Agenda packet — Morgan Hill City Council, November 20, 2024 (part 3 of 4)

Page | 8 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation o A qualified biologist shall monitor the owls
for at least three days prior to construction as
well as during construction.
o If the biologist observes no change in the
owls’ nesting or foraging behavior,
construction activities may proceed.
o If changes in the owls’ behavior as a result of
work activities are observed, activities shall
cease within 250 feet of the active burrow
location(s). Work activities may resume when
the burrows are no longer occupied.
o If monitoring indicates that the burrow is no
longer in use by owls, the disturbance-free
buffer may be removed.

Impact BIO-3: The project could impact roosting bats during construction. (Less than Significant Impact with Mitigation Incorporated) MM BIO-3.1: A pre-activity survey for day-roosting bats shall be conducted prior to the onset of demolition of
existing buildings or ground-disturbing activities within 100 feet of existing buildings. A qualified biologist will conduct a survey for evidence of bat use within suitable habitat. If evidence of use is observed, but the biologist is unable to determine whether or not the roost is occupied at that time, a dusk acoustic survey may be necessary to determine if bats are present and to identify the specific location of any bat colony. If no active bat day roost is located, no further measures are necessary. The report
indicating the result of the survey shall be submitted to the satisfaction of the Development Services Director or Director’s designee prior to initiation of construction activities (demolition or ground-disturbing activities).

If an active day roost is located during the maternity
season (March 15 to July 31), the biologist will attempt to determine whether the roost is occupied by nonbreeding
The applicant is responsible
for ensuring construction
activities avoid roosting bats
to the extent feasible.

The applicant is responsible
for ensuring pre-activity
surveys are completed by a
qualified biologist and
ensuring any construction
buffer zone is implemented
and maintained during
construction activities, as
described in MM BIO-3.1.

If burrowing owls are present
during non-breeding season
All measures will be required
as part of the development
permit. All measures will be
printed on all construction
documents, contracts, and
project plans prior to issuance
of any grading and/or building
permits.

Director of Development
Services Department or
Director’s designee.

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Page | 9 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation bats (e.g., a bachelor roost consisting of males) or
whether the roots is occupied by females with young. If females with young are present, a disturbance-free buffer zone (determined by a qualified bat biologist) shall be implemented until July 31, or until the young are able to fly independently (whichever occurs first).

If a non-maternity roost is present during the maternity season, or during the nonmaternity season, the
individuals shall be safely evicted between August 1 and October 15 or between February 15 and March 16 under
the supervision of, and following eviction methods
developed by, a qualified biologist. Demolition or
construction can begin after the bats have been evicted. and passive relocation is
unavoidable, the applicant is
responsible for having a
qualified biologist evict the
bats, as described in MM BIO3.1
Prior to the onset of ground
disturbance, a report
summarizing the results of the
survey and any protective
measures shall be submitted
by the applicant to the City.

Impact BIO-4: The project could impact monarch butterfly eggs, larvae, or pupae during construction. (Less than Significant Impact with Mitigation Incorporated)
MM BIO-4.1: In the San Francisco Bay area, monarch
butterflies may begin laying eggs as early as March, and the last generation of the year hatches in September and October. Therefore, if milkweed plants are impacted from November through February, they are not expected to
support eggs, larvae, or pupae, and no measures are
necessary for project activities during the period
November 1 through the end of February.
• Prior to disturbance of any vegetated habitat that
could support milkweed during the period March
1 through October 31, surveys shall be performed
for the species’ larval host plants. This survey
shall occur within 2 weeks prior to the start of
construction. A qualified biologist will survey the
project impact areas, as well as surrounding areas
within 50 feet (to the extent access allows), to
The applicant is responsible
for ensuring construction
activities avoid monarch
butterflies to the extent
feasible.

The applicant is responsible
for ensuring surveys are
completed by a qualified
biologist and ensuring any
construction buffer zone is
implemented and maintained
during construction activities,
as described in MM BIO-4.1.

All measures will be required
as part of the development
permit. All measures will be
printed on all construction
documents, contracts, and
project plans prior to issuance
of any grading and/or building
permits.

Director of Development
Services Department or
Director’s designee.

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Page | 10 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation identify any larval host plants. Any detected host
plants shall be checked for eggs, larvae, or pupae.

If no host plants are detected, or if no monarch
eggs, larvae, or pupae are detected on those
plants, no further action will be necessary. The
report indicating the result of the survey shall be
submitted to the satisfaction of the Development
Services Director or Director’s designee prior to
initiation of construction activities.
• If monarch eggs, larvae, or pupae are detected,
one of the following measures will be
implemented:
o They will be protected by establishing a
buffer zone around individual plants or
populations. The buffer zone will be
determined by a qualified biologist to avoid
direct and indirect impacts (such as dust
mobilization onto plants) on the monarchs
and the plants on which eggs, larvae, or
pupae occur. Project personnel and
equipment shall not operate within such
areas. All avoided larval host plants shall be
clearly marked in the field with fencing or
flagging. The buffer zone shall remain in place
until monarchs are no longer present on
those plants.
o If larvae are detected within the survey area
and impacts to the plants supporting those
individuals cannot be delayed until the
emergence of individual butterflies as adults,
a qualified biologist may relocate larvae to
milkweed plants more than 50 feet outside
the impact area, if those milkweeds are not
already occupied by monarch eggs or larvae.

If larvae are present and host
plants are unavoidable during
construction, the applicant is
responsible for having a
qualified biologist relocate the
larvae, as described in MM
BIO-4.1.

Prior to the onset of ground
disturbance, a report
summarizing the results of the
survey and any protective
measures shall be submitted
by the applicant to the City.

