 0.320.400.520.630.660.64

0.54 0.40

0.29 1.481.190.870.610.43

0.35 0.33

0.33 0.360.460.590.710.720.74

0.62 0.46

0.32 1.751.461.070.680.46

0.37 0.34

0.33 0.360.460.590.720.720.74

0.62 0.47

0.32 1.851.631.150.700.47

0.37 0.33

0.31 0.33

0.400.520.630.670.65

0.55 0.41

0.30 1.591.330.950.640.44

0.35 0.30

0.28 0.29

0.330.410.510.540.53

0.42 0.33

0.27 1.180.990.760.550.40

0.32 0.28

0.26 0.27

0.280.310.360.400.37

0.33 0.29

0.26 0.760.720.590.450.35

0.29 0.25

0.24 0.23

0.230.250.280.310.30

0.28 0.26

0.460.480.430.360.30

0.25 0.23

0.21 0.19

0.180.190.23

0.25 0.24

0.23 0.23

0.22 0.23

0.24 0.20

0.24 0.26

0.270.240.21

0.19 0.18

0.15 0.23

0.27 0.310.370.380.320.27

0.23 0.19

0.15 0.23

0.30 0.370.480.550.530.440.33

0.26 0.20

0.16 0.34

0.480.620.680.660.580.43

0.31 0.23

0.18 0.29

0.39 0.550.670.760.760.650.50

0.35 0.25

0.19 0.29

0.39 0.550.670.740.740.640.50

0.35 0.26

0.19 0.27

0.35 0.490.610.670.650.570.43

0.30 0.23

0.18 0.26

0.32 0.410.520.580.55

0.27 0.33

0.390.470.510.47

0.29 0.35

0.420.500.540.50

0.30 0.38

0.480.590.660.63

0.31 0.41

0.540.700.850.88

0.31 0.42

0.600.831.081.26

0.31 0.45

0.670.991.401.65

0.31 0.46

0.721.201.671.90

0.29 0.45

0.691.101.491.79

0.27 0.40

0.600.891.231.50

0.25 0.35

0.510.700.891.01

0.22 0.31

0.420.540.640.65

0.20 0.27

0.350.430.460.42

0.19 0.25

0.310.370.370.32

0.19 0.25

0.320.370.380.34

0.20 0.27

0.350.440.490.46

0.22 0.30

0.420.560.680.71

0.34 0.500.710.931.10

0.25 0.38

0.590.891.261.52

0.30 0.43

0.661.081.511.80

1.05 0.92

0.710.510.360.280.230.22

0.25 0.31

0.43 0.651.071.491.79

1.52 1.27

0.910.620.420.310.250.23

0.25 0.30

0.40 0.590.881.241.51

1.80 1.51

1.120.710.470.340.270.24

0.24 0.28

0.36 0.500.700.921.09

1.85 1.61

1.190.740.500.360.280.24

0.24 0.26

0.32 0.420.550.680.73

1.58 1.37

1.010.710.510.380.300.25

0.23 0.24

0.27 0.340.440.510.50

1.18 1.07

0.900.700.530.410.320.26

0.22 0.21

0.23 0.290.380.43

0.81 0.90

0.850.730.590.450.340.27

0.290.400.440.42

0.62 0.85

0.910.820.660.500.370.280.520.580.52

0.58 0.97

1.090.950.740.550.400.290.790.830.69

1.32 1.411.141.261.160.90

1.71 1.691.391.721.501.15

1.88 1.921.711.901.821.43

1.72 1.671.381.831.591.24

1.32 1.371.071.471.320.98

0.20 0.58 2.96 0.47 1.72 1.78 0.38 3.53

0.42 0.10

0.76 3.55

3.211.510.24

2.22 0.641.71

2.42 2.11

1.45 0.74

2.74 0.34

2.34 1.08

0.59 2.78

0.39 2.16

1.37 0.64

2.63 0.37

2.40 1.37

0.61 3.11

0.55 Luminaire Schedule - LED
Project: JESSICA CT - ANTIOCH
Symbol Qty Label Arrangement LLF Luminaire
Lumens
Luminaire
Watts
Description Filename
7 A Single 0.900 7431 41.88 GARDCO OPF-S-A01-740-T4M @ 25' OPF-S-A01-740-T4M.ies 2 B Single 0.900 7322 41.88 GARDCO OPF-S-A01-740-T5W @ 25' OPF-S-A01-740-T5W.ies 17 C Single 0.900 492 6.1 GARDCO PBL-42-14L-100-NW-G2-3-UNV PBL-14L-100-NW-G2-3-UNV.ies Calculation Summary
Project: JESSICA CT - ANTIOCH
Description CalcType Units Avg Max Min Avg/Min Max/Min
PATHWAYS Illuminance Fc 1.49 3.55 0.10 14.90 35.50
MAIN DRIVE AISLE Illuminance Fc 0.65 1.90 0.20 3.25 9.50 TYPICAL PARKING AREAS Illuminance Fc 0.51 1.85 0.19 2.68 9.74 PARKING 2 Illuminance Fc 0.55 1.85 0.18 3.06 10.28
AGI32 VERSION 20.1
AGI (C) 2021 LIGHTING ANALYSTS, INC.
10268 W. CENTENNIAL ROAD, SUITE 202
LITTLETON, CO 80127
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * SALES REPRESENTATIVE: ALR; KRISTIAN REYES
differences will occur between measured values and calculated values. lighting calculations. If the real environment conditions do not match the input data, dimensions, reflectances, furniture and architectural elements significantly affect the variations. Input data used to generate the attached calculations such as room measurement techniques and field conditions such as voltage and temperature tolerances in calculation methods, testing procedures, component performance, Some differences between measured values and calculated results may occur due to Calculations have been performed according to IES standards and good practice.

BY: APPLICATIONS ENGINEERING; RAMON ZAPATA
REPORT FOR: SDG ARCHITECTS
PHONE: (510) 638-0158 - FAX (510) 638-2908
OAKLAND, CA 94621
P.O. BOX 2265
7777 PARDEE LANE

ASSOCIATED LIGHTING REPRESENTATIVES, INC

ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTCANDLES AT GRADE LAMP, BALLAST, ELECTRICAL, AND SITE CHARACTERISTICS.

LAMP, RATINGS, FIELD PERFORMANCE WILL DEPEND ON ACTUAL

IS BASED ON ESTABLISHED IES PROCEDURES AND PUBLISHED

PHOTOMETRIC DATA USED AS INPUT FOR THESE CALCULATIONS
DATE

06.22.20231" = 30' 1 OF 1 X

REVSHEETSCALE

PROJECT DESCRIPTION
DRAWING NO. / INPUT FILE

JESSICA COURT

CITY OF OAKLEY
22020REY.DWG / 22020REY.A32

EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
DR2023-0005

GENERAL CONDITIONS

1. Project Approval. This Design Review and Vesting Tentative Map for Condominium Purposes approval is for the Jessica Court Multifamily Project located at Jessica Court (APN: 051-390-006, 051 -390-005, 051- 390-004, 051- 390-003; 051- 390-002, 051- 390-001, 051- 390-016, 051- 390-011; 051- 390-010, 051-390-009 ), as substantially shown and described on the project plans date d received December 12, 2024 and April 10 , 2025 as presented to the Planning Commission on May 7, 2027 (“Approval Date”), except as required to be modified by conditions herein. For any condition herein that requires preparation of a f inal plan where the project applicant has submitted a conceptual plan, the project applicant shall submit final plan(s) in substantial conformance with the conceptual plan, but incorporate the modifications required by the conditions herein for approval by the City of Antioch (“City”).

2. Project Approval Expiration. This approval expires on June 10, 2027 (two years from the date on which this approval becomes effective) , or at an alternate time specified as a condition of approval, unless a building permit has been issued and construction diligently pursued. All approval extensions shall be processed as stated in the Antioch Municipal Code.

3. Appeals. Pursuant to Antioch Municipal Code § 9-5.2509, any decision made by the Planning Commission which would otherwise constitute final approval or denial may be appealed to the City Council. Such appeal shall be in writing and shall be filed with the City Clerk within five (5) working days after the decision. All appeals to the City Council from the Planning Commission shall be accompanied by a filing fee established by resolution of the City Council.

4. Requirement for Building Permit. Approval granted by the Planning Commission does not constitute a building permit or authorization to begin any construction or demolition of an existing structure. An appropriate permit issued by the Community Development Department must be obtained before constructing, enlarging, moving, converting, or demolishing any building or structure within the City.

5. Modification of Approved Plans. The project shall be constructed as approved and with any additional changes required pursuant to the Zoning Administrator or Planning Commission, city council or as stated in these Conditions of Approval.

Planning staff may approve minor modifications to the project design as outlined in Antioch Municipal Code § 9-5.2708.

6. Hold Harmless Agreement/Indemnification. The applicant (including any agent thereof) shall defend, indemnify, and hold harmless, the City of Antioch, its agents, and employees, from any claim, action, or proceeding against the City or its agents, officers or employees to attack, set aside, void, or annul the City's approval EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
2 | Page

concerning this application. The city will promptly notify the applicant of any such claim, action, or proceeding and cooperate fully in the defense.

7. Final Approval. A final and unchallenged approval of this project supersedes any previous approvals that have been granted for this site.

8. Compliance Matrix. With the submittal of all grading plans, improvement plans, and building permit plans, the applicant shall submit to the Community Development Department a Conditions of Approval and Mitigation Measures compliance matrix that lists: each Condition of Approval and Mitigation Measure, the City division responsible for review, and how the applicant meets the Condition of Approval or Mitigation Measure. The applicant shall update the compliance matrix and provide it with each submittal for building permit.

FEES

9. City Fees. The applicant shall pay all City and other related fees applicable to the property, as may be modified by the conditions herein. Fees shall be paid before issuance of said building permit or before issuance of prorated certificates of occupancy. Notice shall be taken specifically of plan check, engineering, fire, and inspection fees. The project applicant shall also reimburse the City for direct costs of Planning, Building and Engineering Division plan check and inspection, as mutually agreed between the City and applicant.

No permits or approvals, whether discretionary or mandatory, shall be considered if the applicant is not current on payment fees, balances, and reimbursements that are outstanding and owed to the City.

10. Pass-Through Fees. The applicant shall pay all pass-through fees. Fees include but are not limited to:
a. East Contra Costa Regional Fee and Financing Authority (ECCRFFA) Fee in effect at the time of building permit issuance.
b. Contra Costa County Fire Protection District Fire Development Fee in effect at the time of building permit issuance.
c. Contra Costa County Map Maintenance Fee in effect at the time of recordation of the final map(s).
d. Contra Costa County Flood Control District Drainage Area Fee. e. School Impact Fees.
f. Delta Diablo Sanitation Sewer Fees.
g. Contra Costa Water District Fees.

11. Proof of Community Facilities District (CFD) Annexation. Concurrent with, or prior to submittal of the Final tract Map, the applicant shall submit evidence of annexation into all required districts, including:

EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
3 | Page

a. The applicant shall annex into the existing Community Facilities District (CFD) 2018-02 (Police Protection) or the most current CFD . This evidence of annexation shall be obtained prior to occupancy of the first building unit.

b. The applicant shall annex into the Public Services District (Public Services) CFD 2018- 01, or the most current CFD, and accept a level of annual assessments sufficient to maintain public facilities in the vicinity of the project area, at no cost to the City. The annual assessment shall cover the actual annual cost of public services as described in the Engineer’s Report. This annexation shall be obtained prior to occupancy of the first building unit.

c. The applicant shall annex into the Fire Services District CFD 2022-1 (Antioch Fire Protection and Emergency Response Services). This CFD is administered by the Contra Costa County Fire Protection District. To comply with this condition, the applicant must provide the City proof of annexation by furnishing a copy of the resolution passed by the County Board of Supervisors prior to occupancy of the first building unit.

VESTING TENTATIVE MAP

12. Subdivision Map Act Compliance. A Vesting Tentative Map is part of th is development application and final tract map approval is subject to the timelines established in the State of California Subdivision Map Act or as extended by a Development Agreement. The Developer shall submit final tract map for city review and approval with building permit review. The tract map shall be recorded prior to occupancy of the first building unit.

13. Tract Map Approval. Tract Map approval is granted based on substantial conformance with the Vesting Tentative Map prepared on February 24, 2025 and received by the Community Development Department on February 24, 2025.

Approval of the Vesting Tentative Map shall not constitute the approval of any improvements on the Vesting Tentative Map and shall not be construed as a guarantee of future extension or reapprovals of this or similar maps, nor is it an indication of future availability of water or sewer facilities or permission to develop beyond the capacities of these facilities.

14. Covenants, Conditions and Restrictions (CC&Rs). Prior to filing the final map, the applicant shall provide draft CC&Rs to the City for review and approval. The applicant shall incorporate City comments into the application to the State or provide documentation acceptable to the City for omitting the comments. Prior to issuance of the first unit certificate of occupancy, the applicant shall provide written confirmation of State approval of the CC&Rs as outlined in the Development Agreement or as approved by the Community Development Director.

EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
4 | Page

PUBLIC WORKS’ STANDARD CONDITIONS

15. City Standards. All proposed improvements shall be designed and constructed to City standard plans, checklists, design criteria or city ordinances or as otherwise approved by the City Engineer in writing. The applicant shall file for a City encroachment permit for all improvements within the public right of way, a grading permit for grading of the site, and a building permit for all buildings and utilities to be installed on the site prior to construction.

16. Required Easements and Rights -of-Way. All required access and utility easements and/or rights -of-way dedications for public improvements shall be obtained by the applicant at no cost to the City of Antioch prior to, or concurrently with the recordation of the final tract map or separate recorded documents as approved by the City Engineer and recorded prior to occupancy. All existing easements to remain shall be identified on the site plan and all improvements that encroach into existing easements or private properties shall be submitted to the easement and/or property holder for review and written approval prior to occupancy.

17. Removal of Vacated Easements. All existing easements of record that are no longer required and will affect new parcels within this project shall be removed prior to, or concurrently with the recordation of the final tract map or subsequent final maps or separate recorded documents shall be provided to the city as approved by the City Engineer.

18. Line of Sight Triangles. Safe line of sight triangles shall be maintained per Antioch Municipal Code § 9- 5.1101, Site Obstructions at Intersections, or as approved by the City Engineer. All Landscaping, structures and signage shall not restrict the safe line of sight at intersections of streets, driveways, and parking lots to the satisfaction of the City Engineer prior to occupancy.

19. Utility Construction. Relocation of all existing public utilities and construction of new public and private utilities shall be completed to their ultimate size and configuration, as shown on the preliminary entitlement plan documents submitted to the City for review , shall be designed prior to building permit and constructed prior to occupancy of the first building.

20. Utility Undergrounding. Prior to the final occupancy permit, all existing overhead utilities (e.g., transformers and PMH boxes), crossing the project or along project frontage except existing PG&E towers (or other utilities as approved by the City Engineer), shall be undergrounded and electrical line s and electrical equipment shall located subsurface pursuant to Antioch Municipal Code § 7-3, Underground Utility Districts, or as approved by the City Engineer. The undergrounding of these utilities shall be designed prior to building permit and constructed prior to occupancy.

EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
5 | Page

21. Utility Mapping. Prior to acceptance of public and private public utilities, the applicant shall provide GPS coordinates of all below ground and above ground utilities. This includes all Water Distribution utility features, Sewer Collection utility features, Storm Water utility features, and inverts, locations of pipes, manholes, cleanouts, and utility meters associated with these features. Applicant shall include GPS coordinates of water meters, irrigation meters, sewer cleanouts, sewer manholes, subdivision entryway signs, street signs, light poles, storm drain manholes, drainage inlets and transformers and gas meters needed for recording the location of all proposed utilities in the project as defined by the City Engineer .

These GPS coordinates must be taken on a survey -grade GPS data receiver/collector and provided in GIS shapefile format using the NAVD 88 (with conversion information). Submittal of as-built drawings in AutoCAD drawing format in NAVD 88 coordinates shall satisfy this condition prior to occupancy.

22. Requirement for Looped System. An internal private water sprinkler system shall be designed as a looped water distribution system with the city water main in accordance with fire district flow and city requirements. The developer shall install all back flow devices, fire hydrants, Fire department connections and water valves to satisfaction of city engineer and fire marshal . If not already connect ed as a looped water system, applicant shall be responsible for the design and installation of all private water mains from offsite city water mains to create a looped fire suppression system at no cost to the City prior to occupancy.

23. Water flow and Pressure. The applicant fire sprinkler system shall provide a minimum fire sprinkler flow of 1,000 gpm at a residual pressure of 20 psi at anyone building fire sprinkler connection and the same time the furthest fire hydrant flowing at 1500 gpm at 20 psi resid ual pressure as approved by the City Engineer . The applicant shall design adequate domestic water flow of 20 gpm at 40 lbs pressure per city requirements for to serve each building unit of this development per City and local Fire District requirements. The developer shall provide a fire sprinkler hydraulic analysis by a state certified fire sprinkler consultant of the said anticipated volume flows at the said residual pressure, which include pipe and equipment losses of the entire system as approved by the Fire Marshal and/or City Engineer. The Fire Marshall of Contra Costa Fire Protection District may provide additional requirements and analysis that will be required shall be included in these conditions. The site fire sprinkler system and domestic water system shall be designed prior to building permit and constructed prior to occupancy.

24. Retaining Walls
a. Public Right of Way. Retaining walls shall not be constructed in the public right-of-way or other City maintained parcels, unless otherwise approved by the City Engineer.
b. Materials. All retaining walls shall be of concrete masonry unit construction.

EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
6 | Page

c. Height. All retaining walls shall be reduced in height to the maximum extent practicable and the walls shall meet the height requirements in the frontage setback and sight distance triangles as required by the City Engineer. d. Slope. The 2:1 maximum slope above retaining walls shall be landscaped with trees, ground cover, grass, or other erosion control vegetation.

25. Fences. All perimeter fences shall be located at the top of slope or along the existing property parcel line or as shown on the approved landscape plans as approved by the City Engineer.
a. In cases where a fence is to be built in conjunction with a retaining wall, and the wall face is exposed to a side street, the fence shall be set back a minimum of three feet (3’) behind the retaining wall per Antioch Municipal Code § 9-5.1603, or as otherwise approved by the City Engineer in writing. b. All fencing adjacent to open space (trails and basins) shall be located at the top of slope and be constructed of wrought iron, tubular steel, or other materials as approved by the City Engineer in writing at the time of improvement plan approval.

26. Storm Drain Design/Construction. The applicant shall design and construct all storm drain facilities to adequately collect and convey stormwater entering or originating within the development to the nearest adequate man- made drainage facility or natural watercourse, without diversion of the watershed. a. All public utilities, including storm drainpipes and ditches, shall be installed in streets avoiding the lot draining over or on to adjacent lots. All proposed drainage facilities, including open ditches and detention basins shall be constructed of Portland Concrete Cement or as approved by the City Engineer. These public utilities shall be designed prior to building permit and constructed prior to occupancy.
b. Storm drainage systems shall flow to the d etention basins as shown within the project drainage study or as shown on the project grading and improvement plans, with no diversion out of existing watershed(s). c. All detention basin(s) and associated improvements shall be constructed and operational prior to issuance of the first building permit. d. All bioretention basins shall be designed in accordance with Bay area clean water standards to the satisfaction of the City Engineer with an emergency overflow pipe or spillway to provide controlled overflow relief for large storm events. An Operations and Maintenance Manual shall be submitted for each basin prior to the issuance of the first building permit.

