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Agenda packet

Morgan Hill City Council
December 4, 2024

Document
Agenda packet
Meeting
December 4, 2024
Body
Morgan Hill City Council
Pages
287
Original file
138.2 MB
Text extracted from the city's file for reading and search. Open the original on morganhillca.api.civicclerk.com. That file is the official record.

Regular Meeting Agenda
City Council
Mark Turner - Mayor
Marilyn Librers - Mayor Pro Tem
Gino Borgioli - Council Member
Rene Spring - Council Member
Yvonne Martínez Beltrán - Council Member
Wednesday, December 4, 2024 6:00 PM
Council Chamber Building
17555 Peak Avenue, Morgan Hill, CA 95037
Morgan Hill City Council meetings are held in person with the option for the public to attend in-person or participate by teleconference/video conference. Information on how the public may observe and participate in the meeting is below.

MEETING PARTICIPATION
Morgan Hill City Council meetings are held in person. The community may attend in person or via Zoom (video/teleconference). The meetings are also live-streamed on the City’s website, Facebook page, and Channel 17.

As a courtesy, and technology permitting, members of the public may attend online.

However, the City cannot guarantee that the public’s access to online technology will be uninterrupted, and technical difficulties may occur from time to time. Unless required by the Ralph M. Brown Act, the meeting will continue despite technical difficulties for participants using the online option.

Those wishing to participate in the meetings remotely must register in advance at https://bit.ly/CityCouncilZoomRegistration. Additionally, Zoom participants must be running the latest version or will be required to update to the latest version before being able to join the meeting remotely.

Remote participation is also available by calling (669) 900-9128 and entering webinar id: 873 3200 8380#. Dial *9 to raise your hand, and be called upon to speak for up to 3 minutes. Dial *6 to unmute.

PUBLIC COMMENT

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December 4, 2024
2 Public comment may be offered verbally at the meeting or in writing before the meeting.

Public comment is limited to three minutes, but the Mayor may adjust time limits for individual or total comments while ensuring all viewpoints are heard, encouraging speakers to avoid repetition, and allowing a designated spokesperson for organized support or opposition to present longer if needed.

Those attending remotely may only offer public comment for items on the agenda in one of four categories:
• Consent Calendar
• Other Business
• Public Hearings
• Closed Session
Public comment will be heard from those attending in person first with the submission of a speaker card. Once that is complete, we will move to those on Zoom that have their hand raised. Following public comment from Zoom, we will close the public comment period for that item.

Remote public comment for items not on the agenda will not be accepted.

Written public comment may be submitted to the City Clerk:
• In person at the City Council Meeting;
• Via email to [email protected]; or
• Hand delivered or mailed to the City Clerk at 17575 Peak Avenue, Morgan Hill, CA 95037
Please email your comments to the City Clerk no later than 3:00 p.m. on Tuesday (the day before the City Council meeting) so that your comments can be submitted to the members of the City Council with sufficient time to review them. You may continue to provide written comments up to noon on Wednesday (the day of the meeting), although Council Members may not have sufficient time to review them before the meeting.

Public comments submitted to the City Clerk after noon (12:00 p.m.) the day of the meeting will be provided to the City Council as time allows.

Written comments WILL NOT be read aloud during the City Council Meeting. Please note that written comments are posted on the City's website. It is recommended that you do not include any personal information that you do not want to be posted on the web. Please be advised that communications directed to the City Council are public records and are subject to disclosure pursuant to the California Public Records Act and Brown Act unless exempt from disclosure under the applicable law. Communications will NOT be edited for redactions and will be printed/posted as submitted.

AMERICANS WITH DISABILITIES ACT (ADA)
In compliance with the Americans with Disabilities Act, if you are a disabled person and

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December 4, 2024
3 you need a disability-related modification or accommodation to participate in this meeting, please contact the City Clerk's Office at (408)779-7259 or by email at [email protected]. Requests must be made as early as possible and at least two full business days before the start of the meeting.

CALL TO ORDER

ROLL CALL ATTENDANCE

DECLARATION OF POSTING AGENDA

SILENT INVOCATION

PLEDGE OF ALLEGIANCE

RECOGNITIONS
Recognizing our Police and Fire Teammates for their Successful Lifesaving Efforts

PRESENTATIONS
YAC Presentation

CITY COUNCIL REPORTS
Council Member Spring

CITY MANAGER'S REPORT

CITY ATTORNEY'S REPORT

OTHER REPORTS

PUBLIC COMMENT

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December 4, 2024
4 This opportunity for public comment is for items that are not on the agenda. If you would like to make comments on an item that is on the agenda, please wait until we get to that item to offer your comments. Members of the public are entitled to address the City Council concerning any item within the Morgan Hill City Council’s subject matter jurisdiction. Public comments are limited to no more than three minutes. Except for certain specific exceptions, the City Council is prohibited from discussing or taking action on any item not appearing on the posted agenda. Public comment is intended for comments. Questions posed during public comment are not generally answered. If you have questions, please send them to the City Clerk at [email protected] to receive a response. (See additional noticing at the end of this agenda)

ADOPTION OF AGENDA

CONSENT CALENDAR
Items appearing on the Consent Calendar are considered routine and may be approved by one motion. Pursuant to City Council Policies and Procedures (CP 97-01), any member of the Council or public may request to have an item removed from the Consent Calendar for comment and action.

1. ACCEPT THE ANNUAL SENATE BILL (SB) 165 REPORT FOR COMMUNITY FACILITIES DISTRICT NO. 2014-1 (FISHER CREEK)
Recommendation:

Accept and file report.

2. ACCEPT THE CITY'S ANNUAL COMPREHENSIVE FINANCIAL REPORT FOR THE FISCAL YEAR ENDED JUNE 30, 2024
Recommendation:

Accept the City’s Annual Comprehensive Financial Report for the Fiscal Year Ended June 30, 2024.

3. ADOPT RESOLUTION APPROVING AND MAKING FINDINGS RELATED TO THE ASSEMBLY BILL (AB) 1600 DEVELOPMENT IMPACT FEE ANNUAL REPORT FOR FISCAL YEAR 2023-24
Recommendation:

1. Adopt resolution making findings for unexpended development impact fees; and

2. Accept the annual development impact fee report.

4. ADOPT ORDINANCE NO. 2358, NEW SERIES, APPROVING A ZONING

AMENDMENT FOR A PLANNED DEVELOPMENT AND ASSOCIATED
MASTER PLAN (ZA2021-0001) FOR A 69.4-ACRE SITE LOCATED AT THE

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December 4, 2024
5 NORTHEAST QUADRANT OF HILL ROAD AND BARRETT AVENUE (APN:
817-20-031)
Recommendation:

Waive the reading, adopt Ordinance No. 2358, New Series, and declare that said title, which appears on the agenda, shall be determined to have been read by title and further reading waived.

5. ADOPT ORDINANCE NO. 2359, NEW SERIES, ESTABLISHING CHAPTER

18.78 (STANDARDS FOR PUBLIC ARTS) WITHIN TITLE 18 (ZONING) OF

THE MUNICIPAL CODE OF THE CITY OF MORGAN HILL IMPLEMENTING

THE REQUIREMENT OF PUBLIC ART IN NEW LAND DEVELOPMENT

PROJECTS
Recommendation:

Waive the reading, adopt Ordinance No. 2359, New Series, and declare that said title, which appears on the agenda, shall be determined to have been read by title and further reading waived.

6. APPROVE ACQUISITION OF SEWER EASEMENT (NGUYEN) APN 841-03- 062 FOR THE SEWER RELIEF TRUNK LINE PROJECT
Recommendation:

1. Authorize the City Manager to acquire the sewer easement (3,306 square feet), APN 841-03-062, for $17,000 plus escrow and closing costs from Hung Nguyen, Hong Le, Van Nguyen, and Long Nguyen for the Sewer Relief Trunk Line Project; and

2. Authorize the City Manager to execute all documents and make minor modifications, with the approval of the City Attorney, as necessary in order to consummate the transaction.

7. APPROVE THE FIRST AMENDMENT TO THE IMPROVEMENT AGREEMENT

FOR THE BLUEWAVE EXPRESS CAR WASH PROJECT LOCATED AT
18625 MONTEREY ROAD (APN: 764-10-008)
Recommendation:

1. Approve the First Amendment to the Improvement Agreement for the BlueWave Express Car Wash Project;

2. Authorize the City Manager to execute the First Amendment to the Project’s Improvement Agreement with BW Morgan Hill, LLC; and

3. Authorize the recordation of the First Amendment to the Improvement Agreement.

8. APPROVE THE NOVEMBER 20, 2024 CITY COUNCIL MEETING MINUTES

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December 4, 2024
6 Recommendation:

Approve minutes.

9. APPROVE CHANGE ORDER WITH LARRY S. KENT, INC. DBA KENT

CONSTRUCTION TO INSTALL A HAWK SIGNAL FOR BUTTERFIELD FIRE STATION PROJECT IN THE AMOUNT OF $322,205
Recommendation:

1. Approve and authorize the City Manager to execute a Change Order with Larry S. Kent, Inc. DBA Kent Construction in the amount of $322,205 for a HAWK signal at the Butterfield Fire Station Project; and

2. Approve and authorize the City Manager to add 10% contingency to the HAWK signal project in the amount of $32,221.

10. RECEIVE MONTHLY BUDGET UPDATE AND OCTOBER 2024 FINANCIAL

AND INVESTMENT REPORTS
Recommendation:

Accept and file report.

OTHER BUSINESS

11. REVIEW AND APPROVE TRANSPORTATION MASTER PLAN
Recommendation:

1. Review and provide comments on Transportation Master Plan; and

2. Approve Transportation Master Plan.

FUTURE COUNCIL INITIATED AGENDA ITEMS
Note: in accordance with Government Code Section 54954.2(a), there shall be no discussion, debate and/or action taken on any request other than providing direction to staff to place the matter of business on a future agenda.

ADJOURNMENT

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December 4, 2024
7 NOTICE
Any documents produced by the City and distributed to the majority of the City Council less than 72 hours prior to an open meeting, will be made available for public inspection at the City Clerk’s Counter at City Hall located at 17575 Peak Avenue, Morgan Hill, CA, 95037 and at the Morgan Hill Public Library located at 660 West Main Avenue, Morgan Hill, California, 95037 during normal business hours. (Pursuant to Government Code 54957.5)

PUBLIC COMMENT
Members of the Public are entitled to directly address the City Council concerning any item described in the notice of this meeting during consideration of that item. If you wish to address the Council on any item on this agenda, please complete a speaker request card located in the foyer of the Council Chambers and deliver it to the Minutes Clerk before the City Council discussion on the item. You are not required to give your name on the speaker card to speak to the Council, but it is very helpful. When you are called, proceed to the podium, and the Mayor will recognize you. If you wish to address the City Council on any other item of interest to the public, you may do so during the public comment portion of the meeting following the same procedure described above. Please limit your comments to three (3) minutes or less.

Please submit written correspondence to the Minutes Clerk, who will distribute correspondence to the City Council.

Persons interested in proposing an item for the City Council agenda should contact a member of the City Council who may request an item on the agenda for a future City Council meeting. Council discussion or action may not be taken until your item appears on an agenda. This procedure is in compliance with the California Public Meeting Law (Brown Act) Government Code §54950.

City Council Policies and Procedures (CP 03-01) outlines the procedure for the conduct of public hearings.

Notice is given, pursuant to Government Code Section 65009, that any challenge of Public Hearing Agenda items in court, may be limited to raising only those issues raised by you or on your behalf at the Public Hearing described in this notice, or in written correspondence delivered to the City Council at, or prior to the Public Hearing on these matters.

The time within which judicial review must be sought of the action by the City Council, which acted upon any matter appearing on this agenda is governed by the provisions of Section 1094.6 of the California Code of Civil Procedure.

For a copy of City Council Policies and Procedures CP 97-01, please contact the City Clerk’s office (408) 779-7259, (408) 779-3117 (fax) or by email [email protected].

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December 4, 2024
8

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1 CITY COUNCIL STAFF REPORT
MEETING DATE: December 4, 2024
PREPARED BY:

Dat Nguyen, Finance Director
APPROVED BY: City Manager
ACCEPT THE ANNUAL SENATE BILL (SB) 165 REPORT FOR
COMMUNITY FACILITIES DISTRICT NO. 2014-1 (FISHER CREEK)

RECOMMENDATION(S)
Accept and file report.

COUNCIL PRIORITIES, GOALS & STRATEGIES
City Council Ongoing Priorities
Preserving and Cultivating Public Trust
2024-2025 Strategic Priorities
Fiscal Sustainability
Community Engagement
REPORT NARRATIVE:

The Local Agency Special Tax and Bond Accountability Act ("The Act") requires that any local special tax or local bond measure subject to voter approval contains a statement indicating the specific purposes of the special tax, requires that the proceeds of the special tax be applied to those purposes, requires the creation of an account into which the proceeds shall be deposited, and requires an annual report containing specified information concerning the use of proceeds.

The Act was enacted by Senate Bill 165 and codified in the California Government Code Sections 53410 through 53412. The City's Community Facilities District (CFD) No. 2014-1 (Fisher Creek) falls within these reporting requirements, and the attached annual report is intended to comply with the regulation.

COMMUNITY ENGAGEMENT:

Inform
This report serves to inform the Community of the required reporting information for the CFD.

ALTERNATIVE ACTIONS:

Not Applicable

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1 PRIOR CITY COUNCIL AND COMMISSION ACTIONS:

The City Council receives and files the SB 165 Report for CFD No. 2014-1 (Fisher Creek) annually.

FISCAL AND RESOURCE IMPACT:

The preparation of the report is a part of the Finance workplan.

CEQA (California Environmental Quality Act):

Not a Project
Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment.

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City of Morgan Hill
Fiscal Year 2024/25 Annual Report – CFD No. 2014-1 2

1. SB 165: LOCAL AGENCY SPECIAL TAX AND BOND

ACCOUNTABILITY ACT
Senate Bill 165, filed with the Secretary of State on September 19, 2000, enacted the Local Agency Special Tax and Bond Accountability Act (the “Act”). This Act requires that any local special tax or local bond measure subject to voter approval contain a statement indicating the specific purposes of the special tax, require that the proceeds of the special tax be applied to those purposes, require the creation of an account into which the proceeds shall be deposited, and require an annual report containing specified information concerning the use of the proceeds. The Act only applies to any local special tax measure or local bond measure adopted on or after January 1, 2001, in accordance with Section 50075.1 or Section 53410 of the California Government Code.

Some of the requirements of the Act are handled at the formation of the Special Tax District and others are handled through annual reports. This Section of this report intends to comply with Sections 50075.3 of the California Government Code that states:
“The chief fiscal officer of the issuing local agency shall file a report with its governing body no later than January 1, 2002, and at least once a year thereafter. The annual report shall contain both of the following:

1. The amount of funds collected and expended.

2. The status of any project required or authorized to be funded as identified in subdivision (a) of Section 50075.1.”
The requirements of the Act apply to the Funds for the following:

The City of Morgan Hill
Community Facilities District No. 2014-1 (Fisher Creek) Purpose of Special Tax
The special tax provides funding for all or a portion of the costs of the maintenance and monitoring required by the San Francisco Bay Regional Water Quality Control Board for the realignment of Fisher Creek. The special tax funds the cost of maintenance, and monitoring of the Fisher Creek Realignment project; pays for administrative expenses; pays for any amounts required to establish or replenish capital improvement funds, repair and contingency funds or reserve funds; and pays for reasonable anticipated delinquent special taxes.

The project(s) are ongoing on an annual basis.

Collections and Expenditures
Fund Name
06/30/2023
Balance
Amount
Collected(1)(2)
Amount
Expended
06/30/2024
Balance
Special Tax Fund $150,621 $55,044 $43,146 $162,519
(1) Figure represents the total amount levied for Fiscal Year 2023/24, less County Collection Fees of 1.0% of the total levy amount and delinquencies.
(2) Includes interest earned.

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2 CITY COUNCIL STAFF REPORT
MEETING DATE: December 4, 2024
PREPARED BY:

Dat Nguyen, Finance Director
APPROVED BY: City Manager

ACCEPT THE CITY'S ANNUAL COMPREHENSIVE FINANCIAL
REPORT FOR THE FISCAL YEAR ENDED JUNE 30, 2024

RECOMMENDATION(S)
Accept the City’s Annual Comprehensive Financial Report for the Fiscal Year Ended June 30, 2024.

COUNCIL PRIORITIES, GOALS & STRATEGIES
City Council Ongoing Priorities
Preserving and Cultivating Public Trust
2024-2025 Strategic Priorities
Fiscal Sustainability
Community Engagement
REPORT NARRATIVE:

The Fiscal Year 2023-24 Annual Comprehensive Financial Report (ACFR) is presented for your review. Each year, the City engages an independent firm to audit the books and accounts of the City’s general ledger. Included in this audit is the review and verification of all finance processes. An annual audit is required by state law and by bond covenants.

The ACFR presents the operations and financial activity of all the City’s various funds, including the General Fund. It includes an unmodified audit opinion from Maze & Associates, the City’s external auditors, stating that the financial statements present fairly the results of operations for the year ended June 30, 2024, in conformance with Generally Accepted Accounting Principles (GAAP). An auditor gives an Unmodified Opinion (or clean opinion) when they do not have any significant reservation in respect of matters contained in the Financial Statements.

A summary of significant highlights follows:

General Fund
The unassigned or unrestricted fund balance decreased by about $1.5 million compared to the prior year, mostly due to the $1.0 million short-term loan to the Development Services Fund and continued contributions toward the City’s general government

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2 services unfunded liabilities, as per the City Council's adopted fiscal policy. These contributions include the public safety equipment replacement fund, street maintenance, pension and OPEB trusts, and park maintenance, which amounted to $2.0 million.

Despite the reduction, the General Fund's unrestricted fund balance ended the year approximately $1.4 million higher than the projection used by staff as the beginning fund balance for the Adopted Biennial Budget in June 2024.

According to the City Council's adopted fiscal policy, 70% of the $1.4 million budget savings would be allocated to the City’s general government services unfunded liabilities, with the remaining 30% returned to the Unassigned General Fund Reserve.

However, since the sales tax revenue for the current year is projected to come in lower than budgeted, staff is deferring the allocation of this year's budget savings.

Amendments or adjustments to the adopted fiscal policy will be brought forward for City Council consideration at the City Council Goal Setting Workshop in early February 2025 or during the Mid-Cycle Budget Review in May 2025.

Development Services Fund
At the end of FY 23-24, the fund had a negative balance of about $1.1 million, a decline of about $0.7 million from the prior year. The fund was budgeted with a higher revenue amount than the actual received for the year by about $1.2 million. However, larger budget savings, mainly from conservative spending, partially offset a shortfall in revenue. Nonetheless, the fund has incurred multiple years of operating deficits, which necessitated the comprehensive review of the fee structure to ensure the fund’s fiscal sustainability. On October 23, 2024, the City Council adopted an updated fee schedule for land development permits issued by Planning, Building, and Land Development Engineering. These permits are administered through the City’s Development Services program.

Enterprise Funds
Unrestricted net position at June 30, 2024, amounted to $21.1 million for Sewer Operations and $22.4 million for Water Operations. Water Operations’ unrestricted net position increased by $2.4 million compared to the prior year. The operating revenues increased by about $1.2 million compared to the prior year, primarily due to increased consumption and rate adjustments. Sewer Operations’ unrestricted net position increased by $2.2 million from the prior fiscal year, with operating revenues increasing by $0.2 million, primarily due to rate adjustments. The Sewer Impact Fund had $17.6 million in net position restricted for capital improvements and expansion, a decrease of $2.7 million from prior year, mainly due to investment in capacity expansion, while the Water Impact Fund had $3.9 million for the same purpose, an increase of $0.9 million from the prior year.

COMMUNITY ENGAGEMENT:

Inform
Finance staff presents these audited reports in an effort to keep the City Council,

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2 Community, and various lenders and stakeholders informed on the financial health of the organization, which assists each one of the interested parties in making sound financial decisions.

ALTERNATIVE ACTIONS:

Not Applicable
PRIOR CITY COUNCIL AND COMMISSION ACTIONS:

The audited comprehensive financial report is presented to Council each year for the prior fiscal year ending June 30.

FISCAL AND RESOURCE IMPACT:

The resources and costs associated with the audit and preparation of the annual comprehensive financial report are budgeted and included in the Finance Division.

CEQA (California Environmental Quality Act):

Not a Project
Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment.

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3 CITY COUNCIL STAFF REPORT
MEETING DATE: December 4, 2024
PREPARED BY:

Dat Nguyen, Finance Director
APPROVED BY: City Manager

ADOPT RESOLUTION APPROVING AND MAKING FINDINGS
RELATED TO THE ASSEMBLY BILL (AB) 1600 DEVELOPMENT
IMPACT FEE ANNUAL REPORT FOR FISCAL YEAR 2023-24

RECOMMENDATION(S)

1. Adopt resolution making findings for unexpended development impact fees; and

2. Accept the annual development impact fee report.

COUNCIL PRIORITIES, GOALS & STRATEGIES
City Council Ongoing Priorities
Preserving and Cultivating Public Trust
2024-2025 Strategic Priorities
Fiscal Sustainability
Community Engagement
REPORT NARRATIVE:

Government Code Section 66000 et seq. requires that any city imposing development impact fees must report certain information each year. In accordance with this requirement, staff is presenting the Annual Development Impact Fee Report (Attachment 1) for the fiscal year ending June 30, 2024. The report includes a fee description, a schedule of impact fees for the reporting period as approved by City Council, and a report of the 2023-24 revenues and expenditures for each impact fee, along with the balance available for current and future projects. A description of the project that resources were used for is also included for each impact fee.

Section 66001(d) requires that for the fifth fiscal year following the collection of development fees, and every five years thereafter, the local agency shall make findings with respect to any portion of the fee collected remaining unexpended, whether committed or uncommitted. Staff identified $5,057,611 from the Storm Drain Impact Fee (Fund 303); and $351,631 from the Public Facilities Impact Fee (Fund 347) in unexpended fees that were collected over five years ago (Attachment 2). These unexpended fees have been or will be appropriated into existing and future capital improvement projects:

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3 1) Storm Drain Impact Fee to fund Storm System Expansions and Llagas Flood Control Project. The Storm System Expansions will expand storm system capacity in alignment with the 2018 Storm Drain System Master Plan and the Llagas Flood Control Project is to address storm water conveyance that drains into the Upper Llagas Creek Flood Protection Project (ULCFPP) and the West Little Llagas watershed. A total of $5,150,000 from Storm Drain Impact Fees has been allocated to these projects in the adopted Fiscal Year 2024-25 through Fiscal Year 2029-30 Capital Improvement Program (CIP).
2) Public Facilities Impact Fee to fund construction of public facilities such as expansion of the Corporation Yard. Based on the recently completed Maintenance and Operations Space Needs Analysis, the total cost for the expansion of the Corporation Yard is estimated to be about $43.0 million.

COMMUNITY ENGAGEMENT:

Inform
Finance staff prepares this annual report in an effort to keep City Officials, City Council, Community, and stakeholders informed on the financial status of each impact fee, which assists each one of the interested parties in making sound financial decisions.

ALTERNATIVE ACTIONS:

Not Applicable
PRIOR CITY COUNCIL AND COMMISSION ACTIONS:

The annual impact fee report is presented to Council each year for the prior fiscal year ending June 30.

FISCAL AND RESOURCE IMPACT:

The preparation of the report is a part of the Finance workplan.

CEQA (California Environmental Quality Act):

Not a Project
Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment.

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City of Morgan Hill
AB 1600 Development Impact Fee Report
Fiscal Year 2023‐24
Impact Fee Fund Descriptions
Park Impact – This fund receives revenues from developers of properties and the fund may only be  used  for  the  design,  development, maintenance, and  construction  of  new  parks within  the City.

Storm Drain – This fund receives revenues from developers of properties to cover the costs of design and construction of new storm drain that benefit new customers residing within the City of Morgan Hill as a result of growth in population.

Traffic  Impact  –  This  fund  receives  revenues  from  developers  when  their  projects  have  an adverse  impact  on  traffic  flows,  etc.  The  funds  collected  may  be  expended  on  new  streets, traffic  signals  and  improvements  of  existing  streets  where  they  are  impacted  by  new development.

Public Safety Facilities Impact – This  fee was created as a  result of combination of Police and Fire Impact Fees. Revenues are collected from developers to cover the costs required for police and fire capital expansion projects to assist in providing services to new developments.

Public Facilities – Revenues are collected to finance the expansion of public facilities necessary to  benefit  new  customers  residing  within  the  City  of  Morgan  Hill  as  a  result  of  growth  in population.

Library  Impact  – Revenues  are  collected  to  finance  the  provision  of  future  library  space  and materials  necessary  to  benefit,  and  necessary  to  provide  library  services  to,  new  residents residing in the City of Morgan Hill as a result of population growth.

Community/Recreation  Center  Impact  –  Revenues  are  collected  to  finance  the  expansion  of existing and construction of new recreation and community center facilities demanded by new development.

Sewer  Impact  – Revenues  are  collected  to  finance  the  expansion  of  wastewater  facilities necessary to benefit, and necessary to provide   wastewater services to new customers residing in the service area within the City of Morgan Hill as a result of growth in population.

Water Capacity  (Impact) – Revenues are collected  to  finance  the expansion of water  facilities necessary to benefit, and necessary   to provide water services to, new customers residing in the service area within the City of Morgan Hill as a result of growth in population.

Housing In‐Lieu – Fees are collected pursuant to the Inclusionary Housing Ordinance, whereby housing developers contribute  funds  to support the City's provision of affordable housing. The fund supports acquisition, construction, development assistance,  rehabilitation,  financing,  rent subsidies, or other efforts that support the administration of such programs.

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Description of Fee Unit of Measure Amount ($)
Park Impact Fee Single Family Dwelling Unit-Sub 7,384.00 Single Family Dwelling Unit-No Sub 5,369.00
Multi Family Dwelling Unit-Sub 7,114.00
Multi Family Dwelling Unit-No Sub 5,178.00
Senior/Downtown/Secondary Unit 4,873.00
Storm Drain Impact Fee Single Family Dwelling Unit 2,468.00 Multi Family Dwelling Unit (>1200SF) 1,405.00
Multi Family Dwelling Unit (≤1200SF) 654.00
Commercial/Office per acre 26,725.00
Industrial per acre 19,677.00
Auto Dealership per acre 26,725.00
Hotel per room 395.00
Traffic Impact Fee Single Family Dwelling Unit 4,289.00 Multi Family Dwelling Unit (>1200SF) 2,658.00
Multi Family Dwelling Unit (≤1200SF) 1,673.00
Commercial/Industrial/Office per PHT 4,289.00
Public Safety Facilities Impact Fee Single Family Dwelling Unit 2,468.00 Multi Family Dwelling Unit (>1200SF) 2,182.00
Multi Family Dwelling Unit (≤1200SF) 1,634.00
Commercial per acre 13,791.00
Industrial per acre 16,553.00
Office per acre 16,534.00
Auto Dealership per acre 6,615.00
Hotel per room 76.00
Public Facilities Single Family Dwelling Unit 703.00
Multi Family Dwelling Unit 677.00
Senior/Downtown/Secondary Unit 464.00
Commercial per acre 1,548.00
Office per acre 1,840.00
Industrial per acre 2,168.00
Auto Dealership per acre 621.00
Hotel per room 18.24
Library Impact Fee Single Family Dwelling Unit 2,712.00 Multi Family Dwelling Unit 2,612.00
Senior/Downtown/Secondary Unit 1,788.00
Community Recreation Centers Single Family Dwelling Unit 5,029.00 Multi Family Dwelling Unit 4,412.00
Senior/Downtown/Secondary Unit 3,330.00
Sewer Impact Fee Single Family Dwelling Unit 19,514.00
Multi Family Dwelling Unit 16,515.00
Commercial/Industrial/Office per GPD 64.26
Water Capacity (Impact) Fee 5/8-1 inch meter 11,692.00

1.5-inch meter 23,385.00
2-inch meter 37,415.00
3-inch meter 74,830.00
4-inch meter 116,923.00
6-inch meter 233,845.00
8-inch meter 374,152.00
Housing In-Lieu For-Sale Projects (per sq feet)
Within Downtown 15.44
Outside of Downtown 23.04
Rental Projects (per sq feet)
Within Downtown 16.96
Outside of Downtown 33.91
City of Morgan Hill
Impact Fee Schedule Summary
Fiscal Year 2023-24

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Project FY 23-24
FUND 301 - PARK IMPACT FEE Number AB 1600
Revenue
Interest $ 73,509
Development Impact Fees 832,396
Project Reimbursement/Others 331,906
Total Revenue $ 1,237,811
% from this Total Project
Revenue Expended For Fund Expenditures
Parks Land 110097 9,043 $ 100.00% 9,043
El Toro Trail 132008 100.00% 438 438
Madrone Channel 117022 102,340 100.00% 102,340
Butterfield Blvd Connector Path Project 148017 5,288 100.00% 5,288 W. Little Llagas Creek Trail Phase 117001 193,819 100.00% 193,819 Monterey Road Ball Field Park 145023 196,584 100.00% 196,584 Sports Facility Development 148018 17,936 100.00% 17,936 General Plan Update 7,700 7.00% 110,000
RCSD Services - Infrastructure Planning 75,000 29.41% 255,000 Banking Fees and Other 17,031 100.00% 17,031
Administration 31,474 1.94% 1,621,869
Total Expenditures $ 656,653
Revenue Less Expenditures $ 581,158
Balance as of July 1, 2023 1,426,990
Balance as of June 30, 2024 $ 2,008,148
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 303 - STORM DRAIN IMPACT FEE Number AB 1600
Revenue
Interest $ 641,231
Development Impact Fees 277,618
Total Revenue $ 918,849
% from this Total Project
Revenue Expended For Fund Expenditures
Storm System Expansion 415020 2,881,564 $ 100.00% 2,881,564 Llagas Flood Control 417099 200,994 100.00% 200,994
General Plan Update 7,700 7.00% 110,000
RCSD Services - Infrastructure Planning 15,000 5.88% 255,000 Administration 9,666 0.60% 1,621,869
Total Expenditures $ 3,114,924
Revenue Less Expenditures $ (2,196,075)
Balance as of July 1, 2023 11,817,863
Balance as of June 30, 2024 $ 9,621,788
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 309 - TRAFFIC IMPACT FEE Number AB 1600

REVENUE
Interest $ 124,491
Traffic Impact Fees 1,288,526
Project Reimbursement/Others 5,337
TOTAL REVENUE $ 1,418,354
% from this Total Project
Revenue Expended For Fund Expenditures
Hale Avenue Extension 546007 326,133 $ 100.00% 326,133
Infrastructure Planning 110023 467,259 100.00% 467,259
Traffic Signal & Intersection Improvements 503023 108,366 100.00% 108,366 Dunne Murphy Public Improvements 305,747 100.00% 305,747 General Plan Update 31,900 29.00% 110,000
RCSD Services - Infrastructure Planning 75,000 29.41% 255,000 Administration 23,331 1.44% 1,621,869
Total Expenditures $ 1,337,736
Revenue Less Expenditures $ 80,618
Balance as of July 1, 2023 3,727,580
Balance as of June 30, 2024 $ 3,808,198
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 315 - PUBLIC SAFETY FACILITIES Number AB 1600

REVENUE
Interest $ 270,426
Public Safety Facilities Impact Fees 869,170
TOTAL REVENUE $ 1,139,596
% from this Total Project
Revenue Expended For Fund Expenditures
New Fire Station 231018 5,110,740 $ 100.00% 5,110,740
Police Facility Expansion 228020 421,096 100.00% 421,096 Debt Service 205,530 52.62% 390,622
Administration 6,393 0.39% 1,621,869
Total Expenditures $ 5,743,759
Revenue Less Expenditures $ (4,604,163)
Balance as of July 1, 2023 3,050,728
Balance as of June 30, 2024 $ (1,553,435)
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 347 - PUBLIC FACILITIES IMPACT FEE Number AB 1600

REVENUE
Interest/Other $ 48,265
Public Facilities Impact Fees 312,475
TOTAL REVENUE $ 360,740
% from this Total Project
Revenue Expended For Fund Expenditures
Corporation Yard Long Term Plan Study 102,600 $ 100.00% 102,600 RCSD Services - Infrastructure Planning 25,000 9.80% 255,000 Administration 4,278 0.26% 1,621,869
Total Expenditures $ 131,878
Revenue Less Expenditures $ 228,862
Balance as of July 1, 2023 1,099,809
Balance as of June 30, 2024 $ 1,328,671
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 348 - LIBRARY IMPACT FEE Number AB 1600