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Page | 11 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation Alternatively, raising monarch butterflies in
captivity is feasible, and eggs, larvae, or
pupae that cannot be avoided could be raised
to maturity in captivity and then released into
habitat having suitable nectar sources. Only a
qualified biologist shall handle or raise
monarchs. If the monarch butterfly is listed
(e.g., under FESA) prior to implementation of
these measures, appropriate approval from
the USFWS would be necessary to handle or
relocate monarchs, or to raise them in
captivity.

Impact BIO-5: The project would result in riparian encroachment that would constitute a significant impact. (Less than Significant Impact with Mitigation Incorporated)
MM BIO-5.1: Compensate for new urban development
within setback. If a riparian setback exception is granted to the project, the project will introduce 0.18-acre of new urban development encroaching into the riparian
setback. To compensate for this degradation of setback
functions in the area, the project shall restore native riparian habitat at a 2:1 (restored area to impacted area) ratio, on an acreage basis, within other planned open
space areas in the riparian setbacks. Native herbaceous plant species appropriate to the local area such as
deergrass and narrow leaf milkweed shall be planted
within the creek bottom and slopes. Native trees and
shrubs appropriate to the local area such as coast live oak and coyote brush shall be planted and maintained to
provide additional wildlife habitat adjacent to Tennant Creek. Coordinate with Valley Water to determine
whether any woody vegetation can be planted within the
banks of the creek or whether it would need to be
installed above the top of bank, in order to ensure flood flows are not impeded by vegetation in the channel. A
To be implemented prior to
the onset of ground disturbing
activities.

The applicant is responsible
for coordinating with Valley
Water to and working with a
qualified restoration ecologist
to develop a riparian setback
enhancement and monitoring
plan.

The plan shall be submitted by
the applicant to the City and
Santa Clara Valley Habitat
Agency.

Director of Development
Services Department or
Director’s designee, Valley
Water, and Santa Clara Valley
Habitat Agency.

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Page | 12 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation qualified restoration ecologist shall develop a riparian setback enhancement and monitoring plan, which will
contain the following components:
• Goal of the restoration to achieve no net loss of
habitat functions and values;
• Restoration design (planting plan, soil
amendments and other site preparation
elements as appropriate, maintenance plan, and
remedial measures/adaptive management);
• Monitoring plan (including final and performance
criteria, monitoring methods, data analysis,
reporting requirements, monitoring schedule,
etc.). At a minimum, success criteria will include
elimination of non-native woody species from
within the enhancement area and establishment
of native trees and shrubs; and
• Contingency plan for mitigation elements that do
not meet performance or final success criteria.

The plan shall be approved by the City of Morgan Hill and the Santa Clara Valley Habitat Agency prior to initiation of impacts to currently undeveloped habitat within the
riparian setback.

CULTURAL RESOURCES
Impact CUL-1: Ground-disturbing construction activities could result in impacts to archaeological resources. (Less than Significant Impact with Mitigation Incorporated)
MM CUL-1.1: A moderate potential exists for unrecorded
historic-period archaeological resources to be within the project area. The developer shall enter into written
contracts with an archaeologist and the Tamien Nation
Tribe, and pay all fees associated with the activities
required by this Mitigation Measure. The following
policies and procedures for treatment and disposition of To be implemented by a
qualified archaeologist prior
to the onset of ground
disturbance and during
project demolition, grading,
and construction activities
All measures will be required
as part of the development
permit. All measures will be
printed on all construction
documents, contracts, and
project plans prior to issuance
Director of Development
Services Department or
Director’s designee.

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Page | 13 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation inadvertently discovered human remains or
archaeological materials shall apply:
(a) Prior to the start of grading or earthmoving activity on the “first day of construction,” the archaeologist and
Tribal Monitor shall hold a pre-construction meeting for the purposes of “cultural sensitivity training” with the general contractor or subcontractors.
(b) A Tamien Nation Tribal Monitor shall be present onsite to monitor all ground-disturbing activities and an archaeologist shall be on-call. Where historical or
archaeological artifacts are found, work in areas where remains or artifacts are found will be restricted or
stopped until proper protocols are met, as described
below:

1. Work at the location of the find shall halt
immediately within 50 feet of the find. If an
archaeologist is not present at the time of the
discovery, the applicant shall contact an
archaeologist for evaluation of the find to
determine whether it qualifies as a unique
archaeological resource as defined by this
chapter;

2. If the find is determined not to be a Unique
Archaeological resource, construction can
continue. The archaeologist shall prepare a brief
informal memo/letter in collaboration with a
tribal representative that describes and assesses
the significance of the resource, including a
of any grading and/or building
permits.

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Page | 14 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation discussion of the methods used to determine
significance for the find;

3. If the find appears significant and to qualify as
a unique archaeological resource, the
archaeologist shall determine if the resource can
be avoided and shall detail avoidance procedures
in a formal memo/letter; and

4. If the resource cannot be avoided, the
archaeologist in collaboration with a tribal
representative shall develop within forty-eight
hours an action plan to avoid or minimize
impacts. The field crew shall not proceed until
the action plan is approved by the City’
Development Services Director or Director’s
designee. The action plan shall be in conformance
with California Public Resources Code 21083.2.

An archaeologist shall be on-call during ground
disturbing activities. Where historical or
archaeological artifacts are found, work in areas
where remains or artifacts are found will be
restricted or stopped until proper protocols are
met, as described below.
(c) The following policies and procedures for treatment and disposition of inadvertently discovered human
remains or archaeological materials shall apply. If human remains are discovered, it is probable they are the
remains of Native Americans.

1. If human remains are encountered, they shall
be treated with dignity and respect as due to

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Page | 15 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation them. Discovery of Native American remains is a
very sensitive issue and serious concern.

Information about such a discovery shall be held
in confidence by all project personnel on a needto-know basis. The rights of Native Americans to practice ceremonial observances on sites, in labs,
and around artifacts shall be upheld.