27. Project Storm Water Report. The applicant shall submit a site storm water report consisting of the site hydrology and hydraulic analyses of the proposed storm drain system and shall be submitted as part of the site design of storm drain system for the 10 year and 100 -year storm events in 24 hours. The analyses shall demonstrate adequacy of the onsite drainage system and the downstream drainage system for the 10- year storm event with the hydraulic grade line (HGL) EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
7 | Page

will be contained a minimum 1.25’ below the top of each catch basin or storm drain manhole within the project. The minimum pipe slope of any drainage pipe is 0.0033 and the minimum velocity of water flowing in the pipe is 2 FPS with half of the design flow. The minimum storm drainpipe size for pipe in the private system is 10-inch pipe. All detention basins shall be designed with outfall weir with 1 foot (of free board) below the lowest top of bank. The sides of the basin shall be a maximum 3:1 slope, the bottom of this basin drain shall drain to the outfall at a minimum slope of 0.003 and a paved maintenance access be constructed at a maximum grade of 15% for access to the basin. The analysis for the 100 -year event shall show that the site will have at least one or more 100-year flood release points to public streets, existing creeks, or existing flood control channels . Any building finish floor elevation within the site or subdivision shall have at least 1 feet of free board from the finish floor elevation to the HGL of the 100 -year event. The hydrology and hydraulic analysis shall be reviewed and approved by the city and Contra Costa County Flood Control to the satisfaction of the City Engineer prior to building permit.

28. Water Analysis and fire flow report . The applicant shall complete a peak domestic water demand analysis and fire flow analysis of the proposed project development in accordance with C ity requirements of all water line located the surrounding streets to the project . This analysis for domestic water and fire flow for the project shall not exceed the water allocated for this site according to the City Water Master Plan. If the demand for water exceeds the allocation previously determined, then the applicant shall fund analysis of the C ity’s masterplan model to determine if the capacity of the existing C ity water system is being exceeded , requiring the project to complete new improvements to meet its demands. This analysis shall be reviewed and approved by the City Engineer.

29. Sewer Analysis report. The applicant shall complete a peak sewer flow analysis report of the proposed project development in accordance with C ity sewer generation requirements based on land use for all development surrounding the developed site and anticipated flows generated upstream from the project. These peak sewer flows from the project shall not exceed the anticipated sewer peak flow allocated for this site according to the City Sewer M aster Plan or project land-use of the project area. If this peak sewer flow exceeds this allocation previously determined by the master plan, then the applicant shall fund an analysis of the City’s master plan model to determine if the capacity of the existin g downstream city sewer system is being exceeded, requiring the project to complete new improvements to mitigate the higher sewer demands. This analysis shall be reviewed and approved by the City Engineer.

30. Drainage Hydrology & hydraulic Analysis report. The applicant shall complete a hydrology and hydraulic analysis of the proposed project development in accordance with City requirements for 10-year and 100-year drainage flows. The site drainage volume for the project shall not exceed the storm drainage flows EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
8 | Page

allocated for this site according to the requirements of the City. If th e storm water flows generated by the project exceed the anticipated flows and retention downstream of the project site as previously determined in the City Drainage Master Plan, then the applicant shall fund an analysis of the City’s master plan model to determine if there is capacity in the existing downstream drain system to handle this development. If the drainage system’s capacity is being exceeded, the applicant may be required to complete new improvements or provide a fair share financial contribution to improvements to handle these increases in drainage downstream. This analysis shall be reviewed and approved by the City Engineer.

CONSERVATION / NPDES

31. C.3 Compliance. Per State Regulations, all onsite and offsite impervious surfaces, including off-site roadways to be designed and constructed as part of the project , are subject to State C.3 requirements prior to building permit issuance and occupancy of the first building.

32. NPDES. The project shall comply with all Federal, State, and City regulations for the National Pollution Discharge Elimination System (NPDES) (A ntioch Municipal Code §6-9). (Note: Per State Regulations, NPDES Requirements are those in effect at the time of the Final Discretionary Approval.) Under NPDES regulations, the project is subject to provision C.3: “ New development and redevelopment regulations for storm water treatment.”
a. Requirements. Provision C.3 requires that the project include storm water treatment and source control measures, as well as run-off flow controls so that post-project runoff does not exceed estimated pre-project runoff. b. Storm Water Control Plan. C.3 regulations require the submittal of a Storm Water Control Plan (SWCP) that demonstrates plan compliance. The SWCP shall be submitted to the Building and City Engineering Department s concurrently with site improvement plans.
c. Operation and Maintenance Plan. For the treatment and flow -controls identified in the approved SWCP, a separate Operation and Maintenance Plan (O&M) shall be submitted to the Building Department at the time of permit submittal and shall be approved by the City Engineer. d. Covenants, Conditions and Restrictions ( CC&Rs). Both the approved SWCP and O&M plans shall be included in the project CC&Rs, if applicable.

Prior to final building permit approval and issuance of a Certificate of Occupancy, the applicant shall execute any agreements identified in the Storm Water Control Plan that pertain to the transfer of ownership and/or long-term maintenance of stormwater treatment or hydrograph modification Best Management Practices (BMP’s).

33. NPDES Plan Submittal Requirements. The following requirements of the federally mandated NPDES program (National Pollutant Discharge Elimination System) shall be complied with as appropriate, or as required by the City Engineer:

EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
9 | Page

a. Application. Prior to issuance of permits for building, site improvements, and/or landscaping, the applicant shall submit a permit application consistent with the applicant’s approved C.3 Storm Water Control Plan, and include drawings and specifications necessary for construction of site design features, measures to limit directly connected impervious areas, pervious pavements, self-retaining areas, treatment BMP’s, permanent source control BMP’s, and other features that control storm water flow and potential storm water pollutants.
b. Certified Professional. The Storm Water Control Plan shall be stamped and signed by a registered civil engineer, or by a registered architect or landscape architect as applicable. Professionals certifying the Storm Water Control Plan shall be registered in the State of California on design of treatment measures for water quality, not more than three years prior to the signature date, by an organization with storm water treatment measure design expertise (e.g., a university, American Society of Civil Engineers, American Society of Landscape Architects, American Public Works Association, or the California Water Environment Association), and verify understanding of groundwater protection principles applicable to the project site (see Provision C.3.i of Regional Water Quality Control Board Order R2 2003 0022).
c. Final Operation & Maintenance Plan. Prior to building permit final approval and issuance of a Certificate of Occupancy, the applicant shall submit, for review and approval by the City, a final Storm Water BMP Operation and Maintenance (O&M) Plan in accordance with City of Antioch guidelines. This O&M Plan shall incorporate City comments on the draft O&M Plan and any revisions resulting from changes made during construction. If the project has CC&Rs, the O&M Plan shall be incorporated into them.
d. Long Term Management. Prior to building permit final approval and issuance of a Certificate of Occupancy, the applicant shall execute and record any agreements identified in the Storm Water Control Plan which pertain to the transfer of ownership and/or long- term maintenance of all storm water treatment and underground detention facilities to the satisfaction of the City Engineer.
i. The project shall prevent site drainage from draining across public sidewalks and driveways in a concentrated manner by installing drainpipes within or under the sidewalks, per City details. ii. Install “No Dumping, Drains to River” decal buttons in all new site catch basins, curb inlets and drainage inlets.
e. C.3 Storm Water Calculations . Prior to building permit issuance, the applicant shall prepare a C .3 Storm Water Control Plan report with calculations of anticipated convey ance all C.3 storm water entering and originating from the site to an adequate downstream drainage facility without diversion of the watershed prior to building permit. The applicant shall submit C.3 storm water calculations with the i mprovement plans to the City of EXHIBIT B:

CONDITIONS OF APPROVAL

JESSICA COURT MULTIFAMILY PROJECT
10 | Page

Antioch Engineering Department for review and approval, as well as to the Contra Costa County Flood Control District.
f. Regional Water Quality Control. Prior to issuance of the grading permit, the applicant shall submit proof of filing of a Notice of Intent (NOI) by providing the unique Waste Discharge Identification Number (WDID#) issued from the Regional Water Quality Control Board.
g. SWPPP. The applicant shall s ubmit a copy of the Storm Water Pollution Prevention Plan (SWPPP) for review to the Engineering Department prior to issuance of a building and/or grading permit. The general contractor and all subcontractors and suppliers of materials and equipment shall implement these BMP’s. Construction site cleanup and control of construction debris shall also be addressed in this program. Failure to comply with the approved construction BMP ’s may result in the issuance of correction notices, citations, or a project stop work order.
h. BMP. The applicant shall install appropriate clean water devices at all storms drain locations immediately prior to entering the public storm drain system and shall implement Best Management Practices (BMP’s) at all times on the project before, during and after construction.
i. Erosion Control. Applicant shall include erosion control/storm water quality measures in the grading plan in order to prevent soil, dirt, and debris from entering the storm drain system . Such measures may include, but are not limited to, hydro seeding, gravel bags and siltation fences, or other measures subject to review and approval by the City Engineer. The applicant shall be responsible for ensuring that all contractors and subcontractors are aware of and implement such erosion control measures.
i. The applicant or their assignee shall sweep and/or vacuum the paved parking lot(s) a minimum of once a month and prevent the accumulation of silt, litter, and debris on the site. Corners and hard-to- reach areas shall be swept manually.
ii. If any sidewalks are to be pressure washed, debris shall be trapped and collected to prevent entry into the storm drain system. No cleaning agent may be discharged into the storm drain s. If any cleaning agent or degreaser is used, wash water shall be collected and discharged to the sanitary sewer, subject to the approval of the S anitary Sewer District.
iii. The applicant shall ensure that the area surrounding the project, such as the adjacent streets, stays free and clear of construction debris such as silt, dirt, dust, and tracked mud. Areas that are exposed for extended periods shall be watered regularly to reduce wind erosion.

Paved areas and access roads shall be swept on a regular basis. All loads in dump trucks shall be covered per City requirements. iv. Clean all on- site storms drain facilities a minimum of twice a year, once immediately prior to October 15 and once in January. Additional cleaning may be required if found necessary by City Inspectors and/or the City Engineer.

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OUTSIDE AGENCIES

34. Contra Costa County Fire Protection District. The applicant shall comply with the conditions provided by the Contra Costa County Fire Protection District in the attached letter dated January 4, 2024

35. Contra Costa County Flood Control District. The applicant shall comply with the conditions provided by the Contra Costa County Flood Control District in the attached letter dated January 8, 2024.

GRADING

36. Requirement for Grading Permit. Grading plans shall be submitted, processed, and issued prior to commencement of any grading operations within the project. A grading permit shall be obtained through the City’s Engineering and Building Divisions, subject to review and approval by the City Engineer. The submitted plans shall incorporate any modifications required by the Conditions of Approval, local and national building codes.

37. Grading Plans. Locations of all building exterior walls, fences and retaining walls, drainage swales, side slopes, top and bottom of slopes, parking lot drainage to catch basins with underground pipe drainage systems, and pipe outfalls, shall be shown on the grading plans for review and approval of the City Engineer . All the above features shall have proposed elevations shown on the grading plan and the grading of the project will drain to an above and/or underground drainage system in an acceptable manner, as approved by the City Engineer . Unless approved in writing by the city engineer and the adjacent landowner, all grading of any part of project shall be contained within the existing parcel or subdivision boundary of the project. All improvement projects shall submit a grading plan, and a plan showing existing conditions or field survey of the project before construction, showing existing grades, pavement grades, curb grades, finish floor elevations, 1’ contours, existing buildings and structures, all existing private and public improvements, all underground utilities, overhead utilities, drainage features, all easements and street right of ways, existing project property lines of the approved project area.

Submitted with the grading plans the applicant shall also prepare a demolition plan of all onsite and offsite improvements to be removed from the site prior to grading the site.

38. Elevations on Grading Plans. All elevations shown on the grading plans and plot plans shall be based on actual surveyed NAVD 88 survey control vertical datum , and, if needed, with conversion information, as approved by the City Engineer.

39. Soils. Prior to the approval of the grading plan(s), the City Engineer requires a registered soils engineer to review the grading plans, improvement plans, building EXHIBIT B:

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permit plans, and specifications submitted for the project. The soils engineer’s field inspections will be required to verify compliance with the approved plans and soils reports prior to issuance of a final occupancy permit. Costs for these consulting services shall be incurred by the applicant.

40. Geotechnical Recommendations. All residential subdivisions, commercial and industrial projects are required to have project specific geotechnical investigation prior to project approval . The applicant shall implement project -specific geotechnical recommendations. Prior to issuance of any grading permits, all recommendations and specifications set forth in the project -specific Geotechnical Exploration Report prepared by the project’s soils engineers, shall be reflected on the project grading and foundation plans (inclusive of seismic design parameters), subject to review and approval by the City Engineer.

41. Off-Site Grading. All off -site grading is subject to the coordination and approval of the affected property owners and the City Engineer. The applicant shall submit written authorization to “access, enter, and/or grade” adjacent properties prior to issuance of a grading permit and shall have permission from any affected property owners prior to issuance of the first building permit of each phase of the project.

42. Grading Easements. Any sale of a portion (or portions) of this project to another applicant shall include the necessary CC &Rs, and/or grading and drainage easements, to ensure that the project-wide grading conforms to the project ’s Conditions of Approval.

AT BUILDING PERMIT SUBMITTAL

43. Requirement for Phasing Plan. The applicant shall continuously build all improvements of the project in one phase. If the project becomes a phased project, then the applicant shall provide a phasing plan to the Community Development Department and Engineering Department for review and approval.

44. Final Landscape Plans. The applicant shall submit final landscape plans that identify specific plant materials to be constructed, including all trees, shrubs and groundcover, and landscap e features. At the time of building permit submittal, applicant shall provide for all plan materials both common and botanical names, sizes, and quantities, which are in substantial conformance with the Preliminary Landscape Plan. Applicant shall coordinate with the Public Works Department on approved plants to be installed in the public right of way.

45. Water Efficient Landscape Ordinance. Landscaping for the project shall be designed to comply with the applicable requirements of City of Antioch Ordinance No. 2162-C-S, The State Model Water Efficient Landscape Ordinance (MWELO).

The applicant shall demonstrate compliance with the applicable requirements of the MWELO in the landscape and irrigation plans submitted to the City.

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46. Property Drainage. All buildings on the site shall contain rain gutters and downspouts that catch rainwater from the roof and direct water away from the foundation and into an acceptable drainage system as approved by the City Engineer.

47. Utility Location on Private Property. All existing utility improvements that are disturbed shall be relocated within (water meters, sewer cleanouts, etc.) the immediate area of site as defined by the preliminary utility plans and approved by the City Engineer.

48. Construction Traffic Control Plan. A Construction Traffic Control Plan shall be submitted with the improvement plans for review and approval by the City Engineer.

AT BUILDING PERMIT ISSUANCE

49. Encroachment Permit. The applicant shall obtain an encroachment permit from the Engineering Division before commencing any construction activities within any existing or proposed public right- of-ways or easements.

50. Demolition Permit. Site demolition shall not occur until demolition permits are issued for the development project. All demolition shall be in accordance with permits issued by the City of Antioch and Bay Area Air Quality Management District (BAAQMD).

DURING CONSTRUCTION

51. Construction Notice. The applicant shall inform the City of the start of construction of the project, the construction schedule and provide the below items, approximate area of disturbance, times for needed inspections, hours of work, construction detours, flagging, etc. The applicant shall provide the adjacent businesses and residents with a notice of construction by posting a flyer or sign, not to exceed 24” x 36” in size, in a publicly visible location at the construction site, such as on the exterior of the construction fence, containing the following information:

Address of Work
Start Date of Work
End Date of Work
Hours of Work
Type of Work
Contact Person
Company Name
Telephone
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52. Collection of Construction Debris . During construction , the applicant shall place dumpsters or other container s on site to contain all construction debris .

The dumpsters or other containers shall be emptied on a regular basis , consistent with Antioch Municipal Code § 6-3.2, the Construction and Demolition Debris Ordinance. Where appropriate, applicant shall use tarps on the ground to collect fallen debris or splatters that could contribute to stormwater pollution. The site shall be kept clean of all debris (boxes, junk, garbage, etc.) at all times.

53. Construction Hours. Construction activity shall be as outlined in the Antioch Municipal Code § 5-17.04 and § 5-17.05. Construction activity is limited to 7:00 AM to 6:00 PM Monday -Friday except that activity within 300 feet of occupied dwellings is limited to the hours of 8:00 AM to 5:00 PM on weekdays. On weekends and holidays, construction activity is allowed 9:00 AM to 5:00 PM, irrespective of the distance from an occupied dwelling. Extended hours may be approved in writing by the City Manager or designee.

54. Driveway Access. Driveway access to neighboring properties shall be maintained at all times during construction.

55. Demolition, Debris, Recycling. All debris, garbage spoils, unwanted materials and vegetation shall be removed from the project site in accordance with City requirements. All materials that can be recycled shall be taken to an approved recycling facility. The project shall be kept clean and in compliance with and shall supply all necessary documentation for compliance with Antioch Municipal Code § 6-3.2, the Construction and Demolition Debris Ordinance.

56. Filter Materials at Storm Drain Inlet. The applicant shall install filter materials (such as sandbags, filter fabric, etc.) at each storm drain inlet nearest the downstream side of the project site prior to:
a. start of the rainy season (October 1).
b. site dewatering activities.
c. street washing activities.
d. saw cutting asphalt or concrete; and
e. in order to retain any debris or dirt flowing into the city storm drain system.

Filter materials shall be maintained and/or replaced as necessary to ensure effectiveness, prevent street flooding and prevent erosion of soil onto City streets and draining into the storm drain system. Used filter particles shall be disposed of in the trash or at a local approved landfill facility.

57. Archeological Remains. In the event subsurface archeological remains are discovered during any construction or preconstruction activities on the site, all construction work within 100 feet of the find shall be halted, and the Community Development Department, along with a professional archeologist, certified by the EXHIBIT B:

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Society of California Archeology and/or the Society of Professional Archeology, shall be notified. Site work in this area shall not occur until the archeologist has had an opportunity to evaluate the significance of the find and to outline appropriate mitigation measures, if deemed necessary. If prehistoric archeological deposits are discovered during development of the site, local Native American organizations shall be consulted and involved in making resource management decisions.

58. Erosion Control Measures. The grading operation of the development shall take place at one time and in a manner to prevent soil erosion and sedimentation.

The slopes shall be landscaped and reseeded as soon as possible after the grading operation ceases . Erosion measures shall be implemented during all phases of construction in accordance with an approved erosion and sedimentation control plan. Erosion control shall be continuously maintained by the developer and upgraded after rainstorms through the construction of the project and until the permanent erosion control measures , storm drain, and landscaping improvements are installed and operational.

59. Dust Control. Standard dust control methods and designs shall be used to stabilize the dust generated by construction activities. The applicant shall post dust control signage with contact phone numbers for the applicant, City staff, and the Bay Area Air Quality Management District.

60. Landscape Installation and Maintenance. Landscape shall show immediate results. Landscaped areas shall be watered, weeded, pruned, and/or otherwise maintained, as necessary. Plant materials shall be replaced as needed to maintain the landscaping in accordance with the approved plans. All trees shall be a minimum 24” box size and all shrubs shall be a minimum 5-gallon size.