REVENUE
Interest $ 49,583
Library Impact Fees 1,018,645
TOTAL REVENUE $ 1,068,228
% from this Total Project
Revenue Expended For Fund Expenditures
Civic Center Debt Service $ 206,525 71.70% 288,021
Administration 15,824 0.98% 1,621,869
Total Expenditures $ 222,349
Revenue Less Expenditures $ 845,879
Balance as of July 1, 2023 1,408,238
Balance as of June 30, 2024 $ 2,254,117
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 360 - COMMUNITY/REC CENTERS IMPACT FEE Number AB 1600

REVENUE
Interest/Others $ 22,415
Com/Rec Centers Impact Fees 1,524,173
TOTAL REVENUE $ 1,546,588
% from this Total Project
Revenue Expended For Fund Expenditures
Villa Mira Monte 144017 113,541 $ 100.00% 113,541
Condit Rd Sports Facility Development 148018 111,766 100.00% 111,766 Administration 15,975 0.98% 1,621,869
Total Expenditures $ 241,282
Revenue Less Expenditures $ 1,305,306
Balance as of July 1, 2023 992,228
Balance as of June 30, 2024 $ 2,297,534
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 641 - SEWER IMPACT FEE Number AB 1600

REVENUE
Interest $ 1,178,020
Sewer Impact Fees 8,268,365
TOTAL REVENUE $ 9,446,385
% from this Total Project
Revenue Expended For Fund Expenditures
Sewer Plant Expansion 303093 10,783,473 $ 100.00% 10,783,473 Sewer Plant Improvements 303a11 390,721 100.00% 390,721 Trunk Line - Phase I & II 308a08 118,327 100.00% 118,327 New Sewer Lines 315006 12,155 100.00% 12,155
Rate Studies/Infrastructure Planning 110023 95,593 100.00% 95,593 General Plan Update 7,700 7.00% 110,000
RCSD Services - Infrastructure Planning 25,000 9.80% 255,000 Debt Service 682,453 53.20% 1,282,713
Administration 51,216 3.16% 1,621,869
Total Expenditures $ 12,166,638
Revenue Less Expenditures $ (2,720,253)
Balance as of July 1, 2023 21,350,081
Balance as of June 30, 2024 $ 18,629,828
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 651 - WATER IMPACT FEE Number AB 1600

REVENUE
Interest $ 125,937
Water Impact Fees 1,597,798
TOTAL REVENUE $ 1,723,735
% from this Total Project
Revenue Expended For Fund Expenditures
Pump Station Capacity 610023 1,459 $ 100.000% 1,459
Holiday Lake Pump Station 610a18 145,616 100.000% 145,616 Groundwater Wells WA60001 100.000% 930 930
General Plan Update 7,700 7.000% 110,000
RCSD Services - Infrastructure Planning 25,000 9.80% 255,000 Debt Service 642,709 40.993% 1,567,851
Administration 17,963 1.108% 1,621,869
Total Expenditures $ 841,377
Revenue Less Expenditures $ 882,358
Balance as of July 1, 2023 2,969,960
Balance as of June 30, 2024 $ 3,852,318
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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Project FY 23-24
FUND 236 - HOUSING IN-LIEU FEE Number AB 1600

REVENUE
Interest $ 208,769
Housing in-lieu fee 3,058,785
Project Reimbursement/Others 162,946
TOTAL REVENUE $ 3,430,500
% from this Total Project
Revenue Expended For Fund Expenditures
Housing services 1,197,689 $ 100.00% 1,197,689
General Plan Update 7,700 7.00% 110,000
Administration 85,563 5.28% 1,621,869
Total Expenditures $ 1,290,952
Revenue Less Expenditures $ 2,139,548
Balance as of July 1, 2023 4,965,870
Balance as of June 30, 2024 $ 7,105,418
City of Morgan Hill
Impact Fees Revenue and Expenditures
For Fiscal Year 2023-24

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RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF MORGAN HILL MAKING FINDINGS FOR

UNEXPENDED DEVELOPMENT IMPACT FEES IN

ACCORDANCE WITH CALIFORNIA GOVERNMENT
CODE SECTION 66001 AND ACCEPTING THE ANNUAL

DEVELOPMENT IMPACT FEE REPORT
WHEREAS, the Mitigation Fee Act, Government Code Section 66000 et seq., authorizes the City of Morgan Hill (“City”) to impose, collect, and expend mitigation fees to offset the impacts of development within the City; and;
WHEREAS, among the procedural requirements mandated by the Mitigation Fee Act is a requirement that beginning with the fifth fiscal year following deposit of development fees into a designated account, and each fifth fiscal year thereafter, the City make specified findings regarding any portion of the fees that remain unexpended; and
WHEREAS, a portion of the fees currently deposited in the City’s Storm Drain Impact Fee Fund, and Public Facilities Impact Fee Fund were collected over five (5) years ago, and therefore the City wishes to make the findings required by Government Code Section 66001(d); and WHEREAS, the City also wishes to review and accept reports required by the Mitigation Fee Act under the annual information disclosure requirements of Government Code Section 66006(b), including but not limited to the amount of the fee, the beginning and ending balance of the fee account or fund, and the interest earned thereon.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MORGAN HILL DOES HEREBY FIND, DETERMINE, RESOLVE AND ORDER AS FOLLOWS:

1. The City Council has considered the full record before it, which may include, but is not limited to, the staff report, testimony by staff and the public, and other materials and evidence submitted or provided to it. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference.

2. The City Council finds that the Storm Drain Impact Fee Fund currently contains Five Million Fifty-Seven Thousand and Six Hundred Eleven Dollars ($5,057,611); and Public Facilities Impact Fee Fund currently contains Three Hundred Fifty-One Thousand and Six Hundred Thirty-One Dollars ($351,631) in unexpended fees that were collected over five (5) years ago.

3. In accordance with Government Code section 66001(d)(1), the City Council finds as follows:
a. The Unexpended Fees will be used to provide for the following projects:

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(A) Storm Drain Impact Fee to fund Storm System Expansions and Llagas Flood Control Project. The Storm System Expansions will expand storm system capacity in alignment with the 2018 Storm Drain System Master Plan and the Llagas Flood Control Project is to address storm water conveyance that drains into the Upper Llagas Creek Flood Protection Project (ULCFPP) and the West Little Llagas watershed. The project would provide flood protection and mitigate the increased risk of flooding when the ULCFPP is completed; and
(B) Public Facilities Impact Fee to fund the expansion of the Corporation Yard. These projects will address the maintenance and operations space needs as the community grows.
b. There exists a reasonable relationship between the Unexpended Fees and the purpose for which they were charged as described above. c. The current estimated costs that have been appropriated or will be appropriated for the Storm System Expansions and Llagas Flood Control Project are approximately Five Million One Hundred Fifty Thousand Dollars ($5,150,000); and costs for the expansion of the Corporation Yard are estimated to be about Forty-Three Million Dollars ($43,000,000). The City’s funding sources will include the Unexpended Fees described above and future impact fees to be collected for these projects.
d. The Unexpended Fees have been deposited in the respective Impact Fee Funds, which are the appropriate funds to finance the projects described above.

4. This Resolution shall take effect immediately upon adoption.

PASSED AND ADOPTED by the City Council of Morgan Hill at a Regular Meeting held on the 4th day of December 2024 by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

APPROVED: ATTEST:
____________________________ ___________________________ MARK TURNER, Mayor MICHELLE BIGELOW, City Clerk

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 CERTIFICATION 
I, Michelle Bigelow, City Clerk of the City of Morgan Hill, California, do hereby certify that the foregoing is a true and correct copy of Resolution No.24-XXX, adopted by the City Council at the meeting held on December 4, 2024

WITNESS MY HAND AND THE SEAL OF THE CITY OF MORGAN HILL DATE: _____________________ ___________________________________ MICHELLE BIGELOW, City Clerk

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4 CITY COUNCIL STAFF REPORT
MEETING DATE: December 4, 2024
PREPARED BY:

Kim Mancera, Deputy City Clerk
APPROVED BY: City Manager
ADOPT ORDINANCE NO. 2358, NEW SERIES, APPROVING A ZONING

AMENDMENT FOR A PLANNED DEVELOPMENT AND ASSOCIATED
MASTER PLAN (ZA2021-0001) FOR A 69.4-ACRE SITE LOCATED AT

THE NORTHEAST QUADRANT OF HILL ROAD AND BARRETT
AVENUE (APN: 817-20-031)

RECOMMENDATION(S)
Waive the reading, adopt Ordinance No. 2358, New Series, and declare that said title, which appears on the agenda, shall be determined to have been read by title and further reading waived.

COUNCIL PRIORITIES, GOALS & STRATEGIES
City Council Ongoing Priorities
Supporting our Youth, Seniors, and Entire Community
Enhancing Diversity and Inclusiveness
2024-2025 Strategic Priorities
Affordable Housing and Homelessness
Guiding Documents
Morgan Hill 2035 General Plan
REPORT NARRATIVE:

On November 20, 2024, the City Council introduced Ordinance No. 2358, New Series, by the following roll call votes: AYES: Borgioli, Turner, Librers, Martinez Beltran; NOES:

Spring; ABSTAIN: None; ABSENT: None;
This is for a zoning amendment to create a Planned Development with master plan and standards for a new residential project containing 320 new residential units on an approximately 69-acre site located on the northeast quadrant of Hill Road and Barrett Avenue. At the time of introduction, the City Council amended the proposed ordinance to include the provision of 55 "affordable by design" units as a substantial public benefit in support of the Planned Development. That change is included in the attached ordinance. The Council also requested that the developer consider additional measures to reduce the vehicle miles traveled associated with the project, including potential bikesharing, e-bikes, and bike storage.

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4 COMMUNITY ENGAGEMENT:

Inform:

Planned Development Application:

For the City Council hearing on November 20, 2024, the project was sent through the City's 411 e-blast. The proposed project was publicly noticed, including a mailing to property owners within 600 feet of the project site, and within the newspaper for the minimum 10-day period. The project webpage was updated, and the project site sign was posted pursuant to the Planning Division requirements.

For the Planning Commission Hearing on September 24, 2024, the project was sent through the City's 411 e-blast. The proposed project was publicly noticed, including a mailing to property owners within 600 feet of the project site, and within the newspaper for the minimum 10-day period. The project webpage was updated, and a project site sign was posted pursuant to the Planning Division requirements.

Environmental Review:

A Notice of Preparation (NOP) for an Environmental Impact Report (EIR) was publicly noticed in the newspaper, mailed to adjacent property owners, and posted on the project webpage. The NOP was circulated on June 25, 2021 for a 30-day public comment period. A public scoping meeting was publicly noticed in the newspaper, mailed to adjacent property owners, and posted on the project webpage. The scoping meeting was held via Zoom on July 13, 2021. Staff and the CEQA consultants provided a brief presentation summarizing the project proposal, explained the environmental review process, and received public feedback on the existing environmental setting and potential project related environmental impacts. The Draft EIR was publicly noticed in the newspaper, mailed to adjacent property owners, and posted on the project webpage. Hard copies were also available for public viewing at City Hall, Morgan Hill Library, and Community Cultural Center. The Draft EIR was circulated for 60 days between November 3, 2023 and January 3, 2024. A publicly noticed community Open House was held on Monday, December 4, 2023, to provide an opportunity for the public to discuss the project and submit verbal comments on the Draft EIR. Final EIR was posted on the project webpage on August 27, 2024 and emailed to commenters on September 19, 2024.

Preliminary Application:

A project webpage was created on the Morgan Hill website after receipt of the application. The preliminary application (SR2020-0006) was publicly noticed (mailed to property owners within 600-feet of the project site and newspaper legal notice) for the minimum 10-day period and two public notice signs were posted at the property location pursuant to the Planning Division requirement for the September 8, 2020, Planning Commission meeting.

ALTERNATIVE ACTIONS:

Not Applicable.

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4 PRIOR CITY COUNCIL AND COMMISSION ACTIONS:
• Preliminary Application was heard at the September 8, 2020, Planning Commission Hearing for feedback on the General Plan Amendment and Planned Development Proposal.
• Planned Development with Environmental Impact Report heard at the September 24, 2024, Planning Commission hearing where the Planning Commission recommended approval of the EIR with Overriding Considerations by 4-ayes, 2- noes, 0-abstain,1- absent and recommended approval of the Zoning Amendment for the Planned Development and associated masterplan by 6-ayes, 0-noes, 0- abstain, 1-absent.
• Environmental Impact Report was heard at the November 20, 2024, City Council hearing, where the Council approved the Resolution for the EIR by 3-ayes, 2- noes, 0-absent.
• Planned Development with associated masterplan was heard at the November 20, 2024, City Council hearing where the Council waived the first and second reading for the Planned Development Ordinance and adopted the Ordinance by 4-ayes, 1-noes, 0-absent.

FISCAL AND RESOURCE IMPACT:

City development review functions are cost-recovery, with fees collected from applicants to cover the cost of services. These fees have been collected.

CEQA (California Environmental Quality Act):

An Environmental Impact Report (EIR) was prepared for this project in compliance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines. An EIR is an informational document that evaluates potential environmental impacts of a proposed project, as well as identifies mitigation measures and alternatives to the proposed project. As the Lead Agency for this project, the City of Morgan Hill is required to consider the information in the EIR along with any other available information in deciding whether to approve the project.

On June 25, 2021, a Notice of Preparation (NOP) was circulated for a 30-day public comment period and a scoping hearing was held on July 13, 2021 to receive feedback from the community on the existing setting. The Draft EIR, along with appendices, was made available for public review for a 60-day comment period between November 3, 2023 and January 3, 2024. A publicly noticed community Open House was held on Monday, December 4, 2023 to provide an opportunity for the public to discuss the project and submit verbal comments on the Draft EIR.

Responses to the Notice of Preparation for the Draft EIR and comments received during circulation of the Draft EIR are summarized and responses to those comments/letters are within the Final EIR which was posted on the Project webpage on the City's website on August 27, 2024.

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4 CEQA requires that the lead agency adopt mitigation measures or alternatives, where feasible, to avoid or mitigate significant environmental impacts that will otherwise occur with implementation of the project. Project mitigation or alternatives are not required, however, where they are infeasible or where the responsibility for modifying the project lies with another agency. For those significant effects that cannot be mitigated to a lessthan-significant level, the public agency is required to find that specific overriding economic, legal, social, technological, or other benefits of the project outweigh the significant effects on the environment. Section 15093 of the CEQA Guidelines state: “If the specific economic, legal, social, technological, or other benefits of a proposed project outweigh the unavoidable adverse environmental effects, the adverse environmental effects may be considered ‘acceptable.”
The EIR identified impacts that can be reduced to a less than significant level with the implementation of mitigation. Each potential impact that has been reduced to a less than significant level is summarized in the Mitigation Monitoring and Report Program (MMRP) that is attached to this staff report. Significant environmental effects identified in the EIR related to agricultural resources (impacts related to conversion of Important Farmland) and transportation (impacts related to vehicle miles traveled (VMT)) have been identified in the Final EIR to be significant and unavoidable and are listed below:

Agricultural Impact AG-1: Conversion of approximately 44 acres of Prime Farmland and approximately five acres of Farmland of Statewide Importance would constitute a significant impact to agricultural resources. (Significant and Unavoidable Impact) Mitigation Measure MM AG-1.1: A minimum of one acre of agricultural land (1:1 mitigation ratio) shall be preserved for each acre of agricultural land changed to a nonagricultural use. The required acreage of area to be protected through an agricultural conservation easement or agricultural preservation in-lieu fee will depend on the measurement of the affected area. The area of land designated as Prime Farmland and Farmland of Statewide Importance shall be used for calculating the required mitigation.

Mitigation Measure MM AG-1.2:

Conversion of agricultural land shall require offsetting acquisition and/or dedication of agricultural conservation easements over approved agricultural mitigation land, or payment to the City of the agricultural preservation in-lieu fee, to support agricultural preservation activities. Developer acquisition/dedication of easements shall require the project to pay an agricultural lands preservation program stewardship fee to cover administrative costs and ongoing management and monitoring of the easements.

Agricultural mitigation fees shall be required prior to the acceptance of a final map, or prior to issuance of building or grading permits. Easement dedication is required prior to issuance of building permits.

Finding: Based on the Farmland Mapping and Monitoring Program of the California Resources Agency Mapping System, the project site consists of approximately 44 acres of Prime Farmland and 5 acres of Statewide Importance Farmland. The project proposes to develop the site with residential uses. Conversion of the Prime Farmland

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4 would constitute a significant impact to agricultural resources. Consistent with the City’s Agricultural Preservation Program and Agricultural Mitigation Ordinance, mitigation measures MM AG-1.1 and MM AG-1.2 require a minimum of one acre of agricultural land (1:1 mitigation ratio) to be preserved for each acre of agricultural land changed to a non-agricultural use and acquisition and/or dedication of agricultural conservation easements over approved agricultural mitigation land, or payment to the City of the agricultural preservation in-lieu fee. The project applicant will implement mitigation measures MM AG-1.1 and MM AG-1.2, however, the impact would not be reduced to a less than significant level because, while the project would preserve existing agricultural lands, it would not create any new agricultural lands to offset the loss of Prime and Statewide Importance farmland. There are no other feasible mitigation measures which could be implemented to reduce the loss of agricultural lands to a less than significant level, as CEQA case law affirms the principle that the loss of prime farmland is irreversible, and protection of other existing farmland does not fully offset the lost farmland, but rather prevents further loss. Therefore, the impact would remain significant and unavoidable.

Impacts related to agricultural resources have been mitigated to the extent feasible. The City of Morgan Hill finds that although this impact would be significant and unavoidable, the impact is acceptable when weighed against the overriding social, economic, and other considerations set forth in Section I, Statement of Overriding Considerations.

For a detailed description of impacts and mitigation measures, see the appropriate text within the Draft and Final EIR.

Transportation Impact TRN-1 and Impact TRN-C: The project would generate 33.25 vehicle miles traveled (VMT) daily per capita, exceeding the threshold of 20.94 VMT per capita (Significant and Unavoidable Impact).

Mitigation Measure TRN-1.1:

The project applicant shall develop and implement a Transportation Demand Management (TDM) plan which targets a reduction in residential vehicle trips to and from the site. The TDM plan shall be prepared by a qualified traffic consultant and in coordination with the City of Morgan Hill Development Services Director or Designee.

The TDM plan shall quantify the reduction in VMT. The TDM plan shall require the following measures:
• Prior to project occupancy, the project applicant shall make a financial contribution to the City’s on-site demand rideshare service (MoGo), as a one-time or annual financial contribution based on City’s approval. Should MoGo no longer be available, the funding amount will go into a fund for the reduction of VMT impacts. • The project shall improve the surrounding pedestrian network by including sidewalks, which terminate at the common property line, allowing for connections to the adjacent property in the event there is future development.

Finding:

The project would result in VMT per capita of 33.25, while citywide VMT per capita is

24.64, and the OPR threshold relied upon in the EIR was 20.94 VMT per capita. Using

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4 OPR’s impact thresholds, the project would need to implement VMT reduction measures to achieve a 24 percent reduction (27.41 to 20.94) in its VMT per capita for the proposed residential uses to reduce its impact to less than significant level.

Mitigation measure TRN-1.1 requires the project applicant to make a financial contribution to the City’s on-site demand rideshare service, as a one-time or annual financial contribution based on City approval. VMT tool does not include a feature which calculates VMT reduction from the project applicant’s contribution to the City’s onsite demand rideshare service. The project design features would encourage the use of pedestrian and bicycle facilities, but not to a degree which would have any measurable effect on project VMT. Therefore, the project VMT would continue to be above the 20.94 VMT per capita threshold. There are no other feasible mitigation measures which could be implemented to reduce the transportation impacts. Measures such as carshare programs and transit service expansion programs would not be feasible given the costs to maintain such programs. As mentioned above, even with the implementation of these measures, the project VMT would be above the VMT per capita threshold. Therefore, the impact would remain significant and unavoidable.

Impacts related to transportation have been mitigated to the extent feasible. The City of Morgan Hill finds that although this impact would be significant and unavoidable, the impact is acceptable when weighed against the overriding social, economic, and other considerations set forth in the Statement of Overriding Considerations.

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ORDINANCE NO. 2358, NEW SERIES

AN ORDINANCE OF THE CITY OF MORGAN HILL

APPROVING A ZONING AMENDMENT FOR A PLANNED

DEVELOPMENT AND ASSOCIATED MASTER PLAN
(ZA2021-0001) FOR A 69.43-ACRE SITE LOCATED AT THE

NORTHEAST QUADRANT OF HILL ROAD AND
BARRETT AVENUE (APN: 817-20-031)

THE CITY COUNCIL OF THE CITY OF MORGAN HILL DOES ORDAIN AS FOLLOWS:

SECTION 1. The proposed amendment is consistent with the General Plan, Zoning Code, and any applicable specific plan or area plan adopted by the City Council.

The project complies with the allowed density range for units on the site in accordance with the General Plan. The Planned Development is consistent with but not limited to the following General Plan Policies: Policy CNF 6.4, Policy CNF-6. A, Policy CNF 8.7, Policy CNF 8.11, Policy CNF 9.1, Policy CNF 10.4, Policy CNF10.5, Policy CNF 11.3, Policy CNF 11.5, Policy HC-3.14, Policy NRE-5.5, Policy NRE5.6, and NRE4.11. The Planned Development Standards require new development to meet the Residential Development Design and Development Standards and will be consistent with the intent of the underlying zoning designation.

SECTION 2. The proposed development is superior to the development that could occur under the standards applicable in the existing zoning district.

This PD Master Plan includes a range of unit types and lot sizes while maintaining the allowable density for the land use designation.

SECTION 3. The proposed project will provide a substantial public benefit(s) as defined in the Municipal Code. The public benefit provided shall be of sufficient value as determined by the Planning Commission to justify deviation from the standards of the zoning district that currently applies to the property.

The PD Master Plan provides 4-acres of outdoor common open space which is more than double the requirement for new development per the municipal code. The minimum roadway improvement for the Hill Road and Barrett Avenue intersection is a four-way signalized intersection. As written in the PD standards, the roundabout enhancement to the Hill and Barrett intersection will go above the required minimum improvement. Therefore, this PD with Master Plan is consistent in providing a substantial public benefit.

SECTION 4. The Site for the proposed development is adequate in size and shape to accommodate proposed land uses.

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City of Morgan Hill
Ordinance No. 2358, New Series

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The PD Master Plan has been reviewed for design, location, shape, size, and uses proposed and has been determined to be suitable and compliant with the vision of residential at this location with the addition of neighborhood parks and trail connectivity.

SECTION 5. Adequate transportation facilities, infrastructure, and public services exist or will be provided to serve the proposed development.

The project is consistent with the policies of the City’s General Plan to improve sidewalk connectivity and expand pedestrian opportunities. The City’s Bikeways, Trails, Parks and Recreation Master Plan, adopted in July 2017, establishes goals, policies, and actions to facilitate bicycling and designates bicycle lanes along many City streets.

Senate Bill (SB) 743 establishes criteria for determining the significance of transportation impacts using a VMT metric intended to promote the reduction of GHG emissions, the development of multimodal transportation networks, and a diversity of land uses. Specifically, SB 743 requires analysis of VMT in determining the significance of transportation impacts.

The Morgan Hill citywide average daily VMT per capita is currently 24.64. OPR recommends an impact threshold of 15 percent below the existing VMT levels for residential land uses, which equates to 20.94 VMT per capita. The project is estimated to generate 33.25 VMT daily per capita, which would exceed the City’s impact threshold. The project would result in a significant VMT impact on the transportation system. The project applicant would need to implement VMT reduction measures to achieve a 37 percent reduction in its VMT per capita for the proposed project to reduce the project’s VMT impact to a less than significant level (below 20.94 VMT daily per capita). However, the maximum reduction possible is anticipated to reduce daily per capita VMT to only 29.55. The project’s VMT per capita could be reduced to 29.55 with the implementation of the Travel Demand Management (TDM) strategies, included as mitigation measures of the EIR and a Statement of Overriding Considerations prepared as part of the Resolution related to the EIR.

SECTION 6. The proposed development will not have a substantial adverse effect on the surrounding property and will be compatible with the existing and planned land use characteristics of the surrounding area.

The project is a residential development that provides a variety of housing types ranging from single-family detached to multi-family attached housing units on a range of lot sizes. The proposed PD Master Plan integrates the new residential units with the surrounding residential neighborhoods by completing streets and adequately transitioning larger lots to smaller lots. The PD and Master Plan was reviewed by the Development Services Team and the Standards required within the document will not have a substantial adverse effect on the surrounding property.

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City of Morgan Hill
Ordinance No. 2358, New Series

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SECTION 7. Findings required for the current approval of a zoning Map amendment can be made such as consistency with the General Plan and that the proposed amendment will not be detrimental to the public interest, health, safety, convenience, or welfare of the city.

The project is a residential development that provides a variety of housing types ranging from single family detached to multifamily attached housing units on a range of lot sizes. The General Plan envisioned residential uses at this location and the proposed Plan integrates the new residential units with the surrounding residential neighborhoods by completing streets and adequately transitions larger lots to smaller lots.

SECTION 8. The affected site is physically suitable in terms of design, location, shape, size, and other characteristics to ensure that the permitted land uses and development will comply with the zoning code and General Plan and contribute to the health, safety, and welfare of the property, surrounding properties, and the community at large.

The 69.4-acre site is suitable in design, location, shape, and size to accommodate the uses allowed by the PD Master Plan. The variety of residential uses comply with the allowable density and the PD as written will require compliance with the Residential Development Design and Development Standards. The PD and Master Plan were reviewed by the Development Services Team which includes Building, Fire Prevention, Police, Engineering, Environmental Services, etc. concur that the PD and Master Plan as proposed will not be detrimental to the public interest, health, safety, convenience, or welfare of the city.

SECTION 9. The request was considered by the Planning Commission at its regular meeting of September 24, 2024 where the Planning Commission recommended approval of the Zoning Amendment for a Planned Development with associated Master Plan, ZA2021-0001: New Horizons, Hill – Morgan Hill Devco, and the Planned Development Standards with Master Plan described in Exhibit A are by this reference incorporated herein. The City Council accepts the recommendation of the Planning Commission.

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City of Morgan Hill
Ordinance No. 2358, New Series

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THE FOREGOING ORDINANCE WAS INTRODUCED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE 20th DAY OF NOVEMBER 2024, AND WAS FINALLY ADOPTED AT A MEETING OF THE CITY COUNCIL HELD ON THE 4TH DAY OF DECEMBER 2024 AND SAID ORDINANCE WAS DULY PASSED AND ADOPTED IN ACCORDANCE WITH THE LAW BY THE FOLLOWING VOTE:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

APPROVED: ATTEST:

MARK TURNER, Mayor MICHELLE BIGELOW, City Clerk

CERTIFICATE OF THE CITY CLERK

I, MICHELLE BIGELOW, CITY CLERK OF THE CITY OF MORGAN HILL, CALIFORNIA, do hereby certify that the foregoing is a true and correct copy of the Ordinance No. 2358, New Series, adopted by the City Council of the City of Morgan Hill, California at their regular meeting held on the 4th day of December, 2024.

WITNESS MY HAND AND THE SEAL OF THE CITY OF MORGAN HILL. ______________________ ___________________________________ DATE: MICHELLE BIGELOW, City Clerk

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EXHIBIT A
New Horizons Planned Development Standards
ZA2021-0001
This Planned Development (PD) creates an overlay to the base residential detached medium zoning. Where this Ordinance is silent, the Municipal Code, as amended, shall apply. Prior to and/or during the development of the approximate 69-acre site the following shall be met.

1. Substantial Public Benefit: A substantial public benefit for the purpose of this PD is defined as a project feature not otherwise required by the zoning code or any other provision of local, state, or federal law that substantially exceeds the City’s minimum development standards and significantly advances goals of the general plan. The project must include one or more substantial public benefits.
a. Useable Common Open Space: New residential development is required to provide useable private and common open space with a minimum type of on-site recreational amenities. While the private open space per lot and the on-site recreational amenities are reviewed for conformance prior to Design Permit approval, the common open space required is confirmed now. The master plan provides approximately 4–acres of parkland dispersed through three parks. The total amount of common open space required for the development is 47,585 square feet or 1.09-acres. The common open space provided exceeds the minimum by 2.91-acres. Because the master plan exceeds the minimum required, it qualifies as a substantial public benefit.

Table 1.b. Residential Development Design and Development Standards Useable Common Open Space
SFD
(7,000)
Smaller lot SF Detached
and Attached Total
Proposed Lot Sizes 7,000 5,000
3,000-
3,800 1,800
Common Open Space
Project proposed number of
units 64 159 63 34 320
Parkland sq ft required per
unit N/A 200 175 140
Project Requirement 31800 11025 4760 47,585sq.ft.
b. Intersection Improvements: Per the Transportation Impact Analysis, development of this site will require Hill Road and Barrett Avenue to be a four-way signalized intersection at minimum, bringing the LOS from an unacceptable level to an acceptable LOS B level. The intersection safety and mobility improves from an LOS B to an LOS A with a roundabout instead of a signal. As a Significant Public Benefit, new development of this site shall

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require the construction payment for a new roundabout in lieu of a four-way signalized intersection per the Transportation Impact Analysis. If a roundabout is not desired at this location as determined by the City Civil Engineer, the additional funds that would be required to construct a roundabout will go towards supporting a City-sponsored rideshare program such as MOGO, or towards the intersection improvements listed under Section 5 of this PD for Transportation Related Standards.
c. Affordable Units by Design: New development at this location is required to incorporate and build at least 55 units under 1,650 square feet in size to be considered affordable by design. This requirement is separate from the Inclusionary Housing Ordinance requirement and cannot be counted toward units provided in Section 3. of this Planned Development.

2. Required Permits before Development:
a. The property owner or designee shall apply for a Design Permit to be reviewed for consistency with the standards of this New Horizons Planned Development and the Residential Development Design and Development Standards. b. A Subdivision Map will be required for the division of land, incorporation of easements, and dedication of land to the City.
c. Project proposal requires review and permits from the Clean Water Act Section 404 permit of the U.S. Army Corps of Engineers, Clean Water Act Section 401 Water Quality Certification and possibly Porter-Cologne Water Quality Control Act waste discharge requirements from the Central Coast Regional Water Quality Control Board. d. Fish and Game Code Section 16 Streambed Alteration Agreement from the California Department of Fish and Wildlife (CDFW) will be necessary for the proposed project. e. U.S. Bureau of Reclamation (USBR) and Valley Water permits are required prior to Design Permit approval for proposed work within the USBR easement. f. Approval is required from Valley Water and the City for encroachments within the regulatory floodway of Tennant Creek to demonstrate through hydrologic and hydraulic analyses that the project will not result in any increase in the base flood levels during the occurrence of the base flood discharge pursuant to Chapter 15.80 (Flood Damage Prevention) of the City’s Municipal Code.
g. The proposed realignment of a portion of Tennant Creek requires a Conditional Letter of Map Revision (CLOMR) application submitted to the Federal Emergency Management Agency (FEMA) and a CLOMR issued by FEMA prior to Design Permit approval. After project completion and prior to building final(s), the project is required to submit a Letter of Map Revision (LOMR) application to FEMA and obtain LOMR approval from FEMA.

If FEMA has suspended initiation of CLOMR and LOMR for this type of process, approval from FEMA is still required.
h. The project may propose to apply to FEMA for a Conditional Letter of Map Revision based on Fill (CLOMR-F) to revise the 100-year floodplain within the site and possibly remove the proposed buildings out of the 100-year floodplain with issuance by FEMA of a LOMRF. Currently, FEMA has suspended initiation of CLOMR-F and LOMR-F applications.

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EXHIBIT A
However, it FEMA is creating a separate process for this type of approval, the project may apply.
i. Off-Site Improvements Permit(s) with the City Engineering and/or Public Works Department and any associated encroachment permits that may be required. j. Issuance of required Building Permits for the new development including but not limited to a Master Plan, Grading etc.
k. Proposed development within this Master Plan Area is required to comply with the Morgan Hill Municipal Code specifically but not limited to the following: MHMC 15.65 Sustainable building Regulations, MHMC 18.72.040 Electric Vehicle Charging , MHMC

15.40 building Security and MHMC 15.38 Wage Theft Prevention.

