227 Housing Fund
Housing
00420942 WINTER NIGHTS FAMILY SHELTER INC HOUSING SERVICES 21,427.74 00952039 CITY DATA SERVICES LLC HOUSING SERVICES 2,028.00 00952040 HOUSE, TERI CONSULTANT 32,976.45
AUGUST 01 - AUGUST 14, 2025
CLAIMS BY FUND REPORT
FOR THE PERIOD OF
FUND/CHECK #
AS HOUSING SUCCESSOR AGENCY TO THE ANTIOCH DEVELOPMENT
Finance Accounting
Prepared by: N. Acevedo
8/21/2025 August 26, 2025Page 1
ATTACHMENT A
227 Housing Fund
Housing
00420942 WINTER NIGHTS FAMILY SHELTER INC HOUSING SERVICES 21,427.74 00952039 CITY DATA SERVICES LLC HOUSING SERVICES 2,028.00 00952040 HOUSE, TERI CONSULTANT 32,976.45
AUGUST 01 - AUGUST 14, 2025
CLAIMS BY FUND REPORT
FOR THE PERIOD OF
FUND/CHECK #
AS HOUSING SUCCESSOR AGENCY TO THE ANTIOCH DEVELOPMENT
Finance Accounting
Prepared by: N. Acevedo
8/21/2025 August 26, 2025Page 1
ATTACHMENT B
06/09 1
CONSULTING SERVICES AGREEMENT BETWEEN
THE CITY OF ANTIOCH AND
TERI HOUSE
THIS AGREEMENT for consulting services is made by and between the City of Antioch (“City”) and Teri House (“Consultant”) as of October 11, 2010.
Section 1. SERVICES . Subject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in the Scope of Work attached as Exhibit A at the time and place and in the manner specified therein. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, the Agreement shall prevail.
1.1 Term of Services. The term of this Agreement shall begin on the date first noted above and shall end on June 30, 2011 the date of completion specified in Exhibit A, and Consultant shall complete the work described in Exhibit A prior to that date, unless the term of the Agreement is otherwise terminated or extended, as provided for in Section 8.
The time provided to Consultant to complete the services required by this Agreement shall not affect the City’ right to terminate the Agreement, as provided for in Section 8.
1.2 Standard of Performance. Consultant shall perform all services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is engaged in the geographical area in which Consultant practices its profession.
1.3 Time. Consultant shall devote such time to the performance of services pursuant to this Agreement as may be reasonably necessary to meet the standard of performance provided in Section 1.1 above and to satisfy Consultant’s obligations hereunder.
Section 2. COMPENSATION. City hereby agree to pay Consultant a sum not to exceed $50,000, notwithstanding any contrary indications that may be contained in Consultant’s proposal, for services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Consultant’s proposal, attached as Exhibit A, regarding the amount of compensation, the Agreement shall prevail. City shall pay Consultant for services rendered pursuant to this Agreement at the time and in the manner set forth below. The payments specified below shall be the only payments from City to Consultant for services rendered pursuant to this Agreement. Except as specifically authorized by City, Consultant shall not bill City for duplicate services performed by more than one person.
Consultant and City acknowledge and agree that compensation paid by City to Consultant under this Agreement is based upon Consultant’s estimated costs of providing the services required hereunder, including salaries and benefits of employees and subcontractors of Consultant. Consequently, the parties further agree that compensation hereunder is intended to include the costs of contributions to any pensions and/or annuities to which Consultant and its employees, agents, and subcontractors may be eligible. City therefore has no responsibility for such contributions beyond compensation required under this Agreement.
ATTACHMENT C
06/09 2
2.1 Invoices. Consultant shall submit invoices, not more often than once a month during the term of this Agreement, based on the cost for services performed and reimbursable costs incurred prior to the invoice date. Invoices shall contain the following information:
▪ Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.;
▪ The beginning and ending dates of the billing period; ▪ A Task Summary containing the original contract amount, the amount of prior billings, the total due this period, the balance available under the Agreement, and the percentage of completion;
▪ At City’ option, for each work item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person doing the work, the hours spent by each person, a brief description of the work, and each reimbursable expense;
▪ The total number of hours of work performed under the Agreement by Consultant and each employee, agent, and subcontractor of Consultant performing services hereunder, as well as a separate notice when the total number of hours of work by Consultant and any individual employee, agent, or subcontractor of Consultant reaches or exceeds 900 hours, which shall include an estimate of the time necessary to complete the work described in Exhibit A;
▪ The Consultant’s signature.
2.2 Payment Schedule.
2.2.1 City shall make incremental payments, based on invoices received for services satisfactorily performed, and for authorized reimbursable costs incurred. City shall have 30 days from the receipt of an invoice that complies with all of the requirements of Section 2.1 to pay Consultant.
2.2.2 City shall pay the last 10% of the total sum due pursuant to this Agreement within sixty (60) days after completion of the services and submittal to City of a final invoice, if all services required have been satisfactorily performed.
2.3 Total Payment. City shall pay for the services to be rendered by Consultant pursuant to this Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred by Consultant in rendering services pursuant to this Agreement.
In no event shall Consultant submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entire Agreement, unless the Agreement is modified prior to the submission of such an invoice by a properly executed change order or amendment.
2.4 Hourly Fees. Fees for work performed by Consultant on an hourly basis shall not exceed:
$55
ATTACHMENT C
06/09 3
2.5 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any similar federal or state taxes.
2.6 Authorization to Perform Services. The Consultant is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator.
Section 3. FACILITIES AND EQUIPMENT. Except as set forth herein, Consultant shall, at its sole cost and expense, provide all facilities and equipment that may be necessary to perform the services required by this Agreement. City shall make available to Consultant only the facilities and equipment listed in this section, and only under the terms and conditions set forth herein.
City shall furnish physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Consultant’s use while consulting with City employees and reviewing records and the information in possession of the City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be obligated to furnish any facility that may involve incurring any direct expense, including but not limited to computer, long-distance telephone or other communication charges, vehicles, and reproduction facilities.
Section 4. INSURANCE REQUIREMENTS. Before beginning any work under this Agreement, Consultant shall provide proof satisfactory to City of such insurance that meets the requirements of this section and under forms of insurance satisfactory in all respects to the City. Consultant shall maintain the insurance policies required by this section throughout the term of this Agreement. The cost of such insurance shall be included in the Consultant's proposal. Consultant shall not allow any subcontractor to commence work on any subcontract until Consultant has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City. Verification of the required insurance shall be submitted and made part of this Agreement prior to execution.
4.1 Workers’ Compensation. Consultant shall, at its sole cost and expense, maintain Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance for any and all persons employed directly or indirectly by Consultant. The Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance shall be provided with limits of not less than ONE MILLION DOLLARS ($1,000,000.00) per accident. In the alternative, Consultant may rely on a self -insurance program to meet those requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the Labor Code shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or the Consultant, if a program of self -insurance is provided, shall waive all rights of subrogation against the City and their officers, officials, employees, and volunteers for loss arising from work performed under this Agreement.
An endorsement or certificate of insurance as requested by the City, shall state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City.
ATTACHMENT C
06/09
4 4.2 Automobile Liability Insurance.
4.2.1 General requirements. Consultant, at its own cost and expense, shall maintain Automobile Liability in an amount not less than required by the State of California.
Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Agreement, including the use of owned and non-owned automobiles.
4.2.2 Additional requirements. Each of the following shall be included in the insurance coverage or added as an endorsement to the policy:
a. City and their officers, employees, agents, and volunteers shall be covered as insureds with respect to each of the following: liability arising out of activities performed by or on behalf of Consultant, including the insured’s general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied, or used by Consultant; and automobiles owned, leased, or used by the Consultant.
The coverage shall contain no special limitations on the scope of protection afforded to City or their officers, employees, agents, or volunteers.
4.4 All Policies Requirements.
4.4.1 Acceptability of insurers. All insurance required by this section is to be placed with insurers acceptable to the City .
4.4.2 Verification of coverage. Prior to beginning any work under this Agreement, Consultant shall furnish City with certificates of insurance and with original endorsements effecting coverage. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.
4.5 Remedies. In addition to any other remedies City may have if Consultant fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Consultant’s breach:
▪ Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under the Agreement;
▪ Order Consultant to stop work under this Agreement or withhold any payment that becomes due to Consultant hereunder, or both stop work and withhold any payment, until Consultant demonstrates compliance with the requirements hereof; and/or
ATTACHMENT C
06/09
5 ▪ Terminate this Agreement.
Section 5. INDEMNIFICATION AND CONSULTANT’S RESPONSIBILITIES
5.1. CONSULTANT shall, to the fullest extent permitted by law, indemnify, defend (with counsel acceptable to the CITY) and hold harmless CITY, and its employees, officials , volunteers and agents ("Indemnified Parties") from and against any and all losses, claims, damages, costs and liability arising out of any personal injury, loss of life, damage to property, or any violation of any federal, state, or municipal law or ordinance, arising out of or resulting from the performance of this Agreement by CONSULTANT, i ts officers, employees, agents, volunteers, subcontractors or sub-consultants, excepting only liability arising from the sole negligence, active negligence or intentional misconduct of CITY.
5.2. In the event that Consultant or any employee, agent, sub -consultant or subcontractor of Consultant providing services under this Agreement is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of City, Consultant shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Consultant or its employees, agents, sub-consultants or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.
5.3. Acceptance by City of insurance certificates and endorsements required under this Agreement does not relieve Consultant from liability under this indemnification and hold harmless clause. This indemnification and hold harmless clause shall apply to any damages or claims for damages whether or not such insurance policies shall have been determined to apply.
5.4. By execution of this Agreement, Consultant acknowledges and agrees to the provisions of this Section and that it is a material element of consideration, and that these provisions survive the termination of this Agreement.
Section 6. STATUS OF CONSULTANT.
6.1 Independent Contractor. At all times during the term of this Agreement, Consultant shall be an independent contractor and shall not be an employee of City. City shall have the right to control Consultant only insofar as the results of Consultant's services rendered pursuant to this Agreement and assignment of personnel pursuant to Subparagraph 1.3; however, otherwise City shall not have the right to control the means by which Consultant accomplishes services rendered pursuant to this Agreement. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any and all claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (PERS) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits.
ATTACHMENT C
06/09
6 6.2 Consultant No Agent. Except as City may specify in writing, Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Consultant shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever.
Section 7. LEGAL REQUIREMENTS.
7.1 Governing Law. The laws of the State of California shall govern this Agreement.
7.2 Compliance with Applicable Laws. Consultant and any subcontractors shall comply with all laws applicable to the performance of the work hereunder.
7.3 Other Governmental Regulations. To the extent that this Agreement may be funded by fiscal assistance from another governmental entity, Consultant and any subcontractors shall comply with all applicable rules and regulations to which City is bound by the terms of such fiscal assistance program.
7.4 Licenses and Permits. Consultant represents and warrants to City that Consultant and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions. Consultant represents and warrants to City that Consultant and its employees, agents, any subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Consultant and any subcontractors shall obtain and maintain during the term of this Agreement valid Business Licenses from City.
7.5 Nondiscrimination and Equal Opportunity. Consultant shall not discriminate, on the basis of a person’s race, religion, color, national origin, age, physical or mental handicap or disability, medical condition, marital status, sex, or sexual orientation, against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Consultant under this Agreement. Consultant shall comply with all applicable federal, state, and local laws, policies, rules, and requirements related to equal opportunity and nondiscrimination in employment, contracting, and the provision of any services that are the subject of this Agreement, including but not limited to the satisfaction of any positive obligations required of Consultant thereby.
Consultant shall include the provisions of this Subsection in any subcontract approved by the Contract Administrator or this Agreement.
Section 8. TERMINATION AND MODIFICATION.
8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Consultant.
ATTACHMENT C
06/09
7 Consultant may cancel this Agreement upon 30 days’ written notice to City and shall include in such notice the reasons for cancellation.
In the event of termination, Consultant shall be entitled to compensation for services performed to the effective date of termination; City, however, may condition payment of such compensation upon Consultant delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Consultant or prepared by or for Consultant or the City in connection with this Agreement.
8.2 Extension. City may, in their sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. Any such extension shall require a written amendment to this Agreement, as provided for herein. Consultant understands and agrees that, if City grants such an extension, City shall have no obligation to provide Consultant with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Consultant for any otherwise reimbursable expenses incurred during the extension period.
8.3 Amendments. The parties may amend this Agreement only by a writing signed by all the parties.
8.4 Assignment and Subcontracting. City and Consultant recognize and agree that this Agreement contemplates personal performance by Consultant and is based upon a determination of Consultant’s unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Consultant.
Consultant may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the proposal, without prior written approval of the Contract Administrator.
8.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the termination of this Agreement.
8.6 Options upon Breach by Consultant. If Consultant materially breaches any of the terms of this Agreement, City’ remedies shall include, but not be limited to, the following:
8.6.1 Immediately terminate the Agreement;
8.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant pursuant to this Agreement; and/or
8.6.3 Retain a different consultant to complete the work described in Exhibit A not finished by Consultant in which case the City may charge Consultant the difference between the cost to complete the work described in Exhibit A that is
ATTACHMENT C
06/09
8 unfinished at the time of breach and the amount that City would have paid Consultant pursuant to Section 2 if Consultant had completed the work.
Section 9. KEEPING AND STATUS OF RECORDS.
9.1 Records Created as Part of Consultant’s Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Consultant prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of the City. Consultant hereby agrees to deliver those documents to the City upon termination of the Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for the City and are not necessarily suitable for any future or other use. City and Consultant agree that, until final approval by City, all data, plans, specifications, reports and other documents are confidential and will not be released to third parties without prior written consent of both parties.
9.2 Consultant’s Books and Records. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to the Consultant to this Agreement.
9.3 Inspection and Audit of Records. Any records or documents that Section 9.2 of this Agreement requires Consultant to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of the City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), the Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under the Agreement.
Section 10 MISCELLANEOUS PROVISIONS.
10.1 Venue. In the event that either party brings any action against the other under this Agreement, the parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of Contra Costa or in the United States District Court for the Northern District of California.
10.2 Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement.
ATTACHMENT C
06/09
9 10.3 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement.
10.4 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the parties.
10.5 Use of Recycled Products. Consultant shall prepare and submit all reports, written studies and other printed material on recycled paper to the extent it is available at equal or less cost than virgin paper.
10.6 Conflict of Interest. Consultant may serve other clients, but none whose activities within the corporate limits of City or whose business, regardless of location, would place Consultant in a “conflict of interest,” as that term is defined in the Political Reform Act, codified at California Government Code Section 81000 et seq.
Consultant shall not employ any official of City in the work performed pursuant to this Agreement. No officer or employee of City shall have any financial interest in this Agreement that would violate California Government Code Sections 1090 et seq.
Consultant hereby warrants that it is not now, nor has it been in the previous twelve (12) months, an employee, agent, appointee, or official of the City. If Consultant was an employee, agent, appointee, or official of City in the previous twelve months, Consultant warrants that it did not participate in any manner in the forming of this Agreement.
Consultant understands that, if this Agreement is made in violation of Government Code §1090 et.seq., the entire Agreement is void and Consultant will not be entitled to any compensation for services performed pursuant to this Agreement, including reimbursement of expenses, and Consultant will be required to reimburse the City for any sums paid to the Consultant. Consultant understands that, in addition to the foregoing, it may be subject to criminal prosecution for a violation of Government Code § 1090 and, if applicable, will be disqualified from holding public office in the State of California.
10.7 Inconsistent Terms. If the terms or provisions of this Agreement conflict with or are inconsistent with any term or provision of any attachment or Exhibit attached hereto, then the terms and provisions of this Agreement shall prevail.
10.8 Solicitation. Consultant agrees not to solicit business at any meeting, focus group, or interview related to this Agreement, either orally or through any written materials.
10.9 Contract Administration. This Agreement shall be administered by Tina Wehrmeister, Director of Community Development ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his or her designee.
ATTACHMENT C
06/09 10
10.10 Notices. Any written notice to Consultant shall be sent to:
Teri House
312 Skyline Place
Pittsburg, CA 94565
Any written notice to City shall be sent to:
City of Antioch
P. O. Box 5007
Antioch, CA 94531-5007
10.11 Integration. This Agreement, including the scope of work attached hereto and incorporated herein as Exhibit A, and all other attachments, represents the entire and integrated agreement between City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral.
CITY: CONSULTANT:
CITY OF ANTIOCH Teri House
____________________________ ______________________________ Jim Jakel, City Manager Teri House
Attest:
____________________________
L. Jolene Martin, City Clerk
Approved as to Form:
____________________________
Lynn Tracy Nerland, City Attorney
ATTACHMENT C
1-8-12
STAFF REPORT TO THE CITY COUNCIL
FOR CONSIDERATION AT THE MEETING OF JANUARY 8, 2013
Prepared by: Tina Wehrmeister, Community Development Director Date: January 3, 2013
Subject: Authorization to Extend Contract for CDBG Program Services
RECOMMENDATION
It is recommended that the City Council authorize the City Manager to extend the contract with Teri House for Community Development Block Grant (CDBG) program management services.
DISCUSSION
The CDBG program is federally funded and provides communities with resources to address a wide range of community development needs. Antioch is an “Entitlement Community” which means that the City is able to develop its own programs and funding priorities under certain parameters. The City Council revisits these programs and priorities semi -annually after receiving recommendations from the Council sub - committee (Wilson, Tiscareno).
CDBG program requirements are complex and require a specialized knowledge base to run the program effectively. As such, Teri House began consulting with the City in October 2010 under the sole source provisions in the purchasing policy and has done an excellent job.
FISCAL IMPACT
No direct fiscal impact to the City. The CDBG program funding covers administrative costs. The hourly rate under this contract is $65.
OPTIONS
Do not authorize the City Manager to extend the contract and direct staff to seek an alternative consultant to provide CDBG services.
ATTACHMENT D
ATTACHMENT E
ATTACHMENT E
ATTACHMENT E
Ieri House
ATTACHMENT F
July 2022 - NAME
ATTACHMENT F
reports reconciliation
CDBG-Telephone
presentation
Jeri'Horse Tare
Supervisor Signature
4/19/23
Date
ATTACHMENT F
4.5 research
4 4-CDB elephone & email; issues with CDBG reconcile with correct
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ATTACHMENT F
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ATTACHMENT F
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6.5-CDBG - Telephone & write all public
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1.5-HS-emails, write up on renter info Councilmember
ATTACHMENT F
5 2
18 .5-HS-mail
DeriHouse
Employee Signature
meeting
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Supervisor Signature
4/19/23
Date
ATTACHMENT F
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ATTACHMENT F
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ATTACHMENT F
NOVEMBER
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ATTACHMENT F
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ATTACHMENT F
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details
ATTACHMENT F
JANUARY NAME
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ATTACHMENT F
TTL HrsA
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ATTACHMENT F
7 FEBRUARY 2023 - NAME
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4.5 correspondence w/BAAНА;
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record
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ATTACHMENT F
TTL HrsA
dates;
maps
4.5 take
8.5 (2)
HU
telephone;
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4-
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from
and
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Employee Signature
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Supervisor Signature Date
ATTACHMENT F
Imin Hou.
CDBG
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MARCH NAME
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8-
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CDBG
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Successor
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CivicSpark app description support:
4-CDBG-Telephone & email; work to complete monitoring
4 to finalize
2 16
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@ unhappy
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reports
to DM. HS report.
ATTACHMENT F
1 Murry Spark
2 2
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Substantial
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Plan with final write draft Plan &
4.5 3
review,
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141.5
about various issues: correspondence re CS Fellow
TeritHouse 4/19/23DateEmployee Siqnature Supervisor Siqnature
ATTACHMENT F
APRIL 2023-NAME
Imin Hours
City panel Housing
steps
2 4 pick
2 6
+
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Way
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5-
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timeliness.
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2.5-
6-- Email; physically
3 meeting
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Oversight meetings
monitoring,
next
ATTACHMENT F
3-CDBG-Telephone & email; press on finance to process invoices & make draws; work on AP in IDIS; work in CDS on straggling reports
1-HS-Prepare for AHOP community meeting:
2 5
4-CDBG- Telephone & email; meeting w/TJ; work on Staff reportand AP:
6-HS-email;go through files and purge old boxes; prepare for and participate in AHOP launch community meetina in evenina
4-CDBG-Telephone & email; attend CDBG Consortium meeting; work on AP in IDIS
3.5-HS-Attend CoH Funding Committee meeting in person in Concord:
3.5-CDBG-Telephone & email; work on AP in IDIS, CDS on last reports for Q3;
3.5-HS-email: work on housing programs w/Andrea, training.
Deri'House
Employee Signature Supervisor Signature
4/19/23
Date
ATTACHMENT F
properties
CDS
steps Housing
documents
ng Rig Responsibi
ultifamily Housing
income category chart Contra Costa. Continued editing other sections of brochure ot Jesn Horse 4/19/23Digi
ATTACHMENT F
deposit
housing types, steps housing. powerpoint
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ATTACHMENT F
Teri House
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Finance
sections.
4.5 8
City prepare copies,
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City presentation Plan, prep
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CDBG-Telephone email; complete input of AP into IDIS, complete Public Comment attachment,
fix. Download draft and format for final version.
2 4
4-
4- - Prepare and attend meeting Martinez
Martinez;
ATTACHMENT F
6.5 housing,
2.5 agencies
meeting
7 discussion
project summary
w/H3;
6 CAPER
and
3.5 meeting
housing
Development application; meeting HomeKey application;
r
8/2/23
Employee Signature Supervisor Signature
ATTACHMENT F
5 Imin Hours
applicant
2 4
emails
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3 emails
5 agencies;
my
contract
to
3 contract
w/planning info;
planning potential site. developer.
vacation
Jeu'House
Employee Sig
meetings
81/23Supervisor Signature Date
ATTACHMENT F
MARCH 2023 - ANDREA
AHOP and similar prrograms
through
received approval for upcoming budget.
Fixed
funding agency.
Created invoices
Housing Development Program.
JUNE 2023 ANDREA
Sent
ESG funds. Assisted agencies
Auhe
ity.
Solution. Worked UCLA Affordable
.Followed regarding
Supervisor Signature
City Data Services.
8/3/23
Date
ATTACHMENT F
For City Purposes Only
Vendor ID: V06174 Date: 7/29/2025
Invoice# Q1 FY24-25-TH
Fund Source Account# Amount
CDBG 2125210 63010 $39,175.00
Hsg Successor 2275300 63010 $7,965.00
CDBG-CV 2125214 63010 $3,122.50
PLHA 2084710 63010 $6,440.00
�JI�
$56,662.50
Signature:
Q1 July-September - FY 2024-25
Teri House Billing Summary for FY 2024-25 I
Total Billing for Each Account Code:
Month CDBG HS CDBG-CV PLHA
212 5210 227 5300 212 5214 208 4710 Total
July -TH 13,727.50 4,462.50 1,530.00 1,445.00 21,165.00 August-TH 15,215.00 2,167.50 1,190.00 2,592.50 21,165.00 September - TH 7,692.50 1,275.00 382.50 2,082.50 11,432.50 Contractor - OT 2,540.00 60.00 20.00 280.00 2,900.00
Q1 total 39,175.00 7,965.00 3,122.50 6,400.00 56,662.50
ATTACHMENT G
ATTACHMENT G
6.5 - budget 23-24
4.5-CDBG - Telephone & ail; attend staff meeting; rk w/Springboard interns 2-HS- review Q4 reports and process invoices to get ready for pavment
ATTACHMENT G
4 putting
Ha Aw
Supervisor Signature
7/20/25
249hsx$85/1r
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ATTACHMENT G
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enter
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Jeri Hause
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ATTACHMENT G
ATTACHMENT G
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ATTACHMENT G
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notice of ng expend billing:
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ATTACHMENT G
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ATTACHMENT G
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Jeri House
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Teri House Billing Summary for FY 2024-25
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ATTACHMENT G
10-CDBG email w/CDBG
rogram, planning for transition, training;
instructions w/Finance, payoff request for a housing rehab loan TeritHuse 7/28/25
Employee Signature Supervisor Signature Date
ATTACHMENT G
W oks-
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Teri House Billing Summary for FY 2024-25
300
ATTACHMENT G
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Weekend
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ATTACHMENT G
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ATTACHMENT G
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SesiHouse
Employee Signature Superviso Signature
7/28/35
Date
ATTACHMENT G
Ο
wrap
WELLNESS RECOVERY ACTION PLAN
Your Welineas Your Way
Checkout
Thank you. Your order has been received.
What Is WRAP? WRAP Can Help WRAP in Action Semi
ORDER NUMER
47311
DATE EVAIL
April 8, 2024 [email protected]
TOTAL
$106.45
PAYMENT METHOD:
Credit card
Order details
Product Total
WRAP Essentials Bundlex2 $79.90
Subtotal: $79.90
Shipping:
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Billing address
Teresa House Hedani
4312 SKYLINE PL
PITTSBURG, CA 94565
9252556358
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Shipping address
Teresa House Hedani
4312 SKYLINE PL
PITTSBURG, CA 94565
ATTACHMENT G
6 Agenda Item #
STAFF RE
PORT TO THE CITY COUNCIL
DATE: Regul
ar Meeting of October 14, 2025
TO: Honorable M
ayor and Members of the City Council
SUBMITT
ED BY: Nathan Tinclair, Associate Planner
APPROVED B
Y: Zach Seal, Community and Economic Development Director SUBJECT:
Vineyard Crossing Project (PD2024-0002)
RECOMME
NDED ACTION
It is recommended that the City Council adopt the resolution approving a Vesting Tentative Map for condominium purposes, Design Review and Density Bonus application.
FISCAL I
MPACT
The proposed project would be fully funded by the project applicant. In addition, the project applicant is required to participate in a Community Facilities District (CFD) for fire, police and public services.
DISCUSSI
ON
The project applicant, BrightSky Residential, is seeking approval of a Vesting Tentative Map, Design Review and Density Bonus application for the Vineyard Crossing project.
Necessary entitlements from the City of Antioch include the following:
1. Vesti
ng Tentative Map . The proposed project requires approval of a Vesting Tentative Subdivision Map that would subdivide the project site into 71 individual lots containing 137 residential units total. A condominium map could be recorded for the duplex lots 46-71 on the eastern parcel, creating 52 condominium lots.
2. Design Rev
iew. The proposed project requires Design Review approval of the project’s architecture, design, and landscaping
3. Density
Bonus. The proposed project designates 10% of base units (13 units total) as affordable to low-income households to obtain a density bonus of 16 additional units as well as waivers from certain development standards, in accordance with state density bonus law.
Location
The project site consists of two parcels totaling approximately 14.6 acres, identified by
Antioch City Council Report
October 14, 2025 Agenda Item # 6 2
APNs 051-190-028 and -034, located northwest of the intersection of Phillips Lane and Oakley Road. The project site consists of a 10.3-acre western parcel (APN 051-190-028) and a 4.3- acre eastern parcel (APN 051- 190-034), which are separated by an approximately four -acre existing Pacific Gas and Electric (PG&E) -owned parcel. The northern 80 feet of both parcels contain a PG&E easement. The project site is currently developed with an existing vineyard, electrical transmission towers within the PG&E - owned parcel and easement, and a paved walking trail. In addition, an off-site residence located on the Oakley Road frontage would be surrounded by the proposed project to the west, north, and east. Surrounding existing land uses include single- family residences and Almondridge Park to the north; single- family residences to the east across Phillips Lane; the aforementioned single-family residence which would be surrounded to the west, north, and east by the proposed project on the Oakley Road frontage; undeveloped land within the Hillcrest Station Area Specific Plan focus area to the south; and single- family residences to the west. The City of Antioch General Plan designates the western project parcel as Medium Low Density Residential (MLDR) and the eastern parcel as Medium Density Residential (MDR). Both parcels are zoned Planned Development District (P-D).
Loca
tion Map
Project Location
Antioch City Council Report
October 14, 2025 Agenda Item # 6 3
Pr
oject Site
Bac
kground
The project site is part of the Almondridge South Planned Development District that was entitled in 1991 but only partially developed since that time. Single-family residences were developed to the west of the project site, but both of the project parcels have remained undeveloped.
As
part of the City’s 2003 General Plan, the western project parcel was designated Medium Low Density Residential with a density of up to 6 dwelling units/acre permitted and the eastern project parcel was designated Medium Density Residential with a density of up to 10 dwelling units/acre permitted.
The
project applicant submitted a preliminary development plan and received feedback from the Antioch Planning Commission and City Council in December 2023 and January 2024 respectively.
The ap
plicant submitted a Preliminary Application under SB 330 (The Housing Crisis Act of 2019). Through the Preliminary Application process put in place under SB 330, housing developments may only be subject to the ordinances and objective standards in effect at the time when a completed Preliminary Application is submitted. The Preliminary Application requires information regarding site characteristics, planned project details, certain environmental concerns, the locations of recorded public easements, facts related to any potential density bonuses, certain coastal zone concerns, and the number of units to be demolished. The developer has 180 days from the submittal of the preliminary
Antioch City Council Report
October 14, 2025 Agenda Item # 6 4
application to submit the full development application. The applicant submitted a complete Preliminary Application on December 6, 2024. The applicant initially submitted an entitlement application on May 1, 2024, which was deemed complete on March 28, 2025.
Plans were routed to outside agencies for review and comment letters received are attached as Attachment E.
Sc
ope
The proposed project would include the removal of the existing vineyards and on- site trees from the project site, and subdivision of the site into 71 residential lots, with 45 single-family residential lots on the western parcel and 26 duplex building lots on the eastern parcel. The project’s Vesting Tentative Map is prepared for future condominium purposes for the duplex units, creating 52 condominium lots on the east parcel.
The 10.3-acre western parcel would be developed with 45 single- family residences and 40 accessory dwelling units (ADUs). Thirteen of the ADUs would be deed- restricted and affordable to low -income households earning 60 percent of the Area Median Income (AMI). Amenities located on the western parcel of the site would include a recreation center with an outdoor pool area as well as a children’s play area. The 4.3- acre eastern parcel would be developed with 26 duplex buildings, consisting of 52 units total. Amenities located on the eastern parcel would include an activity lawn area with park benches in the northern portion of the parcel.
The applicant has indicated that they intend to own and operate the entire project after construction as a rental housing community.
Consistency with the General Plan and Zoning
As described above, as part of the City’s General Plan, the western project parcel was designated MLDR with density of up to 6 dwelling units per acre, and the eastern project parcel was designated MDR with density of up to 10 dwelling units per acre. Both parcels are zoned P-D with the original 1991 final development plan envisioning a single- family development.
St
ate of California housing law (Government Code section 65589.5(j)(4)) provides that a proposed housing project is not inconsistent with applicable zoning standards and criteria, and does not require a rezoning, if the proposed housing project is consistent with the objective general plan standards and criteria. The standards and criteria must be applied to facilitate development at the density allowed on the site by the general plan and proposed by the housing development project.
Ther
efore, while the project does not conform to the adopted Planned Development zoning standards for the site such as lot size and setbacks, it is consistent with the density established in the General Plan, and therefore per state law, a rezoning is not required to develop the project.
Addi
tionally, per state law, accessory dwelling units are not counted as units for the purposes of determining the proposed density of a project.
Antioch City Council Report
October 14, 2025 Agenda Item # 6 5
Dens
ity Bonus Application
As allowed under State Density Bonus Law (Government Code Sections 65915 through 65918), the project applicant is requesting a density bonus for the project site. State Density Bonus Law states that a City shall grant one density bonus to any applicant for a housing development who agrees to construct a housing development that will contain at least 10 percent of the total units for rental or sale to lower income households. The developer is proposing 121 base units as part of the project (not including 16 duplex units which are granted through the density bonus). Of the proposed 121 base residential units, 13 of the proposed 40 ADUs, or approximately 10.7 percent of the total proposed units, would be deed-restricted and available to low-income households earning 60 percent of the area median income (AMI). Therefore, the proposed project would be eligible for a density bonus under the State Density Bonus Law of up to 20% additional units. The applicant is utilizing the bonus units on the east parcel to bring the project within the 10 dwelling units per acre allowed under the General Plan designation.
Wi
th the approval of the density bonus, the proposed project would be consistent with the site’s MLDR and MDR land use designations.
In
accordance with state density bonus law, the applicant is requesting eight waivers from objective development standards in order to develop the project at the density proposed and permitted. This includes an alternative street width, smaller lot sizes and setbacks than required per the P-D zoning, and relief from certain Single Family and Missing Middle objective design standards like garage width and building entryway design and orientation. The applicant is also entitled to one concession, which they have not utilized as of the date of hearings. If the applicant selects a concession after entitlements are approved, it will require additional public hearings to amend the entitlements and approve the requested concession.
Ves
ting Tentative Subdivision Map, Site Layout, Utilities and Access The proposed Vesting Tentative Map would subdivide the project site into 71 individual lots along with common parcels such as roadways, landscaping, stormwater control, and amenities. The proposed Vesting Tentative Map is for condominium purposes for the duplex lots on the eastern parcel (lots 46-71) and would allow for the possible future sale of each residential duplex unit. Additionally, 22 separate parcels are proposed for the internal roadway network and private drive aisles, open space/landscaping and amenities.
Ther
e is an existing PG&E -owned parcel (APN: 051- 190-021) that separates the two project parcels and contains high voltage power lines. This parcel will remain undeveloped except that the proposed private street Bright Oak Lane will pass through the parcel to connect the project site. The applicant is coordinating directly with PG&E to obtain all required approvals.
Ac
cess to the project site would be provided by two connections between the proposed internal private street network and public streets. Bright Oak Lane will connect to Oakley Antioch City Council Report
October 14, 2025 Agenda Item # 6 6
Road on the southern end of the west parcel, as well as connect to Phillips Lane near the northeast corner of the eastern parcel. The project will also improve Oakley Road along the subdivision frontage including undergrounding of existing utilities and construction of sidewalks and landscaping.
The pr
oposed street names have been reviewed by Engineering staff and the Antioch Police Department. The proposed street names are included as condition of approval #75 in Attachment A Exhibit B. The project circulation has been reviewed by the City’s Engineering Division as well as the Contra Costa County Fire Protection District.
The pr
oject provides a total of 408 parking spots. This includes 194 spots within 2- car garages for each single- family home and duplex unit, 130 spots within the single family home and ADU driveways, and 84 spots on streets. Projects receiving a density bonus are entitled to reduced parking standards, with a maximum parking requirement of 1.5 parking spaces for a 3- bedroom unit (all units proposed for the development, with the exception of the ADU’s are 3-bedroom). The 45 single family homes and 52 duplex units would therefore require 146 parking spots. Per Antioch Municipal Code section 9-5.3805 and State ADU law, ADUs under 800 square feet in size do not require dedicated parking.
The
project parking therefore exceeds what is required for a density bonus project, and in fact also exceeds standard municipal code requirements for parking (single family detached – 2 spots per unit in a garage plus 1 guest spot – 135 total – single family attached – 2 spots per unit plus 1 per 5 units for guest parking – 114 spots total).
The pr
oject includes new water, sewer, and stormwater infrastructure, which will connect to existing utilities in Phillips Lane, Oakley Road, and Honeynut Street.
Antioch City Council Report
October 14, 2025 Agenda Item # 6 7
Vesting Tentative Map
Ar
chitecture
Pursuant to the Antioch Municipal Code Section 9- 5.2607(A)(1), proposed development of any new building or construction, with the exception of a single-family home, is subject to Design Review. The City of Antioch adopted citywide Single Family and Missing Middle Residential Objective Design Standards of which the project was evaluated against.
Accessory dwelling units are exempt from these standards if they meet state-established requirements.
To pr
ovide variation, the project offers three different single family floor plans and three different architectural styles – “traditional”, “farmhouse” and “craftsman” – as well as three different duplex floor plans with two architectural styles – “contemporary ranch” and “farmhouse.”
The ar
chitectural designs feature roof and façade variations and projections, recessed entryways, gables, shutters, windowsills, trim and other features in accordance with the Single Family and Missing Middle Residential Objective Design Standards. Corner units feature enhancements on street -facing facades such as additional shutters and potted plant ledges. The project design complies with Single Family and Missing Middle Objective Design Standards.
Antioch City Council Report
October 14, 2025 Agenda Item # 6 8
Single Family Architecture
Dupl
ex Architecture
Antioch City Council Report
October 14, 2025 Agenda Item # 6 9
Landscaping and Amenities
Landscaping, including trees and shrubs, would be provided throughout the project site, surrounding the proposed buildings and residences. Tree species include prospector elm trees, island oak trees, coast live oak trees and and natchez crepe myrtle trees. Shrub species include California aloe, blue grama grass, California fuschia, Mexican bush sage, and hummingbird sage, among others. Front yards include a variety of shrub and tree species to beautify each residence and include at least 75% organic plant material, per design standards. Rear yards include concrete patios and synthetic turf law ns to maximize usability.
Ther
e are currently eight trees on or adjacent to the project site. The developer will be removing six trees that meet the standard for an established tree or mature tree in the AMC, requiring replacement. All six trees to be removed are an indigenous species, coast live oak, and therefore may be considered protected. The applicant is requesting approval to remove and replace these trees as part of their development application. The project is being conditioned to require replacement of trees as described in the Antioch municipal code: two 24-inch box trees for removal of an established tree, and two 48-inch box trees for removal of a mature tree. The project will plant approximately 300 trees far surpassing the 12 that would be required as replacements for the protected trees to be removed. This includes California native species such as coast live oak and island oak.
The
total landscape area in the project site is 3.6 acres, or 25 percent of the total project site area, with 3.5 acres of the landscaped area consisting of shrubs and 0.11- acres consisting of turf.
The
project features a central amenity parcel with a recreation center and leasing office, pool, and children’s play area with two different pieces of equipment to provide a diversity of play opportunities. There is a second amenity area in the northern area of the east parcel – which includes an activity lawn for active and passive recreation, as well as benches and a pet waste station. Bike parking is included in both locations. There is an existing asphalt pathway which runs along the northern portion of the project site in the PG&E easement, which will remain with development of the project. The existing vineyards within the PG&E -owned central parcel and easement on the north of the site are intended to remain with development of the project.