FINAL TRACT MAP

61. Requirements for Final Tract Map. A final tract map submittal shall include all of the following required bonds and information described in Title 9, Chapter 4, Article 5: Final Maps, of the Antioch Municipal Code, including, but not limited to:
a. Public Improvement security in one of the following forms:
i. Bond or bonds issued by one or more duly authorized corporate securities in an amount equal to 100% of the total estimated costs of the public improvements for faithful performance, and in an amount equal to 100% of the total estimated costs of the improvements for labor and materials.
ii. A deposit, in an amount equal to 100% of the total estimated costs of the improvements, either with the C ity or a responsible escrow agent or trust company, at the option of the City Engineer, of money or negotiable bonds of the kind approved for securing deposits of public EXHIBIT B:

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moneys, in the amounts and for security as specified above, to be released in the same manner as described above for bonds. b. An original, signed subdivision agreement, to be executed by the subdivider or their agent, guaranteeing the construction costs, completion of the construction of the improvements required by the governing body within a specified time and payment, satisfactory to the City Attorney and the City Engineer.
c. A letter from the Tax Collector showing that all payable taxes have been paid and a bond for the payment of taxes , a lien on the property but not yet payable, as required by the Subdivision Map Act.
d. A cash payment, or receipt therefore, of all the fees required for the checking and filing of the maps and the inspections of the construction; payment for the street signs to be furnished and installed by the C ity, if required by the subdivider; a cash deposit for the payment of such fire hydrant rental fees as may be established by the fire districts or water company or district having jurisdiction; and any other applicable fees or deposits. e. Deeds for all right of way dedications, easements for access and utility purposes as shown on the tentative and final maps.
f. Written evidence acceptable to the C ity, in the form of rights of entry or permanent easements across private property outside the subdivision, permitting or granting access to perform the necessary construction work and permitting the maintenance of the facility.
g. Agreements acceptable to the city, executed by the owners of existing utility easements within the proposed roads ’ rights-of-way, consenting to the dedication of roads or consenting to the joint use of the rights-of-way as may be required by the City for the purpose use and convenience of the roads. h. A surety bond acceptable to the City, guaranteeing the payment of the taxes and assessments which will be a lien on the property, as set forth in the Subdivision Map Act, where applicable.
i. Payment of the map maintenance fee.
j. Payment of the assessment district apportionment fee, if applicable. k. Evidence of annexation into Police Services Fee CFD. l. Evidence of payment of Contra Costa County Flood Control District fees. m. A final soil report, prepared by a civil engineer who is registered by the state, based upon adequate test borings or excavations of every subdivision, as defined in Cal. Gov’t Code §§ 66490 and 66491. The final soil report may be waived if the City Engineer shall determine that, due to the knowledge of such department as to the soil qualities of the subdivision, no additional analysis is necessary.

62. Removal of Vacated Easements. All easements of record over the existing lots or parcels within this projec t that are no longer required and not in effect, shall be removed prior to or concurrently with the recordation of the final tract map as approved by City Engineer.

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63. Postal Service. Provisions for mail delivery and locations of mailbox facilities shall be reviewed by the USPS and the location approved by the City Engineer prior to the approval of the final map.

PRIOR TO ISSUANCE OF OCCUPANCY PERMIT

64. Planning Inspection. Planning staff shall conduct a site visit to review exterior building elevations for architectural consistency with the approved plans, and to review landscape installation (if applicable). All exterior finishing details including window trim, paint, gutters, downspouts, decking, guardrails, and driveway installation shall be in place prior to scheduling the final inspection.

65. Site Landscaping. All landscaping within the project site, including on all slopes, medians, C.3 drainage basins, retaining walls, bioretention basins, common areas, open space and park landscape areas, and any other areas that are to be landscaped, shall be installed prior to issuance of final certificate of occupancy.

66. Debris Removal. All mud, dirt, and construction debris shall be removed from the construction site prior to scheduling the final Planning inspection. No materials shall be discharged onto a sidewalk, street, gutter, storm drain or creek.

67. Damage to Street Improvements. Any damage occurring during construction to existing streets and site improvements or adjacent property improvements in the immediate area of the project, shall be repaired and/or rebuilt to the satisfaction of the City Engineer at the full expense of the applicant . This shall include sidewalks, asphalt and concrete pavement, slurry seal existing AC pavements, parking lot curbs and gutters, landscaping , street reconstruction along the project frontage, as may be required by the City Engineer , to restore the developed area.

68. Right-of-Way Construction Standards. All improvements within the public right-of-way, including curbs, gutters, sidewalks, driveways, paving and utilities, shall be constructed in accordance with the City approved plans and/or City specifications as directed by the City Engineer.

69. Double Detector Check Valve Assembly . The applicant shall install the required sprinkler Double Detector Check Valve assemblies, and fire department connections in an enclosed area that is screened by landscaping or small 3.5’ high masonry walls or placed within the building or in an underground vault so it is not visible from public view as approved by City Engineer and Fire Marshal l prior to building permit and installed prior occupancy.

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70. Common Area Trash Receptacles. T rash receptacles located in common areas, such as plazas, eating areas, walkways, club houses, or playgrounds , shall be the City Park three-sort type. All common area trash receptacles shall be in place prior to issuance of the certificate of occupancy for the area where the receptacle is located.

PROJECT SPECIFIC CONDITIONS

71. Oakley Road Driveway. Developer will construct a new 26’ wide driveway off Oakley Road into the site in accordance with city standard plans and details.

Along with the new driveway, the developer shall install new city standard curb and gutter and 5’ wide sidewalk along the project frontage from the terminus points east and west of this new driveway . These frontage improvements shall be designed prior to building permit and constructed prior to occupancy.

72. Oakley Roadway F rontage Improvements. The Developer shall grind (1”) minimum asphalt pavement and overlay 1” minimum asphalt pavement, at least

18.5 feet wide pavement from the center line of the existing Oakley Road to the new curb and gutter , all along the project frontage in accordance with city standard plans and details. The developer shall repair all failed pavement within this frontage strip to the satisfaction of the City Engineer and construct ion completed prior to building occupancy . The developer shall also construct 6 ’ wide sidewalk, concrete curb, and gutter 18.5’from the street center line to new face of curb along the project frontage of Oakley Drive with construction of first building of this development prior to occupancy. Any necessary repairs to the roadway during construction shall be completed by the applicant prior to occupancy of the first building.

73. Park in lieu Fees. The developer shall pay park in lieu fees in accordance with City and park and recreation district requirements and paid prior to building permit.

74. Underground Overhead U tilities. The developer shall underground the existing overhead utilities along the project frontage of Oakley Road in accordance with City requirements . T he design shall be completed prior to building permit and constructed prior to occupancy of the first occupancy of the first unit.

75. Oakley Road Site Clear Zone. With the construction of a new security fence, gate, and new driveway from Oakley Road, the developer shall comply with City site clear vision zone requirements AMC 9- 5.1101 at the driveway and Oakley Road. The updated project plans for the fence and gate shall be modified as needed to comply with the clear vision requirements and shall be submitted with the building permit and constructed prior to occupancy.

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76. Oakley Road Driveway profile. The developer shall design and construct the profile of the driveway from Oakley Road with two 20’ vertical curves at a not to exceed maximum grade of 16%.

77. Trash Enclosures. The developer shall cover all new trash enclosures with a roof structure so surrounding rainwater from the site does not flow into the proposed sewer drain system that drains the inside of the new trash enclosures per City sewer requirements.

78. PG&E Permission. The Developer shall receive written permission from PG&E allowing them to construct a bioretention basin under the existing transmission lines. The design shall be reviewed and approved by PG&E prior to grading permit.

79. Oakley Road Pedestrian Access Stairway. As shown on the preliminary site plan, the developer shall construct a 4’ wide concrete pathway from Oakley Road into the site, this concrete path and stairway shall be installed with handrails and 4’ landings every 10’ vertical feet and 3’ wide minimum wide doorway at the security wall prior to occupancy of any unit within the development. The stairway shall have maximum riser of 7” and minimum tread of 9” and built to the satisfaction of the building official and city engineer.

80. Looped Fire Sprinkler Line. The developer shall design and construct a private looped fire sprinkler line system through the site for fire protection to each of the buildings on the site and all fire hydrants (spacing not to exceed 400 feet) and shall connect to the public main either to Oakley Road and/or Filbert S treet or both in accordance with fire district and city requirements. With the construction of this looped fire line, the developer shall construct a fire department connection and PIV valves, double detector valve assembly and a water meter that is separate from the domestic water line system to each building. This private water line shall have water meter and RP device per city standards at the city right of way and be designed prior to building permit and constructed prior to occupancy of the first unit. The developer shall be responsible for installing all water connections to public water system in accordance with city standards.

81. Extended Private Sewer Line.. As shown on the preliminary utility plans, all sewage from all buildings shall flow by gravity by 6” private sewer line located within the site to a private sewer manhole located within the existing 15’ wide private sewer easement close to the east properly line of the adjacent church property (APN: 051-200-065). From there, sewage shall flow east through a proposed private 8” sewer line within the existing 15’ wide private sewer easement across the adjacent church property to an existing city sewer manhole located within the church rear parking lot. This 8” public sewer line shall flow into an existing 8” private sewer line that will flow to public sewer manhole with a 33” EXHIBIT B:

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public sewer main located within the existing 10’ wide public sewer easement in accordance with City standard plans. If needed, the developer shall obtain a temporary access and construction easement from the adjacent church landowner to construct this new private sewer line from west church property line to existing manhole. The developer shall design this sewer line prior to issuance of a building permit and construct the sewer line prior to occupancy of the first building of the development.

82. PUE Dedication. Developer shall dedicate to the City of Antioch a 10 feet wide public utilities easement along the frontage of Oakley Road for the undergrounding of the existing overhead PG&E and telephone and internet utilities prior occupancy of first unit within the development.

83. Removal of E xisting Water Line and P ump System. The developer shall remove and abandon all existing irrigation lines and wells found on the property in accordance with County of Contra Costa well abandonment standards. This includes the removal of the pumps, pipes, concrete structures, and all existing equipment used to operate the former irrigation system prior to grading the site.

84. Site Demolition. The developer shall prepare a plan of the removal all existing trees, vegetation, fences, buildings, existing water lines and utilities found on the property in accordance with city requirements to the satisfaction of the City Engineer prior to grading permit. The developer shall inspect for the property for hazardous material, garbage and miscellaneous debris that is all shall be removed prior to grading the site.

85. Dedications with Final Tract Map. The Developer shall file a final tract map, removing the existing Jessic Court public street and cul -de-sac, private utility easements (PUE), Public access easements PAE), 15’ wide private tree easements (PTE), removal of all existing residential lots, and removal of any other easements and dedicat e a Public utility easement (PUE), Public access easement (PAE), Private sanitary sewer easement (PSSE) , Emergency vehicle Access Easement (EVAE), Private Storm Drain Easement (PSDE), Private, Ingress and egress Easement (PIEE), Private access and utility eas ement (PAUE) , common open space and 3 lots for 82 residential Condominiums and lot A for PAUE as shown on the submitted tentative tract map for the project.

86. Frontage Streetlights and Landscaping along Oakley Road. The developer shall install City standard streetlights and landscaping along the project frontage of Oakley Road i n accordance with city street lighting and landscaping requirements. The streetlights and landscape design shall be approved prior to building permit and constructed prior to occupancy of first building unit.

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87. Grading and Retaining Wall Design. Final grading permits for the entire site shall be prepared and submitted prior to commencing any grading operations of any of the single parcels. Retaining walls shall be structurally designed with concrete and concrete masonry or other approved methods and shall be made to blend into the slopes of the development. The design of all access roadways, backbone, or shared utilities, and retaining wall improvements shall be submitted, reviewed, and approved by the City Engineer, Planning Department, and local building official to the satisfaction of the City Engineer, prior to construction. If construction of each of the parcels is separate, the applicant shall prepare a phasing plan of all improvements to be constructed to fully develop the site prior to construction of the first grading and building permit of any one parcel.

88. Project Phasing Improvements. If the project is phased, t he developer shall install all the necessary backbone improvements, such as grading, sidewalk and pavement access and offsite utilities in utility easements to be dedicated with the final tract map and recorded to ensure that the parcel has adequate access and utility connections, ADA access and other improvements shown on the City approved preliminary plans and tentative tract map. All preliminary improvements for adequate access, utility connections (sewer, water, drainage, joint trench) treatment bioretention basins, drainage detention and any other needed improvements stated in these conditions of approval are to be constructed prior to occupancy of the first building and to the satisfaction of the City Engineer. All rough grading of building pads and paving of all shared access roads, utilities, including stormwater control infrastructure, as well as frontage improvements including retaining walls and landscaping, shall be designed, constructed, and implemented for all parcels within the project area to the satisfaction of the City Engineer prior to the first building permit issuance for the first developed parcel.

89. Additional Bonding Requirements. the applicant shall bond for all offsite water, sewer, drainage SD lines, onsite treatment bioretention basins and drainage detention basins to handle drainage from the project site and the project frontage improvements. This includes bonding for the installation of needed offsite water, sewer, storm drain lines , drainage inlets and outlet structures through the adjacent church property , drainage treatment and detention basins, sidewalk along the project frontage, and any ot her needed offsite improvements to build their buildings as shown on the preliminary site plans and vesting tentative map.
a. The final tract map shall be submitted with the improvement plans for the project. The final map is intended to merge the existing property into one parcel and shall include all the required information described in Title 9, Chapter 4, Article 5: Final Maps, of the Antioch Municipal Code. b. Improvement security shall be in one of the following forms:

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i. Bond or bonds issued by one or more duly authorized corporate securities in an amount equal to 100% of the total estimated costs of the offsite improvements for faithful performance, and in an amount equal to 100% of the total offsite improvement estimated costs for labor and materials.
ii. A deposit, either with the City or a responsible escrow agent or trust company, at the option of the City Engineer, of money or negotiable bonds of the kind approved for securing deposits of public moneys, in the amounts and for security as specified above, to be released in the same manner as described above for bonds.
iii. An irrevocable letter of credit in form acceptable to the City Attorney issued by a financial institution acceptable to the City Attorney in an amount equal to 100 percent of the total estimated costs of the improvements for faithful performance, no part thereof to be released until such time as specified by state law.

90. Parking.
a. The applicant shall install concrete wheel stops where parking spaces are perpendicular to a walkway, as described in § 9 -5.1719 of the Antioch Municipal Code, which shall be shown on the building permit plan submittal and installed by the applicant prior to occupancy of any of the parcels within the development.
b. Parking lot striping and markings shall match the design standards described in § 9-5.1719 of the Antioch Municipal Code, and shall be shown on the building permit plan submittal. The applicant shall provide a signing and striping plan for the entire development.

91. Storm Drain Easement. Prior to occupancy, the applicant shall construct an 18” storm drain line and record a 10’ wide private s torm drain easement over this storm drain line located within the adjacent church parcel (APN:051-200-065), to allow for storm drainage from this residential development to drain through the church property to a public storm drain located at the end of Filbert Street. This line and easement shall be designed prior to building permit and constructed and dedicated prior to occupancy.

92. Bicycle Parking. Bicycle parking shall be installed at each future developed parcel shown on the development plan submittal. The bicycle parking provided shall meet the standards in Antioch Municipal Code § 9- 5.1707. These bicycle parking spaces shall be shown on the building permit improvement plan submittal, which will be reviewed and approved by the Community Development Department and constructed by the applicant prior to occupancy.

93. Planning Commission Recommendation. The applicant shall consider planting large, native 36-inch box mitigation trees and the applicant consider notifying the property owners or tenants of the PG&E easement.

CONTRA COSTA COUNTY FIRE PROTECTION DISTRICT
4005 PORT CHICAGO HWY, STE 250, CONCORD, CA 94520 • (925) 94 1-3300 • CCCFPD.ORG Mr. Kevin Scudero
City of Antioch
Planning
200 H Street
Antioch, CA 94509
January 4, 2023
Subject: 82-unit multi-family condominium project
3321 Jessica Ct., Antioch
Project# DR2023-0005
CCCFPD Project No.: P-2023-005313
Dear Mr. Scudero:

We have reviewed the design review and tentative map application to establish three 3-story residential condominium buildings of Type V-8 construction with a total of 82 units at the subject location. The following is required for Fire District approval in accordance with the 2022 California Fire Code (CFC), the 2022 California Building Code (CBC), the 2022 California Residential Code (CRC), and Local and County Ordinances and adopted standards:

The square feet of each building including garage and other spaces was not provided. This information will be necessary to calculate the required fire flow using CFC Table B 105.1 (2).

1. The Permittee shall pay all fire facility impact fees at the time of the issuance of the first building permit, at the then-current rate.

2. The Permittee shall request that the Project site be annexed into the most current Community Facilities District for fire protection and emergency response services (if applicable), or developer will provide an alternative funding mechanism acceptable to the Contra Costa Fire Protection District for the provision of fire protection and emergency response services.

3. Access as shown on plans complies with Fire District requirements.

Provide emergency apparatus access roadways with all-weather (paved} driving surfaces of not less than 20-feet unobstructed width, and not less than 13 feet 6 inches of vertical clearance, to within 150 feet of travel distance to all portions of the exterior walls of every building. Access shall have a minimum outside turning radius of 45 feet, and must be capable of supporting the imposed fire apparatus loading of 37 tons. . (503) CFC Aerial Fire Apparatus Access is required where the vertical distance between grade plane and the highest roof surface exceeds 30 feet as measured in accordance with Appendix D, Section 105 of the 2022 CFC. Aerial access roads shall have a minimum unobstructed width of 26 feet, exclusive of shoulders, in the immediate vicinity of the building or portion thereof. At least one of the required routes shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and building. 4005 Port Chicago Hwy, Ste. 250 I Concord, CA 94520 I Phone: 925-941-3300 I Fax: 925-33091 www.cccfpd.org ATTACHMENT "B"

4. Access roadways of less than 28-feet unobstructed width shall have signs posted or curbs painted red with the words: NO PARKING - FIRE LANE clearly marked. (22500.1) CVC, (503.3) CFC
Access roadways of 28 feet or greater, but less than 36-feet unobstructed width shall have NO PARKING-FIRE LANE signs posted, allowing for parking on one side only or curbs painted red with the words NO PARKING -FIRE LANE clearly marked. (22500.1) eve, (503.3) CFC

5. Access gates for Fire District apparatus shall be a minimum of 20-feet wide. Access gates shall slide horizontally or swing inward and shall be located a minimum of 30 feet from the street. Electrically operated gates shall be equipped with a Knox Company key-operated switch. Manually operated gates shall be equipped with a non-casehardened lock or approved Fire District lock. Contact the Fire District for information on ordering the key operated switch. (D103.5) CFC.

6. The developer shall provide an adequate and reliable water supply for fire protection as set forth in the California Fire Code. (507.1) CFC

7. The developer shall provide an adequate and reliable water supply for fire protection with a minimum fire flow to be determined by CFC Table 8105.1(2). Required flow must be delivered while maintaining 20-pounds residual pressure in the main. (507.1 ), (8105) CFC

8. The developer shall provide fire hydrants of the East Bay type in compliance with Chapter 5 and Appendix 8 and C of the California Fire Code. Locations will need to be approved Fire District. ( C 103.1) CFC

9. A public fire hydrant on Filbert and one on Oakley near entrances to development shall be required.

10. Provide emergency escape and rescue openings in Group R occupancies of type V construction. Basements and sleeping rooms below the fourth story above grade plane shall have at least one exterior emergency escape and rescue opening. Such openings shall open directly into a public way or to a yard or court that opens to a public way.

Landscaping, signage and other obstructions must not hinder the positioning of firefighting ground ladders from apparatus access to the rescue windows.

11. A land development permit is required for access and water supply review and approval prior to submitting building construction plans.

The developer shall submit a minimum of two (2) copies of full size, scaled site improvement plans indicating:

All existing or proposed hydrant locations,
Fire apparatus access to include slope and road surface Aerial fire apparatus access,
Elevations of building,
Size of building and type of construction,
Gates, fences, retaining walls, bio-retention basins, any obstructions to access.

Detail showing the lowest level of fire department vehicle access and the floor level of the highest occupied floor,
Striping and signage plan to include "NO PARKING-FIRE LANE" markings Provide drawings for paths from the public way to under emergency escape and rescue openings showing a proposed clear path and clear space under these openings that allow

Page 2 of 4 ends

4005 Port Chicago Hwy, Ste. 250 I Concord, CA 94520 I Phone: 925-941-3300 I Fax: 925-3309 I www.cccfpd.org for the placement of ground ladders at a climbing angle of 70 to 75 degrees and a minimum of 18" clearance from the base of the ladder to any obstruction (see attached ground ladder access standard) for review and approval prior to obtaining a building permit.

This is a separate submittal from the building construction plans. These plans shall be approved prior to submitting building plans for review. (501.3) CFC

12. Emergency apparatus access roadways and hydrants shall be installed, in service, and inspected by the Fire District prior to construction or combustible storage on site. (501.4) CFC
Note: A temporary aggregate base or asphalt grindings roadway is not considered an all-weather surface for emergency apparatus access. The first lift of asphalt concrete paving shall be installed as the minimum roadway material and must be engineered to support the designated gross vehicle weight of 37 tons.