2. Remains should not be held by human hands.

Surgical gloves should be worn if remains need to
be handled.

3. Surgical masks should also be worn to prevent
exposure to pathogens that may be associated
with the remains.
(d) In the event that known or suspected Native American remains are encountered, or significant historic or
archaeological materials are discovered, grounddisturbing activities shall be immediately stopped.

Examples of significant historic or archaeological
materials include, but are not limited to, concentrations of historic artifacts (e.g., bottles, ceramics) or prehistoric artifacts (chipped chert or obsidian, arrow points, ground stone mortars and pestles), culturally altered ash stained midden soils associated with pre-contact Native American habitation sites, concentrations of fire-altered rock
and/or burned or charred organic materials and historic structure remains such as stone lined building
foundations, wells, or privy pits. Ground-disturbing
project activities may continue in other areas that are outside the exclusion zone as defined below.

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Page | 16 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation (e) An “exclusion zone” where unauthorized equipment
and personnel are not permitted shall be established
(e.g., taped off) around the discovery area plus a
reasonable buffer zone by the contractor foreman or
authorized representative, or party who made the
discovery and initiated these protocols, or if on-site at the time of discovery, by the monitoring archaeologist and
tribal representative (typically 25 to 50 feet for single burial or archaeological finds).
(f) The discovery locale shall be secured (e.g., 24-hour surveillance) as directed by the City or County if
considered prudent to avoid further disturbances.
(g) The contractor foreman or authorized representative, or party who made the discovery and initiated these
protocols shall be responsible for immediately contacting by telephone the parties listed below to report the find and initiate the consultation process for treatment and disposition:
• The City of Morgan Hill Development Services
Director (408) 779-7247
• The Contractor’s Point(s) of Contact
• The Coroner of the County of Santa Clara (if
human remains found) (408) 793-1900
• The Native American Heritage Commission
(NAHC) in Sacramento (916) 653-4082
• The Amah Mutsun Tribal Band (916) 481-5785 (H)
or (916) 743-5833 (C)
• The Tamien Nation (707) 295-4011 (office) and
(925) 336-5359 (THPO)

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Page | 17 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation (h) The Coroner has two working days to examine the
remains after being notified of the discovery. If the
remains are Native American, the Coroner has 24 hours
to notify the NAHC.
(i) The NAHC is responsible for identifying and
immediately notifying the Most Likely Descendant (MLD). (Note: NAHC policy holds that the Native American
Monitor will not be designated as the MLD).
(j) Within 24 hours of their notification by the NAHC, the MLD will be granted permission to inspect the discovery site if they so choose.
(k) Within 24 hours of their notification by the NAHC, the MLD may recommend to the City’s Development Services
Director or Director’s designee, the recommended means
for treating or disposing, with appropriate dignity, the human remains and any associated grave goods. The
recommendation may include the scientific removal and
non-destructive or destructive analysis of human remains and items associated with Native American burials. Only those osteological analyses or DNA analyses
recommended by the appropriate tribe may be
considered and carried out.
(i) If the MLD recommendation is rejected by the City of Morgan Hill, the parties will attempt to mediate the
disagreement with the NAHC. If mediation fails, then the remains and all associated grave offerings shall be
reburied with appropriate dignity on the property in a
location not subject to further subsurface disturbance.

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Page | 18 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation MM CUL-1.2: The project applicant shall note on any
plans that require ground disturbing excavation that
there is a potential for exposing buried cultural resources including prehistoric Native American burials. Any
archaeological site information supplied to the Contractor Foreman or authorized representative shall be
considered confidential. Information on the project plans shall be verified by the City’s Development Services
Director or Director’s designee prior to issuance of a
grading permit or any building permit.

To be implemented by the
project applicant prior to
issuance of any grading and/or
building permit, whichever
occurs first.

Director of Development
Services Department or
Director’s designee.

GREENHOUSE GAS EMISSIONS
Impact GHG-1: T The project would exceed the BAAQMD annual emissions bright-line threshold and service population threshold for greenhouse gas (GHG) emissions. (Less than Significant Impact with Mitigation Incorporated) MM GHG-1.1: Prior to issuance of grading permits on the project, the project applicant shall submit and implement a GHG reduction plan to the Development Services
Director or Director’s designee that reduces the project’s operational GHG emissions in 2028 by 841 MT
CO2e/year. The GHG reduction plan shall be
implemented until the City adopts its GHG reduction plan consistent with the State’s interim 2030 GHG emissions
reduction target of 40 percent below 1990 levels. All
feasible project design and operational measures shall be implemented prior to the purchase of credits. The GHG
reduction plan shall include a combination of the
measures listed below to reduce project GHG impacts:
• Implementation of a transportation demand
management (TDM) program to reduce mobile
GHG emissions;
• Installation of solar power systems or other
renewable electric generating systems that
provide electricity to power on-site equipment
and possibly provide excess electric power;
To be implemented prior to
issuance of building or grading
permits, whichever occurs
first.

Director of Development
Services Department or
Director’s designee.