On M
ay 15, 2025 the Parks and Recreation Commission reviewed the park in- lieu fee payment as required by Antioch Municipal Code Section Title 9, Chapter 4, Article 10:
Regulations for the Dedication of Land, the Payment of Fees, or Both, for Park and Recreation Lands, which requires either a dedication of land or payment of an in lieu fee for park and recreation lands. The ordinance requires the payment of in lieu fees based on the type and number of housing units in a project. The Parks and Recreation Commission recommended a payment of $116,900, consistent with the ordinance. This fee has been added as a recommended condition of approval. The meeting minutes are included as Attachment D.
Antioch City Council Report
October 14, 2025 Agenda Item # 6 10
Transportation Analysis
A transportation analysis was conducted for the project (included as Appendix G of Attachment A Exhibit A, and available to view online here: Appendix -G_Transportation- Analysis). The purpose of the transportation analysis is to estimate the effects of the project on key intersections in the immediate vicinity of the site and evaluate the proposed site circulation and access. Impacts were measured using the City of Antioch and East County Action Plan (ECAP) level of service standards. Level of service is a qualitative description of roadway operating conditions ranging from LOS A, or free- flow conditions with little or no delay, to LOS F, or jammed conditions with excessive delays.
Bas
ed on ITE trip generation rates, it is estimated that the proposed project would generate 1,068 daily trips, with 73 trips (20 inbound and 53 outbound) occurring during the AM peak hour and 92 trips (56 inbound 36 outbound) occurring during the PM hour.
The analysis determined that under existing and background conditions, with and without the project, all of the study intersections are expected to operate at acceptable levels (high-level LOS D or better for signalized intersections and a delay of less than 35 seconds for unsignalized intersections).
Under
cumulative conditions (which considers Contra Costa County Transportation Authority traffic growth forecasts through 2040), the results of the level of service analysis show that the signalized intersections of EB SR 4 Off Ramp/Hillcrest Avenue and Hillcrest Avenue/Slatten Ranch Road/Sunset Drive would operate at unacceptable levels of service during the PM peak hour. The EB SR 4 Off Ramp/Hillcrest Avenue intersection would operate at unacceptable LOS F and Hillcrest Avenue/Slatten Ranch Road/Sunset Drive would operate at unacceptable LOS E, with and without the project. However, as the project would add less than 3 seconds of delay, no intersection improvements are recommended. The stop- controlled intersections, including the project driveway intersections on Phillips Lane and Oakley Road, would continue to operate with an average or worst approach delay less than 35 seconds.
The
analysis also recommended that the project comply with City of Antioch regulations for clear vision zones and provide at least one ADA street parking space on the east parcel. The project will comply with all clear vision zone and ADA requirements.
The an
alysis concluded that the site plan shows adequate site access and on- site circulation, and no adverse traffic operational issues are expected to occur at the project driveways. The project would not have an adverse effect on the existing transit, pedestrian, or bicycle facilities in the study area.
Pr
oposed Conditions of Approval
In addition to Antioch’s standard conditions of approval, several project -specific conditions are also proposed. As mentioned above, this includes requirements for payment of park in-lieu fees and tree replacement.
Whi
le the project applicant has stated that they intend to operate the development as a rental community, they are seeking approval of a tentative map for condominium Antioch City Council Report
October 14, 2025 Agenda Item # 6 11
purposes, which would allow each of the single- family lots and duplex units to be sold individually should the developer decide to do so in the future. For this reason, the project is conditioned that an HOA must be established to maintain the private streets, open space and amenity parcels, stormwater infrastructure and other utilities within the subdivision.
The pr
oject is conditioned to require that the applicant enter into a covenant with the City to ensure the continued affordability of all designated affordable units as part of the project’s density bonus application, pursuant to Antioch Municipal Code Section 9-5.3502 (F). This covenant will be reviewed and approved by the City Attorney and City Manager prior to building permit issuance. If any lots containing affordable ADUs are to be sold individually in the future, the applicant must deed restrict such lots to ensure that the ADUs remain affordable to low-income households for a 55-year term.
Pur
suant to the project’s Technological Biological Report (included as Appendix C of Attachment A Exhibit A), the applicant must implement all recommended measures to avoid impacts to the nesting migratory birds, Swainson’s hawks, western burrowing owls, California legless lizards and coast horned lizards, which have the potential to occur on site.
Env
ironmental Review
On November 24, 2003, the City of Antioch adopted the updated General Plan. The City of Antioch also certified a General Plan Environmental Impact Report (EIR) in July 2003.
The General Plan EIR was prepared pursuant to Section 15169 of the CEQA Guidelines (Title 14, California Code of Regulations [CCR], Sections 15000 et seq.). The General Plan EIR analyzed full implementation of the General Plan and identified measures to mitigate the significant adverse impacts associated with the General Plan to the maximum extent feasible.
The C
ity’s General Plan designates the western parcel of the project site as MLDR, and the eastern parcel of the project site as MDR. The proposed project would consist of a density of 4.95 du/ac in the western parcel and 12.09 du/ac in the eastern parcel, which exceeds the allowed density in the MDR designation in the eastern parcel. However, as allowed under State Density Bonus Law (Government Code Sections 65915 through 65918), the project applicant is requesting a density bonus for the project site. With the approval of the density bonus, the proposed project would be consistent with the site’s MLDR and MDR land use designations.
As
set forth by Section 15183 of the CEQA Guidelines, the City’s General Plan EIR serves as a basis for a Modified Initial Study to determine if project-specific impacts would occur that are not adequately covered in the previously certified EIR.
Thi
s Modified Initial Study / 15183 Consistency Memorandum can be viewed on the City’s website at: https://www.antiochca.gov/DocumentCenter/View/2478/Att -A-Ex-A-CEQA- 15183-Consistency-Memo. In order to evaluate the potential for project -specific impacts that were not adequately covered in the previously certified EIR, several technical Antioch City Council Report
October 14, 2025 Agenda Item # 6 12
analyses were prepared including a Transportation Impact Analysis, Technical Biological Report, Farmland Impact Assessment, Geotechnical Investigation and Phase I and Limited Phase II environmental site assessments.
The M
odified Initial Study concluded that all impacts associated with the proposed project were adequately addressed in the General Plan EIR, and the proposed project would not result in any peculiar effects that would require further CEQA review. The prop osed project would not: 1) degrade the quality of the environment; 2) substantially reduce or impact the habitat of fish or wildlife species; 3) cause fish or wildlife populations to drop below self -sustaining levels; 4) threaten to eliminate a plant or animal community; 5) reduce the number or restrict the range of a rare or endangered plant or animal; or 6) eliminate important examples of the major periods of California history or prehistory.
Impacts associated with such resources have been adequately addressed and would not change from what was identified in the General Plan EIR, and the criteria for requiring further CEQA review are not met. The proposed project would comply with all applicable General Plan policies, Municipal Code standards, and other applicable local, County and State regulations. In addition, the proposed project would not cause substantial adverse effects to human beings, including effects related to exposure to air pollutants, geologic hazards, hazardous materials, and excessive noise, beyond the effects previously analyzed as part of the General Plan EIR.
Planning Commission Action
On October 1, 2025, the Antioch Planning Commission held a public hearing regarding the proposed project. At the close of the meeting the Planning Commission voted 4-2 , with one Commissioner absent, to adopt a resolution recommending that the City Council approve the Vesting Tentative Map, Design Review and Density Bonus application.
Dur
ing the Planning Commission meeting, Commissioners asked City staff and the project applicant a range of questions, including topics such as the project’s traffic study, circulation and parking, details on the proposed Homeowners Association, and how the affordable units would be priced and monitored.
Ten le
tters/emails of public comment expressing opposition to the project were received prior to the Planning Commission hearing (Attachment F). One member of the public spoke in support of the project during the public hearing.
Antioch City Council Report
October 14, 2025 Agenda Item # 6 13
ATTACHMENTS
A. Resolution approving a Vesting Tentative Map, Design Review and Density Bonus application to allow for the development of the Vineyard Crossing Residential Project.
Exhibit A – CEQA Section 15183 Consistency Memo
Exhibit B – Conditions of Approval
B. Vesting Tentative Map and Project Plans
C. Density Bonus Waiver Request
D. Parks and Recreation Meeting Minutes from May 15, 2025 E. Agency Comments Received
F. Public Comments Received
ATTACHMENT “A”
RESOLUTION NO. 2025/**
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANTIOCH
APPROVING THE PROPOSED VESTING TENTATIVE MAP, D ESIGN REVIEW AND DENS
ITY BONUS FOR THE DEVELOPMENT OF THE VINEYARD CROSSING
RESIDENTIAL PROJECT (PD2024-0002)
WHEREAS, the City of Antioch (“City”) received an application from BrightSky Residential (“Applicant”) seeking City approval of a Vesting Tentative Map for Condominium Purposes, Design Review and Density Bonus for the deve lopment of the Vineyard Crossing Residential Project (“Project”); and
WHE
REAS, the Project site is in the north eastern section of the City of Antioch, along Oakley Road west of Phillips Lane and east of Hickorynut Street (APNs 051-190- 028 and 051-190-034); and
WHE
REAS, the Project consists of a new residential subdivision including 4 5 single family homes, 40 accessory dwelling units, and 52 duplex units along with a recreation center for residents and other infrastructure and amenities; and WHEREAS, in November 20 03, the City of Antioch adopted its General Plan , which designated the western parcel of the project site as Medium Low Density Residential and designated the eastern parcel of the project site as Medium Density Residential; and
WHEREAS, the City, as lead agency under the California Environmental Quality Act (“CEQA”), certified the Antioch General Plan Update Final Environmental Impact Report (SCH No. 2003072140); and
WHEREAS, the City, as lead agency pursuant to CEQA, has prepared a Section 15183 Consistency Memorandum (attached hereto as Exhibit A) to demonstrate that the proposed project has been adequately analyzed in the previous environmental review under CEQA and that further evaluation is not required; and WHEREAS, the proposed project requires approval of a Vesting Tentative Map for condominium purposes and would divide project into 71 residential lots with 52 condominium lots on the east parcel; and
WHEREAS, the proposed P roject requires Design Review approval, and was designed to satisfy all applicable Single Family and Missing Middle Objective Design Standards; and
WHEREAS, the proposed Project seeks to obtain a Density Bonus by designating 10% of base units (13 units) as affordable to low-income households in order to obtain a density bonus of 16 additional units, as well as waivers from certain development standards, in accordance with state law; and
A1
RESOLUTION NO. 2025/**
October 14, 2025
WHEREAS, on October 1 , 2025, the Antioch Planning Commission held a duly noticed public hearing on the matter, received presentation by City staff, and considered evidence, both oral and documentary, and all other pertinent documents regarding the proposed request, and adopted a resolution recommending that the City Council approve a Vesting Tentative Map for Condominium Purposes, Design Review and Density Bonus for the development of the Vineyard Crossing Residential Project; and W
HEREAS, the City Council duly gave notice of public hearing as required by law; and
W
HEREAS, on October 14, 2025, City Council held a duly noticed public hearing on the matter, received presentation by City staff, and considered evidence, both oral and documentary, and all other pertinent documents regarding the proposed request.
NO
W, THEREFORE, BE IT RESOLVED AND DETERMINED, that the Antioch City Council does hereby make the following findings for approval of the Vesting Tentative Map, as conditioned:
1. T
hat 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.
T
he site has a General Plan Land Use Designation of Medium Low Density Residential on the west parcel and Medium Density Residential on the east parcel.
The subdivision will accommodate residential uses that are consistent with the density allowed per the General Plan on each of the lots created by the subdivision.
2. T
hat the subdivision proposed by the Vesting Tentative Subdivision Map complies with the rules, regulations, standards and criteria of the City’s Subdivision Regulations.
T
he proposed subdivision meets the City’s criteria for the map. The City’s Planning and Engineering staff have reviewed the Vesting Tentative Subdivision Map and evaluated the effects of the subdivision proposed and have determined that the Vesting Tentative Subdivision Map, as conditioned, complies with and conform to all the applicable rules, regulations, standards, and criteria of the City’s Subdivision Regulations.
3. T
he 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.
NO
W, THEREFORE, BE IT FURTHER RESOLVED that the Antioch City Council does hereby APPROVE the proposed Vesting Tentative Map for Condominium A2
RESOLUTION NO. 2025/**
October 14, 2025
Purposes, Design Review and Density Bonus application for the Vineyard Crossing Residential Project, subject to the conditions of approval attached hereto as Exhibit B. *
* * * * * *
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 14th day of October 2025, by the following vote:
A
YES:
N
OES:
ABS
TAIN:
ABS
ENT:
M
ICHAEL J. MANDY
CITY CLERK OF THE CITY OF ANTIOCH
A3
RESOLUTION NO. 2025/**
October 14, 2025
E
XHIBIT A
CEQA SECTION 15183 CONSISTENCY MEMORANDUM
T
he 15183 Consistency Memorandum is available on the City’s website at:
https://www.antiochca.gov/DocumentCenter/View/2478/Att-A-Ex-A-CEQA-15183- Consistency-Memo
A4
RESOLUTION NO. 2025/**
October 14, 2025
E
XHIBIT B
CO
NDITIONS OF APPROVAL
(SEPARATE PAGE)
A5
EXHIBIT B
CONDITIONS OF APPROVAL
VINEYARD CROSSING | PD2024-0002
1. Project Approval. This vesting tentative map , design review and density bonus application approval is for the Vineyard Crossing project located at 3001 Oakley Road (APNs: 051-190-028; 051-190-034), as substantially shown and described on the project plans dated: December 2024 (Recreation Center Architecture), July 2025 (Architecture) and August 2025 (Civil Package and Landscape), as presented to the City Council on October 14, 2025 (“Approval Date”), except as required to be modified by conditions herein. For any condition herein that requires preparation of a final 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. P
roject Approval Expiration. This approval expires on October 14, 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. A
ppeals. 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 a resolution of the City Council.
4. R
equirement for Building Permit. Approval granted by the City Council 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. M
odification of Approved Plans. The project shall be constructed as approved and with any additional changes required pursuant to the City Council Conditions of Approval. Planning staff may approve minor modifications to the project design as outlined in Antioch Municipal Code § 9-5.2708.
6. H
old Harmless Agreement/Indemnification. The applicant (including any agent thereof) shall defend, with counsel of City's choosing and at Applicant’s own cost, expense and risk, any and all claims, suits, actions or other proceedings of every kind that may be brought or instituted against City or its officials, officers, employees, volunteers and agents to attack, set aside, void, or annul the City’s approval concerning this application. The applicant shall pay and satisfy any judgment, award or decree that may be rendered against the City or its officials, officers, employees, volunteers, and agents as part of any such claim, suit, action or other proceeding concerning the City’s approval of this application. Applicants A6
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
2 | Page
shall also reimburse the City for the cost of any settlement paid by the City or its officials, officers, employees, agents, or volunteers as part of any such claim, suit, action or other proceeding concerning the City’s approval of this application. Such reimbursement shall include payment for the City’s attorneys’ fees and costs, including expert witness fees . Applicant shall reimburse the City and its officials, officers, employees, agents, and/or volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Applicant’s obligation to indemnify shall survive the expiration of this Approval.
7. Fi
nal Approval. A final and unchallenged approval of this project supersedes any previous approvals that have been granted for this site.
8. C
ompliance 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.
F
EES
9. C
ity 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 limited to those applicable when the related SB 330 application was submitted December 6, 2024 and shall be based on the current fee structure in effect at the time provided that any increase since submitting the project’s SB 330 application reflects only the annual adjustments based on a published cost index . Notice shall be taken specifically of p lan check, e ngineering, 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.
N
o permits or approvals, whether discretionary or mandatory, shall be considered if the applicant is not current on fees, balances, and reimbursement s that are outstanding and owed to the City.
10. P
ass-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.
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EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
3 | Page
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. P
roof of Community Facilities District (CFD) Annexation. Concurrent with, or prior to submitting the Final Map, the applicant shall submit evidence of annexation into all required districts, including:
a. The applicant shall annex into the existing Community Facilities District (CFD) 2018-02 (Police Protection).
b. The applicant shall annex into the P ublic Services District (Public Services) CFD 2018-01 and accept a level of annual special tax sufficient to maintain only those services the City is providing to the Vineyard Crossing project, at no cost to the City. The annual special tax shall be limited to the actual annual cost of public services actually performed by the Public Services District (Public Services) CFD 2018-01 and serving the Vineyard Crossing project, as described in the Public Hearing Report.
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 with proof of annexation by furnishing a copy of the resolution passed by the County Board of Supervisors.
VE
STING TENTATIVE MAP
12. S
ubdivision Map Act Compliance. The Vesting Tentative Map approval is subject to the timelines established in the State of California Subdivision Map Act or as extended by a Development Agreement.
13. M
ap Approval. Map approval is granted based on substantial conformance with the Vesting Tentative Map for Condominium Purposes for lots 46 -71, dated August 2025 and received by the Community Development Department on August 8, 2025.
A
pproval 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. C
ovenants, Conditions and Restrictions (CC&Rs). Prior to filing the final map, the applicant shall provide a draft of the Declaration of Covenants, Conditions, and A8
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
4 | Page
Restrictions (“CC&Rs”) to the City for review. The applicant shall incorporate City comments into the application to the State or provide documentation acceptable to the City for omitting the comments.
P
UBLIC WORKS’ STANDARD CONDITIONS
15. C
ity Standards. All proposed improvements shall be designed and constructed to City standards or as otherwise approved by the City Engineer in writing. The applicant shall file for a City e ncroachment 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.
16. R
equired Easements and Rights -of-Way. All required easements or rights -of- way for 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 map or subsequent final maps or separate recorded documents as approved by the City Engineer. All existing easements shall be identified on the site plan and all plans that encroach into existing easements shall be submitted to the easement holder for review and approval.
17. R
emoval of Vacated Easements. All existing easements of record that are no longer required and will affect parcels within this project shall be removed prior to, or concurrently with the recordation of the final map or subsequent final maps or separate recorded documents as approved by the City Engineer.
18. Li
ne of Sight Triangles. Safe line of sight distance triangles shall be maintained per A ntioch Municipal Code § 9 -5.1101, Site Obstructions at Intersections, as generally shown on Sheet “ C9.0” dated August 2025 . Landscaping, structures, and signage shall not restrict the safe line of sight at street intersections , driveways, and parking lots with public and private streets.
19. U
tility Construction. Relocation of public utilities and construction of new private and public utilities shall be completed to their ultimate size and configuration , as shown on the preliminary entitlement plan documents. Final design shall be submitted to the City for review prior to building permit issuance and constructed prior to occupancy of the first building.
20. U
tility Undergrounding. Prior to final occupancy, all existing overhead electrical and internet utilities and proposed electrical and internet utilities (e.g., transformers and PMH boxes), except existing PG&E towers (or other utilities as approved by the City Engineer), shall be undergrounded and constructed subsurface pursuant to Antioch Municipal Code § 7-3, Underground Utility Districts, or as approved by the City Engineer.
A9
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
5 | Page
21. Utility Mapping. Prior to acceptance of public utilities, the applicant shall provide GPS coordinates of all below ground and above ground utilities . This includes all Water Distribution u tility features, S ewer 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. S
ewer. Unless approved by the City Engineer, all sewage shall flow by gravity to the intersecting street sewer main as generally shown on Sheet “C6.0”. All sewer lines and utility connections to the City sewer system shall be in accordance with the City and local sewer district specifications and standard plans.
23. R
equirement for Looped Water System. Unless approved by the City Engineer, all water systems shall be designed as a looped water distribution system. If not already connected as a looped water system, the applicant shall be responsible for installing all water mains both on and off site to create a looped system at no cost to the City as generally shown on Sheet “C6.0”.
24. W
ater Pressure. The applicant shall provide adequate water pressure and volume for fire flow and domestic use to serve this development per City and Fire District requirements. This will include a minimum fire flow of 1, 000 gpm at residual pressure of 20 psi with all losses included at the highest sprinkler unit point in the building at a minimum static pressure of 20 psi at the water service or as approved by the City Engineer. The Contra Costa Fire Protection District may provide additional water flow conditions.
25. R
etaining 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 concrete masonry unit construction or made of a concrete type of material.
c. Height. All retaining walls shall be reduced to the maximum height extent practicable and the walls shall meet the height requirements in the frontage, setback and line of sight triangles as required by the City Engineer. d. Slope. The maximum slope above all retaining wall s is 2:1 and shall be landscaped with trees, ground cover, grass, or other erosion control vegetation.
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EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
6 | Page
26. F
ences. All perimeter fences shall be located at the top of slope or along the existing property parcel line 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.
c. In projects with homes on individual lots, side and rear yard fencing shall be provided for each lot prior to issuance of the occupancy permit.
27. S
torm 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 one lot draining over or between other lots. All proposed drainage facilities, including open ditches and detention basins, shall be constructed to City standards and of Portland Concrete Cement , or as approved by the City Engineer. These public utilities shall be designed prior to building permit issuance and constructed prior to occupancy. b. Storm drainage systems shall flow to the detention basins 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. The detention basin(s) and associated improvements shall be constructed and operational prior to occupancy of the first building. d. Detention basins shall be designed to the satisfaction of the City Engineer with an emergency 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.
28. P
roject Storm Water Report. The applicant shall submit a site storm water report of the site hydrology and hydraulic analyses as part of the storm water system design for 10- year and 100 -year storm events in 24 hours. The analyses shall demonstrate adequacy of the in- tract or onsite drainage system and the downstream drainage system for the 10-year storm event with the hydraulic grade line (HGL) 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 minimum and the minimum velocity of water flowing in the pipe is 2 FPS with half of the design flow. The minimum storm drainpipe size in the private system is 10-inch pipe. All detention basins shall be designed with outfall weir s A11
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
7 | Page
with 1 foot (of free board) below the lowest top of bank. Unless approved by the City Engineer, the sides of the basin shall be a maximum 3:1 slope, the bottom of the basin drain shall drain to the outfall at a minimum slope of 0.003 and a paved maintenance access road shall be constructed at a maximum grade of 15%. 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 finishing floor elevation within the site or subdivision shall have at least 1 f oot 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 issuance.
Stormwater plans shall be informed by the Vineyard Crossing Housing Project Preliminary Drainage Report prepared by Balance Hydrologics Dated December 20, 2024, and the Stormwater Control Plan dated December 19, 2024 prepared by Carlson, Barbee, & Gibson, Inc, along with any future analysis.
29. C
ompliance with City Water Master Plan. 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. 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 th e demand for water exceeds the allocation previously determined, then the applicant shall fund analysis of the City’s master plan model to determine if the capacity of the existing City 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 .
Plans shall be developed as generally shown on Sheet “C6.0”.
30. C
ompliance with City Sewer Master Plan. The applicant shall complete a peak flow sewer analysis of the proposed project development in accordance with C ity sewer requirements. These peak sewer flows from the project shall not exceed the anticipated sewer peak flow allocated for this site according to the City Sewer Master Plan. If this peak sewer flow exceeds this allocation previously determined by the master plan, then the applicant shall fund an analysis of the C ity’s master plan model to determine if the capacity of the existing 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 . Plans shall be developed as generally shown on Sheet “C6.0”.
31. C
ompliance with City Drainage Master Plan. 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 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 of the A12
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
8 | Page
project still exceeds the capacity of the downstream drainage system, then the applicant shall fund an analysis of the City’s master plan model to determine what needed improvements are needed to mitigate and improve the 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 flows downstream of the project . This analysis shall be reviewed and approved by the City Engineer prior to building permit issuance. Plans shall be developed as generally shown on Sheet “C6.0”.
CO
NSERVATION / NPDES
32. C
.3 Compliance. Per State Regulations, all onsite and offsite impervious and pervious surfaces , including on and off-site roadways, and parking lots to be designed and constructed as part of the project , are subject to State C.3 requirements, designed prior to building permit issuance and constructed prior to occupancy of the first building.
33. N
PDES. The project shall comply with all Federal, State, and City regulations for the National Pollution Discharge Elimination System (NPDES) (Antioch 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. NPDES and C.3 regulations require the submittal of a Storm Water Control Plan (SWCP) that demonstrates that a project is in compliance with state and federal laws. The SWCP shall be submitted to the Building and City Engineering Department s concurrently with the site improvement plans.
c. Operation and Maintenance Plan. For the erosion control and water treatment and flow -controls identified in the approved SWCP, a separate Operation and Maintenance Plan (O&M) shall be submitted to the Building and Engineering Department s at the time of permit submittal that shall be reviewed and approved by the City Engineer.
d. Covenants, Conditions and Restrictions ( CC&Rs). Both the approved SWCP and O&M plans should be included in the project CC&Rs , if applicable. Prior to i ssuance of the first 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 measures , and/or hydrograph modifications and Best Management Practices (BMP’s) from one owner to another.
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34. 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, until the permit is terminated:
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 erosion control and 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 issuance of the first 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 P lan shall incorporate City comments on the draft O&M P lan 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 issuance of the first 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 s torm 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, according to 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 conveyance of all C.3 storm water entering and originating from the site to an adequate downstream drainage facility without A14
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diversion of the watershed prior to building permit. The applicant shall submit C.3 hydrologic and hydraulic calculations with the improvement plans to the City of 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 by the Regional Water Quality Control Board.
g. SWPPP. The applicant shall submit 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.
i. BMP. The applicant shall install appropriate clean water devices at all storm drain locations immediately prior to entering the public storm drain system shall implement Best Management Practices (BMP’s) at all times on the project before, during and after construction.
ii. Erosion Control. The 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.
iii. Sweeping. 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.
iv. Pressure Washing. 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 drains. 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 Sanitary Sewer District.
v. Construction Debris. 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, A15
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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 by City requirements.
vi. Storm Drain Cleaning. The applicant shall clean all on- site storm 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.
O
UTSIDE AGENCIES
35. C
ontra Costa County Fire Protection District. The applicant shall comply with the conditions provided by the Contra Costa County Fire Protection District in the letter dated February 11, 2025.
36. C
ontra Costa County Flood Control District. The applicant shall comply with the conditions provided by the Contra Costa County Flood Control District in the letter dated February 6, 2025.
G
RADING
37. R
equirement for Grading Permit. Grading plans shall be submitted, processed, and permit 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.
38. Gr
ading Plans. Locations of existing building exterior walls, existing 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. 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 the 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 A16
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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.
39. E
levations 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 provided on the plan, as approved by the City Engineer.
40. S
oils. 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 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.
41. G
eotechnical Recommendations. All residential subdivisions, commercial and industrial projects are required to have a project specific geotechnical investigation prior to project approval. The applicant shall implement project -specific geotechnical recommendations. Prior to the 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.
42. O
ff-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 grade” on the 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.
43. G
rading 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, grading and improvement plans.
AT
BUILDING PERMIT SUBMITTAL
44. R
equirement 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.
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45. 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, applicants shall provide for all plant materials both common and botanical names, sizes, and quantities, which are in substantial conformance with the Preliminary Landscape Plan. Applicants shall coordinate with the Public Works Department on approved plants to be installed in the public right of way.
46. W
ater 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.
47. P
roperty 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. All newly graded lot drainage shall drain directly to the public or private street in accordance with city grading ordinance and not onto adjacent properties.
The applicant shall clearly show grading of individual residential lots on issued plot plans and/or site final grading plans of the sit e in accordance with city grading ordinance for review and approval of City Engineer.
48. U
tility Location on Private Property. All existing utility improvements (including water meters, sewer cleanouts, etc.) that are disturbed shall be relocated within the immediate area of site as defined by the preliminary utility plans and approved by the City Engineer.
49. U
tility Location on Each Lot. All improvements for each lot (water meters, sewer cleanouts, etc.) shall be contained outside of the driveway and within the lot and the projection of its sidelines or as approved by the City Engineer.
50. C
onstruction 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
51. E
ncroachment 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.
52. D
emolition Permit. Site demolition shall not occur until demolition and grading permits are issued for the development project. All demolitions shall be in A18
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accordance with permits issued by the City of Antioch and Bay Area Air Quality Management District (BAAQMD).
MO
DEL HOMES AND SALES TRAILERS
53. M
odel Homes. If the applicant requests model homes or sales trailers be installed, prior to the placement of any sales trailers, the building and improvement plans shall be submitted to the Engineering Department for review and approval. A ll trailers shall be placed out of the public right -of-way and shall have their own parking lots.
54. P
arking Lot. The model home complex parking lot location and design shall be subject to the City Engineer’s approval.
DURI
NG CONSTRUCTION
55. C
onstruction Notice. The applicant shall inform the City of the start of construction of the project, the construction schedule and provide the following 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
56. C
ollection 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 the Antioch M unicipal Code § 6- 3.2, the Construction and Demolition Debris Ordinance. Where appropriate, applicants 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.
57. C
onstruction 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 A19
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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.
58. D
riveway Access. Driveway access to neighboring properties shall be maintained at all times during construction.
59. D
emolition, Debris, Recycling. All debris, garbage spoils, unwanted materials and vegetation shall be removed from the project site in accordance with the 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.
60. F
ilter 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.
F
ilter 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.
61. A
rcheological Remains. In the event subsurface archeological remains, or cultural or paleontological resources 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 Society of California Archeology and/or the Society of Professional Archeology, shall be notified. Site work in this 100- foot radius shall not occur until the archeologist has had an opportunity to evaluate the significance of the find and to outline appropriate mitigation measures, if dee med 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.
62. E
rosion 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 A20
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phases of construction in accordance with an approved erosion and sedimentation control plan and NPDES document . Erosion control shall be continuously maintained by the applicant 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.
63. D
ust 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.
64. L
andscape Installation and Maintenance. 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 15-gallon size . All proposed shrubs except accent, color or ground cover planting shall be a minimum five-gallon size.
F
INAL MAP
65. R
equirements for Final Map. The Final Subdivision 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. 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 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 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.
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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 a s 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 C ity, 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 determines that, due to the knowledge of such department as to the soil qualities of the subdivision, no additional analysis is necessary.
66. P
ostal Service. Provisions for mail delivery and locations of mailbox facilities shall be reviewed by the USPS and approved prior to the approval of each final map. The location of the mailbox facilities shall also be reviewed and approved by the City Engineer. Due to traffic safety and safety concerns of vehicles and pedestrians, T he City Engineer has the final approval of the location of the mailboxes of the subdivision.
P
RIOR TO ISSUANCE OF OCCUPANCY PERMIT
67. P
lanning 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 building inspection.
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68. 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, park landscape areas, and any other areas that are generally to be landscaped, shall be installed prior to issuance of adjacent unit certificates of occupancy.
Com
mon areas of parcels H, J and K shall be landscaped with the occupancy of any units on adjacent lots 1-14. Parcels O, P, Q, and T shall be landscaped with the occupancy of any building units on lots 46-71. Parcel C shall be landscaped prior to occupancy of the last unit in lots 15- 25. Parcel M shall be landscaped prior to o ccupancy of the last unit in lots 76 -50. Parcel N shall be landscaped prior to occupancy of lot 46. S torm drain parcels D and F shall be landscaped with along with construction of units in parcels 11-19, 30, 31, or 38-41. Parcel B shall be landscaped prior to occupancy of any units in lots 26-29 and Parcel M shall be landscaped prior to occupancy of any units in lots 46-50.
A
ny remaining landscaping of the subdivision shall be installed prior to occupancy of the last unit within the subdivision or as determined by the Director of Public Works.
69. D
ebris 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.
70. D
amage 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 gutter s, landscaping, street reconstruction along the project frontage, as may be required by the City Engineer , to restore the developed area.
71. R
ight-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.
72. D
ouble 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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73. C
ommon 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.
P
ROJECT SPECIFIC CONDITIONS
74. S
treet Widths. The project’s street widths shall reflect the widths shown on Sheet C9.0 “Street Widening Exhibit,” dated February 2025, received on April 2, 2025. All street widths, lot sizes, and other measurements shown on the subdivision improvement plans shall reflect the “Street Widening Exhibit” street sections. The minimum pavement section shall be in accordance with City Standard drawing ST-23 residential street design standards.
75. Street Names. The street names in the development shall be as follows.
Changes to street names require Planning Commission review and approval.
1. Bright Oak Lane (Parcel A/L)
2. Elderberry Place (Parcel A – Cul de sac)
3. Greenleaf Lane (Parcel E)
4. Oak Grove Place (Parcel L – Serving Lots 51-59)
5. Wild Oat Place (Parcel L – Serving Lots 64-68)
6. Meadow Place (Parcel L – Serving Lots 60-62)
76. T
ree Removal and Replacement.
a. The applicant shall adhere to all requirements for tree preservation, removal and replacement described in Antioch Municipal Code Title 9, Chapter 5, Article 12: “Tree Preservation and Regulation.” Removal of any established or protected trees will require planting of replacement trees as follows: for each established tree, two 24-inch box trees; for each mature tree, two 48-inch box trees. The project plans show removal of five established trees, and one mature tree, requiring at least ten 24-inch box trees and two 48-inch box trees to be plated at the project site. The Final Landscape Plans for the project shall illustrate that all tree replacement requirements are being met, as is shown on the Preliminary Landscape Plans.
b. All trees planted within the public right of way shall be from the City of Antioch’s approved list of street tree species. Trees planted on private property, outside of a city right -of-way, shall be at least five feet from the sidewalk. The Final Landscape Plans for the project shall illustrate compliance with this section.
77. R
equirement for Homeowners Association.
a. The applicant shall establish a Homeowner’s Association (HOA) for this project in conformance with the regulations set forth by the California A24
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Department of Real Estate and that HOA shall be responsible for maintaining:
all private streets, landscape, and amenity parcels, including structures, walls, and landscaping and other facilities within Parcels A through T as shown on the Tentative Map sheet C3.0.
b. The City shall be reimbursed for maintenance of landscape, roadway (including striping and signing), concrete (including sidewalk, curb, gutter, and curb ramps), storm drain facilities, street lighting, and all other HOA facilities and amenities if they are not maintained by the applicant or the HOA to a n acceptable City level.
c. Subject to approval by the state, the Codes, Covenants and Restrictions (CC&Rs) for the subdivision shall include a provision indicating that the City of Antioch is named as a third- party beneficiary with the right, but not the obligation, to enforce the provisions of the CC&Rs relating to the maintenance and repair of the property and improvements, including but not limited to landscaping, streets, curbs, gutters, street lights, parking, open space, storm water facilities and the prohibition of nuisances. The City shall have the same rights and remedies as the HOA, Manager or Owners are afforded under the CC&Rs, including but not limited to rights of entry. This right of enforcement is in addition to all other legal and equitable remedies available to the City, including the right to refuse to issue building permits for any building or structure that is not in compliance with applicable federal, state, or local laws, regulations, permits or approvals. Neither action nor inaction by the City shall constitute a waiver or relinquishment of any rights or remedies. In addition, the CC&Rs shall include a provision that any design approvals required by the CC&RS for construction, reconstruction and remodeling are in addition to any approvals needed from the City as well. Further, the CC&Rs cannot be terminated or amended materially without the prior written consent of the Community Development Director and the City Attorney of the City of Antioch.
Material changes are those that would change the fundamental purpose of the development including but not limited to:
i. City approvals of uses or external modifications.
ii. Property ownership or maintenance obligations including , but not limited to, common areas, open space, slopes, storm water basins and landscaping areas.
d. Prior to filing the final map, the applicant shall provide draft CC&Rs to the City for review. The applicant shall incorporate City comments into the application to the State or provide documentation acceptable to the City for omitting the comments.
78. P
rivate Street Improvements and Dedications to Homeowners Association (HOA). As shown on Sheet C 1.0 of the Tentative Map, the applicant shall dedicate the following private streets to the HOA, as described in the CC&Rs . The improvements shown on the tentative map include utilities, street pavement, curb and gutter, sidewalk, landscaping and signing and striping, in accordance with city A25
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and PG&E and internet providers standard improvement standards and requirements for private streets.
a. Parcel A and L: Bright Oak Lane: A 49’ private street right of way that narrows to a 40’ right of way east of the PG&E transmission line parcel. b. Elderberry Place: A 49’ right of way.
c. Oak Grove Place: A 40’ right of way that narrows to a 20’ wide concrete driveway in 21’ right of way.
d. Parcel E: Greenleaf Lane: A 20’ wide asphalt drive aisle with rolled curbs on each side in a 22’ right of way.
e. Wild Oat Place: A 20’ asphalt drive aisle with rolled curbs and a 4’ sidewalk in a 24’ right of way.
f. Meadow Place: a 20’ wide asphalt drive aisle with rolled curbs in a 24’ right of way.
g. Parcel I: a private driveway parcel serving lots 5 and 6. h. Parcel G: a 20’ private driveway parcel serving lots 13 and 14 with required storm drain and sewer easements.
T
hese offer of dedications shall be completed in the first final map of the subdivision and constructed prior to first occupancy of any lot within the subdivision.
79. D
edication and Improvement of Storm Drain Infrastructure. The applicant shall dedicate Parcels D and F to the HOA for private storm drain use and shall construct private storm drainage bioretention basins, a drainage inlet weir and other needed drainage facilities in accordance with (a.) Bay Area Regional Water Quality standards, (b.) the CC&Rs, and (c.) City requirements. The applicant shall design a 12’ wide access ramp from the closest street to bottom of basin so the basin can be maintained and periodically cleaned of debris. These facilities shall have an offer of dedication with the first final map, be designed prior to building permit issuance, and constructed with the private storm drainage system prior to issuance of the first certificate of occupancy.
80. D
edication and Improvement of Recreation Center Parcel. The applicant shall dedicate Parcel B to the HOA, with the initial final map of the subdivision, for the building of a recreation center for the use of residents. All amenities specified in the approved landscape plans and project description shall be designed prior to the first building permit issuance and constructed prior to issuance of the sixty- ninth (69
th) certificate of occupancy for the project.
81. D
edication and Improvement of Open Space Parcels. The applicant shall improve and dedicate to the HOA, open space parcels C, H, M, N, P as specified in the preliminary landscape plans and the vesting tentative map. The applicant shall design the landscaping and all amenities before the issuance of the first building permit and shall construct all improvements prior to issuance of the last certificate of occupancy.
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82. A
ffordable Housing Agreement.
a. Pursuant to Antioch Municipal Code Section 9-5.3502 (F), the applicant shall enter into an agreement with the C ity to ensure the continued affordability of all affordable units. Prior to receiving a building permit, such agreement shall be recorded as a covenant against the property.
b. If any lots that contain designated affordable ADUs are to be sold individually in the future, the applicant will ensure that the rents of such ADUs will be deed restricted to remain affordable to low -income households, as defined in COA
82.a., for a 55- year term, starting at the date of the certificate of occupancy .