13. The buildings as proposed shall be protected with an approved automatic fire sprinkler system complying with the 2022 edition of NFPA 13. Submit a minimum of two (2) sets of plans to this office for review and approval prior to installation. (903.2) CFC, (R313.3) CRC, Contra Costa County General Plan/ Contra Costa County Ordinance 2019-37.

14. New buildings shall have approved radio coverage for emergency responders. An emergency responder radio coverage system shall be installed when the conditions of CFC 510.4.1 are not met. Testing shall be conducted and the results submitted to the Fire District prior to the building final. (510.1) CFC

15. The developer shall provide traffic signal pre-emption systems (Opticom) on any new or modified traffic signals installed with this development. (21351) CVC

16. Flammable or combustible liquid storage tanks shall not be located on the site without obtaining approval and necessary permits from the Fire District. (3401.4) CFC

17. The owner shall cut down and remove all weeds, grass, vines, or other growth that is capable of being ignited and endangering property. (304.1 .2) CFC

18. The owner or the owner's authorized agent shall be responsible for the development, implementation and maintenance of a written plan in compliance with NFPA 241, establishing a fire prevention program at the project site applicable throughout all phases of the construction. The plan shall be made available for review by the fire code official upon request. (Ch.33) CFC
The fire prevention program superintendent shall develop and maintain an approved prefire plan in cooperation with the fire chief. The fire chief and fire code official shall be notified of changes affecting the utilization of information contained in such prefire plans. (Ch.33) CFC

19. The developer shall submit a minimum of two (2) complete sets of building construction plans and specifications for the subject project to the Fire District. After the new construction/ tenant improvement plans are approved, plans and specifications for all deferred submittals shall be submitted, including, but not limited to the following. • Private underground fire service water mains
• Fire sprinklers
• Standpipe
• Fire alarm
• Fire pump if required

Page 3 of 4 ends

4005 Port Chicago Hwy, Ste. 250 I Concord, CA 94520 I Phone: 925-941-3300 I Fax: 925-3309 I www.cccfpd.org • Energy systems
• Emergency generator if required
• Photovoltaic
• Emergency Responder Radio Coverage System (ERRCS)
Plans shall be submitted to the Fire District for review and approval prior to construction of the building or installation of the systems to ensure compliance with minimum requirements related to fire and life safety. Plan review and inspection fees shall be submitted at the time of plan review submittal. (105.4.1) CFC, (901.2) CFC, (107) CBC CONTACT THE FIRE DISTRICT (MINIMUM 2 WORKING DAYS IN ADVANCE) AT 925-941- 3300 EXT 3902 TO SCHEDULE AN INSPECTION OF THE ACCESS AND HYDRANT

INSTALLATION PRIOR TO CONSTRUCTION OR THE STORAGE OF COMBUSTIBLE MATERIALS ON THE JOB SITE.

Our preliminary review comments shall not be construed to encompass the complete project.

Additional plans and specifications may be required after further review.

If you have any questions regarding this matter, please contact this office at (925) 941-3300.

Sincerely,
ml/;L-
Michael Cameron
Fire Inspector
File: 3321 JESSICA CT-PLN-P-2023-005313
Page4 of4
4005 Port Chicago Hwy, Ste. 250 I Concord, CA 94520 I Phone: 925-941-3300 I Fax: 925-3309 I www.cccfpd.org Plan Review Team
Land Management
[email protected]
Pacific Gas and Electric Company
P.O. Box 0000
City, State, Zip Code
PG&E Gas and Electric Facilities Page 1
Public
January 23, 2024
Kevin Scudero
City of Antioch
200 H Street
Antioch, CA 94509
Re: DR2023-0005 Jessica Court Multi-Family
Dear Kevin:

Thank you for giving us the opportunity to review the subject plans. The proposed Jessica Court Multi-Family project is within the same vicinity of PG&E’s existing facilities that impact this property. The Jessica Court Multi-Family project proposes multiple improvements, uses, and landscaping within PG&E’s existing easement for the operation and maintenance of a line of towers. Said easement is recorded at Book 2715 and Page 342 with Contra Costa County Official Records.

The Jessica Court Multi-Family project plans propose multiple bio-retention planters within PG&E’s existing easement. PG&E requests the proposed bio-retention planters are planned at locations outside of PG&E’s easement area. If it is not practical for proponents to locate structures outside the easement area, maximize the distance between transmission structures and drainage structures. The applicant must revise their plans to ensure the proposed bio-retention planters are located at appropriate locations in relation to PG&E’s easement.

The Jessica Court Multi-Family project plans propose significant landscaping within PG&E’s existing easement. Within PG&E’s existing easement the applicant may plant only low-growing shrubs under the wire zone and only grasses within the area directly below the tower. Along the border of the transmission line right-of-way, plant only small trees no taller than ten feet (10’).

The applicant must revise their plans to ensure the proposed landscaping complies with this condition.

The Jessica Court Multi-Family project plans propose parking spots within PG&E’s existing easement. Short term parking of movable passenger vehicles and light trucks (pickups, vans, etc.) is allowed. The lighting within these parking areas will need to be reviewed by PG&E; approval will be on a case by case basis. Heavy equipment access to PG&E facilities is to be maintained at all times. Parking is to clear PG&E structures by at least ten feet (10’). Protection of PG&E facilities from vehicular traffic is to be provided at developer’s expense and to PG&E specifications. Blocked-up vehicles are not allowed. Carports, canopies, or awnings are not allowed.

The Jessica Court Multi-Family project plans propose two sliding gates to control access to the property from Filbert Street. PG&E requests that the gates minimize their footprint within the PG&E easement to ensure that PG&E continues to have sufficient access for heavy equipment.

PG&E Gas and Electric Facilities Page 2
Public
Additionally, PG&E must have uninterrupted access through said gate for the continued safe operation of said tower line.

Please contact the Building and Renovation Center (BRSC) for facility map requests by calling 1-877-743-7782 and PG&E’s Service Planning department at www.pge.com/cco for any modification or relocation requests, or for any additional services you may require.

As a reminder, before any digging or excavation occurs, please contact Underground Service Alert (USA) by dialing 811 a minimum of 2 working days prior to commencing any work. This free and independent service will ensure that all existing underground utilities are identified and marked on-site.

If you have any questions regarding our response, please contact me at [email protected].

Sincerely,
Justin Newell
Land Management
916-594-4068

From: Thao Nguyen <[email protected]>
Sent: Wednesday, January 10, 2024 9:10 AM
To: Scudero, Kevin <[email protected]>
Cc: Michelle Cordis <[email protected]>
Subject: RE: City of Antioch Project Routing for Jessica Court Multi-family, DR2023-0005-- Log-in, and if so, to whom?
CAUT
ION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders.

Hello Kevin,
The
Contra Costa County Flood Control and Water Conservation District (FC District) has reviewed the Request for Comments for the Jessica Court Condominiums project (APN 051-390-001, -002, -003, -004, -005, -006, -009, -010, -011, -016) in the City of Antioch, CA 94509. We submit the following comments:

1. This
project is located within Drainage Area 29G, for which a drainage fee is due in accordance with Flood Control Ordinance Number 2006-49. By ordinance, all building permits or subdivision maps ﬁled in this area are subject to the provisions of the drainage fee ordinance. Effective Jan 2024, the current fee in this drainage area is $2.02 per square foot of newly created impervious surface. The drainage area fee for this lot should be collected prior to issuing a building permit for this project.

2. The
District is not the approving local agency for this project as deﬁned by the Subdivision Map Act. As a special district, the District has an independent authority to collect drainage fees that is not restricted by the Subdivision Map Act. The District reviews the drainage fee rate every year the ordinance is in effect, and adjusts the rate annually on January 1 to account for inﬂation. The drainage fee rate does not vest at the time of tentative map approval. The drainage fees due and payable will be based on the fee in effect at the time of fee collection.

3. The
DA 29G fee for this project is estimated to be $196,344 based on the Gross Land Area to be 3.00 acres as documented in the Planning Submittal dated 12/14/23, sheet AS1 - Conceptual Site Plan - Project Data table, prepared by SDG Architects, Inc. Please see the enclosed spreadsheet for our drainage fee calculation.

4. We r
ecommend that the City condition the developer to design and construct storm drain facilities to adequately collect and convey stormwater entering or originating within the development to the nearest adequate man-made drainage facility or natural watercourse, without diversion of the watershed.

5. The de
veloper should be required to submit hydrology and hydraulic calculations to the City that prove the adequacy of the in-tract drainage system and the downstream drainage system. We defer review of the local drainage to the City.

6. We r
ecommend that the City condition the developer to contact the appropriate environmental regulatory agencies such as the State Department of Fish and Wildlife, and State Regional Water Quality Control Board to obtain all the necessary permits for this project or show that such permits are not necessary.

7. The appl
icant should be required to comply with the current National Pollutant Discharge Elimination System (NPDES) requirements under the City Stormwater Management and Discharge Control Ordinances and the C.3 Guidebook. We support the State's goal of providing best management practices to achieve the permanent reduction or elimination of stormwater pollutants and downstream erosion from new development.

We appr
eciate the opportunity to review plans involving drainage matters and welcome continued coordination. Please let us know if you have any questions.

Thao Nguyen Nguyen | Staff Engineer
Contra Costa County Flood Control & Water Conservation District 255 Glacier Drive, Martinez, CA 94553

[email protected] | Office: 925-313-2197
Jessica Court Multi-Family Development Date: 8-Jan-24
Fee Schedule: 2024 Ordinance: 2006-49
29G Building Subdivision
Unit Price QTY Amount Unit Price QTY Amount
Commercial/Industrial/Downtown 83,062$ - 89,223$ - Office (Medium) 71,185 - 79,548 -
Office (Light) 59,570 - 67,145 -
Building Subdivision
Multifamily Residences Unit Price QTY Amount Unit Price QTY Amount Less than 2,500 square ft of land 65,448$ 3.00 196,344.00 65,448 $ - 2,500-2,999 (square feet per unit) 3,878 - 3,878 - 3,000-3,999 4,444 - 4,444 -
4,000-4,999 5,171 - 5,171 -
5,000-5,999 5,919 - 5,919 -
6,000-6,999 6,646 - 6,646 -
7,000-7,999 7,353 - 7,353 -
8,000 + 7,716 - 7,716 -
Building Subdivision
Single Family Residential Unit Price QTY Amount Unit Price QTY Amount 4,000-4,999 (square feet per unit) 5,434$ - 8,706 $ - 5,000-5,999 5,676 - 9,070 -
6,000-6,999 5,919 - 9,433 -
7,000-7,999 6,161 - 9,797 -
8,000-9,999 6,525 - 10,322 -
10,000-13,999 7,252 - 11,373 -
14,000-19,999 8,464 - 13,090 -
20,000-29,999 10,464 - 15,695 -
30,000-39,999 12,989 - 18,746 -
40,000 + 15,574 - 21,594 -
3 196,344 - -
FALSE
Amount of Unit Price Amount #
impervious surface.
to account for:
### FALSE FALSE
FALSE
n/a
####
Comments: $0.00
\\pw-data\grpdata\fldctl\CurDev\CITIES\Antioch\Jessica Court Multi-Family Development\[DA 29G Fee.xlsx]Worksheet Print Date:

Mark box to add mitigation fee
January 10, 2024
This fee estimate is based on the Gross Land Area to be 3.00 acres as documented in the Planning Submittal dated 12/14/23, on sheet AS1 - Conceptual Site Plan - Project Data table, prepared by SDG Architects, Inc.

Prepared by: Thao Nguyen
Summary of Drainage Fees
Development #:

APN:

Drainage Area:
051-390-001,
-002,-003,-004,
-005,-006,-009,
-010,-011,-016
$196,344.00TOTAL:

2.02 - $
Calculate DA 130 fee if checked
Sqr Ft.
0 5-1
A genda Item #

CITY OF ANTIOCH

PLANNING COMMISSION

REGULAR MEETING
R
egular Meeting May 7, 2025
6:30 p.m. City Council Chambers

1. CAL

L TO ORDER
C
hairperson Riley called the meeting to order at 6:30 P.M. on Wednesday, May 7 , 2025, in Council Chambers.

2. RO

LL CALL
P
resent: Commissioners Jones, Martin, Vice Chairperson Webber and Chairperson Riley

Absent: Commissioners Suman and Perez
S
taff: Planning Manager, Zoe Merideth
Senior Planner, Kevin Scudero
Contract Planner, Kevin Valente
Contract Engineer, Kevin Van Katwyk
Minutes Clerk, Kitty Eiden

3. P

LEDGE OF ALLEGIANCE
C
hairperson Riley led the Pledge of Allegiance.

4. P
UBLIC COMMENT – None

5. CO

NSENT CALENDAR
5 -1 Planning Commission Meeting Minutes April 16, 2025 A
motion made by Commissioner Jones, seconded by Commissioner Martin to approve Item 5-1 failed by the following vote:

A
YES: Jones, Martin, Riley
NOES: None
ABSTAIN: Webber
ABSENT: Suman, Perez
S
enior Planner Scudero explained that members who were not in attendance at the meeting could still vote to approve the minutes.

A
vote taken on the previous motion carried the following vote:

A
YES: Jones, Martin, Webber, Riley
ATTACHMENT "C"

PLANNING COMMISSION
Regular Meeting
May 7, 2025 Page 2 of 7
NOES: None
ABSTAIN: None
ABSENT: Suman, Perez
A
cting Director of Community Development Scudero announced that the applicant for Public Hearing Item 6-1 was not present at this time and suggested the Planning Commission consider changing the order of the Public Hearings.

O
n motion by Commissioner Jones , seconded by Commissioner Martin the Planning Commission members present moved Public Hearing Item 6-2 to be heard prior to Public Hearing Item 6-1. The motion carried the following vote:

A
YES: Jones, Martin, Webber, Riley
NOES: None
ABSTAIN: None
ABSENT: Suman, Perez

6. NE

W PUBLIC HEARING
6-2
. Jessica Court Multi -family Project | DR2023- 0005 | East of the Oakley Road and Phillips Lane Intersection: The applicant, Shoonya, LLC, is requesting approval of a Tentative Tract Map, Design Review, Variance and a Tree Removal Permit for an 82-unit multi-family project.

C
ontract Planner Valente presented the staff report dated May 7, 2025, recommending the Planning Commission adopt the resolution recommending City Council approval of a Tentative Tract Map, Design Review, Variance and Tree Removal Permit for the development of the Jessica Court Multifamily Project.

Lanc
e Crannell, Principal Architect, thanked staff for the comprehensive staff report and stated they were available to answer any questions this evening.

C
hairperson Riley opened the public comment period.

M
ichael Harguth, Antioch resident, stated he was opposed to another high-density project in the area.

C
hairperson Riley closed the public comment period.

I
n response to Commissioner Martin, Senior Planner Scudero explained that the applicant would either build the project as a rental or a condominium project. He noted there was a provision in the municipal code that if the project were built as a rental project and later converted, it would need to come back for those approvals. He confirmed that forming a homeowners' association (HOA) was common for condominium complexes to provide funding and management of services.

PLANNING COMMISSION
Regular Meeting
May 7, 2025 Page 3 of 7
Planning Manager Merideth explained the Jessica Court right of way was absorbed into the project so the address would most likely be Oakley Road.

C
ommissioner Martin recommended that the developer inform tenants or owners about the PG&E easement. He also voiced concern that the queuing area for the gate would only hold a single vehicle and asked for clarification regarding the mailbox facilities.

M
r. Crannell explained that there are two mailbox facilities: one for letters and a mailroom for parcels. He noted that the security gate would be access -controlled to minimize queuing and that, if traffic issues arose, they would collaborate with the City Engineer to address them. He also stated that all units were expected to be market rate.

I
n response to Commissioner Martin, the project engineer pointed out the bioretention basins in the project.

D
iscussion ensued regarding the necessity to remov e the heritage tree and the impact of retaining it.

I
n response to Chairperson Webber, Mr. Crannell explained that trash service would occur at least twice a week, with increased frequency during holidays, to prevent any buildup of trash in the dumpster areas.

A
cting Planning Manager Merideth confirmed that the applicant is meeting the established parking standards, complying with the tree removal requirements, and providing the necessary replacement trees in accordance with the Antioch Municipal Code (AMC).

I
n response to Commissioner Jones, Senior Planner Scudero stated that the decision between condominium and rental units would be made later and was not within the Planning Commission’s discretion as their focus was on the design review of the multi-family project.

P
lanning Manager Merideth explained that there was a small portion of property along the frontage owned by the HOA for the development to the north.

I
n response to Chairperson Riley, the applicant agreed to replace the Coast Live Oak tree with a native 36-inch box tree near the community center.

A
motion was made by Commissioner Jones to adopt the resolution of the Planning Commission of the City of Antioch forwarding a recommendation to the City Council to adopt the proposed tentative tract map, design review, variance, and tree removal permit for the development of the Jessica Court multifamily project.

C
ommissioner Martin requested that the motion include recommendations concerning the native trees and the notification to owners or tenants about the PG&E easement.

C
ommissioner Jones withdrew her motion.

PLANNING COMMISSION
Regular Meeting
May 7, 2025 Page 4 of 7
On motion by Commissioner Martin, seconded by Commissioner Jones the Planning Commission members present unanimously a dopted the resolution of the Planning Commission of the City of Antioch forwarding a recommendation to the City Council to adopt the proposed Tentative Tract Map, Design Review, Variance, and T ree Removal Permit for the development of the Jessica Court multifamily project (DR2023- 0005), (VAR2025-0001) with the following recommendations:
 Tha
t the applicant us e native plants and large native trees as part of the tree removal process
 That the applicant notify property owners/tenants of the PG&E easement within the property
The
motion carried the following vote:

A
YES: Jones, Martin, Webber, Riley
NOES: None
ABSTAIN: None
ABSENT: Suman, Perez
6-1. The Ranch Phase II | PD2023- 0003 | Deer Valley Rd/Mammoth Way: The applicant, Richland Planned Communities, Inc. is requesting approval of the Vesting Tentative Subdivision Map to subdivide the Phase II area into 213 Low -Density-Conventional residential lots, a Use Permit to allow the development of the proposed uses and Design Review for the project landscaping.

C
ontract Planner Valente presented the staff report dated May 7, 2025, recommending the Planning Commission adopt the resolution recommending City Council approval of a Tentative Subdivision Map, Use Permit, and Design Review for the development of the Phase II area of The Ranch Project site.

K
yle Masters, Applicant, thanked staff for the comprehensive staff report. He gave a history of the project and reviewed the Phase II Tentative Subdivision Map, open space and trails.

C
hairperson Riley opened the public comment period.

Ju
dy Bresciani, Antioch resident, expressed concerns about her property sharing a fence line with the new development, noting that there was an easement behind her house. She suggested that a walkway between the fence lines would help address her concerns related to aesthetics, privacy, and property rights. She also pointed out that the current design with shared fencing could negatively impact her property values and might pose a risk of damage to her pool during construction.

C
hairperson Riley closed the public comment period.

Mr.

Masters explained that if any neighbors wish to have their fences replaced, they will replace them with a good neighbor’s fence. He also noted that if there is a special fence or attachments

PLANNING COMMISSION
Regular Meeting
May 7, 2025 Page 5 of 7
to the existing fencing, they would install their fence back-to-back. Additionally, he reported that any space left between fences would not be maintained, potentially leading to blight, but they had designed the setbacks with extra depth to address the separation issue.

S
enior Planner Scudero added that the General Plan was adopted in 2003 and designated this property for residential development. He stated that it is standard practice for developments to share good neighbor fences.

M
r. Masters stated they would do their best to be good neighbors and encouraged homeowners to take photos and document any issues.