3. Inclusionary Housing Ordinance Compliance (IHO): New development of the project site shall be in compliance with the IHO as amended. The IHO requires 15% of the total units proposed to be restricted to Below Market Rate (BMR) units. The Planned Development proposal for 320 units will require 48 units to be BMR units. BMR units are required to be equally dispersed throughout each product type and accessory dwelling units do not count towards the required number of BMR units. Review and enforcement of the IHO will be completed during the Design Permit and Subdivision Map process. All standards within the IHO apply including but not limited to the following:
a. Units must be geographically and proportionally disbursed. b. Units must be in all building types.
c. Units shall be dispersed among the product types, proportionate in number among each of the product types that comprise the development.
d. Units must consist of the project’s average bedroom and bathroom count. e. Units shall not have significant identifiable differences. f. The size of the units, and distribution of model types shall be comparable and proportionate to the entire project’s makeup.

For a 320 unit development 48 units are required to be income-restricted BMR units. The number of units in each product type are as follows:
• 223 Traditional SF represents 69.68% of the total project, therefore 69.68% of the required 48 BMRs is 33.44 which rounds to 34 BMR units. • 42 Courtyard homes represent 13.12% of the total project, therefore 13.12% of the required 48 BMRs is 6 BMR units.
• 21 Senior cottages represent 6.56% of the total project, therefore 6.5% of the required 48 BMRs is rounded to 3 BMR units.
• 34 Senior single-family attached represents 10.62%, therefore 10.62% of the required 48 BMRs is 5 BMR units.

Unit Type Number of Project Units BMR Unit Requirement
Single Family (223)
Courtyard Homes (42)
Senior Cottages (21)
Senior SFA (34)
320 48

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EXHIBIT A
Single Family 223 34
Courtyard Homes 42 6
Senior Cottages 21 3
Senior Single Family
Attached
34 5
The IHO allows for projects to pay an in-lieu fee or “fee out” up to 50% of the inclusionary obligation. The project is proposing a 100% in-lieu fee option as part of the approval of this PD. This section of the PD allows the applicant to either build or payout with the in-lieu fee option, which shall be formalized in the IHO agreement. The IHO agreement will outline the project compliance based on the approval of this PD and will be required to be prepared, approved, and recorded before Final Map recordation.

4. Public Park and Trail Improvements: Per the Quimby Parkland requirements, a minimum of 4.83 acres of parkland area is required to be constructed, or an in-lieu fee is paid. This PD Master Plan is dedicating 1.76 acres of land to Jackson Park. The new Jackson Park area will include onsite improvements that will be reviewed by the Parks and Recreation Commission and approved by City Council. The General Plan identifies a proposed shared use (pedestrian and bicycle) class 1 path from Jackson Park to Hill Road that connects to the existing trail system. The PD Master Plan identifies a public trail from Jackson Park to Hill Road that shall be constructed as a Class 1 shared use path.
a. A Subdivision Improvements Agreement (SIA) shall be executed between the City and the property owner or designee to cover required offsite improvements. b. Dedication of __1.76 _ acres of land to Jackson Park as shown on Parcel A and C. c. Prior to final design of public park improvements, review and approval is required by Parks and Recreation Commission and City Council.
d. Improvements for existing features on City property will continue to be maintained by City. e. In general, storm water detention solutions for projects need to be satisfied entirely on the project site. If a dual use storm water detention basin located on both City property and the proposed dedicated park area property is supported, it is required to be constructed by property owner or designee. Maintenance of new detention basin to be the responsibility of the HOA unless otherwise proven needed to resolve overflow runoff from Jackson Park.

If City approves the dual use storm water detention basin, a private storm water easement will be granted by the City to the property owner or designee of the system. f. The public trail connection to existing Jackson Park and trail network will be constructed by the property owner or designee.
g. A public access easement will be required over the trail located outside City Property, and shall be shown on the Tentative Map and dedicated to the City prior to final map approval.

A Community Facilities District (CFD) shall be formed to cover the maintenance cost of the trail. If a CFD is not formed, the trail maintenance shall be the responsibility of the HOA. The landscaping adjacent to the trail area shall be maintained by the HOA.

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h. The property owner or designee shall pay for and install an interpretive panel along the proposed pedestrian trail. The interpretive panel shall be reviewed and approved by Tamien Nation.
i. Water features including ponds will be reviewed for consistency with the Water Conservation Ordinance prior to design permit approval.

5. Transportation Related Standards: Based on the City’s operating standards the proposed development within this PD would have an adverse effect on the following intersections and will require improvements and fair share in lieu fees as follows. a. Condit Road and Main Avenue - The project shall contribute a proportional fair share of the in-lieu cost for future implementation of an exclusive southbound right-turn on Condit Road, required signal modifications, and lane striping on the southbound approach. b. Condit Road and Tennant Avenue – The project shall contribute a proportional fair share of the in-lieu cost for future implementation of a traffic signal at the Condit Road and Tennant Avenue intersection.
c. Murphy Avenue and Tennant Avenue – The project shall contribute a proportional fair share of the in-lieu cost for future implementation of a traffic signal with protected phasing on all four approaches at the Murphy Avenue and Tennant Avenue intersection. The in-lieu cost shall be determined by the City prior to approval of tentative map and/or design permit. d. Hill Road and Fountian Oaks Drive – The project shall implement a separate westbound left-turn lane on Fountian Oaks Drive. The property owner or designee shall be required to cover the full cost of this improvement.
e. Hill Road and Barrett Avenue – If the Substantial Public Benefit roundabout at this intersection is not chosen by our City Public Works Department, the project shall implement a four-way traffic signal with protected phasing on Hill Road and Barrett Avenue at a minimum.
f. Condit Road and Diana Avenue – The project shall contribute the proportional share of inlieu cost for future implementation of a traffic signal with protected phasing on Condit Road. In-lieu cost shall be determined by the City prior to the approval of tentative map and or design permit.
g. New development shall provide adequate width and turn-radii at and along all drive/parking aisles to allow for two-way circulation and adequate circulation of larger vehicles (such as emergency trucks, garbage trucks, and delivery trucks) throughout the project site.
h. Improvements along the project frontage including the recommended widening of Hill Road shall be planned to accommodate the implementation of the planned bike lanes along Hill Road.

Noise Related Standards: The following noise insulation features shall be incorporated into the proposed project to reduce interior noise levels to 45 dBA Ldn or less at residential interiors:
a. Where project design and setbacks cannot achieve acceptable noise decibels for outdoor private open space, the project shall include noise barriers along the residential property

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EXHIBIT A
lines of the backyards and side yards consistent with the noise study and confirmed by a qualified noise consultant. The noise barriers shall break the line-of-sight from the backyards to Hill Road. The minimum height of these barriers shall be eight feet as measured from the pad elevation of each residence. The proposed barriers shall be continuous from grade to top, with no cracks or gaps, and have a minimum surface density of three lbs/ft2 (e.g., one-inch-thick wood fence boards, half-inch laminated glass, concrete masonry units, or masonry).
b. The final design of the noise barriers to be included shall be confirmed by a qualified noise consultant.
c. Provide a suitable form of forced-air mechanical ventilation, as determined by the Building Official, for all residential units on the project site, so that windows can be kept closed at the occupant’s discretion to control interior noise and achieve the interior noise standards. d. A qualified acoustical consultant shall review the final site plan, building elevations, and floor plans prior to construction and recommend building treatments to reduce interior noise levels to 45 dBA Ldn or lower. Such methods or materials that would reduce interior noise levels may include a combination of smaller window and door sizes as a percentage of the total building façade facing the noise source, sound-rated windows and doors, sound rated exterior wall assemblies, and mechanical ventilation so windows may be kept closed at the occupant’s discretion. The specific determination of what noise insulation treatments are necessary shall be conducted on a unit-by-unit basis during final design of the project.

Results of the analysis, including the description of the necessary noise control treatments, shall be submitted to the City, along with the building plans and approved design, prior to issuance of a building permit.
e. The project applicant shall develop a noise construction control plan, which shall be submitted to the Development Services Director or Director’s designee for review and approval prior to issuance of a grading or building permit. The noise construction control plan shall include but not be limited to the following construction best management controls:
• Equipment and trucks used for construction shall use the best available noise control techniques (e.g., improved mufflers, equipment redesign, use of intake silencers, ducts, engine enclosures, and acoustically attenuating shields or shrouds); • Impact tools (e.g., jackhammers, pavement breakers, and rock drills) used for construction shall be hydraulically or electrically powered wherever possible to avoid noise associated with compressed air exhaust from pneumatically powered tools; and • Stationary noise sources shall be located as far from noise-sensitive receptors as possible, and they shall be muffled and enclosed within temporary sheds, incorporate insulation barriers, or include other measures.
• Construct temporary noise barriers, where feasible, to screen stationary noise-generating equipment. Temporary noise barrier fences would provide a five dBA noise reduction when the noise barrier interrupts the line-of-sight between the noise source and receptor and when the barrier is constructed in a manner that eliminates any cracks or gaps. • Unnecessary idling of internal combustion engines shall be strictly prohibited.

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• Construction staging areas shall be established at locations that will create the greatest distance between the construction-related noise sources and noise-sensitive receptors nearest the project site during all project construction. Locate material stockpiles, as well as maintenance/equipment staging and parking areas, as far as feasible from residential receptors.
• Control noise from construction workers’ radios to a point where they are not audible at existing residences bordering the project site.
• Where feasible, temporary power service from local utility companies should be used instead of portable generators.
• Locate cranes as far from noise-sensitive receptors as possible. • During final grading, substitute graders for bulldozers, where feasible. Wheeled heavy equipment are quieter than track equipment and should be used where feasible. • Substitute nail guns for manual hammering, where feasible. • Avoid the use of circular saws, miter/chop saws, and radial arm saws near the adjoining noise-sensitive receptors. Where feasible, shield saws with a solid screen with material having a minimum surface density of two pounds per square foot (e.g., such as 0.75-inch plywood). • Maintain smooth vehicle pathways for trucks and equipment accessing the site, and avoid local residential neighborhoods as much as possible. • During interior construction, the exterior windows facing noise-sensitive receptors shall be closed.
• During interior construction, locate noise-generating equipment within the building to break the line-of-sight to the adjoining receptors.
• The contractor shall prepare a detailed construction schedule for major noise-generating construction activities. The construction plan shall identify a procedure for coordination with adjacent residential land uses so that construction activities can be scheduled to minimize noise disturbance.
• Designate a "disturbance coordinator" who would be responsible for responding to any complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g., bad muffler, etc.) and will require that reasonable measures be implemented to correct the problem. Conspicuously post a telephone number for the disturbance coordinator at the construction site and include it in the notice sent to neighbors regarding the construction schedule.

6. Environmental Standards Required for New Development: The adopted Environmental Impact Report prepared for this New Horizons Planned Development (SCH No. 2021060587) includes Mitigation Measures that shall be implemented as conditions of approval to the Design Permit and Tentative Map for the project. In addition to the Mitigation Measures listed within the Project Environmental Impact Report, the following standard conditions shall apply and be completed prior to or during construction as depicted by each standard. a. Air Quality: the following standards shall be implemented during all phases of construction to control dust and exhaust at the project site:

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i. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. ii. All haul trucks transporting sial, sand or other loose material off-site shall be covered. iii. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
iv. All vehicle speeds on unpaved roads shall be limited to 15 miles per hour (mph). v. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.
vi. Replant vegetation in disturbed areas as soon as possible after completion of construction.
vii. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of the California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. viii. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. ix. Post a publicly visible sign with the telephone number and person to contact at the City regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District’s phone number shall also be visible to ensure compliance with applicable regulations.
b. Biological Resources: The proposed project that could be developed as part of this Planned Development is covered under the Habitat Plan and will be required to comply with the following:
i. The project shall implement the following standard permit condition to ensure compliance with the Habitat Plan’s nitrogen deposition fee(s). The proposed project is covered pursuant to the Santa Clara Valley Habitat Plan (Habitat Plan) and subject to fees and conditions contained in the Habitat Plan. Habitat Plan conditions applicable to the project include:
• Condition 1. Avoid direct impacts on legally protected plan and wildlife species. • Condition 3. Maintain hydrologic conditions and protect water quality. • Condition 4. Avoidance and minimization for in-stream projects. • Condition 11. Stream and riparian setbacks.
• Condition 17. Tricolored blackbird.
ii. Application Package. Prior to issuance of a grading permit, the project shall complete and submit a Habitat Plan Application Package. All fees shall be paid prior to issuance of a grading permit.
iii. Any additional conditions or mitigations required by the habitat Plan shall be clearly stated on all plans that involve any ground disturbing activity (i.e., grading plans,

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EXHIBIT A
improvement plans, paving plans, demolition plans or other plans for site clearing or temporary stockpile of dirt).
iv. No development shall impede on the required 35-foot setback of the riparian habitat near the drainage channel along Hill Road.
v. Tree Protection. Unless tree removal has been previously approved, all trees located within 25 feet of any site disturbance shall be protected using the following minimum protection measures (these guidelines shall be included with all site development plans):
• Mark all trees to be saved with a survey flag or ribbon. Do not nail or staple directly to the tree.
• Erect a temporary fence enclosing an area equal to at least the dripline of the tree (or as far from the trunk as possible). This tree protection zone shall not be used for parking, storage of building materials, or other equipment or the placement of temporary or permanent fill. Signs should be posted identifying the restriction of uses in the tree protection zone.
• Locate structures, grade changes, and other ground or surface disturbances (e.g. concrete pours) as far as feasible from the “dripline” area of the tree. • Avoid root damage through grading, trenching, and compaction, at least within an area 1.5 times the dripline area of the tree. Where root damage cannot be avoided, roots encountered over 1 inch in diameter should be exposed approximately 12 inches beyond the area to be disturbed (towards the tree stem), by hand excavation, or with specialized hydraulic or pneumatic equipment, cut cleanly with hand pruners or power saw and immediately back-filled with soil.

Avoid tearing or otherwise disturbing that portion of the roots to remain. • The addition of plants or other landscaping materials shall remain outside of the dripline of all trees.
• All trees proposed to be removed from the project site shall be replaced at a 1:1 ratio. Replacement trees shall be consistent with the City of Morgan Hill Master Street Tree. All replacement trees shall be a minimum of 15-gallons in size. All mitigation/replacement trees shall be shown on the landscape plans and approved by the Development Services Director prior to the issuance of the building/grading permit.
• Any tree subject to Chapter 12.32 Restrictions On Removal Of Significant Trees of the Morgan Hill Municipal Code requires approval from the Planning Division.

The applicant shall request approval prior to removing any significant trees. c. Energy: A project developed under this PD is required to implement the Green Building Measures as identified below.
i. MHMC 15.65 Sustainable building Regulations
ii. MHMC18.72.040 C Electric Vehicle Charging

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d. Geology and Soils: To avoid or minimize potential damage from seismic shaking, the proposed residential development shall be built using standard engineering and seismic safety design techniques. Prior to issuance of building permits, building design and construction at the site shall be completed in conformance with the recommendations of a design-level geotechnical investigation, which shall be included in a report to the City. The structural designs for the proposed development will account for repeatable horizontal ground accelerations. The report shall be reviewed and approved by the City of Morgan Hill Building Division prior to issuance of a building permit. The buildings shall be required to meet the requirements of applicable Building and Fire Codes, including the California Building Code Chapter 16, Section 1613, as adopted or updated by the City. The project will be designed to withstand soil hazards identified on the site and the project shall be designed to reduce the risk to life or property to the extent feasible and in compliance with the Building Code.
e. As required by the State Water Resources Control Board (SWRCB) Order No. 2022-0057- DWQ, construction activity resulting in a land disturbance of one acre or more of soil, or whose projects are part of a larger common plan of development that in total disturbs more than one (1) acre, are required to obtain coverage under the National Pollutant Discharge Elimination System (NPDES) General Permit No. CAS000002 for Discharges of Storm Water Associated with Construction Activity (General Permit). To be permitted with the SWRCB under the General Permit, owners must file a complete Notice of Intent (NOI) package and develop a Storm Water Pollution Prevention Plan (SWPPP) Manual in accordance with Section A, B, and C of the General Permit prior to the commencement of soil disturbing activities. A NOI Receipt Letter assigning a Waste Discharger Identification number to the construction site will be issued after the State Water Resource Control Board (SWRCB) receives a complete NOI package (original signed NOI application, vicinity map, and permit fee); copies of the NOI Receipt Letter and SWPPP shall be forwarded for Building and Engineering Division review. The SWPPP shall be made a part of the improvement plans. (SWRCB NPDES General Permit CA000002) f. Hydrology and Water Quality:
i. For the project’s proposed underground stormwater infiltration systems, the project shall comply with the design criteria included in the City’s Residential Development Design and Development Standards.
ii. The project shall demonstrate compliance with the City’s Flood Control/25-Year Detention Standards and any subsequent amendments to these standards. iii. As required by the SWRCB Order No. 2022-0057-DWQ, construction activity resulting in a land disturbance of one acre or more of soil, or whose projects are part of a larger common plan of development that in total disturbs more than one acre, are required to obtain coverage under the NPDES General Permit No. CAS000002 for Discharges of Storm Water Associated with Construction Activity (General Permit). To be permitted with the SWRCB under the General Permit, owners must file a complete Notice of Intent (NOI) package and develop a Storm Water Pollution Prevention Plan (SWPPP) Manual in accordance with Section A, B, and C of the General Permit prior

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to the commencement of soil disturbing activities. A NOI Receipt Letter assigning a Waste Discharger Identification number to the construction site will be issued after the SWRCB receives a complete NOI package (original signed NOI application, vicinity map, and permit fee); copies of the NOI Receipt Letter and SWPPP shall be forwarded to the Building and Land Development Engineering Divisions review. The SWPPP shall be made a part of the improvement plans. (SWRCB NPDES General Permit CA000002).
iv. The project shall comply with the California Regional Water Quality Control Board Central Coast Region (Region 3) Resolution No. R3-2013-0032 and as documented by the Stormwater Management Guidance Manual for Low Impact Development and Post-Construction Requirements, and any subsequent amendments thereto. A copy of the guidance manual can be obtained through the following link: https://www.morganhill.ca.gov/DocumentCenter/View/12671/Storm-Water-Management-GuidanceManual?bidId=. v. Since the project is proposing improvements adjacent to Tennant Creek, the project shall comply with the City’s adopted Santa Clara Valley Water Resource Protection Collaborative’s “Guidelines and Standards for Land Use Near Streams.” A copy of the guidelines and standards can be found at
https://www.valleywater.org/contractors/doing-businesses-with-the-district/permitsfor-working-on-district-land-or-easement/guidelines-and-standards-for-land-use-nearstreams.

In accordance with the City of Morgan Hill Standard Conditions to reduce construction related water quality impacts the following BMPs shall be implemented during project construction.
i. Burlap bags filled with drain rock will be installed around storm drains to route sediment and other debris away from the drains.
ii. Earthmoving or other dust-producing activities will be suspended during periods of high winds.
iii. All exposed or disturbed soil surfaces will be watered at least twice daily to control dust.
iv. Stockpiles of soil or other materials that can be blown by the wind will be watered or covered.
v. All trucks hauling soil, sand, and other loose materials will be covered and all trucks will be required to maintain at least two feet of freeboard. vi. All paved access roads, parking areas, staging areas and residential streets adjacent to the construction site will be swept daily (with water sweepers). vii. Vegetation in disturbed areas will be replanted as quickly as possible.

7. Sanitary Sewer Capacity Study: The project is required to complete a Sanitary Sewer Capacity Study. The Study will be performed by the City’s sewer master plan consultant. The property owner or designee is responsible for all costs associated with a study. When it is

Page 52 of 287 ends

EXHIBIT A
determined that there is no available capacity in the existing sewer line(s), the City will determine the required mitigations(s) at Design Review stage.

8. Setbacks and Height Standards based on lot type: Refer to Attachment A for the lot standards and restricted heights.

9. PD Master Plan: Development on this site shall be in substantial conformance with the approved stamped plans and attached herein as Attachment B.

Page 53 of 287 ends

ATTACHMENT A.

Page 54 of 287 ends
Page 55 of 287 ends

STOP STOP STOP STOP
STOP STOP STOP STOP STOP BVC 363.2 EVC 365.4 PARCEL A STREET A STREET A STREET A COURT A COURT B SORREL DRIVE SORREL DRIVE SORREL DRIVE COURT C COURT C STREET C STREET D STREET E STREET E STREET J STREET K STREET L

STREET M

STREET H STREET G

STREET I

STREET F

FOUNTAIN AVE
REMINGTON COURT BARRETT AVENUE (60' R/W) BARRETT AVENUE (60' R/W)

PVT DRIVE A

PVT DRIVE C PVT DRIVE G PVT DRIVE K

PVT DRIVE I

PVT DRIVE J PVT DRIVE L

PVT DRIVE D

PVT DRIVE E

PVT DRIVE H
HILL ROAD (46' HALF PUBLIC R/W) JACKSON PARK EXPANSION 54 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 27 28 29 30 33 34 44 43 42 41 68 66 63 62 61 57 56 55 156 154 115153 152 117 118 119 120 121 122 76 75 74 73 70 71113 111 112 109 110 99 97 98 96 95 87 86 85 84 83 82 81 80 131 130 129 128 132 133 142 136 138 126 125 252 251 249 247 244 243 241 240 239 238 237 294 292 291 290 288 286 285 283 282 275 276 277 278 279270 265 266 267 262 158 160 163 164 165 166 167 168 169 170 301 302 303 305 306 307 310 311 319 318 317 315 314 313 312 47 187 188 197 193 191 180 181 182 183 176 178 179 45 38 161 53 46 190189 9 90 91 92 93 94 79 72 89 137 145 150 250 248 304 308 309 300 299 261 260 258 259 257 256 146 147 148 149 186 185 155 525150 49 48 159 157 54 37 36 35 151 140 141 139 320 316 289 293 296 264 272 271 284 281 280 287 21 32 78 77 103 102101 104 107 106105 108 127 124144 143 116 69 67 65 64 58 59 60 39 40 196 195 194 192 177 173 172 171 162 263 184 242 253 295 36 26 31 88 100 114 134 123 135 175 174 246 245 254 255 268 269 274 273 297 298 223 222 221 220 219 218 198 199 200 201 202 203 204 205 206 207 208 209 216 215 214 213 212 211 210 224 217 225 226 227 228 229 230 231 232 233 234 235 236 PCL P Parcel B Parcel C JACKSON PARK EXPANSION Parcel D Parcel H Parcel F E N G I N E E R S P L A N N E R S S U R V E Y O R S SHEET 1 OF 1 SELECT PARCEL ACREAGES NEW HORIZONS MORGAN HILL, CALIFORNIA FEBRUARY, 2024 JOB NUMBER: 202013 PARCEL AND APPROXIMATE ACREAGE PARCEL A 0.40 ACRES PARCEL B 1.40 ACRES PARCEL D 0.97 ACRES PARCEL F PARCEL H PARCEL C 0.36 ACRES 0.93 ACRES 2.12 ACRES

Page 56 of 287 ends

STOP STOP STOP STOP STOP STOP STOP STOP STOP FOUNTAIN AVENUE TRAIL DRIVE CALICO COURT REMINGTON CT. BARRETT ROAD HILL ROAD SORREL WAY FOUNTA I N OAK S DR I VE PD-01 MORGAN HILL, DISTRICT D, SANTA CLARA COUNTY, CALIFORNIA PLANNED DEVELOPMENT APPLICATION NEW HORIZONS SITE DATA · SUBJECT PARCEL(S): 817-20-031 · CURRENT LAND USE: FALLOW, VACANT · ZONING: RESIDENTIAL MEDIUM DENSITY 7,000 (PD) · GENERAL PLAN: RESIDENTIAL DETACHED MEDIUM (0-7 DU/AC) · PROPOSED LAND USE: RESIDENTIAL · BUILDOUT TABULATION: EXISTING GROSS AREA 69.4± AC EXISTING R/W TO BE ABANDONED 0.04± AC SUBTOTAL (NEW GROSS AREA) 69.5± AC PROPOSED PRIVATE OPEN SPACE 6.1± AC PROPOSED PUBLIC STREET DEDICATION 13.6± AC PROPOSED PRIVATE STREETS 3.6± AC PROPOSED RESIDENTIAL LOTS (1-320) 40.1± AC PUBLIC PARK/OS DEDICATION 2.2± AC TENNANT CHANNEL + SETBACK 3.80±AC POTENTIAL MHUSD PARCEL (PCL A) 0.4± AC TOTAL 69.5± AC · UTILITIES: WATER CITY OF MORGAN HILL SANITARY SEWER CITY OF MORGAN HILL STORM DRAIN CITY OF MORGAN HILL GAS & ELECTRIC PG&E TELEPHONE VERIZON · PRELIMINARY EARTHWORK SUMMARY (APPROX.): CUT 85,000 CY± FILL 85,000 CY± NET 0 CY± (BALANCED) PROJECT DATA THIS IS A RESIDENTIAL PROJECT CONSISTING OF 320 NEW HOMES OF FOUR OWNERSHIP HOUSING TYPES: · 223 SINGLE FAMILY DETACHED (5,000; 6,000 AND 7,000 SQFT LOTS) · 42 COURTYARD STYLE HOMES · 21 SENIOR COTTAGES (FOR SALE) · 34 SENIOR DUETS (FOR SALE) IN-TRACT IMPROVEMENTS CONSIST OF THE FOLLOWING ELEMENTS: · PUBLIC CIRCULATION NETWORK AND PRIVATE STREETS, COURTS AND ALLEYS · ACTIVE AND PASSIVE OPEN SPACE AND AMENITIES, FEATURING A CENTRALLY-LOCATED CLUBHOUSE AND POOL · CURB-SIDE AND BAY SHARED PARKING · JACKSON TRAIL OFF-SITE IMPROVEMENTS CONSIST OF THE FOLLOWING: · RE-ALIGNMENT OF BARRETT ROAD BETWEEN SORREL WAY AND HILL ROAD · HILL ROAD HALF STREET IMPROVEMENTS · JACKSON PARK IMPROVEMENTS TITLE SHEET PROJECT SITE HILL ROAD BARRETT AVENUE SAN PEDRO AVE. EAST DUNNE AVENUE NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 CONTACT INFORMATION APPLICANT: MORGAN HILL DEVCO, LLC 14500 SYCAMORE DRIVE MORGAN HILL, CA 95037 CONTACT: ROCKE GARCIA (408) 710-2953 PLANNING DPC 2424 CALLE GALICIA SANTA BARBARA, CA 93109 CONTACT: VINCE BURGOS (408) 421-2695 ARCHITECT: WILLIAM HEZMEHALCH ARCHITECTS (SINGLE FAMILY, 5000 EXECUTIVE PKWY, SUITE 375 COURTYARD HOMES) SAN RAMON, CA 94583 CONTACT: MARK RETHERFORD (925) 463-1700 ARCHITECT: KTGY (SINGLE FAMILY) 1814 FRANKLIN STREET, #400 OAKLAND, CA 94612 CONTACT: AMANDA MAZZEI (510) 463-2010 CIVIL ENGINEER: RUGGERI-JENSEN-AZAR & ASSOCIATES 8055 CAMINO ARROYO GILROY, CA 95020 ENGINEERING: CHRIS PATTON, RCE 66271 PLANNING: ROSS DOYLE (408) 848-0300 LANDSCAPE: CAMP & CAMP ASSOCIATES, INC. 2520 CAMINO DIABLO WALNUT CREEK, CA 94597 CONTACT: TERRY CAMP (925) 941-6490 ARCHITECT: BASSENIAN - LAGONI (SENIOR DUETS & 2031 ORCHARD DRIVE COTTAGES) NEWPORT BEACH, CA 92660 CONTACT: CINDY TEALE (949) 553-9100 LANDSCAPE: RIPLEY DESIGN GROUP 1615 BONANZA STREET, #314 WALNUT CREEK, CA 94596 CONTACT: ANNIKA CARPENTER (925) 938-7377 ARCHITECT ARCHITECT COMPREHENSIVE SITE PLAN EXHIBITS PD-01 TITLE SHEET PD-02 EXISTING CONDITIONS PD-03 COMPREHENSIVE SITE PLAN PD-05 PD-06 PD-07 12 SHEETS PRELIMINARY PHASING PLAN PRELIMINARY STAGING PLAN SENIOR HOUSING AND AMENITIES EXHIBITS COMPREHENSIVE SITE PLAN SENIOR DUETS AND COTTAGES (SINGLE FAMILY DETACHED) (BASSENIAN-LAGONI) PD-08 PD-09 PD-10 PD-11 PD-12 62 SHEETS TRADITIONAL HOUSING AND AMENITIES EXHIBITS COMPREHENSIVE SITE PLAN SITE PLAN - NORTHWEST SITE PLAN - NORTHEAST SITE PLAN - SOUTHWEST SITE PLAN - SOUTHEAST TRADITIONAL AND COURT-HOME STYLE SINGLE FAMILY DETACHED HOMES (KTGY, WHA) L-1 PROJECT BENEFITS PARKS, OPEN SPACE AND TRAILS EXHIBIT PD-14 CIVIL ENGINEERING STREET SECTIONS PD-04 DEVELOPMENT STANDARDS PD-15 STREET SECTIONS PD-16 PRELIMINARY GRADING - NORTHWEST PRELIMINARY GRADING - NORTHEAST PRELIMINARY GRADING - SOUTHWEST PRELIMINARY GRADING - SOUTHEAST GRADING SECTIONS PD-17 PD-18 PD-19 PD-20 L-2A COMMUNITY ENTRY AND PARK EXHIBIT L-2B COMMUNITY CLUBHOUSE EXHIBIT L-2C NEW HORIZONS PARK EXHIBIT L-3 JACKSON PARK RENOVATION EXHIBIT L-3A L-4A NEW HORIZONS TRAIL EXHIBIT JACKSON PARK RENOVATION EXHIBIT L-4B RIPARIAN PLANT PALETTE L-5 NEW HORIZONS TRAIL AT SENIOR COTTAGES L-6 TYPICAL MAIL STATION L-7 MONUMENT SIGN EXHIBIT A4.1-A4.3 CLUBHOUSE AND OUTDOOR FITNESS FLOOR PLANS AND ELEVATIONS PD-13 EXISTING CONDITIONS ATTACHMENT B.