Such deed restriction shall reflect the City of Antioch’s standard form for affordable ADUs. Any plans to sell some o r all of the individual lots must ensure that at least 13 units remain affordable to low -income households for 55 years from initial occupancy of the project, consistent with the Density Bonus application request.
83. C
onnection to City Water System: The applicant shall connect the proposed interior 8” looping water line in Bright Oak Lane to the existing City water system at two separate connections to strengthen the water system within the subdivision.
The first connection shall connect the proposed 8” water line located in Bright Oak Lane with an extension to the east in Oakley Road to the existing 12” water line located at the intersection of Phillips Lane and Oakley Road. The second water line connection shall be located near the northeast corner of the subdivision at the intersection of Bright Oak Lane and Phillips Lane. The Applicant shall connect the proposed 8” water line from Bright Oak Lane to the existing 12” water line located in Phillips Lane in accordance with city requirements and city standard details.
Both connections sh all be designed prior to building permit submittal and constructed prior to issuance of the first certificate of occupancy.
84. Fut
ure Water Connection in Oakley Road. The applicant shall install a “T” connection in the proposed intersection of Bright Oak Lane and Oakley Road for possible future western extension of the water line on Oakley Road.
85. S
ewer Line Connection to City Sewer System. As shown on the tentative map, the applicant shall construct a new 8” sewer line from Bright Oak Lane to a n existing 6” sewer line located in the center of Honeynut Street in accordance with city requirements and standard plans. With the first final map of the subdivision, the applicant shall dedicate 20’ wide public utility easements ( PUE) over the proposed 20’ wide driveway to lot 14 and extend this PUE t hrough the remainder of Parcel G to Honeynut Street . This proposed connection to the existing sewer line in Honeynut Street shall be designed prior to building permit submittal and installed prior to issuance of the first certificate of occupancy.
86. C
onnections to S torm Drain S ystem in Phillips Lane and Honeynut Street.
The applicant shall connect the proposed 18” or larger storm drain line from the A27
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
23 | Page
stormwater basin located in Parcel F through the proposed 20’ wide PUE in Parcel G, to the existing storm drain line located under the east curb of Honeynut Street.
Due to the lack of existing storm drain infrastructure near Phillips Lane and Oakley Road, the applicant shall connect a new 18” storm drain line from the existing 18” storm line and catch basin located in the northwest curb return of Phillips Lane and Oakley Road and extend this proposed 18” storm drain along the proposed curb line of Oakley Road to the proposed storm water basin in Parcel D, as shown on the approved vesting tentative map. This basin shall then drain by another 18” storm drain line to the existing storm drain located in Honeynut Street. This storm drain line shall be designed for the 10 -year ( 24-hour event) drainage flow to Honeynut Street. The 100-year flows shall flow by overland release to Honeynut Street to the northwest and Phillips Lane to the northeast. All storm drain lines shall be designed prior to building permit issuance and constructed prior to issuance of the first certificate of occupancy per city requirements and standard details.
87. C
ompliance with City Grading Ordinance. The project shall comply with City grading ordinance 9- 4.622 requirements by not draining surface water onto neighboring residential lots. The applicant shall regrade the area with drainage swales, catch basins and/or storm drain lines to direct area drainage as necessary into to the new detention basins, storm drain lines and catch basins within the public right of way at no expense to City. This includes between open space Parcels C, H and M and existing adjacent residential properties, as well as between the adjacent agricultural parcel (APN: 051-190-027) to remain and the new subdivision lots.
88. P
ublic Improvement to Phillips Lane . The applicant shall install 40’ wide intersection improvements at the Bright Oak Lane street connection to Phillips Lane in accordance with city requirements for pavement, curb returns, sidewalks, ADA ramps, curb and gutter, street drainage, landscape, signage and striping improvements as shown on the approved vesting Tentative Map. These improvements also include the landscaping of Parcels O, M and Q along Phillips Lane right of way in accorda nce with city requirements and city standard plans.
The applicant shall also design and construct street pavement, curb, gutter and sidewalk and ADA ramps at the northwest curb return of the intersection of Phillips Lane and Oakley Road per city standard plans. The intersection shall be restriped with stop bar and pedestrian crossings at the intersection of Bright Oak Lane and Phillips Lane prior to acceptance of the offsite improvements to the satisfaction of the City Engineer.
89. O
akley Road Improvements and Dedication. The applicant shall construct new 20’ wide pavement, curb, gutter, 6’ wide sidewalk and underground utilities along the north side of Oakley Road, bordering the entire project frontage, as well as the PG&E-owned parcel (APN: 051-191-021) and existing residential parcel to remain (APN: 051-190-021), as shown on the plans presented to City Council on [DATE].
A28
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
24 | Page
Applicant shall dedicate a 7.5’ City right of way along the project frontage as shown on sheet C1.0 of the tentative map and constructed in accordance with city standard details and requirements. The new sidewalk shall meet City design standard ST -23 for a public collector street and shall connect with the existing sidewalks near the northwest intersection of Phillips Lane and Oakley Road, and at the western edge of the project. The minimum pavement section shall be in accordance with city standard ST-23 residential street design for a collector street.
The developer shall install 40’ wide intersection improvements at the Bright Oak Lane connection to Oakley Road to City standard requirements for pavement, curb returns, sidewalks, curb and gutter, ADA ramps, drainage, landscape, signage and striping as shown on the v esting tentative map. The design shall be completed prior to building permit issuance and constructed prior to issuance of the first certificate of occupancy, unless otherwise approved by the Director of Public Works.
T
he various landscaping improvements of Parcel H, J, K and T and installation of fences along Parcels H J, K and T and residential lots of back yards that connect to landscape parcels shall be constructed concurrently with the Oakley Road frontage improvements.
90. U
ndergrounding of O verhead PG&E Electrical and T elephone Lines.
Applicant shall underground the electrical, telephone, and internet cable lines along the entire project north frontage of Oakley Road. Utilities shall be located in an underground cable and vault system in accordance with City requirements and standard details prior to issuance of the first certificate of occupancy, unless otherwise approved by the Director of Public Works.
91. D
emolition of Existing Improvements. As specified on sheet C2.0 of the vesting tentative map, the applicant shall demolish and remove all existing improvements and easements, including the private farming improvements of the existing site prior to start of construction. The applicant shall locate and properly cap all existing irrigation wells, pumps and irrigation water lines per County Health Code and City requirements before construction of the residential units . Existing improvements such as paved pathways, PG&E towers, and other improvements that shall remain, shall be protected from further damage. All existing pavements, sidewalks, curbs, gutter and striping in Phillips Lane and along Oakley Road along the project frontage shall be protected and if damaged , shall be restored or replaced to the satisfaction of the City Engineer.
92. S
igning and Striping. The applicant shall install new road signage and striping for the subdivision including stop signs at intersections, parking stalls, pavement markings for parallel parking, and markings at 90-degree bends of streets, and driveways as shown on C8.0 of the vesting tentative map prior to issuance of the first certificate of occupancy . Per City ordinance, the applicant shall maintain 25’ A29
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
25 | Page
sight triangles at all driveways with residential streets and 50’ sight triangles at all intersections of private residential streets with existing public streets.
93. U
tility Locations. The applicant shall install utilities, fire hydrants and utility water meters, sanitary clean outs, transformers, utility boxes within the private street right of way and/or public utility easements (PUE’s), at all locations identified on the vesting tentative map or as approved by the City Engineer and Contra Costa County Fire Protection District. All public water meters shall be located within a 5’ wide Public Utility Easement, as approved by the City Engineer on the first final map of the subdivision.
94. P
ublic Utility Easements. Due to the number of public utilities with each private roadway, private streets shall be dedicated to the City as public utility easements (PUE), including City utility access , and emergency access easements with the first final map of the subdivision. PUEs shall extend 5’ beyond the back of sidewalk and/or back of curb on all private streets and private alleyways.
95. G
rading of Open Space Parcels C, H and M. The applicant may need to adjust the grading of open space parcels C, H and M to make sure the city grading ordinance is not violated in that drainage from these open space areas shall not drain into existing neighboring properties. If an open space drains into an existing adjacent property, the applicant shall make the necessary measures to regrade the area with drainage swale, catch basins and storm drain line so the area drains away from the existing fence and drains to an acceptable location where the area drainage can drain into a city approved catch basin to be in compliance with the City grading ordinance.
96. P
rotection of Biological Resources. The applicant shall implement, at its own expense, all recommended measures outlined in the project’s Technical Biological Report (Appendix C of the CEQA Modified Initial Study/15183 Checklist) including:
a. Nesting Migratory Birds Including Nesting Raptors and Protected Birds. i. If initial site disturbance activities, including tree, shrub, or vegetation removal, are to occur during the breeding season (typically February 1 to August 31), a qualified biologist (the “project biologist”) shall conduct pre- construction surveys for nesting migratory birds and raptors. The survey for nesting migratory birds shall cover the project site itself, and the survey for nesting raptors shall encompass the site and surrounding lands within 250 feet, where accessible. The survey shall occur within seven days prior to the onset of ground disturbance. If a nesting migratory bird were to be detected, an appropriate construction-free buffer shall be established. The size of the buffer shall be determined by the project biologist depending on the species, topography and type of activity that would occur in the vicinity of the nest.
The project buffer shall be monitored periodically by the project biologist to A30
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
26 | Page
ensure compliance. After nesting is completed, as determined by the project biologist, the buffer shall no longer be required.
ii. All workers on the project site shall attend a tailgate training that includes a description of the species, a brief summary of its biology, and minimization measures and instructions on what to do if an active bird nest is observed. b. Swainson’s Hawks Nesting and Foraging Habitat.
i. During the nesting season prior to demolition or construction activities on the project site, preconstruction surveys shall be conducted within the construction zones and adjacent lands within a half -mile to identify any nesting pairs of Swainson’s Hawks. These surveys shall conform to the guidelines of the CDFW as presented in Recommended Timing and Methodology for Swainson’s Hawk Nesting Surveys in California’s Central Valley, Swainson’s Hawk Technical Advisory Committee, May 31, 2000. ii. Should any active nests be discovered in or near proposed construction zones, the qualified biologist shall establish a suitable construction- free buffer around the nest (depending on type and amount of activity, topographic position, and existing disturbances, this buffer could be between 600 feet and 0.5- mile). This buffer shall be identified on the ground with flagging or fencing and shall be maintained until the biologist has determined that the young have fledged.
iii. Should a nest tree be removed, it shall be compensated in kind using one of the three methods outlined on pages 30-31 of Appendix C of the CEQA Modified Initial Study/15183 Checklist.
iv. All workers on the project site shall attend a tailgate training that includes a description of the species, a brief summary of its biology, and minimization measures and instructions on what to do if a Swainson’s hawk is observed on or near the construction zone.
c. Western Burrowing Owls and Habitat.
i. Pre-construction surveys of the margins of the site and within 250 feet of the site as public accessibility allowed shall be conducted for burrowing owls by a qualified biologist no more than 14 days and again within 24 hours in advance of the on- set of ground-disturbing activity. These surveys shall be conducted according to methods described in the Staff Report on Burrowing Owl Mitigation (CDFG 2012) or the most recent CDFW guidelines. The surveys shall cover all areas of suitable burrowing owl habitat wi thin the construction zones. If burrowing owls are not observed during preconstruction surveys, no further mitigation is warranted. ii. During the non-breeding season (September through January), any burrows occupied by resident owls in areas planned for construction shall be protected by a construction-free buffer with a radius of 250 feet around each active burrow. Passive relocation of burrowing owls is not allowed. iii. If pre-construction surveys are undertaken during the breeding season (February through August) and active nest burrows are located within or near construction zones, a construction-free buffer of 250 feet shall be established around all active owl nests. The onsite buffer areas shall be A31
EXHIBIT B:
CONDITIONS OF APPROVAL
VINEYARD CROSSING
27 | Page
enclosed with temporary fencing, and construction equipment and workers shall not be allowed to enter the enclosed setback areas. Buffers shall remain in place for the duration of the breeding season. iv. All construction workers shall attend a tailgate training that includes a description of the species, a summary of their biology, and minimization measures and instructions on what to do if a burrowing owl is observed within or near a construction zone.
d. California Legless Lizards and Coast Horned Lizards
i. A pre -construction survey for northern California legless lizard and coast horned lizard shall be conducted within 48 hours prior to start of construction activities.
ii. Should any of these species be observed during pre- construction surveys, an exclusion fence shall be installed around the boundary of the work area and a qualified biologist shall survey the site each day prior to start of daily construction until the qualified biologist has determined that none of these species are present onsite, after which construction can continue without a qualified biologist present.
97. Park In-Lieu Fee. As recommended by the Parks and Recreation Commission on May 15, 2025, the following condition shall apply:
Prior to the issuance of the first building permit, the project shall pay the required in-lieu fee of $116,900, as required in Antioch Municipal Code Section Title 9, Chapter 4, Article 10: Regulations for the Dedication of Land, the Payment of Fees, or Both, for Park and Recreation Lands.
98. Addressing. Individual address es shall be provided for each individual residential unit within the development to allow for utility metering.
A32
SHEET INDEX
1. COVER SHEET - INDEX SHEET
CIVIL SHEETS (VESTING TENTATIVE MAP)
2. Cl .0 PRELIMINARY LOTTING PLAN
3. C2.0 EXISTING CONDITIONS
4. C3.0 PRELIMINARY SITE PLAN
5. C4.0 PRELIMINARY GRADING PLAN
6. C4.l PRELIMINARY GRADING DETAILS
7. C5.0 PRELIMINARY TRUE CROSS SECTIONS
8. CS.I PRELIMINARY TRUE CROSS SECTIONS
9. C5.2 PRELIMINARY ENGINEERED CROSS SECTIONS
10. C5.3 PRELIMINARY ENGINEERED CROSS SECTIONS
I I. C6.0 PRELIMINARY UTILITY PLAN
12. C7 .0 PRELIMINARY STORMWATER CONTROL PLAN
13. C8.0 PRELIMINARY SIGNING AND STRIPING PLAN
14. C9.0 PRELIMINARY PARKING PLAN
LANDSCAPE SHEETS
15. L-1
16. L-2
17. L-3
18. L-4
19. L-5
20. L-6
21. L-7
22. L-8
23. L-9
24. L-10
25. L-11
26. L-12
27. L-13
OVERALL CONCEPT PLAN
ENTRY ENLARGEMENT
REC CENTER ENLARGEMENT
BIO FILTRATION BASIN
ACTIVITY LAWN
FRONT YARD & BACKYARD TYPICALS
FRONT YARD & BACKYARD TYPICALS
WALL & FENCE PLAN
WALL & FENCE DETAILS
WALL & FENCE DETAILS
WALL & FENCE DETAILS
AMENITY DETAILS
IMP (IRRIGATION MASTER PLAN)
cbg
SAN RAMON • (925) 866-0322
ROSEVILLE • (916) 788-4456
WWW.CBANDG.COM
CIVIL ENGINEERS • SURVEYORS • PLANNERS
__] I =-_]
I II I
ARCHITECTURE SHEETS (SINGLE FAMILY) 61. 33
62. 34
ADU C CRAFTSMAN ELEVATIONS
COACH/GENERAL LIGHTING SPECIFICATIONS
93. A-4.3 MASSING MODELS - BUILDING 200
94. A-4.4 MASSING MODELS - BUILDING 300
28. SS-1
29. I
30. 2
31. 3
32. 4
33. 5
34. 6
35. 7
36. 8
37. 9
38. 10
39. 11
40. 12
41. 13
42. 14
43. 15
44. 16
45. 17
46. 18
47. 19
48. 20
49. 21
50. 22
51. 23
52. 24
53. 25
54. 26
55. 27
56. 28
57. 29
58. 30
59. 31
60. 32
STREET SCENE
PLAN I FRONT ELEVATIONS
PLAN I EXIIlBIT
PLAN IA TRADITIONAL FLOOR PLAN
PLAN IA TRADITIONAL ELEVATIONS
PLAN IA TRADITIONAL SECTIONS
PLAN IB FARMHOUSE ELEVATIONS
PLAN IC CRAFTSMAN ELEVATIONS
PLAN IA TRADITIONAL ROOF PLAN
PLAN IB FARMHOUSE & IC CRAFTSMAN ROOF PLANS
PLAN 2 FRONT ELEVATIONS
PLAN 2 EXIIlBIT
PLAN 2A TRADITIONAL FLOOR PLAN
PLAN 2A TRADITIONAL ELEVATIONS
PLAN 2A TRADITIONAL SECTIONS
PLAN 2B FARMHOUSE ELEVATIONS
PLAN 2C CRAFTSMAN ELEVATIONS
PLAN 2A TRADITIONAL ROOF PLAN
PLAN 2B FARMHOUSE & 2C CRAFTSMAN ROOF PLANS
PLAN 3 FRONT ELEVATIONS
PLAN 3 EXIIlBIT
PLAN 3A TRADITIONAL FLOOR PLAN
PLAN 3A TRADITIONAL ELEVATIONS
PLAN 3A TRADITIONAL SECTIONS
PLAN 3B FARMHOUSE ELEVATIONS
PLAN 3C CRAFTSMAN ELEVATIONS
PLAN 3A TRADITIONAL ROOF PLAN
PLAN 3B FARMHOUSE & 3C CRAFTSMAN ROOF PLANS
ADU FRONT ELEVATIONS
ADU FLOOR PLAN AND ROOF PLAN
ADU A TRADITIONAL ELEVATIONS
ADU A TRADITIONAL SECTIONS
ADU B FARMHOUSE ELEVATIONS
63. 35 TRADITIONAL "A" DETAILS
64. 36 FARMHOUSE "B" DETAILS
65. 37 CRAFTSMAN "C" DETAILS
66. 38 PLAN I MASSING MODELS
67. 39 PLAN 2 MASSING MODELS
68. 40 PLAN 3 MASSING MODELS
69. 41 ADU MASSING MODELS
ARCHITECTURE SHEETS (DUET)
70. A-0.1 CONCEPTUAL STREET SCENE
71. A-0.2 ELEVATION PLOTTING
72. A-1.0 DUPLEX I00 FRONT ELEVATIONS
73. A-1.1 DUPLEX 100 FLOOR PLANS - CONTEMPORARY RANCH
74. A-1.2 DUPLEX I00 CONTEMPORARY RANCH ELEVATIONS&ROOF
75. A-1.3 DUPLEX 100 FLOOR PLANS - FARMHOUSE
76. A-1.4 DUPLEX I00 FARMHOUSE ELEVATIONS &ROOF
77. A-1.5 DUPLEX 100 SECTIONS
78. A-2.0 DUPLEX 200 FRONT ELEA VTIONS
79. A-2.1 DUPLEX 200 FLOOR PLANS - CONTEMPORARY RANCH
80. A-2.2 DUPLEX 200 CONTEMPORARY RANCH ELEVATIONS & ROOF
81. A-2.3 DUPLEX 200 FLOOR PLANS - FARMHOUSE
82. A-2.4 DUPLEX 200 FARMHOUSE ELEVATIONS & ROOF
83. A-2.5 DUPLEX 200 SECTIONS
84. A-3.0 DUPLEX 300 FRONT ELEVATIONS
85. A-3.1 DUPLEX 300 FLOOR PLANS - CONTEMPORARY RANCH
86. A-3.2 DUPLEX 300 CONTEMPORARY RANCH ELEVATIONS & ROOF
87. A-3.3 DUPLEX 300 FLOOR PLANS - FARMHOUSE
88. A-3.4 DUPLEX 300 FARMHOUSE ELEVATIONS & ROOF
89. A-3.5 DUPLEX 300 SECTIONS
90. A-4.0 DESIGN DETAILS - CONTEMPORARY RANCH
91. A-4.1 DESIGN DETAILS - FARMHOUSE
92. A-4.2 MASSING MODELS - BUILDING 100
95. A-5.2 FARMHOUSE LEASING OFFICE
96. A-5.3 FARMHOUSE ROOF PLAN
JOINT TRENCH PLAN
97. JTI
98. JT2
99. JT3
100. JT4
101. JT5
102. JT6
COMPOSITE TITLE SHEET
GENERAL NOTES AND DETAILS
DETAILS
SECTIONS AND DETAILS
COMPOSITE PLAN
COMPOSITE PLAN
STREET LIGHTING PLAN
103. SL!
104. SL2
105. SL3
106. SL4
107. SL5
108. SL6
GENERAL NOTES AND DETAILS
GENERAL NOTES AND DETAILS
GENERAL NOTES AND DETAILS
GENERAL NOTES AND DETAILS
SITE PLAN
SITE PLAN
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
VINEY ARD CROSSING
SUBDIVISION 09650
ANTIOCH, CALIFORNIA
DEVELOPER
BRIGHTSKY RESIDENTIAL
1255 TREAT BOULEY ARD, SUITE 300
WALNUT CREEK, CA 94597
(925) 401-5052
CONTACT: CHARLES MCKEAG
CIVIL ENGINEER
CARLSON, BARBEE & GIBSON
2633 CAMINO RAMON, SUITE 350
SAN RAMON, CA 94583
(925) 866-0322
CONTACT: LEE ROSENBLATT
LANDSCAPE ARCHITECT
SMP STUDIOS
34197 PACIFIC COAST HWY. SUITE 200
DANA POINT, CA 92629
(949) 443-1446
CONTACT: TRENT NOLL
JOINT TRENCH DESIGNER
TARRAR UTILITY CONSULT ANTS
813 FIRST STREET
BRENTWOOD, CA 94513
(925) 250-2595
CONTACT: KARA PEDERSEN
ARCHITECT (SINGLE FAMILY)
WHA ARCHITECTS
200 COMMERCE, SUITE 200
IRVINE , CA 92602
(949) 250-0607
CONTACT: JUAN OLVERA
ARCHITECT (DUET)
BASSENIAN LAGONI
2031 ORCHARD DRIVE, SUITE 100
NEWPORT BEACH, CA 92660
(949) 553-9100
CONTACT:HANS ANDERLE
AUGUST 2025
Bassenian I Lagoni
ARCHITECTURE ■ PLANNING ■ INTERIORS
" �
ENVIRONMENTAL DE$1(:N .;
-------------------------------------------------------------------------------------------------------------- H:\3705 \A CAD IP DP\ CO. O--CO VER. D W G
ATTACHMENT "B"
B1
OAKLEY ROAD
PHILLIPS LANE
BRIGHT OAK LANE
BRIGHT OAK LANE
BRIGHT OAK LANE
BRIGHT OAK LANE
ELDERBERRY PLACE
GREENLEAF PLACE BUTTERCUP LANE
MEADOW PLACE
OAK GROVE PLACE
BRIGHT OAK LANE
OAK GROVE PLACE
12345
7 8
9 10
11 12
15 16 17 18 19 20 21 22 23 24 25
26 27
28 2930
31 32
33 34
36 41 39 38
46 47 48 49 50
51 57
60 61
6263
64 65
666768
6 42 43 44 45
35 37
52 53
54 55
56 7069 71
59 58
13 14
40 PARCEL C
PARCEL G
PARCEL H
PARCEL J
PARCEL E
PARCEL F
PARCEL K
PARCEL B
PARCEL D
PARCEL P
PARCEL N
PARCEL L
PARCEL M
PARCEL A
PARCEL S PARCEL T
PARCEL R
PARCEL I
HONEYNUT STREET
PARCEL Q
PARCEL O
H:\3705\ACAD\PDP\C1.0-PRELIMINARY LOTTING.DWG
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
VINEYARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 50'DATE: AUGUST 2025
150100500 CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
WWW.CBANDG.COM
ROSEVILLE
(925) 866-0322
(916) 788-4456
OF SHEETS
SHEET NO.
13 C1.0
PRELIMINARY LOTTING49' TYPICAL PRIVATE STREET
40' TYPICAL PRIVATE STREET OAKLEY ROAD
(ALONG PROJECT FRONTAGE)
OAKLEY ROAD
(OUTSIDE PROJECT FRONTAGE)
CONTACTS
GENERAL NOTES
ABBREVIATIONS
B2
1.4 X
56.5 X
56.6 X
'""
56.9 X
67.5 X
56.8 X
56.6 X
X
I
I ,EX SW
3ii±
I:::
EX R/W ••••
56' I
66.7/
X
X
67.2 EX SSMH 6313
RIM 59.95
B" INV IN {S) 52.59
B" INV OUT (N) 52.25 �
�
EX PG&E TOWER TO
REMAIN (TYP)
EX SDCB 6317
18" INV IN (N) 55.02
18" INV IN (S) 55.07
18" INV OUT (E) 54.92
/ EX is· SD)
EX SDCB 6314
TC 59.64
70.7 18" INV THRU (S) 55.19
l!i+--'=''-----+I EX WALL TO �EMAIN
75.6 X
X
(110± LF)
X 69,4
X
72.7 ✓�
6;�
70.4x
71.5 X
EX FENCE TO
\ REMAIN ( 445± LF)
76.1 75.5
70.0 X
69.9 X
X 75.8
X
69.6 X
X
76.5 76.4X
in
r:"1"3:: N -...._,
X a:: 15.7
- NOTE
ALL EXISTING IRRIGATION PUMPS AND WELLS SHALL BE REMOVED.
LEGEND
EXISTING TREE TO BE REMOVED
EXISTING TREE TO BE PROTECTED
X
67.1 75.8
X
X
X 69.0
X
67.5 051-190-028
X
66.6 66.4
X
66.4 X
67.5 X
EXISTING VINEYARD TO BE REMOVED
67.2 X
66. 6 66.5
X
69.8 X
7. 4
X
X
67.6 X
68.5 X
69.9 X
70.8 X
71.8 X
67.J
X
67.4 X
X 70.2
EX OVERHEAD UTILITIES
TO BE UNDERGROUND
72.4 74,11,,
052-051-013
\.._ '------ "-
66.7 X
81.4 X
X
80.9 81.4
X
81.J
X
rn 80.J
i�
X
�\_J
X
81.0 66.8
X
80.4 67.JX
EX SS LATERAL TO BE/ ---4,---_____
_
X
77.J
REMOVED. EX HOME TO BE _:.�<-----------
X
70.2 X
735
74.2 75.9
X
76.4 -----
D TO PROPOSED SS ){r,----------------------
5½2
Y
x
72.7 X
71.8 72.5 y X
72.5 X
X
76.J
X
72.5 73.J
ii
N
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00 X
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76.4 X
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72.8 71.5 X
71.J
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71.J
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74.J \ \..:_
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t
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74.6 FRANK & TRF
x
OS 1 - ·1 90-027 .,
73.6 X
.D
X
72.7 72.4
X
70.4 X
X
69.7 ''
a,
X
75.8 75.2 X
69.9 X
·,
X \
69.2X
70.5 '
:9 1
\ ' X
70.2 \
69.7 X
\
69.4 X
68.4 X '
X 75.8
X
74.9 x
X '5. f
XI
75.J
X
74.6 76.9
X
76.6 X
0 os-1-190-021 76.J
X
X
74.5 I
I
74.4 X
I
X JJ.6
73.1 X
69.1 X
69.4 X
\
\ ___ __
\ X
71.6\ ---
X
\ 70.6
X \ X70.4
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69.6 X
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69.5 X
69.4 68.7 69.J
69.6 X
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70.5 69.6
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71.7 X
72.5 X
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78.5 72.
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78.8 X
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78.7 71.9
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71.9 X
78.7 X
71.5 79.J
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79.1 X
73.J
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TO REMAIN
74.JX 75.5 X
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78.8 X
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77.7 X
75.8 X
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VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
EXISTING CONDITIONS
VINEY ARD CROSSING
50 CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 50' DATE: AUGUST 2025
100 150
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CIVIL ENGINEERS • SURVEYORS • PLANNERS OF 13 SHEETS
H:\3705\ACADIPDPIC2.0-EXISTING CONDITIONS.DWG
B3
OAKLEY ROAD
HONEYNUT STREET
3841 39
OAKLEY ROAD
PHILLIPS LANE
PARCEL C
HONEYNUT STREET
PARCEL B
AMENITY
46 13
8 10
12 2118 23 25
27 35
37 2
42 44
31 29
11 13
16 20 22
5 33
4543
26 28
30 32
36 9
6 4
17 19 24
14 15
34 7
PARCEL M
PARCEL H
PARCEL I
PARCEL R
PARCEL J
PARCEL K
PARCEL S PARCEL T
PARCEL O
PARCEL Q
PARCEL N
PARCEL P
PARCEL L
PARCEL A
PARCEL E
PARCEL G
BRIGHT OAK LANE
BRIGHT OAK LANE
BRIGHT OAK LANE
GREENLEAF PLACE
ELDERBERRY PLACE
BUTTERCUP
LANE
MEADOW PLACE
OAK GROVE PLACE
OAK GROVE PLACE
BRIGHT OAK LANE
BRIGHT OAK LANE
47 48 49 50
51 57
60 61
6263
64 65
666768 52
53 54
55 56
7069 71
59 58
40 PARCEL F
(STORMWATER BASIN)
PARCEL D
(STORMWATER
BASIN)
H:\3705\ACAD\PDP\C3.0 PRELIMINARY SITE PLAN.DWG
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
VINEYARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 50'DATE: AUGUST 2025
150100500 CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
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ROSEVILLE
(925) 866-0322
(916) 788-4456
OF SHEETS
SHEET NO.
13 H:\3705\ACAD\PDP\C3.0 PRELIMINARY SITE PLAN.DWG
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
VINEYARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 50'DATE: AUGUST 2025
150100500 CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
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(925) 866-0322
(916) 788-4456
OF SHEETS
SHEET NO.
13 C3.0
PRELIMINARY SITE PLAN
UNIT MIX SUMMARY (EAST)
PLAN PLAN 1 PLAN 2 PLAN 3 UNIT COUNT % MIX
UNIT MIX SUMMARY (WEST)
PLAN A B C UNIT COUNT % MIX
PARCEL SUMMARYOPEN SPACE SUMMARY
TYPE AREA (SF) % MIX
B4
1 2345
7 8
9 10
11 12
15 16 17 18 19 20 21 22 23 24 25
26 27
28 2930
31 32
33 34
36 41 39 38
46 47 48 49 50
51 57
60 61
6263
64 65
666768
P 75.4 P 75.6 P 75.2 P 74.7
P 74.2
P 75.9
P 75.9
P 75.6
P 74.8
P 74.0
P 73.2
P 72.0 P 72.4 P 72.7 P 73.0 P 73.2 P 73.3 P 74.1 P 74.5 P 74.9 P 75.4 P 75.9 P 76.3 P 75.7 P 75.2 P 74.7 P 74.4
P 76.0
P 71.5
P 71.1 P 71.3
P 71.2 P 71.5
P 73.8 P 73.1
P 73.9 P 73.6 P 73.0
P 75.7
P 75.5
P 75.2
P 74.9P 73.5
P 73.7
P 73.2
P 73.0
P 73.5
P 73.6
P 73.1P 73.6P 74.5
6 P 75.5
42 P 75.5
43 P 75.0
44 P 74.6
45 P 74.1
35 P 73.3
37 P 73.6
52 P 75.5
53 P 75.5
54 P 74.5
55 P 73.5
56 P 72.5
7069
P 76.3 P 75.7
71 P 75.2
59 58
P 71.0 P 70.8
13 P 72.5
14 P 72.8
PHILIPS LANE
P 74.0
B
B
M
MJ
J
I I
N
N
P P
A2
A2
D D
E E
D D
F
F
K K
O
O
BRIGHT OAK LANE
BRIGHT OAK LANE
BRIGHT OAK LANE
GREENLEAF PLACE
ELDERBERRY PLACE
BUTTERCUP LANE
MEADOW PLACE
OAK GROVE PLACE
OAK GROVE PLACE
BRIGHT OAK LANE
BRIGHT OAK LANE
PARCEL B
(AMENITY)
PARCEL M
PARCEL A PARCEL L
PARCEL J
PARCEL O
PARCEL K
PARCEL P
PARCEL N
PARCEL R
PARCEL I
PARCEL Q
PARCEL S PARCEL T
PARCEL E
PARCEL C
PARCEL D
(STORMWATER
BASIN)
PARCEL F
(STORMWATER BASIN)
40 P 74.0
C C
H H
F
F
PARCEL G
HONEYNUT STREET
PARCEL H
A1
A1
L
L
G
G
EARTHWORK SUMMARY
DESCRIPTION CUT FILL
H:\3705\ACAD\PDP\C4.0-PRELIMINARY GRADING.DWG
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
VINEYARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 50'DATE: AUGUST 2025
150100500 CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
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(925) 866-0322
(916) 788-4456
OF SHEETS
SHEET NO.
13 C4.0
PRELIMINARY GRADING
R
R
S
S
Q Q
B5
AD 10.8
FL 10.1
HP 11.0
AD 10.5
FL 9.9
HP 11.8
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SCALE: 1" = 10'
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I
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SCALE: 1" = 10'
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.RW 10.38
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BUBBLE UP
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SCALE: 1" = 10'
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--.,�
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SCALE: 1" = 10'
2'
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VIEW FENCE
5'
SW
SECTIONH
SCALE: 1" = 10'
LOT
WOOD FENCE
SECTION L
3: 1 MAX
SCALE: 1• = 10'
3.2'-4.6' MAX
RETAINING WALL
LL
PARCELM
PARCEL A
±
I a m•c
I
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SECTIONM
SCALE: 1" = 10'
PL
I
I
I
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SCALE: 1" = 10'
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3: 1 MAX
PARCELC
VARIES
TOWER CORRIDOR
SECTION A2
SCALE: 1" = 10'
LL
1'
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2'
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LL DAYLIGHT
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I
I
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DAYLIGHT
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SCALE: 1" = 10'
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LOT
I
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LL
36'
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---
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LOT64 PARCELP
I
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SECTIONP
SCALE: 1" = 1 O'
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
PRELIMINARY GRADING DETAILS
VINEY ARD CROSSING
0 50
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
100
SCALE: 1" = 50' DATE: AUGUST 2025
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150 CIVIL ENGINEERS • SURVEYORS • PLANNERS OF 13 SHEETS H:\3705\ACAD\PDP\C'A.1-PRELIMINARY GRADING DETAILS.DWG
B6
LOT29 PL ELDERBERRY
PLACE
PL PARCELB
AMENITY BUILDING
PL DAYLIGHT
I
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PG&E PARCEL
APN: 051-190-021
PL LOT30
DAYLIGHT
I
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------
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B B B§ § B
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SECTION Q-Q
SCALE: 1" = 20'
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
PRELIMINARY TRUE
CROSS SECTIONS
VINEY ARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 50' DATE: AUGUST 2025
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SAN RAMON • (925) 866-0322
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SHEET NO.
C5.0
0 50 100 150 CIVIL ENGINEERS • SURVEYORS • PLANNERS OF 13 SHEETS H:\3705\ACAD\PDP\C5.0-PRELIMINARY GRADING DETAILS.DWG
B7
SUBDIVISION
BOUNDARY
SUBDIVISION
BOUNDARY
I
PARCELM
PARCEL C
PL
LOT62
PL
PL
LOT 21
LOT 34 PL
LOT48
LOT 35 PL
PL
PL BIGHT OAK PL
LANE
PL MEADOW PL
PLACE
LOT61 PL
BRIGHT OAK
LANE
LOT 36
PL
PL
SECTIONR-R
SCALE: 1" = 20'
LOT71
LOT58
SECTION S-S
SCALE: 1" = 20'
PL
PL
LOT 30
LOT 37
OAK
GROVE
PLACE
PL LOT 31 PL
PL PARCEL PL OAKLEY
LOT66
PL PL
K ROAD
PL BUTTERCUP PL
LANE
SUBDIVISION
BOUNDARY OAKLEY
I
ROAD
LOT 32 PL
LOT65 PL
0 50
LOT 33
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
PRELIMINARY TRUE
CROSS SECTIONS
VINEY ARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 50' DATE: AUGUST 2025
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100 150 CIVIL ENGINEERS • SURVEYORS • PLANNERS OF 13 SHEETS H:\3705\ACAD\PDP\C5.1-PRELIMINARY GRADING DETAILS.DWG
B8
SUBDIVISION BOUNDARY PL
I
I
I
I
LOTll
D DD
PL BRIGHT OAK
LANE
PL PARCELF
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1 -_I _ I_J�D 1�_, 1 _ _ ill ill 1�1 73.d..!_ ill ill ill ill�D; 73-0; 11 _U :11 _I ill ill _I _ _ _I J1 1.5' MAx--_ 1111111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111
111-
111111-11 ,I 11-111-111-111-R ETAINING WALL 11-111=1 I l= I I I-I'' 1-111-111-111-111-111-111-111-111-111-111-.. 111- 111-111-111-111-11 I-I I I-I I I-"' '" :111 111 111 11 1= 1 11=11 1=1 I i-i I I-I I ,_, ' ' 1- 1,,_,,,
SECTIONQ-Q
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 10'
0 50
CROSS SECTIONS
VINEY ARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 50' DATE: AUGUST 2025
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100 150 CIVIL ENGINEERS • SURVEYORS • PLANNERS OF 13 SHEETS H:\3705\ACAD\PDP\C52-PRELIMINARY GRADING DETAILS.DWG
B9
SUBDIVISION
BOUNDARY
I
I
I
I
I
I
SUBDIVISION
BOUNDARY
I
I
I
PARCELM
PARCEL C
PL
PL LOT 21 PL BRIGHT OAK
LANE
PL LOT 30 PL LOT 31
LOT48
--
B B f-----------,�
LOT 35 PL
m
LOT 36 PL LOT 37 PL p ARCEL PL OAKLEY
K ROAD
□ □□□□� □
B □□□□ B,.1111;==,i
□ ll=$,�=jj □
PL
LOT61
BIGHT OAK PL
LANE
-------- ---- ----
PL
88 88
BB B [
SECTIONR-R
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 10'
LOT71
88 88
LOT58
jB B 8
PL
PL OAK PL PL
GROVE
PLACE
LOT66
2%
SUBDIV1SION
PL BUTTERCUP PL
LANE
BOUNDARY OAKLEY
I ROAD
I
I
I
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2% -'" ,...,,_ I
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SECTION S-S • " • ,'<,,��)'};5:>§>�W�/"" '
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 1 O'
PL LOT 32 PL
LOT65 PL
88 88
BB Bj
LOT 33
LOT62
B
PL LOT 34 PL
PL MEADOW PL
PLACE
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
PRELIMINARY ENGINEERED
0 50
CROSS SECTIONS
VINEY ARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 50' DATE: AUGUST 2025
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C5.3
100 150 CIVIL ENGINEERS ■ SURVEYORS • PLANNERS OF 13 SHEETS H:\3705\ACAD\PDP\C5.3-PRELIMINARY GRADING DETAILS.DWG
B10
OAKLEY ROAD
PHILLIPS LANE
HONEYNUTSTREET
PARCEL D
(STORMWATER
BASIN)
PARCEL M
PARCEL J
PARCEL H
PARCEL O
PARCEL K
PARCEL N
PARCEL P
PARCEL B
(AMENITY)
PARCEL I
PARCEL E
PARCEL TPARCEL SPARCEL R
PARCEL G
PARCEL Q
PARCEL A
PARCEL LBRIGHT OAK LANE
GREENLEAF PLACE
BRIGHT OAK LANE
BRIGHT OAK LANE
ELDERBERRY PLACE
BRIGHT OAK LANE
BRIGHT OAK LANE
BUTTERCUP LANE
OAK GROVE PLACE
BOT 63.5
PARCEL C
MEADOW PLACE
12345
7 8
9 10
11 12
15 16 17 18 19 20 21 22 23 24 25
26 27
28 2930
31 32
33 36
41 39 38
46 47 48 49 50
51 57
60 61
6263
64 65
666768
6 42 43 44 45
35 37
52 53
54 55
56 7069 71
59 58
13 14
40 34
PARCEL F
(STORMWATER BASIN)
BOT 60.5
BUILDING
TYPICAL UTILITY LOCATIONS
ADU
H:\3705\ACAD\PDP\C6.0-PRELIMINARY UTILITY.DWG
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
VINEYARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 50'DATE: AUGUST 2025
150100500 CIVIL ENGINEERS SURVEYORS PLANNERS
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13 H:\3705\ACAD\PDP\C6.0-PRELIMINARY UTILITY.DWG
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
VINEYARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 50'DATE: AUGUST 2025
150100500 CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
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OF SHEETS
SHEET NO.