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Page | 19 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation • Provide infrastructure for electric vehicle
charging in residential units and parking areas
(i.e., provide 220 VAC power);
• Increase water conservation above State average
conditions for residential uses by installing low
flow water utilities and irrigation; and
• Purchase verifiable carbon emission offsets that
meet all of the following standards:
o Registry Performance Standards: The
registry shall account for and quantify
emission reductions using clear and
defined standards and incorporating
recognized principles of GHG emissions
reduction accounting, including those set
forth in the ISO 14064 and the
WRI/WBCSD Greenhouse Gas Protocol
for Project Accounting:
 The registry shall use clear
information sufficient for
reviewers to assess credibility of
GHG emission reductions
underlying the carbon offset
credits. Upon request by the
City’s Development Services
Director or his or her designee,
any governmental entity, or any
stakeholder,
 The registry shall provide the
following information within a
reasonable time period in
connection with any carbon
offset credit retired by the
applicant: (i) the applicable
quantification protocol; and (ii)
all third-party confirmation or

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Page | 20 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation verification reports issued in
connection with the carbon
offset credits. Such information
shall be sufficient to monitor
compliance by the project
applicant with this mitigation
measure.
 Carbon Offset Credit
Performance Standards: The
carbon offset credits retired by
the applicant for the purpose of
mitigating GHG emissions shall
represent GHG emission
reductions that are real,
permanent, additional,
quantifiable, verifiable and
enforceable. To demonstrate
compliance with such
requirements, the developer
shall provide the following to the
City’s Development Services
Director or his or her designee: (i)
the protocol used to quantify and
issue such carbon offset credits,
(ii) the third-party verification
report(s) pursuant to which such
carbon offset credits were issued,
and (iii) the unique serial
numbers of the carbon offset
credits to be retired to ensure
that the offset cannot be further
used in any manner. The
Development Services Director or
his or her designee shall reject
any carbon offset credits that do

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Page | 21 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation not comply with these
requirements, and where
reductions are not direct
reductions within a confined
project boundary or provide
opportunities for reversal of the
avoided emissions. The
Development Services Director or
his or her designee shall reject
any credits for a project that
includes technology or GHG
abatement practices that are
already widely used.
 Geographic Limitations: The
carbon offsets shall be from
credit projects developed in the
United States. Carbon offset
credits resulting from
international credit projects shall
not be acceptable to satisfy this
mitigation measure.
o Enforcement: The permits relating to the
project shall be conditioned on
achievement of GHG mitigation
milestones. The purchase and retirement
of carbon offset credits required to
mitigate the GHG emissions resulting
from the operation of the project shall be
a condition of the issuance of a certificate
of occupancy, temporary or permanent,
for the project and as an issuance for
continued operation. Should the City
determine that the offset credits are noncompliant with the requirements in this mitigation measure, the City may issue a

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MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation notice of non-consistency and cease
permitting activities and/or stop project
operations, until the City determines via
an issued public notice that the offsets
comply with the aforementioned
standards.

HAZARDS AND HAZARDOUS MATERIALS
Impact HAZ-1: Contaminated soils have the potential to release chemicals to the environment that could expose construction workers and nearby land uses. (Less than Significant Impact with Mitigation Incorporated) MM HAZ-1.1: Prior to issuance of a site grading permit, a corrective action/risk management plan (e.g., remedial
action plan, removal action workplan, or Site
Management Plan) shall be prepared that reflects the
results of the on-site investigations. The corrective
action/risk management plan shall describe mitigation
measures (e.g., removal of contaminated soil) necessary to protect the health and safety of construction workers, nearby residents, and the environment, and establish
appropriate management practices for handling and
monitoring of impacted soil that may be encountered
during construction activities. The corrective action/risk management plan shall describe protocols for the
profiling of soil, if any, planned for off-site disposal. The corrective action/risk management plan should be
prepared by an environmental professional and be
submitted to an appropriate overseeing regulatory
agency (e.g., Water Board, California DTSC, or SCCDEH)
for review. Regulatory agency approval shall be obtained prior to commencing earthwork activities in the vicinity of the identified impacted soil. This measure shall be
completed under regulatory agency oversight and meet
all applicable federal, state, and local laws, regulations, and requirements. Following completion, a report
To be implemented by the
project applicant prior to
issuance of a grading permit.

The applicant is responsible
for ensuring a corrective
action/risk management plan
is prepared by a qualified
environmental professional,
as described in MM HAZ-1.1.

The plan shall be submitted to
the City and to the Water
Board, California DTSC, or
SCCDEH.

Director of Development
Services Department or
Director’s designee, and Water
Board, California DTSC, or
SCCDEH.

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MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation documenting compliance with the provisions of the
corrective action/risk management plan and describing
the work completed shall be submitted to and approved
by the overseeing regulatory agency.

Impact HAZ-2: The project would demolish the existing buildings, which could release asbestos particles and expose construction workers and nearby residents to harmful levels of asbestos. (Less than Significant Impact with Mitigation Incorporated) MM HAZ-2.1: Prior to issuance of a demolition permit for on-site structures, the project applicant shall consult with certified Asbestos and/or Lead Risk Assessors to complete and submit for review to the Building Division an asbestos and lead survey. If asbestos-containing materials or leadcontaining materials are not discovered during the survey, further mitigation related to asbestos-containing materials or lead-containing materials shall not be
required. If asbestos-containing materials and/or leadcontaining materials are discovered by the survey, the project applicant shall prepare a work plan to
demonstrate how the on-site asbestos-containing
materials and/or lead-containing materials shall be
removed in accordance with current California
Occupational Health and Safety (Cal-OSHA)
Administration regulations and disposed of in accordance with all CalEPA regulations, prior to the demolition
and/or removal of the on-site structures. The plan shall include the requirement that work shall be conducted by a Cal-OSHA registered asbestos and lead abatement
contractor in accordance with Title 8 CCR1529 and Title 8 CCR 1532.1 regarding asbestos and lead training,
engineering controls, and certifications. The applicant shall submit the work plan to the City for review and
approval. The City has the right to defer the work plan to the Santa Clara County Department of Environmental
Health for additional review. Materials containing more than one (1) percent asbestos that is friable are also
To be implemented by the
project applicant prior to
issuance of a demolition
permit.

The applicant is responsible
for ensuring an asbestos and
lead survey is completed by a
certified assessor as described
in MM HAZ-2.1.

If asbestos-containing
materials and/or leadcontaining materials are
determined to be present, the
project applicant shall prepare
a work plan for removal of the
materials in accordance with
Cal-OSHA, as described in MM
HAZ-2.1.