Page 57 of 287 ends

HILL ROAD BARRETT AVENUE HILL ROAD BARRETT AVENUE FOUNTAIN AVE. BARRETT AVENUE HILL ROAD SORREL WAY HILL ROAD SORREL WAY JACKSON SCHOOL NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-02 EXISTING CONDITIONS NOTES 1. AERIAL IMAGES DATED MAY 9, 2020 JACKSON PARK

Page 58 of 287 ends

STREET A STREET A STREET B (WEST) STREET B (EAST) STREET C STREET C STREET E STREET D COURT A COURT B SORREL DRIVE STREET G

STREET I

STREET H STREET E BARRETT AVE PRIVATE STREET J

HILL ROAD

FOUNTAIN AVE (PUBLIC) PRIVATE DRIVE A PRIVATE DRIVE L

STREET F STREET F BARRETT AVE

PRIVATE DRIVE I REMINGTON COURT

PRIVATE DRIVE J PRIVATE STREET L

PRIVATE STREET M PRIVATE DRIVE B PRIVATE DRIVE K

PRIVATE DRIVE E

PRIVATE DRIVE D

PRIVATE DRIVE G

PRIVATE DRIVE H PRIVATE DRIVE M

PRIVATE DRIVE N

PRIVATE DRIVE F

PRIVATE DRIVE C PVT DR O

PVT DR P

PVT DR R PVT DR Q PVT DR S STOP STOP STOP STOP
STOP PRIVATE STREET K STOP STOP STOP STOP Ø70.0' BVC 363.2 EVC 365.4 Notes 1. Parcel configuration and street sections are preliminary and subject to refinement. NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-03 COMPREHENSIVE SITE PLAN Housing Types Inclusionary Housing Ordinance Compliance Summary Required 320 homes @ 15% = 48 homes Provided Senior Duets (Ownership) 33 (Moderate, 110% AMI) Courtyard Homes (Ownership) 6 (Moderate, 110% AMI) The balance of the requirement, nine homes, will be satisfied by in-lieu fees. Site Information Current Designation Residential Medium Density (0-7 du/ac) Proposed Designation No change Current Zoning Residential Medium Density 7,000 (PD) Proposed Zoning No Change Traditional single-family homes 223 Courtyard homes 42 Senior cottages 21 Senior single-family attached 34 320 Housing Opportunities Summary Single Story Homes (60) Single Family Homes with Junior ADU (23) Accessory Dwelling Unit (attached) Legend and Notes Tree to remain Tree to be removed Public trail alignment SS JADU CH DT DT SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU CH CH CH DT DTDT DTDTDTDTDTDTDTDTDT DTDT DT SS DT SS DT SS DT SS DT SS DT SS DT SS DT
DT
DT
DT
DT

DT ADU ADU ADU ADU ADU ADU ADU ADU ADU ADU ADU ADU ADU ADU ADU ADU JADU SSCHDT DT ADU SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS CH CH ADU ADU ADU SS SS ADU SS ADU SS DTDT DT

Page 59 of 287 ends

B1 C3
A2 PLAN 2588 PLAN 2787 PLAN 3258
B2
A1
A1 C1 C2
B1
B1 PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-1X PLAN P-2 PLAN P-2 PLAN P-2 PLAN P-2 PLAN P-2 A (typ) F A (typ) A (typ) B B B D (typ)
D (typ) G C A (typ)
A (typ)
B (typ) CC
C (typ) D (typ)
D (typ) E E E E A (typ)
B (typ) E A B G G

PRIVATE DRIVE P

PRIVATE DRIVE R PRIVATE DRIVE O PRIVATE DRIVE Q PRIVATE DRIVE S PRIVATE DRIVE M PRIVATE DRIVE N PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN2 PLAN 1 PLAN 1 PLAN 1 PLAN 1 PLAN 1 PLAN 1 PLAN 1 PLAN 1 PLAN2 PLAN2 PLAN 2435 PLAN 2537 PLAN 2537 PLAN 3337 PLAN 3337 PLAN 2537 PLAN 1898 PLAN PLAN 1898 2311 C1/C2 B1
A1/A2
B2 C1/C2
A1/A2
A1/A2
A1/A2 PLAN 2043 PLAN 1642PLAN 2043 PLAN 2043 PLAN 1642 PLAN 1642 A1
A1 A2 A2 A2 A2 C
A1
A1 A1 A1 CC C C C C BB BB BB BB
PRIVATE DRIVE C PLAN 2043PLAN 2043 PLAN 2043 PLAN 2043 PLAN 1642 PLAN 1642 A A A A A A A A E B B B B B D D D D DD C EEE PRIVATE DRIVE H PLAN 2043 PLAN 1642 PLAN 2043 PLAN 1642 A1 A2 A2 C B
A1 A2 A2 BBB B B C BB CC
PRIVATE DRIVE I PLAN TYPOLOGY 2: LARGE LOT SINGLE FAMILY LOTS SCALE 1" = 40' TYPOLOGY 1A: COURT HOMES ADJACENT TO SORREL DRIVE SCALE 1" = 40' Metric Standard Lot Area (min.) 7,000 s.f. Corner Lot Area (min.) 7,000 s.f. Lot Width (min) 60' Lot Depth (min) 85' Bldg Coverage (max) 55% Height (max) 30' Setbacks (min) A1 Front - First Story** 20' A2 Front - Upper Stories** 25' B1 Rear - First Story* 18' B2 Rear - Upper Stories 23' C1 Interior Side - First Story 5' C2 Interior Side - Upper Stories 5' C3 Street Side 15' **Building may encroach up to 5-feet into the front setback for a length of 26-feet. This applies to both first and second floor elements. Metric Standard Lot Area (sqft) 3,000 Corner Lot Area (sqft) 3,800 Lot Width (min) 40' Lot Lot Depth (min) 35' Bldg Coverage (max) 50% Height (max) 30' Setbacks (min) A1 To Public Street 15' A2 To Private Street 3' B Court Interior 4' C Court Perimeter 5' Private Open Space 150 sqft Metric Standard Lot Area (sqft)(min.) 3,000 Lot Width (min) 40' Lot Lot Depth (min) 35' Bldg Coverage (max) 50% Height (max) 30' Setbacks (min) A Court Interior 4' B Private Street Side 3' C Public Street Front 22' D Garage to Court 3' E Court Perimeter 6' Private Open Space 150 sqft TYPOLOGY 4: SENIOR DUETS SCALE 1" = 40' Metric Standard Lot Area (sqft) 3,500 Corner Lot Area (sqft) 4,100 Lot Width (min) 40' Lot Depth (min) 90' Bldg Coverage (max) 65% Height (max) 30' Setbacks (min) A Interior Side 4' B Private Street (all) 4' C Public Street (garage) 20' D Garage to Alley 3' E Adjacent Uses 5' F Public Street (yard) 10' G Rear 10' Private Open Space(sqft) 100 Metric Standard Lot Area (min.) 5,000 s.f. Corner Lot Area (min.) 5,500 s.f. Lot Width (min) 50' Lot Lot Depth (min) 80' Bldg Coverage (max) 50% Height (max) 30' Setbacks (min) A1 Front - First Story** 20' A2 Front - Upper Stories** 20' B1 Rear - First Story 18' B2 Rear - Upper Stories 18' C1 Interior Side - First Story 5' C2 Interior Side - Upper Stories 5' D Street Side (not shown) 15' **Building may encroach up to 5-feet into the front setback for a length of 26-feet. This applies to both first and second floor elements. NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-04 DEVELOPMENT STANDARDS TYPOLOGY 2: 5,000 SQFT AND 6,000 SQFT TRADITIONAL SINGLE FAMILY LOTS SCALE 1" = 40' REPRESENTATIVE PLOTTING EXAMPLE REPRESENTATIVE PLOTTING EXAMPLE TYPOLOGY 1B: COURT HOMES AT ENDS OF BLOCKS SCALE 1" = 40' TYPOLOGY 1C: COURT HOMES AT TRAIL SCALE 1" = 40' GENERAL NOTES (ALL TYPOLOGIES) 1. Minimum lot frontage is 40-feet per Municipal Code section 18.16.030.E., except as shown on lot 39 within this plan set. 2. For Typology 2, a portion of the building is allowed to project up to five (5) feet into the front yard setback. See Municipal Code section 18.16.030.D. This applies to first and second floors. 3. Outdoor rooms within Typology 2 must comply with rear yard setbacks. 4. "Standard" distances shown on this sheet are measured to face of stud. Sheathing and exterior finishes (trim, siding, stucco, etc.) may encroach into the setbacks shown on this exhibit. REPRESENTATIVE PLOTTING EXAMPLE REPRESENTATIVE PLOTTING EXAMPLE REPRESENTATIVE PLOTTING EXAMPLE REPRESENTATIVE PLOTTING EXAMPLE WHA ARCHITECTS ▪ PLANNERS ▪ DESIGNERS Metric Standard Lot Area (sqft) 3,250 Corner Lot Area (sqft) n/a Lot Width (min) 50' Lot Lot Depth (min) 50' Bldg Coverage (max) 40% Height (max) 30' Setbacks (min) A1 To Public Street 10' A2 To Private Street 3' B Interior Side 4' C Court Perimeter 10' Private Open Space 150 sqft KEY MAP NTS TYPOLOGY 3: COTTAGE LOTS SCALE 1" = 40' Metric Standard Lot Area (sqft) 1,800 Corner Lot Area (sqft) 1,800 Lot Width (min) 28' Lot Depth (min) 65' Bldg Coverage (max) 70% Height (max) 30' Setbacks (min) A Interior Side 4'/0' B Private Street (all) 4' C Public Street (all) 10' D Garage to Alley 3' E Adjacent Uses 8' Private Open Space(sqft) 75 WHA ARCHITECTS ▪ PLANNERS ▪ DESIGNERS WHA ARCHITECTS ▪ PLANNERS ▪ DESIGNERS WHA ARCHITECTS ▪ PLANNERS ▪ DESIGNERS

Page 60 of 287 ends

STOP STOP STOP STOP

STOP STOP STOP STOP STOP STREET A COURT C STREET C STREET E STREET D COURT A COURT B SORREL DRIVE STREET G STREET I

STREET H STREET E BARRETT AVE STREET J

HILL ROAD

FOUNTAIN AVE

PRIVATE DRIVE A

STREET F BARRETT AVE REMINGTON COURT STREET K STREET L

STREET M PRIVATE DRIVE B PRIVATE DRIVE K

PRIVATE DRIVE C

PRIVATE DRIVE E

PRIVATE DRIVE D

PRIVATE DRIVE F

PRIVATE DRIVE G

PRIVATE DRIVE H PRIVATE DRIVE M

PRIVATE DRIVE N COURT C PRIVATE DRIVE L

PRIVATE

DRIVE I

PRIVATE
DRIVE J NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN camp & camp associates inc. ZA2021-0001 PD-05 PARKING EXHIBIT LEGEND AND NOTES PARKING REQUIRED (MHMC 18.72): YIELD COUNT 1. SINGLE FAMILY 265 2 COVERED SPACES/UNIT 530 0.25 GUEST SPACES/UNIT 67 597 2. SINGLE FAMILY - SENIOR 55 2 COVERED SPACES FOR 50% OF UNITS 55 1 COVERED SPACED FOR 50% OF UNITS 28 0.25 GUEST SPACES/UNIT 1497 320 COVERED PARKING 613 OPEN PARKING 81 TOTAL 694 PROVIDED PARKING GARAGE (COVERED) 632 APRON (OPEN)* 538 STREET CURB-SIDE 380 PARKING BAYS (COVERED) 0 PARKING BAYS (OPEN) 12 DUET PLAN 1 CAR PORT (OPEN) 8 REC CENTER (OPEN) 0 TOTAL COVERED 632 TOTAL OPEN 938 TOTAL PARKING 1,570 *42-COURT HOMES, 26 SENIOR DUETS & 21 SENIOR SINGLE FAMILY LOTS HAVE NO APRON SPACES

Page 61 of 287 ends

SORREL DRIVE BARRETT AVE

HILL ROAD STOP STOP STOP STOP
STOP STOP STOP STOP STOP Notes 1. Off-site right-of-way for the future Hill/Barrett roundabout to be obtained by the City of Morgan Hill. PROJECT SITE HILL ROAD BARRETT AVENUE SAN PEDRO AVE.

EAST DUNNE AVENUE NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-06 PRELIMINARY STAGING PLAN LEGEND AND NOTES STAGE 1: IN-TRACT AND OFF-SITE IMPROVEMENTS STAGE 2: RECREATIONAL AND PASSIVE AMENITIES STAGE 3: SENIOR HOUSING (COTTAGES AND DUETS) STAGE 4: PHASED RESIDENTIAL DEVELOPMENT

Page 62 of 287 ends

STOP 10' PSE PRIVATE DRIVE M 3,720 ± SF 197 3,720 ± SF 196 3,720 ± SF 195 3,720 ± SF 194 3,720 ± SF 193 3,720 ± SF 192 4,790 ± SF 1916,020 ± SF 179 3,930 ± SF 178 3,930 ± SF 177 4,550 ± SF 176 4,650 ± SF 181 4,620 ± SF 182 4,610 ± SF 183 6,320 ± SF 184 4,900 ± SF 175 4,340 ± SF 174 4,100 ± SF 173 4,100 ± SF 172 5,980 ± SF 171 93' 40' 40' 40' 40' 40' 40'
13' 48' 42'
93'
93'
93'
93' 32'
13' 27'
98' 115' 71'
98' 40' 40'
10' 3' 6'
66' 45' 40' 40' 40' 40'
118'
115' 35' 40'
115'
115' 40' 40' 41' 119' 5' 69'
36' 105'
44' 99' 99' 99' 99' 72'
8'7'
44' 42' 42'
PRIVATE DRIVE N 17'
10'
PSE 5,180 ± SF 180 31' 33'
118' 3' 3' PSE 26' 3' PSE 3' PSE 34' 3' PSE
3'
PSE
26' 3'
PSE
3'
PSE
34' 3'
PSE 31'
93'
93' 2,020 ± SF 198 1,890 ± SF 199 1,890 ± SF 200 1,890 ± SF 201 1,890 ± SF 202 1,890 ± SF 203 1,890 ± SF 204 1,890 ± SF 205 1,890 ± SF 206 1,890 ± SF 207 1,890 ± SF 208 2,950 ± SF 209 2,120 ± SF 210 1,890 ± SF 211 1,890 ± SF 212 1,890 ± SF 213 1,890 ± SF 214 1,890 ± SF 215 2,120 ± SF 217 1,890 ± SF 216 2,170 ± SF 224 1,910 ± SF 225 1,910 ± SF 226227 2,290 ± SF 228 1,910 ± SF 229 1,910 ± SF 230 2,140 ± SF 231 2,290 ±SF 223 222 221 220 219 218 35' 65'
65'
65'
65' 29' 29' 29' 26'
60' 29' 8' 65' 65' 65' 65' 65' 65' 65' 65' 65' 65' 65' 65' 65' 45'
23' 29' 55'
29' 29' 31'
31' 29' 29' 29' 29' 29' 29' 29' 29' 29' 45' 17' 65' 65' 65' 65' 65' 65' 65' 29' 29' 29' 29' 29'
33' 29' 29' 29' 29' 29' 29' 55' 61' 8'66'
28' 66'
29' 29' 25' 66'56' 56'25' 66' 66'
29' 29' 66'
32' '3'
65'
29' 29' 29' 29' 29' 29' 29' 29'
PARCEL P 16' 16'
33' 16'
22' 1,890± SF 1,890± SF 1,890± SF 1,890± SF 2,000± SF
60' 3' 6'
66' 6' 3' 16' 13'
240' 3' 6'
66' 6' 3' 16' 13' PVT DR QPVT DR S

PVT DR P
PVT DR R PVT DR O 66'

0.10 ± AC 32' PSE 26' STREET 40' PSE 34' STREET
26'
32' PSE
STREET
26'

38.4' PSE
STREET 26' STREET 159' 2,290 ± SF
26'
STREET
32' PSE41'
122' STREET C (PUBLIC)

STREET F (PUBLIC)
STREET H (PUBLIC) STREET G (PUBLIC) STREET E (PUBLIC) STREET I (PUBLIC) Notes 1. Parcel configuration and street sections are preliminary and subject to refinement. NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-07 SENIOR HOUSING SITE PLAN DIRECT ACCESS TO PUBLIC TRAIL AND HILL ROAD SSSSSSSS DUET PLAN 2 TWO-STORY 2 BED/2 BATH + 2 CAR GARAGE DUET PLAN 1 ONE-STORY 1 BED/1 BATH + 1 CAR GARAGE + 1 CARPORT SS 33 - AGE-RESTRICTED HOMES AVAILABLE AT MODERATE INCOME LEVEL (110% OF AMI) DIRECT ACCESS TO CENTRAL PARK AMENITIES DIRECT ACCESS TO PUBLIC TRAIL AND HILL ROAD TRAIL ACTIVATION ENTRIES AND PORCHES FRONT PUBLIC TRAIL TRAIL ACTIVATION ENTRIES AND PORCHES FRONT PUBLIC TRAIL 21 - ATTACHED ADU (STANDARD) COTTAGE PLAN 2 ONE-STORY 3 BED/2 BATH + 2 CAR GARAGE COTTAGE PLAN 1X ONE-STORY 2 BED/2 BATH + 2 CAR GARAGE DIRECT ACCESS TO CENTRAL PARK AMENITIES CURB-SIDE TEMPORARY PARKING FOR DELIVERY SERVICES SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS

Page 63 of 287 ends

76'-0" REF. D.W.

HIGH GLASS
OPEN
SHELVES 8" COFFER UP OPT. D.O.

HIGH GLASS HIGH GLASS MASTER BEDROOM 16 2 14 0 X DINING 10 3 13 4 X KITCHEN GREAT ROOM 19 6 16 3 X 21 L.F. MASTER BATH ENTRY PORCH 8 8 14 4 X PANTRY BA. 2 3'-0" 5'-0" 30'-0" 5'-0" 40'-0"10'-0"
89'-0" BEDROOM 2 12 7 10 4 X
W/H T. R. G. GARAGE 20 7 20 4 X D. W. OPT. SINK LAU. LINEN POP OUT AT ENHANCED ELEV. PLAN 1 1,590 SQ. FT. TARGET: 1,550 SQ. FT. 2 BEDROOMS / 2 BATHS 2 - CAR GARAGE FLOOR AREA TABLE 1ST FLOOR 1,590 SQ. FT. 2 - CAR GARAGE 444 SQ. FT. PORCH 124 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 2031 Orchard Drive Newport Beach, CA, 92660 949-553-9100 JOB NO. 233-034 DATE 03-12-21COTTAGES FLOOR PLAN & ELEVATIONS EARLY CALIFORNIA A3.1 SCALE: 1 PLAN 1 - FIRST FLOOR 1/8" = 1'-0" 0 8 16 32

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REF. D.W.

HIGH GLASS
OPEN
SHELVES 8" COFFER UP OPT. D.O.

HIGH GLASS HIGH GLASS MASTER BEDROOM 16 2 14 0 X KITCHEN GREAT ROOM 19 6 16 3 X 21 L.F. MASTER BATH PANTRY BA. 2 BEDROOM 2 12 7 10 4 XD. W. OPT. SINK LAU. LINEN POP OUT AT ENHANCED ELEV. 76'-0" 3'-0" 5'-0" 30'-0" 5'-0" 40'-0"10'-0"
89'-0" T. R. G. PORCH 8 8 14 4 X W/H GARAGE 20 7 20 4 X UP 17 R DINING 10 3 9 8 X

POP OUT AT
ENHANCED ELEV. AFFORDABLE 1 BEDROOM FLOOR AREA TABLE BEDROOM / STUDIO 556 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PLAN 1X TARGET: 2,000 SQ. FT. 2 BEDROOMS / 2 BATHS 2 - CAR GARAGE FLOOR AREA TABLE 1ST FLOOR 1,525 SQ. FT. 2 - CAR GARAGE 444 SQ. FT. PORCH 124 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 17 R DN BATHW/D LIVING 10 0 18 6 X BEDROOM 10 0 11 3 X LINEN OPEN TO BELOW 2031 Orchard Drive Newport Beach, CA, 92660 949-553-9100 JOB NO. 233-034 DATE 03-12-21COTTAGES FLOOR PLAN & ELEVATIONS EARLY CALIFORNIA A3.3 SCALE: 1 PLAN 1X - FIRST FLOOR SCALE: 1/8" = 1'-0" 2 PLAN 1X - SECOND FLOOR 1/8" = 1'-0" 0 8 16 32 0 8 16 32

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81'-0" REF. D.W.

HIGH GLASS OPT. 12080 SGD 2" COFFER DOWN
OPEN
SHELVES OPT. D.O. W. D. OPT. SINK
HIGH GLASS HIGH GLASS MASTER BEDROOM 13 0 14 3 X DINING 10 3 11 0 X KITCHEN GREAT ROOM 19 6 15 7 X LAU. 21 L.F. MASTER BATH GARAGE 20 5 20 6 X ENTRY PORCH 15 4 9 0 X PANTRY 4'-0" 6'-0" 5'-0" 30'-0" 5'-0" 40'-0"3'-0"
94'-0"
OPT. DOOR T. R. G.

W/H BEDROOM 2 10 7 10 0 X BA. 2 BEDROOM 3 11 5 9 7 X UP 17 R W/H

POP OUT AT
ENHANCED ELEV. PLAN 2 3 BEDROOMS / 2 BATHS / 2 - CAR GARAGE FLOOR AREA TABLE 1ST FLOOR 1,637 SQ. FT. 2 - CAR GARAGE 448 SQ. FT. LANAI 174 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION AFFORDABLE 1 BEDROOM FLOOR AREA TABLE BEDROOM / STUDIO 635 SQ. FT. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION LIVING 10 0 18 0 X BATHDECK OPT. DR.W/D BEDROOM 10 0 14 0 X DN
17 R

POP OUT AT
ENHANCED ELEV. 2031 Orchard Drive Newport Beach, CA, 92660 949-553-9100 JOB NO. 233-034 DATE 03-12-21COTTAGES FLOOR PLAN & ELEVATIONS EARLY CALIFORNIA A3.5 SCALE: 1 PLAN 2 - FIRST FLOOR SCALE: 1/8" = 1'-0" 2 PLAN 2 - SECOND FLOOR 1/8" = 1'-0" 0 8 16 32 0 8 16 32

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Page 69 of 287 ends

PLAN 1 682 SQ. FT. 1 BEDROOMS / 1 BATHS 1 - CAR GARAGE FLOOR AREA TABLE 1ST FLOOR 682 SQ. FT. 1 - CAR GARAGE 289 SQ. FT. PORCH 67 SQ. FT.

NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 25'-0" 52'-0" 13'-6" 11'-6" GREAT ROOM 13 2 17 0 X KITCHENREF. D.W. 10 L.F. BEDROOM 1 10 8 13 6 X BATH 1 GARAGE 10 9 19 6 X ENTRY 11'-6" PORCH 13 1 4 6 X 50'-0" 25'-0" 11'-6" 13'-6" 53'-0"
1'-0" W/D W/HT. R. O. 2031 Orchard Drive Newport Beach, CA, 92660 949-553-9100 JOB NO. 554-20039 DATE 01-06-23 SENIOR DUETS FLOOR PLAN PLAN 1 PLAN 1

Page 70 of 287 ends

ROOF PLAN
A1/4"=1'-0" PITCH: 4:12 RAKE: TIGHT EAVE: 18" ROOF MATERIAL: CONCRETE 'S' TILE 2031 Orchard Drive Newport Beach, CA, 92660 949-553-9100 JOB NO. 554-20039 DATE 01-06-23 SENIOR DUETS ROOF PLAN

Page 71 of 287 ends

SENIOR DUETS
2031 Orchard Drive
Newport Beach, CA, 92660
949-553-9100
JOB NO. 554-20039
DATE 01-04-23 2031 Orchard Drive
Newport Beach, CA, 92660
949-553-9100
JOB NO. 554-20039
DATE 01-06-23

Page 72 of 287 ends

25'-0"
52'-0" 13'-6" 11'-6" GREAT ROOM 13 1 16 3 X KITCHEN REF.PANTRY D.W. 10 L.F. BATH 1 GARAGE 20 0 20 4 X ENTRY UP 17 R PORCH 13 1 4 6 X 10 L.F. BATH 1 BEDROOM 1 10 8 13 6 X W/H W/D T. R. O. 25'-0" 11'-6" 13'-6" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION PORCH 67 SQ. FT. OPT. CALIFORNIA ROOM #### 2 - CAR GARAGE 479 SQ. FT. TOTAL 1,144 SQ. FT. 2ND FLOOR 427 SQ. FT. 1ST FLOOR 717 SQ. FT. FLOOR AREA TABLE 2 - CAR GARAGE 2 BEDROOMS / LOFT / 2 BATHS 1,144 SQ. FT. PLAN 2 BATH 2 BEDROOM 2 13 4 11 6 X LOFT/OFFICE 13 1 10 2 XOPEN TO BELOW DN17 R 2031 Orchard Drive Newport Beach, CA, 92660 949-553-9100 JOB NO. 554-20039 DATE 01-06-23 SECOND FLOOR FIRST FLOOR SENIOR DUETS FLOOR PLAN PLAN 2 PLAN 2 PLAN 2 PLAN 2

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ROOF PLAN
A1/8"=1'-0" PITCH: 4:12 RAKE: TIGHT EAVE: 18" ROOF MATERIAL: CONCRETE 'S' TILE 2031 Orchard Drive Newport Beach, CA, 92660 949-553-9100 JOB NO. 554-20039 DATE 01-06-23 SENIOR DUETS ROOF PLAN

Page 74 of 287 ends

SENIOR DUETS
2031 Orchard Drive
Newport Beach, CA, 92660
949-553-9100
JOB NO. 554-20039
DATE 01-04-23 2031 Orchard Drive
Newport Beach, CA, 92660
949-553-9100
JOB NO. 554-20039
DATE 01-06-23

Page 75 of 287 ends

STREET A STREET A STREET B (WEST) STREET B (EAST) STREET C STREET C STREET E STREET D COURT A COURT B SORREL DRIVE STREET G

STREET I

STREET H STREET E BARRETT AVE PRIVATE STREET J

HILL ROAD

FOUNTAIN AVE (PUBLIC) PRIVATE DRIVE A PRIVATE DRIVE L

STREET F STREET F BARRETT AVE

PRIVATE DRIVE I REMINGTON COURT

PRIVATE DRIVE J PRIVATE STREET L

PRIVATE STREET M PRIVATE DRIVE B PRIVATE DRIVE K

PRIVATE DRIVE E

PRIVATE DRIVE D

PRIVATE DRIVE G

PRIVATE DRIVE H PRIVATE DRIVE M

PRIVATE DRIVE N

PRIVATE DRIVE F

PRIVATE DRIVE C PVT DR O

PVT DR P

PVT DR R PVT DR Q PVT DR S STOP STOP STOP STOP
STOP PRIVATE STREET K STOP STOP STOP STOP Ø70.0' BVC 363.2 EVC 365.4 Notes 1. Parcel configuration and street sections are preliminary and subject to refinement. NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-08 TRADITIONAL AND COURT-HOME SINGLE FAMILY SITE PLAN SS JADU CH SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU JADU CH CH CH JUNIOR ADU, TYP. (23) SINGLE STORY FLOOR PLAN (69) COURT YARD HOME (4) (SINGLE FAMILY) AVAILABLE AT MODERATE INCOME LEVEL (<121% AMI) Housing Types Inclusionary Housing Ordinance Compliance Summary Required 320 homes @ 15% = 48 homes Provided Senior Duets (Ownership) 33 (Moderate, 110% AMI) Courtyard Homes (Ownership) 6 (Moderate, 110% AMI) The balance of the requirement, nine homes, will be satisfied by in-lieu fees. Site Information Current Designation Residential Medium Density (0-7 du/ac) Proposed Designation No change Current Zoning Residential Medium Density 7,000 (PD) Proposed Zoning No Change Traditional single-family homes 223 Courtyard homes 42 Senior cottages 21 Senior single-family attached 34 320 Housing Opportunities Summary* Single Story Homes (60) Single Family Homes with Junior ADU (23) Accessory Dwelling Unit (attached) *Distribution is preliminary and subject to change Legend and Notes Tree to remain Tree to be removed Public trail alignment JADU SSCHDTADU CH CH SS SS

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Page 77 of 287 ends
Page 78 of 287 ends
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NEW HORIZONS AT MORGAN HILL

BY MORGAN HILL DEVCO, LLC
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DA TE NOV. 2021
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Page 82 of 287 ends

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JOB NO. 202013-001
DA TE NOV. 2021

SCALE AS SHOWN
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7

Page 83 of 287 ends

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0 4 8 16

NEW HORIZONS AT MORGAN HILL

BY MORGAN HILL DEVCO, LLC
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FIRST FLOOR

TOTAL LIVING
GARAGE (2 CAR)
PORCH

COVERED ENTRY PORCH
OPT. OUTDOOR ROOM

2.787 SQ. FT.

2.787 SQ. FT.
430 SQ. FT.
15 SQ. FT.
132 SQ. FT.
141 SQ. FT.
0 4 8
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PLAN 3, ELEV. A

SPANISH ELEVATIONS
HOUSING TYPOLOGY 4:(70X100)
JOB NO. 202013-001
DA TE NOV. 2021
SCALE AS SHOWN A4 _ 5
7

Page 84 of 287 ends

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PLAN 38

FIRST FLOOR

TOTAL LIVING
GARAGE (2 CAR)
PORCH

COVERED ENTRY PORCH
OPT. OUTDOOR ROOM
2,787 SQ. FT.

2.787 SQ. FT.
430 SQ. FT.
15 SQ. FT.
151 SQ. FT.
141 SQ. FT.
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Scale: 1/4" = 1'-0"
0 2 4 8
88 Scale: 1/8" = 1'-0"
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ITALIANATE
JOB NO. 202013-001
DA TE NOV. 2021
SCALE AS SHOWN A4 _ 6
7

Page 85 of 287 ends

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0 4 8 16

NEW HORIZONS AT MORGAN HILL

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PLAN 3C

FIRST FLOOR

TOTAL LIVING
GARAGE (2 CAR)
PORCH

COVERED ENTRY PORCH
OPT. OUTDOOR ROOM
2,787 SQ. FT.

2.787 SQ. FT.
430 SQ. FT.
15 SQ. FT.
187 SQ. FT.
141 SQ. FT.
0 4 8
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Right Elevation
ARCHITECTS • PLANNERS • DESIGNERS
DpC
Development Process Consult.nts ORANGE COUNTY. LOS ANGELES. BAY AREA 0 2 4 8
88 Scale: 1/8" = 1'-0"
0 4 8 16
PLAN 3, ELEV. C

FRENCH COUNTRY
JOB NO. 202013-001
DA TE NOV. 2021
SCALE AS SHOWN A4 _ 7
7

Page 86 of 287 ends

NEW HORIZONS
Development Process Consultants
CS
Sheet Index
CS Cover Sheet & Conceptual Streetscenes
A1.1 Plan 1642 Floor Plans
A1.2 Plan 1642 Roof Plans
A1.3 Plan 1642 Front Elevations
A1.4 Plan 1642 Spanish Elevations
A1.5 Plan 1642 Italianate Elevations
A1.6 Plan 1642 Mediterranean Elevations
A2.1 Plan 1898 Floor Plan
A2.2 Plan 1898 Roof Plans
A2.3 Plan 1898 Front Elevations
A2.4 Plan 1898 Spanish Elevations
A2.5 Plan 1898 Italianate Elevations
A2.6 Plan 1898 Mediterranean Elevations
A3.1 Plan 2043 Floor Plans
A3.2 Plan 2043 Roof Plans
A3.3 Plan 2043 Front Elevations
A3.4 Plan 2043 Spanish Elevations
A3.5 Plan 2043 Italianate Elevations
A3.6 Plan 2043 Mediterranean Elevations
A3.7 Plan 2043 X Floor Plans
A3.8 Plan 2043 X Roof Plans
A3.9 Plan 2043 X Front Elevations\
A3.10 Plan 2043 X Spanish Elevations
A3.11 Plan 2043 X Italianate Elevations
A3.12 Plan 2043 X Mediterranean Elevations
A4.1 Plan 2311 Floor Plans
A4.2 Plan 2311 Roof Plans
A4.3 Plan 2311 Front Elevations
A4.4 Plan 2311 Spanish Elevations
A4.5 Plan 2311 Italianate Elevations
A4.6 Plan 2311 Mediterranean Elevations
A5.1 Plan 2435 Floor Plans
A5.2 Plan 2435 Roof Plans
A5.3 Plan 2435 Front Elevations
A5.4 Plan 2435 Spanish Elevations
A5.5 Plan 2435 Italianate Elevations
A5.6 Plan 2435 Mediterranean Elevations
A6.1 Plan 2537 Floor Plans
A6.2 Plan 2537 Roof Plans
A6.3 Plan 2537 Front Elevations
A6.4 Plan 2537 Spanish Elevations
A6.5 Plan 2537 Italianate Elevations
A6.6 Plan 2537 Mediterranean Elevations
A7.1 Plan 3258 Floor Plans
A7.2 Plan 3258 Roof Plans
A7.3 Plan 3258 Front Elevations
A7.4 Plan 3258 Spanish Elevations
A7.5 Plan 3258 Italianate Elevations
A7.6 Plan 3258 Mediterranean Elevations
A8.1 Exterior Color & Materials
A8.2 Exterior Color & Materials
A8.3 Exterior Color & Materials
PLAN 1642 R
Spanish Elevation
Conceptual Streetscene
PLAN 3258
Italianate Elevation
PLAN 1898 R
Mediterranean Elevation
PLAN 2435
Spanish Elevation
PLAN 2311
Italianate Elevation

Page 87 of 287 ends

NEW HORIZONS
Development Process Consultants 30 SC 80
3080
FR. DOOR
T.G.
2880MTL.
2680
28 SC
80 2680
4040 SL

KITCHEN
CLG. HGT. 9'-1"
VINYL

GREAT RM
CLG. HGT. 9'-1"
VINYL
14'-4" X 17'-6"
PWDR.

CLG. HGT. 9'-1"
VINYL
2-BAY
GARAGE
CONC.

COVERED
ENTRY
STUCCO CLG.

CONC.