13 C6.0
PRELIMINARY UTILITY
B11
56.5 X
EX 18" SD
56.6 X
x58.2
\�
1�4
E-<
CZl
E-<
X
58.6 .. D ... .-.-.-··:---_. ..
66. :
X
14 < 7
X
13 X
69.3 ...... ............... , ....... . ..
7.4 X
..,,._
56.9 X
X
67.5 X
51.2 56.8
X
56.6 X
66.7 X
67.2 X X
SI Q
X
67.2 51.0
X
LEGEND
18 12 X
71.5 X
X
72.7 11
5 •
DRAINAGE MAINTENANCE AREA
- - - - DRAINAGE MAINTENANCE AREA BOUNDARY
X
74.8 X
SD
69.2 X
!"a
�
......1
6 X
76.8 X
18\
75.3 X
X
7ZJ
19 �
65.J
X
20 BRIGHT OAKLANE PARCEL A
18 SD
----------
BOT63.5
WATER EL. 69.7 ---..... '-
PARCEL F
18 SD
(STORMW ATER BASIN)
67 5
---------
�
21 81.4
X
X
67.3 X
16.9 7,
X
xi
15" SD
� " µ...
i 55
X
7ZJ
18 SD
---2 8'---ls ; � _, ____ _ - . 5" SD PARCELB
.. (AMENITY)
73' ·.·!". ==jf'!_ S ----
X
7 '
GREENLEAF PLACE PARCEL E 6l �
[r;:-)-
4 6-
lZIx
----s:::7,---:::D
__....
MA-2
;;;;;:-----r,.--�7�� i
t--"""""--�-1----.:::a..----i X
71.8 32 x
0 � 40 394 3&
.: 70.2 .,
(/)
co
X
7, 5
75.8 X
67.2 .6 66.5
67.3 X
44 45
67.6 67.4
X X
55 BRIGHT OAK LANE
\ 2
�
(
69.9 70.2 :: X X :►==='==tt:
1 /
10.8 X
71.8 ;5" SD 33
34 35 I
36 /
72.5 37
X
X
•:< _.,,-PARCELK...
15.9 X X
76.4 16.3
052-051-01��
DRAINAGE TOTAL TOTAL
MANAGEMENT AREA TOTAL AREA IMPERVIOUS PERVIOUS
(DMA) (SF) (SF)
DMA 1 383,743 201,915 181,828
DMA 2 368,222 178,158 190,064
DMA 3 (SOUTHWEST) 18,219 15,828 2,391
SR 1 {NORTHWEST) 52,606 0 52,606
72.5 27 71.5
X
10.4 X
72.5 73
X
2�8
/�
x74.4
71.3 X
70 7
I
PARCEL D
• (STORMWATER 1 '
73.3 X 14.f BASIN) t
14.3 • soT'ad.s �
X
X WATER EL.67.1
14.6 14.5 I 11
052-190-027
♦
X
12.7 X
I 7' X
74.0 I 73.6 72.4 71.5 X X X
OAKLEY ROAD PARCEL S
X
76.4 + x16.5 X
75.1 PROVIDED
TREATMENT TREATMENT
AREA TYPE
(SF)
12,885* STORMWATER
BASIN
16,815' STORMWATER
BASIN
IN-LIEU -
TREATMENT
- SELF-RETAINING
IIMP 11 INTEGRATED MANAGEMENT PLAN (STORMWATER BASIN) SR 2 (NORTH CENTRAL) 37,970 0 37,970 - SELF-RETAINING SR 3 (NORTHEAST) 28,396 0 28,396 - SELF-RETAINING
*NOTE:
PROVIDED TREATMENT AREA IS CALCULATED USING THE U.S. ARMY CORPS OF ENGINEERS HEC-HMS PER CCCFCWCD GUIDANCE. SEE PRELIMINARY DRAINAGE REPORT PREPARED BY BALANCE HYDROLOGICS, INC. DATED DECEMBER 2024 FOR CALCULATIONS.
76.4 X
X
/
EX PG&E
TOWER (TYP)
75.1 X
74.9 X
75.3 X
74.6 X
X
15.8 o5 ·1 - fgo-021
16.6 X
69.9 X
69.2 X
X lJ.6
X
70.3 70.2
X
69.4 X
68.7 X
11.6 73.1
X
X
X
70.6 x 70.4
/�----
X
69.5 X
69.5 X X
69.2 69.4
68.6 69.3
X X
X
�
I
LJ
70.4 X
... •· ..
EX PG&E
TOWER (TYP)
"-
�---
X
46 5 4 4' 15 5 50 ;
78.7 .... ·······.J ..
4.3 I
11.8 : I
I I
I
I 72.4
I I
I
I •• • PARCEL :- I 0(
'
PARCEL L BRIGHT OAK LANE
15" SD
.. .. ............... ............... ............... ··.\: ..
BUTTERCUP LANE
. :t. ::. :. :::::·:.\·::: • •
:o.4
�
11. 2.6
X
79.3 79.f X X
78,5 IX
.,
,,
! ,,..·-
18 SD . .. . ··� ..
\ 75.2
5�
15" SD '
75.9 (l
• •••• PAflCEL Q
X
76.2 ::_t.-1.,..,._5
--+
-----1 I
• X �
0 (/) 52 16.4
co X
X - X
16.5 53 16.1
0 ��a
72.6 X
X
73.4 73.1
X
75.6 , X
0 16.5
X
76.4 73.2
X
7J.J
X
75.7 X
X
77.4 69.5
X
PARCELP 62 \
' X
'
69.7 '
� '\
69.6 X
69.6 X
69.1 X
X
69.1 X
68.2 67.6
X
X
70.5 70.7
X
X
71.4 70.5
X X
71.4 72.5
X
71.7 X
X
66.6 --052-051 -oos 65.5 x
X
«'
11.7 X
12. X
72.5 X
X
72.4 72.3
X
PARCEL T
18 SD
X 67.4
64.0 X
)
(
X
71.5 '.•
:)·8
.. X
...:
55 74.3
X
75.7 X
MEADOW PLACE
60 70 3 61
X C.
X
69.5 59
OAK GROVE PLACE
X
71.1 11.3
::i2-os ·1 -oas
) ) ) /' � �
X
X
70.6 10,5 ◊
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
STORMWATER CONTROL PLAN
0 50
VINEY ARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
100
SCALE: 1" = 50' DATE: AUGUST 2025
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SHEET NO.
C7.0
150 CIVIL ENGINEERS • SURVEYORS • PLANNERS OF 13 SHEETS H:\3705\ACAD\PDP\C7.0-PRELIMINARY STORMWATER CONTROL PLAN.DWG B12
OAKLEY ROAD
PHILLIPS LANE
HONEYNUT STREET
PARCEL G
PARCEL J
PARCEL R
PARCEL K
PARCEL D
PARCEL C
PARCEL H
PARCEL S
PARCEL M
PARCEL T
PARCEL Q
PARCEL OPARCEL N
PARCEL I
PARCEL A
PARCEL B
PARCEL P
BRIGHT OAK LANE
BRIGHT OAK LANE
BRIGHT OAK LANE
BUTTERCUP LANEGREENLEAF PLACE
BRIGHT OAK LANE
BRIGHT OAK LANE
OAK GROVE PLACE
12345
7 8
9 10
11 12
15 16 17 18 19 20 21 22 23 24 25
26 27
28 2930
31 32
33 36
41 39 38
46 47 48 49 50
51 57
60 61
6263
64 65
666768
6 42 43 44 45
35 37
52 53
54 55
56 7069 71
59 58
13 14
40 34
PARCEL F
PARCEL L
PARCEL E
C8.0
NOTES:
LEGEND & ABBREVIATIONS
MEADOW PLACE
OAK GROVE PLACE
ELDERBERRY PLACE
150100500 CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
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CIVIL ENGINEERS SURVEYORS PLANNERS
SAN RAMON
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ROSEVILLE
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(916) 788-4456
H:\3705\ACAD\PDP\C8.0-SIGNING & STRIPING.DWG
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
VINEYARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 50'DATE: AUGUST 2025
CIVIL ENGINEERS SURVEYORS PLANNERS
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ROSEVILLE
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(916) 788-4456
OF SHEETS
SHEET NO.
13 PRELIMINARY SIGNING
AND STRIPING PLAN
VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
B13
ll•
1.6 .2
56.8 X
56.6 X
i.9
E-
�
E-
E-
�;
4 I
I
X
66.6 68.9
PARCELG
•
•
• 1'1-l
.,_:i
.o
.. .o
.. •
..
✓ 66.1 "
•
PARCELi
:!_ 6?
X
67.2 51.0
X
LEGEND
e WEST PARCEL STREET PARKING SPACE
e EAST PARCEL STREET PARKING SPACE
�
GARAGE PARKING
� DRIVEWAY PARKING
; ; �I
�
CITY OF ANTIOCH CONTROLLED 25'
; � SIGHT TRIANGLES PER CITY OF
#; __ I ANTIOCH ORDINANCE 9-5.1101
I •
25 ' K APPARENT CURBLINE INTERSECTION
------ CITY OF ANTIOCH NON-CONTROLLED 50'
SIGHT TRIANGLES PER CITY OF ANTIOCH
ORDINANCE 9-5.1101
65.4 1..------' X
•
'
•
•
'
'
•
65.JX
X
75.4 74.8 75.4 PARCELC_
• •
X X
• • • •
BRIGHT OAK LANE
76.6 X
• •
I' .,. 'I' .. .,. .. .. .. ..
rt', _·f
PARCELF
F
� ·•
�,
GREENLEAF PLACE PARCEL E
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J. ,--I'll �
•• 41 1 •.•. "
•·· C
4JN-, ..
N ''" �--: ..
II II \1 \1 0v
r?-
rl - 0v " V 40 39
LJ
- �
111
-
n
I 43
'IV pl
44,
w- \1
I A A
• • •
\ I
•
BRIGHT OAK LANE
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a
I
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74.J
x 6Z0
X
73.2 • •
c.m.o
X
EX 7.9,*E
TOWER \'M')
• •
X
X 14./
FRANK & TRF
•
•• 1!!€a-r;=:r::::31' X
_1
8 74
/052-051 -027
6'
PARCELJ 6' MASONRY WALL
PARKING SUMMARY (WEST)
PARKING COUNT
GARAGE 90
DRIVEWAY 130
STREET 54
74,1!,
MASONRY
WALL
I
75.9 X
76.4 X
76.J
X
76.4 + x16.5
73.6 X
+
72.7 72/ 71.5
X
PARKING SUMMARY (EAST)
PARKING COUNT
GARAGE 104
DRIVEWAY 0
. ' .
' '
7 77.2
X
76.4 X
X
75.4 75.7 X
X
75.8 • •
X 75.8
X
74.9 75.J
X
X 75.1
X
74.6 X
76.4 X
76.7 X
75.6 X 0
76.9 PARCELN
76.6 \_
1 \
')
•
--
46 47
. -�·· .
69.4 BRIGHT OAK LANE PARCEL L
•. ::::::. ::::::: :::-1 ::::::::. ::1: ::::::::. ::::::. ::::::::.��-: ::::::. ::::::::. ::."•,:.;,::: .•• ,, I
PARCELD
\''
73.1 X lJ.6 X
70.2 69.9
X
69.2 X
X
69.1 69.4
X
X
70.J
69.6 X
71.6 X
X
70.6 X 70.4
10------
x
69.5 �
X
X
69.5 X
69.2 69.4
68.7 68.6 ,.o.,
_x_051-J90-02J
10.4 X
69.6 X
69.5 X
---.: / PARCELP:
69.6 X
70.1 X
71.4 69
68 64
72. X
\
69.1 X
70.5 X X
71.4 72.5
X
72.5 X
''
X
69.1 \
I X fiR '}
I PARCELS
67.6 X
67.2 \\
11.7 X
PARCELR
72.4 72.J
X
X 67.4
64.0 X
70 71
67 BUTTERCUP LANE
63 MEADOW PLACE
60 59
OAK GROVE PLACE
--- ----
0 50
LJ
70.4 X
X PG&E
T_OWER (TYP)
X 71.5
I
I
71.8 (oJ
•••· PARCELO
J4.8
h
I
,. 15.9
I
0 I ••••
7k_5
.. 6' MASONRY
WALL
/D.
75.4 �
(
(
X 76
76 I ••• I
! ••• PARCELQ
I
I -i
•••· I
72.6 l.,i �
•·•· :I 11.4
"
X
..
□ C,
X
70.5 VESTING TENTATIVE MAP FOR
CONDOMINIUM PURPOSES
PARKING PLAN
VINEY ARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
SCALE: l 11 = 50' DATE: AUGUST 2025
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100 150 CIVIL ENGINEERS
SAN RAMON ■ (925) 866-0322
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• SURVEYORS • PLANNERS
SHEET NO.
C9.0
OF 13 SHEETS
H:\3705'ACAD\PDP\C9.0-PARKING PLAN.DWG
B14
i.6
56.8 X
56.6 X
).9
X
PARCELH
-J.66.7
X
67.2 I
I
X
66.6 X
61.9 •
•
!
.g
• ::i:
,r:l:l
.. 38'
49'
.. •
•
65.4 X L--------'
65.J
X
-:-:-:-:-: :-.75.J :-:-:-:-· .•.•. -:-:-:-:-: :-:-:-:-: :-:-:717:-: :-: .•.• .• •••• ...,_ __ _
---------
l.���66.lx
�
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:-:-:-: :-:-::-:-:-:-:-:-:-· .· ;�:-:-:::::-: :-·-·. -:-·.-:: •• -:-:-:-:-:-:--:u:r--:-·-:-·.-.·. • • X
73.2 74.8
X
75.4 X
_____ PARCEL C __
76.6 ,,__ ____
EX �*E
TOWER (r,i/p)
•
>
•
• •
18 • •
BRIGHT OAK LANE
PARCELF
X
GREENLEAF PLACE PARCEL E
•
>
>
•
42 ca,.,,
PARCELJ
40 • • •
BRIGHT OAK LANE
• • •
6' CMU WALL
•
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0,..,
• • • •
PARCEL A
•
, 38'
•
•
6' CMU
WALL
I
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74.5 I
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,.,,
os ·1 - ·1 90-027 +
X
72.7 �PARCE LK
73.6 72.4
X X
X
71.5 X
• • •
71.J
X
' '
7 77.2
X
PARCEL D
75.7 X
X
X
75.4 75.8
• •
69.9 X
69.2 74.6
X
76.4 X
76.7 x 75.B X
75.6 X
PARCELN
74.9x
75.J
76.6 \_
1\ X)
X
X 75.f
X
7A 7
71.6 69.6
X
73.1 X
X
X
70.6 X 7a4
10------
x
69.5 X
69.5 69.4
X X
69.2 68.7 68.6 fi.Q .,
-..__x_0S 1-1 90-021
69.5 X
X
69.4 X
70.4 X
46 47
BRIGHT OAK LANE gi PARCEL L
69 70 71
68 67
BUTTERCUP LANE
63 62
\
69.6 X
70,;
PARCELP:
70.7 X
' X
69.6 X
'
69.7 \
69.1 X
70.5 X
' '
X
69.1 \
x FiR?
PARCELS
X
71.4 71.7
71.4 X
X
72.5 X
MEADOW PLACE
72.5 X
60 61
72.5 X
X
72.4 58
72.3 X
69. 70.4
X
X PG&E
Tf)WER (TYP)
29'
X 71.5
7 8
72.4 I . . • I
I .J
··:PARCEL O
75.9 *
72.6 (
(
X 76
76 LEGEND
e WEST PARCEL STREET PARKING SPACE
e EAST PARCEL STREET PARKING SPACE
� GARAGE PARKING
� DRIVEWAY PARKING
,/LI ""' cc moo, ,.,rn�""''
# "' SIGHT TRIANGLES PER CITY OF
# # _ _ I ANTIOCH ORDINANCE 9-5.1101
I 25' K APPARENT CURBLJNE INTERSECTION
CITY OF ANTIOCH NON-CONTROLLED 50' - - - - - - SIGHT TRIANGLES PER CITY OF ANTIOCH ORDINANCE 9-5.1101
70.5 X PARCEL R
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51.0 X
R/W
FC
5• 4.5' I • 8'
PUE � PARKING
19'
1,.
LANE
49'
CL/CROWN
11'
LANE
NOT TO SCALE
19'
R/W R/W 41'
FC
8' • I 4.5' 5•
PARKING I-s-w---P-UE
_,
I I
5• 4.5· I • 8'
,__PU�E
-'--
s-w
-'
PARKING
I
FC CL/CROWN
19' 11'
.,_
SECTIONB-B
41' TYPICAL PRIVATE STREET
NOT TO SCALE
75.9 X
76.4 FC
R/W
X
X 76.4
76.J
+ x16.5
R/W
X
7.'i 7
40'
CL CROWN PUE, PAE, EVAE
SECTIONC-C
40' TYPICAL PRIVATE STREET
NOT TO SCALE
X 67.4
67.6 X X
64.0 X
PARKING SUMMARY (WEST)
R/W PARKING COUNT
GARAGE 90
DRIVEWAY 130
STREET 50
PARKING SUMMARY (EAST)
PARKING COUNT
GARAGE 104
DRIVEWAY 0
0 X
70.5 VESTING TENTATIVE MAP
STREET WIDENING EXHIBIT
VINEY ARD CROSSING
CITY OF ANTIOCH CONTRA COSTA COUNTY CALIFORNIA
SCALE: l" = 50' DATE: FEBRUARY 2025
SHEET NO.
cbg
SAN RAMON ■ (925) 866-0322
C9.0
ROSEVILLE ■ (916) 788-4456
WWW.CBANDG.COM
50 100 150 CIVIL ENGINEERS ■ SURVEYORS ■ PLANNERS OF 13 SHEETS H:\3705\ACAD\EXHIBITS\ROAD WIDENING CONTRAINTS\ROAD WIDENING EXHIBIT.DWG B15
•
9 l
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LEGEND
< NVla
PLAN 2
,_,.,,
YDOS
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• •
•
1. RECREATION CENTER
2. RECREATION POOL
,oo,
7 ,oo,
3. ADA AND GUEST PARKING
4. EXISTING DRIVEWAY
5. EXISTING OAK
6. EXISTING VINEYARD
7. RESIDENTIAL UNITS
8. EXISTING FARM HOUSE
9. EXISTING ASPHALT TRAIL
10. ENTRY MONUMENT
6 ·-·
~"
11 12.
13. 14.
15. 16.
17. <NV1'
ADIJ2 COO,,
I
•
•
•
•
•
•
•
•
•
•
.. ... ... ... ..
l
l
! 7 "
> "
'
!
DETENTION BASIN
•
•
ACTIVITY LAWN AREA WITH
PARK BENCHES, DOGIPOT
WASTE SYSTEM, BIKE RACK
CHILDREN'S PLAY AREA
WITH SEATING AREAS AND
PARK BENCHES
SPINE ROAD
ALLEY WAY
EXISTING FENCE TO REMAIN
DECOMPOSE GRANITE TRAIL
::::! ::::::: :::::::::(_£E
6 '
15 •
I I I I
I
�TREE PLANTING LEGEND
SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS QTY '
PERIMETER STREET AND ENTRY TREES
I
<)
QUERCUS AGRIFOLIA 36" BOX L 36 COAST LIVE OAK 3"-4" CALIPER I
STANDARD
@
ARBUTUS 'MARINA' 48" BOX L 42 MARINA STRAWBERRY TREE 4" CALIPER
STANDARD
INTERIOR STREET TREES
<ii
ULMUS WILSONII 'PROSPECTOR' 24"-36" BOX L 7i
PROSPECTOR ELM 2"-3"
CALIPER
•O
QUERCUS TOMENTELLA 24"-36" BOX L 36
ISLAND OAK 2"-3"
CALIPER
LAGERSTROEMIA INDICA 'NATCHEZ' 24" BOX L 3
NATCHEZ CREPE MYRTLE 2"CALIPER
MULTI
PARK ACCENT TREES
(j
ULMUS WILSONII 'PROSPECTOR' 24"-36" BOX L
PROSPECTOR ELM 2"-3"
CALIPER
0 GINKGO BILOBA 24" -36" BOX M 6 'PRINCETON SENTRY' 2"-3" CALIPER
MAIDEN HAIR TREE
EASEMENT/ OPEN SPACE LANDSCAPE
-
CERCIS OCCIDENT ALIS 24" BOX VL 18 WESTERN REDBUD 2" CALIPER I
0 GINKGO BILOBA 24" -36" BOX M
'PRINCETON SENTRY' 2"-3" CALIPER 26
MAIDEN HAIR TREE
j7
•O
QUERCUS TOMENTELLA 24"-36" BOX L
ISLAND OAK 2"-3"
,I CALIPER
TREE PLANTING LEGEND II
SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS lorv
TRADITIONAL - FRONTYARD ACCENT TREES
!9
0 MAGNOLIA GRANDIFLORA 15 GAL M
'LITTLE GEM' 1"-2"
LITTLE GEM SOUTHERN MAGNOLIA CALIPER
FARMHOUSE - FRONTY ARD ACCENT TREES
0 LAGERSTROEMIA INDICA 'NATC HEZ' 15 GAL L 8
NATCHEZ CREPE MYRTLE 1"-2"
CALIPER
CRAFTSMAN - FRONTYARD ACCENT TREES
0 GINKGO BILOBA 15 GAL M 13 'PRINCETON SENTRY' 1 "-2"
MAIDENHAIR TREE CALIPER
* CALIFORNIA NATIVE TREE ON THE TREE PLANTINJ LEGEND
PLANTING DESIGN NOTE:
============- 5 ,1====
DESIGN NOTE:
COMMUNITY PARKS SHALL BE DIRECTLY ACCESSIBLE FROM ADJACENT
SIDEWALK (S) VIA AN INTERRUPTED HARDSCAPED PATHWAY AT LEAST FIVE FEET WIDE.
-PRIVATE PARK DESIGNED WITH A DECORATIVE BARRIER FENCE, 42"H MAX, WITH TO CREATE SAFETY BARRIER BETWEEN PLAY AREAS. BENCH SEATING, PICNIC TABLE, AND 12" - 24" H BOULDERS ARE PROVIDED AT PLAY AREA
PERIMETER TO PROVIDE SEATING OPPORTUNITIES FOR SUPERVISING GUARDIANS.
-PLAY EQUIPMENT SHALL INCLUDE A COMBINATION OF SWINGING, BALANCING,
CLIMBING, SPINNING, SLIDING AND ROCKING COMPONENTS TO ACCOMMODATE INDIVIDUALS ACROSS THE NEEDS SPECTRUM.
-ALL NON-TURF ACTIVE PLAY AREAS SHALL BE UNDERLAIN BY SOFT GROUND
COVER SUCH AS MULCH, SAFETY PLAYGROUND MATS OR POURED IN PLACE RUBBER.
PERCENTAGE OF LANDSCAPE AREA
SHRUB AREA: TOTAL: 3.5 ACRE OR 154,975 SQ. FT
TURF AREA: TOTAL: .11 ACRE OR 5,202SQ.FT.
TOTAL LANDSCAPE AREA: 3.6 ACRES OR 160,177 SQ. FT
TOTAL SITE AREA: 14.6 ACRES OR 635,978 SQ. FT.
PERCENTAGE OF LANDSCAPE AREA PROPOSED: 25%
IRRIGATION NOTE:
LANDSCAPE PLANTING AREAS TO BE IRRIGATED USING THE MOST EFFICIENT FULLY
AUTOMATIC IRRIGATION SYSTEM AVAILABLE TO MINIMIZE RUN-OFF AND WATER WASTE.
NOTE:
-THE ENCROACHMENTS INTO THE N/S PG&E PROPERTY SUBJECT TO PG&E APPROVAL AND EASEMENTS.
-AUTOMATIC IRRIGATION CONTROLLERS SHALL BE INSTALLED TO ENSURE THAT LANDSCAPED AREAS WILL BE WATERED PROPERLY. BACKFLOW
PREVENTORS AND ANTI-SIPHON VALVES SHALL BE PROVIDED IN
ACCORDANCE WITH CURRENT CODE.
-SPRINKLER HEADS AND RISERS SHALL BE PROTECTED FROM CAR BUMPERS. "POP-UP" HEADS SHALL BE USED NEAR CURBS AND SIDEWALKS. THE
LANDSCAPE IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT RUN-OFF AND OVERSPRAY.
-LANDSCAPE IRRIGATION SYSTEMS SHALL UTILIZE RECYCLED WATER SYSTEM, IF AVAILABLE. IF RECYCLED WATER IS AVAILABLE, SALT-TOLERANT PLANT MATERIALS SHALL BE SELECTED.
-ALL IRRIGATION SYSTEMS SHALL BE DESIGNED TO REDUCE VANDALISM BY PLACING CONTROLS IN APPROPRIATE ENCLOSURES.
-ALL PLANT MATERIAL IS DROUGHT TOLERANT, MODERATE AND LOW WATER USE, ACCLIMATED TO THE LOCAL CLIMATE.
-TREES TYPES AND LOCATIONS HAVE BEEN CHOSEN FOR THERE
FORM AND STRUCTURE AND ARE IN SCALE WITH THE BUILDINGS AND
WILL PROVIDE SHADE OVER PAVING SURFACES AND PEDESTRIAN
GATHERING AREAS.
-TREES SHALL BE A MINIMUM OF 15 GALLON SIZE AND SHRUBS A MINIMUM OF 5 GALLON SIZE ON THE FRONT YARD TYP.
-SELECTED PLANTS WILL GROW TO MATURITY WITHOUT REGULAR CLIPPING OR PRUNING AT PATHWAYS, CURBS OR BUILDINGS.
-INORGANIC GROUND COVER IS NOT AN ALTERNATIVE FOR PLANT MATERIALS. IT SHALL COVER NO MORE THAN 35 PERCENT OF THE TOTAL LANDSCAPE AREA.
-ALL LANDSCAPE AREAS SHALL FOLLOW THE DESIGN CONCEPTS OF
3.6.6.1 MULCHED TO BE A MINIMUM DEPTH OF THREE INCHES.
-PLANT MATERIALS SHALL BE PLACED SO THEY DO NOT RESTRICT
ACCESS TO EMERGENCY APPARATUS SUCH AS FIRE HYDRANTS OR
FORE ALARM BOXES OR DISTURB OVERHEAD LINES OR
UNDERGROUND UTILITIES.
-ALL YOUNG TREES SHALL BE SECURELY STAKED WITH DOUBLE
STAKING AND/OR GUY-WIRES.
-THE LANDSCAPE DESIGN REQUIREMENTS IN STANDARDS 3.6.6.4.1 THOUGHT 3.6.6.4.4, ABOVE, SHALL BE APPLIED TO LANDSCAPED AREAS ALONG ARTERIAL, COLLECTOR AND LOCAL STREETS.
-ALL UTILITY APPURTENANCES SUCH AS TRANSFORMERS AND
GENERATORS THAT CANNOT BE UNDERGROUNDED OR LOCATED IN
SIDE OR REAR YARDS SHALL BE SCREENED WITH ONE OF THE
FOLLOWING:
DENSE, U-SHAPED SHRUBS OR PLANTINGS AT LEAST AS TALL AS THE UTILITY AND THAT DO NOT PREVENT ACCESS TO THE UTILITY.
ARCHITECTURAL STRUCTURES COMPOSED OF AT LEAST ONE MATERIAL
USED ON THE HOME AND THAT DO NOT PREVENT ACCESS TO THE
UTILITY
SCALE: 1" = 50' - O"
VINEYARD CROSSING Preliminary Landscape Plan Overall Concept Plan EB NORTH 0 50 100 150 200
EN VIRONME NTAL DE S IGN
SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
Brightsky I Antioch, CA I Aug 08, 2025 L-1 (949) 443-1446 B16
t7 0
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1 Oakley Road
PRIMARY ENTRY
LEGEND
1. ENTRY MONUMENT
2. 3.
4. RESIDENTIAL UNIT
CURB ADJACENT SIDEWALK
STREET TREES
5. DRIVEWAY
6. BACKYARD PATIO
7. FRONT YARD PATIO
VINEYARD CROSSING
Brightsky I Antioch, CA I Aug 08, 2025
3 0
•
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0 0
0 _.....-----��--- 5 )-J'--J...._.J..__i_-
3 5
SECONDARY ENTRY
TREE PLANTING LEGEND I
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I
I
I
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I
TREE PLANTING LEGEND
I
I
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I
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SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS jQTY SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS QTY
TRADITIONAL - FRONTYARD ACCENT TREES
lg
0 MAGNOLIA GRANDIFLORA 15 GAL M
'LITTLE GEM' 1 "-2"
LITTLE GEM SOUTHERN MAGNOLIA CALIPER
FARMHOUSE - FRONTYARD ACCENT TREES
0 LAGERSTROEMIA INDICA 'NATCHEZ' 15 GAL L 8
NATCHEZ CREPE MYRTLE 1"-2"
CALIPER
CRAFTSMAN - FRONTYARD ACCENT TREES
0 GINKGO BILOBA 15 GAL M 13 'PRINCETON SENTRY' 1"-2"
MAIDENHAIR TREE CALIPER
PLANT PALETTE NOTE:
* A SELECTION OF CALIFORNIA NATIVE PLANTS ARE HIGHLIGHTED IN THE
COMMUNITY PLANT PALETTE AND HAVE BEEN SELECTED FOR LOW WATER
USAGE, CONTRIBUTION TO LOCAL POLLINATOR SPECIES, AND LONG-TERM MAINTENANCE CONSIDERATIONS.
PERIMETER STREET AND ENTRY TREES
0 QUERCUS AGRIFOLIA 36" BOX
COAST LIVE OAK 3"-4" CALIPER
STANDARD
@
ARBUTUS 'MARINA' 48" BOX
MARINA STRAWBERRY TREE 4" CALIPER
STANDARD
INTERIOR STREET TREES
�
ULMUS WILSONII 'PROSPECTOR' 24"-36" BOX
PROSPECTOR ELM 2"-3"
CALIPER
0 QUERCUS TOMENTELLA 24"-36" BOX
ISLAND OAK 2"-3"
CALIPER
0 LAGERSTROEMIA INDICA 'NATCHEZ' 24" BOX
NATCHEZ CREPE MYRTLE 2"CALIPER
MULTI
PARK ACCENT TREES
(ij
ULMUS WILSONII 'PROSPECTOR' 24"-36" BOX
PROSPECTOR ELM 2"-3"
CALIPER
0 GINKGO BILOBA 24" -36" BOX
'PRINCETON SENTRY' 2"-3" CALIPER
MAIDEN HAIR TREE
EASEMENT/ OPEN SPACE LANDSCAPE
-
CERCIS OCCIDENT ALIS 24" BOX
WESTERN REDBUD 2" CALIPER
GINKGO BILOBA 24" -36" BOX
0 'PRINCETON SENTRY' 2"-3" CALIPER
MAIDEN HAIR TREE
0 QUERCUS TOMENTELLA 24"-36" BOX
ISLAND OAK 2"-3"
CALIPER
Preliminary Landscape Plan Entry Enlargements
L-2
I L 36
I L 42
L
71 L 3
L 3
L 7
M 6
VL r
M 26
I
L 17
I
ES
NORTH
SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
ALOE 'BLUE ELF' 1 GAL. 18" O.C. L
CALIFORNIA ALOE
ALOE STRIATA 'GHOST 5GAL. 18"O.C. VL
GHOST ALOE
AGAVE 'BLUE GLOW' 5GAL. 36"O.C. VL
BLUE GLOW AGAVE
* BACCHARIS PIL. 'TWIN PEAKS' 5 GAL. 6' O.C. L
BLUE GRAMA GRASS
* BOUTELOUA G. 'BLONDE AMBITION' 5
GAL. 30"O.C. L
BLUE GRAMA GRASS
CALAMAGROSTIS X ACUTIFOLIA 5 GAL. 30" O.C. L
'KARL FOERSTER'
KARL FOERSTER'S FEATER REED GRASS
* CAREX DIVULSA
BERKELEY SEDGE
1 GAL. 48" O.C. L
CHONDROP ETALUM TECTORUM 5 GAL. 36" O.C. L
SMALL CAPE RUSH
DIANELLA REVOLUTA 'BABY BLISS' 1 GAL. 18" O.C. L
BABY BLISS FLAX LILY
DIETES GRANDI FLORA 'VARIEGATA' 5 GAL. 30" O.C. L
STRIPED FORTNIGHT LILY
ELYMUS CON. 'CANYON PRINCE' 1 GAL. 36"O.C. L
CANYON PRINCE WILD RYE
* ELYMUS CON.
GIANT WILD RYE
1 GAL. 36"O.C. L
EUONYMUS JAPONICUS 5GAL. 30" o.c. L
'SILVER PRINCESS'
SILVER PRINCESS EUONYMUS
* FESTUCA IDAHOENSIS 1 GAL. 24"O.C. L
IDAHO FESCUE
FESTUCA MAIREI 1 GAL. 36" O.C. L
ATLAS FESCUE
* EPILOBIUM CANUM 5 GAL. 36"O.C. L
CALIFORNIA FUSCHIA
* GALVEZIA SPEC.' FIRECRACKER 1 GAL. 36"O.C. L
ISLAND SNAPDRAGON
HESPERALOE 'BRAKELIGHTS' 5 GAL. 30"0.C. L
BRAKELIGHTS RED YUCCA
ILEX VOMITORIA 'WILL FLEMING' 15 GAL. 30" O.C. M
WILL FLEMING YAUPON HOLLY COLUMNAR
LEUCOPHYLLUM FRUTESCENS 5 GAL. 60" O.C. L
'COMPACTA'
COMPACT TEXAS SAGE
LIGUSTRUM JAPONICUM 'TEXANUM' 5 GAL. 36" O.C. L
WAXLEAF PRIVET
LOMANDRA LONGIFOLIA 1 GAL. 36"O.C. L
'ARCTIC FROST
ARTIC FROST MAT RUSH
MUHLENBER GIA C. 'REGAL MIST' 5GAL. 36" O.C. L
PINK MUHLY
* MUHLENBERGIA RIGENS 1 GAL. 6' O.C. L
DEERGRASS
* PENSTEMON 'MARGARITA BOP'
FOOTHILL PENSTEMON
1 GAL. 36"O.C. L
NANDINA 'GULF STREAM' 5 GAL. 30"O.C. L
G. STREAM HEAVENLY BAMBOO
PENNISETUM MASSAICUM 1 GAL. 18" O.C. M
RED BUNNY TAILS
PODOCARPUS MACROPHYLLUS 15 GAL. 30" O.C. M
'MAKI' COLUMNAR
SHRUBBY YEW PINE
PRUNUS CAROLINIANA 'COMPACTA' 15 GAL 30"O.C. M
COMPACT CAROLINA CHERRY COLUMNAR
RHAPHIOLEPIS UMBELLATA'MINOR' 5 GAL 30"O.C. L
DWARF YEDDO HAWTHORN
ROSMARINUS OFFICINALIS 1 GAL. 48"O.C. L
'HUNTINGTON CARPET'
CREEPING ROSEMARY
* SALVIA CLEVELANDII
CLEVELAND SAGE
1 GAL 6' O.C. L
SALVIA GREGGII 1 GAL. 24"O.C. L
AUTUMN SAGE
SALVIA LEUCANTHA 5GAL. 36"O.C. L
MEXICAN BUSH SAGE
* SALVIA SPATHACEA 1 GAL. 24"O.C. L
HUMMINGBIRD SAGE
TEUCRIUM CHAMAEDRYS 1 GAL. 30"O.C. L
WALL GERMANDER
WESTRINGIA FRUTICOSA 5GAL. 36"0.C. L
'BLUE GEM'
BLUE GEM COAST ROSEMARY
WESTRINGIA FRUTICOSA 5GAL. 36"0.C. L
'MORNING LIGHT'
MORNING LIGHT COAST ROSEMARY
WESTRINGIA FRUTICOSA 'MUNDI' 5GAL 36"O.C. L
COAST ROSEMARY
XYLOSMA CONGESTUM 5 GAL. 60"O.C. L
'COMPACTA'
COMPACT SHINY XYLOSMA
YUCCA FILAMENTOSA 5 GAL. 36"O.C. L
'COLOR GUARD'
ADAM'S NEEDLE
SCALE: 1"= 10'-0"
0 10 20 30 40
EN VIRO NMENTA L DESI G N
SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
(949) 443-1446
B17
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COMMUNITY PARKS SHALL BE DIRECTLY ACCESSIBLE FROM ADJACENT SIDEWALK (S) VIA AN INTERRUPTED HARDSCAPED PATHWAY AT LEAST FIVE FEET WIDE.