A report summarizing the
results of the survey and the
work plan shall be submitted
by the applicant to the City.

All measures will be required
as part of the development
permit. All measures will be
printed on all construction
documents, contracts, and
project plans prior to issuance
of grading permits.

Santa Clara County Department
of Environmental Health and
Director of the Development
Services Department.

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MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation subject to BAAQMD regulations. Removal of materials
containing more than one (1) percent friable asbestos
shall be completed in accordance with BAAQMD Section
11-2-303.

Impact HAZ-3: Improper abandonment of wells and septic systems on-site could result in groundwater contamination. (Less than Significant Impact with Mitigation Incorporated)
MM HAZ-3.1: Prior to issuance of a grading permit, the
project applicant shall research well records from Valley Water and attempt to locate abandoned wells at the site.

If a well is located on site, the project applicant or
contractor shall contact Valley Water's Wells Hotline
immediately to assist in the identification of
abandoned/unregistered wells or structures and help
determine the appropriate means of addressing them. If
the wells are identified, or subsequently encountered
during earthwork activities, the applicant shall obtain a well destruction permit from Valley Water, and the wells shall be properly destroyed in accordance with Valley
Water Ordinance 90-1. If septic systems are encountered during earthwork activities, those systems shall be
abandoned in accordance with SCCDEH requirements.

To be implemented by the
project applicant prior to
issuance of a grading permit.

All measures will be required
as part of the development
permit. All measures will be
printed on all construction
documents, contracts, and
project plans prior to issuance
of grading permits.

Director of Development
Services Department or
Director’s designee, and Santa
Clara County Department of
Environmental Health.

NOISE AND VIBRATION
Impact NOI-1: Project construction would generate vibration levels that could damage adjacent buildings. The project would not result in generation of excessive groundborne vibration or groundborne noise levels. (Less than Significant Impact with Mitigation Incorporated) MM NOI-1.1: To address potential impacts related to
vibration, the project shall implement the following
vibration controls:
• Prohibit the use of heavy vibration-generating
construction equipment within 25 feet of
residences. Use a smaller vibratory roller, such as
the Caterpillar model CP433E vibratory
To be implemented by the
project applicant during
construction.

All measures will be required
as part of the development
permit. All measures will be
printed on all construction
documents, contracts, and
project plans prior to issuance
of grading permits.

Director of Development
Services Department or
Director’s designee.

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Page | 25 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation compactor, when compacting materials within 25
feet of residences to the north and east.
• Avoid dropping heavy equipment within 25 feet
of residences. Use alternative methods, where
feasible.
• Place operating equipment on the construction
site as far as possible from vibration-sensitive
receptors.
• Avoid using vibratory rollers or tampers within 25
feet of sensitive uses.
• Modify/design or identify alternative
construction methods to reduce vibration levels
below the limits.
• The contractor shall alert heavy equipment
operators to the close proximity of the adjacent
structures so they can exercise extra care.

TRANSPORTATION
Impact TRN-1: 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)
MM 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
To be implemented by the
project applicant prior to
issuance of an occupancy
permit.

All measures will be required
as part of the development
permit. All measures will be
printed on all construction
documents, contracts, and
project plans prior to issuance
of grading permits.

Director of Development
Services Department or
Director’s designee.

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Page | 26 File No.: ZA2021-0001/SD2021-0003

MITIGATIONS MONITORING AND REPORTING PROGRAM
Timeframe and Responsibility
for Implementation Method of Compliance Oversight of Implementation one-time or annual financial contribution based
on City’s approval; OR
• During project operations, the management
entity/homeowners association shall provide fully
(100 percent) subsidized annual VTA transit
passes for all project homeowners (a maximum
of one transit subsidy per residential unit,
equivalent to 364 transit passes per year). This
subsidized transit program shall be approved by
the City of Morgan Hill’s Public Services Director
prior to issuance of occupancy.

Source: City of Morgan Hill. Morgan Hill Devco Residential Project EIR. November 2023.

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ORDINANCE NO. _____, 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. , New Series

Page 2 of 4 ends

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. , New Series

Page 3 of 4 ends

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.

THE FOREGOING ORDINANCE WAS INTRODUCED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE 6th DAY OF NOVEMBER 2024, AND WAS

FINALLY ADOPTED AT A MEETING OF THE CITY COUNCIL HELD ON THE ___DAY OF NOVEMBER, 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:

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City of Morgan Hill
Ordinance No. , New Series

Page 4 of 4 ends

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. ____, New Series, adopted by the City Council of the City of Morgan Hill, California at their regular meeting held on the ___ day of __________, 2024.

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

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ORDINANCE NO. _____, New Series

AN ORDINANCE OF THE CITY COUNCIL 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.

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

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

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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 Attachment A and Attachment B are by this reference incorporated herein. The City Council accepts the recommendation of the Planning Commission.

THE FOREGOING ORDINANCE WAS INTRODUCED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE 6th DAY OF NOVEMBER 2024, AND WAS

FINALLY ADOPTED AT A MEETING OF THE CITY COUNCIL HELD ON THE ___DAY OF NOVEMBER, 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:
_________________________ _______________________________ MICHELLE BIGELOW, City Clerk MARK TURNER, MAYOR

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CERTIFICATE OF THE CITY CLERK
I, MICHE3LLE 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. ____, New Series, adopted by the City Council of the City of Morgan Hill, California at their regular meeting held on the ___ day of __________, 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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EXHIBIT A
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.

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.

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.

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EXHIBIT A
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
Single Family 223 34
Courtyard Homes 42 6
Senior Cottages 21 3
Senior Single Family
Attached
34 5

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EXHIBIT A
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. 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.

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EXHIBIT A

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 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

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EXHIBIT A
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. • 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.