T R G
UP
17R
ENTRY
CLG. HGT. 9'-1"
VINYL
28'-0"
47'-0"
16'-0" x 7'-0" SECT. GAR. DOOR
2040 SH 2040 SH
3050 SH 3050 SH
3050 SH 3050 SH
2'-0" 26'-0"
7'-0" 21'-0"
28'-0"
19'-6" 7'-8" 19'-10"
47'-0"
20'-0"x20'-O" CLEAR SPACE
2040 SH
5068 BI-PASS
5068 BI-PASS
2668
2668
2668
2868
BDRM. 2
CLG. HGT. 8'-1"
CARPET
10'-1" X 10'-4"
BDRM. 3
CLG. HGT. 8'-1"
CARPET
10'-1" X 10'-10"
BATH 2
CLG. HGT. 8'-1"
SERV. VINYL
CLG. HGT. 8'-1"
VINYL
FX 4040
2040 FX
4040 SL
LOFT
CLG. HGT. 8'-1"
CARPET
15'-9" X 10'-1"
BDRM. 1
CLG. HGT. 8'-1"
CARPET
15'-9" X 12'-11"
2668
2468
2040 SH 2040 SH
4040 SL
TEMP. GL.
2040 SH
BATH 1
CLG. HGT. 8'-1"
VINYL
W.I.C.

CLG. HGT. 8'-1"
CARPET
3068
F.M.T.

F.M.T.

F.M.T.

F.M.T.

DN
17R
4040 SL
4040 SL
2040 SH
TEMP. GL.
2040 SH
26'-0"
43'-8" 2'-4"
46'-0" 1'-0"
10'-8" 10'-4"
21'-0"
20'-8" 10'-71
2 " 14'-81
2 "
46'-0" 1'-0"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
Lower Floor 609 SF
A1.1
PLAN 1642
1,642 SF
3 Bdrm|2.5 Bath|Loft
2-Car Garage
Upper Floor 1,033 SF
A1.1

Page 88 of 287 ends

NEW HORIZONS
Development Process Consultants
RIDGE
VALLEY
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
R
HIP
HIP
HIP
HIP
HIP
5:12
H
5:12
VALLEY
R
R
5:12
HIP
VALLEY
5:12
HIP
HIP
HIP
HIP
5:12
RIDGE
VALLEY
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
R
HIP
HIP
HIP
HIP
5:12
VALLEY
R
R
5:12
HIP
VALLEY
5:12
HIP
HIP
HIP
HIP
5:12
R
RIDGE
VALLEY
VALLEY
RIDGE
5:12
5:12
5:12
5:12
5:12
5:12
5:12
RIDGE
R
5:12
5:12

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A1.2
Mediterranean Elevation
PLAN 1642
Roof Plans
Spanish Elevation Italianate Elevation
A1.2

Page 89 of 287 ends

NEW HORIZONS
Development Process Consultants
A1.3

Page 90 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-11"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A1.4
PLAN 1642
Spanish Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A1.4

Page 91 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-9"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A1.5
PLAN 1642
Italianate Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A1.5

Page 92 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-9"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A1.6
PLAN 1642
Mediterranean Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A1.6

Page 93 of 287 ends

NEW HORIZONS
Development Process Consultants
DINING
SLOPING CLG.

VINYL

KITCHEN
SLOPING CLG.

VINYL
SERV.

CLG. HGT. 9'-1"
VINYL
2 BAY
GARAGE
CONC.

ENTRY
CLG. HGT. 9'-1"
VINYL
BDRM. 3
CLG. HGT. 9'-1"
CARPET
W.I.C.

CLG. HGT. 9'-1"
CARPET
BATH 3
CLG. HGT. 9'-1"
VINYL
16'-0" x 7'-0" SECT. GAR. DOOR
2880 28 SC 80
5068 BI-PASS
2680 2680
2680
2680 BI-PASS 5068
2480
2480
3080
6080 TEMP. GL. SLIDER 3050 SH 3050 SH
3050 SH
3050 SH
BDRM. 2
CLG. HGT. 9'-1"
CARPET
2680
3050 SH
4040 SL
30 SC 80
FX
TEMP. GL.
1050
20'-0"x20'-O" CLEAR SPACE
INT. RIDGE
CLG. BREAK
LINE
F.M.T.

F.M.T.

F.M.T.

F.M.T.

F.M.T.
2680
2680
BATH 2
CLG. HGT. 9'-1"
VINYL
F.M.T.

F.M.T.

W.I.C.

CLG. HGT. 9'-1"
CARPET
BDRM. 4
CLG. HGT. 9'-1"
CARPET
2680
20 TEMP. GL.
40 SH
BDRM. 1
CLG. HGT. 9'-1"
CARPET
GREAT
ROOM
SLOPING CLG.

CARPET
BATH 1
CLG. HGT. 9'-1"
VINYL
61'-0"
40'-0"
19'-5" 20'-7"
40'-0"
56'-0" 5'-0"
61'-0"
3050 SH 3050 SH
2880MTL.
2040 SH 3050 SH

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A2.1
PLAN 1898
1,898 SF
4 Bdrm|3 Bath
2-Car Garage
A2.1

Page 94 of 287 ends

NEW HORIZONS
Development Process Consultants
4:12
VALLEY
HIP
RIDGE
RIDGE
4:12
4:12
4:12
RIDGE
RIDGE
R 4:12
4:12
4:12
4:12
4:12
4:12
4:12
HIP
HIP
HIP
VALLEY
HIP
HIP
VALLEY
HIP
RIDGE
RIDGE
RIDGE
HIP
VALLEY
HIP
HIP
HIP
VALLEY
4:12
4:12
4:124:12
4:12

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A2.2
Mediterranean Elevation
PLAN 1898
Roof Plans
Spanish Elevation Italianate Elevation
A2.2

Page 95 of 287 ends

NEW HORIZONS
Development Process Consultants
A2.3

Page 96 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
16'-10"
9'-1"9'-1"
9'-1"9'-1"
9'-1"9'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A2.4
PLAN 1898
Spanish Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A2.4

Page 97 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
16'-10"
9'-1"9'-1"
9'-1"9'-1"
9'-1"9'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A2.5
PLAN 1898
Italianate Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A2.5

Page 98 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
16'-10"
9'-1"9'-1"
9'-1"9'-1"
9'-1"9'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A2.6
PLAN 1898
Mediterranean Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A2.6

Page 99 of 287 ends

NEW HORIZONS
Development Process Consultants
2880MTL.
3080
FR. DOOR
T.G.
3080SC
2-BAY
GARAGE
CONC.
2680
BI-PASS 5068
2680
BATH 3
CLG. HGT. 8'-1"
VINYL
BDRM. 4A/
OPT. DEN/
OPT. DINING
CLG. HGT. 9'-1"
CARPET
10'-4" X 10'-11"

KITCHEN
CLG. HGT. 9'-1"
VINYL

GREAT RM
CLG. HGT. 9'-1"
VINYL
13'-4" X 15'-7"
4040 SL
2040 SH
2680
F.M.T.

T
R
G
16'-0" x 7'-0" SECT. GAR. DOOR
ENTRY
CLG. HGT. 9'-1"

VINYL UP
17R
26'-0"
51'-0"
20'-0" x 20'-0" CLR. SPACE
28 SC
80 3050 SH
2040 FX 2040 FX
3050 SH 3050 SH
12'-8" 13'-4"
11'-10" 16'-0" 23'-2"
51'-0"
26'-0"
LOFT/
OPT. BDRM. 4B
CLG. HGT. 8'-1"
CARPET
12'-9" X 17'-9"
BATH 1
CLG. HGT. 8'-1"
VINYL
BDRM. 1
CLG. HGT. 8'-1"
CARPET
15'-6" X 14'-1"
W.I.C.

CLG. HGT. 8'-1"
CARPET
2468
F.M.T.
2668
F.M.T.
2040 SH 2040 SH
4040 SL
BI-PASS 5068
BDRM. 2
CLG. HGT. 8'-1"
CARPET
10'-2" X 11'-2"
BDRM. 3
CLG. HGT. 8'-1"
CARPET
12'-5" X 12'-1"
BATH 2
CLG. HGT. 8'-1"
VINYL
3068
2668 2668
5068 BI-PASS
2668
2868 SERV. F.M.T.

CLG. HGT. 8'-1"
VINYL
2468
2040 SH
4040 SL
FX 2040 FX 2040 FX 2040
F.M.T.

DN
17R
TEMP. GL.
2040 SH
4040 SL
4040 SL
26'-0"
51'-0"
4040 SL
13'-0" 13'-0"
26'-0"
11'-10" 16'-0" 23'-2"
51'-0"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
Lower Floor 727 SF
A3.1
PLAN 2043
2,043 SF
4 Bdrm|3 Bath|Loft
2-Car Garage
Upper Floor 1,316 SF
A3.1

Page 100 of 287 ends

NEW HORIZONS
Development Process Consultants
RIDGE
VALLEY
VALLEY
RIDGE
R
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
VALLEY
VALLEY
RIDGE
5:12
5:12
RIDGE
RIDGE
HIP
HIP 5:12
HIP
HIP
HIP
HIP
HIP
HIP
VALLEY
5:12
5:12
5:12
5:12
5:12
5:12
VALLEY
VALLEY
RIDGE
5:12
5:12
RIDGE
RIDGE
HIP
HIP
HIP
HIP
HIP
HIP
VALLEY
5:12
5:12

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A3.2
Mediterranean Elevation
PLAN 2043
Roof Plans
Spanish Elevation Italianate Elevation
A3.2

Page 101 of 287 ends

NEW HORIZONS
Development Process Consultants
A3.3

Page 102 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-11"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A3.4
PLAN 2043
Spanish Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A3.4

Page 103 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-11"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A3.5
PLAN 2043
Italianate Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A3.5

Page 104 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-11"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A3.6
PLAN 2043
Mediterranean Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A3.6

Page 105 of 287 ends

NEW HORIZONS
Development Process Consultants
3080
FR. DOOR
T.G.
3080SC
2680
BI-PASS 5068
2680
BATH 3
CLG. HGT. 8'-1"
VINYL
BDRM. 4A/
OPT. DEN/
OPT. DINING
CLG. HGT. 9'-1"
CARPET
10'-4" X 10'-11"

KITCHEN
CLG. HGT. 9'-1"
VINYL

GREAT RM
CLG. HGT. 9'-1"
VINYL
13'-4" X 15'-7"
4040 SL
2040 SH
2680
F.M.T.

ENTRY
CLG. HGT. 9'-1"

VINYL UP
17R
26'-0"
51'-0"
28 SC
80 3050 SH
2040 FX 2040 FX
3050 SH 3050 SH
12'-8" 13'-4"
11'-10" 16'-0" 23'-2"
51'-0"
26'-0"
16'-0" x 7'-0" SECT. GAR. DOOR
FX 2040
2880MTL.
2-BAY
GARAGE
20'-0" x 20'-0" CLR. SPACE
2040 SH 2040 SH
LOFT/
OPT. BDRM. 4B
CLG. HGT. 8'-1"
CARPET
12'-9" X 17'-9"
BATH 1
CLG. HGT. 8'-1"
VINYL
BDRM. 1
CLG. HGT. 8'-1"
CARPET
15'-6" X 14'-1"
W.I.C.

CLG. HGT. 8'-1"
CARPET
2468
F.M.T.
2668
F.M.T.
2040 SH 2040 SH
4040 SL
BI-PASS 5068
BDRM. 2
CLG. HGT. 8'-1"
CARPET
10'-2" X 11'-2"
BDRM. 3
CLG. HGT. 8'-1"
CARPET
12'-5" X 12'-1"
BATH 2
CLG. HGT. 8'-1"
VINYL
3068
2668 2668
5068 BI-PASS
2668
2868 SERV. F.M.T.

CLG. HGT. 8'-1"
VINYL
2468
2040 SH
4040 SL
FX 2040 FX 2040 FX 2040
F.M.T.

DN
17R
TEMP. GL.
2040 SH
4040 SL
4040 SL
26'-0"
51'-0"
4040 SL
13'-0" 13'-0"
26'-0"
11'-10" 16'-0" 23'-2"
51'-0"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
Lower Floor 727 SF
A3.7
PLAN 2043 X
2,043 SF
4 Bdrm|3 Bath|Loft
2-Car Garage
Upper Floor 1,316 SF
Rear Loaded Garage
at Lots 102-105, 123-124
See site plan
A3.7

Page 106 of 287 ends

NEW HORIZONS
Development Process Consultants
RIDGE
VALLEY
VALLEY
RIDGE
R
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
5:12
VALLEY
VALLEY
RIDGE
5:12
5:12
RIDGE
RIDGE
HIP
HIP 5:12
HIP
HIP
HIP
HIP
HIP
HIP
VALLEY
5:12
5:12
5:12
5:12
5:12
5:12
VALLEY
VALLEY
RIDGE
5:12
5:12
RIDGE
RIDGE
HIP
HIP
HIP
HIP
HIP
HIP
VALLEY
5:12
5:12

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A3.8
Mediterranean Elevation
PLAN 2043 X
Roof Plans
Spanish Elevation Italianate Elevation
A3.8

Page 107 of 287 ends

NEW HORIZONS
Development Process Consultants
A3.9

Page 108 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-11"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A3.10
PLAN 2043 X
Spanish Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
Utilities here at lots 102, 105, 124
Utilities here at lots 103, 104, 123
A3.10

Page 109 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-11"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A3.11
PLAN 2043 X
Italianate Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
Utilities here at lots 102, 105, 124
Utilities here at lots 103, 104, 123
A3.11

Page 110 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
24'-11"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A3.12
PLAN 2043 X
Mediterranean Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
Utilities here at lots 102, 105, 124
Utilities here at lots 103, 104, 123
A3.12

Page 111 of 287 ends

NEW HORIZONS
Development Process Consultants
UP
BDRM. 5
9'-1" CLG.

CARPET
9'-7" x 10'-9"
BATH 3
9'-1" CLG.

H.S.

ENTRY
9'-1" CLG.

H.S.

GREAT ROOM
9'-1" CLG.

CARPET
13'-6" x 17'-0"
DINING
9'-1" CLG.

H.S.
9'-5" x 17'-0"

KITCHEN
9'-1" CLG.

H.S.
2-CAR GARAGE
20'-2" x 20'-5"
PORCH
STUCCO CLG.

CONC.
4040 SL 6080 TEMP. GL. SLIDER
16'-0" x 7'-0" SECT. GAR. DOOR
30 SC 80
3050 SH
2680
2680
2680
28 SC 80
2680
2680
11'-6" x 16'-9"
17R
20-0"x20'-O" CLEAR SPACE
FSR
3050 SH 3050 SH
28 80
3050 SH
W/H
38'-6"
10'-2" 5'-10" 19'-0"
46'-0"
35'-0"
35'-0"
BDRM. 1
8'-1" CLG.

CARPET
15'-0" x 17'-0"
BATH 1
8'-1" CLG.

H.S.

W.I.C.
8'-1" CLG.

CARPET
22'-6" L.P.

BDRM. 2
8'-1" CLG.

CARPET
10'-6" x 10'-2"
BDRM. 4
8'-1" CLG.

CARPET
10'-1" x 10'-0"
BDRM. 3
8'-1" CLG.

CARPET
10'-0" x 12'-4"
LOFT
8'-1" CLG.

CARPET
13'-8" x 12'-10"
BATH 2
8'-1" CLG.

H.S.

SERVICE
8'-1" CLG.

H.S.

DN
BI-PASS 5068
5068 BI-PASS
5068 BI-PASS
26682668
2868
26682468
3080
2468
2468
2040 SH FX 3050
4040 SL 4040 SL
4040 SL
2468
17R
4040 SL 4040 SL
4040 SL
48"x42"
TEMP. GL.
4040 SL
HS C
14'-0" 21'-0"
40'-6"
35'-0"
38'-6" 2'-0"
40'-6" 7'-0"
7'-0"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
Lower Floor 991 SF
A4.1
PLAN 2311
2,311 SF
5 Bdrm|3 Bath|Loft
2-Car Garage
Upper Floor 1,320 SF
A4.1

Page 112 of 287 ends

NEW HORIZONS
Development Process Consultants
RIDGE
RIDGE
RIDGE
4:12
4:12

3.5:12
4:124:12
4:124:12
RIDGE
R
VALLEY
HIP
HIP
HIP
HIP
HIP
HIP
4:12
4:12
4:12
4:12
4:124:12
4:12
4:12
RIDGE
RIDGE
R
HIP
VALLEY
HIP
VALLEY
HIP
HIP
4:124:12
4:12
4:12
4:12
4:12
4:12
4:12

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A4.2
Mediterranean Elevation
PLAN 2311
Roof Plans
Spanish Elevation Italianate Elevation
A4.2

Page 113 of 287 ends

NEW HORIZONS
Development Process Consultants
A4.3

Page 114 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1" 8'-1"9'-1" 8'-1"
25'-10"
9'-1" 8'-1"9'-1" 8'-1"
9'-1" 8'-1"9'-1" 8'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A4.4
PLAN 2311
Spanish Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A4.4

Page 115 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1" 8'-1"9'-1" 8'-1"
25'-3"
9'-1" 8'-1"9'-1" 8'-1"
9'-1" 8'-1"9'-1" 8'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A4.5
PLAN 2311
Italianate Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A4.5

Page 116 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1" 8'-1"9'-1" 8'-1"
25'-3"
9'-1" 8'-1"9'-1" 8'-1"
9'-1" 8'-1"9'-1" 8'-1"
9'-1" 8'-1"9'-1" 8'-1"
25'-3"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A4.6
PLAN 2311
Mediterranean Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A4.6

Page 117 of 287 ends

NEW HORIZONS
Development Process Consultants
30 80 SC
FX
TEMP. GL.
1040
30 SC 80
6080 TEMP. GL. SLIDER
16'-0" x 7'-0" SECT. GAR. DOOR
2680
2680
28 SC 80
4040 SL
2880
2680
2680
3080
UP
3050 SH 3050 SH
SUITE
BDRM.

CLG. HGT. 9'-1"
CARPET
SUITE
LIVING
CLG. HGT. 9'-1"
CARPET
BATH 3
CLG. HGT. 9'-1"
VINYL
DINING
CLG. HGT. 9'-1"
CARPET

KITCHEN
CLG. HGT. 9'-1"
VINYL
STOR.

CONC.
2 BAY
GARAGE
CONC.

ENTRY
CLG. HGT. 9'-1"
VINYL
W.I.C.

CLG. HGT. 9'-1"
CARPET
PDR
CLG. HGT. 7'-10"
VINYL

COVERED
ENTRY
STUCCO CLG. HGT. 9'-1"
CONC. FMT
FMT
FMT
FMT
FMT
FMT
GREAT
ROOM
CLG. HGT. 9'-1"
CARPET

STACKED
W/D
CLG. HGT. 9'-1"
VINYL
17R
2680
20'-0"x20'-O" CLEAR SPACE
28 80 MTL.
30 80
FR. DOOR
T.G.
20 TEMP. GL.
40 SH
3080
3050 SH 3050 SH 3050 SH
48'-6" 2'-0"
50'-6"
21'-2" 18'-10"
40'-0"
8'-31
2 "
4'-0" 38'-21
2 "
50'-6"
40'-0"
2468
2668
2040 SH 4040 SL 4040 SL
FX 2040 FX 2040
2668
BI-PASS 5068
6068 BI-PASS
2668
2868
2668
3068
BDRM. 1
CLG. HGT. 8'-1"
CARPET
BATH 1
CLG. HGT. 8'-1"
VINYL
W.I.C.

CLG. HGT. 8'-1"
CARPET
BDRM. 3
CLG. HGT. 8'-1"
CARPET
BDRM. 2
CLG. HGT. 8'-1"
CARPET
BATH 2
CLG. HGT. 8'-1"
VINYL
SERV.

CLG. HGT. 8'-1"
VINYL
DN
FMT
FMT
FMT
FMT
17R
2040 SH
TEMP. GL.
2040 SH
4040 SL
TEMP. GL.
4040 SL 2040 SH
27'-10" 12'-10" 1'-0"
41'-8" 8'-10"
4'-51
2 " 4'-8" 4'-51
2 " 7'-7" 9'-6"
30'-8" 9'-4"
41'-8" 8'-10"
30'-8" 9'-4"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
Lower Floor 1,384 SF
A5.1
PLAN 2435
2,435 SF
4 Bdrm|3.5 Bath|Loft
2-Car Garage
Upper Floor 1,051 SF
A5.1

Page 118 of 287 ends

NEW HORIZONS
Development Process Consultants
4:12
4:12
4:12
4:12
RIDGE
VALLEY
VALLEY
RIDGE
RIDGE
VALLEY
HIP

3.5:12

3.5:12

3.5:123.5:12
4:124:12
RIDGE
VALLEY
VALLEY
R
4:12
4:12
4:12
4:12
4:12
RIDGE
RIDGE
VALLEY
HIP

3.5:12

3.5:12

3.5:12

3.5:12

3.5:12
HIP
HIP
R
4:12
5:125:12
RIDGE
VALLEY
VALLEY
HIP
HIP
HIP
HIP
VALLEY
4:12
4:12
HIP
VALLEY
HIP
HIP
HIP 4:12
4:12
4:12
4:12
4:12
RIDGE
RIDGE
VALLEY
HIP

3.5:12

3.5:12

3.5:12

3.5:12
RIDGE
5:125:12
RIDGE
VALLEY
VALLEY
HIP
HIP
VALLEY
4:12
HIP
VALLEY
HIP
HIP
HIP 4:12
4:12
RIDGE

3.5:12
VALLEY 3.5:12
HIP

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A5.2
Mediterranean Elevation
PLAN 2435
Roof Plans
Spanish Elevation Italianate Elevation
A5.2

Page 119 of 287 ends

NEW HORIZONS
Development Process Consultants
A5.3

Page 120 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
24'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A5.4
PLAN 2435
Spanish Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A5.4

Page 121 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
24'-1"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A5.5
PLAN 2435
Italianate Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A5.5

Page 122 of 287 ends

NEW HORIZONS
Development Process Consultants
8'-1" 9'-1"8'-1" 9'-1"
24'-1"
9'-1" 8'-1"9'-1" 8'-1"
6'-8"
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A5.6
PLAN 2435
Mediterranean Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A5.6

Page 123 of 287 ends

NEW HORIZONS
Development Process Consultants
2 BAY
GARAGE
CONC.
30 SC 80
FX
TEMP. GL.
1050

COVERED
ENTRY
STUCCO CLG.

CONC.

ENTRY
CLG. HGT. 9'-1"
VINYL
16'-0" x 7'-0" SECT. GAR. DOOR
BDRM 1
CLG. HGT. 9'-1"
CARPET
SERV.

CLG. HGT. 8'-1"
VINYL
GREAT RM.

CLG. HGT. SLOPING
CARPET
BATH 1
CLG. HGT. 9'-1"
VINYL
3050 SH
28 SC 80
3080
6080 TEMP. GL. SLIDER

KITCHEN
CLG. HGT. SLOPING
VINYL
2880
2680
2480
2680
W.I.C.

CLG. HGT. 9'-1"
CARPET
4040 SL
DINING
CLG. HGT. SLOPING
VINYL
INT. RIDGE CLG.

BREAK LINE
BATH 3
CLG. HGT. 9'-1"
VINYL2680 F.M.T.

BDRM. 5
CLG. HGT. 9'-1"
CARPET
5068 BI-PASS
2680
2680
UP
17R
2880 MTL.
20'-0"x20'-O" CLEAR SPACE
40 TEMP. GL.
40 SL
3050 SH 3050 SH 3050 SH 3050 SH 3050 SH
19'-8" L.P.
40'-0"
53'-0"
11'-8" 9'-2" 19'-2"
40'-0"
6'-0" 50'-0"
56'-0"
3'-0"
56'-0"
4040 SL
BATH 2
CLG. HGT. 8'-1"
VINYL
BDRM. 2
CLG. HGT. 8'-1"
CARPET
5068 BI-PASS
BDRM. 3
CLG. HGT. 8'-1"
CARPET BDRM. 4
CLG. HGT. 8'-1"
CARPET
2668
4040 SL
2668
2668
5068 BI-PASS
26682668
BONUS RM.

CLG. HGT. 8'-1"
CARPET
2040 SH
4040 SL
W.I.C.

CLG. HGT. 8'-1"
CARPET
4040 SL
DN.
17R
2668
2040 SH
4040 SL
30'-41
2 " 22'-71
2 "
19'-0" 10'-7" 10'-5"
10'-11" 19'-3"
32'-41
2 " 22'-71
2 "
19'-0" 21'-0"
40'-0"
40'-0"
2'-21
2 "

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
Lower Floor 1600 SF
A6.1
PLAN 2537
2,537 SF
5 Bdrm|3 Bath|Bonus Room
2-Car Garage
Upper Floor 937 SF
A6.1

Page 124 of 287 ends

NEW HORIZONS
Development Process Consultants
4:12
RIDGE
4:12
RIDGE
4:12
VALLEY
VALLEY
5:12
5:12
RIDGE
RIDGE
4:12
VALLEY
VALLEY
5:12
5:12
RIDGE
4:12
4:12
4:12
RIDGE
HIP
4:12
VALLEY
HIP
5:12
4:12
RIDGE
VALLEY
VALLEY
5:12
5:12
5:12
4:12 4:12
RIDGE
HIP
RIDGE
VALLEY
HIP
HIP
4:12
HIP
HIP
HIP
HIP
HIP
4:12
4:12
4:12
RIDGE
4:12
VALLEY
VALLEY
VALLEY
HIP
HIP
RIDGE
4:12
4:12 HIP4:12
RIDGE
4:12
5:12
VALLEY 4:12
RIDGE
VALLEY
VALLEY
5:12
5:12
5:12
4:12
RIDGE
4:12

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A6.2
Mediterranean Elevation
PLAN 2537
Roof Plans
Spanish Elevation Italianate Elevation
A6.2

Page 125 of 287 ends

NEW HORIZONS
Development Process Consultants
A6.3

Page 126 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
24'-0"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A6.4
PLAN 2537
Spanish Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A6.4

Page 127 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
24'-0"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
N.G. 9'-1" 8'-1"
9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A6.5
PLAN 2537
Italianate Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A6.5

Page 128 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
24'-0"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
N.G. 9'-1" 8'-1"
9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A6.6
PLAN 2537
Mediterranean Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A6.6

Page 129 of 287 ends

NEW HORIZONS
Development Process Consultants
1'-6" x 7'-0"

BICYCLE STORAGE
GARAGE
9'-1" CLG.

CONC.

COVERED
PATIO
STUCCO CLG.

CONC.

TRASH RECYCLE
30 SC 80
2680 2680
2680
2040 SH 2040 SH
17R
UP
7'-6" x 15'-0" MIN.
8'-6" x 18'-0" MIN.

COMPACT STALL SPACE

STANDARD STALL SPACE
MTL.
2880
2680
28 SC 80
2040 SH
F.M.T.

F.M.T.

F.M.T.

F.M.T.

F.M.T.

GREAT
ROOM
CLG. HGT. 9'-1"
CARPET
DINING
CLG. HGT. 9'-1"
CARPET

KITCHEN
CLG. HGT. 9'-1"
VINYL
ENTRY
CLG. HGT. 9'-1"
TILE
BATH 4
CLG. HGT. 9'-1"
VINYL
W.I.C.

CLG. HGT. 9'-1"
CARPET
BDRM. 4/
OFFICE
CLG. HGT. 9'-1"

CARPET COVERED
ENTRY
STUCCO CLG.

CONC.

TEMP. GL. SLIDER 80 60
F.M.T.
2680
2040 SH
16'-0" x 8'-0" SECT. GAR. DOOR
3050 SH
3050 SH 3050 SH 3050 SH
3050 SH 3050 SH 3050 SH 3050 SH
16'-0" x 8'-0" SECT. GAR. DOOR
59'-0"
38'-0"
53'-0" 6'-0"
59'-0"
19'-0" 19'-0"
50'-101
2 " 8'-11
2 "
12'-8" 5'-10" 19'-6"
38'-0"
2868
TEMP. GL.
2040 SH
17R
DN
3068
2040 SH
2668
2668
2668
6080 BI-PASS
F.M.T.

F.M.T.

BDRM. 2
CLG. HGT. 8'-1"
CARPET
LOFT
CLG. HGT. 8'-1"
CARPET
BATH 2
CLG. HGT. 8'-1"
VINYL
BDRM. 3
CLG. HGT. 8'-1"
CARPET
SERV.

CLG. HGT. 8'-1"
VINYL
W.I.C.

CLG. HGT. 8'-1"
CARPET
M. BDRM.

CLG. HGT. 8'-1"
CARPET
M. BATH
CLG. HGT. 8'-1"
VINYL
2668
2668
2468
F.M.T.

BATH 3
CLG. HGT. 8'-1"
VINYL
F.M.T.

F.M.T.
2040 SH
W.I.C.