-PRIVATE PARK DESIGNED WITH A DECORATIVE BARRIER FENCE, 42"H MAX, WITH TO CREATE SAFETY BARRIER BETWEEN PLAY AREAS.
BENCH SEATING, PICNIC TABLE, AND 12" - 24" H BOULDERS ARE PROVIDED AT PLAY AREA PERIMETER TO PROVIDE SEATING OPPORTUNITIES FOR SUPERVISING GUARDIANS.
-PLAY EQUIPMENT SHALL INCLUDE A COMBINATION OF SWINGING, BALANCING, CLIMBING, SPINNING, SLIDING AND ROCKING COMPONENTS TO ACCOMMODATE INDIVIDUALS ACROSS THE NEEDS SPECTRUM. -ALL NON-TURF ACTIVE PLAY AREAS SHALL BE UNDERLAIN BY SOFT GROUND COVER SUCH AS MULCH, SAFETY PLAYGROUND MATS OR POURED IN PLACE RUBBER.
T T
�TREE PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE WUCOLS QTY
PERIMETER STREET AND ENTRY TREES
3J
0 QUERCUS AGRIFOLIA 36" BOX
COAST LIVE OAK 3"-4" CALIPER
I
STANDARD
@
ARBUTUS 'MARINA' 48" BOX L 4 MARINA STRAWBERRY TREE 4" CALIPER
STANDARD
INTERIOR STREET TREES
�
ULMUS WILSONII 'PROSPECTOR' 24"-36" BOX L 71 PROSPECTOR ELM 2"-3"
CALIPER
0 QUERCUS TOMENTELLA 24"-36" BOX L 3
ISLAND OAK 2"-3"
CALIPER
LAGERSTROEMIA INDICA 'NATCHEZ' 24" BOX L 3 NATCHEZ CREPE MYRTLE 2"CALIPER MULTI
PARK ACCENT TREES
�
ULMUS WILSONII 'PROSPECTOR' 24"-36" BOX L
PROSPECTOR ELM 2"-3"
CALIPER
0 GINKGO BILOBA 24" -36" BOX M 6 'PRINCETON SENTRY' 2"-3" CALIPER MAIDEN HAIR TREE
EASEMENT/ OPEN SPACE LANDSCAPE
-
CERCIS OCCIDENT ALIS 24" BOX VL
r
WESTERN REDBUD 2" CALIPER
GINKGO BILOBA 24" -36" BOX M
0 'PRINCETON SENTRY' 2"-3" CALIPER 26
MAIDEN HAIR TREE
I 0
QUERCUS TOMENTELLA 24"-36" BOX L ISLAND OAK 2"-3"
CALIPER
ii
TREE PLANTING LEGEND II
SYMBOL BOTANICAL/ COMMON NAME SIZE WUCOLS IQTY
TRADITIONAL - FRONTYARD ACCENT TREES
19 0
MAGNOLIA GRANDIFLORA 15 GAL M 'LITTLE GEM' 1"-2"
LITTLE GEM SOUTHERN MAGNOLIA CALIPER
FARMHOUSE - FRONTY ARD ACCENT TREES
0 LAGERSTROEMIA INDICA 'NATCHEZ' 15 GAL L
NATCHEZ CREPE MYRTLE 1 "-2"
CALIPER
CRAFTSMAN - FRONTYARD ACCENT TREES
0 GINKGO BILOBA 15 GAL M 13 'PRINCETON SENTRY' 1 "-2"
MAIDENHAIR TREE CALIPER
PLANT PALETTE NOTE:
LEGEND
* A SELECTION OF CALIFORNIA NATIVE PLANTS ARE HIGHLIGHTED IN THE
COMMUNITY PLANT PALETTE AND HAVE BEEN SELECTED FOR LOW WATER
USAGE, CONTRIBUTION TO LOCAL POLLINATOR SPECIES, AND LONG-TERM MAINTENANCE CONSIDERATIONS.
1 2.
3. 4.
5. 6.
7. 8.
9. 10.
11 .
12. RECREATION BUILDING
REC CENTER RESTROOM
EXISTING VINEYARD
SHOWERS
LEASING OFFICE
POOL FENCE AND GATES
CHASE LOUNGES
ADA AND GUEST
PARKING
2-5 YR. AND 5-12 YR.
CHILDREN'S PLAY
FIRE TABLE LOUNGE
SEATING
TABLES SEATING
LOUNGE CHAIR SEATING
13. 14.
15. 16.
17. 18.
19. 20.
21. 22.
23. 24.
25. RESIDENTIAL UNITS
PUMP ROOM
RECREATIONAL POOL
POOL DECK PAVING
POOL FURNITURE
ENHANCED CONCRETE
UNIT PAVING
CURB SEPARATED
CONCRETE SIDEWALKS
BBQ COUNTER
GARAGE
TRASH ENCLOSURE
BIKE PARKING
BENCH SEATING
DECORATIVE FENCE-
42"H MAX.
SCALE: 1" = 16' - O"
VINEYARD CROSSING Preliminary Landscape Plan Rec Center Enlargement EB NORTH 0 16 32
Brightsky I Antioch, CA I Aug 08, 2025 L-3
SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
ALOE 'BLUE ELF' 1 GAL. 18" O.C. L
CALIFORNIA ALOE
ALOE STRIATA 'GHOST' 5 GAL. 18"0.C. VL
GHOST ALOE
AGAVE 'BLUE GLOW' 5 GAL. 36"0.C. VL
BLUE GLOW AGAVE
* BACCHARIS PIL. 'TWIN PEAKS' 5GAL. 6'0.C. L
BLUE GRAMA GRASS
* BOUTELOUA G. 'BLONDE AMBITION' 5 GAL. 30"0.C. L
BLUE GRAMA GRASS
CALAMAGROSTIS X ACUTIFOLIA 5GAL. 30" O.C. L
'KARL FOERSTER'
KARL FOERSTER'S FEATER REED GRASS
* CAREX DIVULSA
BERKELEY SEDGE
1 GAL. 48"0.C. L
CHOND ROPETALUM TECTORUM 5GAL. 36"0.C. L
SMALL CAPE RUSH
DIANELLA REVOLUTA 'BABY BLISS' 1 GAL. 18"0.C. L
BABY BLISS FLAX LILY
DIETES GRANDI FLORA 'VARIEGATA' 5 GAL. 30" O.C. L
STRIPED FORTNIGHT LILY
ELYMUS CON. 'CANYON PRINCE' 1 GAL. 36"0.C. L
CANYON PRINCE WILD RYE
* ELYMUS CON. 1 GAL. 36"0.C. L
GIANT WILD RYE
EUONYMUS JAPONICUS 5GAL. 30" o.c. L
'SILVER PRINCESS'
SILVER PRINCESS EUONYMUS
* FESTUCA IDAHOENSIS 1 GAL. 24"0.C. L
IDAHO FESCUE
FESTUCA MAIRE! 1 GAL. 36" O.C. L
ATLAS FESCUE
* EPILOBIUM CANUM 5GAL. 36"0.C. L
CALIFORNIA FUSCHIA
* GALVEZIA SPEC.' FIRECRACKER
ISLAND SNAPDRAGON
1 GAL. 36"0.C. L
HESPERALOE 'BRAKELIGHTS' 5 GAL. 30"0.C. L
BRAKELIGHTS RED YUCCA
ILEX VOMITORIA 'WILL FLEMING' 15 GAL. 30" O.C.
WILL FLEMING YAUPON HOLLY COLUMNAR
LEUCOPHYLLUM FRUTESCENS 5 GAL. 60"0.C. L
'COMPACT A'
COMPACT TEXAS SAGE
LIGUSTRUM JAPONICUM 'TEXANUM' 5 GAL. 36" O.C. L
WAXLEAF PRIVET
LOMANDRA LONGIFOLIA 1 GAL. 36" O.C. L
'ARCTIC FROST'
ARTIC FROST MAT RUSH
MUHLENBERG IA C. 'REGAL MIST' 5GAL. 36"0.C. L
PINK MUHLY
* MUHLENBERGIA RIGENS 1 GAL. 6'0.C. L
DEERGRASS
* PENSTEMON 'MARGARITA BOP'
FOOTHILL PENSTEMON
1 GAL. 36"0.C. L
NANDINA 'GULF STREAM' 5GAL. 30"0.C. L
G. STREAM HEAVENLY BAMBOO
PENNISETUM MASSAICUM 1 GAL. 18" O.C. M
RED BUNNY TAILS
PODOCARPUS MACROPHYLLUS 15 GAL. 30" O.C. M
'MAKI' COLUMNAR
SHRUBBY YEW PINE
PRUNUS CAROLINIANA 'COMPACTA' 15 GAL 30" O.C. M
COMPACT CAROLINA CHERRY COLUMNAR
RHAPHIOLEPIS UMBELLATA'MINOR' 5 GAL 30" O.C. L
DWARF YEDDO HAWTHORN
ROSMARINUS OFFICINALIS 1 GAL. 48"0.C. L
'HUNTINGTON CARPET'
CREEPING ROSEMARY
* SALVIA CLEVELANDII
CLEVELAND SAGE
1 GAL 6'0.C. L
SALVIA GREGGII 1 GAL. 24" O.C. L
AUTUMN SAGE
SALVIA LEUCANTHA 5 GAL. 36"0.C. L
MEXICAN BUSH SAGE
* SALVIA SPATHACEA 1 GAL. 24" O.C. L
HUMMINGBIRD SAGE
TEUCRIUM CHAMAEDRYS 1 GAL. 30" O.C. L
WALL GERMANDER
WESTRINGIA FRUTICOSA 5GAL. 36"0.C. L
'BLUE GEM'
BLUE GEM COAST ROSEMARY
WESTRINGIA FRUTICOSA 5 GAL. 36"0.C. L
'MORNING LIGHT'
MORNING LIGHT COAST ROSEMARY
WESTRINGIA FRUTICOSA 'MUND!' 5 GAL 36"0.C. L
COAST ROSEMARY
XYLOSMA CONGESTUM 5GAL. 60"0.C. L
'COMPACT A'
COMPACT SHINY XYLOSMA
YUCCA FILAMENTOSA 5GAL. 36"0.C. L
'COLOR GUARD'
ADAM'S NEEDLE
48 64
EN VIRO NM ENTAL DES IGN
SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
(949) 443-1446
B18
I- 3
■
■
3 LEGEND
1. BASIN BOTTOM
■
•• •
2. BASIN SLOPE PLANTING
3. BENCH SEATING
4. CURB SEPARATED SIDEWALK
5. FENCED BASIN
6. ACCENT TREES
7. ALLEY WAY
T
■
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■
0 5
• • •
VINEYARD CROSSING Preliminary Landscape Plan
Brightsky I Antioch, CA I Aug 08, 2025
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■
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I Bio Filtration Basin EB
NORTH
L-4
SCALE: 1/8"=1'-0"
�TREE PLANTING LEGEND
SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS dTY
PERIMETER STREET AND ENTRY TREES
I 0
QUERCUS AGRIFOLIA 36" BOX L 36 COAST LIVE OAK 3"-4" CALIPER I
STANDARD
@
ARBUTUS 'MARINA' 48" BOX L 42 MARINA STRAWBERRY TREE 4" CALIPER
STANDARD
INTERIOR STREET TREES
�
ULMUS WIL SONII 'PROSPECTOR' 24"-36" BOX L 7i
PROSPECTOR ELM 2"-3"
CALIPER
QUERCUS TOMENTELLA 24"-36" BOX L 36
ISLAND OAK 2"-3"
CALIPER
LAGERSTROEMIA INDICA 'NATCHEZ' 24" BOX L 3
NATCHEZ CREPE MYRTLE 2"CALIPER
MULTI
PARK ACCENT TREES
ULMUS WILS ONII 'PROSPECTOR' 24"-36" BOX L 7
PROSPECTOR ELM 2"-3"
CALIPER
0 GINKGO BILOBA 24" -36" BOX M 6 'PRINCETON SENTRY' 2"-3" CALIPER
MAIDEN HAIR TREE
EASEMENT/ OPEN SPACE LANDSCAPE
-
CERCIS OCCIDENTALIS 24" BOX VL 18 WESTERN REDBUD 2" CALIPER I GINKGO BILOBA 24" -36" BOX M
0 'PRINCETON SENTRY' 2"-3" CALIPER 26
MAIDEN HAIR TREE
I 0
QUERCUS TOMENTELLA 24"-36" BOX L 17
ISLAND OAK 2"-3"
ICALIPER
TREE PLANTING LEGEND II
SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS loTY
TRADITIONAL - FRONTYARD ACCENT TREES
ls 0
MAGNOLIA GRANDIFLORA 15 GAL M
'LITTLE GEM' 1"-2"
LITTLE GEM SOUTHERN MAGNOLIA CALIPER
FARMHOUSE - FRONTY ARD ACCENT TREES
0 LAGERSTROEMIA INDICA 'NATCHEZ' 15 GAL L 8
NATCHEZ CREPE MYRTLE 1"-2"
CALIPER
CRAFTSMAN - FRONTY ARD ACCENT TREES
0 GINKGO BILOBA 15 GAL M 13 'PRINCETON SENTRY' 1 "-2"
MAIDENHAIR TREE CALIPER
BIORETENTION BASIN AREA
J"' BACCHARIS PILULARIS 1 GAL 6'0.C.
'PIGEON POINT'
DWARF COYOTE BUSH
• CAREX DIVULSA
BERKELEY SEDGE
1 GAL. 48"0.C. L
• ELYMUS TRITICOIDES
CREEPING WILD RYE
1 GAL. 36"0.C.
• HETEROMELES ARBUTIFOLIA 5GAL 8'0.C. L
TOYON
• JUNCUS PATENS 1 GAL. 48" O.C. L
COMMON RUSH
• MUHLENBERGIA RIGENS 1 GAL. 6'0.C. L
DEERGRASS
• SALVIA CLEVELANDII 1 GAL 6'0.C. L
CLEVELAND SAGE
• SISYRINCHIUM BELLUM 1 GAL. 18"0.C. L
CALIFORNIA BLUE-EYED GRASS
PLANT PALETTE NOTE:
* A SELECTION OF CALIFORNIA NATIVE PLANTS ARE HIGHLIGHTED IN THE
COMMUNITY PLANT PALETTE AND HAVE BEEN SELECTED FOR LOW WATER
USAGE, CONTRIBUTION TO LOCAL POLLINATOR SPECIES, AND LONG-TERM MAINTENANCE CONSIDERATIONS.
0 12 24 36 48
EN VIR ONM EN TAL DESIGN
SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
(949) 443-1446
B19
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LEGEND
1 EXISTING VINEYARD
2. ACTIVITY LAWN
3. EXISTING ASPHALT TRAIL
4. SMALL EASEMENT TREES
5. RESIDENTIAL UNITS
6. EXISTING TOWER
7. OPEN SPACE TREES
8. FRONT YARD STREET TREES
9. DRIVE WAY
10. SPINE STREET
11 PARK BENCH SEATING
12. DOGIPOT PET WASTE STATION
13. BIKE RACK
TREE PLANTING LEGEND I
SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS QTY
PERIMETER STREET AND ENTRY TREES I
0 QUERCUS AGRIFOLIA 36" BOX L 36 COAST LIVE OAK 3"-4" CALIPER I
STANDARD
@
ARBUTUS 'MARINA' 48" BOX L 42 MARINA STRAWBERRY TREE 4" CALIPER
STANDARD
INTERIOR STREET TREES
CD (j
ULMUS WILSONII 'PROSPECTOR' 24"-36" BOX L 71 PROSPECTOR ELM 2"-3"
CALIPER
0 QUERCUS TOMENTELLA 24"-36" BOX L 3
ISLAND OAK 2"-3"
CALIPER
LAGERSTROEMIA INDICA 'NATCHEZ' 24" BOX L 3 NATCHEZ CREPE MYRTLE 2"CALIPER MULTI
0 PARK ACCENT TREES
"
ULMUS WILSONII 'PROSPECTOR' 24"-36" BOX L
PROSPECTOR ELM 2"-3"
CALIPER
0 GINKGO BILOBA 24" -36" BOX M 6 'PRINCETON SENTRY' 2"-3" CALIPER
MAIDEN HAIR TREE
EASEMENT/ OPEN SPACE LANDSCAPE
-
CERCIS OCCIDENT ALIS 24" BOX VL r WESTERN REDBUD 2" CALIPER 0 GINKGO BILOBA 24" -36" BOX M 26 'PRINCETON SENTRY' 2"-3" CALIPER MAIDEN HAIR TREE I 0
QUERCUS TOMENTELLA 24"-36" BOX L 17 ISLAND OAK 2"-3"
ICALIPER
TREE PLANTING LEGEND I
SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS joTY
----------
-- ---- --- --- --- TRADITIONAL - FRONTYARD ACCENT TREES I 0 MAGNOLIA GRANDIFLORA 15 GAL
'LITTLE GEM' 1 "-2" 19
LITTLE GEM SOUTHERN MAGNOLIA CALIPER
FARMHOUSE - FRONTYARD ACCENT TREES
()
LAGERSTROEMIA INDICA 'NATCHEZ' 15 GAL L
NATCHEZ CREPE MYRTLE 1"-2"
CALIPER
CRAFTSMAN - FRONTY ARD ACCENT TREES
0 GINKGO BILOBA 15 GAL M 13 'PRINCETON SENTRY' 1"-2"
MAIDENHAIR TREE CALIPER
PLANT PALETTE NOTE:
* A SELECTION OF CALIFORNIA NATIVE PLANTS ARE HIGHLIGHTED IN THE
COMMUNITY PLANT PALETTE AND HAVE BEEN SELECTED FOR LOW WATER
USAGE, CONTRIBUTION TO LOCAL POLLINATOR SPECIES, AND LONG-TERM MAINTENANCE CONSIDERATIONS.
9 DESIGN NOTE:
COMMUNITY PARKS SHALL BE DIRECTLY ACCESSIBLE FROM ADJACENT SIDEWALK (S) VIA AN INTERRUPTED HARDSCAPED PATHWAY AT LEAST FIVE FEET WIDE.
-PRIVATE PARK DESIGNED WITH A DECORATIVE BARRIER FENCE, 42"H MAX, WITH TO CREATE SAFETY BARRIER BETWEEN PLAY AREAS. BENCH SEATING, PICNIC TABLE, AND 12" -24" H BOULDERS ARE PROVIDED AT PLAY AREA PERIMETER TO PROVIDE SEATING OPPORTUNITIES FOR SUPERVISING GUARDIANS. -PLAY EQUIPMENT SHALL INCLUDE A COMBINATION OF SWINGING, BALANCING, CLIMBING, SPINNING, SLIDING AND ROCKING COMPONENTS TO ACCOMMODATE INDIVIDUALS ACROSS THE NEEDS SPECTRUM. -ALL NON-TURF ACTIVE PLAY AREAS SHALL BE UNDERLAIN BY SOFT GROUND COVER SUCH AS MULCH, SAFETY PLAYGROUND MATS OR POURED IN PLACE RUBBER.
SCALE: 1/8"=1'-0"
VINEYARD CROSSING Preliminary Landscape Plan I Activity Lawn EB NORTH 0 12 24
Brightsky I Antioch, CA I Aug 08, 2025 L-5
SHRUB PLANTING LEGEND
SYMBOL
*
*
*
*
*
*
*
*
*
*
*
36 BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
ALOE 'BLUE ELF' 1 GAL. 18"0.C. L
CALIFORNIA ALOE
ALOE STRIATA 'GHOST' 5 GAL. 18"0.C. VL
GHOST ALOE
AGAVE 'BLUE GLOW' 5 GAL. 36" O.C. VL
BLUE GLOW AGAVE
BACCHARIS PIL.
'TWIN PEAKS' 5 GAL. 6'0.C. L
BLUE GRAMA GRASS
BOUTELOUA G. 'BLONDE AMBITION' 5 GAL. 30" O.C. L
BLUE GRAMA GRASS
CALAMAGROSTIS X ACUTIFOLIA 5 GAL. 30"0.C. L
'KARL FOERSTER'
KARL FOERSTER'S FEATER REED GRASS
CAREX DIVULSA 1 GAL. 48"0.C. L
BERKELEY SEDGE
CHONDROPETALUM TECTORUM 5GAL. 36"0.C. L
SMALL CAPE RUSH
DIANELLA REVOLUTA 'BABY BLISS' 1 GAL. 18" O.C. L
BABY BLISS FLAX LILY
DIETES GRANDIFLORA 'VARIEGATA' 5 GAL. 30"0.C. L
STRIPED FORTNIGHT LILY
ELYMUS CON. 'CANYON PRINCE' 1 GAL. 36"0.C. L
CANYON PRINCE WILD RYE
ELYMUS CON. 1 GAL. 36"0.C. L
GIANT WILD RYE
EUONYMUS JAPONICUS 5GAL. 30" o.c. L
'SILVER PRINCESS'
SILVER PRINCESS EUONYMUS
FESTUCA IDAHOENSIS 1 GAL. 24" O.C. L
IDAHO FESCUE
FESTUCA MAIREI 1 GAL. 36"0.C. L
ATLAS FESCUE
EPILOBIUM CANUM 5 GAL. 36" O.C. L
CALIFORNIA FUSCHIA
GALVEZIA SPEC.' FIRECRACKER 1 GAL. 36" O.C. L
ISLAND SNAPDRAGON
HESPERALOE 'BRAKELIGHTS' 5GAL. 30" O.C. L
BRAKELIGHTS RED YUCCA
ILEX VOMITO RIA 'WILL FLEMING' 15 GAL. 30" O.C. M
WILL FLEMING YAUPON HOLLY COLUMNAR
LEUCOPHYLLUM FRUTESCENS 5 GAL. 60"0.C. L
'COMPACT A'
COMPACT TEXAS SAGE
LIGUSTRUM JAPONICUM 'TEXANUM' 5 GAL. 36" O.C. L
WAXLEAF PRIVET
LOMANDRA LONGIFOLIA 1 GAL. 36"0.C. L
'ARCTIC FROST'
ARTIC FROST MAT RUSH
MUHLENBERGIA C. 'REGAL MIST' 5GAL. 36" O.C. L
PINK MUHLY
MUHLENBERGIA RIGENS 1 GAL. 6'0.C. L
DEERGRASS
PENSTEMON 'MARGARITA BOP' 1 GAL. 36" O.C. L
FOOTHILL PENSTEMON
NANDINA 'GULF STREAM' 5GAL. 30"0.C. L
G. STREAM HEAVENLY BAMBOO
PENNISETUM MASSAICUM 1 GAL. 18"0.C.
RED BUNNY TAILS
PODOCARPUS MACROPHYLLUS 15 GAL. 30" O.C. M
'MAKI' COLUMNAR
SHRUBBY YEW PINE
PRUNUS CAROLINIANA 'COMPACTA' 15 GAL 30"0.C. M
COMPACT CAROLINA CHERRY COLUMNAR
RHAPHIOLEPIS UMBELLATA'MINOR' 5 GAL 30"0.C. L
DWARF YEDDO HAWTHORN
ROSMARINUS OFFICINALIS 1 GAL. 48" O.C. L
'HUNTINGTON CARPET'
CREEPING ROSEMARY
SALVIA CLEVELANDII 1 GAL 6' O.C. L
CLEVELAND SAGE
SALVIA GREGGII 1 GAL. 24"0.C. L
AUTUMN SAGE
SALVIA LEUCANTHA 5GAL. 36"0.C. L
MEXICAN BUSH SAGE
SALVIA SPATHACEA 1 GAL. 24"0.C. L
HUMMINGBIRD SAGE
TEUCRIUM CHAMAEDRYS 1 GAL. 30"0.C. L
WALL GERMANDER
WESTRINGIA FRUTICOSA 5GAL. 36" O.C. L
'BLUE GEM'
BLUE GEM COAST ROSEMARY
WESTRINGIA FRUTICOSA 5GAL. 36" O.C. L
'MORNING LIGHT'
MORNING LIGHT COAST ROSEMARY
WESTRINGIA FRUTICOSA 'MUNDI' 5GAL 36"0.C. L
COAST ROSEMARY
XYLOSMA CONGESTUM 5 GAL. 60" O.C. L
'COMPACT A'
COMPACT SHINY XYLOSMA
YUCCA FILAMENTOSA 5 GAL. 36" O.C. L
'COLOR GUARD'
ADAM'S NEEDLE
48 EN VIR ONMENT AL DES IGN
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34197 COAST HWY SUITE 200
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9 Preliminary Landscape Plan
LEGEND
1 2.
3 .
4. 5.
6. 7.
8. 9.
10. 11 .
12. 13.
ADJACENT SIDEWALK
ADU DRIVEWAY
BACKYARD CONCRETE PATIO
MULCH
SYNTHETIC LAWN
FRONT YARD CONCRETE PATIO
RESIDENTIAL UNIT
EXISTING VINEYARD
SIDE YARD FENCE & GATE
18" PLANTER AGAINST FENCE/WALL
COMMUNITY PERIMETER
3' WIDE CONCRETE ACCESS PATH
TO TRASH STORAGE LOCATION
(ADU'S)
CONCRETE FIELD NATURAL BROOM
FINISH
14. CONCRETE BAND PEWTER 860
INTEGRAL COLORED CONCRETE
WITH TOPCAST FINISH
15. 3'X3' GRID SAWCUT JOINTS
THROUGHOUT
DESIGN NOTE:
AT LEAST 75 PERCENT ORGANIC PLANT MATERIAL,
INCLUDING GRASSES, TREES AND SHRUBS; AND
NO MORE THAN 25 PERCENT INORGANIC GROUND COVER,
INCLUDING DECOMPOSED GRANITE, DECORATIVE PAVERS
AND RIVER ROCK.
GRAVEL SURFACES ARE PROHIBITED IN ALL FRONT YARD
AREAS EXCEPT FOR SECONDARY PATHWAYS LESS THAN 4'
WIDE.
ALL PROPOSED SHRUBS EXCEPT ACCENT, COLOR OR
GROUND COVER PLANTING SHALL BE A MINIMUM
FIVE-GALLON SIZE.
ALL TRASH STORAGE ENCLOSURES SHALL BE MADE
ACCESSIBLE BY A MINIMUM THREE-FOOT WIDE PAVED
PATHWAY FROM THE ENCLOSURE TO THE FRONT DRIVEWAY
OR OTHER PAVED AREA OF THE FRONT YARD.
AUTOMATIC IRRIGATION CONTROLLERS SHALL BE
INSTALLED TO ENSURE THAT LANDSCAPED AREAS WILL BE
WATERED PROPERLY. BACKFLOW PREVENTORS AND
ANTI-SIPHON VALVES SHALL BE PROVIDED IN ACCORDANCE
WITH CURRENT CODE.
SPRINKLER HEADS AND RISERS SHALL BE PROTECTED
FROM CAR BUMPERS. "POP-UP" HEADS SHALL BE USED
NEAR CURBS AND SIDEWALKS. THE LANDSCAPE IRRIGATION
SYSTEM SHALL BE DESIGNED TO PREVENT RUN-OFF AND
OVERSPRAY.
NORTH
Front Yard & Backyard West - Typicals L-6
TREE PLANTING LEGEND
SYMBOL BOTANICAL I COMMON NAME SIZE WUCOLS IQTY
TRADITIONAL • FRONTYARD ACCENT TREES
l9
0 MAGNOLIA GRANDIFLORA 15 GAL M
'LITTLE GEM' 1"-2"
LITTLE GEM SOUTHERN MAGNOLIA CALIPER
FARMHOUSE· FRONTYARD ACCENT TREES
0 LAGERSTROEMIA INDICA 'NATCHEZ' 15 GAL L
NATCHEZ CREPE MYRTLE 1"-2"
CALIPER
CRAFTSMAN • FRONTY ARD ACCENT TREES
0 GINKGO BILOBA 15 GAL M 13 'PRINCETON SENTRY' 1 "-2"
MAIDENHAIR TREE CALIPER
TRADITIONAL - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
0 ©
..
PRUNUS CAROLINIANA 'COMPACTA' 15 GAL 36" O.C.
COMPACT CAROLINA CHERRY COLUMNAR
RHAPHIOLEPIS UMBELLATA'MINOR' 5 GAL 36"O.C
DWARF YEDDO HAWTHORN
YUCCA FILAMENTOSA 5GAL. 30"O.C.
'COLOR GUARD'
ADAM'S NEEDLE
TEUCRIUM CHAMAEDRYS 5GAL. 24"O.C
WALL GERMANDER
M
L
L
L
TRADITIONAL - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
BACKYARD TYP. SHRUBS
© DIETES GRANDIFLORA 'VARIEGATA' 5 GAL. 30" O.C. L
STRIPED FORTNIGHT LILY
FARMHOUSE - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
0 LIGUSTRUM JAPONICUM 'TEXANUM' 15 GAL. 36" O.C. L
WAXLEAF PRIVET COLUMNAR
ILEX VOMITORIA 5GAL. 36"" o.c. L
'STOKES DWARF'
DWARF YAUPON HOLLY
LOMANDRA LONGIFOLIA 5 GAL. 30"O.C L
© 'ARCTIC FROST'
ARTIC FROST MAT RUSH
ALOE STRIATA 'GHOST' 5GAL. 24" O.C. VL .. GHOST ALOE
TRADITIONAL - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
BACKYARD TYP. SHRUBS
© DIETES GRANDIFLORA 'VARIEGATA' 5 GAL. 30" O.C. L
STRIPED FORTNIGHT LILY
CRAFTSMAN - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
0 ©
..
PODOCARPUS MACROPHYLLUS
'MAKI'
SHRUBBY YEW PINE
BUXUS M. JAPONICA
'GREEN BEAUTY'
GREEN BEAUTY BOXWOOD
15 GAL. 36" O.C. M
COLUMNAR
5 GAL. 36" 0 C. M
NANDINA 'GULF STREAM' 5 GAL. 30" O.C. L
G. STREAM HEAVENLY BAMBOO
DIANELLA REVOLUTA 'BABY BLISS' 5 GAL. 24" O.C. L
BABY BLISS FLAX LILY
TRADITIONAL - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME
BACKYARD TYP. SHRUBS
SIZE SPACING WUCOLS
© DIETES GRANDIFLORA 'VARIEGATA' 5 GAL. 30" O.C L
STRIPED FORTNIGHT LILY
SCALE: 1" = 1 O' - O"
0 10 20 30 40
EN VIR ONM ENTAL DESIGN
SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
(949) 443-1446
B21
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FRONT YARD & BACKYARD - EAST
LEGEND
1 .
2. 3.
ADJACENT SIDEWALK
DRIVEWAY
BACKYARD CONCRETE
PATIO
MULCH
SYNTHETIC LAWN
RESIDENTIAL UNIT
DESIGN NOTE:
AT LEAST 75 PERCENT ORGANIC PLANT MATERIAL,
INCLUDING GRASSES, TREES AND SHRUBS; AND
NO MORE THAN 25 PERCENT INORGANIC GROUND COVER,
INCLUDING DECOMPOSED GRANITE, DECORATIVE PAVERS
AND RIVER ROCK.
GRAVEL SURFACES ARE PROIBITED IN ALL FRONT YARD
AREAS EXCEPT FOR SECONDARY PATHWAYS LESS THAN 4'
WIDE.
ALL PROPOSED SHRUBS EXCEPT ACCENT, COLOR OR
GROUND COVER PLANTING SHALL BE A MINIMUM
FIVE-GALLON SIZE.
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6. 7. 18" PLANTER ADJACENT
TO FENCE/WALL
ALL TRASH STORAGAE ENCLOSURES SHALL BE MADE
ACCESSIBLE BY A MINIMUM THREE-FOOT WIDE PAVED
PATHWAY FROM THE ENCLOSURE TO THE FRONT DRIVEWAY
OR OTHER PAVED AREA OF THE FRONT YARD.
FRONT YARD & BACKYARD - EAST
8. 9.
10. SIDE YARD FENCE &
GATE
EXISTING VINEYARD
COMMUNITY
PERIMETER WALL
AUTOMATIC IRRIGATION CONTROLLERS SHALL BE
INSTALLED TO ENSURE THAT LANDSCAPED AREAS WILL BE
WATERED PROPERLY. BACKFLOW PREVENTORS AND
ANTI-SIPHON VALVES SHALL BE PROVIDED IN ACCORDANCE
WITH CURRENT CODE.
SPRINKLER HEADS AND RISERS SHALL BE PROTECTED
FROM CAR BUMPERS. "POP-UP" HEADS SHALL BE USED
NEAR CURBS AND SIDEWALKS. THE LANDSCAPE IRRIGATION
SYSTEM SHALL BE DESIGNED TO PREVENT RUN-OFF AND
OVERSPRAY.
VINEYARD CROSSING Preliminary Landscape Plan
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Brightsky I Antioch, CA I Aug 08, 2025 Front Yard & Backyard East - Typicals L-7 I
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TREE PLANTING LEGEND I
SYMBOL BOTANICAL/ COMMON NAME SIZE WUCOLS lorv
TRADITIONAL - FRONTYARD ACCENT TREES
19 0
MAGNOLIA GRANDIFLORA 15 GAL M
"LITTLE GEM" 1"-2"
LITTLE GEM SOUTHERN MAGNOLIA CALIPER
FARMHOUSE - FRONTYARD ACCENT TREES
0 LAGERSTROEMIA INDICA 'NATCHEZ' 15 GAL L
NATCHEZ CREPE MYRTLE 1"-2"
CALIPER
CRAFTSMAN - FRONTYARD ACCENT TREES
0 GINKGO BILOBA 15 GAL M 13 'PRINCETON SENT RY' 1"-2"
MAIDENHAIR TREE CALIPER
TRADITIONAL - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
0 ©
0 PRUNUS CAROLINIANA 'COMPACTA' 15 GAL 36" O.C.COMPACT CAROLINA CHERRY COLUMNAR RHAPHIOLEPIS UMBELLATA'MINOR' 5 GAL 36"O.C.DWARF YEDDO HAWTHORN YUCCA FILAMENTOSA 5 GAL. 30"O C
'COLOR GUARD' ADAM'S NEEDLE
TEUCRIUM CHAMAEDRYS 5 GAL. 24"O.C. WALL GERMANDER
M
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TRADITIONAL - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
BACKYARD TYP. SHRUBS
© DIETES GRANDIFLORA 'VARIEGATA' 5 GAL. 30" O.C. L
STRIPED FORTNIGHT LILY
FARMHOUSE - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
0 LIGUSTRUM JAPONICUM 'TEXANUM' 15 GAL. 36" O.C. L
WAXLEAF PRIVET COLUMNAR
ILEX VOMITORIA 5GAL. 36" o.c. L
'STOKES DWARF'
DWARF YAUPON HOLLY
LOMANDRA LONGIFOLIA 5GAL. 30" O.C. L 'ARCTIC FROST'
ARTIC FROST MAT RUSH
ALOE STRIATA 'GHOST' 5GAL. 24"O.C. VL 0 GHOST ALOE
TRADITIONAL - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
BACKYARD TYP. SHRUBS
© DIETES GRANDIFLORA 'VARIEGATA' 5 GAL. 30" O.C. L
STRIPED FORTNIGHT LILY
CRAFTSMAN - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING WUCOLS
0 ©
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PODOCARPUS MACROPHYLLUS
'MAKI'
SHRUBBY YEW PINE
BUXUS M. JAPONICA
'GREEN BEAUTY'
GREEN BEAUTY BOXWOOD
15 GAL. 36" O.C. M
COLUMNAR
5 GAL. 36" O.C. M
NANDINA 'GULF STREAM' 5 GAL. 30" O.C. LG. STREAM HEAVENLY BAMBOO DIANELLA REVOLUTA 'BABY BLISS' 5 GAL. 24" O.C. L
BABY BLISS FLAX LILY
TRADITIONAL - SHRUB PLANTING LEGEND
SYMBOL BOTANICAL/ COMMON NAME
BACKYARD TYP. SHRUBS
SIZE SPACING WUCOLS
© DIETES GRANDIFLORA 'VARIEGATA' 5 GAL. 30" O.C L
STRIPED FORTNIGHT LILY
SCALE: 1" = 1 O' - O"
0 10 20 30 40
EN VIR ON ME NTAL DE SIGN
SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
(949) 443-1446
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WALL AND FENCE LEGEND:
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6'-0" HIGH BACKYARD WOOD FENCE
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4' HIGH TUBULAR STEEL VIEW FENCE
3' HIGH DECORATIVE WOOD FENCE
EXISTING FENCE TO REMAIN
VINEYARD CROSSING
Brightsky I Antioch, CA I Aug 08, 2025
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6'-0" HIGH BACKYARD WOOD GATE
6'-0" HIGH TUBULAR STEEL POOL/ VIEW GATE
WITH KEY FOB
6'-0" HIGH TUBULAR STEEL VIEW GATE
4'-0" HIGH TUBULAR STEEL VIEW GATE
3'-6" HIGH -18" x 18" DECORATIVE CMU PILASTER
Preliminary Landscape Plan
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SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
(949) 443-1446
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VEHICULAR ENTRY
SCALE:;"= 1'-0"
LEGEND
1. 18"x18"x36"H PILASTER
2. STONE VENEER
3. VALORI PRECAST CAP
4. 8" X 6" X 16" CMU BLOCK, SOLID
GROUT ALL CELLS
5. 36" PICKET FENCE W/ 4" x 4" POSTS &
1 "X4" VERTICAL DOG-EAR PICKETS
6. FINISH GRADE
7. COMPACTED SUB-GRADE PER
GEOTECHNICAL ENGINEER.
8. CONCRETE FOOTING - SIZE AND
REINFORCEMENT PER STRUCTURAL
ENGINEER'S DRAWINGS.