C
hairperson Riley stated that he understood the residents’ concerns; however, he had observed walkways behind residences that were not maintained. He noted that the generous setback would help address and mitigate the concerns of the existing residents.

I
n response to Commissioner Martin, Mr. Masters stated that he believed development would proceed in Phase 1 over the next 2 to 3 years; however, a builder might also want to begin development in Phase 2 during that period. He noted that construction could potentially start by the end of this year, but it was more likely to begin in the spring of 2026. He clarified that Phases 1 and 2 were not designed to be gated communities, although some projects in Phase 3 may include gates. Additionally, he pointed out the bioretention basins incorporated into the project.

C
ommissioner Martin agreed that a walkway behind the project would be very difficult to maintain and was not a viable solution.

C
ommissioner Jones thanked the applicant for the presentation and acknowledged her understanding of the neighbors’ concerns; however, she stated that a walkway in the area would not effectively address those concerns.

F
or the record, the applicant stated that typically the fence would be placed on the property line, and they would replace the existing homeowner’s fences. He noted that they would request right- of-entry from the neighbors and discuss whether the neighbors wanted their fences replaced.

For those who decline, the applicant indicated they would install their fence sandwiched between the existing fence and the new one.

A
cting Director of Community Development Scudero clarified the action before the Planning Commission this evening was to confirm that the applicant was implementing the plan that Council had approved in 2020.

M
r. Masters reported that they had presented the park and landscaping plan to the Parks and Recreation Commission, who were very supportive.

I
n response to Commissioner Jones, Mr. Masters reviewed the landscape plan, trail phasing plan and respite areas.

PLANNING COMMISSION
Regular Meeting
May 7, 2025 Page 6 of 7
On motion by Commissioner Martin , seconded by Commissioner Webber the Planning Commission members present unanimously adopted the resolution of the Planning Commission of the City of Antioch forwarding a recommendation to the City Council to adopt the proposed Vesting Tentative Subdivision Map, Use Permit, and Design Review for the development of the Ranch Phase II Project (PD-2023-0003, UP2025-0007, DR 2025- 0017). The motion carried the following vote:

A
YES: Jones, Martin, Webber, Riley
NOES: None
ABSTAIN: None
ABSENT: Suman, Perez

7. RE

GULAR ITEM/NEW ITEM
7-1 E
lection Of Chair And Vice Chair
O
n motion by Commissioner Martin , seconded by Commissioner Jones the Planning Commission members present unanimously appointed Commissioner Webber as Chair and Commissioner Jones as Vice Chair of the Planning Commission. The motion carried the following vote:

A
YES: Jones, Martin, Webber, Riley
NOES: None
ABSTAIN: None
ABSENT: Suman, Perez

8. O

RAL/WRITTEN COMMUNICATIONS
A
cting Planning Manager Merideth announced Commissioner Suman was appointed on April 22, 2025, and the application period for the remaining vacancy closed on April 25, 2025.

9. C

OMMITTEE REPORTS
C
ommissioner Jones announced that TRANSPLAN would be meeting on May 8, 2025, and if Commissioners had any questions, they could let her know via email and she would follow up with the Committee.

I
n response to Commissioner Webber, Planning Manager Merideth explained that Mayor Bernal was in communication with TRANSPLAN to determine the process for appointing an alternate to that committee.

10. N
EXT MEETING: May 21, 2025
P
lanning Manager Merideth announced the May 21, 2025; Planning Commission meeting would include a review of the Capital Improvement Program (CIP).

PLANNING COMMISSION
Regular Meeting
May 7, 2025 Page 7 of 7

11. ADJOURNMENT
O
n motion by Commissioner Martin, seconded by Commissioner Jones, the Planning Commission members present unanimously adjourned the meeting at 8: 09 P.M. The motion carried the following vote:

A
YES: Jones, Martin, Webber, Riley
NOES: None
ABSTAIN: None
ABSENT: Suman, Perez
Respectfully submitted:

Kitty Eiden
KITTY EIDEN, Minutes Clerk
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2 9•11•03• 97.oo· 15.72'
3 917'03" 125.00' 20.25'
4 9"17'03" 153.00' 24.79'
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7 35'32'18" 55.00' 34.11'
8 35•32'18" 47.oo· 29.15"
9 45°15·2r 47.00' 37.12'
10 134°44 33" 47.00' 110.53'
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12 32•39·21· 47.00' 26.79'

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NO. I DIRECTION I DISTANCE
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L2 N 119'34" E 2.40'
L3 N 119·34• E 1.01·
L4 N 119'34" E 15.03'
L5 N 119'34- E 3.40'
L6 N 119'34" E 2.58'
L7 N 119'34" E 16.04'
L8 N 013'18" E 0.79'
L9 N 013'18" E 16.02'
LlO N 013'18" E 3.48'
Lll N 0•41•35· E 11.60'
L12 N 0'41'35" E 16.36'
L13 N 0•41•35• E 16.03'
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N
8 Agenda Item

STAFF REPORT TO THE CITY COUNCIL
DATE: Regular Meeting of June 10, 2025
TO: Honorable Mayor and Members of the City Council
SUBMITTED BY: Monserrat Cabral, Youth Services Network Manager APPROVED BY: Tasha Johnson, Public Safety and Community Resources Director
SUBJECT: Amendment No. 2 to the Consulting Services Agreement with One Day at a Time, with fiscal sponsor Community Initiatives, increasing the agreement amount by $ to an amount not
to exceed $ for the 2022-25 City of Antioch’s
California Violence Intervention and Prevention (CALVIP) Program

RECOMMENDED ACTION
It is recommended that the City Council adopt a resolution approving the second amendment to the Consulting Services Agreement with One Day at a Time (ODAT), with fiscal sponsor Community Initiatives, for the City of Antioch’s 2022–2025 California Violence Intervention and Prevention (CalVIP) grant. The amendment increases the total contract amount by $ to an amount not to exceed $ and extends the term of the agreement through June 30, 2026.

FISCAL IMPACT
This action increases the amount of the Consultant Services Agreement with ODAT by $ in CalVIP funding to an amount not to exceed $ There is no impact to the City’s General Fund.

This updated contract amount includes approximately $119,441 in unspent funds from the original CalVIP allocation of $340,806, which will be rolled into the extended grant term to support continued implementation and authorizing the City Manager or designee to execute the second amendment to the Consulting Services Agreement in a form approved by the City Attorney.

DISCUSSION
The City of Antioch's violence prevention initiative was first launched through successfully submitting a proposal to the Board of State and Community Corrections (BSCC) for Cohort 4 of the California Violence Intervention and Prevention (CalVIP) grant. The proposal was submitted in 2021, and in February 2022, the City was awarded $1,794,116 to implement

Antioch City Council Report
June 10, 2025 Agenda Item 8
evidence-based violence reduction strategies over a three-year grant cycle spanning from July 1, 2022, through June 30, 2025. As part of the award, the City was required to provide a 100% local match, doubling the program’s investment to support staffing, partner agencies, and operational infrastructure. In early 2025, BSCC approved a no-cost extension, allowing the City to continue evaluation activities through December 2025 and conduct a complete six-month evaluation phase from January to June 2026. The initial year of the grant focused on responsibly building the program infrastructure—this included setting up a new department, conducting a deliberate and rigorous hiring process to recruit qualified staff, and securing the right partners through a competitive procurement process to ensure taxpayer dollars were managed with transparency and impact.

In June 2023, One Day at a Time (ODAT) was brought on board as the lead community- based organization, receiving $340,806 to conduct direct street-level outreach and implement the Peacemaker Fellowship, an intensive, community-rooted intervention model. Additionally, the City contracted with Evident Change for $89,705 to conduct a comprehensive, third-party evaluation throughout the program's life cycle to ensure data- informed decision-making and accountability. Advance Peace, a nationally recognized expert in urban gun violence reduction, was selected as the technical assistance and training provider for $435,000, bringing a proven model and capacity-building expertise to support Antioch's efforts. The City’s approach has been intentional and fiscally responsible, prioritizing community safety and long-term program sustainability while aligning with best practices and state-level expectations for effective violence intervention.

GOALS (submitted in the CalVIP proposal and approved 2.10.2022)

1. Establish and build a partnership-based program management framework.

2. Improve individual outcomes for people at high risk for gun violence and fortify police/community relations with people exposed to or experiencing violence.

3. Implement a comprehensive strategy, assess effectiveness, and develop sustained funding and support.

OUTCOMES AS OF APRIL 30, 2025:

Goal 1: Build a Partnership-Based Program Management Framework The City of Antioch has developed a foundation for evidence-based violence reduction through strong partnerships, data-driven strategies, and shared accountability. Key Outcomes:

A Gun Violence Problem Analysis was completed in late 2023 in partnership with the Antioch Police Department and the California Partnership for Safe Communities (CPSC).
o Identified more than 40 individuals at the highest risk of gun violence involvement
o Informed referral strategies and geographic priorities for the Peacemaker Fellowship
Monthly internal oversight reviews were launched to track progress and ensure accountability.

Bi-monthly cross-sector convenings with ODAT, Antioch PD, Advance Peace, and Evident Change enable real-time strategy coordination, data sharing, and joint problem-solving.

ODAT, as the community-based implementation partner since June 2023, has:
o Conducted more than 300 hours of outreach
o Participated in over 30 community events
Antioch City Council Report
June 10, 2025 Agenda Item 8
o Built partnerships with dozens of local stakeholders in key neighborhoods, including Sycamore
Community trust has increased, reflected by a rise in self-referrals and family engagement
Goal 2: Improve Individual Outcomes and Strengthen Community-Police Relations The Uplifting Peace Program has achieved measurable improvements in participant outcomes and demonstrated success in community-level violence interruption. Key Outcomes:
19 high-risk individuals (Fellows) are actively enrolled in the Peacemaker Fellowship and receiving intensive, trust-based mentorship from Neighborhood Change Agents (NCAs).

Program retention remains high: over 95% of enrolled Fellows have remained consistently engaged for at least six consecutive months.

Structured programming has included:
o More than 150 hours of group-based engagement
o Weekly outreach sessions
o Biweekly life-mapping workshops
o Monthly healing-centered engagement circles
Additional individual outcomes include:
o 100% of Fellows have remained alive and free from gun-related injury o 75% (14 of 19) have avoided re-arrest
o 53% (10 of 19) have enrolled in education or workforce development programs
o 53% (10 of 19) have received legal and/or reentry support o 53% (10 of 19) have accessed substance use recovery services o 26% (5 of 19) have engaged in mental health treatment Over 25 violent conflicts have been successfully interrupted, helping prevent likely retaliatory shootings.

Example of success: One Fellow with a prior record of gun violence relocated out of Antioch, completed court-mandated programming, and secured employment with UPS—demonstrating the program’s potential to transform life trajectories.

Collaboration with law enforcement has deepened through:
o Monthly joint briefings with Antioch PD
o Shared intelligence and outreach coordination
o Five co-hosted community events (e.g., basketball games, neighborhood clean-ups) designed to build relationships between police and residents Goal 3: Implement a Comprehensive Strategy and Develop Sustained Support The City of Antioch is advancing a long-term, evidence-based public safety strategy to ensure sustainable violence prevention beyond the CalVIP grant period. Key Outcomes:

A formal partnership with the Hope and Heal Fund supports the development of a comprehensive, citywide violence prevention plan.

The strategy prioritizes historically impacted neighborhoods, including Cavallo Road and Sycamore, and incorporates:
o Community engagement and listening sessions
o Analysis of system gaps and service needs
o Disaggregated data collection focused on gun violence, domestic violence, and retaliatory harm
The strategic planning process will:

Antioch City Council Report
June 10, 2025 Agenda Item 8
o Assess the effectiveness of current investments
o Identify sustainable funding and policy opportunities o Establish a citywide, equity-centered violence reduction framework This work is positioning Antioch to institutionalize a coordinated, accountable, and community-informed public safety model.

OUTREACH, RECRUITMENT & RETENTION:

1. ODAT identifies potential fellows using a combination of data and community- based referrals:
a. City data (e.g., crime mapping, shooting victim/witness data, probation/parole lists)
b. School district referrals (for youth showing patterns of chronic absenteeism, behavioral issues, or involvement in conflicts)
c. Community referrals from trusted partners, including local CBOs, credible messengers, neighborhood leaders, and faith institutions d. Street outreach observations by trained violence interrupters and outreach workers
e. Priority is given to individuals who are:
i. Actively involved in or closely associated with group/gun violence ii. Between the ages of 14 and 28
iii. Residing in or frequenting violence-impacted neighborhoods

2. Once a potential fellow is identified, ODAT conducts focused outreach to build rapport and offer program enrollment:
a. Initial Contact conducted by NCA
b. Referrals from trusted partners are accompanied by an introduction and supportive follow-up
c. Outreach is trauma-informed, culturally responsive, and conducted in safe, accessible spaces (e.g., schools, parks, homes, or neutral sites) d. Motivational interviewing techniques explore readiness and interest in changing behavior and engaging in services.

3. Once interest is confirmed, a brief intake assessment is conducted to document:
a. Risk level
b. Support needs
c. Goals and motivations
d. History of involvement in violence or retaliation cycles ODAT has incorporated “Hot Spot” Intelligence and Community Walks by regularly walking and engaging in “hot blocks” where gun violence is concentrated (Sycamore area, Delta Fair, etc.).

4. Youth and young adults voluntarily enroll, signing a mutual agreement that outlines expectations, stipends, and opportunities.
a. Fellows are introduced to their assigned life coach and begin a 6–12 month intensive mentorship process that includes:
i. Weekly coaching sessions
ii. Life mapping and goal setting
iii. Conflict mediation and healing circles
iv. Participation in civic engagement, training, or workforce preparation Antioch City Council Report
June 10, 2025 Agenda Item 8
activities

5. Ongoing Support and Follow-up
a. Fellows receive wraparound support, including:
i. Mental health services
ii. Educational or job training referrals
iii. Court advocacy
iv. Emergency/crisis support
b. Progress is monitored and documented monthly through case management tools and fidelity check-ins with ODAT supervisors The City of Antioch has established a clear and timely protocol for engaging victims of recent shootings and their immediate networks within 24 to 72 hours of an incident. This response includes coordinated efforts with hospital-based intervention teams to provide trauma-informed support and prevent retaliatory violence. Additionally, the Uplifting Peace Program operates under a structured, tiered advancement system that tracks participant progress through defined milestones. This system allows staff to measure individual outcomes and guide Fellows as they advance through the program, ensuring accountability, growth, and sustained engagement. Sixteen out of the nineteen fellows currently enrolled in our program have documented histories of gun-related offenses. They are deeply entrenched in cycles of street-level violence, as verified through official records accessed during intake and onboarding. These outcomes were achieved with two full-time Neighborhood Change Agents (NCAs) . Additionally, ODAT operates without a dedicated full-time Project Manager, placing substantial administrative and coordination burdens on frontline staff.

STAFFING:

Project Manager (1)
To ensure the successful recruitment, hiring, and onboarding of a qualified Project Manager for the Uplifting Peace Program with ODAT by July 15, 2025, ODAT. The job description outlines key responsibilities such as project coordination, staff supervision, stakeholder engagement, grant compliance, and required and preferred qualifications rooted in community-based violence prevention and trauma-informed care. From May 6-17, 2025, ODAT launched a multi-channel outreach and recruitment campaign, utilizing nonprofit job boards, regional networks, CalVIP and CBO coalitions, local workforce development programs, LinkedIn, and targeted community referrals to attract a diverse and mission- aligned applicant pool. A structured interview and scoring process will take place between May 28, 2025 – June 8, 2025, including panel interviews, scenario-based questions, and a relevant written exercise to assess core competencies. The selected candidate will be notified by June 20th and begin onboarding immediately to ensure a smooth transition and alignment with the Advance Peace model, ODAT’s operational goals, and the City of Antioch’s CalVIP funding milestones.

Neighborhood Change Agents (NCAs) (2)
A multi-tiered oversight and support structure has been established to ensure interventions are delivered with fidelity to the Peacemaker Fellowship™ model that guides the Uplifting Peace Program. This includes monthly meetings between the City of Antioch and the CalVIP team to review implementation progress, address challenges, and ensure alignment with program goals. Monthly technical assistance sessions with Advance Peace are held to assess community conditions, evaluate intervention strategies, and reinforce Antioch City Council Report
June 10, 2025 Agenda Item 8
adherence to the model. Weekly staff meetings are also conducted to monitor outreach activity, participant engagement, and operational consistency. These structured check-ins help maintain accountability and foster continuous improvement.

At present, the program is supported by two NCAs managing 19 Fellows. Based on the recommended intervention standard—one NCA per 5–8 Fellows—this caseload exceeds the recommended threshold, resulting in resource strain and limited capacity for deeper engagement. A third NCA is necessary to appropriately serve the current number of Fellows and support potential expansion.

The current staffing model provides weekday-only coverage (Monday–Friday, 9:00 AM– 5:00 PM), leaving significant gaps during evenings and weekends, when community violence is more likely to occur. Adding a third NCA would enable the program to provide 14-hour daily coverage, 7 days a week, ensuring more consistent and timely interventions.

A proposed staggered schedule with three NCAs could include:

NCA 1: Sunday–Thursday, 12:00 PM–10:00 PM
NCA 2: Tuesday–Saturday, 9:00 AM–7:00 PM
NCA 3: Friday–Monday, 2:00 PM–12:00 AM
This structure would expand geographic and temporal coverage, improve responsiveness, and allow for more sustainable caseload management—ultimately strengthening the program’s ability to reduce violence and support high-risk individuals across the city.

A contract amendment is requested to increase the current CalVIP award of $340,806 by $56 to support critical program enhancements from July 2024 through June 2026. All programmatic work and expenditures will be completed by December 31, 2025.

The period from January 1, 2026 to June 30, 2026 will serve as a no-cost extension dedicated to final evaluation, close-out activities, and financial auditing. During this time, all partner agencies and organizations must remain engaged to support accurate reporting and ensure compliance with grant requirements. This additional funding will support:

Increased staffing capacity to meet service demand
Expanded outreach and wraparound services for high-risk participants Strengthened community engagement and violence prevention efforts *The attached evaluation summary, prepared by Evident Change , who serve as the evaluators for the CalVIP project in the City of Antioch , reflects implementation findings as of May 2024, when 3 Fellows were actively enrolled in the Uplifting Peace program. Since then, enrollment and engagement have grown to 19 Fellows as of April 30, 2025. This increase demonstrates the program’s expanded reach, strengthened community connections, and enhanced referral processes. The outcomes and data in this Council report align with CalVIP goals, and the findings from the evaluation summary are updated to provide the latest information on program impact.

ATTACHMENTS
A. Resolution
B. Budget
C. Budget Narrative
D. Tier Stats on Fellows
E. NCA Job Description
Antioch City Council Report
June 10, 2025 Agenda Item 8
F. Evaluation: Data Summary #2*
G. Original Contract
H. ODAT Presentation
RESOLUTION NO. 2025/xx

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANTIOCH AUTHORIZING

THE SECOND AMENDMENT TO THE CONSULTING SERVICES AGREEMENT

WITH ONE DAYAT A TIME, WITH FISCAL SPONSOR, COMMUNITY INITIATIVES,

FOR PROGRAM DELIVERY AND IMPLEMENTATION FOR THE CITY OF ANTIOCH’S CALIFORNIA VIOLENCE INTERVENTION AND PREVENTION (CALVIP) PROGRAM, INCREASING THE AMOUNT BY $ AND EXTENDING THE TERM OF SERVICES THROUGH JUNE 30, 2026
WHEREAS, the City of Antioch was awarded funding under the California Violence Intervention and Prevention (CalVIP) Cohort 4 Grant by the Board of State and Community Corrections (BSCC) to support community-based violence prevention strategies; and
WHEREAS, the City originally allocated $340,806 of CalVIP funds to support implementation of the Uplifting Peace initiative, and to date, approximately $119,441 in unspent funds remain available for reallocation; and
WHEREAS, the City Council approved a First Amendment to the Consulting Services Agreement with One Day at a Time (ODAT) on July 1, 2024, extending services through June 30, 2025 and expanding program deliverables; and WHEREAS, the BSCC has since approved a revised budget and no-cost extension, authorizing continued programming through December 31, 2025 and administrative closeout through June 30, 2026; and
WHEREAS, the proposed Second Amendment increases the agreement by $5 and incorporates a total revised budget of $ , reflecting both the reallocation of remaining funds and additional CalVIP grant support; and WHEREAS, the amendment aligns with the City’s public safety and equity priorities by expanding community-led services that reduce violence, promote healing, and address the complex needs of high-risk individuals with no impact to the General Fund; and
WHEREAS, the expanded scope includes increased staffing of Neighborhood Change Agents, participant stipends, transformative travel, milestone events, and wraparound supports such as mental health, legal assistance, and emergency stabilization services; and
WHEREAS, ODAT has demonstrated early program success, with 19 high-risk individuals engaged in the Peacemaker Fellowship® program, over 95% retention, no participant fatalities or injuries, and a 75% arrest-free rate; and WHEREAS, this extension through June 30, 2026 will support required evaluation, auditing, and grant closeout activities in alignment with BSCC requirements. .