CLG. HGT. 8'-1"
CARPET
LINEN
CLG. HGT. 8'-1"
CARPET
F.M.T. 2668
2668
SL.
2030 SH
2040 SH 2040 SH
2040 SH 4040 SL 2040 SH 4040 SL
3050 SH
4040 SL
4040 SL 4040 SL
4040 SL
54'-0"
19'-0" 19'-0"
38'-0"
5'-0" 49'-0"
54'-0" 5'-0"
18'-6" 5'-61
2 " 13'-111
2 "
38'-0"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
Lower Floor 1,405 SF
A7.1
PLAN 3258
3,258 SF
4 Bdrm|4 Bath|Loft
2-Car Garage Upper Floor 1,853 SF
A7.1

Page 130 of 287 ends

NEW HORIZONS
Development Process Consultants
RIDGE
4:12
4:12
RIDGE

3.5:12

3.5:12
RIDGE
VALLEY
VALLEY

3.5:12
RIDGE

3.5:12
VALLEY
VALLEY
RIDGE
VALLEY
VALLEY

3.5:12

3.5:12

3.5:12

3.5:12
4:12
4:12
VALLEY
RIDGE
4:12

3.5:12
HIP
HIP
HIP
RIDGE
R
R
HIP
HIP
HIP
HIP
VALLEY
VALLEY
HIP
HIP
4:12

3.5:12
4:12
4:12

3.5:12
4:12
4:12
4:12

3.5:123.5:12
VALLEY
RIDGE
4:12

3.5:12
RIDGE
HIP 3.5:12

3.5:12

3.5:12
4:12
4:12
4:12
VALLEY
HIP
VALLEY
RIDGE
R
HIP
HIP
4:12
HIP
HIP
4:12
4:12
4:12

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A7.2
Mediterranean Elevation
PLAN 3258
Roof Plans
Spanish Elevation Italianate Elevation
A7.2

Page 131 of 287 ends

NEW HORIZONS
Development Process Consultants
A7.3

Page 132 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
8'-1"8'-1"
27'-5"
9'-1" 8'-1"9'-1" 8'-1" 8'-1" 9'-1"
8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A7.4
PLAN 3258
Spanish Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A7.4

Page 133 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
8'-1"8'-1"
25'-9"
9'-1" 8'-1"9'-1" 8'-1"
F.G.
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A7.5
PLAN 3258
Italianate Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A7.5

Page 134 of 287 ends

NEW HORIZONS
Development Process Consultants
9'-1"9'-1"
8'-1"8'-1"
25'-9"
9'-1" 8'-1"9'-1" 8'-1"
F.G.
8'-1" 9'-1"8'-1" 9'-1"
9'-1" 8'-1"9'-1" 8'-1"

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE NOV. 2021

SCALE AS SHOWN
Development Process Consultants
A7.6
PLAN 3258
Mediterranean Elevations
Front Elevation
Rear Elevation
Left Elevation
Right Elevation
A7.6

Page 135 of 287 ends

NEW HORIZONS
Development Process Consultants

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
‘A’ Elevations Only
Spanish
SCHEME 1A

ROOFING
TRIM
GARAGE
DOORS
FASCIA
STUCCO

SHUTTERS
FRONT
DOOR
PREFAB
PIPES

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA

ROOFING
FASCIA
STUCCO
FRONT
DOOR
PREFAB
PIPES

SHUTTERS
GARAGE
DOORS
TRIM
‘A’ Elevations Only
Spanish
SCHEME 2A NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
FASCIA
STUCCO
FRONT
DOOR
PREFAB
PIPES

SHUTTERS
GARAGE
DOORS
TRIM

ROOFING
‘A’ Elevations Only
Spanish
SCHEME 4A NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
FASCIA
STUCCO
FRONT
DOOR
PREFAB
PIPES

SHUTTERS
GARAGE
DOORS
TRIM

ROOFING
‘A’ Elevations Only
Spanish
SCHEME 6A
A8.1

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 1 OF 12
Exterior Color & Materials
SCHEME 1A ‘A’ ELEVATIONS ONLY, SPANISH
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2605
San Benito Blend
Ref: .20 Emi: .92 A.SRI: 21
Eagle
Gutters & Downspouts (factory finish) Beaver Brown Custom-Bilt Metals Stucco (lightlace finish) SW 6142
Macadamia Sherwin Williams
Trim Color #1 (applied to):

Garage Doors
Trim
SW 2823
Rookwood Clay Sherwin Williams
Trim Color #2 (applied to):

Fascia
Front Door
SW 6090
Java Sherwin Williams
Accent Color (applied to):

Prefab Pipes @ Gables
Shutters
SW 7705
Wheat Penny Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 2 OF 12
Exterior Color & Materials
SCHEME 2A
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2646
Sunset Blend
Ref: .16 Emi: .94 A.SRI: 17
Eagle
Gutters & Downspouts (factory finish) Beaver Brown Custom-Bilt Metals Stucco (lightlace finish) SW 7558
Medici Ivory Sherwin Williams
Trim Color #1 (applied to):

Garage Doors
Trim
SW 6144
Dapper Tan Sherwin Williams
Trim Color #2 (applied to):

Fascia
Front Door
SW 6083
Sable Sherwin Williams
Accent Color (applied to):

Shutters
SW 6181
Secret Garden Sherwin Williams
Prefab Pipes @ Gables SW 7705 Wheat Penny Sherwin Williams Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.
‘A’ ELEVATIONS ONLY, SPANISH

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 3 OF 12
Exterior Color & Materials
SCHEME 4A
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2680
Los Padres Blend
Ref: .24 Emi: .91 A.SRI: 25
Eagle
Gutters & Downspouts (factory finish) Woodbeige Custom-Bilt Metals Stucco (lightlace finish) SW 7005
Pure White Sherwin Williams
Trim Color #1 (applied to):

Garage Doors
Trim
SW 7038
Tony Taupe Sherwin Williams
Trim Color #2 (applied to):

Fascia
Front Door
SW 7525
Tree Branch Sherwin Williams
Accent Color (applied to):

Shutters
SW 6223
Still Water Sherwin Williams
Prefab Pipes @ Gables SW 7705 Wheat Penny Sherwin Williams Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.
‘A’ ELEVATIONS ONLY, SPANISH

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 4 OF 12
Exterior Color & Materials
SCHEME 6A
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2555
Alhambra
Ref: .22 Emi: .89 A.SRI: 22
Eagle
Gutters & Downspouts (factory finish) Beaver Brown Custom-Bilt Metals Stucco (lightlace finish) SW 6141
Softer Tan Sherwin Williams
Trim Color #1 (applied to):

Garage Doors
Trim
SW 6124
Cardboard Sherwin Williams
Trim Color #2 (applied to):

Fascia
Front Door
SW 6104
Kaffee Sherwin Williams
Accent Color (applied to):

Shutters
SW 6215
Rocky River Sherwin Williams
Prefab Pipes @ Gables SW 7705 Wheat Penny Sherwin Williams Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.
‘A’ ELEVATIONS ONLY, SPANISH
Spanish Elevations
Color Scheme 1A
Spanish Elevations
Color Scheme 2A
Spanish Elevations
Color Scheme 4A
Exterior Color & Materials
Spanish Elevations
Color Scheme 6A

Page 136 of 287 ends

NEW HORIZONS
Development Process Consultants
A8.2

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
SCHEME 1BH
‘B’ Elevations Only
Italianate

SHUTTERS
FRONT
DOOR
STUCCO

ROOFING
FASCIA
GARAGE
DOORS
TRIM

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
SCHEME 2BH
‘B’ Elevations Only
Italianate

ROOFING
FASCIA
STUCCO

SHUTTERS
FRONT
DOOR
GARAGE
DOORS
TRIM

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
SCHEME 5BH
‘B’ Elevations Only
Italianate

ROOFING
STUCCO
FASCIA
TRIM
FRONT
DOOR
GARAGE
DOORS

SHUTTERS

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
‘B’ Elevations Only
Italianate
SCHEME 6BH

ROOFING
FASCIA
STUCCO
TRIM
FRONT
DOOR
GARAGE
DOORS

SHUTTERS

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 5 OF 12
Exterior Color & Materials
SCHEME 1BH ‘B’ ELEVATIONS ONLY, ITALIANATE
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2702
Calabar Blend
Ref: .18 Emi: .88 A.SRI: 20
Eagle
Gutters & Downspouts (factory finish) Bronze Custom-Bilt Metals Stucco (lightlace finish) SW 7696
Toasted Pine Nut Sherwin Williams
Trim Color (applied to):

Fascia
Garage Doors
Trim
SW 7040
Smokehouse Sherwin Williams
Accent Color (applied to):

Front Door
Shutters
SW 6167
Garden Gate Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 6 OF 12
Exterior Color & Materials
SCHEME 2BH ‘B’ ELEVATIONS ONLY, ITALIANATE
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2646
Sunset Blend
Ref: .16 Emi: .94 A.SRI: 17
Eagle
Gutters & Downspouts (factory finish) Beaver Brown Custom-Bilt Metals Stucco (lightlace finish) SW 7714
Oak Barrel Sherwin Williams
Trim Color (applied to):

Fascia
Garage Doors
Trim
SW 6104
Kaffee Sherwin Williams
Accent Color (applied to):

Front Door
Shutters
SW 6068
Brevity Brown Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 7 OF 12
Exterior Color & Materials
SCHEME 5BH ‘B’ ELEVATIONS ONLY, ITALIANATE
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2702
Calabar Blend
Ref: .18 Emi: .88 A.SRI: 20
Eagle
Gutters & Downspouts (factory finish) Beaver Brown Custom-Bilt Metals Stucco (lightlace finish) SW 7695
Mesa Tan Sherwin Williams
Trim Color #1 (applied to):

Trim
SW 6127
Ivoire Sherwin Williams
Trim Color #2 (applied to):

Fascia
Front Door
Shutters
SW 6089
Grounded Sherwin Williams
Trim Color #3 (applied to):

Garage Doors
SW 2823
Rookwood Clay Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 8 OF 12
Exterior Color & Materials
SCHEME 6BH ‘B’ ELEVATIONS ONLY, ITALIANATE
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2773
Walnut Creek Blend
Ref: .20 Emi: .94 A.SRI: 23
Eagle
Gutters & Downspouts (factory finish) Bronze Custom-Bilt Metals Stucco (lightlace finish) SW 6143
Basket Beige Sherwin Williams
Trim Color #1 (applied to):

Trim
SW 6141
Softer Tan Sherwin Williams
Trim Color #2 (applied to):

Fascia
Front Door
Shutters
SW 7040
Smokehouse Sherwin Williams
Trim Color #3 (applied to):

Garage Doors
SW 2841
Weathered Shingle Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

Exterior Color & Materials
Italianate Elevations
Color Scheme 6BH
Italianate Elevations
Color Scheme 5BH
Italianate Elevations
Color Scheme 2BH
Italianate Elevations
Color Scheme 1BH

Page 137 of 287 ends

NEW HORIZONS
Development Process Consultants
A8.3

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
SCHEME 1D
‘C’ Elevations Only
Mediterranean
FRONT
DOOR

SHUTTERS

ROOFING
FASCIA
STUCCO
TRIM
GARAGE
DOORS
STONE

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
SCHEME 2D
‘C’ Elevations Only
Mediterranean

ROOFING
FASCIA
FRONT
DOOR

SHUTTERS
STUCCO
TRIM
GARAGE
DOORS
STONE

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
SCHEME 4D
‘C’ Elevations Only
Mediterranean

ROOFING
FASCIA
FRONT
DOOR

SHUTTERS
STUCCO
TRIM
GARAGE
DOORS
STONE

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
For exact color refer to manufacturer actual samples.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
SCHEME 8D
‘C’ Elevations Only
Mediterranean

ROOFING
FASCIA
STONE
FRONT
DOOR

SHUTTERS
STUCCO
TRIM
GARAGE
DOORS

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 9 OF 12
Exterior Color & Materials
SCHEME 1D ‘C’ ELEVATIONS ONLY, MEDITERRANEAN
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2645
Sunrise Blend
Ref: .18 Emi: .93 A.SRI: 22
Eagle
Gutters & Downspouts (factory finish) Beaver Brown Custom-Bilt Metals Manufactured Stone (if applicable) Orchard
Cypress Ridge Eldorado
Mortar @ Stone (standard raked joints) Khaki Orco
Stucco (lightlace finish) SW 6108
Latte Sherwin Williams
Trim Color #1 (applied to):

Trim
SW 6141
Softer Tan Sherwin Williams
Trim Color #2 (applied to):

Fascia
Garage Doors
SW 6103
Tea Chest Sherwin Williams
Accent Color (applied to):

Front Door
Shutters
SW 6062
Vintage Leather Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 10 OF 12
Exterior Color & Materials
SCHEME 2D ‘C’ ELEVATIONS ONLY, MEDITERRANEAN
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2680
Los Padres Blend
Ref: .24 Emi: .91 A.SRI: 25
Eagle
Gutters & Downspouts (factory finish) Bronze Custom-Bilt Metals Manufactured Stone (if applicable) Montecito
Cliffstone Eldorado
Mortar @ Stone (standard raked joints) Tan Orco
Stucco (lightlace finish) SW 7689
Row House Tan Sherwin Williams
Trim Color #1 (applied to):

Trim
SW 7557
Summer White Sherwin Williams
Trim Color #2 (applied to):

Fascia
Garage Doors
SW 6153
Protégé Bronze Sherwin Williams
Accent Color (applied to):

Front Door
Shutters
SW 0045
Antiquarian Brown Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 11 OF 12
Exterior Color & Materials
SCHEME 4D ‘C’ ELEVATIONS ONLY, MEDITERRANEAN
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2773
Walnut Creek Blend
Ref: .20 Emi: .94 A.SRI: 23
Eagle
Gutters & Downspouts (factory finish) Beaver Brown Custom-Bilt Metals Manufactured Stone (if applicable) Lantana
Cliffstone Eldorado
Mortar @ Stone (standard raked joints) Khaki Orco
Stucco (lightlace finish) SW 7714
Oak Barrel Sherwin Williams
Trim Color #1 (applied to):

Trim
SW 6112
Biscuit Sherwin Williams
Trim Color #2 (applied to):

Fascia
Garage Doors
SW 7027
Hickory Smoke Sherwin Williams
Accent Color (applied to):

Front Door
Shutters
SW 6208
Pewter Green Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

NEW HORIZONS
Morgan Hill, CA
D.R. HORTON
October 18, 2021 | 2021275
PAGE 12 OF 12
Exterior Color & Materials
SCHEME 8D ‘C’ ELEVATIONS ONLY, MEDITERRANEAN
Material Color Manufacturer
Roofing:

Low Profile Concrete Tile
2702
Calabar Blend
Ref: .18 Emi: .88 A.SRI: 20
Eagle
Gutters & Downspouts (factory finish) Beaver Brown Custom-Bilt Metals Manufactured Stone (if applicable) Polermo
Country Rubble Eldorado
Mortar @ Stone (standard raked joints) Wheat Orco
Stucco (lightlace finish) SW 7519
Mexican Sand Sherwin Williams
Trim Color #1 (applied to):

Trim
SW 7517
Rivers Edge Sherwin Williams
Trim Color #2 (applied to):

Fascia
Garage Doors
SW 7520
Dark Brown Sherwin Williams
Accent Color (applied to):

Front Door
Shutters
SW 7076
Cyberspace Sherwin Williams
Decorative Metal (if applicable) SW 7020 Black Fox Sherwin Williams Garage Man Door Match Stucco Color Sherwin Williams
NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.

Contact Corie Rath (925) 463-1700.
© 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA.

Exterior Color & Materials
Mediterranean Elevations
Color Scheme 8D
Mediterranean Elevations
Color Scheme 4D
Mediterranean Elevations
Color Scheme 2D
Mediterranean Elevations
Color Scheme 1D

Page 138 of 287 ends

STOP
STOP
STOP

STOP STOP
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
BL P-1X BL P-1X
BL P-1X
WHA
XB140.1898 (r)-SS
BL P-1X BL P-1X WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2787 (L) - SS KTGY 2588 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS KTGY 2787 (R)-SS KTGY 2588 (R)-SS KTGY 2588 (L)-SS
KTGY 2787 (R)-SS
KTGY 2588 (L)-SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS
KTGY 2588 (R)-SS KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2787 (L) - SS KTGY 2588 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2787 (L) - SS KTGY 2588 (L)-SS
KTGY 2787 (R)-SS
KTGY 2588 (R)-SS
WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r)
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHAXP238.3258-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A
WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) KTGY 2787 (R)-SS
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A
WHA
XP240.2537-A
WHA
XB235.2311-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A (r)
WHA
XB140.1898 (r)-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898-SS
WHA
XB235.2311-A
WHA
XP240.2537-A
WHA
XP238.3258-A WHA
XB140.1898-SS
WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS
WHA
XB235.2311-A (r)
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS
WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS WHA WHA XB235.2311-A (r) XP240.2537-A (r) WHA
XP238.3258-A WHA
XB140.1898 (r)-SS
WHA
XB235.2311-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS
WHA
XP240.2537-A
WHA
XB235.2311-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS XB235.2311-A WHA
WHA
XP240.2537-A (r) WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA
XP240.2537-A WHA
XP238.3258-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A (r)
WHA
XB140.1898-SS WHA
XB235.2311-A (r)
BL P-1X P-2 BL P-2 BL
WHA
XP240.2537-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XP238.3258-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XP240.2537-A WHA
XP238.3258-A
KTGY 2588 (L)-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS P-2 BL P-2 BL P-2 BL
BL P-1X BL P-1X BL P-1X
WHA
XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA
XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.2043 (r) WHAXB226.2043 (r)
WHA
XB226.2043 (r)
WHA
XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA
XB226.2043 (r)
WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r)
WHA
XB226.1642 WHA XB226.2043 (r) WHA XB226.2043 (r)
KTGY 2588 (R)-SS WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA XP238.3258-A WHA XP240.2537-A (r) WHA XB235.2311-A (r) WHA XP238.3258-A (r) WHA XP240.2537-A (r) WHA XB226.1642

STREET A STREET A

STREET B (WEST) STREET B (EAST)

STREET C STREET C

STREET E

STREET D

COURT A

COURT B

SORREL DRIVE

STREET G

STREET I STREET H

STREET E

BARRETT AVE

PRIVATE STREET J HILL ROAD

FOUNTAIN AVE (PUBLIC) PRIVATE DRIVE A

PRIVATE DRIVE L STREET F STREET F

BARRETT AVE PRIVATE DRIVE I

REMINGTON COURT PRIVATE DRIVE J

PRIVATE STREET L PRIVATE STREET M

PRIVATE DRIVE B

PRIVATE DRIVE K PRIVATE DRIVE E PRIVATE DRIVE D

PRIVATE DRIVE G

PRIVATE DRIVE H

PRIVATE DRIVE M PRIVATE DRIVE N PRIVATE DRIVE F PRIVATE DRIVE C

PVT DR O PVT DR P PVT DR R

PVT DR Q

PVT DR S
STOP
STOP
STOP

STOP STOP

PRIVATE STREET K
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
L-1
0 50 100 200 300

PARKS, OPEN SPACE AND TRAILS EXHIBIT

EXISTING

NEIGHBORHOOD

JACKSON SCHOOL

SENIOR LIVING AMENITIES

1. Trellis with Tables

2. Garden

ACCESS TO JACKSON SCHOOL

PLAYGROUND

1. Fenced

2. Benches

3. Shade Sails

4. Kompan Play Equipment

COMMUNITY PARK

1. Open Lawn Areas

2. Benches

3. Community Event Areas

ROUNDABOUT

1. Speciman Oak Tree Planting

2. Traffic calming / Slower traffic

LARGE DOG PARK

1. Benches

2. Perimeter fence

3. Gated entry

JACKSON PARK IMPROVEMENTS

1. Existing Playground to remain

2. New Playground Hardscape

3. Storm Water Retention

ADA ACCESSIBLE PARKING

NEW HORIZONS TRAIL

NEW HORIZONS TRAIL

OPEN SPACE

1. Meandering trail

2. Benches

3. Storm Water Detention Area

BICYCLE /

PEDESTRIAN BRIDGE

OPEN LAWN AREA

1. Open play lawn area

2. Storm water detention area

AMPHITHEATER

1. Terraced Concrete Seat Walls

2. Stage

CLUSTER MAILBOX STATION

1. Arbor

2. Bench

3. Pet Waste Station

CLUSTER MAILBOX

STATION

1. Arbor

2. Bench

3. Pet Waste Station

CLUSTER MAILBOX STATION

1. Arbor

2. Bench

3. Pet Waste Station

CLUSTER MAILBOX STATION

1. Arbor

2. Bench

3. Pet Waste Station

COMMUNITY CLUBHOUSE

1. Adult fitness stations, by Kompan

2. Swimming pool

3. Pool deck overlooking park

4. Amazon hub

5. Lending Library

CLUSTER MAILBOX

STATION

1. Arbor

2. Bench

3. Pet Waste Station

SMALL DOG PARK

1. Benches

2. Perimeter fence

3. Gated entry
LEGEND
50x100 LOTS
60x100 LOTS
70X100 LOTS

SENIOR COTTAGES

SENIOR CONDOS

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 139 of 287 ends

STOP
BL P-1X
BL P-1X
WHA
XP238.3258-A
WHA
XB235.2311-A
WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XB235.2311-A (r)
BL P-1X P-2 BL P-2 BL
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XP240.2537-A
WHA
XB140.1898 (r)-SS P-2 BL P-2 BL P-2 BL
BL P-1X
BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r)
FSW22700
FAZ50100
FAZ52100
FSW23100
FAZ52100
FAZ51100
FAZ52100 FSW23100

STREET E

STREET I STREET H

STREET E

BARRETT AVE

PRIVATE DRIVE L

PRIVATE DRIVE K

PRIVATE DRIVE M PRIVATE DRIVE N

PVT DR O PVT DR P PVT DR R

PVT DR Q

PVT DR S
STOP
STOP
STOP
STOP

STOP STOP
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
STOP
STOP
STOP

STOP STOP
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
L-2A

COMMUNITY ENTRY

AND PARK EXHIBIT
0 20 40 80 120

COMMUNITY ENTRY PLAZA

1. Trellis

2. Benches

3. Monument Sign

TRAFFIC CIRCLE

1. Specimen Oak Tree Planting

2. Landscaped Berm with boulders

3. Traffic calming / Community Entrance

COVERED POOL LOUNGE

BARRETT AVENUE

SENIOR COTTAGES

NEW HORIZONS TRAIL

ADULT FITNESS AREA

1. Outdoor Fitness Equipment by Kompan

2. Benches

3. Shade Sails

ENTRY PLAZA

1. Benches

2. Enhanced paving

3. Amazon Hub Box

4. Neighborhood Library Box

PARKS & RECREATION

NEW HORIZONS TRAIL MAP
SCALE: NTS

TRAIL AROUND PARK

CLUBHOUSE
POOL

SENIOR LIVING AMENITIES

1. Outdoor Courtyard

2. Outdoor Tables & Benches

3. Outdoor Shade Arbors

COVERED POOL LOUNGE

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

PLAYGROUND

1. Artificial Turf Mounds

2. Twig Benches

3. Kompan Play Equipment

Page 140 of 287 ends

STOP
STOP
STOP

STOP STOP
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
BL P-1X BL P-1X
BL P-1X
WHA
XB140.1898 (r)-SS
BL P-1X BL P-1X WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2787 (L) - SS KTGY 2588 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS KTGY 2787 (R)-SS KTGY 2588 (R)-SS KTGY 2588 (L)-SS
KTGY 2787 (R)-SS
KTGY 2588 (L)-SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS
KTGY 2588 (R)-SS KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2787 (L) - SS KTGY 2588 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2787 (L) - SS KTGY 2588 (L)-SS
KTGY 2787 (R)-SS
KTGY 2588 (R)-SS
WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r) WHAXP238.3258-A WHA
XP238.3258-A (r)
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHAXP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHAXP238.3258-A (r) WHA
XP240.2537-A WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A
WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) KTGY 2787 (R)-SS
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A
WHA
XP240.2537-A
WHA
XB235.2311-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A (r)
WHA
XB140.1898 (r)-SS WHAXB235.2311-A (r) WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898-SS
WHA
XB235.2311-A
WHA
XP240.2537-A
WHA
XP238.3258-A WHA
XB140.1898-SS
WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS
WHA
XB235.2311-A (r)
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS
WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS WHA WHA XB235.2311-A (r) XP240.2537-A (r) WHA
XP238.3258-A WHA
XB140.1898 (r)-SS
WHA
XB235.2311-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS
WHA
XP240.2537-A
WHA
XB235.2311-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS XB235.2311-A WHA
WHA
XP240.2537-A (r) WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA
XP240.2537-A WHA
XP238.3258-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A (r)
WHA
XB140.1898-SS WHA
XB235.2311-A (r)
BL P-1X P-2 BL P-2BL
WHA
XP240.2537-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHAXP238.3258-A (r) WHA
XP240.2537-A WHA
XP238.3258-A WHA
XP240.2537-A (r) WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XP240.2537-A WHA
XP238.3258-A
KTGY 2588 (L)-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS P-2 BL P-2 BL P-2BL
BL P-1X BL P-1X BL P-1X
WHA
XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA
XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.2043 (r) WHAXB226.2043 (r)
WHA
XB226.2043 (r)
WHA
XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA
XB226.2043 (r)
WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r)
WHA
XB226.1642 WHA XB226.2043 (r) WHA XB226.2043 (r)
KTGY 2588 (R)-SS WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X WHA
XP240.2537-A WHA
XP238.3258-A (r) WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA XP238.3258-A WHA XP240.2537-A (r) WHA XB235.2311-A (r) WHA XP238.3258-A (r) WHA XP240.2537-A (r) WHA XB226.1642

STREET A STREET A

STREET B (WEST) STREET B (EAST)

STREET C STREET C

STREET E

STREET D

COURT A

COURT B

SORREL DRIVE

STREET G

STREET I

STREET H

STREET E

BARRETT AVE

PRIVATE STREET J HILL ROAD

FOUNTAIN AVE (PUBLIC) PRIVATE DRIVE A

PRIVATE DRIVE L STREET F STREET F

BARRETT AVE PRIVATE DRIVE I

REMINGTON COURT PRIVATE DRIVE J

PRIVATE STREET L PRIVATE STREET M

PRIVATE DRIVE B

PRIVATE DRIVE K PRIVATE DRIVE E PRIVATE DRIVE D

PRIVATE DRIVE G

PRIVATE DRIVE H

PRIVATE DRIVE M PRIVATE DRIVE N PRIVATE DRIVE F PRIVATE DRIVE C

PVT DR O PVT DR P PVT DR R

PVT DR Q

PVT DR S
STOP
STOP
STOP

STOP STOP

PRIVATE STREET K
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4 P-2 BL P-2 BL
BL
P-1X
FSW22700
FAZ50100
FAZ52100
FSW23100
FAZ52100
FAZ51100
FAZ52100 FSW23100
BL
P-1X
0 8 16 32 48

NEW HORIZONS TRAIL MAP
SCALE: NTS

COMMUNITY CLUBHOUSE EXHIBIT
SCALE: 1/16" = 1'-0"
L-2B

COMMUNITY CLUHOUSE EXHIBIT

ENTRY PLAZA

1. Benches

2. Enhanced paving

COVERED POOL LOUNGE

POOL / POND

EQUIPMENT ROOM

NEIGHBORHOOD

LIBRARY BOX

AMAZON HUB BOX

CLUBHOUSE / POOL

ENCLOSURE

CLUBHOUSE PATIO

CLUBHOUSE
POOL

SENIOR COTTAGES

SENIOR DUETS

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 141 of 287 ends

STOP
STOP
STOP

STOP STOP
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
BL P-1X BL P-1X
BL P-1X
WHA
XB140.1898 (r)-SS
BL P-1X BL P-1X WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2787 (L) - SS KTGY 2588 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS KTGY 2787 (R)-SS KTGY 2588 (R)-SS KTGY 2588 (L)-SS
KTGY 2787 (R)-SS
KTGY 2588 (L)-SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS
KTGY 2588 (R)-SS KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2787 (L) - SS KTGY 2588 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2787 (L) - SS KTGY 2588 (L)-SS
KTGY 2787 (R)-SS
KTGY 2588 (R)-SS
WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r) WHAXP238.3258-A WHA
XP238.3258-A (r)
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHAXP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHAXP238.3258-A (r) WHA
XP240.2537-A WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A
WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) KTGY 2787 (R)-SS
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A
WHA
XP240.2537-A
WHA
XB235.2311-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A (r)
WHA
XB140.1898 (r)-SS WHAXB235.2311-A (r) WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898-SS
WHA
XB235.2311-A
WHA
XP240.2537-A
WHA
XP238.3258-A WHA
XB140.1898-SS
WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS
WHA
XB235.2311-A (r)
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS
WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS WHA WHA XB235.2311-A (r) XP240.2537-A (r) WHA
XP238.3258-A WHA
XB140.1898 (r)-SS
WHA
XB235.2311-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS
WHA
XP240.2537-A
WHA
XB235.2311-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS XB235.2311-A WHA
WHA
XP240.2537-A (r) WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA
XP240.2537-A WHA
XP238.3258-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A (r)
WHA
XB140.1898-SS WHA
XB235.2311-A (r)
BL P-1X P-2 BL P-2BL
WHA
XP240.2537-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHAXP238.3258-A (r) WHA
XP240.2537-A WHA
XP238.3258-A WHA
XP240.2537-A (r) WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XP240.2537-A WHA
XP238.3258-A
KTGY 2588 (L)-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS P-2 BL P-2 BL P-2BL
BL P-1X BL P-1X BL P-1X
WHA
XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA
XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.1642
WHA
XB226.2043 (r) WHAXB226.2043 (r)
WHA
XB226.2043 (r)
WHA
XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA
XB226.2043 (r)
WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA
XB226.2043 (r)
WHA
XB226.1642 WHA XB226.2043 (r) WHA XB226.2043 (r)
KTGY 2588 (R)-SS WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X WHA
XP240.2537-A WHA
XP238.3258-A (r) WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA XP238.3258-A WHA XP240.2537-A (r) WHA XB235.2311-A (r) WHA XP238.3258-A (r) WHA XP240.2537-A (r) WHA XB226.1642

STREET A STREET A

STREET B (WEST) STREET B (EAST)

STREET C STREET C

STREET E

STREET D

COURT A

COURT B

SORREL DRIVE

STREET G

STREET I

STREET H

STREET E

BARRETT AVE

PRIVATE STREET J HILL ROAD

FOUNTAIN AVE (PUBLIC) PRIVATE DRIVE A

PRIVATE DRIVE L STREET F STREET F

BARRETT AVE PRIVATE DRIVE I

REMINGTON COURT PRIVATE DRIVE J

PRIVATE STREET L PRIVATE STREET M

PRIVATE DRIVE B

PRIVATE DRIVE K PRIVATE DRIVE E PRIVATE DRIVE D

PRIVATE DRIVE G

PRIVATE DRIVE H

PRIVATE DRIVE M PRIVATE DRIVE N PRIVATE DRIVE F PRIVATE DRIVE C

PVT DR O PVT DR P PVT DR R

PVT DR Q

PVT DR S
STOP
STOP
STOP

STOP STOP

PRIVATE STREET K
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4 WHA XP238.3258-A (r)
FSW22700
FAZ50100
FAZ52100
FSW23100
FAZ52100
FAZ52100
FSW23100
P-2 P-2 P-2 P-2 P-2
FSW23100
FAZ51100
0 8 16 32 48

PARKS & RECREATION

NEW HORIZONS TRAIL MAP
SCALE: NTS

NEW HORIZONS COMMUNITY PARK
SCALE: 1/16" = 1'-0"
L-2C

NEW HORIZONS

ADULT FITNESS AREA

1. Outdoor Fitness Equipment
by Kompan

2. Benches

POOL/ CLUBHOUSE

ENTRY/EXIT

SENIOR COTTAGES

SENIOR DUETS

COMMUNITY ENTRANCE

1. Plaza 2. Benches 3. Monument Sign 4. Accent Trees
POND

PARK EXHIBIT

COMMUNITY

PLAYGROUND

1. Kompan Natural Play Equipment

2. Twig Benches by Tournesol

3. Paso Collection Platforms by Tournesol

4. Children's Tunnels / Mounds / Bridge

WATER FEATURE

POOL/ CLUBHOUSE

ENTRY/EXIT

COMMUNITY SOCIAL ZONE / EVENTS ZONE

1. Shade structures

2. Lawn Seating

READING AND

MEDITATION PARK

ART ZONE

1. Painting boards

2. Outdoor music equipment
Viewing Zone

1. Sun loungers

2. Lightweight GFRC Benches

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 142 of 287 ends

KTGY 2787 (R)-SS KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2787 (R)-SS
KTGY 2588 (R)-SS
WHA
XP238.3258-A (r)
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA XB140.1898 (r)-SS
WHA XB235.2311-A
STOP
STOP
STOP

STOP STOP
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
BL P-1X BL P-1X
BL P-1X
WHA
XB140.1898 (r)-SS
BL P-1X BL P-1X WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2787 (L) - SS KTGY 2588 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS KTGY 2787 (R)-SS KTGY 2588 (R)-SS KTGY 2588 (L)-SS
KTGY 2787 (R)-SS
KTGY 2588 (L)-SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS
KTGY 2588 (R)-SS KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2588 (R)-SS
KTGY 2787 (L) - SS
KTGY 2787 (L) - SS KTGY 2588 (R)-SS KTGY 2588 (R)-SS KTGY 2787 (L) - SS KTGY 2787 (L) - SS KTGY 2588 (L)-SS KTGY 2787 (R)-SS
KTGY 2588 (R)-SS
WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r) WHA
XP238.3258-A WHA
XP238.3258-A (r)
WHA XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP238.3258-A (r)
WHA XP238.3258-A
WHA
XP238.3258-A (r)
WHA XP238.3258-A
WHA XP240.2537-A
WHA XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHAXP238.3258-A (r) WHA
XP240.2537-A WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A
WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) KTGY 2787 (R)-SS
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XP240.2537-A
WHA
XP240.2537-A
WHA XB235.2311-A
WHA XP240.2537-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A (r)
WHA XB140.1898 (r)-SS WHA XB235.2311-A (r) WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898-SS
WHA XB235.2311-A
WHA
XP240.2537-A
WHA
XP238.3258-A WHA
XB140.1898-SS
WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS
WHA
XB235.2311-A (r)
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS
WHA
XB235.2311-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A WHA
XB140.1898 (r)-SS WHA WHA XB235.2311-A (r) XP240.2537-A (r) WHA
XP238.3258-A WHA
XB140.1898 (r)-SS
WHA
XB235.2311-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS
WHA
XP240.2537-A
WHA
XB235.2311-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS XB235.2311-A WHA WHA
XP240.2537-A (r) WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XB140.1898 (r)-SS WHA
XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA XP240.2537-A WHA XP238.3258-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r) WHA
XP240.2537-A (r)
WHA
XB140.1898-SS WHA
XB235.2311-A (r)
BL P-1X P-2BL P-2BL
WHA
XP240.2537-A
WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHAXP238.3258-A (r) WHA
XP240.2537-A
WHA
XP238.3258-A WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA
XP240.2537-A WHA
XP240.2537-A WHA
XP238.3258-A
KTGY 2588 (L)-SS WHA
XB235.2311-A (r)
WHA
XP238.3258-A
WHA XB140.1898 (r)-SS P-2BL P-2BL P-2BL
BL P-1X BL P-1X BL P-1X
WHA
XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA
XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642
WHA XB226.1642
WHA XB226.1642
WHA XB226.1642
WHA
XB226.2043 (r) WHAXB226.2043 (r)
WHA XB226.2043 (r)
WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r)
WHA
XB226.2043 (r) WHA
XB226.2043 (r) WHA XB226.2043 (r) WHA
XB226.2043 (r) WHA XB226.2043 (r)
WHA
XB226.1642 WHA XB226.2043 (r) WHA XB226.2043 (r)
KTGY 2588 (R)-SS WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X BL P-1X WHA
XP240.2537-A
WHA
XP238.3258-A (r) WHA
XP240.2537-A (r)
WHA
XP238.3258-A (r) WHA XP238.3258-A WHA XP240.2537-A (r) WHA XB235.2311-A (r) WHA XP238.3258-A (r) WHA XP240.2537-A (r) WHA XB226.1642

STREET A STREET A

STREET B (WEST) STREET B (EAST)