(0
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ELEVATION VIEW
SCALE: 318" = 1 '-0"
LEGEND
5'-6"
1. ENTRY MONUMENT SIGNAGE
2. 5' SIDEWALK
3. ENTRY DRIVE
k
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PILASTER ELEVATION
SCALE: 1 /2" = 1 '-0"
CHILDREN'S PLAY AREA FENCE & PILASTER
SCALE: ;"= 1'-0"
PILASTER
MATERIAL: STONE
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4. 6'-0" HIGH CMU COMMUNITY WALL
WITH 2" PRECAST CONCRETE CAP
5. ENTRY OLIVE GROVE
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SCALE: 1/2" = 1 '-0"
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FENCE
20'
MATERIAL: WOOD
COLOR: CREAM
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BUILDING
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LEGEND
1. UPPER SIGN WALL, 12" WIDE, VALORI PRECAST
CONCRETE CAP
2. POWDER COAT PAINTED¾" ALUMINUM SIGN
LETTERS WITH i!" ALUMINUM DOWEL POST EPOXY
SET INTO MASONRY SURFACE. PER SIGN
MANUFACTURER.
3. SMOOTH STUCCO FINISH (SIGN: 25 SQ. FT.).
4. ¾" ALUMINUM SIGN TRAY TO HOUSE LED LETTER
UP-LIGHTING LIGHTING PER SIGN CONSULTANT
COLOR PER SIGN MANUFACTURER.
5. LOW STONE SIGN WALL BASE, 8" WIDE, VALORI
PRECAST CONCRETE CAP
6. LOW STONE SIGN WALL BASE
7. CONCRETE CURB BY OTHERS
8. COMPACTED SUB-GRADE PER GEOTECHNICAL
ENGINEER.
9. CMU CONCRETE BLOCK PER STRUCTURAL
ENGINEER.
10. CONCRETE FOOTING PER STRUCTURAL
ENGINEER.
ENTRY MONUMENT SIGNAGE
SCALE:;" = 1 '-0"
VINEYARD CROSSING Preliminary Landscape Details
Brightsky I Antioch, CA I Aug 08, 2025
2'-9"
PLAN VIEW
SCALE: 112" = 1'-0"
ELEVATION VIEW 'A'
SCALE: 112" = 1'-0"
20'
10'-8"
Wall & Fence Details
5'-6"
2'-9"
L-
9 27'
ENTRY/ MONUMENT WALL
MATERIAL: STONE
COLOR/FINISH: TO MATCH
COMMUNITY BUILDING
2'-2"
1'
PILASTER SECTION VIEW 'B'
SCALE: 112" = 1'-0"
ENVIRONM ENTAL DESIGN
SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
(949) 443-1446
B24
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SECTION VIEW
SCALE: 1/2"= 1'-0"
LEGEND
1. 2" PRECISION WALL CAP (TYP)
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ELEVATION VIEW
SCALE: 1/2" = 1'-0"
NOTE:
............-CMU SPLIT-FACE BLOCK AND CMU PRCISION
BLOCK TO BE USED IN RANDOM PATTERN TO
CREATE VARIATION IN WALL FINISH AND
TEXTURE.
2. 8X6X16 COLORED CMU SPLIT FACE BLOCK
3. 8X6X16 COLORED CMU PRECISION BLOCK
4. FINISH GRADE
5. CONCRETE FOOTING
6. COMPACT SUBGRADE
6'-0" HIGH - 8" CMU COMMUNITY WALL
SCALE: �" = 1 '-0"
3'-6"
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MATERIAL: CMU BLOCK
COLOR: BROWN MW
SOURCE: WWW.ORCO.COM
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SCALE: 1/2" = 1'
ELEVATION
SCALE· 1/2" = 1' .
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LEGEND
1. SELF CLOSING GATE HINGE
2. i" SQ X 16 GA METALIZED TUBULAR STEEL
PICKETS EQUALLY SPACED AT 4;" MAXIMUM ON
CENTER. COLOR PER FINISH SCHEDULE
3. 2" SQ. GATE POST COLOR: PER FINISH SCHEDULE
4. 2" SQ TUBULAR STEEL GATE JAMBS
COLOR PER FINISH SCHEDULE
5. LOCKABLE HANDLE I LATCH
6. j" X 16 GA. PERFURATED STEEL PANEL, SQUARE,
TACK WELDED TO FRAME. COLOR: PER FINISH
SCHEDULE
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7. GATE KEY FOB SYSTEM
11 8. ADJACENT TUBULAR STEEL FENCE CONDITION
SEE DETAIL BI N THIS SHEET
9. CONCRETE PAVING
10. FINISH GRADE
11. CONCRETE FOOTING - PER STRUCTURE
ENGINEER
12. t" SOLID KICKPLATE- SMOOTH SURFACE PUSH
SIDE
13. PANIC HARDWARE PER SHOP DRAWINGS
PEDESTRIAN GATE
MATERIAL: TUBULAR STEEL
COLOR: SW 6006 BLACK BEAN
SOURCE:SHERWIN-WILLIAMS.COM
6' HIGH TUBULAR STEEL POOL/ VIEW GATE WITH KEY FOB
SCALE: �" = 1 '-0"
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SECTION VIEW
SCALE: 1 /2" = 1 '-0"
LEGEND
1. 24" X 24" SPIT FACE
PILAST ER
2. PRECAST CONCRETE WALL
CAP
3. SPLIT FACE BLOCK WALL
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5. CONCRETE FOOTING
6. COMPA CT SUBGRADE
1 4
6'-0" HIGH - 8" CMU PILASTER
SCALE:;"= 1 '-0"
k
1 ELEVATION VIEW
SCALE: 1 /2" = 1 '-0"
LEGEND
8'0.C.
1. 2"SQ TUBULAR STEEL POST
2. 1½"SQ. TUBULAR STEEL TOP RAIL
3. %"SQ. TUBULAR STEEL PICKETS @ 4 ½"
MAXIMUM O.C.
4. 1½"SQ. TUBULAR STEEL BOTTOM RAIL
5. COMPACTED SUBGRADE
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SECTION VIEW
SCALE: 1/2" = 1'-0"
6. FINISH GRADE
7. SINK POST INTO FOOTING
8. CONCRETE FOOTING
9. PILASTER
TUBULAR STEEL FENCE
MATERIAL: TUBULAR STEEL
COLOR: SW 6006 BLACK BEAN
SOURCE:SHERWIN-WILLIAMS.COM
COMMUNITY CMU PILASTER
MATERIAL: CMU BLOCK
COLOR: BROWN MW SPLIT FACE
SOURCE: WWW.ORCO.COM
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SCALE: 1/2" = 1'-0"
LEGEND
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4½"O.C .
r-.-t, -;
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1. 2"SQ. TUBULAR STEEL POST
,
2. 1½"SQ. TUBULAR STEEL TOP RAIL
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3. %"SQ. TUBULAR STEEL PICKETS@ 4 ½"
MAXIMUM O.C.
4. 1½"SQ. TUBULAR STEEL BOTTOM RAIL
5. COMPACTED SUBGRADE
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SCALE: 1 /2" = 1 '-0"
6. FINISH GRADE
7. SINK POST INTO FOOTING
8. CONCRETE FOOTING
TUBULAR STEEL FENCE
MATERIAL: TUBU LAR STEEL
COLOR: SW 6006 BLACK BEAN
SOURCE:SHERWIN-WILLIAMS.COM
6' HIGH TUBULAR STEEL POOL/ VIEW FENCE 4' HIGH TUBULAR STEEL VIEW FENCE SCALE: �" = 1 '-0" SCALE:�" = 1 '-0"
VINEYARD CROSSING Preliminary Landscape Details Wall and Fence Details
ENVIRONM ENTAL DESIGN
SUMMERS/MURPHY & PARTNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
Brightsky I Antioch, CA I Aug 08, 2025 L-10 (949) 443-1446 B25
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ELEVATION VIEW
SCALE: 112" = 1 '-0"
LEGEND
1. 2X6 CAP
8'-0" OC MAX
2. ; X 4 TRIM (TOP AND BOTTOM)
3. 2X4 STRINGER (TOP AND BOT TOM)
,
4. 4X4 REDWOOD OR CEDAR POST@ 8 '-0" O.C. TO BE
LOCATED AT TOP AND TOE OF SLOPE WHERE OCCURS
5. 1X6, #1 GRADE CEDAR VERTICAL BOARDS (BUTT
JOINTED)
6. FINISH GRADE
7. CONCRETE FOOTING
8. COMPACTED SUBGRADE
9. GRAVEL BASE
10. 2" GALV. METAL POST
BACKYARD WOOD FENCE
MA TE RIAL: WOOD
COLOR: CREAM
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6' HIGH BACKYARD WOOD FENCE
SCALE:�"= 1'-0"
3'
�
1 �
1 ELEVATION VIEW
SCALE: 112" = 1'-0"
LEGEND
1. 1-1/2"x2"x16 GA. METALIZED
TUBULAR STEEL GATE FRAME.
2. 518" SQ. x 16 GA. METALIZED
TUBULAR STEEL PICKETS EQUALLY
SPACED AT 4 112" MAXIMUM ON CENTER.
3. 2" SQ GATE POST
4. LOCKABLE HANDLE I LATCH
5. SELF CLOSING GATE HINGES
6. WALL I FENCING
7. FINISH GRADE
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SCALE: 112" = 1'-0"
8. PRECAST CONCRETE WALL CAP- REFER TO
FINISH SCHEDULE
9. 8X8X16 ONE SIDED SPLIT FACE BLOCK
REFER TO FINISH SCHEDULE
10. CONCRETE FOOTING
11. COMPACTED SUBGRADE
6' HIGH TUBULAR STEEL VIEW GATE
SCALE: ;" = 1 '-0"
N
PLAN VIEW
SCALE: 112" = 1'-0"
ELEVATION VIEW
SCALE: 112" = 1'-0"
LEGEND
1. 2X4 WOOD JAMB
2. 1X4 WOOD TRIM
3. 2X6 WOOD CAP
4. LOCKING METAL GATE LATCH
5. BACKYARD WOOD FENCE
6. 2X4 FRAME
7. TWO (2) HEAVY DUTY METAL HINGES
8. 1X6 VERTICAL BOARDS
9. 2X4 BRACE
10. FINISH GRADE
11. GRADE SURFACE
12. CONCRETE FOOTING
13. 2" GALV. METAL POST
SIDE YARD WOOD GATE
MATERIAL: WOOD
COLOR: CREAM
6' HIGH SIDE YARD WOOD GATE
SCALE:;"= 1'-0"
PEDESTRIAN GATE
MATERIAL: TUBULAR STEEL
COLOR: SW 6006 BLACK BEAN
SOURCE:SHERWIN-WILLIAMS.COM
41"0.C.
ELEVATION VIEW
SCALE: 112" = 1 '-0"
LEGEND
3'
1. 1-112" x 2" x 16 GA. METALIZED
TUBULAR STEEL GATE FRAME.
2. 518" SQ. x 16 GA. METALIZED
TUBULAR STEEL PICKETS EQUALLY
SPACED AT 4 112" MAXIMUM ON CENTER.
3. 2" SQ GATE POST
4. LOCKABLE HANDLE I LATCH
5. SELF CLOSING GATE HINGES
6. WALL I FENCING
7. FINISH GRADE
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- =I -;., _ I I 11
SECTION VIEW -''=I I l=I''
SCALE: 112" = 1'-0"
8. PRECAST CONCRETE WALL CAP- REFER TO
FINISH SCHEDULE
9. 8X8X16 ONE SIDED SPLIT FACE BLOCK
REFER TO FINISH SCHEDULE
10. CONCRETE FOOTING
11. COMPACTED SUBGRADE
4' HIGH TUBULAR STEEL VIEW GATE
SCALE:�"= 1'-0"
PEDESTRIAN GATE
MATERIAL: TUBULAR STEEL
COLOR: SW 6006 BLACK BEAN
SOURCE:SHERWIN-WILLIAMS.COM
VINEYARD CROSSING Preliminary Landscape Details Wall and Fence Details Brightsky I Antioch, CA I Aug 08, 2025 L-11
ENVI RONM ENTAL DESIGN
SUMMERS/MURPHY & PAR TNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
(949) 443-1446
B26
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[S55] _J
21 3/4"
Emerson Bke Rack
lnstal01ion Guide.
Bike R.ick
Included components
~� �
� h-Co�:place
h-Frame
Tools Required
• Unit ships assembled
• 1/8 ri hex key
• 3/16" hex key
• Hamm er drill with masonry bits
e------11'{//.
1�-Set screw
1/4-20•1"
Embedded option·
2lc-Threaded rod
5/8-11 d-1/2"
with thread patch
• For embedded mount option: chemical anchoring adhesive IHilti HIT RE 500 or equivalent)
" For surface mount option: stainless steel anchoring 1-.ardware, (2.) required per unit (not included). Landscape Forms, Inc. recommends ma•imum 1/2" dia bolt, with a minimum embedded depth of 3" (see Fig. S. for bolt clearances).
WARNING! Unit must be anchored.
HANDLE WITH CARE! Emerson's finish om be swffe<l by contact with tools, concrete, or other ;ibrasive surfaces. Protect the finish from damage during installation. Use touch-up paint to repair any powder coat fini5h abrasions. landscape! ur rn�
F: BIKE RACK
Product Drawing
landscapeforms
[
[8
4 8
]
J
33 1/2"
---1. µ_
-[137] j
5 1/2"
-
[573] .. -22 1/2
SAG
[136] --1s 1 /4" I
HANGER
r
�
[ 586] ...-----H
=========
-
23" [386]
15 1/4'
[5] J
3/16"
Drawing: GJ100-08
Dimensions are in inches [mm]
[46 5]
18 r
4"
[38]
1 1/2"
HI GH-DENSITY
POL YETHYLEN E,r----...J
•
SURFACE MOUNT
TAB DETAIL
[127]
5"
www.landscapetorms.com
ALUMINUM
FRAME
[993]
39"
SAG
HANGER
DETA IL
SURFACE MOUNT TAB
I [953] I
1---37 1/2"-.i WI TH 07/16"THRU HOLE .
NON-CORROSIVE ANCHOR ING
HARDWARE SUPPLIED BY OTHERS.
(4) TABS PER LOUNGE
OJNFIDENTIAL ORAVI/ING INFORMATlON CONTAINED HERBN IS THE PROPEITTY OF LANDSCAPE FORMS.
INTENDED USE IS UMITED TO DESIGN PROFESSIONl\l..S SPECIFYING LANDSCAPE FORMS PRODL.K::TS AND THEIR DIRECT CLIENTS. DRAWING IS NOT TO BE COAED OR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF LANDSCAPE RJRMS. © 2020 LANDSCAPE FORMS AL1- RGITS RESERVED.
C: ADIRONDACK CHAIR
Date; January 31, 2020
1.wm.landscap0orms.com Fh: S::::0.521.2546
[1829mm]
J- 72• 148 MIN)-�
[914mm] k [915mm]
36" MIN EMERSON
� BIKE RACK
=
WALLOR
OBSTRUCTION
=
=
36" MIN
i
[610mm]
24" MIN
Fig. 1. - Recommellded spacing. according to Association of Pedestrian and llicyde Professionals (APBP)
LEVELING_/ GLIDES
3/16"HEX KEY}
Fig. 2. -Component detail
Page7 012
5 • 12 YRS. ADVENTURESCAPES DESIGN-1 (LSI)
G: PLAYGROUND EQUIPMENTS
Poe Side Opening Receptacle, 34 Gallon, standard opening Producl Drawing
landscapef arms
OPTIONAL
RECYCLING
GRAPHICS
� LOCATION
2 PLACES
Drawing: P0257-01
Dimensions are in inches [mm]
U.S. Patent No. 0643,987
[375]
14 3/4"
[559]
22"
[733]
¢29··
_ [144]
5 3/4"
11��DOOR SW INGS
OUT FOR EMPTYING
[8
34 84]
3/4"
www.landscapeforms.com
7 FREESTAND ING
GLIDES
[110 8]
2·' 43 1/
Date: B/31/2011
Ph: 800.521.2546
CONRDENTIAL DRAWING INFORN1ATION CONTAINED HEREIN IS THE PROPERTY OF LANDSCAPE FORMS, INC.
INTENDED USE IS UMrTED TO DESIGN ffiOFESSIONALS SPECIFYING LANDSCAPE FORMS, INC. PRODUCTS AND THBR DIREGr CUENTS. DRA.WII\G IS NOT TO BE CORED OR DISCLOSED TO OTHERS WfTHOIJT THE CONSENT OF LANDSCAPE FORlv18, INC. © 2013 LANDSCAPE FORMS, INC. ALL RIGHTS RESERVED, D: POE SIDE OPENING RECEPTACLE
2 - 5 YRS.· TIMBERFORM LOG SCRAMBLE
, __
,:,.._--.-..
---- -
.,;:::::-•·, .
VINEYARD CROSSING Preliminary Landscape Details Amenity Details ENVI RONM ENTAL DESIGN SUMMERS/MURPHY & PAR TNERS, INC.
34197 COAST HWY SUITE 200
DANA POINT CA 92629
Brightsky I Antioch, CA I Aug 08, 2025 L-12 (949) 443-1446 B27
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SS-1
VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
3C | Craftsman1A | Traditional 1B | FarmhouseADU | Trad ADU | Farm2B | Farmhouse ADU | Farm ADU | Craft Street Scene
B28
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 1 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
Color Scheme FH9 Color Scheme CM3
Color Scheme TR6
B29
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 2 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
UP
16R
PANTRY
PWDR
9'-0" CLG.
H.S.
2 BAY
GARAGE
CONCRETE
COVERED
ENTRY
9'-0" CLG.
CONCRETE
ENTRY
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
GREAT
ROOM
9'-0" CLG.
H.S.
W/H
COATS
T R C
55'
75'
ENTRY
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
DINING
9'-0" CLG.
H.S.
LIVING
9'-0" CLG.
H.S.
PRIMARY
BATH
9'-0" CLG.
H.S.
W.I.C.
9'-0" CLG.
CARPET
PRIMARY
BDRM.
9'-0" CLG.
H.S.
BATH 2
9'-0" CLG.
H.S.
BDRM 2
9'-0" CLG.
H.S.
SERV.
9'-0" CLG.
H.S.
T
R
C
PLAN 1A | SFD & ADU | EXHIBIT
(1B AND 1C SIMILAR)
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B30
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 3 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
3080
UP
16R 2468
2468
PANTRY
PWDR
9'-0" CLG.
H.S.
2868
2868
2040
2 BAY
GARAGE
CONCRETE
COVERED
ENTRY
9'-0" CLG.
CONCRETE
2626
80 60
ENTRY
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
GREAT
ROOM
9'-0" CLG.
H.S.
W/H
COATS
3046
2626 2626
8050
T R C
A
X
A
X
B
X
B
X FLOOR AREA TABLE PLAN 1A
FIRST LEVEL 524 SQ. FT.
SECOND LEVEL 865 SQ. FT.
TOTAL 1389 SQ. FT.
2-BAY GARAGE 476 SQ. FT.
COVERED ENTRY 37 SQ. FT.
DWELLING PLAN SUMMARY - PLAN 1
ROOM TYPE QUANTITY
BEDROOM(S) 3
BATH(S) 2.5
C HS
DN
16R
PR. 1668
LVR. BI-FOLD
C HS
2468
2650 2650
BATH 2
8'-0" CLG.
H.S.
2668
2668
2468
5068
5068
2050
3050
3050
2050 6050
PRIMARY
BATH
8'-0" CLG.
H.S.
W.I.C.
8'-0" CLG.
CARPET
PRIMARY
BDRM.
8'-0" CLG.
CARPET
6050
BDRM 2
8'-0" CLG.
CARPET
C HS
C HS
C HS
2640
SERV.
8'-0" CLG.
H.S.
BDRM 3
8'-0" CLG.
CARPET
2040
2468
TECH. SPACE
8'-0" CLG.
CARPET
3068
3068
SHELF
48"x60"
SHWR.
2046
LINEN
A
X
A
X
B
X
B
X
PLAN 1A | TRADITIONAL
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
First Level Floor PlanSecond Level Floor Plan
5 5
5 5
55 55
B31
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 4 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 NOTE: MASONRY TO TERMINATE AT FENCELINE ON STREET SIDE ELEVATION FOR ALL LOTS B32
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 5 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
12 6
12 6
12 4
PWDR.ENTRY
TECH. SPACE
COATS
12 4
12 6
PRIM.
BATHW.I.C.TECH. SPACEBEDROOM 2
2 BAY
GARAGE
KITCHEN
PLAN 1A | TRADITIONAL
B
A
Sections
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B33
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 6 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B34
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 7 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B35
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 8 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
6:12
RIDGE
6:12
6:12
6:12
RIDGE
VALLEY
HIP
HIP
RIDGE
4:12
ADU
PLAN 1
Roof Plans
1A | Traditional
Eave 12" / Rake 12"
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B36
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 9 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
6:12
RIDGE
6:12
6:12
6:12
RIDGE
VALLEY
HIP
HIP
RIDGE
4:12
4:12
VALLEYADU
4:12
RIDGE
4:12
4:12
4:12
RIDGE
VALLEY
HIP
HIP
RIDGE
4:12
4:12
4:12
HIP
HIP
ADU
PLAN 1
Roof Plans
1B | Farmhouse 1C | Craftsman
Eave 12" / Rake 12" Eave 12" / Rake 12"
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B37
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 10 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
Color Scheme FH7 Color Scheme CM1
Color Scheme TR4
B38
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 11 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
UP
16R
PANTRY
PWDR
9'-0" CLG.
H.S.
2 BAY
GARAGE
CONCRETE
COVERED
ENTRY
9'-0" CLG.
CONCRETE
DINING
9'-0" CLG.
H.S.
ENTRY
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
GREAT
ROOM
9'-0" CLG.
H.S.
W/H
COATS
T R C
55'
75'
ENTRY
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
DINING
9'-0" CLG.
H.S.
LIVING
9'-0" CLG.
H.S.
PRIMARY
BATH
9'-0" CLG.
H.S.
W.I.C.
9'-0" CLG.
CARPET
PRIMARY
BDRM.
9'-0" CLG.
H.S.
BATH 2
9'-0" CLG.
H.S.
BDRM 2
9'-0" CLG.
H.S.
SERV.
9'-0" CLG.
H.S.
T
R
C
(2B AND 2C SIMILAR)
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
PLAN 2A | SFD & ADU | EXHIBIT
B39
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 12 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
3080
UP
16R
2468 2468
PANTRY
PWDR
9'-0" CLG.
H.S.
2868
2626
2868
2040
2 BAY
GARAGE
CONCRETE
COVERED
ENTRY
9'-0" CLG.
CONCRETE
2626
DINING
9'-0" CLG.
H.S.
8060
ENTRY
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
GREAT
ROOM
9'-0" CLG.
H.S.
W/H
COATS
8050
T R C
B
X
B
X
A
X
A
X FLOOR AREA TABLE PLAN 2A
FIRST LEVEL 577 SQ. FT.
SECOND LEVEL 855 SQ. FT.
TOTAL 1432 SQ. FT.
2-BAY GARAGE 459 SQ. FT.
COVERED ENTRY 37 SQ. FT.
DWELLING PLAN SUMMARY - PLAN 2
ROOM TYPE QUANTITY
BEDROOM(S) 3
BATH(S) 2.5
C HS
DN
16R
PR. 1668
LVR. BI-FOLDC HS
3080
2468
3068
2650 2650
BATH 2
8'-0" CLG.
H.S.
2668
2668
2468
5068 5068
2050
4050
3050
2050 5040
PRIMARY
BATH
8'-0" CLG.
H.S.
W.I.C.
8'-0" CLG.
CARPET
PRIMARY
BDRM.
8'-0" CLG.
CARPET
5050
BDRM 2
8'-0" CLG.
CARPET
LINEN
C HS
C HS
C HS2640
SERV.
8'-0" CLG.
H.S.
BDRM 3
8'-0" CLG.
CARPET
2050
1636
B
X
B
X
A
X
A
X
PLAN 2A | TRADITIONAL
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
First Level Floor PlanSecond Level Floor Plan
141414 14
14 14
14 14
B40
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 13 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B41
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 14 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
12 6
12 6
12 6
PWDR.ENTRY COATS
TECH. SPACE
12 4
2 BAY
GARAGE
GREAT
ROOM
PRIMARY
BEDROOM
BEDROOM 2
12 6
12 6
12 6
PLAN 2A | TRADITIONAL
B
A
Sections
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B42
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 15 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B43
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 16 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B44
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 17 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
6:12
RIDGE
6:12
4:12
6:12
6:12
6:12
6:12
6:12
6:12
RIDGE
VALLEY
VALLEY
RIDGE
6:12
HIP
HIP
HIP
HIP
HIP
HIP
ADU
PLAN 2
Roof Plans
2A | Traditional
Eave 12" / Rake 12"
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B45
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 18 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
6:12
RIDGE
6:12
4:12
6:12
6:12
RIDGE
VALLEY
R
6:12
4:12
6:12
4:12
HIP
HIP
ADU
4:12
RIDGE
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
RIDGE
VALLEY
VALLEY
RIDGE
4:12
HIP
HIP
HIP
HIP
HIP
HIP
4:12
ADU
PLAN 2
Roof Plans
2B | Farmhouse 2C | Craftsman
Eave 12" / Rake 12" Eave 12" / Rake 12"
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B46
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 19 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
Color Scheme FH8 Color Scheme CM2
Color Scheme TR5
B47
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 20 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
UP
16R
2 BAY
GARAGE
CONCRETE
COATS
ENTRY
9'-0" CLG.
H.S.
PWDR.
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
DINING
9'-0" CLG.
H.S.
GREAT
ROOM
9'-0" CLG.
H.S.
W/H
COVERED
ENTRY
9'-0" CLG.
CONCRETE
T R C
55'
75'
ENTRY
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
DINING
9'-0" CLG.
H.S.LIVING
9'-0" CLG.
H.S.
PRIMARY
BATH
9'-0" CLG.
H.S.
W.I.C.
9'-0" CLG.
CARPET
PRIMARY
BDRM.
9'-0" CLG.
H.S.
BATH 2
9'-0" CLG.
H.S.
BDRM 2
9'-0" CLG.
H.S.
SERV.
9'-0" CLG.
H.S.
T
R
C
(3B AND 3C SIMILAR)
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
PLAN 3A | SFD & ADU | EXHIBIT
B48
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 21 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
3080
UP
16R
2468
2868
2626
2868
2 BAY
GARAGE
CONCRETE
2626
COATS
2468
2626
8080
ENTRY
9'-0" CLG.
H.S.
PWDR.
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
DINING
9'-0" CLG.
H.S.
GREAT
ROOM
9'-0" CLG.
H.S.
W/H
8050
COVERED
ENTRY
9'-0" CLG.
CONCRETE
T R C
B
X
B
X
A
X
A
X FLOOR AREA TABLE PLAN 3A
FIRST LEVEL 603 SQ. FT.
SECOND LEVEL 1029 SQ. FT.
TOTAL 1632 SQ. FT.
2-BAY GARAGE 473 SQ. FT.
COVERED ENTRY 33 SQ. FT.
DWELLING PLAN SUMMARY - PLAN 3A
ROOM TYPE QUANTITY
BEDROOM(S) 3
BATH(S) 2.5
PRIMARY
BATH
8'-0" CLG.
H.S.
DN
16R
2468
C HS
2468
2468
21068
C HS
3050
2668
2668
PR. 1668
LVR. BI-FOLD
C HS
LINEN
60503050
20502050
W.I.C.
8'-0" CLG.
CARPET
PRIMARY
BDRM.
8'-0" CLG.
CARPET
BATH 2
8'-0" CLG.
H.S.
BDRM 3
8'-0" CLG.
CARPET 2468
2468
BDRM 2
8'-0" CLG.
CARPET
W.I.C.
8'-0" CLG.
CARPET
W.I.C.
8'-0" CLG.
CARPET
SERV.
8'-0" CLG.
H.S.
LOFT/
OPT. BD.4
8'-0" CLG.
CARPET
5050
205020503050
2050
2040
8050
2040
(AGING-IN-PLACE)
(AGING-IN-PLACE)
2668
OPT.
5068OPT.
4050
3068
B
X
B
X
A
X
A
X
3068
5050
20502050
BDRM 4
8'-0" CLG.
CARPET
2668
5068
PLAN 3A | TRADITIONAL
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
First Level Floor PlanSecond Level Floor Plan
Opt. Bedroom 4
23 23
23 23
23 2323 23
B49
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 22 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B50
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 23 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
12 6
12 6
COATSPWDR.ENTRY
PRIMARY
BATH
2 BAY
GARAGE KITCHEN
12 6
COATS
BEDROOM 2W.I.C. SERV.
LOFT /
OPT. BED. 4
PLAN 3A | TRADITIONAL
B
A
Sections
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B51
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 24 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B52
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 25 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B53
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 26 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
6:12
RIDGE
6:12
6:12
6:12
6:12
RIDGE
R
ADU
PLAN 3
Roof Plans
3A | Traditional
Eave 12" / Rake 12"
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B54
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 27 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
6:12
RIDGE
6:12
6:12
6:12
6:12
6:12
6:12
RIDGE
HIP
VALLEY
HIP
HIP
HIP
4:12
ADU
4:12
4:12
RIDGE
4:12
4:12
4:12
4:12
4:12
4:12
RIDGE
HIP
VALLEY
HIP
HIP
HIP
ADU
PLAN 3
Roof Plans
3B | Farmhouse 3C | Craftsman
Eave 12" / Rake 12" Eave 12" / Rake 12"
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
B55
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 28 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
Color Scheme FH7 Color Scheme CM1
Color Scheme TR4Color Scheme TR4
B56
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 29 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
W/H
36X40
PR. 1668 LVR.
BI-FOLD
2668
2468
PANTRY
2468
3080
LINEN
5080
2468
5050
2680
2050
2040
3050 30503050
5050
3040
2068
2068
ENTRY
9'-0" CLG.
H.S.
KITCHEN
9'-0" CLG.
H.S.
DINING
9'-0" CLG.
H.S. LIVING
9'-0" CLG.
H.S.
PRIMARY
BATH
9'-0" CLG.
H.S.
W.I.C.
9'-0" CLG.
CARPET
PRIMARY
BDRM.
9'-0" CLG.
H.S.
BATH 2
9'-0" CLG.
H.S.
BDRM 2
9'-0" CLG.
H.S.
SERV.
9'-0" CLG.
H.S.
68 60
B
X
B
X
A
X
A
X
FLOOR AREA TABLE A.D.U. - PLAN 2A
FIRST LEVEL 726 SQ. FT.
TOTAL 726 SQ. FT.
COVERED ENTRY 5 SQ. FT.
DWELLING PLAN SUMMARY - A.D.U. - PLAN 2A
ROOM TYPE QUANTITY
BEDROOM(S) 2
BATH(S) 2
6:12
RIDGE
6:12
SFD
A.D.U. PLAN 2
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
Floor PlanRoof Plan
31 31
31 31
B57
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 30 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B58
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 31 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
12 6
12 6
BEDROOM 2
KITCHEN W/H BEDROOM 2 BATH 2 BATH 1ENTRY LIVING W.I.C.
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
A.D.U. PLAN 2
Sections
B
A
B59
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 32 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B60
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 33 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
Note: Artist’s Conception; Colors, Materials
And Application May Vary.
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 B61
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 34 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
Coach Light Specs | Generational Lighting
8638701-12: Large One Light Uplight Outdoor Wall
Lantern
Collection: Sevier
Supplied with 6.5-inches of wire
For an eco-friendly lighting design, convert to LED bulbs to offer savings and reduce energy
Designed
for damp and wet environments allowing for direct water contact
1-year manufact
urer warranty
Meets Title 24 energy efficiency standards
UPC #:785652001390
Finish: B
lack (12)
Dimensions:
Width: 9 3/8''
Height: 21 3/4''
Weight: 4.4 lbs.
Extends: 8 5/8''
Wire: 6 1/2'' (color/Black/White)
Mounting Proc.: Cap Nuts
Connection: Mounted To Box
Bulbs:
1 - Medium A19 100w Max. 120v - Not included
Features:
Clear bulb(s) recommended for this fixture
Easily converts to LED with optional replacement lamps
Meets Title 24 energy efficiency standards
Title 24 compliant if used with Joint Appendix (JA8) approved light bulbs listed in the California Energy Commission Appliance database.
Material List:
1 Body - Die Cast Aluminum - Black
Safety Listing:
Safety Listed for Wet Locations
Instruction Sheets:
Trilingual (English, Spanish, and French) (990W86387_1-SEV) Shade / Glass / Diffuser Details:
Part Material Finish Quantity Item Number Length Width Height Diameter Fitter Diameter
Shade Top
Length
Shade Top
Width
Shade Top
Diameter
Panel Glass Clear 6 3 1/4 8 7/8
Backplate / Canopy Details:
Type Height / Length Width Depth Diameter Outlet Box Up Outlet Box Down Back Plate 5 3/8 4 1/2 7/8 18 3/4 3
Shipping Information:
Package Type Product # Quantity UPC Length Width Height Cube Weight Frt. Class UPS Ship Individual 8638701-12 1 785652001390 20.25 12 11.5 1.617 5.8 250 Yes NJ Pallet 48 48 40 71.5 79.444 278.4 No
NV Pallet 48 48 40 71.5 79.444 278.4 No
Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice. This literature depicts a product design that is the sole and exclusive property of Generation Lighting . In compliance with U.S copyright and patent requirements, notification is hereby presented in this form that this literature, or the product it depicts, is not to be copied, altered or used in any manner without the express written consent of, or contrary to the best interests of Generation Lighting, a Visual Comfort & Co brand. 8737401-12: Large One Light Outdoor Wall Lantern
Collection: Barn Light
Featured in the decorative Barn Light collection
1 A19 Medium 75 watt light bulb
Dark sky friendly. Designed to emit no light above the 90° horizontal plane. Phot
ometry unavailable.
Easily converts to LED with optional replacement lamps
Meets Title 24 energy efficiency standards
UPC #:785652069390
Finish: B
lack (12)
Dimensions:
Diameter: 14''
Width: 14''
Height: 13 1/2''
Weight: 3.4 lbs.
Extends: 21 1/8''
Extends Max: 27 1/8''
Wire: 6 1/2'' (color/Black/White)
Mounting Proc.: Cap Nuts
Connection: Mounted To Box
Bulbs:
1 - Medium A19 75w Max. 120v - Not included
Features:
Dark sky friendly. Designed to emit no light above the 90° horizontal plane. Photometry unavailable.
Easily converts to LED with optional replacement lamps
Meets Title 24 energy efficiency standards
Title 24 compliant if used with Joint Appendix (JA8) approved light bulbs listed in the California Energy Commission Appliance database.
Material List:
1 Body - Aluminum - Black
Safety Listing:
Safety Listed for Wet Locations
Instruction Sheets:
Trilingual (English, Spanish, and French) (990W8_37401-BRL) Backplate / Canopy Details:
Type Height / Length Width Depth Diameter Outlet Box Up Outlet Box Down Back Plate 1 1/4 5 5 1/4 8 1/4
Shipping Information:
Package Type Product # Quantity UPC Length Width Height Cube Weight Frt. Class UPS Ship Individual 8737401-12 1 785652069390 20.5 16.5 16.38 3.206 5.3 300 Yes NJ Pallet 24 48 40 70 77.778 127 No
NV Pallet 24 48 40 70 77.778 85 No
Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice. This literature depicts a product design that is the sole and exclusive property of Generation Lighting . In compliance with U.S copyright and patent requirements, notification is hereby presented in this form that this literature, or the product it depicts, is not to be copied, altered or used in any manner without the express written consent of, or contrary to the best interests of Generation Lighting, a Visual Comfort & Co brand. 8745893S-12: Large LED Outdoor Wall Lantern
Collection: Union
UPC #:785652125447
Finish: B lack (12)
Dimensions:
Width: 5 3/8''
Height: 18 3/4''
Extends: 7 3/8''
Wire: 6 1/2'' (color/Black/White)
Mounting Proc.: Cap Nuts
Connection: Mounted To Box
Bulb Type: Modules
Bulb Base: Integrated
Volts: 120
Watts: 14
Watts Consumed: 14
Watts Rated: 14
Hours Rated: 50000
Lumens: 470
Bulb Temp: 3000 °K
CRI: 90
Bulbs:
1 - LED Integrated Modules 14w Max. 120v - included
Features:
This advanced LED technology is carefully designed and
selected to consist of the highest quality LED chipsets for superior performance and reliability.
Meets Title 24 energy efficiency standards
Title 24 compliant high efficacy light source that is not required to be listed in the California Energy Commission Appliance database.
Material List:
1 Body - Aluminum - Black
Safety Listing:
Safety Listed for Wet Locations
Instruction Sheets:
Trilingual (English, Spanish, and French) (UNION_OD_WALL) Backplate / Canopy Details:
Type Height / Length Width Depth Diameter Outlet Box Up Outlet Box Down Back Plate 7 5 3/4 3 1/2
Shipping Information:
Package Type Product # Quantity UPC Length Width Height Cube Weight Frt. Class UPS Ship Individual 8545893S-71 1 785652125447
Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice. This literature depicts a product design that is the sole and exclusive property of Generation Lighting . In compliance with U.S copyright and patent requirements, notification is hereby presented in this form that this literature, or the product it depicts, is not to be copied, altered or used in any manner without the express written consent of, or contrary to the best interests of Generation Lighting, a Visual Comfort & Co brand.
C | CRAFTSMANB | FARMHOUSEA | TRADITIONAL
B62
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 35 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
1 3
12 6
12 6
2 1
43 6
12 6
12 6
2 1
4 53 6
12 6
12 6
12 6
45 3 6
2 1
12 6
12 6
12 4
GYP. BD.
INSULATION
WHERE OCCURS
COAT FINISH BELOW
2x P.T. SILL PLATE
J-MOLD WITH BRUSH
FINISH GRADE
CONCRETE HARDSCAPE
AS OCCURS PER PLAN
SHEAR PANEL - AS OCCURS
SEE STRUCTURAL26 GAUGE CORROSION
RESISTANT TERMITE
SHIELD
THIN SET BRICK VENEER SCREED
3"=1'-0"
THIN SET BRICK VENEER
1" RIGID FOAM
IF ANY WOOD IS LESS THAN 8" TO
EXPOSED GROUND THEN IT MUST
BE NATURALLY DURABLE OR
PRESERVATIVE TREADED WOOD
PER CRC SEC R317.1 #2.