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Antioch hereby approves the second amendment to the agreement with ODAT, increasing funding by for a total amount not to exceed $ to support expanded programming under the Uplifting Peace initiative, and authorizing the City Manager or designee to execute the amendment in a form approved by the City Attorney.
* * * * * * * *
I HEREBY CERTIFY that the foregoing resolution was passed and adopted by the City Council of the City of Antioch at a regular meeting thereof, held on the 10 th day of June 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
_____________________________________

MELISSA RHODES

CITY CLERK OF THE CITY OF ANTIOCH
PERSONNEL COSTS FTE % FY24
ACTUAL
FY24 FY25
ACTUAL
FY25 FY26
Executive Director (1/4 time) 25% 26,000.00$ 27,909.00$ 26,000.00$ 14,797.00$ 13,000.00$ Project Manager/FT 100% 87,859.00$ 78,842.00$ 90,400.00$ 61,997.00$ 40,000.00$ NCA/Interventionist/Outreach Worker 100% 71,884.00$ 50,113.00$ 72,816.00$ 47,103.00$ 36,408.00$ NCA/Interventionist/Outreach Worker 100% 33,280.00$ 20,000.00$ 72,816.00$ 37,404.00$ 36,408.00$ NCA/Interventionist/Outreach Worker (NEW) -$ -$ 6,200.00$ -$ 36,408.00$ TOTAL PERSONNEL 219,023.00$ 176,864.00$ 268,232.00$ 161,301.00$ 162,224.00$

PROGRAM SUCCESS SUPPORT
Staff Training & Development 1,200.00$ 3,588.00$ 4,000.00$ 2,321.19$ 15,200.00$ Transformative Travel -$ 2,700.00$ 680.00$ 40,000.00$ Sub-contractor 13,500.00$ 13,500.00$ -$ -$ -$ TOTAL PERSONNEL PROGRAM SUCCESS SUPPORT 14,700.00$ 17,088.00$ 6,700.00$ 3,001.19$ 55,200.00$ Community Events
Hope in Motion – Christmas Gift Giveaway -$ -$ 2,400.00$ 2,370.00$ Backpack Giveaway -$ -$ -$ 9,000.00$ Thanksgiving Food Giveaway -$ -$ -$ 10,000.00$ Hope in Motion – Christmas Gift Giveaway -$ -$ -$ 6,000.00$ -$
TOTAL COMMUNITY EVENTS -$ -$ 2,400.00$ 2,370.00$ 25,000.00$

PROGRAM SUPPLIES & MATERIALS
Cell Phone (2) 1,200.00$ 701.00$ 2,000.00$ 594.00$ 667.00$ Mileage 3,600.00$ 1,292.00$ 4,700.00$ 2,011.00$ 2,350.00$ Office & Program Supplies 1,800.00$ 712.00$ 634.00$ 241.00$ 316.00$ Computer & Software 5,000.00$ 1,043.00$ 620.00$ 585.00$ 310.00$ Marketing 3,000.00$ 45.00$ 3,000.00$ -$ -$ TOTAL PROGRAM SUPPLIES & MATERIALS 14,600.00$ 3,793.00$ 10,954.00$ 3,431.00$ 3,643.00$

CLIENT FUND
Educational/Vocational training Costs/Job Readiness 34,000.00$ 330.00$ 15,000.00$ 10,757.00$ 15,000.00$ Transportation Expenses 9,000.00$ 1,000.00$ 145.00$ 5,000.00$ Food/Groceries Asst/Hardship 9,000.00$ 590.00$ 6,000.00$ 2,893.00$ 6,000.00$ Client Incentives 4,500.00$ 38,266.00$ 24,400.00$ 34,133.00$ Original Allocation (FY24) 6/1/23-6/30/24 340,805.86 $ TOTAL CLIENT FUND 56,500.00$ 920.00$ 60,266.00$ 38,195.00$ 60,133.00$ Actual Spent through June 2024 221,365.00$ Projected Rollover from FY24 (beginning
7/1/24) 119,440.30$
INDIRECT COSTS Projection FY25 (7/1/24-6/30/25) 388,057.78$ Community Initiatives as fiscal sponsor at 10% of total expenses. 10% 30,982.30$ 20,146.00$ 38,805.78$ 18,581.00$ 34,355.56$ Projection FY26 (7/1/25-12/31/25) 318,555.56$ Contingency 5,000.00$ 2,554.00$ 700.00$ 545.00$ 3,000.00$ Total Expenses requested FY 25 + FY26 706,613.33$ FY24 Rollover funds 119,440.00$
TOTAL 340,805.30$ 221,365.00$ 388,057.78$ 225,054.19$ 318,555.56$ New contract amount 587,173.33$ Remainding balance 119,440.30$
Budget Summary
One Day At a Time is a fiscally sponsored project of Community Initiatives a 501 (c)(3) non-profit public benefit organization. 331 Pine Street, Brentwood CA 94513 – Ph: (925) 240-1359 – Fax (925) 240-1367

Budget Narrative
Personnel Salaries
Executive Director (25% FTE)
The Executive Director of One Day At a Time will dedicate 25% of their time to overseeing the Uplifting Peace project. Responsibilities include attending weekly Uplifting Peace meetings, providing strategic and technical support, and building relationships with service providers. The Executive Director will also participate in leadership trainings and provide overall program oversight to ensure alignment with organizational goals and community impact.

Program Manager (100% FTE)
This full-time position (40 hours/week) at $34per/hr with a $3,000 sign on bonus, will serve as the day-to- day leader for the Uplifting Peace initiative. The Program Manager will be responsible for the successful implementation of the program, including supervision and support of Neighborhood Change Agents (NCAs), oversight of program participants (Fellows), coordination of staff, and facilitation of internal and external stakeholder meetings. They will manage data collection, reporting, and evaluation processes, while ensuring the program remains aligned with community goals and grant requirements.

Neighborhood Change Agents (NCAs) – 3x (100% FTE)
NCAs are full-time outreach workers responsible for interrupting violence, supporting high-risk individuals (fellows), and connecting them to critical services. They conduct consistent street outreach, mediate conflicts, and provide intensive case management. NCAs play a vital role in building trust within high-risk communities and fostering positive change by linking participants to mental health care, housing, employment, and other supportive resources. They also strengthen community relationships by organizing events that bring together residents, public safety, and service partners.

From July 2024 to December 2024, NCAs will be compensated at $25/hour.

From January 2025 to December 2025, NCAs will receive an increase to $28/hour.

Additionally, an additional full-time NCA will be hired for 7 months, from June 2025-Dec.2025 at a rate of $28/hour to provide evening and weekend coverage, extending outreach to critical timeframes when violence is more likely to occur.

One Day At a Time is a fiscally sponsored project of Community Initiatives a 501 (c)(3) non-profit public benefit organization. 331 Pine Street, Brentwood CA 94513 – Ph: (925) 240-1359 – Fax (925) 240-1367

Trainings and Professional Development
To ensure our team continues to implement and align with the Advance Peace model, we are allocating funds for ongoing training and development. This includes attendance at six key trainings throughout the year, with an average cost of $800 per trip, covering four staff members. These sessions are essential for enhancing staff skills, maintaining fidelity to the intervention model, and staying informed about best practices in violence prevention and community engagement.

FY 2025= Total: $4,000
FY 2026= Total: $15,200

Transformative Travel
We are budgeting $40,000 for transformative travel opportunities that include 15 participants (fellows) and 5 staff members. These trips are designed not only to expose fellows to new environments, perspectives, and leadership development experiences but also to reinforce the importance of service.

Each trip includes airfare, lodging, educational/training activities, and a day of giving back to the host community—for example, providing essentials like food or hygiene supplies to underserved children in other countries. This initiative is key to broadening worldview, instilling empathy, and reinforcing the fellowship’s values of service, growth, and healing.

Total: $40,000 (Average cost $2,000 per person)
Community Events
Backpack Giveaway – $9,000
Date: July 2025
Location: TBA (AHS possibility)
To support families ahead of the school year, we will host a Back-to-School Backpack Giveaway benefiting 250 students. Each backpack will include essential supplies, at approximately $32 per student, totaling $8,000. An additional $1,000 is allocated for meals provided to volunteers during preparation and distribution days. This event will also serve as an opportunity for deeper community engagement. We plan to invite local CBOs, peacemaker fellows, and service providers—such as mental health agencies, youth employment programs, and restorative justice organizations—to table at the event. Credible messengers, including violence interrupters and formerly incarcerated community leaders, will assist in distributing the backpacks to foster trust and visibility, with the goal of involving current fellows in the process. We will also collect parent contact information to support follow-up outreach, including invitations to healing circles, trauma workshops, and other supportive services.

Thanksgiving Food Giveaway – $10,000
Date: November 2025
Location: TBA (Sycamore possibility)

This initiative will support at least 100 families by providing groceries to prepare a traditional Thanksgiving meal, at an estimated cost of $100 per family. This $10,000 investment helps ensure that families facing hardship can still enjoy a meaningful and nourishing holiday. The event will be hosted in the sycamore community, designed to foster a welcoming and safe environment, encouraging not only distribution but genuine connection. In addition to food, we will provide gun violence awareness materials focused on conflict resolution, anti-violence messaging, and local support resources. On-site referrals to wraparound services, including trauma recovery, legal programs, and parenting workshops— will also be available. Fellows who have participated in the programs will be invited to volunteer, promoting pro-social behavior and reinforcing their leadership within the community.

Hope in Motion – Christmas Gift Giveaway – $6,000
Date: December 2025
Location: TBA (AHS possibility)
Now in its second year, this holiday event brings gifts and joy to 200 families in need. The initiative blends community collaboration, donated items, and purchased gifts to ensure that children feel remembered and celebrated during the holiday season. An additional $1,000 is allocated to provide meals for volunteers during preparation and distribution days. To strengthen long-term engagement, we will collect data through opt-in sign-ups, allowing us to keep families informed about year-round intervention efforts. This outreach will include information on gun violence awareness, trauma recovery services, youth development programs, parenting workshops, and safe spaces for youth. The event will also feature “Peace Pledge” stations, where youth and families can commit to being agents of peace and receive a small token—such as a bracelet, sticker, or photo as a symbol of their pledge.

Total for Community Events: $25,000

Program Supplies and Materials
This section includes the necessary materials and operational costs to support program implementation, outreach, and communication over the 18-month period.

Cell Phones
o FY2025 $2,000.00
o FY2026 $667
- Covers monthly phone costs at $66/month for two staff, plus the addition of a phone for the new NCA for seven months ($33/month). Phones are essential for outreach, case management, and responding to fellows and community needs in real-time.

Mileage
o FY2025 $4,700.00
o FY2026 $2,350
- Estimated at $300/month for ongoing outreach and transportation. This increases to $450/month for 7 months due to the addition of a third NCA, who will extend outreach during evenings and weekends in high-risk zones.

Office and Program Supplies
o FY2025 $634
o FY2026 $316
- Includes general supplies such as notebooks, binders, pens, outreach forms, and printed materials. Budgeted at $50/month, with an additional $50/month included for the new NCA during their 7-month term.

Computer & Software
o FY2025 $620
o FY2026 $310
- Covers software licensing, emails, and a new computer setup for the additional NCA.

Estimated at $60/month, with $30/month allocated for the new staff for 7 months.

Marketing
o FY2025 $3,000.00
o FY2026 $0
- Supports production of branded t-shirts, outreach flyers, and promotional items used during community events and public engagement efforts. These materials help build visibility and trust while reinforcing the program's presence in the community.

Total for Program Supplies and Materials FY25: $10,954
Total for Program Supplies and Materials FY26: $3,643

Discretionary Client Fund
This fund is designated to provide flexible, needs-based support for up to 25 fellows over the course of the 18-month program. From July 2024 through Dec. 2025, the program will serve 19 fellows, with an additional 5 fellows projected to be added from July to December 2025, aligned with the onboarding of a third NCA.

Educational/Vocational Training & Job Readiness
o FY2025 $15,000.00
o FY2026 $15,000.00
- Supports fellows in accessing GED programs, trade schools, union apprenticeships, barber/cosmetology school, or other job preparation resources. Funds may be used for tuition, supplies, tools, certifications, and clothing required for participation and employment.

Transportation Expenses
o FY2025 $1,000.00
o FY2026 $5,000.00
Covers public transit passes, ride-share assistance, gas cards, or emergency vehicle- related costs to ensure consistent program attendance, access to employment, and engagement in positive opportunities.

Food/Grocery Assistance & Extreme Hardship
o FY2025 $1,000.00
o FY2026 $5,000.00
-Provides grocery store cards, prepared meals, hygiene products, or emergency housing/clothing support to stabilize fellows during periods of financial hardship or personal crisis. This line item helps remove immediate barriers that often derail long-term progress.

This discretionary fund is essential to the success of our gun violence reduction efforts. By addressing urgent needs like food, transportation, and job readiness, it removes key barriers that often lead participants back into high-risk situations. Providing this flexible support helps fellows stay engaged, build stability, and commit to long-term change, these are critical steps in breaking cycles of violence and fostering safer communities.

Total for Discretionary Client Fund – FY2025: $60,266

Total for Discretionary Client Fund – FY2026: $60,133

Client Incentives
This line item supports monthly $400 stipends provided to eligible fellows once they reach Tier 2 of the Peacemaker Fellowship program. These stipends serve as a meaningful incentive for consistent participation, personal progress, and engagement in pro-social behaviors, while also helping to reduce financial pressures that may otherwise lead to disengagement.

The stipends are structured as follows:
10 fellows will receive monthly stipends from September 2024 through May 2025 An additional 5 fellows will be added with the hiring of a new NCA, bringing the total to 15 fellows receiving stipends from July through December 2025

These stipends recognize fellows’ continued progress on their LifeMAP goals and their commitment to transformation and community healing. Beyond financial support, they reinforce structure, accountability, and participation in all program components, including outreach, group meetings, and community engagement activities.

Total for Client Incentives –FY2025= Total $38,266
Total for Client Incentives - FY2026= Total $34,133

Contingency
A contingency fund of $3,000 is included to account for unexpected or miscellaneous program expenses that may arise during the 18-month period. This ensures the program can remain responsive and flexible in addressing minor but essential costs not explicitly captured in other budget categories—such as last- minute supply needs, emergency support for participants, or unforeseen operational adjustments. This line item helps safeguard the program’s stability and continuity.

Total for Contingency – $3,000.00
Fiscal Sponsor – Community Initiatives (CI)
Community Initiatives (CI) serves as the fiscal sponsor for One Day At a Time, providing comprehensive administrative infrastructure and compliance support. CI charges 10% of total project expenses, which One Day At a Time is a fiscally sponsored project of Community Initiatives a 501 (c)(3) non-profit public benefit organization. 331 Pine Street, Brentwood CA 94513 – Ph: (925) 240-1359 – Fax (925) 240-1367 covers a broad range of essential administrative and operational services, allowing our team to focus on direct service and program impact.

Services included in this sponsorship fee are:

Financial management and
accounting
Human resources, payroll, and health insurance administration General and liability insurance coverage
Legal counsel and risk management
Grant and funder compliance support
Tax filing and reporting
Access to online fundraising tools and donor management dashboards This partnership ensures that the program operates in full compliance with local, state, and federal regulations while reducing the administrative burden on ODAT staff and allowing us to maximize the time and resources devoted to serving the community.

Total for Fiscal Sponsor – Community Initiatives (CI) –YR2025 = $38,581 Total for Fiscal Sponsor – Community Initiatives (CI) –YR2023= $34,355 One Day At a Time is a fiscally sponsored project of Community Initiatives a 501 (c)(3) non-profit public benefit organization. 331 Pine Street, Brentwood CA 94513 Ph: (925) 240-1359 Fax (925) 240-1367 Uplifting Peace Fellows
Fellow # Tier Progress
1 Tier 3 Active
2 Tier 3 Active
3 Tier 2 In progress to tier 3
4 Tier 3 Active
5 Tier 3 Active
6 Tier 3 Active
7 Tier 2 Active
8 Tier 3 Active
9 Tier 3 Active
10 Tier 2 Active
11 Tier 1 Active
12 Tier 1 Active
13 Tier 3 Active
14 Tier 3 Active
15 Tier 1 Not Active
16 Tier 1 Not Active
17 Tier 1 Not Active
18 Tier 1 Active
19 Tier 1 Active

One Day At a Time is a fiscally sponsored project of Community Initiatives a 501 (c)(3) non-profit public benefit organization. 331 Pine Street, Brentwood CA 94513 Ph: (925) 240-1359 Fax (925) 240-1367

Job description
One Day At a Time (ODAT)

Full-Time Position Announcement: Neighborhood Change Agent

Are you someone who is highly motivated and upbeat that wants to help reduce gun violence throughout the City of Antioch? Do you have a passion for providing transformational opportunities to individuals involved in lethal firearm offenses and placing them in a high-touch, personalized fellowships? If so, apply for our Neighborhood Change Agent.

One Day At a Time (ODAT) is a fiscally sponsored project of Community Initiatives (CI), non- profit organization. ODAT serves youth and young adults of East Contra Costa and San Joaquin Counties of all backgrounds and walks of life and challenges them to become the best version of themselves that they can be. ODAT achieves this by providing a supportive network of peers and community, promoting positive lifestyles, enhancing educational learning experiences and developing decision-making skills that empower young leaders to realize their full potential.

Position Summary:

ODAT is seeking qualified candidate for the position of a Neighborhood Change Agent.

Incumbents must exercise discretion and good judgment in working with confidential materials and often function as the first point of contact that community members have with ODAT.

Incumbents provide street outreach and tailored engagement, and service referral on behalf of selected community members. Incumbents also effectively mediate street level conflicts that could elevate to gun violence.

The primary objective of for this program is to reduce local gun violence within a culturally competent and trauma responsive framework. Candidates are expected to represent ODAT publicly and should possess a high level of emotional intelligence and be able to effectively engage the public around issues related to gun violence intervention and interruption.

The selected candidates will have significant influence over our local success and future leadership and teamwork, as well as analytical and strategic thinking skills.

The candidate must be highly independent, demonstrate the capacity to work with little supervision. The candidate will be based out of our Brentwood office, communities on site.

Examples of duties and responsibilities:

Assists in the development, implementation, and refinement of protocols for addressing and reducing community conflict associated with gun violence.

Assists in mediating high level street conflicts, and referring and guiding selected residents through the processes of social, behavioral, educational, employment and other various support services, etc.

Provides case management and maintains constant community presence by conducting daily outreach to individuals involved in gun related conflict, their friends, associates, and families; share information about available services and resources; work to ensure community knowledge of FRRC activities.

Meet with team on a daily/weekly basis to share contacts, outcomes and ensure that all clients are being appropriately served.

Assists in the development and maintenance of appropriate participant documentation, record keeping, and program assessment and refinement with special attention to confidentiality concerns.