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EXHIBIT A
• 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:
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.

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EXHIBIT A
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, 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

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EXHIBIT A
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
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

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EXHIBIT A
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 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

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EXHIBIT A
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 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.

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EXHIBIT A

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

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ATTACHMENT A.

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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

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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.

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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

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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

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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

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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

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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

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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

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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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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

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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

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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

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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 361 of 559 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 362 of 559 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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NEW HORIZONS AT MORGAN HILL

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Page 369 of 559 ends

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Page 370 of 559 ends

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Page 371 of 559 ends

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TOTAL LIVING
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16 ENGINEERS • PLANNERS • SUFl:\!E'T'ORS
�\Arch itectUrr+Pla n'rJ°i n�
,,
- - - - - - -
�:i·-_
=
D -D · D �: :,·-_=
. - D.
-
::J - - -
□
Right Elevation
ARCHITECTS • PLANNERS • DESIGNERS
DpC
Development Process Consult.nts ORANGE COUNTY. LOS ANGELES. BAY AREA ffi EE
Scale: 1/4" = 1'-0"
0 2 4 8
88 Scale: 1/8" = 1'-0"
0 4 8 16
PLAN 3, ELEV. B

ITALIANATE
JOB NO. 202013-001
DA TE NOV. 2021
SCALE AS SHOWN A4 _ 6
7

Page 372 of 559 ends

�
. � �
.
. "
IB□BI 83 IB□BI
Rear Elevation Scale: 1/8" = 1'-0"
0 4 8 16

NEW HORIZONS AT MORGAN HILL

BY MORGAN HILL DEVCO, LLC
\ D·R·HORI9N®
camp & camp �iates inc. fime,rica!:> �
(.'.)
w
I P.L
(.'.)
C ��' "b"'"
" � '
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T.O.W

DD II I
DD
DD
T.O.C I F.F.
.- - .- - - - .- -□- - - - - - -
.
- - - EE
.
- - -
Elevation 3C - French Country Scale: 1/4" = 1'-0"
8 8 [D] ED
Left Elevation Scale: 1/8" = 1'-0"
D---\�
..1.'-:,11..

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
�
1 as�·eni a1� I bagooi
RUGGERI-JENSEN-AZAR C w1t�u1r [tJllu B£� E-��.HIDllGl-� rw tl!J:0]1.1 � . '
16 ENGINEERS • PLANNERS • SUFl:\!E'T'ORS
�\Arch itectUrr+Pla n'rJ°i n�
83 8
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 373 of 559 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 374 of 559 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.

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 375 of 559 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 376 of 559 ends

NEW HORIZONS
Development Process Consultants
A1.3

Page 377 of 559 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 378 of 559 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 379 of 559 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 380 of 559 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.
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 381 of 559 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 382 of 559 ends

NEW HORIZONS
Development Process Consultants
A2.3

Page 383 of 559 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 384 of 559 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 385 of 559 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 386 of 559 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 387 of 559 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 388 of 559 ends

NEW HORIZONS
Development Process Consultants
A3.3

Page 389 of 559 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 390 of 559 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 391 of 559 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 392 of 559 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"
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 393 of 559 ends

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 394 of 559 ends

NEW HORIZONS
Development Process Consultants
A3.9

Page 395 of 559 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 396 of 559 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 397 of 559 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 398 of 559 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 399 of 559 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 400 of 559 ends

NEW HORIZONS
Development Process Consultants
A4.3

Page 401 of 559 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 402 of 559 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 403 of 559 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 404 of 559 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 405 of 559 ends

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

3.5:12

3.5:123.5:12
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
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
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 406 of 559 ends

NEW HORIZONS
Development Process Consultants
A5.3

Page 407 of 559 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 408 of 559 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 409 of 559 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 410 of 559 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 411 of 559 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 412 of 559 ends

NEW HORIZONS
Development Process Consultants
A6.3

Page 413 of 559 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 414 of 559 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 415 of 559 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 416 of 559 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.

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 417 of 559 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
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 418 of 559 ends

NEW HORIZONS
Development Process Consultants
A7.3

Page 419 of 559 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 420 of 559 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 421 of 559 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 422 of 559 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 423 of 559 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

ROOFING
FASCIA
STUCCO

SHUTTERS
FRONT
DOOR
GARAGE
DOORS
TRIM

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 424 of 559 ends

NEW HORIZONS
Development Process Consultants
A8.3

SHUTTERS

ROOFING
FASCIA
STUCCO
TRIM
GARAGE
DOORS
STONE

ROOFING
FASCIA
FRONT
DOOR

SHUTTERS
STUCCO
TRIM
GARAGE
DOORS
STONE

ROOFING
FASCIA
FRONT
DOOR

SHUTTERS
STUCCO
TRIM
GARAGE
DOORS
STONE

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 425 of 559 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

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 426 of 559 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 427 of 559 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 428 of 559 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 429 of 559 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 430 of 559 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 431 of 559 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 432 of 559 ends

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
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 433 of 559 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 434 of 559 ends

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-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 435 of 559 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 436 of 559 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 437 of 559 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 438 of 559 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 439 of 559 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 440 of 559 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 441 of 559 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 442 of 559 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 443 of 559 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

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

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
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

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 444 of 559 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

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

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 445 of 559 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 446 of 559 ends