SL.
SL.
*
(2) LAYERS BUILDING
PAPER "GMC CRAFT
60" ICC# ESR 2376
(OR EQUIVALENT)
26 ga. STUCCO
1-COAT STUCCO
WINDOW INSTALLATION - 3"=1'-0"
1C-WI-WIN0-STO1-00
STUCCO BASE AND FINISH
VAPOR BARRIER
WINDOW FRAME
HEADER PER
GYP. BD.
INSULATION
WHERE
OCCURS
SL.
VAPOR BARRIER
WINDOW FRAME
2x BACKING GYP. BD.
2x FRAMING INSULATION WHERE
1-1/2"
TYP.
OCCURS
INSULATION
GYP. BD.
2x SILL
CONTINUOUS BEAD
VAPOR BARRIER
WHERE
OCCURS
2x BLOCKING
DOUBLE
1" RIGID FOAM
WINDOW SILL
WINDOW JAMB
WINDOW HEAD
CONTINUOUS BEAD
OF SEALANT
WINDOW FRAME
STRUCT.
OF SEALANT
CONTINUOUS BEAD
OF SEALANT
COATS OVER GALVANIZED
METAL LATH
1" RIGID FOAM
1" RIGID FOAM
STUCCO BASE AND FINISH
COATS OVER GALVANIZED
METAL LATH
STUCCO BASE AND FINISH
COATS OVER GALVANIZED
METAL LATH
SL.
NOTE: SEE DETAIL 1 THIS
SHEET FOR APPLICATION
(2) LAYERS BUILDING PAPER
"GMC CRAFT 60" ICC# ESR
2376 (OR EQUIVALENT)
(2) LAYERS BUILDING PAPER
"GMC CRAFT 60" ICC# ESR 2376
(OR EQUIVALENT)
(2) LAYERS BUILDING PAPER
"GMC CRAFT 60" ICC# ESR 2376
(OR EQUIVALENT)
COLOR COAT OVER
1X4 RIGID FOAM
TRIM- ALT. SIZES MAY
OCCUR, REFER TO
EXT. ELEV.-OVER
STUCCO BASE
COAT-INSTALL PER
MFR. INSTRUCTIONS
COLOR COAT OVER
1X4 RIGID FOAM
TRIM- ALT. SIZES MAY
OCCUR, REFER TO
EXT. ELEV - OVER
STUCCO BASE
COAT-INSTALL PER
MFR. INSTRUCTIONS
COLOR COAT OVER 1X4 RIGID
FOAM TRIM- ALT. SIZES MAY
OCCUR, REFER TO EXT. ELEV. -
OVER STUCCO BASE
COAT-INSTALL PER MFR.
INSTRUCTIONS
WINDOW CORNER
STUCCO SCREED
1C-SD-SCREED-01
3"=1'-0"
GYP. BD.
INSULATION
WHERE OCCURS
COAT FINISH BELOW
2x P.T. SILL PLATE
J-MOLD WITH BRUSH
FINISH GRADE
CONCRETE HARDSCAPE
AS OCCURS PER PLAN
SHEAR PANEL - AS OCCURS
SEE STRUCTURAL26 GAUGE CORROSION
RESISTANT TERMITE
SHIELD
STUCCO BASE AND FINISH
COATS OVER GALVANIZED
METAL LATH
1" RIGID FOAM
IF ANY WOOD IS LESS THAN 8" TO
EXPOSED GROUND THEN IT MUST
BE NATURALLY DURABLE OR
PRESERVATIVE TREADED WOOD
PER CRC SEC R317.1 #2.
SL.
SL.
*
(2) LAYERS BUILDING
PAPER "GMC CRAFT
60" ICC# ESR 2376
(OR EQUIVALENT)
26 ga. STUCCO
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
TRADITIONAL "A"
Details
5 23 1
4 6
1A | Traditional 2A | Traditional 3A | Traditional
ADU | Traditional
B63
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 36 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
4 53
1 12
6 12
6 12
4 45 3
1 12
6 12
6 12
6 45 3
1 12
6 12
6 2
34 12
6 12
6 1C-SF-STO1-SOFF-04
SOFFIT 3"=1'-0"
STRUCTURAL DRAWINGS
BEAM PER STRUCT.
ROOF FRAMING PER
1" RIGID FOAM
(2) LAYERS BUILDING
PAPER "GMC CRAFT 60"
ICC# ESR 2376 (OR
EQUIVALENT)
COLOR COAT
OVER RIGID FOAM
TRIM - SIZE PER
ELEVATIONS
-OVER BROWN
COAT. INSTALL
PER MFR.
INSTRUCTIONS
PER PLAN
IF ANY WOOD IS LESS THAN 8" TO
EXPOSED GROUND THEN IT MUST
BE NATURALLY DURABLE OR
PRESERVATIVE TREADED WOOD
PER CRC SEC R317.1 #2.
*
STUCCO SCREED
1C-SD-SCREED-01
3"=1'-0"
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
FARMHOUSE "B"
Details
5 23
1B | Farmhouse 2B | Farmhouse 3B | Farmhouse
ADU 2 | Farmhouse
1 4
6 B64
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 37 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
14 2
3 12
4 12
4 12
4 14
2 3
12 4
12 4
12 4
12 4
1 4
2 3
7 12
4 12
4 2
34 1
12 4
12 4
STUCCO STONE VENEER SCREED
1C-SD-SCREED-STON-01
3"=1'-0"
GYP. BD.
INSULATION
WHERE OCCURS
2x P.T. SILL PLATE
FINISH GRADE
CONCRETE HARDSCAPE
AS OCCURS PER PLAN
AS OCCURS
SEE STRUCTURAL
SL.
26 GAUGE CORROSION
RESISTANT TERMITE
SHIELD
SHEAR PANEL
MANUFACTURED ADHERED
STUCCO STONE VENEER
PER ELEV. - OVER BROWN
COAT INSTALL PER MFR.
INSTRUCTIONS
NOTE: SEE CRC SECTION
R703.12 FOR ADHERED
VENEER REQUIREMENTS
IF ANY WOOD IS LESS THAN 8" TO
EXPOSED GROUND THEN IT MUST
BE NATURALLY DURABLE OR
PRESERVATIVE TREADED WOOD
PER CRC SEC R317.1 #2.
1" RIGID FOAM
SL.
*
COAT FINISH BELOW
J-MOLD WITH BRUSH
(2) LAYERS BUILDING PAPER
"GMC CRAFT 60" ICC# ESR 2376
(OR EQUIVALENT)
26 ga. STUCCO
SOFFIT 3"=1'-0"
STRUCTURAL DRAWINGS
BEAM PER STRUCT.
ROOF FRAMING PER
PANEL
FIBER CEMENT VERTICAL
ELASTOMERIC SHEET
WATERPROOFING
EXTEND AS NOTED
WITH DRIP
METAL FLASHING
1x4 CEMENTITIOUS TRIM
3/4" EXT. GRADE PLYWOOD
(2) LAYERS OF BUILDING PAPER
ICC# 1027
METAL 'J'
MOLD
1x4
CEMENTITIOUS
TRIM
1" RIGID FOAM
(1) LAYER 15# BUILDING
FELT OR APPROVED
EQUIVALENT
1X3 WOOD BATTS
SPACED AT 16" O.C.
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
CRAFTSMAN "C"
Details
5 23
1C | Craftsman 2C | Craftsman 3C | Craftsman
ADU | Craftsman
1 4
67 B65
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 38 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
1C | Craftsman1A | Traditional
PLAN 1
1B | Farmhouse
Massing Models
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
Front | Left Front | Left Front | Left
Rear | RightRear | Right Rear | Right
B66
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 39 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
2C | Craftsman2A | Traditional
PLAN 2
2B | Farmhouse
Massing Models
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
Front | Left Front | Left Front | Left
Rear | RightRear | Right Rear | Right
B67
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 40 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
3C | Craftsman3A | Traditional
PLAN 3
3B | Farmhouse
Massing Models
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
Front | Left Front | Left Front | Left
Rear | RightRear | Right Rear | Right
B68
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 41 VINEYARD CROSSING
ANTIOCH, CA
0 2 4 8
DESIGN SUBMITTAL
© 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. | 2022362 | 07-30-25 Note: Artist’s Conception; Colors, Materials
And Application May Vary.
C | CraftsmanA | Traditional
A.D.U. PLAN
B | Farmhouse
Massing Models
VINEYARD CROSSING
ANTIOCH, CA
| 2022362 | 07-15-25C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA.
Scale: 1/4"=1'-0"
0 2 4 8 16
Front | Left Front | Left Front | Left
Rear | RightRear | Right Rear | Right
B69
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
fax + 1 949 553 0548
■■
11 I
C7LJCJ
�[LJLJLJLJLJLJ
CONCEPTUAL STREETSCENE
VINEYARD CROSSING
City of Antioch, California
0 4 8
I 1 1
16 A25-2407 I
A-0.1
07.11.25 B70
X
666
X
x I
f'-.. 672
67 5 ' ..______
51.0 Bassenian I Lagoni
ARCHITECTURE· PLANNING• INTERIORS
Copyright 20 24 Bassenian I Lagoni Architects
2031 Orchard Drive, Suite 100
Newport Beach, Cft. USA 92660
tel +1949553 9100
fax 1 949 553 05 48
l=Ct
X
663
,
75.J 71.7
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15.8 X
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76.4 X
73./
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---------------
71. 6
-----------
� 706
70.J 7rY
70.2 69.6
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69.9 69.4
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692
X
X X
692
69.6 X
X 70.4
X
69.5 X
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15.9 X X
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VINEYARD CROSSING
City of Antioch , California
A25-2407 I
\
X I
' X /6.fJ
14.0 lJ.6 X
+
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72.7 72.4
x 71.5 X
ll.4X
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X
I �
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UNIT MIX SUMMARY (EAST)
PLAN UNIT COUNT %MIX
BLDG 100 6 23%
BLDG 200 5 19%
(26 LOTS)
A - CONTEMPORARY RANCH
B - FARMHOUSE
66.6 11.1 X
X
-------123 • --- . -.-.-.-.·Jc:::
�
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X 76.5
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72.6 I
11.1 70.5
74.J
(
A-0.2
07.15.25 �\If?. B • htSk %,\� rig yRESIDENTIAL
B71
Bassenian I Lagoni
ARCHITECTURE. PLANNING. INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
2031 Orchard Drive, Suite 100
Newport Beach, CA USA 92660
tel. + 949 553 9100
fax + 949 553 0548
DUPLEX 100
Front Elevations
VINEYARD CROSSING
City of Antioch ' California
O 4 8
1 1 1
16 I A25-2407 I
-- �====; �====; �====; ----� �===� '----
1.....--_ -_ --, �
____ L_:J .___I - L---...r--- -
REFER TO COLOR PALETTE PREPARED BY THE COLOR CONSULTANT FOR SCHEME INFORMATION A-1.0
12.19.24 B72
GARAGE
207204 X
9'-1" CLG.
PDR.
7'-6" CLG.
UP
17 R
KITCHEN
9'-1" CLG.
REF.
D.W.
DINING
8785 X
9'-1" CLG.LIVING
120114 X
9'-1" CLG.
COVERED PATIO
8740 X
9'-1" CLG.
PORCH
9'-1" CLG.
ENTRY
9'-1" CLG.
T.
R.
G.
PANTRY
A/C
GARAGE
206204 X
9'-1" CLG.
PDR.
8'-1" CLG.
UP
17 R
PORCH
9'-1" CLG.
DINING
1110108 X
9'-1" CLG.
COVERED
PATIO
11660 X
9'-1" CLG.
KITCHEN
9'-1" CLG.
REF.
D.W.PANTRY
ENTRY
9'-1" CLG.
G. R. T.
HPWH
LIVING
133156 X
9'-1" CLG.
A/C
47'-6"
4'-0"43'-6"
12'-7" 8'-7"
47'-0"
46'-6"
31'-6"9'-0"
11'-6"
6'-0"
14'-2"
4'-0"4'-0"
DN
17 R
PRIMARY
BEDROOM
1101410 X
9'-1" CLG.
PRIMARY
BATH
9'-1" CLG.
SEAT
42x54
BA. 2
9'-1" CLG.
LAU.
9'-1" CLG.
W/D HPWH
BEDROOM 2
102118 X
9'-1" CLG.
BEDROOM 3
102106 X
9'-1" CLG.
WALK-IN
CLOSET
18 L.F.
LINEN
PRIMARY
BATH
9'-1" CLG.
WALK-IN
CLOSET
15 L.F.
PRIMARY
BEDROOM
137156 X
9'-1" CLG.
W.
D.
LAU.
9'-1" CLG.
BEDROOM 3
101122 X
9'-1" CLG.
BEDROOM 2
101122 X
9'-1" CLG.
SEAT
42x60
BA. 2
9'-1" CLG.
DN
17 R
LINEN
PLAN 1PLAN 2
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH9 SQ. FT.
COVERED PATIO34 SQ. FT.
2 - CAR GARAGE452 SQ. FT.
TOTAL1405 SQ. FT.
2ND FLOOR895 SQ. FT.
1ST FLOOR510 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS
1405 SQ. FT.
PLAN 1
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH27 SQ. FT.
COVERED PATIO69 SQ. FT.
2 - CAR GARAGE474 SQ. FT.
TOTAL1,565 SQ. FT.
2ND FLOOR967 SQ. FT.
1ST FLOOR598 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS
1,565 SQ. FT.
PLAN 2
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
D U P L E X 1 0 0 A
R e f l e c t s C o n t e m p o r a r y R a n c h E l e v a t i o n A-1.1
B73
LEFT
ALT. LOCATION
TEL.
r::, ,--.,
Ir 'I I I
I-.._/ 1 I I --, L_...J 1,-, I r-, I,.., 11 I L_...J 1---,ELEC.1 I '- -...J
T.V.
RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
fax + 1 949 553 0548
DUPLEX I00A
Contemporary Ranch Elevation
VINEYARD CROSSING
City of Antioch, California
0 2 4
I 1 1 A25-2407 I
TEL.
□�
D
B
E�C.
T.V.
FRONT
■
REAR
A - CONTEMPORARY RANCH
I /4"= I '-0"
REFER TO COLOR PALETTE PREPARED BY THE COLOR CONSULT ANT FOR SCHEME INFORMATION 0 I
co
0 I
co
.;I
�
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I
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ca
....J ....J
w
MATERIAL LEGEND
A. FLAT CONCRETE TILE
B. STUCCO - COLOR VARIES
C. RECESSED HEADER
D. STUCCO OVER FOAM TRIM
E. VINYL WINDOW
F. METAL SECTIONAL GARAGE DOOR
G. LIGHT FIXTURE
r---------------------------------r
r------------ T------- -------,
1 ..o.. I
------------ �
I
I
-------1
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ROOF PLAN A
PITCH: 5: 12 U.N.O.
RAKE: 6"
EAVE: 12"
ROOF MATERIAL: FLAT CONCRETE TILE
A-1.2
07.11.25 �"0'. 8 • htSk �11f r 19
RESIDENTIALY
118"•1'-<Y"
B74
GARAGE
207204 X
9'-1" CLG.
PDR.
7'-6" CLG.
UP
17 R
KITCHEN
9'-1" CLG.
REF.
D.W.
DINING
8785 X
9'-1" CLG.LIVING
120114 X
9'-1" CLG.
COVERED PATIO
8740 X
9'-1" CLG.
PORCH
9'-1" CLG.
ENTRY
9'-1" CLG.
T.
R.
G.
PANTRY
A/C
GARAGE
206204 X
9'-1" CLG.
PDR.
8'-1" CLG.
UP
17 R
PORCH
9'-1" CLG.
DINING
1110108 X
9'-1" CLG.
COVERED
PATIO
11660 X
9'-1" CLG.
KITCHEN
9'-1" CLG.
REF.
D.W.PANTRY
ENTRY
9'-1" CLG.
G. R. T.
HPWH
LIVING
133156 X
9'-1" CLG.
A/C
47'-6"
4'-0"43'-6"
12'-7" 8'-7"
47'-0"
46'-6"
31'-6"9'-0"
11'-6"
6'-0"
14'-2"
4'-0"4'-0"
DN
17 R
PRIMARY
BEDROOM
1101410 X
9'-1" CLG.
PRIMARY
BATH
9'-1" CLG.
SEAT
42x54
BA. 2
9'-1" CLG.
LAU.
9'-1" CLG.
W/D HPWH
BEDROOM 2
102118 X
9'-1" CLG.
BEDROOM 3
102106 X
9'-1" CLG.
WALK-IN
CLOSET
18 L.F.
LINEN
PRIMARY
BATH
9'-1" CLG.
WALK-IN
CLOSET
15 L.F.
PRIMARY
BEDROOM
137156 X
9'-1" CLG.
W.
D.
LAU.
9'-1" CLG.
BEDROOM 3
101122 X
9'-1" CLG.
BEDROOM 2
101122 X
9'-1" CLG.
SEAT
42x60
BA. 2
9'-1" CLG.
DN
17 R
LINEN
PLAN 1PLAN 2
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH9 SQ. FT.
COVERED PATIO34 SQ. FT.
2 - CAR GARAGE452 SQ. FT.
TOTAL1,352 SQ. FT.
2ND FLOOR830 SQ. FT.
1ST FLOOR522 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS
1,352 SQ. FT.
PLAN 1
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH27 SQ. FT.
COVERED PATIO69 SQ. FT.
2 - CAR GARAGE474 SQ. FT.
TOTAL1,565 SQ. FT.
2ND FLOOR967 SQ. FT.
1ST FLOOR598 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS
1,565 SQ. FT.
PLAN 2
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
D U P L E X 1 0 0 B
R e f l e c t s F a r m h o u s e E l e v a t i o n A-1.3
B75
LEFT
ALT. LOCAT ON
TEL.
RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
fax +1 949 553 0548
DUPLEX 100B
Farmhouse Elevation
VINEYARD CROSSING
City of Antioch, California
0 2 4
I I I A25-2407 I
TE __
c�
10 1
[:::LEG.
T.\/.
FRONT
REAR
A
B - FARMHOUSE
1/4"= I '-0"
REFER TO COLOR PALETTE PREPARED BY THE COLOR CONSULTANT FOR SCHEME INFORMATION ,._J = = I -0 _, _, � °'
(X) ,::,
I
..., = = I -0 -' _, � °' 00 ,::,
I
II
C)
I
C)
= zo_-, 0
- _J MATERIAL LEGEND (X) -
��
::J A. FLAT CONCRETE TILE
� B. STUCCO
� C. CEMENTITIOUS BOARD/BATTEN SIDING
0 D. CEMENTITIOUS HORIZONTAL SIDING
E. CEMENTITIOUS TRIM
F. STUCCO OVER FOAM TRIM
G. DECORATIVE SHUTTER
H. VINYL WINDOW
I. METAL SECTIONAL GARAGE DOOR
J. LIGHT FIXTURE
,------------ T-------- ------,
I .,.,_ I I .,.,_ I �=====�1 :
I
� ►
I II II I
,._,.. I
h II
II
II : I ---------r--+-------------;-t I I
I
I
I
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I
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I t- I I 'I I I __ J I
I
L * I ------------
'--=c!:::===�d=�=_J:::..J
_____ ...J .....,,. J
ROOF PLAN
PITCH: S: 12 U.N.O.
RAKE: 6"
EAVE: 12"
ROOF MATERIAL: FLAT CONCRETE TILE
A-1.4
02.05.25 �,,,� B . htSk %,,f rig yRESIDENTIAL
B
I18"=I'-0"
B76
9'-1" 9'-1"
SECTIONA
WALK-IN
CLOSET
KITCHENPDR.
BA. 2
GARAGEENTRY
PLAN 1PLAN 2
HALL
9'-1" 9'-1"
SECTIONB
ENTRY PORCH
PRIMARY
BATH
PRIMARY
BEDROOM
LIVING DINING
PRIMARY
BEDROOM
PRIMARY
BATH
PLAN 1PLAN 2
LIVING
9'-1" 9'-1"
SECTIOND
PDR.GARAGE
PRIMARY
BATHLAU.
PLAN 1
BEDROOM 3
KITCHEN
9'-1" 9'-1"
SECTIONC
DININGPDR.GARAGE
BEDROOM 2 HALL LAU.
PRIMARY
BEDROOM
PLAN 2
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
S e c t i o n s
A-1.5
D U P L E X 1 0 0
B77
D
Bassenian I Lagoni
ARCHITECTURE. PLANNING. INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
2031 Orchard Drive, Suite 100
Newport Beach, CA USA 92660
tel. + 949 553 9100
fax + 949 553 0548
DUPLEX 200
Front Elevations
VINEYARD CROSSING
City of Antioch ' California
O 4 8
1 1 1
16 I A25-2407 I
•
REFER TO COLOR PALETTE PREPARED BY THE COLOR CONSULTANT FOR SCHEME INFORMATION A-2.0
12.19.24 B78
GARAGE
207204 X
9'-1" CLG.
PDR.
7'-6" CLG.
UP
17 R
KITCHEN
9'-1" CLG.
REF.
D.W.
DINING
8785 X
9'-1" CLG.LIVING
120114 X
9'-1" CLG.
COVERED PATIO
8740 X
9'-1" CLG.
PORCH
9'-1" CLG.
ENTRY
9'-1" CLG.
T.
R.
G.
PANTRY
A/C
GARAGE
204204 X
9'-1" CLG.
UP
17 R
PORCH
9'-1" CLG.
ENTRY
VOL. CLG.
KITCHEN
9'-1" CLG.
DINING
12788 X
9'-1" CLG.
LIVING
133168 X
9'-1" CLG.
PDR.
8'-1" CLG.
G. R. T.
HPWH
D.W.
REF.PANTRY
COVERED
PATIO
12660 X
9'-1" CLG.
A/C
47'-6"
4'-0"43'-6"
12'-7" 8'-7"
47'-0"
47'-6"
33'-6"8'-0"
13'-2"12'-6"
6'-0"
4'-0"4'-0"
DN
17 R
PRIMARY
BEDROOM
1101410 X
9'-1" CLG.
PRIMARY
BATH
9'-1" CLG.
SEAT
42x54
BA. 2
9'-1" CLG.
LAU.
9'-1" CLG.
W/D HPWH
BEDROOM 2
102118 X
9'-1" CLG.
BEDROOM 3
102106 X
9'-1" CLG.
WALK-IN
CLOSET
18 L.F.
LINEN
DN
17 R
LINEN
W.D.
PRIMARY
BEDROOM
120168 X
9'-1" CLG.
PRIMARY
BATH
9'-1" CLG.
WALK-IN
CLOSET
19 L.F.
BA. 2
9'-1" CLG.
BEDROOM 2
100110 X
9'-1" CLG.
BEDROOM 3
100118 X
9'-1" CLG.
OPEN
TO
BELOW
LAU.
9'-1" CLG.
FLEX
81080 X
9'-1" CLG.
48x60
SEAT
PLAN 1PLAN 3
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH9 SQ. FT.
COVERED PATIO34 SQ. FT.
2 - CAR GARAGE452 SQ. FT.
TOTAL1405 SQ. FT.
2ND FLOOR895 SQ. FT.
1ST FLOOR510 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS
1405 SQ. FT.
PLAN 1
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH38 SQ. FT.
COVERED PATIO75 SQ. FT.
2 - CAR GARAGE462 SQ. FT.
TOTAL1,593 SQ. FT.
2ND FLOOR972 SQ. FT.
1ST FLOOR621 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS / LOFT
1,593 SQ. FT.
PLAN 3
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
D U P L E X 2 0 0 A
R e f l e c t s C o n t e m p o r a r y R a n c h E l e v a t i o n A-2.1
B79
LEFT
ALT. LOCATION
TEL.
r=, ,---, '
1-
' ... >: I I --, L_...J
1,-, I r--,
I '-" I I I L_...J 1---1
ELEC.1 I
I... _...J
T.V.
RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
fax + 1 949 553 0548
DUPLEX 200A
Contemporary Ranch Elevation
VINEYARD CROSSING
City of Antioch, California
0 2 4
I 1 1 A25-2407 I
TEL.
□�
D
BE�C.
T.V.
FRONT
REAR
A - CONTEMPORARY RANCH
I /4"= I '-0"
REFER TO COLOR PALETTE PREPARED BY THE COLOR CONSULT ANT FOR SCHEME INFORMATION 0 I
co
0 I
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MATERIAL LEGEND
A. FLAT CONCRETE TILE
B. STUCCO - COLOR VARIES
C. RECESSED HEADER
D. STUCCO OVER FOAM TRIM
E. VINYL WINDOW
F. METAL SECTIONAL GARAGE DOOR
G. LIGHT FIXTURE
r---------------------------------1
r------------
1 ,.0..
I
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L
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ROOF PLAN A
PITCH: 5: 12 U.N.O.
RAKE: 6"
EAVE: 12"
ROOF MATERIAL: FLAT CONCRETE TILE
A-
2.2 07.11.25
�"0'. 8 • htSk �11f r 19
RESIDENTIALY
118"•1'-<Y"
B80
GARAGE
204204 X
9'-1" CLG.
UP
17 R
PORCH
9'-1" CLG.
ENTRY
VOL. CLG.
KITCHEN
9'-1" CLG.
DINING
12788 X
9'-1" CLG.
LIVING
133168 X
9'-1" CLG.
PDR.
8'-1" CLG.
G. R. T.
HPWH
D.W.
REF.PANTRY
COVERED
PATIO
12660 X
9'-1" CLG.
A/C
GARAGE
207204 X
9'-1" CLG.
PDR.
7'-6" CLG.
UP
17 R
KITCHEN
9'-1" CLG.
REF.
D.W.
DINING
8785 X
9'-1" CLG.LIVING
120114 X
9'-1" CLG.
COVERED PATIO
8740 X
9'-1" CLG.
PORCH
9'-1" CLG.
ENTRY
9'-1" CLG.
T.
R.
G.
PANTRY
A/C
47'-6"
4'-0"43'-6"
12'-7" 8'-7"
47'-0"
47'-6"
33'-6"8'-0"
13'-2"12'-6"
6'-0"
4'-0"4'-0"
DN
17 R
LINEN
W.D.
PRIMARY
BEDROOM
120168 X
9'-1" CLG.
PRIMARY
BATH
9'-1" CLG.
WALK-IN
CLOSET
19 L.F.
BA. 2
9'-1" CLG.
BEDROOM 2
100110 X
9'-1" CLG.
BEDROOM 3
100118 X
9'-1" CLG.
OPEN
TO
BELOW
LAU.
9'-1" CLG.
FLEX
81080 X
9'-1" CLG.
48x60
SEAT
DN
17 R
PRIMARY
BEDROOM
1101410 X
9'-1" CLG.
PRIMARY
BATH
9'-1" CLG.
SEAT
42x54
BA. 2
9'-1" CLG.
LAU.
9'-1" CLG.
W/D HPWH
BEDROOM 2
102118 X
9'-1" CLG.
BEDROOM 3
102106 X
9'-1" CLG.
WALK-IN
CLOSET
18 L.F.
LINEN
PLAN 1PLAN 3
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH38 SQ. FT.
COVERED PATIO75 SQ. FT.
2 - CAR GARAGE462 SQ. FT.
TOTAL1,593 SQ. FT.
2ND FLOOR972 SQ. FT.
1ST FLOOR621 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS / LOFT
1,593 SQ. FT.
PLAN 3
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH9 SQ. FT.
COVERED PATIO34 SQ. FT.
2 - CAR GARAGE452 SQ. FT.
TOTAL1405 SQ. FT.
2ND FLOOR895 SQ. FT.
1ST FLOOR510 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS
1405 SQ. FT.
PLAN 1
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 4 8 160 2 4 8
D U P L E X 2 0 0 B
R e f l e c t s F a r m h o u s e E l e v a t i o n A-2.3
B81
LEFT
ALT. LOCATION
TEL.
RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
fax +1 949 553 0548
DUPLEX 200B
Farmhouse Elevation
VINEYARD CROSSING
City of Antioch , California
0 2 4
I I I A25-2407 I
1111 � I II 111111 I I 1111 1111 I 111111111
I I I I I I I
111 I I I 1111 I I 1111111,c----------,I
FRONT
I 11111 I 11111111 11111111111 1111111111
I I I I I I
I 11111111 11111111111 I 11111111 11 I lf-----------.l-
B - FARMHOUSE
1/4"= I '-0"
REFER TO COLOR PALETTE PREPARED BY THE COLOR CONSULTANT FOR SCHEME INFORMATION REAR
- - - - -- - - - - - - -- - - ·'
... , 1111 'illll '''lft 'I 111111'1 NII ,n,11-n1■ 1J !11 'r !11111'1111111" 111'' 1111 ''1111"11'1!11 ll'ltfll'llftl ,,I 1'1 111 l it 11 ' 11 1 I, ' !J 11' '1! I,! Ir � ' 't ' 'rt H 1 I ,-;;:::-=-:Jj-�-�-�-�-�-�-�-�-�-�-�-=-=-:J-::;;-�-�-�-�-�-�-�-�-;;::-;=r- ..., - I 0
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MATERIAL LEGEND
A. FLAT CONCRETE TILE
B. STUCCO
C. CEMENTITIOUS BOARD/BATTEN SIDING
D. CEMENTITIOUS HORIZONTAL SIDING
E. CEMENTITIOUS TRIM
F. STUCCO OVER FOAM TRIM
G. DECORATIVE SHUTTER
H. VINYL WINDOW
I. METAL SECTIONAL GARAGE DOOR
J. LIGHT FIXTURE
,------------ ,--- ----,---------7
I ,,,..._ I 1 ....,_ I
------------ �
I II II I
F" II I I I
r""
II
II
II
II
II
1-,,--
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I I
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cl--- - -------- _________________ j
ROOF PLAN
PITCH: 5: 12 U.N.O.
RAKE: 6"
EAVE: 12"
ROOF MATERIAL: FLAT CONCRETE TILE
A-2.4
02.05.25 �,,,� B . htSk %,,f rig yRESIDENTIAL
B
I18"=I'-0"
B82
BA. 2
GARAGEENTRY
9'-1" 9'-1"
SECTIONA
PLAN 1PLAN 3
KITCHEN
PLAN 1
PDR.
LIVING DINING
PRIMARY
BEDROOM
PRIMARY
BATH
9'-1" 9'-1"
SECTIONB
PLAN 1PLAN 3
ENTRY PORCH
PRIMARY
BATH
PRIMARY
BEDROOM
PLAN 1
9'-1" 9'-1"
SECTIOND
PLAN 1
LIVINGPDR.GARAGE
PRIMARY
BATH
PLAN 1
KITCHEN
9'-1" 9'-1"
DININGGARAGE
PRIMARY
BATHLAU.HALL FLEXBEDROOM 2
SECTIONC
PLAN 3
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
A-2.5
S e c t i o n s
D U P L E X 2 0 0
B83
Bassenian I Lagoni
ARCHITECTURE. PLANNING. INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
2031 Oichard Dnve, Suite 100
Newport Beach, CA USA 92660
tel. • 949 553 9100
fax • 949 553 0548
DUPLEX 300
Front Elevations
VINEYARD CROSSING
City of Antioch ' California
O 4 8 1 1 1
16 I A25-2407 I
REFER TO COLOR PALETTE PREPARED BY THE COLOR CONSULTANT FOR SCHEME INFORMATION A-3.0
07.11.25 t"% 8 • htSky -1111� r 19
RESIDENTIAL
B84
GARAGE
204204 X
9'-1" CLG.
UP
17 R
PORCH
9'-1" CLG.
ENTRY
VOL. CLG.
KITCHEN
9'-1" CLG.
DINING
12788 X
9'-1" CLG.
LIVING
133168 X
9'-1" CLG.
PDR.
8'-1" CLG.
G. R. T.
HPWH
D.W.
REF.PANTRY
COVERED
PATIO
12660 X
9'-1" CLG.
A/C
GARAGE
206204 X
9'-1" CLG.
PDR.
8'-1" CLG.
UP
17 R
PORCH
9'-1" CLG.
DINING
1110108 X
9'-1" CLG.
COVERED
PATIO
11660 X
9'-1" CLG.
KITCHEN
9'-1" CLG.
REF.
D.W. PANTRY
ENTRY
9'-1" CLG.
G.R.T.
LIVING
133156 X
9'-1" CLG.
A/C
HPWH
46'-6"
31'-6"9'-0" 6'-0"
47'-6"
33'-6"8'-0"
14'-2" 11'-6"13'-2"12'-6"
51'-6"
6'-0"
4'-0"
4'-0"
DN
17 R
LINEN
W.D.
PRIMARY
BEDROOM
120168 X
9'-1" CLG.
PRIMARY
BATH
9'-1" CLG.
WALK-IN
CLOSET
19 L.F.
BA. 2
9'-1" CLG.
BEDROOM 2
100110 X
9'-1" CLG.
BEDROOM 3
100118 X
9'-1" CLG.
OPEN
TO
BELOW
LAU.
9'-1" CLG.
FLEX
81080 X
9'-1" CLG.
48x60
SEAT
PRIMARY
BATH
9'-1" CLG.
WALK-IN
CLOSET
15 L.F.
PRIMARY
BEDROOM
137156 X
9'-1" CLG.
W.
D.
LAU.
9'-1" CLG.
BEDROOM 3
101122 X
9'-1" CLG.
BEDROOM 2
101122 X
9'-1" CLG.
BA. 2
9'-1" CLG.
DN
17 R
LINEN
SEAT
42x60
PLAN 2PLAN 3
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH38 SQ. FT.
COVERED PATIO75 SQ. FT.
2 - CAR GARAGE462 SQ. FT.
TOTAL1,593 SQ. FT.
2ND FLOOR972 SQ. FT.
1ST FLOOR621 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS / LOFT
1,593 SQ. FT.
PLAN 3
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH27 SQ. FT.
COVERED PATIO69 SQ. FT.
2 - CAR GARAGE474 SQ. FT.
TOTAL1,565 SQ. FT.
2ND FLOOR967 SQ. FT.
1ST FLOOR598 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS
1,565 SQ. FT.
PLAN 2
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
D U P L E X 3 0 0 A
R e f l e c t s C o n t e m p o r a r y R a n c h E l e v a t i o n A-3.1
B85
LEFT
ALT. LOCATION
TEL. r=7 .----,
I I \ I I I
I-""-! I I - L---'
1,-,1 r-, I-.../ 11 I L_...J 1---,
ELEG.1 I '---'
TV.
RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
fax + 1 949 553 0548
DUPLEX 300A
Contemporary Ranch Elevation
VINEYARD CROSSING
City of Antioch, California
0 2 4
I 1 1 A25-2407 I
FRONT
REAR
A - CONTEMPORARY RANCH
I /4"= I '-0"
REFER TO COLOR PALETTE PREPARED BY THE COLOR CO NSULTANT FOR SCHEME INFORMATION ..,; =
b I
-' � °' co -0
I
� -= I 0
I • ;..,_,,. - I... ..,.co -0
I
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l? w
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= z
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-' 0
co ...J
('!-
+I ::)
dl
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>
0 MATERIAL LEGEND
A. FLAT CONCRETE TILE
B. STUCCO - COLOR VARIES
C. RECESSED HEADER
D. STUCCO OVER FOAM TRIM
E. VINYL WINDOW
F. METAL SECTIONAL GARAGE DOOR
G. LIGHT FIXTURE
r--------------------------------7
I
I
I
I
I
I
I
I
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--------, II I I I I I I I I I I I
,� ------------'----------+1 I
L ____________ I
L __ _
I I I I
---1
I I
I I
'�' I I
__ _J
�--------------------------------�
ROOF PLAN A
PITCH: 5: 12 U.N.O.
RAKE: 6"
EAVE: 12"
ROOF MATERIAL: FLAT CONCRETE TILE
A-3.2
07.11.25 �"0'. 8 • htSk �11f r 19
RESIDENTIALY
118"•1'-<Y"
B86
GARAGE
204204 X
9'-1" CLG.
UP
17 R
PORCH
9'-1" CLG.
ENTRY
VOL. CLG.
KITCHEN
9'-1" CLG.
DINING
12788 X
9'-1" CLG.
LIVING
133168 X
9'-1" CLG.
PDR.
8'-1" CLG.
G. R. T.
HPWH
D.W.
REF.PANTRY
COVERED
PATIO
12660 X
9'-1" CLG.
A/C
GARAGE
206204 X
9'-1" CLG.
PDR.
8'-1" CLG.
UP
17 R
PORCH
9'-1" CLG.
DINING
1110108 X
9'-1" CLG.
COVERED
PATIO
11660 X
9'-1" CLG.
KITCHEN
9'-1" CLG.
REF.
D.W. PANTRY
ENTRY
9'-1" CLG.
G.R.T.
LIVING
133156 X
9'-1" CLG.
A/C
HPWH
46'-6"
31'-6"9'-0" 6'-0"
47'-6"
33'-6"8'-0"
14'-2" 11'-6"13'-2"12'-6"
51'-6"
6'-0"
4'-0"
4'-0"
DN
17 R
LINEN
W.D.
PRIMARY
BEDROOM
120168 X
9'-1" CLG.
PRIMARY
BATH
9'-1" CLG.
WALK-IN
CLOSET
19 L.F.
BA. 2
9'-1" CLG.
BEDROOM 2
100110 X
9'-1" CLG.
BEDROOM 3
100118 X
9'-1" CLG.
OPEN
TO
BELOW
LAU.
9'-1" CLG.
FLEX
81080 X
9'-1" CLG.
48x60
SEAT
PRIMARY
BATH
9'-1" CLG.
WALK-IN
CLOSET
15 L.F.
PRIMARY
BEDROOM
13 7156 X
9'-1" CLG.
W.
D.
LAU.
9'-1" CLG.
BEDROOM 3
101122 X
9'-1" CLG.
BEDROOM 2
101122 X
9'-1" CLG.
BA. 2
9'-1" CLG.
DN
17 R
LINEN
SEAT
42x60
PLAN 2PLAN 3 PLAN 2PLAN 3
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH38 SQ. FT.