STREET C STREET C

STREET E

STREET D

COURT A

COURT B

SORREL DRIVE

STREET G

STREET I

STREET H

STREET E

BARRETT AVE

PRIVATE STREET J HILL ROAD

FOUNTAIN AVE (PUBLIC) PRIVATE DRIVE A

PRIVATE DRIVE L STREET F STREET F

BARRETT AVE PRIVATE DRIVE I

REMINGTON COURT PRIVATE DRIVE J

PRIVATE STREET L PRIVATE STREET M

PRIVATE DRIVE B

PRIVATE DRIVE K PRIVATE DRIVE E PRIVATE DRIVE D

PRIVATE DRIVE G

PRIVATE DRIVE H

PRIVATE DRIVE M PRIVATE DRIVE N PRIVATE DRIVE F PRIVATE DRIVE C

PVT DR O PVT DR P PVT DR R

PVT DR Q

PVT DR S
STOP
STOP
STOP

STOP STOP

PRIVATE STREET K
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
L-3

JACKSON PARK

RENOVATION EXHIBIT
0 20 40 80 120

NEW HORIZONS TRAIL MAP
SCALE: NTS

JACKSON PARK RENOVATION
SCALE: 1" = 40'-0"

EXISTING

NEIGHBORHOOD

JACKSON SCHOOL

NEW CHAIN LINK FENCE

ATOP NEW MODULAR

MASONRY RETAINING

WALL AT PROPERTY LINE

WITH JACKSON SCHOOL
DOG PARK:

LARGE DOGS

COURT B

COURT A
DOG PARK:

SMALL DOGS
PGE

EASEMENT
PGE

EASEMENT

PARKS &

RECREATION

ADA PARKING
FUTURE

1. Riparian Habitat Overlook

2. Interpretive Signage

3. Picnic Areas

NEW HORIZONS TRAIL CONNECTION TO

JACKSON SCHOOL AND ADJACENT

NEIGHBORHOOD

JACKSON PARK

1. Hardscape Improvements

2. Existing Playground to remain

3. Benches

TRAIL CONNECTION TO

EXISTING JACKSON PARK
BRIDGE
TRAIL

NEIGHBORHOOD

CONNECTION

NEIGHBORHOOD

CONNECTION
"AMPHITHEATER"
"DUAL USE"

STORM WATER

DETENTION BASIN

JACKSON PARK SIGNAGE
PGE

EASEMENT

2.9 ACRE FEET

NEW CHAIN LINK FENCE AT

PROPERTY LINE WITH

JACKSON SCHOOL

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 143 of 287 ends

STOP
STOP
STOP

STOP STOP
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4

STREET A STREET A

STREET B (WEST) STREET B (EAST)

STREET C STREET C

STREET E

STREET D

COURT A

COURT B

SORREL DRIVE

STREET G

STREET I

STREET H

STREET E

BARRETT AVE

PRIVATE STREET J HILL ROAD

FOUNTAIN AVE (PUBLIC) PRIVATE DRIVE A

PRIVATE DRIVE L STREET F STREET F

BARRETT AVE PRIVATE DRIVE I

REMINGTON COURT PRIVATE DRIVE J

PRIVATE STREET L PRIVATE STREET M

PRIVATE DRIVE B

PRIVATE DRIVE K PRIVATE DRIVE E PRIVATE DRIVE D

PRIVATE DRIVE G

PRIVATE DRIVE H

PRIVATE DRIVE M PRIVATE DRIVE N PRIVATE DRIVE F PRIVATE DRIVE C

PVT DR O PVT DR P PVT DR R

PVT DR Q

PVT DR S
STOP
STOP
STOP

STOP STOP

PRIVATE STREET K
STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
WHA
XB140.1898 (r)-SS WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) WHA XB226.2043 (r) KTGY 2588 (L)-SS WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) KTGY 2787 (R)-SS
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XB235.2311-A
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS
WHA
XP240.2537-A WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A KTGY 2588 (L)-SS WHA
XB235.2311-A (r) WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 KTGY 2588 (R)-SS

PRIVATE STREET J HILL ROAD PRIVATE DRIVE I PRIVATE DRIVE J PRIVATE STREET M

PRIVATE DRIVE B

PRIVATE DRIVE K

PRIVATE STREET K
WHA
XB140.1898 (r)-SS WHA XB226.2043 WHA XB226.2043 WHA XB226.2043 WHA XB226.2043 KTGY 2588 (L)-SS WHA
XP238.3258-A
WHA
XP238.3258-A (r)
WHA
XP240.2537-A (r)
WHA
XP240.2537-A
WHA
XP238.3258-A (r) KTGY 2787 (R)-SS
WHA
XP240.2537-A
WHA
XP238.3258-A (r)
WHA
XP238.3258-A
WHA
XP240.2537-A (r) WHA
XB140.1898-SS WHA
XB235.2311-A (r)
WHA
XB235.2311-A
WHA
XP238.3258-A
WHA
XB140.1898 (r)-SS
WHA
XP240.2537-A WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A WHA XP240.2537-A (r) WHA XP238.3258-A WHA XB140.1898 (r)-SS WHA XB235.2311-A KTGY 2588 (L)-SS WHA
XB235.2311-A (r) WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 WHA XB226.1642 262
253
252
251
250
249
248
254
255
263
261
260
258
259
257
256

PARCEL F

PARCEL P
89 90 91 92 93 94 95
133
134
136 137
265 266 267 268 269
274 273
272
271 270
275 276 277 278 279
264

PARCEL P PARCEL G PARCEL M
PCL Q
PCL R
KTGY 2588 (R)-SS
135
STOP
WHA
XP240.2537-A (r)
WHA
XB226.1642
WHA
XB226.2043 (r)
WHA
XB226.2043 (r)
WHA
XB226.2043 (r)
WHA
XB226.2043 (r)

PRIVATE DRIVE G
STOP
WHA
XP240.2537-A (r)
WHA
XB226.1642
WHA
XB226.2043
WHA
XB226.2043
WHA
XB226.2043
WHA
XB226.2043
70 PARCEL D
114
67 68
69 64
65 L-4A
0 20 40 80 120

NEW HORIZONS TRAIL MAP
SCALE: NTS

MINI SOCCER FIELD HILL ROAD
OPEN SPACELAWN
AREA

NEW HORIZONS TRAIL

PARKS & RECREATION

NEW HORIZONS TRAIL OPEN SPACE
SCALE: 1" = 40'-0"

NEW HORIZONS TRAIL,

CONNECTION TO

BARRETT AVENUE

NEW HORIZONS TRAIL CONNECTION

TO COMMUNITY BUILDING AND

JACKSON PARK

JACKSON TRAIL BRIDGE

EXISTING WELL
& PUMP

CLUSTER MAILBOX ENCLOSURE

1. Arbor

2. Bench

3. Pet waste station

NEW HORIZONS TRAIL

JACKSON TRAIL

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 144 of 287 ends

PLANT PALATTE - RIPARIAN PLANTS

SYMBOL BOTANICAL NAME COMMON NAME SIZE WUCOLS NATIVE
TREES:

ALN RHO ALNUS RHOMBIFOLIA WHITE ALDER 24"BOX H YES
AES CAL AESCULUS CALIFORNICA CALIFORNIA BUCKEYE 15 GAL L YES CER CAN CERCIS CANADENSIS 'FOREST PANSY' WESTERN REDBUD 24"BOX L YES PLA RAC PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24"BOX M YES QUE LOB QUERCUS LOBATA VALLEY OAK 24"BOX L YES
SHRUBS:

BAC PIL BACCHARIS PILULARIS 'TWIN PEAKS' DWARF COYOTE BUSH 5 GAL L YES CAL OCC CALYCANTHUS OCCIDENTALIS SPICE BUSH 5 GAL L YES CAR CAL CARPENTERIA CALIFORNICA BUSH ANEMONE 5 GAL L YES CIS SKA CISTUS X SKANBERGII ROCKROSE 1 GAL. L YES
COR SER CORNUS SERICEA 'BAILEYI' RED OSIER DOGWOOD 5 GAL. H YES MIM CAR MIMULUS CARDINALIS SCARLET MONKEY FLOWER 1 GAL L YES RHA CAL RHAMNUS CALIFORNICA MOUND SAN BRUNO COFFEBERRY 5 GAL L YES RHU OVA RHUS OVATA SUGAR BUSH 15 GAL L YES
RIB SAN RIBES SANGUINEUM PINK FLOWERING CURRANT 5 GAL. L YES ROS CAL ROSA CALIFORNICA WILD ROSE 1 GAL L YES
SAM NIG SAMBUCUS NIGRA BLUE ELDERBERRY 15 GAL L YES
ZAU CAL ZAUSCHNERIA CALIFORNICA 'CATALINA' ISLAND CALIFORNIA FUCHSIA 5 GAL L YES GRASSES:

CAR PRA CAREX PRAEGRACILIS FIELD SEDGE 1 GAL M YES
CHO ELE CHONDROPETALUM ELEPHANTINUM LARGE CAPE RUSH 5 GAL L NO FES IDA FESTUCA IDAHOENSIS 'SISKIYOU BLUE' SISKIYOU BLUE FESCUE 1 GAL. M NO HEL MON HELEOCHARIS MONTEVIDENSIS COMMON SPIKE RUSH 1 GAL M NO JUN MAC JUNCUS MACROPHYLLUS LONG LEAF RUSH 1 GAL L YES
MUH RIG MUHLENBERGIA RIGENS DEER GRASS 5 GAL L YES
L-4B

RIPARIAN PLANT PALETTE

NEW HORIZONS TRAIL EXHIBIT

AESCULUS CALIFORNICA

CALIFORNIA BUCKEYE
TREES

ALNUS RHOMBIFOLIA

WHITE ALDER

CERCIS CANADENSIS
'FOREST PANSY'

WESTERN REDBUD

PLATANUS RACEMOSA

CALIFORNIA

SYCAMORE

QUERCUS LOBATA

VALLEY OAK

BACCHARIS PILULARIS
'TWIN PEAKS'

DWARF COYOTE BUSH
SHRUBS

CALYCANTHUS

OCCIDENTALIS

SPICE BUSH

CARPENTERIA

CALIFORNICA

BUSH ANEMONE

CISTUS X SKANBERGII

ROCKROSE

CORNUS SERICEA
'BAILEYI'

RED OSIER DOGWOOD

MIMULUS CARDINALIS

SCARLET MONKEY
FLOWER
SHRUBS

RHAMNUS CALIFORNICA

MOUND SAN BRUNO

COFFEBERRY

SAMBUCUS NIGRA

BLUE ELDERBERRY
SHRUBS

ZAUSCHNERIA CALIFORNICA
'CATALINA'

ISLAND CALIFORNIA FUCHSIA

GRASSES

FESTUCA IDAHENSIS
'SISIYOU BLUE'

SISIYOU BLUE FESCUE

GRASSES

HELOCHARIS MONTEVIDENSIS

COMMON SPIKE RUSH

RHUS OVATA

SUGAR BUSH

RIBES SANGUINEUM

PINK FLOWERING CURRANT

ROSA CALIFORNICA

WILD ROSE

CAREX PRAEGRACILIS

FIELD SEDGE

CHONDROPETALUM ELEPHANTINUM

LARGE CAPE RUSH

JUNCUS EFFUSUS

COMMON RUSH

MUHLENBERGIA RIGENS

DEER GRASS

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 145 of 287 ends

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STOP
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BVC
363.2
EVC
365.4
STOP
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STOP
STOP
STOP
STOP
BVC
363.2
EVC
365.4
BL
P-1X
BL
P-1X
BL
P-1X
BL
P-1X
BL
P-1X
BL
P-1X
BL
P-1X

PRIVATE DRIVE M
L-5

NEW HORIZONS TRAIL AT SENIOR COTTAGES
0 5 10 20 30

NEW HORIZONS TRAIL MAP
SCALE: NTS

NEW HORIZONS TRAIL AT SENIOR COTTAGES
SCALE: 1" = 10'-0"

PARKS & RECREATION

SENIOR COTTAGES

CLUSTER MAILBOX ENCLOSURE

NEW HORIZONS TRAIL

TRAIL ACCESS

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 146 of 287 ends

L-6

FRONT VIEW SIDE VIEW
2X3 PAINT GRADE DF LATS

DOG STATION
3X8 PAINT GRADE D.F. S 7'-0"8'-6"
8'-0" O.C. 6'-0"

MAILBOX ENCLOSURE
6X6 D.F. POST
SCALE: 1/4" = 1'-0" 1

RECEPTACLE
GANG MAILBOX, (2)
DUAL PACKAGE MAILBOX (1)
4X6 WOOD SLATS FOR SEATING
WOOD FORM CONC. BASE
TYPICAL MAIL STATION 0 2 4 8 12

PARKS & RECREATION

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 147 of 287 ends

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363.2
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365.4
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363.2
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365.4
L-7

NEW HORIZONS TRAIL MAP
SCALE: NTS

SIDEWALK HILL ROAD

ROUGH HEWN RED CEDAR TRELLIS,

CLEAR STAIN

ETCHED WOOD HANGING PROJECT SIGN
PRECAST CONC. PROJECT LOGO

STONE FACED CMU PIALSTER
PRECAST CONC. PILASTER CAP

STONE FACED RAISED PLANTER
PRECAST CONC. PROJECT LOGO

STONE FACED CMU PIALSTER
PRECAST CONC. PILASTER CAP
ELEVATION: MONUMENT SIGN @ HILL ROAD AND BARRETT AVENUE SCALE: 1/2" = 1'-0" 1 HILL ROAD

BARRETT AVENUE
PLAN: MONUMENT SIGN @ HILL ROAD AND BARRETT AVENUE
SCALE: 1' =20'-0" 2

MONUMENT SIGN

STONE FACED CMU PIALSTER

TWO-RAIL FENCE WITH STONE PILASTERS

STONE FACED CMU PILASTER

FLOWERING TREES

MONUMENT SIGN EXHIBIT
0 20' 40' 80' 120'
0 1' 2' 4' 6'

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/15/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001

Page 148 of 287 ends

141'-0" 20'-6" 30'-0" 21'-0" 39'-0" 28'-6" 2'-0"
4'-0" 47'-8" 4'-10"
59'-0"
11'-8" 38'-10" 8'-6"
59'-0" 29'-6" 21'-0" 22'-8 1/2" 65'-9 1/2" 141'-0" 2'-0" MEN 10'-1" CLG. WOMEN 10'-1" CLG. POOL RESTROOM POOL RESTROOM POND PUMP ROOM AND STORAGE 27 6 14 6 X FITNESS 29 0 24 0 X 12'-1" CLG. 763 SQ. FT. (2) SHOWER
(1) ACCESSIBLE SHOWER DRINKING FOUNTAIN MEN 10'-1" CLG. WOMEN 10'-1" CLG. BREEZEWAY 21 0 37 0 X SLOPE CLG. 900 SQ. FT. FIRE RISER COVERED OUTDOOR BBQ 28 6 26 6 X COVERED OUTDOOR LOUNGE 28 6 20 8 X SLOPE CLG. STORAGE OFFICE 12 4 11 0 X 150 SQ. FT. SLOPE CLG. CLUB ROOM 36 0 24 0 X 1,080 SQ. FT. COVERED OUTDOOR PLAY AREA 39 0 14 4 X 12'-1" CLG. 2'-6" ELECTRICAL ROOM PARCEL LOCKERS DRINKING FOUNTAIN JANITOR 418 SQ. FT. TOTAL 6,502 SQ. FT. COVERED OUTDOOR BBQ 769 SQ. FT. COVERED OUTDOOR LOUNGE 589 SQ. FT. COVERED OUTDOOR PLAY AREA 559 SQ. FT. BREEZEWAY 808 SQ. FT. RECREATION CENTER 3,777 SQ. FT. FLOOR AREA 24'-6"
12'-1" T.O. PLATE
± 29'-2" TOP OF ROOF T.O. PLATE @ TOWER

BUILDING HEIGHT M B C E K G A F I FINISH GRADE
24'-6"
12'-1" T.O. PLATE
± 29'-2" TOP OF ROOF T.O. PLATE @ TOWER
BUILDING HEIGHT J B F I L A E FINISH GRADE MATERIAL LEGEND A. CONCRETE 'S' TILE B. STUCCO FINISH C. PRECAST TRIM D. FOAM TRIM E. BRICK VENEER F. BRICK HEADER TRIM G. METAL GATE H. VINYL WINDOW I. WOOF RAFTER TAILS J. WOOD BARGE BOARD K. WROUGHT IRON DETAILS L. CHIMNEY CAP 0 8 16 32 0 8 16 32 SCALE: 3 CLUBHOUSE - FIRST FLOOR 1/8" = 1'-0" SCALE: 1 CLUBHOUSE - EAST ELEVATION SCALE: 1/8" = 1'-0" 2 CLUBHOUSE - SOUTH ELEVATION (POOL SIDE) 1/8" = 1'-0" CLUBHOUSE FLOOR PLAN AND ELEVATIONS A4.1N

Page 149 of 287 ends

PITCH: 4:12 RAKE: 6" EAVE: 18" ROOF MATERIAL: CONCRETE 'S' TILE TOTAL 6,502 SQ. FT. COVERED OUTDOOR BBQ 769 SQ. FT. COVERED OUTDOOR LOUNGE 589 SQ. FT. COVERED OUTDOOR PLAY AREA 559 SQ. FT. BREEZEWAY 808 SQ. FT. RECREATION CENTER 3,777 SQ. FT. FLOOR AREA 24'-6"
10'-1"
± 29'-2"
BUILDING HEIGHT TOP OF ROOF T.O. PLATE T.O. PLATE @ TOWER A F B H C E K G L I FINISH GRADE D ± 29'-2"
24'-6"
14'-1"
10'-1"
BUILDING HEIGHT TOP OF ROOF T.O. PLATE A I B L E FINISH GRADE MATERIAL LEGEND A. CONCRETE 'S' TILE B. STUCCO FINISH C. PRECAST TRIM D. FOAM TRIM E. BRICK VENEER F. BRICK HEADER TRIM G. METAL GATE H. VINYL WINDOW I. WOOF RAFTER TAILS J. WOOD BARGE BOARD K. WROUGHT IRON DETAILS L. CHIMNEY CAP 0 8 16 32 0 8 16 32 SCALE: 3 CLUBHOUSE - ROOF PLAN 1/8" = 1'-0" SCALE: 1 CLUBHOUSE - WEST ELEVATION SCALE: 1/8" = 1'-0" 2 CLUBHOUSE - NORTH ELEVATION (ENTRANCE) 1/8" = 1'-0" CLUBHOUSE ROOF PLAN AND ELEVATIONS A4.2N

Page 150 of 287 ends

29'-0" 10'-0"
39'-0" 28'-0" SLOPE CLG. COVERED OUTDOOR FITNESS 28 0 28 6 X 800 SQ. FT. SLOPE CLG. POOL EQUIPMENT 27 0 9 6 X 800 SQ. FT. TOTAL 1,092 SQ. FT. POOL EQUIPMENT 292 SQ. FT. COVERED OUTDOOR FITNESS 800 SQ. FT. FLOOR AREA PITCH: 3:12 RAKE: 18" EAVE: 18" ROOF MATERIAL: CONCRETE 'S' TILE 0 8 16 32 SCALE: 5 OUTDOOR FITNESS - ROOF PLAN & FLOOR PLAN 1/8" = 1'-0" SCALE: 1 EAST ELEVATION 1/8" = 1'-0" OUTDOOR FITNESS FLOOR PLAN AND ELEVATIONS A4.3N 0 8 16 32 SCALE: 2 SOUTH ELEVATION 1/8" = 1'-0" 0 8 16 32 SCALE: 3 WEST ELEVATION 1/8" = 1'-0" 0 8 16 32 SCALE: 4 NORTH ELEVATION 1/8" = 1'-0"

Page 151 of 287 ends

93' 50' 50' 50'
110' 50' 48' 3'
110'
100'
100'
100' 50' 50' 50' 5' 5'
100'
100'
100' 60' 50' 50' 48' 50' 50' 50'
88'
100'
100'
100' 5' 50' 50' 50'
100'
100'
100'
100'
100'
100'
100'
100' 50' 60' 50' 50' 50' 50' 50' 50' 50' 50' 12' 50' 50' 50' 50' 50' 50' 50' 50' 7' 104' 50'
104' 38'
100'
100'
100'
100'
100'
100'
100'
100' 70' 60' 60' 60' 60' 60' 60' 60' 60'
100'
100' 50'60'
100'
100' 50'
62' 50' 50' 50' 100' 100' 100'
50' 50' 50' 51' 12' 64'
104'
104'
104'
104'
104' 99' 70' 70' 70' 69' 14' 70' 70' 70' 70' 70' 70' 70' 70' 70' 104'
104'
104'
104'
104'
104'
104' 70' 70' 70' 70' 70' 70' 70' 70' 70' 70' 70' 70' 70' 104' 70'
60' 50' 102'
50'
60' 84' 14' 35' 12' 14' 12' 7,000 ± SF 5,200 ± SF 9,180 ± SF 7,280 ± SF 7,930 ± SF 5,500 ± SF 5,500 ± SF 5,000 ± SF 6,190 ± SF STREET A STREET B STREET C PVT STREET J 0.93± AC (PRIVATE OPEN SPACE) 18' 18'
56' R/W 10'
PSE
10'
PSE 18' 18' 10' 56' R/W PSE 7 8 262 7,280 ± SF 9 7,280 ± SF 10 7,280 ± SF 11 7,280 ± SF 12 7,280 ± SF 13 7,280 ± SF 14 7,280 ± SF 15 7,280 ± SF 16 7,280 ± SF 17 7,280 ± SF 18 7,280 ± SF 19 7,280 ± SF 20 6,000 ± SF 86 6,000 ± SF 85 5,190 ± SF 91 5,010 ± SF 92 5,000 ± SF 93 6,000 ± SF 84 6,000 ± SF 83 6,000 ± SF 82 5,000 ± SF 94 5,000 ± SF 95 5,000 ± SF 96 6,000 ± SF 81 6,000 ± SF 80 6,000 ± SF 79 5,000 ± SF 97 5,000 ± SF 98 5,000 ± SF 99 6,000 ± SF 74 5,000 ± SF 109 5,000 ± SF 5,000 ± SF 110 90 100 87 5,000 ± SF 134 5,000 ± SF 133 5,000 ± SF 132 5,950 ± SF 123 122 136 137 138 6,000 ± SF 145 5,000 ± SF 121 5,000 ± SF 120 5,000 ± SF 253 5,000 ± SF 252 5,000 ± SF 254 255 263 261 260 3,560 ± SF 258 3,280 ± SF 259 3,560 ± SF 257 3,340 ± SF 256 5,000 ± SF 146 5,000 ± SF 147 5,000 ± SF 148 50'
33' 17'

PVT DRIVE A PVT DRIVE K

STREET F STREET F
40' PSE
24'
STREET 45' PSE 36'

PVT DRIVE I
PVT DRIVE J EX-USBR ESMT EX 55' R/W
18' 18'
56' R/W 10'
PSE
10'
PSE
18' 18'
46' R/W
10'
PSE PARCEL F 56' R/W 18' 18' 24' 62'
26' 12' 37'
36' 12'
26'
62' 50'
66' 21' 30' 50' 50'
66' 3,560 ± SF 3,280 ± SF 3,560 ± SF 3,280 ± SF 24' 62' 26' 12' 36' 62' 12'
26'
62' 50'
66' 50'
66' 50' 50'
66'
63' 66' 50'
100' 50'
100' 50'
100' 50'
100'
100' 50' 50'
100' 50' 50'
100' 50' 50'
100' 50'
108' 29' 22'
100' 5,000 ± SF 128 5,000 ± SF 129 5,000 ± SF 130 5,000 ± SF 131 5,000 ± SF 142 5,000 ± SF 141 5,000 ± SF 140 5,070 ± SF 139 264 7,400 ± SF 265 7,750 ± SF 266 6,120 ± SF 267 6,120 ± SF 268 6,120 ± SF 269 8,080 ± SF 35' 5 5,080 ± SF 4 5,090 ± SF 3 5,250 ± SF 2 6,020 ± SF 1 5,340 ± SF 3,660 ± SF 78 4,200 ± SF 77 4,300 ± SF 103 3,610 ± SF 102 3,600 ± SF 101 4,270 ± SF 104 4,140 ± SF 76 3,720 ± SF 75 3,680 ± SF 107 4,230 ± SF 106 4,200 ± SF 105 3,670 ± SF 108 3,600 ± SF 127 4,270 ± SF 124 4,160 ± SF 125 3,490 ± SF 126 4,390 ± SF 144 3,780 ± SF 143 6,170 ± SF 88 6,310 ± SF 89 50' 8' 11' 35' 34' 60'
100'
59' 63'
59' 63' 59'
47' 71' 60'
47'
59' 72' 62' 62'
59'
100' 70' 60' 60' 60' 60' 60' 60' 60'
95' 41' 16' 9' 63'
104'
100' 63'
100' 43' 50' 50' 50'
72'
72' 50' 7'
25'
69' 24'
69' 8' 7'
25' 24'
39' 5'
60' 5' 8' 5' 47' 5' 7' 8'
25'
69' 24' 7'25' 24'
39'
69' 51' 51'
72'
72' 50'
72' 50'
72' 24' 7' 8'
67' 62' 62'
61'
61'
49' 60'72'
67'
37' 24'
25' 7' 8' 60'
60' 5' 8' 70'
93' 4'
128' 76'
102' 76'
102' 60' 60'
102' 60' 60'
102' 60' 60'
50' 76' 42' 16' 24' 24' 24'
30' 96'
154' 62'
786' 318' 30' PSE 30' PSE

PVT DRIVE D PVT DRIVE C
PVT DRIVE E 30' PSE 30' PSE 30' PSE PVT DRIVE B 8' 92' 91' 8' 8' 15' 253' 29' 756 PARCEL E FOUNTAIN AVE (PUBLIC) 20' 20' 60' R/W 10' PSE 10' PSE 24' STREET 10'
PSE
10'
PSE PARCEL E R=40' R=30' R=500' R=480' R=520' R=40' R=40' R=40' R=26' EXISTING NON-POTABLE WELL 150' 18' 331'
56' 121' 94'
30' 37'
66' 35'
27' 102' 51' 17' 118' PARCEL N 5.20 AC (PRIVATE OPEN SPACE) 16' (PUBLIC OPEN SPACE) 40' PSE
24' 21' PSE (PRUE)
PARCEL N 20'
20' 20'
20' PCL O 0.01± AC 49' 8' 8'
25' 62'
50' 40' 110' TOP OF TOP OF BANK
CREEK SETBACK ZONE CREEK SETBACK ZONETOP OF BANK 76' R/W 30' 46' 95' 101' 5'8' 5' 5'8' 5' 60' 72' 48' 8' 60' 59'
72' 8' 88'
100' 48' 5'
72'
72' 70'
102'
11' 20' R=20' R=38' R=49' 12' PAE
55'
55' 102' 6 5,590 ± SF 32' 43'
66' 15' 5,250 ± SF 135 104' 102'66'
475' 30' 2' 220'
119' 6'
256' 19' 46' POOL R=20' R=20' R=20' R=20' R=20' R=20' R=20' R=232' R=250' R=261' 24' EVA 10' PSE 10' PSE 8' 56' R/W
18' 18' 41' 95' 20' PSE
30'
12' 18' R=20' R=20'
366' 135' RECREATION BUILDING PARCEL H (PRIVATE OPEN SPACE) 2.13 ± AC 51' 412' JACKSON TRAIL
JACKSON TRAIL NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-09 SITE PLAN - NORTHWEST

Page 152 of 287 ends

STOP STOP STOP STOP STOP STOP 50'
100'
100'
100'
100' 50' 50' 50' 50' 50' 50' 50' 50' 3'
100'
100'
100'
100'
100' 50' 50' 50' 50' 50'
100'
100'
100'
100' 50' 50' 50' 50' 50' 60' 60' 60' 60' 60'
100'
100'
100'
100'
100' 50' 50' 50' 50' 50' 110' 65' 60' 85' 5' 6' 111' 122' 25' 48' 88' 65' 6' 70' 70' 70' 70' 70' 70' 70' 70' 60' 104'
104'
104'
104'
104' 70'
110'
125' 70' 58' 68' 25' 6' 20' 6' 83' 60' 10' 60' 106' 149' 139' 65' 40' 102' 141' 95' 104' 104' 105'91' 47' 40' 95' 121' 101' 142' 88' 5' 50' 39' 100' 14' 38'
103'
103'
103'
103' 70' 70' 70' 77' 47' 70' 70' 70' 94' 63' 113' 129' 33' 11' 12' 52' 51' 50' 60' 125' 106' 50' 74' 67' 18' 14' 11' 61' 48' 5' 30' 8' 58' 5' 102' 7' 15' 124' 100' 8' 48' 5' 11' 5' 7,410 ± SF 8,260 ± SF 11,560 ± SF 7,210 ± SF 9,460 ± SF 5,950 ± SF 7,840 ± SF 5,940 ± SF9,840 ± SF 6,230 ± SF 6,220 ± SF 6,660 ± SF 10,610 ± SF 12,160 ± SF 7,320 ± SF 10,120 ± SF 7,240 ± SF 13' 106' 103' 18' 5' 5' 8' 11' 0.36 ± AC 1.39 ± AC STREET A STREET B STREET C STREET D COURT A COURT B SORREL DRIVE (PUBLIC OPEN SPACE) 20' 20' 60' R/W 22' PSE 18' 18' 56' R/W 10' PSE 27 28 31 38 45 46 190189 7,280 ± SF 19 7,280 ± SF 20 7,280 ± SF 21 7,280 ± SF 22 7,280 ± SF 23 7,210 ± SF 29 7,210 ± SF 30 6,000 ± SF 74 6,000 ± SF 73 6,000 ± SF 72 6,000 ± SF 71 6,000 ± SF 70 5,000 ± SF 109 5,000 ± SF 110 5,000 ± SF 111 5,000 ± SF 112 5,000 ± SF 113 5,000 ± SF 117 5,000 ± SF 121 5,000 ± SF 120 5,000 ± SF 119 5,000 ± SF 118 5,000 ± SF 150 5,000 ± SF 147 5,000 ± SF 148 5,000 ± SF 149 7,560 ± SF 1556,580 ± SF 156 6,600 ± SF 56 7,170 ± SF 57 9,300 ± SF 55 5,080 ± SF 37 5,000 ± SF 36 35 34 33 42 43 44 41 5,000 ± SF 151 24 25 26 EX 54' GAS ESMT 18' 18'
56' R/W 10'
PSE
10'
PSE
18' 18'
56' R/W 10'
PSE
10'
PSE
18' 12'
10'
PSE 18' 18' 56' R/W PSE 10'
18' 18'
66' R/W 10'
PSE 20' 20' 60' R/W 22' PSE EX 54' GAS ESMT 20'± 20'± EX 60' R/W 22' PSE EX 54' GAS ESMT PARCEL C PARCEL B 51' 224' 229' 123'0.40 ± AC PARCEL A EX 50' PGE ESMT EX 10' PSE POTENTIAL OFFER OF DEDICATION TO MHUSD OFFER OF DEDICATION TO PUBLIC PARK OFFER OF DEDICATION TO PUBLIC PARK (JACKSON PARK PUBLIC OPEN SPACE) 5,420 ± SF 32 5,030 ± SF 114 10,640 ± SF 154 3,720 ± SF 3,680 ± SF 3,670 ± SF 108 4,280 ± SF 116 4,190 ± SF 115 4,060 ± SF 153 4,420 ± SF 152 3,980 ± SF 69 3,030 ± SF 68 3,820 ± SF 673,820 ± SF 663,820 ± SF 61 3,030 ± SF 62 3,030 ± SF 65 3,980 ± SF 643,980 ± SF 633,980 ± SF 58 3,030 ± SF 59 3,820 ± SF 60 100' 53' 8' 94' 60' 60' 50' 6' 8' 98'110' 73' 8' 5' 98' 60' 110' 50' 80' 80' 50' 38' 8' 8' 24' 67' 37' 68' 62' 25' 16' 52' 25' 16' 62' 68' 37' 38' 8' 24' 8' 67' 50' 79' 50' 80' 50' 80' 50' 24' 8' 8' 38' 37' 16' 25' 62' 52' 62' 25' 16' 68' 37' 67' 38' 8' 24' 8' 50' 80' 50' 80' 60' 60' 60' 60' 60' 100'
59' 69' 72'
100' 50' 29' 22' 60'
54' 50'
77'
72' 49' 15'
108' 50' 47'
100' 100' 7' 50' 24'
25' 8' 8' 7'
25' 24' 48' 79' 104' 62' 23' 60' 100'25' 24' 24' 53' 215' 8' 453' 6' 11' 58' 103' 68' 40' 8,220 ± SF 39 8,650 ± SF 40 77' 5' 130' 103' 70' 40' 107' 19' 109' 91' 70' 13'64' 58' 60' 30' PSE 30' PSEPVT DRIVE G PVT DRIVE H 60' 105' 100'
40' R/W 57' 274' 39' 8' 0.43 ± AC (PUBLIC OPEN SPACE) PARCEL E 10' PSE 10' PSE 36' 46' 36' 46' R=250' R=250'R= R=250' 250' R= R=250' R=42' R=36' R=26' R=54' R=36' R=26' R=26' R=36' R=268' R=232' R=230' R=270' R=230' R=270' R=268' R=232' R=232' R=268' 49' PVT
DRIVE F 50' 50' 49' 8' 6' 98' R=20' R=20' R=20' R=20' R=20' R=232' R=250' 119' EX 30' PSE EX 20' PSE 5' EX 50' PGE ESMT 77' R=262' R=20' 71' 51' 45' 42' 20' 17'
82' 30' 41' 36'
205' 30' 5' 42' 39' 53' 33'
10' PARCEL D (PRIVATE OPEN SPACE) 1.01 ± AC EX 15' PGE ESMT TO BE ABANDONED NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-10 SITE PLAN - NORTHEAST