STOP STOP STOP STOP STOP STOP 0.8% PAD 366.6 PAD 367.4 PAD 369.7 PAD 370.1 PAD 371.7 PAD 372.7 PAD 374.7 PAD 375.7 PAD 367.6 PAD 369.1 PAD 370.2 PAD 371.2 PAD 372.2 PAD 363.4 PAD 364.6 PAD 365.6 PAD 366.6 PAD 367.6 PAD 361.7 PAD 363.0 PAD 363.6 PAD 364.8 PAD 365.7 PAD 366.7 PAD 360.7 PAD 361.6 PAD 362.2 PAD 363.2 PAD 363.7 PAD 364.7 PAD 367.3 PAD 367.1 PAD 366.5 PAD 366.3 PAD 372.4 PAD 371.8 PAD 371.3 PAD 366.0 PAD 366.4 PAD 379.4 PAD 379.8 PAD 376.5 PAD 377.8 PAD 378.7 PAD 376.6 PAD 378.7 PAD 377.0 PAD 375.2 PAD 379.6 PAD 378.3 PAD 380.2 PAD 378.0 PAD 380.9 PAD 383.6 PAD 385.8 PAD 385.8 2.0% 1.8% 3.6% 0.5% 0.9% 3.5%

2.5% 2.5%

2.5%

2.5% 2.5%

2.5%

2.5% 2.5%

2.5%

2.5% 2.5% 2.5% 2.0% 0.8% 1.5% 3.3% GB375.6 376.5 BVC 376.0 GB368.0 365.6 BVC 364.7 LP364.5 EVC 364.9 BVC 365.8 GB376.3 374.0

1.3' WALL

1.1' WALL

2.0' WALL

3.1' WALL

2.9' WALL

2.7' WALL

2.2' WALL 360.4 1.5' WALL STREET A STREET B STREET C STREET D COURT A COURT B SORREL DRIVE STREET G 1.5' WALL 4.5' WALL 5' WALL 4.2' WALL 3.4' WALL 3.0' WALL 4.0' WALL LP376.3 EVC 376.3 BVC 373.5 LP373.2 EVC 373.7 DETENTION BASIN 53 27 28 31 38 45 46 190189 19 20 21 22 23 29 30 74 73 72 71 70 109 110 111 112 113 122 121 120 119 118 117 146 147 148 149 150 188187 52 158 157 54 37 36 35 34 33 42 43 44 41 151 24 25 26 PARCEL C PARCEL D PARCEL B HP 366.3 EVC 366.2 PAD 365.2 75 PAD 363.5 107 PAD 360.7 108 PAD 366.3 116 PAD 366.3 115 PAD 367.2 152 PAD 367.2 153 PAD 367.8 114 TVC 364.1 BOW 360.5

3.0% PAD 375.8 67 PAD 375.6 68 PAD 375.1 69PAD 375.1 64 PAD 375.6 65 PAD 375.8 66PAD 374.8 61 PAD 374.6 62 PAD 374.1 63PAD 374.1 58 PAD 374.6 59 PAD 374.8 60PAD 367.6 154 PAD 374.6 57PAD 374.0 56PAD 373.2 55 PAD 367.2 156 PAD 367.7 155 367.3 BOW 366.6

0.5% BOW 375.3 BOW 374.2 TVC 375.5 TVC 376.6 0.5% 0.5% 379.6 PAD 382.1 32 385.3

1.3' WALL

1.2' WALL

1.5' WALL

1.6' WALL

1.9' WALL 1.9' WALL

1.7' WALL 1.8' WALL

2.1' WALL

2.4' WALL

2.1' WALL

2.5' WALL PAD 364.1 191 PAD 363.5 192 PAD 363.1 193 PAD 362.3 194 PAD 362.0 195 PAD 361.6 196 PAD 361.4 197 PAD 361.1 175 PAD 360.4 174 PAD 361.3 176 PAD 361.8 177 PAD 362.5 178 PAD 363.0 179 TVC

2.5% 361.7 GB362.1 TVC 365.2 1.5%

2.5%0.8%1.0' WALL 4.6' WALL 1.4' WALL 2.0' WALL 3.1' WALL 3.2' WALL 1.3' WALL 374.0 375.8 3.6% 0.8.% 0.8% GB 370.1 367.4 1.4% 368.1 366.1 371.8 385.0 389.5 390.5± 379.2 PAD 381.3 39 PAD 380.3 40 PARCEL E 4.0' WALL MAX 5.0' WALL MAX LIMIT OF GRADING PVT DRIVE M PVT DRIVE N 2.8' WALL 1.7' WALL

2.8' WALL 1.9' WALL 3.6' WALL 1.0' WALL 3.5' MAX WALL EX 50' PG&E ESMT

2.0%
PEDESTRIAN BRIDGE 5.0% GB 367.0 TVC 367.9 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-17 PRELIMINARY GRADING - NORTHEAST 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 447 of 559 ends

STOP STOP PAD 352.5 PAD 353.0 PAD 354.3 PAD 354.5 PAD 356.7 PAD 352.5 PAD 352.5 PAD 352.5 PAD 352.9 PAD 353.5 PAD 354.1 PAD 354.9 PAD 355.5 PAD 356.1 PAD 358.0 PAD 351.9 PAD 352.9 PAD 353.5 PAD 353.7 PAD 353.9 PAD 354.0 PAD 354.3 PAD 354.4 PAD 354.6 PAD 355.1 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 0.6% 2.0% 0.3% 0.3% 0.5% 0.5% 1.3%

0.7% 0.5% 1.2% PAD 352.3 PAD 352.8 PAD 353.0 PAD 353.5 PAD 353.7 PAD 354.2 PAD 354.4 PAD 354.9 PAD 355.3 0.8% 357.0 EVC 357.4 GB358.0 GB 354.5 355.8 350.8 GB351.5 GB356.1 BVC 355.9 EVC 355.1 GB LP 353.4 349.0 GB349.5 EVC 349.1 LP 349.1 BVC 349.5 BOW 354.3 TC354.2 BOW 350.9 TC 350.9 BOW 352.7