COVERED PATIO75 SQ. FT.
2 - CAR GARAGE462 SQ. FT.
TOTAL1,593 SQ. FT.
2ND FLOOR972 SQ. FT.
1ST FLOOR621 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS / LOFT
1,593 SQ. FT.
PLAN 3
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH27 SQ. FT.
COVERED PATIO69 SQ. FT.
2 - CAR GARAGE474 SQ. FT.
TOTAL1,565 SQ. FT.
2ND FLOOR967 SQ. FT.
1ST FLOOR598 SQ. FT.
FLOOR AREA TABLE
2 - CAR GARAGE
3 BEDROOMS / 2.5 BATHS
1,565 SQ. FT.
PLAN 2
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
D U P L E X 3 0 0 B
R e f l e c t s F a r m h o u s e E l e v a t i o n A-3.3
B87
LEFT
ALT. LOC-ATION
TEL
RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassernan I Lagoni Architects
fax + 1 949 553 0548
□
LJ
DUPLEX 300B
Farmhouse Elevation
□
LJ
VINEYARD CROSSING
City of Antioch, California
0 2 4
I I I A25-2407 I
FRONT
REAR
111 � ! 1111 111111111 I 111111 111 1 111111
I I I I I I I I
-� ���
�I llll1,l11 I 111111 1111 111111,t----';----
. I I 111
I 11111 1111111111 I I I I 111111 1111111 11
I II I I I I 11 1111
====:;-;=11
===
11 I I l
=:==
1111 11111 ; I I I I I I 1111111 1 1 , I -----
B - FARMHOUSE
114"= I '-0"
REFER TO COLOR PALETTE PREPARED BY THE COLOR CONSUL TANT FOR SCHEME INF ORMATION ■
� -= I Q
-· ...: °'
(X) "'Cl
I
....,
= = I -0 _,
-· ...: °'
(X) "'Cl
I
II
l'.) -
LlJ
I
l'.)
= z N--• 0
0-, ...J
N
+I ::)
_J
...J
LlJ
> 0
MATERIAL LEGEND
A. FLAT CONCRETE TILE
B. STUCCO
C. CEMENTITIOUS BOARD/BATTEN SIDING
D. CEMENTITIOUS HORIZONTAL SIDING
E. CEMENTITIOUS TRIM
F. STUCCO OVER FOAM TRIM
G. DECORATIVE SHUTTER
H. VINYL WINDOW
I. METAL SECTIONAL GARAGE DOOR
J. LIGHT FIXTURE
r---------------------------------7
I
I
I
I
I
,------ -------- ---------, -------,
I � I ...-,.. I
I I I
1-------
1 I
I
I
I
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I
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1 I
I
I I
I I
- -I
I I
I
1....,.. I L - -I
I I
I
IIII
II
F
II
II
IIII
II
1>====1cl,;i
I
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---j
I I
I � I
I I
I I
I
I
I
__ _J
L _____ .._,.. ______ I ,----_j '-------------i L---------"J=====t' L--------------------------------_j
ROOF PLAN
PITCH: 5: 12 U.N.O.
RAKE: 6"
EAVE: 12"
ROOF MATERIAL: FLAT CONCRETE TILE
A-
3.4 12.19.24
�,,� B • htSk %,\r rig y RESIDENTIAL
B
118"-l '-O"
B88
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
A-3.5
S e c t i o n s
D U P L E X 3 0 0
B89
1 2
3 4 5
REAR
REAR
LEFT
FRONTA - CONTEMPORARY RANCH
1'-0"
ROOF SHEATHING
STUCCO
GUTTER
2x6 FASCIA
FRAMING
VERIFY
12 6"
ROOF SHEATHING
STUCCO
2x6 BARGE BOARD
FRAMING
2x4 FOAM TRIM
WDW.
(PER MANUF.)
2x6 FRAMING
2x4 FOAM TRIM
4"
2"
WDW. BREAK-UPS
(PER ELEVATION)
4"4"
8"
RECESSED HEADER
LINE OF SLAB EDGE SCREED
HEADER (PER STRUCT.)
GARAGE DOOR
(PER MANUF.)
METAL SECTIONAL
2x4 FOAM TRIM
WDW.
(PER MANUF.)
FRAMING
2x4 FOAM
4"
4"
2"
WDW. BREAK-UPS
(PER ELEVATION)
TRIM
4"
STUCCO
FRAMING
STUCCO
2x3 FOAM
TRIM
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
TYPICAL EAVE
TYPICAL RAKE GARAGE DOOR TRIM
3/4"=1'-0'
3/4"=1'-0'
1-1/2"=1'-0'
1-1/2"=1'-0'
A - C O N T E M P O R A R Y R A N C H D E T A I L S
ELEVATIONS
3/32"=1'-0'
A-4.0
WINDOW TRIM (STUCCO)
WINDOW TRIM (STUCCO)
B90
1'-0"
ROOF SHEATHING
GUTTER
2x6 FASCIA
FRAMING
VERIFY
12 6"
ROOF SHEATHING
2x6 BARGE BOARD
FRAMING
2X4 CEMENTITIOUS TRIM
VARIES
CEMENTITIOUS
HORIZONTAL SIDING
BATT AND BOARD
(WHERE OCCURS)
2x4 FOAM TRIM
WDW.
(PER MANUF.)
2x6 FRAMING
2x4 FOAM TRIM
4"
2"
WDW. BREAK-UPS
(PER ELEVATION)
4"4"
STUCCO
9"2"
2x8 FOAM TRIM
LINE OF SLAB EDGE SCREED
HEADER (PER STRUCT.)
GARAGE DOOR
(PER MANUF.)
METAL SECTIONAL
8"
REAR
REAR
LEFT
FRONTB - FARMHOUSE
1 2
3 5 6
4 2x4 CEMENTITIOUS TRIM
WDW.
(PER MANUF.)
BATT & BOARD
2x6 FRAMING
2-1/2x4 CEMENTITIOUS
4"
4"
4"
4"
2"
WDW. BREAK-UPS
(PER ELEVATION)
TRIM
SIDING
2x4 FOAM TRIM
WDW.
(PER MANUF.)
SHUTTER
2x6 FRAMING
2-1/2x4 FOAM TRIM
(WHERE OCCURS)
LINE OF JAMB TRIM
4"
4"
4"
4"
2"
WDW. BREAK-UPS
(PER ELEVATION)
C i t y o f A n t i o c h , C a l i f o r n i a
V I N E Y A R D C R O S S I N G 0 2 . 0 5 . 2 5
Copyright 2024 Bassenian | Lagoni Architects
2031 Orchard Drive, Suite 100
tel. +1 949 553 9100
fax +1 949 553 0548A 2 5 - 2 4 0 7 1
Newport Beach, CA USA 92660
0 2 4 8
TYPICAL EAVE
TYPICAL RAKE
WINDOW TRIM (STUCCO)
GARAGE DOOR TRIM
3/4"=1'-0'
3/4"=1'-0'
1-1/2"=1'-0'
1-1/2"=1'-0'
B - F A R M H O U S E D E T A I L S
ELEVATIONS
3/32"=1'-0'
A-4.1
WINDOW TRIM (BOARD AND BATTEN)
DECORATIVE SHUTTER (BOARD AND BATTEN)
ATTACHMENT "B"
B91
BUILDING I 00A - FRONT - RIGHT
BUILDING I 00B - FRONT - RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
'ax +1949 553 0548
MASSING MODELS
VINEYARD CROSSING
City of Antioch , California
0 2 4 8
__ , __._I __._I _ __., A 2 5 - 2 4 0 7 I
BUILDING I 00A - REAR - LEFT
BUILDING I 00B - REAR - LEFT
A-4.2
12.19.24 �\I� B • htSk %,,f rig yRESIDENTIAL
B92
BUILDING 200A - FRONT - RIGHT
BUILDING 200B - FRONT - RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
'ax +1949 553 0548
MASSING MODELS
VINEYARD CROSSING
City of Antioch , California
0 2 4 8
__ , __._I __._I _ __., A 2 5 - 2 4 0 7 I
BUILDING 200A - REAR - LEFT
BUILDING 200B - REAR - LEFT
A-4.3
12.19.24 �\I� B • htSk %,,f rig yRESIDENTIAL
B93
BUILDING 300A - FRONT - RIGHT
BUILDING 300B - FRONT - RIGHT
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
'ax +1949 553 0548
MASSING MODELS
VINEYARD CROSSING
City of Antioch , California
0 2 4 8
__ , __._I __._I _ __., A 2 5 - 2 4 0 7 I
BUILDING 300A - REAR - LEFT
BUILDING 300B - REAR - LEFT
A-4.4
12.19.24 �\I� B • htSk %,,f rig yRESIDENTIAL
B94
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
2031 Oichard Dnve su,te 100
ewport Beach, CA USA 92660
tel + 949 553 9100
fax + 949 553 0548
F G H
FRONT
C L
REAR
RECREATION/ LEASING
Farmhouse Elevation
VINEYARD CROSSING
City of Antioch, California
A25-24340
0 A
F J A H G
OFFICE
E B C J
E K F 0
MATERIAL LEGEND
A. CONCRETE FLAT TILE
B. STANDING SEAM METAL ROOF
C. STUCCO (COLOR VARIES)
D. METAL SECTIONAL GARAGE DOOR
E. CEMENTITIOUS BOARD AND BATTEN SIDING
L
(X)
=
� = �
0 I
I s..:
(X)
(X)
0'
+I=
F. CEMENTITIOUS HORIZONTAL SIDING K. MET AL GA TE
G. CEMENTITIOUS TRIM
H. LIGHT FIXTURE
I. VINYL WINDOW
J. STUCCO OVER FOAM TRIM
L. DECORATIVE SHUTTERS
M. SHED ROOF w/ WOOD BRACES
A-5.2
12.19.24 �"0'. 8 • htSk �11f r 19
RESIDENTIALY
B95
,------------7
I
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I I I I
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I I
I
ROOF PLAN
PITCH: 5: 12 U.N.O.
RAKE: 6"
EAVE: 18"
--
I
I : I •
ROOF MATERIAL: CONCRETE FLAT TILE/ STANDING SEAM METAL
Bassenian I Lagoni
ARCHITECTURE• PLANNING• INTERIORS
Copyright 2024 Bassenian I Lagoni Architects
2031 Oichard Dnve su,Ie 100
ewport Beach, CA USA 92660
tel + 949 553 9100
fax + 949 553 0548
RECREATION/ LEASING
Farmhouse Elevation
VINEYARD CROSSING
City of Antioch, California
8 A25-24340
OFFICE
LEFT
D H
RIGHT
C E
MATERIAL LEGEND
A. CONCRETE FLAT TILE
B. STANDING SEAM METAL ROOF
C. STUCCO (COLOR VARIES)
D. METAL SECTIONAL GARAGE DOOR
E. CEMENTITIOUS BOARD AND BATTEN SIDING
CX)
I
=
._; = N
0 I
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CX)
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• -.. +I
= -
I
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I - -
0 I
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CX)
I
• .. • .. .. •
F. CEMENTITIOUS HORIZONTAL SIDING K. MET AL GA TE
G. CEMENTITIOUS TRIM
H. LIGHT FIXTURE
I. VINYL WINDOW
J. STUCCO OVER FOAM TRIM
L. DECORATIVE SHUTTERS
M. SHED ROOF w/ WOOD BRACES
A-5.3
12.19.24 �"0'. 8 • htSk �11f r 19
RESIDENTIALY
..
B96
NOT FOR CONSTRUCTION
PRELIMINARY
DATE LAST WORKED ON:
NOT TO SCALE
JOB NO.:
DRAWN:SCALE:
DATE: SHEET
OF
SHEETS
CHECKED:
INTENT TO CONSTRUCT
NO. DATE
STREET LIGHTING SITE PLAN
STREET LIGHTING GENERAL NOTES AND DETAILS
JOINT TRENCH COMPOSITE PLAN
JOINT TRENCH SECTIONS AND DETAILS
JOINT TRENCH COMPOSITE TITLE SHEET
JOINT TRENCH GENERAL NOTES AND DETAILS
SHEET NO. DESCRIPTION
ML
JUNE 2024
224051
TD
REVISIONS BY
JOINT TRENCH DETAILS
SL5-SL6
SL1-SL4
JT5 -JT6
JT4
JT1
JT2
JT3
2/28/2025
71 SINGLE FAMILY HOMES AND 39 SUB-METERED ADU'S
71 FULL SERVICE COMPLETIONS (ELECTRICAL, TELEPHONE & CATV.) 1 GAS METER FOR POOL AND BARBEQUE
5,903 L.F. OF JOINT TRENCH, 2466 L.F. OF STREET LIGHT TRANCE, 20 SINGLE ARM STREET LIGHTS AND 170 WALL MOUNTED EXTERIOR LIGHTS SHALL BE INSTALLED WITH THIS JOINT TRENCH PLAN SET.
EX GAS
JT
EX JT
SVC
ECOH
EEOH
ECUG
EEUG
ETUG
JTX
ETOH
GAS
CUG
EUG
TUG
EUOH
EUUG
HIGH VOLTAGE
KHALID TARRAR
SONDRA HARRIS
ELEC REP
GAS REP
224051 (925) 240-2595
ELECJOBNO
GASJOBNO
224051
ELECPHNO
GASPHNO
(949) 418-1143
DESCRIPTION: BY: DATE: STATUS:
R02-27-2025
TARRAR UTILITY CONSULTANTS
TARRAR UTILITY CONSULTANTS
TARRAR UTILITY CONSULTANTS
SMP
A = APPROVED · ANS = APPROVED NOT SIGNED · NA = NOT APPROVED · F = FIRST SUBMITTAL · SS = SECOND SUBMITTAL · R = RECEIVED XXXX
XXXX
XXXX
XXXX
R
R
XX-XX-XXXX
XX-XX-XXXX
XX-XX-XXXX
XX-XX-XXXX
05-20-2024
AT&T
CBG CIVIL ENGINEERS
COMCAST
QUANTUM GEOTECHNICAL XXXXXX-XX-XXXX
WHA
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
· Planning
· Design
· Estimating
· Joint Trench
· Street Lighting
· Fiber Optic
· T-24
· PG&E Gas Design
· PG&E Elec Design
· M.E.P. Design
· Cost Analysis
· Due Diligence
U U
G GROUN
ROUN
NDNDE ER R ALAL
D D R RSE VI CE
VI CE
E
R
E
R
FEB FEB
CAL
CALL L DD
OO
UU
RERE YOYO
T T
IGIG
SUBSTRUCTURE VERIFICATION STAMP
- APPROVED FOR SUBMITTAL
HAIDER KAMMOONAH
QUALIFIED APPLICANT DESIGN ENGINEER
DAVID GARCIA
KURT MURPHY
-
-
(925) 968-8144
(510) 377-5420
EX WT
EX SD
EX SS
R02-27-2024
02-27-2025
N
B97
SHEETS
SHEET
OF
NOT FOR CONSTRUCTION
PRELIMINARY
NOT TO SCALE
JOB NO.:
DRAWN:SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO. DATE
ML
224051
TD
REVISIONS BY
JUNE 2024 DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
· Planning
· Design
· Estimating
· Joint Trench
· Street Lighting
· Fiber Optic
· T-24
· PG&E Gas Design
· PG&E Elec Design
· M.E.P. Design
· Cost Analysis
· Due Diligence
U U
G GROUN
ROUN
NDNDE ER R ALAL
D D R RSE VI CE
VI CE
E
R
E
R
FEB FEB
CAL
CALL L DD
OO
UU
RERE YOYO
T T
IGIG
B98
"A"
"B"
SHEETS
SHEET
OF
NOT FOR CONSTRUCTION
PRELIMINARY
NOT TO SCALE
JOB NO.:
DRAWN:SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO. DATE
ML
JUNE 2024
224051
TD
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
· Planning
· Design
· Estimating
· Joint Trench
· Street Lighting
· Fiber Optic
· T-24
· PG&E Gas Design
· PG&E Elec Design
· M.E.P. Design
· Cost Analysis
· Due Diligence
U U
G GROUN
ROUN
NDNDE ER R ALAL
D D R RSE VI CE
VI CE
E
R
E
R
FEB FEB
CAL
CALL L DD
OO
UU
RERE YOYO
T T
IGIG
B99
SHEETS
SHEET
OF
NOT FOR CONSTRUCTION
PRELIMINARY
NOT TO SCALE
JOB NO.:
DRAWN:SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO. DATE
ML
JUNE 2024
224051
TD
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
· Planning
· Design
· Estimating
· Joint Trench
· Street Lighting
· Fiber Optic
· T-24
· PG&E Gas Design
· PG&E Elec Design
· M.E.P. Design
· Cost Analysis
· Due Diligence
U U
G GROUN
ROUN
NDNDE ER R ALAL
D D R RSE VI CE
VI CE
E
R
E
R
FEB FEB
CAL
CALL L DD
OO
UU
RERE YOYO
T T
IGIG
B100
EUOH
EEUGEEOHEEOHEEOH
EEOH
EEOH
EEOHEEOHEEOHEEOHEEOHEEOH
EEOH
EEOH
EEOHEEOHEEOHEEOHEEOHEEOH
EEOH
EEOHEEOHEEOHEEOHEEOHEEOH
EEOHEEOH
EUOH
EUOH
EUOH
EUG
JTJTJT
JTJTJTJTJTJTJTJT
JTJTJTJTJTJTJTJTJTJTJTJTJT
JT
JT
JT
SVC
SVC
SVC
JT JT JT JT JT JT JT JT JT
SVC
SVC
EUG
EUG
EUG
JTJT
JT JT JT JT JT JT JT JT JT JT JTJT
JT
JT
JTJT
JTJTJTJTJTJTJTJT
JTJT
JTJTJTJT
JT
JTJTJTJTJTJT
SVC
SVC
JT
JT
JT
JTJTJTJT
JT
JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT SVC
SVC
SVC
SVC
SVC
SVC
SVC
SVC
SVC
SVCSVC
SVC
SVC
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT
SSSSSSSS
SS SS SS SS SS SS SS SS SS SS SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD
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WT
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WTWTWTWTWTWT
SSSSSSSS
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SDSDSDSDSDSDSDSDSDSDSD
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MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE SHEETS
SHEET
OF
NOT FOR CONSTRUCTION
PRELIMINARY
1" = 30'
JOB NO.:
DRAWN: SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO.DATE
ML
JUNE 2024
224051
TD
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
U U
G GROU
N
ROU
N
NDNDE ER R
ALAL
D D
R R
SE
VICE
VICE
E RE R
FEB
FEB
CALCALL L
DD
OO
UU
RERE
YOYO
T T
IGIG
N
MATCH LINE SEE SHEET JT6
B101
EX GASEX GASEX GAS
EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT
EX JT
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EEOH
EEOH
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EEUG
EEUGEEUGEEUGEEUG
EEUG
EEUG
EEUG
EEUG
EEUGEEUGEEUG
EEUGEEUGEEUGEEUGEEUG
EEUGEEUGEEUGEEUG
EX JTEX JT
EEOH
EEOHEEOHEEOHEEOHEEOHEEOH
EEOH
EEOH
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EEUGEEUGEEUGEEUG
EEUG
EEUG
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JTJTJTJTJTJTJTJT
JT
JT
JT
JTJTJTJTJTJTJTJT
JTJTJTJTJTJTJT
SVC
SVC
SVC
SVC
SVC
SVC
JTJTJTJT
JT
EUG
EUG
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JTJT
JT
JT
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JT
JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT SDSD
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MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE MATCHLINE
NOT FOR CONSTRUCTION
PRELIMINARY
INTENT TO CONSTRUCTSHEETS
SHEET
OF
1" = 30'
JOB NO.:
DRAWN: SCALE:
DATE:
CHECKED:
NO.DATE
ML
JUNE 2024
224051
TD
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
U U
G GROU
N
ROU
N
NDNDE ER R
ALAL
D D
R R
SE
VICE
VICE
E RE R
FEB
FEB
CALCALL L
DD
OO
UU
RERE
YOYO
T T
IGIG
N
MATCH LINE SEE SHEET JT5
B102
SHEETS
SHEET
OF
ESL
SL
NOT FOR CONSTRUCTION
PRELIMINARY
NOT TO SCALE
JOB NO.:
DRAWN: SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO.DATE
ML
JUNE 2024
224051
SM
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
I
X
U U
G GROU
N
ROU
N
NDNDE ER R
ALAL
D D
R R
SE
VICE
VICE
E RE R
FEB
FEB
CALCALL L
DD
OO
UU
RERE
YOYO
T T
IGIG
Aɸ
Bɸ
B103
SHEETS
SHEET
OF
NOT FOR CONSTRUCTION
PRELIMINARY
NOT TO SCALE
JOB NO.:
DRAWN: SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO.DATE
ML
JUNE 2024
224051
SM
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
U U
G GROU
N
ROU
N
NDNDE ER R
ALAL
D D
R R
SE
VICE
VICE
E RE R
FEB
FEB
CALCALL L
DD
OO
UU
RERE
YOYO
T T
IGIG
B104
SHEETS
SHEET
OF
NOT FOR CONSTRUCTION
PRELIMINARY
NOT TO SCALE
JOB NO.:
DRAWN: SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO.DATE
ML
JUNE 2024
224051
SM
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
U U
G GROU
N
ROU
N
NDNDE ER R
ALAL
D D
R R
SE
VICE
VICE
E RE R
FEB
FEB
CALCALL L
DD
OO
UU
RERE
YOYO
T T
IGIG
B105
PANEL - METERED SERVICE PEDESTAL
SHEETS
SHEET
OF
NOT FOR CONSTRUCTION
PRELIMINARY
NOT TO SCALE
JOB NO.:
DRAWN: SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO.DATE
ML
JUNE 2024
224051
SM
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
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SHEET
OF
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PRELIMINARY
1" = 30'
JOB NO.:
DRAWN: SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO.DATE
ML
JUNE 2024
224051
SM
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
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·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
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MATCH LINE SEE SHEET SL6
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NOT FOR CONSTRUCTION
PRELIMINARY
INTENT TO CONSTRUCTSHEETS
SHEET
OF
NOT FOR CONSTRUCTION
PRELIMINARY
1" = 30'
JOB NO.:
DRAWN: SCALE:
DATE:
CHECKED:
INTENT TO CONSTRUCT
NO.DATE
ML
MAY 2024
224051
SM
REVISIONS BY
DATE LAST WORKED ON: 2/28/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
U U
G GROU
N
ROU
N
NDNDE ER R
ALAL
D D
R R
SE
VICE
VICE
E RE R
FEB
FEB
CALCALL L
DD
OO
UU
RERE
YOYO
T T
IGIG
MATCH LINE SEE SHEET SL5
SECTION W1
N
B108
BRHT-58745\3111954.12
10737902.v1
BrightSky Residential
Vineyard Crossing (3001 Oakley Road)
Project Concession and Waivers
UPDATED AS OF SEPTEMBER 16, 2025
Housing Accountability Act
The project is protected by the Housing Accountability Act, Government Code Section 65589.5 (the “HAA”). The Legislature adopted the HAA with the goal of addressing the ongoing and pernicious housing supply problem in this state, by “significantly increas[ing] the approval and construction of new housing for all economic segments of California’s communities…. ” (Gov. Code, § 65589.5(a)(2)(K).) Under the HAA, “a housing development project shall be deemed consistent, compliant, and in conformity with an appli cable plan, program, policy, ordinance, standard, requirement, or other similar provision if there is substantial evidence that would allow a reasonable person to conclude that the housing development project or emergency shelter is consistent, compliant, or in conformity. ” (Gov. Code § 65589.5(f)(4).) In addition, under the HAA, housing development projects must only comply with applicable and objective general plan, zoning, and subdivision standards and criteria. (Gov. Code § 65589.5(j)(1).) “Objective” is defined as “involving no personal or subjective judgment by a public official and being uniformly verifiable by reference to an external and uniform benchmark or criterion available and knowable by both the development applicant or proponent and the public official. ” (Gov. Code § 65589.5(h)(8).) In addition, affected cites “shall not enact a development policy, standard or condition that would” result in “[i]mposing or enforcing design standards on or after January 1, 2020, that are not objective design standards. ” (Gov. Code § 66300(b)(1)(C).)
The proposed project is consistent with applicable objective standards in the General Plan. The 1991 P-D would not allow the residential density allowed on the project site by the General Plan and therefore triggers subsection (j)(4) of the HAA, which provides that a proposed housing development project is not inconsistent with the applicable zoning standards and criteria, and shall not require a rezoning, if the housing development project is consistent with the objective general plan standards and criteria but the zoning for the project site is inconsistent with the general plan. Subsection (j)(4) goes on to provide that the local agency may require the proposed housing development project to comply with the objective standards and criteria of the zoning that are consistent with the general plan, but the standards and criteria must be applied to “facilitate and accommodate” development at the density allowed on the site by the general plan and proposed by the proposed housing development project.
Certain standards and criteria in the 1991 P -D, identified in Appendix A , are not objective and therefore not applicable to the project.
State Density Bonus Law
The project also qualifies for the protections of the State Density Bonus Law (“DBL ”; Gov. Code § 65915 et seq.). As described in detail in earlier correspondence, for purposes of the DBL, the project contemplates 129 “total units, ” including the 40 accessory dwelling units (ADUs), with 13 ADUs (i.e., 10% of the 129 “total units”) deed -restricted for occupancy by low -income households. Sixteen ATTACHMENT "C"
C1
BRHT-58745\3111954.12
10737902.v1
duplex units on the East Parcel (APN: 051-190-034 ) constitute the “bonus units” allowed by the DBL .
All units in the project will be developed, owned and maintained by the Applicant long-term, ensuring that all units will be available for rent in the housing market.
DBL – Requested Concession
A concession or incentive is a “reduction in site development standards or a modification of zoning code requirements or architectural design requirements… or other regulatory incentives or concessions proposed by the developer… that result in identifiable and actual cost reductions to provide for affordable housing costs” (Gov. Code § 65915(k)).
The project qualifies for one (1) concession under the DBL. As of the date hereof, the Applicant has not identified a concession. As discussed with Planning staff, the Applicant reserves the right to identify and request a concession for the Project as it proceeds toward construction.
DBL – Requested Waivers of Development Standards
Government Code Section 65915(e)(1) provides, in part, that “in no case may a city, county, or city and county apply any development standard that will have the effect of physically precluding the construction of a [density bonus project] at the densities or with the concessions or incentives permitted by this section. ”
As provided in the table below, t he Applicant requests waivers from the following development standards that would physically preclude development of the project at the proposed density.
The Applicant hereby reserves its rights to invoke or request additional incentives, concessions, and/or waivers or reductions in development standards if appropriate during the implementation process.
OBJECTIVE STANDARD WAIVER JUSTIFICATION
Street Standard (ST-23): Local
Residential Street Standard
requires 60’ R/W, including 5’
parkways on each side of the
street, 6’ sidewalks on each
side, and 38’ from curb-to-
curb.
As approved by City Engineering and Public Works,
Applicant will provide 38’ curb-to-curb in a 49’ right of way. Following the Street Standard (ST-23) would reduce the number of residential units and would impact the lot sizes.
PD 79-5.4 Project Specific
Condition # 25: That all rear
yard setbacks be a minimum of
20’ , except when rear yard is
adjacent to Oakley Road and
Phillips Lane, where one-story
homes may have a 15’ rear yard
setback. Specific rear yard
setbacks will be determined at
time of use permit review.
Residential units would be lost if the project were
designed in conformance with this setback requirement.
C2
BRHT-58745\3111954.12
10737902.v1
PD 79-5.4 Standard Specific
Condition # 34: Street side
yards shall be a minimum of
ten (10) feet, interior side yards
shall be a minimum of five (5)
feet. There shall be a minimum
ten (10) foot separation
between buildings.
Residential units would be lost if the project were
designed in conformance with this setback requirement.
Almondbridge South Vesting
T entative Map: The vesting
tentative map established a
minimum lot size of 4,500
square feet. The proposed
design shows lots as small as
2,513 square feet, therefore
this standard is not met.
Residential units would be lost if the project were
designed in conformance with the minimum lot size
requirement.
SFMM Objective Design
Standard 3.2.3.A Design
Sensitive Approach:
All garages shall be designed
and located to limit their visual
presence, using one of the
following techniques:
» Design sensitive front garage.
Garages located at the front
building elevation shall comply
with the following standards:
» The width shall not exceed 60
percent of the total width of the
front elevation of the building.
» The garage shall be prohibited
from projecting from the
surrounding wall plane.
» The garage shall include
either 1) an overhang at least
12 inches deep with the same
materials and color palette as
the primary roof form, or 2) a
recess of at least 12 inches
from the surrounding wall
plane.
» Side accessible attached
garage. Such garages shall be
located a minimum of 12 feet
behind the main elevation of
the home.
» Detached or attached rear
garage. Such garages shall be
The Single Family Dwelling and Duplex plans exceed 60%
of the total width. Applying this standard would require the width of the units to increase. Increasing the unit sizes would impermissibly reduce the density of the
proposed project by decreasing the number of units.
C3
BRHT-58745\3111954.12
10737902.v1
located at the rear of
residential lots and be made
accessible from a side lot
driveway or from the rear.
SFMM Objective Design
Standard 3.5.1.A Front
Setback:
No more than 85 percent of the
total building façade length
shall abut the minimum front
setback line.
Due to the nature of the duplex building type and garage location, the garage façade length is at the minimum
setback, while front doors are set back from the street.
Applying the Front Setback standard to the Duplexes
would cause the project to lose units, affecting the overall density.
Standard 3.5.1.C Entryway
Orientation:
Entryways shall be oriented per
the following standards:
Where each unit has a separate
entrance, at least two of those
entrances shall be located on
the elevation facing the primary
public or private street.
Buildings 100 & 200 cannot meet this standard without
losing units. Applying the Entryway Orientation standard would require the lot sizing and building footprint to
increase, which would ultimately decrease the density of the project.
Standard 3.5.2.B Main
Entryway Design:
Entryways shall comply with
the following standards:
»Duplex, side-by-side: Entries
to each unit shall be
incorporated into one or two
front-facing porch(es), stoop(s)
or recess(es).
»Duplex, stacked: Separate
entries to each “stack” of units
incorporated into separate,
front-facing porches, stoops or
recesses.
Buildings 100 & 200 cannot meet this standard without
losing units. Applying the Entryway Orientation standard would require the lot sizing and building footprint to
increase, which would ultimately decrease the density of the project.
C4
CITY OF ANTIOCH
PARKS & RECREATION COMMISSION
REGULAR MEETING
R
egular Meeting May 15, 2025
7:00 p.m. City Council Chambers
I. CAL
L TO ORDER
V
ice Chairperson King called the meeting to order at 7: 23 P.M. on Thursday, May 15, 2025, in Council Chambers.
II. RO
LL CALL
P
resent: Commissioners Broom, Eubanks, Hunt and Vice Chairperson King
Absent: Commissioner Williams and Chairperson Ellis
S
taff: Assistant City Manager, Brad Helfenberger
Acting Director of Parks and Recreation, Shahad Wright
Director of Public Works/City Engineer Buenting
III. P
LEDGE OF ALLEGIANCE
V
ice Chairperson King led the Pledge of Allegiance.
IV
. PUBLIC COMMENT – None
V. AP
PROVAL OF MINUTES
R
ecommended Action:
1. Mo
tion to approve annotated agenda minutes of the Parks and Recreation Commission Meeting of April 17, 2025
O
n motion by Commissioner Hunt, seconded by Commissioner Broom the Parks and Recreation Commission members present unanimously approved the minutes of April 17, 2025. The motion carried the following vote:
A
YES: Broom, Eubanks, Hunt, King
NOES: None
ABSTAIN: None
ABSENT: Williams, Ellis
V
I. BUSINESS
1. T
he Vineyard Crossings Determination of Dedication of Land or Payment of Park - In-Lieu Fees – Commission Approval
ATTACHMENT "D"
D1
Park & Recreation Commission
Regular Meeting
May 15, 2025 Page 2 of 4
Director of Public Works/City Engineer Buenting presented the staff report dated May 15, 2025, recommending the Parks and Recreation Commission forward to the Planning Commission a determination that “The Vineyard Crossing Residential Subdivision: is subject to a payment of $116,900 of park land dedication park -in-lieu fees due to the condition that the “Public Parks” dedication meet the City’s Park land dedication requirements.
O
n motion by Vice Chairperson King, seconded by Commissioner Hunt the Parks and Recreation Commission members present unanimously forwarded to the Planning Commission a determination that “The Vineyard Crossing Residential Subdivision: is subject to a payment of $116,900 of park land dedication park- in-lieu fees due to the condition that the “Public Parks” dedication meet the City’s Park land dedication requirements. The motion carried the following vote:
A
YES: Broom, Eubanks, Hunt, King
NOES: None
ABSTAIN: None
ABSENT: Williams, Ellis
2. Jes
sica Court Multi -Family Development Determination of Dedication of Land or Payment of Park-In-Lieu Fees – Commission Approval
D
irector of Public Works/City Engineer Buenting presented the staff report dated May 15, 2025, recommending the Parks and Recreation Commission forward to the Planning Commission a determination that the Jessica Court Multi-Family Development located at 3321 Jessica Court is subject to a payment of $77,900 of park land dedication park-in-lieu fees.
O
n motion by Commissioner Broom, seconded by Commissioner Eubanks the Parks and Recreation Commission members present unanimously forwarded to the Planning Commission a determination that the Jessica Court Multi-Family Development located at 3321 Jessica Court is subject to a payment of $77,900 of park land dedication park-in-lieu fees. The motion carried the following vote:
A
YES: Broom, Eubanks, Hunt, King
NOES: None
ABSTAIN: None
ABSENT: Williams, Ellis
3. DRAF
T 2025-2030 FIVE YEAR CAPITAL IMPROVEMENT PROGRAM, P.W. 150 - Commission Approval
D
irector of Public Works/City Engineer Buenting presented the staff report dated May 15, 2025, recommending the Parks and Recreation Commission review and approve the Draft 2025-2030 Five Year Capital Improvement Program related to Parks and Recreation Projects.
D2
Park & Recreation Commission
Regular Meeting
May 15, 2025 Page 3 of 4
Director of Public Works/City Engineer Buenting provided responses to inquiries from the Parks and Recreation Commission regarding the 2025-2030 Five Year Capital Improvement Program related to Parks and Recreation Projects.
O
n motion by Commissioner Broom, seconded by Vice Chairperson King the Parks and Recreation Commission members present unanimously approved the Draft 2025- 2030 Five Year Capital Improvement Program related to Parks and Recreation Projects. The motion carried the following vote:
A
YES: Broom, Eubanks, Hunt, King
NOES: None
ABSTAIN: None
ABSENT: Williams, Ellis
4. L
Street Pathway to Transit - Bicycle and Pedestrian Improvement, Phase 2 Project; P.W. 234-16 - Review and Comment
D
irector of Public Works/City Engineer Buenting introduced Civil Engineer Project Manager Jaggi Bhandal and Project Engineer Amir Abdollahi who presented the staff report dated May 15, 2025, recommending the Parks and Recreation Commission / Bicycle and Pedestrian Advisory Committee review and comment on the L Street Pathway to Transit – Bicycle and Pedestrian Improvement Phase 2 Project.
D
irector of Public Works/City Engineer Buenting and Project Manager Bhandal provided responses to inquiries from the Parks and Recreation Commission regarding the L Street Pathway to Transit – Bicycle and Pedestrian Improvement Phase 2 Project.
T
he Parks and Recreation Commission engaged in discussion regarding the L Street Pathway to Transit – Bicycle and Pedestrian Improvement Phase 2 Project and provided the following comments:
T
hat the project include new and enhanced lighting
That future projects brought before the Commission include the scope of work That staff consider additional protection for bike lanes and improving turning radius es if possible
D
irector of Public Works/City Engineer Buenting stat ed if Commissioners had additional input, they could email him.
V
II. COMMUNICATIONS
1. S
taff Communications
A
cting Director of Parks and Recreation Wright announced the following civic and community event:
D3
Park & Recreation Commission
Regular Meeting
May 15, 2025 Page 4 of 4
Memorial Day Ceremony and Pancake Breakfast – May 26, 2025 C
ommission Communications
C
ommissioner Broom reported on his attendance at the Earth Day event.
V
III. ADJOURNMENT
O
n motion by Vice Chairperson King , seconded by Commissioner Broom the Parks and Recreation Commission members present unanimously adjourned the meeting at 8:19 P.M. The motion carried the following vote:
A
YES: Broom, Eubanks, Hunt, King
NOES: None
ABSTAIN: None
ABSENT: Williams, Ellis
Respectfully submitted:
Kitty Eiden
KITTY EIDEN, Minutes Clerk
D4
CONTRA COSTA COUNTY FIRE PROTECTION DISTRICT
4005 PORT CHICAGO HWY, STE 250, CONCORD, CA 94520 . (925) 941 -3300 . CCCFPD.ORG February 11, 2025
Mr. Nathan Tinclair
City of Antioch
Planning
Subject: Vineyard Crossing Subdivision
3001 Oakley
Project #PD2024-0002
CCCFPD Project No.: P-2025-004371
Dear Mr. Tinclair:
We have reviewed the subdivision application to establish 137 residential units on 71 lots with 45 single family homes, 40 ADUs and 52 duplex units and a community center 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:
Note more detailed plans needed to determine if proposed Community Center will required Fire Sprinklers.
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 appears to comply 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 ATTACHMENT "E"
E1
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) eve, (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 16 / 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 of 1000 GPM. Required flow must be delivered from not more than 1 hydrant flowing for a duration of 60 minutes while maintaining 20-pounds residual pressure in the main. (507.1), (B105) CFC
8. The developer shall provide hydrants of the East Bay type in compliance with Chapter 5 and Appendix B and C of the California Fire Code. The proposed locations are acceptable to the Fire District. (C103.1) CFC
9. A land development permit is required for access and water supply review and approval prior to submitting building construction plans.
The developer shall submit scaled site improvement plans indicating:
All existing or proposed hydrant locations,
Fire apparatus access to include slope and road surface Elevations of building,
Size of building and type of construction,
Gates, fences, retaining walls, bio-retention basins, any obstructions to access.
Striping and signage plan to include "NO PARKING-FIRE LANE" markings 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