Develop relationships for the purposes of referral with service delivery providers, particularly education, behavioral health and employment and training agencies and resources.

Establish relationships with community, faith-based and governmental organizations with interests in addressing gun violence and providing opportunities for those involved in gun violence.

Translate work related issues and material into understandable written and oral formats.

Compose, organize, and submit reports (weekly, monthly, quarterly) accurately and timely.

Connect with participants at specified intervals to ascertain programming status, challenges, outcomes, and opportunities in real time.

Oversee and work with Neighborhood Change Agent or Peacemaker Fellow support.

ODAT offers a comprehensive benefits package including:

Fully paid medical, dental and vision
401k and 3% employer match
Basic life insurance, AD&D, STD & LTD
2 weeks of paid vacation
12 days of paid sick leave
11 paid holidays
4 floating holidays

Minimum Requirements:

High school diploma or equivalent.

Strong oral and written communication skills and attention to detail.

Demonstrated ability to work collaboratively in a team-oriented environment and leadership skills.

Self-starter with the skills to work independently with minimal to no supervision.

Ability to participate in community events.

Knowledge of computers.
.

Ability to clear a Live-Scan fingerprint background check and complete Mandated Reporter Training.

Ability to document process and outcome data per program protocols.

Demonstrate effective conflict resolution skills.

Ability to work professionally and ethically in a multi-cultural team setting.

Must be able to prioritize and handle multiple tasks.

Preferred Requirements:

Understands public health models of violence prevention/intervention as demonstrated by two (2) years of prior related experience.

Prior experience with the law enforcement system, e.g., firearms or gang activity related convictions
Two years demonstrated effective work in communities with high-risk individuals and/or intensive youth development related programs.

Knowledge of Microsoft Word, Excel, Power Point, Publisher and Google Documents a plus.

Experience working with youth ranging from middle school to high school age.

Bi-lingual (English/Spanish)

To Apply:

Submit resume detailing experience and qualifications to [email protected]. Please include Neighborhood Change Agent in the subject line.

The hourly range for this position $25-$27 per hour dependent upon skills and experience. This is a full-time position (40 hours). Some evenings and weekends required on occasion, but the general work schedule is Monday through Friday.

ODAT is an equal opportunity employer and does not discriminate upon the basis of race, ethnic background, religion, sex, gender identity, national origin, age, disability, veteran status, or any other legally protected class. We encourage applicants of diverse backgrounds to apply.

Job Type: Full-time

Pay: $25-$27 per hour.

1 City of Antioch,
Public Safety and Community Resources Department
CalVIP Cohort 4
Data Summary #2: Participant Recruitment, Referral, and Engagement June 27, 2024
________________________________________________________________

INTRODUCTION AND OVERVIEW
The purpose of this data summary is to provide a preliminary overview of One Day At A Time's (ODAAT) recruitment, referral, and engagement efforts for the City of Antioch’s CalVIP-funded Uplifting Peace program. This summary presents information about the program’s implementation process, particularly related to CalVIP project goals 1c, 2a, and 2b and their associated evaluation questions. Please see the appendix for the project’s goals, objectives, and evaluation questions.

This summary is based on findings from an interview with ODAAT staff conducted by the Evident Change team on May 8, 2024. The interview focused on understanding the program's current methods for participant recruitment, referral, and engagement including areas that are working well and challenges encountered. The Evident Change team plans to conduct another interview with ODAAT staff toward the end of the programming to gain additional insight about program implementation during the grant period.

Data Collection Methods
To develop this preliminary overview, the Evident Change team conducted an in person, hour-long interview in May 2024 with three key ODAAT staff members: the neighborhood change agent (NCA), the project manager, and the development manager. The interview was recorded for transcription, and detailed notes were taken to capture key data points. The team reviewed the recorded information and notes, summarizing the key findings for presentation in this summary.

2 KEY FINDINGS
Overview of Uplifting Peace
Uplifting Peace began implementation in July 2023, and as of May 8, 2024, has enrolled three fellows. The program has the following eligibility criteria: potential participants must be between the ages of 15 and 32, be Antioch residents, and be identified as active shooters in the community.

The program staff reported that in practice, the age range criteria can be flexible to accommodate active shooters younger than 15 or older than 32. Additionally, although the program is intended to serve Antioch residents, staff acknowledged that most active shooters reside in nearby cities such as Oakley, Richmond, Oakland, and San Francisco, rather than Antioch itself.

Referrals and Recruitment
Program staff shared that the recruitment and referral process for Uplifting Peace is multifaceted, involving direct community outreach, word-of-mouth, and referrals from agency partners. ODAAT has established relationships with at least eight different community-based organizations (CBOs) working with similar target populations. Flyers with program information and a QR code that links to a referral form have been distributed to these agency partners and posted around the community.

While agency referrals and advertisements are part of ODAAT’s strategy, program staff reported that direct community engagement and word-of-mouth referrals have been the most effective recruitment methods. Community engagement includes conducting outreach activities throughout Antioch, particularly in areas identified as most affected by gun violence. Although most current or potential participants do not tend to have traditional gang affiliations, program staff have observed that many are involved in crews that engage in organized criminal activities for financial gain. The program’s NCA has increased his presence in the community by frequently visiting hotspots and volunteering within the community. Through his personal connections and networks, the NCA also receives insight on locations of and individuals involved in recent shootings.

Challenges to Implementation
Given the program’s nature, formal referrals from agency partners were reported to be less successful than other referral and recruitment approaches. These types of connections, where participants are introduced through a referral rather than building a natural relationship within the community, may hinder effective relationship building due to feeling impersonal and transactional.

Therefore, ODAAT has prioritized word-of-mouth referrals for its recruitment strategy, including direct referrals from family members, friends, and community members. 3 Since the program is focused on targeting active shooters in the community to reduce gun violence, the labeling of potential participants has led to challenges in recruitment. Program staff reported that potential fellows are often hesitant to join. “We can’t really put that we are looking for active shooters. This program is very so much built on trust and keeping things hush hush. No one that is an active shooter is going to say hey, I really need your program, I’m going to shoot someone tonight, that doesn’t happen.

Given the program criteria, it is best to identify participants organically.” To mitigate this challenge, ODAAT has focused on communicating its commitment to confidentiality and ensuring potential participants and their families understand the program’s intention and goals.

This approach includes explicitly letting potential participants know that the program is not connected to law enforcement and that their participation will not result in punitive actions. Staff emphasized the importance of communicating with prospective fellows that the program is focused on supporting their goals and improving their outcomes. “It’s difficult, I have to explain to them that I have nothing on this, I don’t want nothing from you, man, other than you having the best life you can live, that’s it, that’s all, no strings attached. We are not taking this information down to report you to somebody, we are not here to create any more barriers than you already have to overcome. I try to make it as comfortable as possible for them.”
As the program is still in its early stages of implementation, ODAAT continues to refine its recruitment strategies to be responsive. Recruitment practices are updated based on guidance provided by Advance Peace partners and lessons learned from past recruitment experiences.

Maintaining participant engagement after the initial recruitment process was also identified as challenging. Difficulties in maintaining consistent contact were reported to arise when participants relocate outside of Antioch, which can limit the resources and support services available to them.

Other commonly reported obstacles to sustaining engagement in the programming include unstable or negative home environments, substance abuse issues, and the impact of generational poverty. To address these hurdles, program staff described maintaining a flexible and understanding approach. Participants who lose contact with their NCA are encouraged to re- engage with the program whenever they are ready, without any judgment or repercussions. This open-door policy was reported to recognize the complex life circumstances and systemic barriers that many participants face, which can sometimes disrupt their involvement. For instance, it was noted that at least one current fellow had briefly left the program following an arrest but was later 4 able to reconnect with their NCA and receive the necessary support and resources to get back on track.

Case Management
The Uplifting Peace program is modeled after Advance Peace’s Peacemaker Fellowship and utilizes a Life Management Action Plan (LifeMAP) to assess and support participants’ needs and goals. The LifeMAP is developed through discussions between the participant and the NCA. These discussions aim to identify the participant’s short-, medium-, and long-term goals and outline the steps needed to achieve those objectives. The LifeMAP process allows the NCA to assess a fellow's needs across various areas, including housing, education, employment, transportation, finances, safety, family/relationships, physical health, mental health, and spiritual, recreational, and social connections. Based on the identified needs and goals, a work plan with established milestones is drafted. The LifeMAP document and process is utilized to tailor outreach and engagement strategies for each individual fellow throughout the 12-month program.

The LifeMAP also allows the NCA to assess where a fellow stands in relation to a four-tiered plan for their goals. Participants can begin the program at any tier depending on their background and status. According to program staff, most current fellows began at tier one, where the focus is on building trust and supporting them in meeting basic needs by providing access to groceries, clothing, and housing assistance. According to program staff:
"Tier one is getting them out of survival mode.”
During tier two, the LifeMAP is developed, and steps needed to reach shorter and longer-term goals are taken. This includes obtaining important documents like social security cards, birth certificates, and ID cards, which are necessary for employment and access to social services (i.e., CalFresh, Medi-Cal). Tiers three and four are reached as participants meet more of their goals such as securing a steady job, obtaining their high school diploma or GED, or maintaining sobriety.

Program staff emphasized the importance of focusing on meaningful goals that can support long- term stability and opportunities such as enrolling in college or gaining employment in a union or trade that offers benefits.
“There’s only three reasons someone carriers a gun: location, affiliation, or it’s your hustle.

Trying to get them to a place where they are less likely to carry a gun, so they are not out there hustling on the street corner.”
It was reported that as fellows progress through the tiers by achieving specific goals, they become more stable and committed to the program. The program can continue past tier four, depending on 5 the fellow's progress and needs. It was noted that a participant’s ability to advance through tiers depends on their engagement with programing and the resources ODAAT has available for them.

Ultimately, participants who progress through all tiers can become NCAs themselves and gain employment with the program.
“We can’t change their lives, but we can offer them opportunities to where now picking up a gun is harder because there is more to lose - if I do this, I’m going to lose all this or impact my kids or my family. We can’t stop them from shooting, but we can give them a reason not to.”
Participant Engagement
The NCA maintains regular communication with fellows through daily check-ins, either via phone calls or visits to their home and hotspots (e.g., areas that the City and ODAAT have identified as having high rates of gun violence). The frequency of contact between the fellow and NCA is seen as an indicator of a participant's commitment level. In addition to these check-ins, case management by the NCA also focuses on enhancing participants’ sense of belonging and self- worth through activities such as organizing field trips outside Antioch or treating them to lunch outings.

Engagement strategies are tailored to participants’ individual needs. The NCA collaborates with other system partners, including probation re-entry case managers and rehabilitation counselors, to ensure comprehensive support.

The lived experience and community connections of the NCA is a key facilitator to the program's implementation. The NCA reported being able to draw upon his own personal experiences to relate to and support the fellows in the program. The NCA has a personal history of system involvement and substance use and was able to make positive life changes. This shared experience was reported to allow the NCA to connect with fellows on a deeper level, as he explains:
"Because I lived that life, I see certain things, I can relate. If I'm sitting with a person, I can tell certain traits, like this guy has it bad at home, he's been abused physically or sexually assaulted. I can tell this person hasn't had a chance. I can relate to it, I can see it, I can feel it."
The NCA's ability to empathize and understand fellows' circumstances from a place of personal experience has supported the development of trust and rapport. 6 Program Data Collection
To collect program data, the NCA gathers data daily using a specialized app provided by Advance Peace. This app tracks all interactions with fellows as well as community outreach efforts.

Additionally, the NCA keeps notes documenting observations and relevant details about each participant. The data from the app and notes are used to monitor participants’ progress, identify challenges, and inform the program's strategies moving forward.

Continuous Staff Training and Program Improvement
Program staff, including managers and NCAs, receive extensive training and support in recruitment and engagement strategies. Staff members participate in a variety of training courses, some of which are provided by Advance Peace. These courses cover important areas such as mental health, substance abuse, and conflict mediation. Additionally, staff have regular weekly meetings to discuss communication, support needed, and program development. When asked about supports that would be helpful, ODAAT team members mentioned Narcan administration training and case management training would further equip their skill set as a program.

7 Appendix
CalVIP Project Goals and Objectives (from the City’s proposal to BSCC) Goal 1: Establish and build a partnership-based program management framework.

Objective A: Review police data and conduct a Gun Violence Problem Analysis.

Objective B: Develop/create a project management team.

Objective C: Develop community partnerships that address the individual, relationship, community, and societal factors.

Goal 2: Improve individual outcomes for people at high risk for gun violence and fortify police/community relations with people exposed to or experiencing violence.

Objective A: Street outreach to targeted individuals to develop positive relationships and trust.

Objective B: Create more equitable access to public service providers while addressing underlying trauma contributing to violence.

Objective C: Build competency within relevant city departments (APD, Department of Public Safety and Community Resources).

Goal 3: Implement a comprehensive strategy, assess effectiveness, and develop sustained funding and support.

Objective A: Implementation in motion.

Objective B: Management cycle in motion.

Objective C: Evaluation and assessment completed.

8 CalVIP Evaluation Matrix (from local evaluation plan) Process Evaluation
Key Questions Indicators Data Sources Data Collection
Methods/Frequency

1. How was the CalVIP
project developed and
implemented? [Goal 1, 3]
a. What were the
facilitators and
challenges to project
implementation?
b. What key partners/
organizations were
engaged in the
project?
c. What actions were
taken to assess and
sustain the project?
Implementation
facilitators

Implementation
challenges
Number and type of
partners

Sustainability
facilitators

Sustainability
challenges
Project partners

Quarterly Progress
Reports (QPRs)
and other
secondary
data/materials
Individual interviews with
project partners, held at the
midpoint and end of the
grant period. The Evident
Change (EC) evaluation
team will also attend regular
meetings of partners to learn
about and document real-
time project implementation.

The City will share QPRs
with EC after submission to
BSCC. Other secondary
materials will be shared as
available.

2. What services and
supports did the
Peacemaker Fellowship
provide to participants?
[Goal 2]

Number of participants

Type of services and
supports participants
engaged in

Program records,
QPRs, and/or other
secondary data
Project partners record/
track information about
individual participation in the
Fellowship and engagement
in services/supports.

3. What steps did the project
take to improve
police/community
relations in the City?
[Goal 2]
Number and type of
activities (e.g.,
community town halls,
community forums,
etc.)
Project partners

QPRs and other
secondary
data/materials
Individual interviews with
project partners, held at the
midpoint and end of the
grant period. The EC
evaluation team will also
attend regular meetings of
partners.

The City will share QPRs
with EC after submission to
BSCC. Other secondary
materials will be shared as
available.

Outcome Evaluation
Key Questions Indicators Data Sources Data Collection
Methods/Frequency

1. Did Fellowship
participants increase or
improve their healthy,
prosocial behaviors, skills,
and outcomes? [Goal 2]

Individual-level well-
being outcomes – e.g.,
connecting with social
supports, awareness
of emotions and
feelings, engagement
in positive activities,
accessing social
services
Program records
and other
secondary
data/materials

Participants
Program records (e.g.,
participant assessment data
or other information) and/or
qualitative research methods
(e.g., surveys, interviews, or
focus groups) conducted
with Fellows. Data will be
collected 1-2 times (pre/post
or post/exit only).
9 2. Did police/community
relations improve in the
City, with a focus on
people who are exposed
to or experiencing
violence? [Goal 2]

Community member
perceptions

Law enforcement
perceptions
Project partner
perceptions
Community
members

Law enforcement

Project partners

Qualitative research
methods (e.g., interviews,
focus groups, surveys, etc.)
conducted 1-2 times during
the project. Gathering input
from community members
will focus on data collection
during existing activities
(e.g., community townhalls)
as applicable.

3. Did the project develop
and implement a strategy
that will support continued
violence reduction efforts
by the City and its
partners? [Goal 1, 3]
Strategy development Project partners

Additional
stakeholders (e.g.,
law enforcement,
etc.)

QPRs and other
secondary
data/materials
Individual interviews with
project partners and other
identified stakeholders, held
at the end of the grant
period.

4. Did community-level gun
violence decrease during
the grant period?
[overarching goal]
Number of homicides
related to gun violence

Number of non-fatal
injury shootings
City level data

Project partners

The City will share gun
violence data/statistics with
EC on a regular basis.

Individual interviews with
project partners, held at the
midpoint and end of the
grant period.

Our History
1997 2009
Beyond
Violence
2010 2017
ODAT Founded Beyond Violence
Youth Empowerment Program
Fiscal Sponsor
2019 2020-2022 2023-2024
Reflection Room, Elementary School Covid Pandemic
Uplifting Peace
Elevate Youth, Mental Health Innovations Grant
Youth Empowerment &
Leadership Development

Uplifting Peace
To reduce gun violence in the city of
Antioch by engaging high-risk young
adults, providing resources and
encouraging positive alternatives for
healthier, non-violent lifestyles.
· Mentoring
· Connections to substance abuse treatment
programs
· Some financial resources may be offered on a
case- by- case basis for clients facing extreme
hardships
Services
Services
· Crisis intervention
· Case management
· Respect, trust, and confidentiality
· Assistance in applying for county
community- based resources
Overview of Uplifting Peace
Target Population and Recruitment
• Serves highest-risk individuals (ages 15–32) involved in or at risk of gun violence.
• Referrals from CBOs, flyers with QR codes, and word of mouth.

Uplifting Peace Model
• Builds fellows trust and accountability through engagement, daily contact, and personalized goal-setting.
• Utilizes Life Management Action Plans (LifeMAPs) to guide fellows through meeting basic needs, short/long-term goals, and stability milestones.
• Fellows receive case management, mentorship, and access to wraparound support across multiple services (e.g., housing, mental health, education, employment, and sobriety) by Neighborhood Change Agents (NCAs) with lived experience.
“We can’t change their lives,
but we can offer them
opportunities to where now
picking up a gun is harder
because there is more to lose.

We can’t stop them from
shooting, but we can give them
a reason not to.” – ODAT staff
Budget
Year 1
June,2023-
June 2024
Approved
for
$340,806
Total
Expenditures
$ 221,365
Budget - YEAR 1
$0
$50,000
$100,000
$150,000
$200,000
$250,000
$300,000
$350,000
$400,000
Year 1
Amount Granted Amount spent
Unused
funds
$119,441
Folding in
unused
folds:
$119,441
Budget
$706,613
Specifically for:
- Additional NCA
- Transformative
Travel
- Fellow Stipends
Budget – YEAR 2
Year 2
July 2024-
Dec. 2025
Amount
requested
$587,173
$0
$100,000
$200,000
$300,000
$400,000
$500,000
$600,000
$700,000
$800,000
Year 2
Budget Amount spent
Program Timeline
June 2023
Start of
Grant Year 1
August 2023
Hired
Program Manager
September 2023
Hired
Neighborhood
Change
Agent(NCA)
September 2023
Advance Peace
orientation
September 2023
Peace & Reconciliation
November 2023
Advance Peace
Leadership intensive
October 2023
Data App Training
December 2023
Substance abuse disorder
training
January 2024
NCA Retreat
Febuary 2024
Advance Peace
Leadership Intensive
April 2024
Advance Peace National
Forum
June 2024
Advance Peace
Leadership Intensive
January 2024
Presented program
updates to Antioch City
Council
YR1
…Program Timeline Continued
February 2025
Advance Peace
Management
Training
April 2025
Advance Peace
National Forum
February 2025
Hiring new
Project Manager
(In process)
April 2025
Restorative Justice
July 2024
Hired 2nd
Neighborhood
Change Agent(NCA)
July 2024
Start of Year 2
August 2024
New NCA
Advance Peace
Training
September 2024
Advance Peace
Data App training
October 2024
Enrolled 2
fellows into
union training
November 2024
Thanksgiving feed the
community event
December 2024
Hope In Motion
Toy drive event
YR2
Staffing
Project
Manger
Neighborhood
Change Agent
Neighborhood
Change Agent
Uplifting Peace – Staffing Model
Antioch- Uplifting Peace
Neighborhood
Change Agent
Project
Manger

NCA NCA NCA NCA
Field
Coordinator
Peacekeeper
Project
Manager

NCA NCA NCA NCA NCA NCA NCA NCA
Field
Coordinator
Field
Coordinator
Staffing Models for other CalVIP Grantees
Richmond- Office of Neighborhood Safety(Advance Peace)
Stockton- Advance Peace
Project
Manager

NCA NCA NCA NCA NCA NCA NCA
Peacekeeper
Vallejo- Advance Peace
Trainings
13 Trainings
Advance Peace
Management
Training
NCA Bootcamps
Advance Peace
Strategies
Training
Substance abuse
disorder

Community Events
Community
Events
Hope In Motion Toy
Drive event Serviced
over 115 families/300
kids
Supported the City of
Antioch in their
“Beautify Antioch”
event.