Page 153 of 287 ends

JACKSON TRAIL
STOP
STOP STOP 50' 48'
3'
5' 50' 50'
28'
5'
150'
111'
111'
111'
101'
101'
101'
101'
101'
101'
53' 72' 60' 60' 60' 50' 50' 50' 37'
72'
103' 72' 60' 60' 60' 60' 50' 50' 50' 50'
62' 50' 50' 50' 50' 50' 50' 50' 100' 100' 100' 100' 100' 100' 100' 50' 50' 50' 50' 50' 50' 50' 51' 12' 93'
11'
30'
12'
91'
103'
103'
103'
103'
6' 55' 55' 55' 18'
32' 12' 6,190 ± SF 5,000 ± SF STREET C

STREET I

STREET H STREET E BARRETT AVE
(PRIVATE OPEN SPACE) 0.16 ± AC PVT STREET J 18' 18' 10' 56' R/W PSE 262 35' 36'
21'
23'
19'
156' 5'
6'
5'
47' 5,000 ± SF 253 5,000 ± SF 252 5,000 ± SF 251 5,000 ± SF 250 5,000 ± SF 249 5,000 ± SF 248 247 5,000 ± SF 254 255 7,000 ± SF 232 5,670 ± SF 233 5,670 ± SF 234 5,050 ± SF 241 5,050 ± SF 240 5,000 ± SF 239 5,080 ± SF 238 6,060 ± SF 243 6,060 ± SF 245 244 242 6,660 ± SF 6,270 ± SF 246 7,990 ± SF 237 8,280 ± SF 263 261 260 3,560 ± SF 258 3,280 ± SF 259 3,560 ± SF 257 3,340 ± SF 256 5,670 ± SF 235 40' PSE PVT DRIVE K
24'
STREET 24'
STREET
50' PSE
8'
36'

PVT DRIVE I
PVT DRIVE J PVT DRIVE L EX 55' R/W
18' 18'
46' R/W
10'
PSE 0.14 ± AC (PVT OPEN SPACE) PCL J PCL I EXISTING PSE STORM DRAIN/RETENTION BASIN EASEMENT (TO BE QUITCLAIMED) EX 36'
PUBLIC

ST ESMT
(TO BE
QUITCLAIMED)
EX 30'

OFFER OF

DEDICATION
18' 18'
56' R/W 105'
30' FUTURE R/W
BY OTHERS 24' 62'
26' 12' 37'
36' 12'
26'
62' 50'
66' 21'
30' 50' 50'
66' 3,560 ± SF 3,280 ± SF 3,560 ± SF 3,280 ± SF 24' 62' 26' 12' 36' 62' 12'
26'
62' 50'
66' 50'
66' 50' 50'
66'
63' 66' 50' 50' 50'
29' 22' 50' 10'
100' 11'
50'
99' 60'
100' 60' 60'
100' 60' 60'
100' 60' 60'
100' 60' 60'
100' 60' 60'
100' 60' 60'
100' 60' 60'
100' 60' 57'
100' 57' 5,700 ± SF 289 6,000 ± SF 290 6,000 ± SF 291 6,000 ± SF 292 6,000 ± SF 293 6,000 ± SF 294 6,000 ± SF 295 6,000 ± SF 296 6,000 ± SF 297 6,010 ± SF 298 264 7,400 ± SF 265 7,750 ± SF 266 6,120 ± SF 267 6,120 ± SF 268 6,120 ± SF 269 8,080 ± SF 274 7,680 ± SF 273 6,060 ± SF 272 6,060 ± SF 271 6,060 ± SF 270 6,690 ± SF 275 7,700 ± SF 276 6,070 ± SF 277 6,070 ± SF 278 6,070 ± SF 279 6,030 ± SF 284 7,590 ± SF 283 6,000 ± SF 282 6,000 ± SF 281 6,000 ± SF 280 5,950 ± SF 285 7,650 ± SF 286 8,560 ± SF 287 7,650 ± SF 288 6,420 ± SF 4,390 ± SF 144 3,780 ± SF 14362' 61'
61'
49' 60'
9'
146' 13' 70'
93' 4'
128' 76'
102' 76'
102' 60' 60'
102' 60' 60'
102' 60' 60'
50' 76'
42' 16'
101' 76'
101'
101'
101'
101'
56' 60' 60' 60' 44'
101' 76' 76'
101' 60' 60' 60'
101'
101' 60' 60' 60'
8'5' 89' 60'
100'
100'
100'
100'
100' 76' 60' 60' 60'
83' 5' 75' 80' 75'
102'
107' 75' 80' 75' 58'
102'
107'
107'
102'
102'
107' 2'

0.48 ± AC
(PUBLIC OPEN SPACE)
30' 96'
50'
40' 37'
211' 123'
10'
402' 46'
55'
154' 62' 318' 30' PSE 30' PSE
5' 18' PVT STREET K PVT STREET L

PVT STREET M
8' 92' 91'
8'
8' 15' 253'
29'
756
PARCEL G 10' PSE
10'
PSE
10'
PSE
29'
STREET
41' R/W 10' PSE
10' PSE 10' PSE PARCEL E
26'
EVA 20' EVA
R=40' R=30'
R
=250' R=250'
R
=
250' R
=
250'
R=30' R=40'
R
=232' R=232' R
=268' R=268' R=238'
R=30' R=60' EXISTING NON-POTABLE WELL
51'
118'
PCL M(PVT OS) 0.02 ± AC

PARCEL N
(PRIVATE OPEN SPACE)
5'
5'
5'
13' 5'
16' 249'
110'
552' 16'
486' 16' (PUBLIC OPEN SPACE)
(PRUE)
R=30'
PARCEL N 20'
20' 20'
20' PCL O 0.01± AC 49' 62'
50' 100'
40' 110'
R
=
230' R
=
230' R
=
269' R
=
269'
10'
PSE
CREEK SETBACK ZONE TOP OF BANK 76' R/W 30' 46'
5'
5' 56'
8'
72' 70'
102'
5'
14' 5' 30'
101' 48'
6' 44'
5' 13' 10'
95' 5'
8' 3' 20' 6'
R
=
20'
R=20
R
'
=20'
R=20' R=20'
R=20' R=20'
R
=20' R=38' R=49' 11' 51' 7,040 ± SF 236 24' 30'
2' 220'
119' 6'
256'
48'
57'
97'
102' 24'
46' POOL
10'
PSE
10' PSE
R=232' R=250' R=261' R=268' R=250' R=239' 39' R/W 24' EVA 10'
PSE
40'
14' 26'
66' R/W 60'
10' PSE
R=46'
R=20'
60' R/W
20'
20'
41' R/W
29'
STREET
26'
EVA
56' R/W
18' 18'
30'
12' 18'
R=20' R
=20'
R=20' R=20'
366'
135' RECREATION BUILDING PARCEL H (PRIVATE OPEN SPACE) 2.13 ± AC 51' 412' NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-11 SITE PLAN - SOUTHWEST JACKSON TRAIL

JACKSON TRAIL

Page 154 of 287 ends

STOP
STOP
Ø70.0'
5' 50' 50' 50' 50' 50' 50'
60'
85'
5'
6'
111'
122'
25'
48'
88'
110'
110'
110'
110'
110'
110'
110'
110'
50'
50'
6'
48'
50'
50'
50'
50'
50'
50'
50'
98'
8'
27' 50' 23'
5'
214'
50'
165'
50'
50'
50'
50' 119'
85'
115' 57'
105'
105'
105'
105'
105'
105'
105'
105'
105'
106'
6'
46'
66'
109' 38' 50' 50' 50' 50' 50' 50' 22' 31'
49'
49'
108' 50' 54' 50' 50' 50' 50' 50' 50' 45'
23'
28'
40'
105'
100'
100'
100'
100'
101' 56' 50' 60' 60' 42'
19' 85' 94' 99' 5' 50' 60' 60' 45'
102'
100' 54'
10'
66'
66'
49'
100'
5'
105'
28'
5'
150'
24'
20'
101'
101'
101'
53' 50' 50' 37'
72'
103' 50' 50' 50'
103'
103' 55' 55'
106'
65'
40'
102' 75'
40'
57'
100'
100'
100'
100'
50'
50'
50'
50'
74'
67'
18'
50'
50'
50'
50'
60'
6' 8' 15' 5,850 ± SF 6,160 ± SF 6,160 ± SF 5,460 ± SF 6,580 ± SF 5,500 ± SF 14,370 ± SF 14,960 ± SF 5,730 ± SF 7,280 ± SF 5,930 ± SF 5,910 ± SF 5,210 ± SF 7,320 ± SF 5,000 ± SF 7,540 ± SF 111'
50'
50' STREET C STREET E

STREET D

STREET G
STREET I 0.16 ± AC (PVT OPEN SPACE)
(PRIVATE OPEN SPACE) 0.16 ± AC
20' 20'
10'
PSE
10'
PSE 162 161 160 53 190189 35'
36'
21'
23'
19'
156' 5'
6'
5'
47' 5,000 ± SF 5,670 ± SF 234 5,050 ± SF 241 5,050 ± SF 240 5,000 ± SF 239 5,080 ± SF 238 237 8,280 ± SF 5,250 ± SF 303 5,250 ± SF 304 5,250 ± SF 305 5,250 ± SF 306 5,250 ± SF 307 5,240 ± SF 308 5,520 ± SF 309 5,800 ± SF 310 6,500 ± SF 311 302 301 300 299 5,000 ± SF 5,000 ± SF 5,000 ± SF 5,000 ± SF 5,000 ± SF 1885,000 ± SF 1875,000 ± SF 1867,050 ± SF 185 7,560 ± SF 1556,580 ± SF 156 5,500 ± SF 525,500 ± SF 515,500 ± SF 505,500 ± SF 495,500 ± SF 485,500 ± SF 47 5,000 ± SF 166 6,000 ± SF 165 6,000 ± SF 167 164 163 168 169 170 5,530 ± SF 1585,530 ± SF 159 157 6,550 ± SF 54 6,600 ± SF 569,300 ± SF 55 5,670 ± SF 235 BARRETT AVE 5,000 ± SF 50' 8'
18' 18'
46' R/W
10'
PSE
18' 12'
10'
PSE
18'
18' 56' R/W
10' PSE
10' PSE
18' 18'
56' R/W 10'
PSE
18' 18'
56' R/W
PSE
10'
PSE
10'
20'±
20'± EX 60' R/W
22' PSE
EX 54' GAS ESMT
20'±
20'± EX 60' R/W
22' PSE
EX 54' GAS ESMT 0.14 ± AC (PVT OPEN SPACE) PCL J PCL I PARCEL K 0.16 ± AC (PRIVATE OPEN SPACE) PCL L EX 54' GAS ESMT
EX 10' PSE
18' 18'
56' R/W
30' FUTURE R/W

BY OTHERS

EX CL TO BE REALIGNED EX-R/W TO BE ABANDONED
24'
R=35' 17,680 ± SF 312 8,690 ± SF 313 8,100 ± SF 314 7,690 ± SF 315 7,550 ± SF 316 7,550 ± SF 317 7,550 ± SF 318 7,550 ± SF 319 9,480 ± SF 320 72'
19'
67' 106' 35'
55'89' 70'
108' 70' 70'
108' 70' 70'
108' 70' 70'
108' 70' 45' 24'
108' 73' 70'
108' 78'
70'
113' 79'
155'
124'
123' 136' 50' 10'
100' 11'
50'
99' 60'
100' 60' 60'
100' 60' 60'
100' 60' 6,000 ± SF 295 6,000 ± SF 296 6,000 ± SF 297 6,010 ± SF 298 111'
50'
50'
59'
54'
50'
50'
101' 4,390 ± SF 144 3,780 ± SF 143 4,060 ± SF 153 4,420 ± SF 152 6' 8'
98'
60'
110'
73'
8' 5'
98'
60' 62'
61'
61'
49' 60'
48'
79'
23'
60' 7'
9' 12'
146' 13'
100'
40' R/W
57' 274'
39'
8' 92' 91'
8'
8' 253' 756 0.43 ± AC (PUBLIC OPEN SPACE) PARCEL E
56' R/W
R=42'
R
=250' R=250'
R
=
450' R
=
450'
R=50'
R
=
25 0' R
=
25 0'
R
=
250' R
=
250'
R
=232' R=232' R
=268' R=268' R=238' R
=
468' R
=
468' R
=
432' R
=
432'
R=62'
R=54'
R
=960'
R
=
920'
R
=
270' R
=
230'
R=30'R=30' R=60'
R=30' R=60' R=30' 49'
R=940'
50'
60' R/W
R
=
230' R
=
230' R
=
269' R
=
269'
8' 6'
98'
5'
111'
48'
105'
5'
R=20' R
=20'
R=20' R=20'
R=20' R=20'
R
=
20'
R=20'
R
=232' R=232' R
=250' R=250' 51' 7,040 ± SF 236 24' 30'
2' 220'
119' 6'
256'
48'
57'
97'
102' 24' POOL
10'
PSE
10' PSE 24' EVA
10'
PSE
72' EX STREET

ESMT TO

BE ABANDONED
EX 30' ESMT PSE PSE
77'
60' R/W
20'
20'
51'
45' 42' 20'
17'
30'
12' 18'
30' 5' 42'
39'
53' 33'
10'
R=32'
R=20' R=20'
366' RECREATION BUILDING PARCEL H (PRIVATE OPEN SPACE) 2.13 ± AC NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-12 SITE PLAN - SOUTHEAST

Page 155 of 287 ends

NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-13 EXISTING CONDITIONS

Page 156 of 287 ends

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/24/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001
PD-14

STREET SECTIONS
56' STREET (PUBLIC)
(PARKING BOTH SIDES)

NO SCALE
11'

TRAVEL LANE
11'

TRAVEL LANE
7' PARKING
FC 36' STREET FC
7' PARKING
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE
5' LS 5' SWK
10' PSE R/W 56' R/W R/W
5' SWK 5' LS

STREETS A THROUGH H

PRIVATE STREET J

SWK PER CITY STD
DWG NO. A-4

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
46' STREET (PUBLIC)
(PARKING BOTH SIDES)

NO SCALE
11'

TRAVEL LANE
11'

TRAVEL LANE
7' PARKING
FC 36' STREET
7' PARKING
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE
8' MULTI-USE
TRAIL
5' LS
R/W 46' R/W R/W
5' SWK

STREET C

SWK PER CITY STD
DWG NO. A-4

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
18' PSE
24' STREET (PRIVATE)

NO SCALE

PRIVATE DRIVE B & K
CURB & GUTTER PERCITY STD DWG NO. A-3
FC
30' PSE
12'

TRAVEL LANE
FC
12'

TRAVEL LANE
PL
24' STREET

SWK PER CITY STD
DWG NO. A-4

MODIFIED SPILL C&G
6' SWK
39' STREET (PRIVATE)
(PARKING ONE SIDE)

NO SCALE PRIVATE STREET M
49' STREET (PRIVATE)
(PARKING ONE SIDE)

NO SCALE
11'

TRAVEL LANE
FC 29' STREET
7' PARKING

CURB & GUTTER PER
CITY STD DWG NO. A-3
6' SWK
10' PSE R/W 41' R/W

PRIVATE STREET K

SWK PER CITY STD
DWG NO. A-4
11'

TRAVEL LANE
11'

TRAVEL LANE
11'

TRAVEL LANE
7' PARKING
FC 29' STREET FC
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE
5' LS
R/W
5' SWK 5' PSE

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
39' R/W R/W
66' STREET (PUBLIC)
(PARKING BOTH SIDES)

NO SCALE
11'

TRAVEL LANE
11'

TRAVEL LANE
7' PARKING
FC 36' STREET FC
7' PARKING
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE
5' LS 8' SWK
R/W 66' R/W R/W
5' SWK 12' LS

COURT A

SWK PER CITY STD
DWG NO. A-4

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
24' STREET (PRIVATE)
(NO PARKING)

NO SCALE
12' TRAVEL LANE

FC/PL FC/PL
12' TRAVEL LANE
24' STREET
30' PSE
3'

PRIVATE DRIVES C THROUGH J

MODIFIED CURB
& GUTTER

MODIFIED CURB
& GUTTER
26' STREET (PRIVATE)
(NO PARKING)

NO SCALE
13' TRAVEL LANE

FC/PL FC/PL
13' TRAVEL LANE
26' STREET
32' PSE
3'

PRIVATE DRIVE N THROUGH P

C&G PER CITY STD DWG
NO. STR-12
34' STREET (PRIVATE)
(PARALLEL PARKING ONE SIDE)

NO SCALE
13' TRAVEL LANE

FC/PL FC/PL
13' TRAVEL LANE 3'
34' STREET
40' PSE

PRIVATE DRIVE N & P

CURB & GUTTER PER CITY
STD DWG NO. STR-12.
8' PARKING
10' PSE
3' 3'
3'
26' STREET (PRIVATE)
(NO PARKING)

NO SCALE
13' TRAVEL LANE

FC/PL FC/PL
13' TRAVEL LANE
26' STREET
32' PSE
3'

PRIVATE DRIVE M, Q, & R

C&G PER CITY STD DWG
NO. STR-12. MODIFIED

C&G AT DWY
3'

VERTICAL CURB

WITH FLUSH

CURB AT DWY
40' STREET (PUBLIC)
(PARKING ONE SIDE)

NO SCALE
11'

TRAVEL LANE
12'

TRAVEL LANE
7' PARKING
FC 30' STREET
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE
8' MULTI-USE
TRAIL
5' LS
R/W 40' R/W R/W
5' SWK

STREET C

SWK PER CITY STD
DWG NO. A-4 SWK PER CITY STD DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
24' PSE

PRIVATE STREET L
PL

C&G PER CITY STD DWG
NO. STR-12. MODIFIED
C&G AT DRIVEWAYS.

C&G PER CITY STD DWG
NO. STR-12. MODIFIED

C&G AT DWY
24' STREET (PRIVATE)

NO SCALE

PRIVATE DRIVE A
CURB & GUTTER PERCITY STD DWG NO. A-3
FC
30' PSE
12'

TRAVEL LANE
FC
12'

TRAVEL LANE
PL
24' STREET

SWK PER CITY STD
DWG NO. A-4

MODIFIED SPILL C&G
6' SWK
10' PSE 5' PL
PSE
24' STREET (PRIVATE)

NO SCALE

PRIVATE DRIVE L
CURB & GUTTER PERCITY STD DWG NO. A-3
FC
50' PSE
12'

TRAVEL LANE
FC
12'

TRAVEL LANE
PL
24' STREET 6' PL
SWK

VERTICAL CURB
10' 10'
FC
CURB & GUTTER PERCITY STD DWG NO. A-3
6' SWK
R/W 10' PSE

SWK PER CITY STD
DWG NO. A-4

STREET A

STREET B (WEST) STREET B (EAST)

STREET C

STREET E

STREET D

COURT A

COURT B SORREL DRIVE

STREET G

STREET I

STREET H

BARRETT AVE

PVT STREET J

HILL ROAD

FOUNTAIN AVE

STREET F

BARRETT AVE

PVT STREET L PVT STREET M

PVT STREET K

Page 157 of 287 ends

NEW HORIZONS

BY MORGAN HILL DEVCO, LLC

AT MORGAN HILL
JOB NO. 202013-001
DATE 3/24/2023

SCALE AS SHOWN
Development Process Consultants camp & camp associates inc.

ZA2021-0001
PD-15

STREET SECTIONS
EX 60' STREET (PUBLIC)
(PARKING BOTH SIDES)

NO SCALE
EX 12'±

TRAVEL LANE
EX 12'±

TRAVEL LANE
EX 8'±

PARKING
EX 40'± STREET
EX
FC
EX
FC
EX 8'±

PARKING
22' PSE
5'
R/W EX 60' R/W R/W

EX SORREL DRIVE

SWK PER CITY STD
DWG NO. A-4

EX CURB & GUTTER
5' SWK
60' STREET (PUBLIC)
(PARKING ONE SIDE)

NO SCALE
40' STREET FC FC
5' SWK 5'
BARRETT AVE; LOT 294 TO TRAIL

CONNECTION

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
CURB & GUTTER PERCITY STD DWG NO. A-3
60' STREET (PUBLIC)
(PARKING BOTH SIDES)

NO SCALE
FC 40' STREET FC
5' SWK 5' LS

BARRETT AVENUE
( STREET I TO SORREL DRIVE)

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
CURB & GUTTER PERCITY STD DWG A-3
5' LS 5' SWK

SWK PER CITY STD
DWG NO. A-4
60' R/W
EX 24'± ROADWAY
EXISTING 55' R/W EX USBR EASEMENT
(WIDTH VARIES) EP 37' STREET BC
EX 12'±

TRAVEL LANE
15'

TRAVEL LANE
10'

TURN LANE
CURB & GUTTER PERCITY STD DWG NO. A-3
8' MULTI-USE
TRAIL

7.5'
LS
76' STREET (PUBLIC)
(NO PARKING)
NO SCALE HILL RD (INTERIM) 60' STREET (PUBLIC)
(PARKING BOTH SIDES)

NO SCALE
12'

TRAVEL LANE
12'

TRAVEL LANE
8' PARKING
FC 40' STREET FC
8' PARKING

CURB & GUTTER PER
CITY STD DWG NO. A-3
10' PSE
5' SWK 5'
22' PSE R/W 60' R/W R/W
5'

SORREL DRIVE

SWK PER CITY STD
DWG NO. A-4

SWK PER CITY STD
DWG NO. A-4
CURB & GUTTER PERCITY STD DWG NO. A-3
5' SWK
EX 30' PSE
EX 5'±
SWK
54' EX GAS ESMT
10' PSE R/W R/W 10' PSE
10' PSE R/W 36' R/W R/W
18'

TRAVEL LANE
8' PARKING 14'

TRAVEL LANE
12'

TRAVEL LANE
8' PARKING 12'

TRAVEL LANE
8' PARKING
EX 5'±
LS

PROJECT
SITE
EX 30' IRREVOCABLE OFFER OF DEDICATION

TO COUNTY OF SANTA CLARA FOR PUBLIC ST

PROJECT
BNDY

PROJECT
SITE

R/W R/W
76' STREET (PUBLIC)
(NO PARKING)

NO SCALE STREET I
20'

TRAVEL LANE
20'

TRAVEL LANE
40' STREET FC FC
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE
5' LS 5' SWK
R/W
5' SWK 5' LS

SWK PER CITY STD
DWG NO. A-4

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
10' PSE 60' R/W R/W
54' EX GAS ESMT
20' EMERGENCY VEHICLE ACCESS
(NO PARKING)

NO SCALE EVA
20' EVA
8' MULTI-USE
TRAIL
60' STREET (PUBLIC)
(PARKING BOTH SIDES)

NO SCALE
12'

TRAVEL LANE
12'

TRAVEL LANE
8' PARKING
FC 40' STREET FC
8' PARKING
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE
5' LS 5' SWK
R/W 60' R/W R/W 10' PSE
5' SWK 5' LS

FOUNTAIN AVENUE

SWK PER CITY STD
DWG NO. A-4

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
21'
PROPOSED 76' R/W
10' PSE
26' STREET (PRIVATE)
(NO PARKING)

NO SCALE
13' TRAVEL LANE

FC/PL FC
13' TRAVEL LANE
26' STREET

38.4' PSE
5' SWK

PRIVATE DRIVE S

C&G PER CITY STD DWG
NO. STR-12
3'

C&G PER CITY STD DWG
NO. STR-12

SWK PER CITY STD
DWG NO. A-4
PL
16'

5.5'
60' STREET (PUBLIC)
(PARKING ONE SIDE)

NO SCALE
40' STREET FC FC
5'
BARRETT AVE; TRAIL CONNECTION

TO HILL ROAD

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE R/W 36' R/W R/W
18'

TRAVEL LANE
8' PARKING 14'

TRAVEL LANE
EX 30' IRREVOCABLE OFFER OF DEDICATION

TO COUNTY OF SANTA CLARA FOR PUBLIC ST

PROJECT
BNDY

PROJECT
SITE 16'
8' MULTI-USE
TRAIL
60' STREET (PUBLIC)
(PARKING ONE SIDE)

NO SCALE
40' STREET FC FC
5' SWK 5'
BARRETT AVE; TRAFFIC CIRCLE TOLOT 294

SWK PER CITY STD
DWG NO. A-4

CURB & GUTTER PER
CITY STD DWG NO. A-3
CURB & GUTTER PERCITY STD DWG NO. A-3
10' PSE R/W 36' R/W R/W
18'

TRAVEL LANE
8' PARKING 14'

TRAVEL LANE

PROJECT
BNDY

PROJECT
SITE
FUTURE
R/W 30' FUTURE R/W

DEDICATION BY OTHERS
16'

Page 158 of 287 ends

PAD 357.8 PAD 359.5 PAD 359.8 PAD 360.0 PAD 360.7 PAD 360.9 PAD 361.5 PAD 361.8 PAD 362.5 PAD 362.7 PAD 364.0 PAD 364.6 PAD 366.6 PAD 361.2 PAD 361.7 PAD 360.4 PAD 360.7 PAD 358.0 PAD 357.5 LIMIT OF GRADING LIMIT OF GRADING 0.5% 2.2% 0.6%

2.5% 2.5%

2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5%

2.5% 2.5%

2.5% 2.5% PAD 355.9 PAD 355.9 PAD 355.9 PAD 355.9 PAD 355.4 PAD 355.4 PAD 355.4 PAD 355.4 2.5% 2.5% 0.5% 1.0%

0.7% 0.5% 1.2%

0.5% PAD 354.2 PAD 354.4 PAD 354.9 PAD 355.3 0.8% EVC 362.5 BVC 361.2 BVC 362.0 EVC 358.2 BVC 355.2 356.8 BOW 355.1 EVC 361.2 360.08BVC 359.8 LP359.5 EVC 359.7 EVC 359.6 BVC 358.7 GB355.3 BVC 357.2 LP357.0 EVC 357.4 GB358.0 GB 354.5 355.8 GB 360.1 TC 354.5 BOW 354.3 TC354.2

1.9' WALL

1.3' WALL

0.4%

2.5% 1.5' WALL 1.5' WALL 1.5' WALL BOW 354.6 GB 355.8 TVC 356.5 BOW 355.3 GB 355.8 TVC 356.5 STREET A STREET B STREET C FOUNTAIN AVE (PUBLIC) PVT DRIVE A PRVT DRIVE K

STREET F STREET F

3.0% 0.5%

1.2% 0.5% LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING EXISTING DRIVEWAYEXISTING DRIVEWAY

PVT DRIVE E
PVT DRIVE F 7 8 1 262 9 10 11 12 13 14 15 16 17 18 123 122 145 253 252 254 255 263 261260 258 259 257256 146 PARCEL F PAD 361.7 78 PAD 361.9 77 PAD 359.4 102 PAD 359.4 103 PAD 358.4 101 PAD 358.4 104 PAD 364.6 76 PAD 365.2 75 PAD 363.4 106 PAD 363.5 107 PAD 360.7 105 PAD 360.7 PAD 357.2 2 PAD 356.9 3 PAD 356.9 4 PAD 356.9 5 PAD 358.8 100 PAD 358.3 99 PAD 357.8 98 PAD 357.3 97 PAD 356.8 96 PAD 356.3 95 PAD 356.0 94 PAD 355.8 93 PAD 355.7 92 PAD 355.5 91 PAD 356.5 90 PAD 357.1 89 PAD 361.8 79 PAD 361.4 80 PAD 361.1 81 PAD 360.7 82 PAD 360.3 83 PAD 360.0 84 PAD 359.6 85 PAD 358.3 86 PAD 358.7 87 PAD 357.1 88 PAD 358.0 127 PAD 359.0 126 PAD 357.7 143 PAD 358.2 144 PAD 359.0 125 PAD 358.0 124 PAD 358.8 128 PAD 358.3 129 PAD 357.8 130 PAD 357.3 131 PAD 356.8 132 PAD 356.3 133 PAD 356.0 134 PAD 355.7 136 PAD 357.0 142 PAD 356.5 141 PAD 356.1 140 PAD 355.7 139 PAD 356.1 138 PAD 356.0 137 PAD 355.0 265 PAD 355.3 266 PAD 355.6 267 PAD 355.9 268 PAD 356.2 269 353.9 BVC 355.2 HP 355.3 EVC 354.9 2.5% 0.5% PAD 355.0 264 354.4 0.6% BOW 354.2 TC354.8

2.5% TVC 360.0 BOW 358.4

1.0% TVC 364.1 BOW 360.5

3.0% BOW 358.4

0.5% TVC 359.7

1.6' WALL

2.2' WALL 1.7' WALL 1.0' WALL 2.6' WALL 3.9' WALL 3.5' WALL 3.9' WALL 1.3' WALL 1.8' WALL 1.4' WALL

2.0%
MIN EXISTING WELL PARCEL N PCL O GB358.8 1.3' WALL 2.7' WALL 2.3' WALL 2.5' WALL 1.2' WALL 1.7' WALL

2.4' WALL 1.0' WALL 3.0' WALL 357.8 223 PAD 355.5 222 PAD 355.5 221 PAD 356.0 220 PAD 356.0 219 PAD 356.8 218 PAD 356.8 198 PAD 357.6 199 PAD 357.6 200 PAD 357.7 201 PAD 357.7 202 PAD 357.9 203 PAD 357.9 204 PAD 358.1 214 PAD 357.5 215 PAD 357.5 216 PAD 357.2 217 PAD 357.2 224 PAD 354.1 225 PAD 354.1 226 PAD 353.8 227 PAD 353.8 355.3 355.6 BOW 353.7 BOW 356.7 357.5

2.5% 357.5

2.5% 2.5% 2.5% 2.0% 2.5% 2.5% 355.2 356.9 357.8

0.8%

0.4% 0.4% 1.4% PAD 356.8 6 135 2.5% LP TC 354.0 PAD 355.8 PRIVATE STREET J PVT DRIVE B PVT DR Q

PVT DR P
PVT DR R JACKSON TRAIL JACKSON TRAIL NEW HORIZONS BY MORGAN HILL DEVCO, LLC AT MORGAN HILL JOB NO. 202013-001 DATE 3/24/2023 SCALE AS SHOWN Development Process Consultants camp & camp associates inc. ZA2021-0001 PD-16 PRELIMINARY GRADING - NORTHWEST GRADING NOTES 1. ALL PROPOSED GRADES SHOWN ON THIS PRELIMINARY GRADING PLAN ARE PRELIMINARY AND SUBJECT TO REFINEMENT DURING FINAL DESIGN. 2. TREE NUMBERS REFER TO THE ARBORIST'S REPORT FOR THIS PROJECT. SEE REPORT FOR MORE INFORMATION. GRADING LEGEND APPROXIMATE PAD ELEVATION APPROXIMATE SPOT ELEVATION SLOPE POSSIBLE RETAINING WALL ANTICIPATED STREET SLOPE EMERGENCY OVERLAND RELEASE APPROXIMATE LIMITS OF MASS/ROUGH GRADING EXISTING CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR TREE TO SAVE (PROTECT IN PLACE) TREE TO BE REMOVED P 357.8 352.6 1.5%

Page 159 of 287 ends
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