Supported a
Thanksgiving
Community
Blessing/food
distribution event

Uplifting Peace
Fellows
“Love Conquers All” Mural
Safety Stability Transformation
Building a
trusting
relationship
Mentor through
critical decision
moments
Offer
Services, support
& opportunities
Better decisions &
better outcomes
Outreach & Recruitment
Tier 1 Tier 2 Tier 3 Tier 4
Life Map
Goals
Life Map
Allowance
Transformative
Travel
Elder Circle
Internship
opportunities
7 Touch
Points
Daily
Check-Ins
Social
Service
Navigation
10 Fellows
have received job
readiness
certificates
56 hours of
community
outreach and
community
engagement
per week
Currently
servicing
19 fellows
Uplifting Peace
Currently
All fellows remain
Alive,
with no gun
violence
engagement
Q & A
Thank you
One Day at a Time
(925) 240-1359
www.odatec.org
9 Agenda Item

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 10, 2025

TO: Honorable Mayor and Members of the City Council

SUBMITTED BY: Monserrat Cabral, Youth Services Network Manager

APPROVED BY: Tasha Johnson, Public Safety and Community Resources Director

SUBJECT: Amendment No. 3 to the C onsulting Services Agreement with Advance Peace increasing the amount by $50,000 for Support of the City of Antioch’s California Violence Intervention and Prevention program (CalVIP)

RECOMMENDED ACTION
It is recommended that the City Council adopt a resolution approving the third amendment to the Consulting Services Agreement with Advance Peace for Technical Assistance/Support, Training and development for the 2022-25 City of Antioch’s California Violence Intervention and Prevention (CalVIP) in the amount of $5 0,000 and authorizing the City Manager or designee to execute the third amendment to the Consulting Services Agreement in a form approved by the City Attorney.

FISCAL IMPACT
This action increases the Consultant Services Agreement amount by $50,000 in CalVIP grant funding, not to exceed $485,000. The fiscal year 2024/25 CalVIP budget for Advance Peace will need to be carried forward into fiscal year 2025- 26. There is no impact on the City’s General Fund, as this is fully supported by CalVIP funding.

DISCUSSION
On May 1, 2023, the City of Antioch entered into an Agreement for Consultant Services with Advance Peace. Safe Passages served as the initial fiscal sponsor to support implementation of the City’s 2022 –2025 California Violence Intervention and Prevention (CalVIP) Grant Program. This $435,000 agreement was structured to fund strategic development, technical assistance, capacity -building, and training to suppor t community- based, data-informed violence reduction efforts, especially on gun violence in Sycamore and other high-impact neighborhoods.

In July 2024, City Council approved Amendment 1, formally recognizing Advance Peace as the sole contractor. This marked a key transition from operating under a fiscal sponsor to assuming full administrative responsibility for the contract. This shift reflected the organization’s increased capacity to manage public funds and directly oversee the

Antioch City Council Report
June 10, 2025 Agenda Item 9

Peacemaker Fellowship program.

In November 2024, Amendment 2 was approved to correct structural inconsistencies in the original contract’s budget and payment schedule. These adjustments were necessary to ensure financial clarity and that funds were allocated in accordance with the original agreement's intent.

To address implementation delays and staffing gaps that emerged throughout 2023–2024, the Board of State and Community Corrections (BSCC) issued a grant modification. It approved a six -month no- cost extension, moving the CalVIP expenditure deadline to December 31, 2025, and extending audit allowances through June 30, 2026. In alignment with this revised timeline, the City Council approved extending the Advance Peace contract through June 30, 2026, as part of Amendment 2, adopted on November 2 5, 2024. The grant modification also reallocated underutilized personnel funds, reserved initially for City- managed staffing, directly to frontline community-based organizations (CBOs), significantly expanding the program’s reach.

As a result of this strategic shift, $1,425,001 in CalVIP funds will now be invested in high- impact, community -centered service delivery. Advance Peace is currently contracted to receive $435,000, with an additional $50,000 now proposed to support the expanded demands on the contractor. This would bring their amended contract total to $485,000.

The proposed Amendment 3 reflects an operational and programmatic necessity. As the City’s principal technical assistance and model oversight partner, Advance Peace plays a critical role in ensuring that service providers, particularly One Day at a Time (ODAT), the direct implementer, deliver consistent, high- quality interventions aligned with the Peacemaker Fellowship model.

Key Metrics and Rationale for Expanded Investment

1. Stakeholder Engagement and Community Outreach
• Held monthly CalVIP partner meetings with City staff, ODAT, and evaluation partners. • Conducted 6 ODAT site visits to build frontline coordination. • Participated in two City Council meetings and a Community Town Hall at the Nick Rodriguez Community Center.
• Provided in-person support during the BSCC desk audit site visit. • Participated in school and street outreach efforts to assess emerging youth risk zones.

2. Findings from Assessment of Antioch’s CVI Landscape
• Identified the need for an additional Neighborhood Change Agent (NCA) for adequate citywide coverage.
• Noted high leadership turnover and the absence of a Strategy Manager since January 2025.
• Highlighted gaps in structured roll calls, mediation quality, and consistency of “Seven Touch Points.”
• Recommended hiring a dedicated Strategy Manager and establishing a formalized violence reduction plan tailored to Antioch.

Antioch City Council Report
June 10, 2025 Agenda Item 9

3. Work Plan Development
• Operationalized Year One activities based on the CalVIP work plan and expressed openness to co-develop a tailored City-specific implementation roadmap.

4. Capacity-Building for ODAT and System Coordination
• Delivered multiple trainings on trauma- informed care, life coaching, street outreach, and Cognitive Behavioral Therapy (CBT).
• Initiated collaboration with the Contra Costa County District Attorney’s Office and the Office of Racial Equity and Social Justice to integrate Antioch’s Peacemaker Fellowship within broader systems of care.

5. Leveraged Resources for Sustainability
• Successfully secured a partial federal grant from the U.S. Department of Justice to bolster Peacemaker Fellowship implementation in Antioch.

Coordination with ODAT Frontline Outcomes
This amendment directly supports ODAT’s ability to scale and sustain frontline intervention. As of April 2025, ODAT has:
• Engaged over 75 individuals through outreach and intake. • Enrolled 19 active Fellows in the Peacemaker Fellowship program. • Conducted over 40 life coaching sessions and 20+ community mediations. • Provided consistent emergency support (food, transportation, crisis intervention) to high-risk individuals.

ATTACHMENTS
A. Resolution
B. Budget
C. Original Contract with two Amendments
D. Data Report

RESOLUTION NO. 2025/xx

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANTIOCH APPROVING

THE THIRD AMENDMENT TO THE CONSULTING SERVICES AGREEMENT WITH

ADVANCE PEACE FOR THE TECHNICAL ASSISTANCE/SUPPORT, TRAINING, AND DEVELOPMENT CITY OF ANTIOCH’S CALIFORNIA VIOLENCE

INTERVENTION AND PREVENTION (CALVIP) PROGRAM, INCREASING THE AMOUNT BY $50,000

WHEREAS, the City of Antioch entered into an Agreement for Consultant Services with Advance Peace, with Safe Passages serving as fiscal sponsor, on May 1, 2023, to support technical assistance, strategic development, and capacity building for the City’s implementation of the 2022 –2025 California Violence Intervention and Prevention (CalVIP) Grant Program, in the amount of $435,000; and

WHEREAS, on July 1, 2024, the City Council approved Amendment No. 1 to the Agreement, removing Safe Passages as the fiscal sponsor and naming Advance Peace as the sole contractor; and

WHEREAS, on November 25, 2024, the City Council approved Amendment No. 2 to the Agreement, revising the Budget and Payment Schedule to correct mathematical inconsistencies and ensure proper allocation of funds to Advance Peace and other contractors; and

WHEREAS, the Board of State and Community Corrections (BSCC) approved a grant modification and a six -month, no -cost extension to the CalVIP Cohort 4 Grant, extending the expenditure deadline to December 31, 2025, and the audit completion deadline to June 30, 2026; and

WHEREAS, the BSCC-approved modification also reallocates unused personnel salary savings from City-administered staffing to direct service providers, increasing the total funds allocated to non-governmental organizations (NGOs) to $1,425,001; and

WHEREAS, Advance Peace is currently allocated $43 5,000 of the reallocated CalVIP funds for training, technical assistance, and strategic oversight; and

WHEREAS, due to the increased funding to the direct service provider One Day at a Time (ODAT) for staffing, Advance Peace is required to expand its scope of training and support responsibilities to ensure program integrity and success; and

WHEREAS, Advance Peace shall provide targeted capacity -building support to One Day at a Time (ODAT) by delivering no fewer than four (4) structured technical assistance sessions between July and December 2025 on core program implementation elements, including street outreach coordination, case management practices, data collection/reporting and alignment with CalVIP grant requirements;

WHEREAS, staff recommends an increase of $50,000 to Advance Peace’s contract, raising their total contract to $485,000, to support the additional responsibilities resulting from the reallocation of funds and expanded implementation scope; and

WHEREAS, this amendment will also update the Term of Services and formally add revised Exhibit B (Budget and Payment Schedule).

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Antioch hereby:

1. Approves a Third Amendment to the Agreement for Consultant Services with Advance Peace to:
o Revise Exhibit B to reflect the updated Budget and Payment Schedule, increasing Advance Peace’s contract by $50,000 to a total of $485,000; o Add Exhibit C to include the CALVIP Additional Terms and Conditions; and

2. Authorizes the City Manager, or designee, to execute the Third Amendment in a form approved by the City Attorney.

* * * * * * * *

I HEREBY CERTIFY that the foregoing resolution was passed and adopted by the City Council of the City of Antioch at a regular meeting thereof, held on the 10 th day of
June 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

__________________ ___________________

MELISSA RHODES

CITY CLERK OF THE CITY OF ANTIOCH

ATTACHMENT B
BUDGET
Description of Reimbursable Cost Annual Limits Contract Limit Assessment, Stakeholder Engagement,
Personnel Management Support,
Operations Management Support, and
Program Development & Implementation
Support by Consultant, Advance Peace

$145,000 per year*

Up to $290,000
Evaluation Services by the UC Berkeley
Center for Global Healthy Cities
$30,000 semi-
annually, Up to
$60,000 per year
Up to $120,000

Licensing of UCB Data Collection Portal $18,750 semi-
annually, Up to
$37,500 per year
Up to $75,000

*Advance Peace Community of Practice/Peacemaker Fellowship Implementation & Management Technical Support and Training @ $145,000 per year.

FEE CATEGORIES FEES

Ongoing Professional
Development
$45,600
Personnel $38,400

Training Delivery $17,500
Technical Support $17,500
Administration $20,400
Travel/Transportation $1,000
Miscellaneous $2,600
Training Material $2,0 00

TOTAL FEES $145,000

$290,000 - Advance Peace
$120,000 - UC Berkeley Evaluation Services as stated above $75,000 - Licensing of UCB Data Collection Portal
TOTAL: $485,00

www.healthycities.berkeley.edu Advance Peace Antioch 2023-2025: Data Report Prepared by: Prof. Jason Corburn, UC Berkeley, Center for Global Healthy Cities Report Date: April 30, 2025 Citation: Corburn, J. 2025. Advance Peace Antioch 2023-25 Data Report. Center for Global Healthy Cities, UC Berkeley.

Corburn, J. 2025. Advance Peace Antioch, 2023-25 Data Report. Center for Global Healthy Cities, UC Berkeley. 2 AP Antioch: Program Period Start through April, 2025

Corburn, J. 2025. Advance Peace Antioch, 2023-25 Data Report. Center for Global Healthy Cities, UC Berkeley. 3 Fellow Engagements & hours. These are 1-on-1 engagements between an AP Neighborhood Change Agent (NCA) or street outreach worker, and their assigned Fellow, or client. Street Outreaches & hours. Street Outreach is when an NCA engages someone with close proximity, influence, relevance & importance to a Fellow, like a family member, but the person is not a Fellow. In order to identify potential fellows, the AP team spoke to hundreds of people multiple times.

Conflict Mediations: Advance Peace Antioch mediated the following number and type of conflicts since January 2023-April 2025: 8 General Conflicts for 19.5 hours. These are interventions in the community to resolve a dispute that might involve a domestic dispute, an argument or other ‘beef’ among people that are not enrolled in the Peacemaker Fellowship. No guns were present or likely to be used in these conflict mediations. 1 After Hours Conflict Mediations for 2 hours. These are general conflicts (see above) that occur after ONS normal business hours (i.e., in the middle of the night). 1 Shooting Responses for 2.5 hours. This is when an ONS NCA goes to the scene of a shooting and works to understand what happened and prevent any potential retaliation. 13 Cyclical & Retaliatory Gun Violence Interruptions (CRGVI) for 48 hours. CRGVI are when an NCA interrupts a conflict where guns are present and very likely to be used. These are also conflicts between known rivals, who have been engaged in retaliatory gun violence before.

Corburn, J. 2025. Advance Peace Antioch, 2023-25 Data Report. Center for Global Healthy Cities, UC Berkeley. 4 Advance Peace Fellow Services & Referrals:

Cognitive Behavioral Therapy (CBT) sessions. This is when an NCA helps their Fellow to identify & change the destructive or disturbing thought patterns and traumas that have a negative influence on their behavior and emotions. CBT helps Fellows reflect on their own thinking, slow down in key moments of conflict, practice less harmful responses in dangerous situations, and to being to adapt their behavior to a new, non-violent identity. Life Coaching sessions. This is when an NCA delivers culturally responsive and competent support for a Fellow to help them identify their strengths, weaknesses and trauma, and help them overcome obstacles holding them back. Social Service Navigations. This is when an NCA supports their Fellow with any social services, such as the DMV, housing assistance, the legal system, welfare benefits, etc. Internships. These are opportunities for Fellows that are enrolled and participating in the Fellowship for at least six months. These typically are part-time paid opportunities that prepare a Fellow for full-time work. Life Skills Class. These are groups of Fellows learning about important life affirming skills, frequently facilitated by an NCA or a third-party professional. Elder Circles. The Elder’s Circle is a group of community members that meet with Fellows to share their life experiences and ways they avoided gun violence and became successful in raising a family, in business and other endeavors.

Corburn, J. 2025. Advance Peace Antioch, 2023-25 Data Report. Center for Global Healthy Cities, UC Berkeley. 5 Excursions are when an NCA takes one or more fellows out-of-town to remove them from potential conflict, build a trusting relationship and engage with them about peaceful life opportunities. Transformative Travel. This is when fellows who are completing LifeMAP goals, attending Life Skills classes and otherwise fully participating in the Peacemaker Fellowship get an opportunity to travel out-of-state with a cross-town rival. All transformative travel includes cultural and education experiences, meeting with organizations and communities that have experiences gun violence in a new place and team building/bonding. Referrals. The NCAs also refer their Fellows to social service providers, such as substance abuse, anger management, housing, food security and others. The AP NCA most frequently will bring and accompany a Fellow to the social service.

Corburn, J. 2025. Advance Peace Antioch, 2023-25 Data Report. Center for Global Healthy Cities, UC Berkeley. 6 Fellow Engagement & Conflict Mediation Field Notes (selections): • Mediated a conflict between 2 fellows at a bar • Show up to help conflict in a domestic which could have escalated • midd town and the bully in front of dollar general just word exchange by the time i got there you could hear cops coming every one disperse which was good no gun play but potential was there and will happen i have to find my in some how • Was out reaching on hot spot where there been two shooting in less than 24 hr one death other in upper leg 1st shooting; 23 gun shots and was hit 10x 2nd shooting 10 shots hit 1x in this 2 block radius a 3rd confrontation was kicking off i was there between the boys and a 3rd person • Fellow tipped to meet me about potential group retaliation from a fight that lead to a recent shooting. We sat and talked at football game. I talked to them as a group about the everlasting generational curses and consequences of the decisions they're making. They were respectful but body language a bit uneasy. Unspoken but understanding of whom they are and what they do, I spoke about the program and asked if They'd refer anyone, and some pointed at one another. • Heard about a potential retaliation in the neighborhood of conflict in Antioch. Reached out to family and got in touch with person of concern and took him with me to feed the other fellows and family and got him away from potentially throwing his freedom away or taking another life to continue the cycle of senseless killings. • Met youngster at school to mediate between two. Went well but we will see. Staying on them everyday. • This girl has an active gun case with a CPS case just got out of drug program in school for GED all her cases are here in Antioch but her geographics has her living in Concord crazy thing her sister yes her little sister are in the same mess so doing my best to set a lunch up • Was contacted from sister of potential fellow who been shot a few times seem to be shooting or being shot at for one reason or another so her and myself tried to locate him with intention of getting him in our program. I started at baby mom house which she told us she hadn’t seen him but that she just paid for restraining order against him. Went to spot he known to frequent, and it happen we seen his crime partner who is another fellow. • I’ve been hunting XX for about a month he name kept comming up in some stick ups i thought this kid going to end up dead or killing some one. Think he blasted XX 4x in the back so he trying to find a drug program to hide out in but the catch is he got his daughter with him and dont want to leave her mom strung out. Finally caught up with him. • Started 9am hit Antioch got a call from XX dad who told me he was on his way to Antioch. He is hoping i can talk him into our program before he gets kill or a 25 with a lid tops or 25 to life sentence. I spoek to him then went to cole house drug program spoke to counserlor Mike. He told me he might have a person that will be a fit for our program • Been in contact with Mr. Stroman, A Pastor in Antioch's sycamore Area about active street wars and how we can partner up and try to extinguish some of the bleeding in the Sycamore and Cavallo Areas. He invited myself to join in on some of the events in the area to be seen by the community and strategically reach out to some of the neighborhoods players.

Corburn, J. 2025. Advance Peace Antioch, 2023-25 Data Report. Center for Global Healthy Cities, UC Berkeley. 7 • Interview with potential fellow XX whom just got out of CYA which he was there from age 14 ,throw 21 for attempted murder. We will be meeting again. • Local resident and high school principal of Antioch High School also collaborating with us to help coordinate a Christmas event to possibly use the school gym, bathrooms and parking lot for the event. • Talked to counselors about most of us have had trauma some may have simple PTSD or complex PTSD in which causes us to act the way we do • Spoke to XX, a hooker i know. Got her away from the trafficking. She knows everything that happening out there. She was telling me about a crew out there gorilla pimpin or just robbing hookers crazy. • been working together to make him a fellow and do a life map. He works part time mechanic only means of income so i dont want to take him away from making it. Program Influences. At the end of April 2025:

10 Agenda Item #

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 10, 2024

TO: Honorable Mayor and Members of the City Council

SUBMITTED BY: Bessie Marie Scott, City Manager

SUBJECT: City Council Requested Discussion Item – Council Recess in July

RECOMMENDED ACTION
It is recommended that the City Council discuss and provide direction to City staff.

FISCAL IMPACT
The recommended action has no fiscal impact at this time.

DISCUSSION
This item is for the City Council’s discussion on a Council Recess in July.

ATTACHMENTS
None

Antioch City CouncilJune 10, 2025

Antioch City Council
June 10, 2025