0.4%

2.5%

2.5% BOW 354.6 GB 355.8 TVC 356.5 BOW 355.3 GB 355.8 TVC 356.5 STREET C STREET I

STREET H STREET E BARRETT AVE PRVT DRIVE K PVT DRIVE L

3.0% 0.5%

1.2% 0.5% LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING EXISTING DRIVEWAYEXISTING DRIVEWAY EXISTING DRIVEWAY BVC 349.0 EVC 349.9 BVC 350.9 EVC 352.0

PVT DRIVE E
PVT DRIVE F PCL J WINGWALL ±3' RETAINING WINGWALL ±5' RETAINING BOX CULVERTS UNDER BARRETT AVE 262 253 252 251 250 249 248 247 254 255 232 233 234 289 290 291 292 293 294 295 296 297 298 246 245 244 243 242 241 240 239 238 237 263 261260 258 259 257256 235 PARCEL N 20' EVA PAD 357.7 PAD 358.2 PAD 355.0 265 PAD 355.3 266 PAD 355.6 267 PAD 355.9 268 PAD 356.2 269 PAD 356.4 274 PAD 355.6 273 PAD 354.9 272 PAD 354.2 271 PAD 353.5 270 PAD 356.4 275 PAD 355.6 276 PAD 354.9 277 PAD 354.2 278 PAD 353.5 279 PAD 354.5 284 PAD 353.9 283 PAD 352.8 282 PAD 351.9 281 PAD 351.0 280 PAD 354.5 285 PAD 353.6 286 PAD 352.3 287 PAD 351.1 288 353.9 BVC 355.2 HP 355.3 EVC 354.9 BVC 348.3 LP 348.0 EVC 348.4 2.5% 0.5% 1.0%

1.0% 353.9 BVC 349.8 LP 349.6 EVC 350.0 GB 350.3 355.4 BVC 352.1 LP 352.0 EVC 352.4 352.9 PAD 355.0 264 1.4' WALL

1.3' WALL

1.2' WALL 1.7' WALL 1.0' WALL 1.5%

2.0% 2.6' WALL 1.4' WALL 2.0% EXISTING WELL PARCEL H

PARCEL G
PARCEL M PCL O 1.2% 357.8 355.6 223 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 358.1 205 PAD 358.1 206 PAD 358.1 207 PAD 358.1 208 PAD 357.9 209 PAD 357.9 214 PAD 357.5 215 PAD 357.5 216 PAD 357.2 217 PAD 357.2 213 PAD 357.7 212 PAD 357.7 211 PAD 357.5 210 PAD 357.5 224 PAD 354.1 225 PAD 354.1 226 PAD 353.8 227 PAD 353.8 229 PAD 353.7 230 PAD 354.0 231 PAD 354.0 228 PAD 353.7 354.1 355.3 355.6 BOW 353.7 BOW 356.7 357.5 357.5357.9 HP 358.2 354.3

2.5%

2.5% 2.5% 2.5% 2.5%

2.5%2.5% 2.0% 2.5% 2.5% 2.0% 2.5% 2.5%354.4 356.8 355.2 353.8 356.9 357.8

0.8% 0.4%

0.4% 0.4% 1.7% 2.9% 0.4% 1.4% 236 PAD 354.9 354.0 PRIVATE STREET L PRIVATE STREET K PRIVATE STREET J

PRIVATE STREET M PVT DR Q PVT DR S

PVT DR P PVT DR O
PVT DR R 350.5 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-18 PRELIMINARY GRADING - SOUTHWEST 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 448 of 559 ends

STOP STOP Ø70.0' BVC 363.2 EVC 365.4 0.8% PAD 360.4 PAD 360.7 PAD 361.6 PAD 362.2 PAD 363.2 PAD 363.7 PAD 364.7 PAD 354.5 PAD 367.3 PAD 367.1 PAD 366.5 PAD 366.3 PAD 365.7 PAD 365.3 PAD 372.4 PAD 371.8 PAD 371.3 PAD 371.3 PAD 370.6 PAD 370.4 PAD 370.0 PAD 369.0 PAD 364.4 PAD 365.8 PAD 358.8 PAD 359.7 PAD 360.7 PAD 361.5 PAD 362.2 PAD 362.7 PAD 363.6 PAD 364.5 PAD 364.8 PAD 365.0 PAD 365.3PAD 363.2 PAD 363.8 PAD 358.5 PAD 358.9 PAD 359.5 PAD 360.1 PAD 360.7 PAD 361.3 PAD 362.0 PAD 362.5 PAD 357.8 PAD 357.3 PAD 365.7 PAD 366.0 PAD 366.4 PAD 356.7 PAD 354.9 PAD 355.5 PAD 356.1 PAD 358.0 PAD 354.3 PAD 354.4 PAD 354.6 PAD 355.1 PAD 358.9 PAD 359.9 PAD 360.7 PAD 361.6 PAD 362.3 PAD 363.3 PAD 364.0 PAD 364.8 PAD 376.5

2.5% 2.5%

2.5%

2.5% 2.5% 2.5%

2.5% 2.5% 2.5% 2.5% 1.2% 1.2% 3.1% 0.5% 0.5% 1.3% 1.3% 0.8% 1.2% 1.5% 3.3% BVC 357.2 LP357.0 EVC 357.4 GB358.0 GB356.1 BVC 355.9 EVC 355.1 GB354.5 354.8 GB 353.4 GB362.9 365.6 BVC 364.7 LP364.5 EVC 364.9 BVC 365.8

0.4% 360.4 STREET C STREET E STREET D STREET G
STREET I BARRETT AVE LIMIT OF GRADING LIMIT OF GRADING PCL J BIORETENTION BIORETENTION 318 162 161 160 53 45 190189 145 150 295 296 297 298 240 239 238 237 320 319 317 316 315 314 313 312 303 304 305 306 307 308 309 310 311 302 301 300 299 146 147 148 149 188187186185 525150494847 167 166 165 164 163 168 169 170 158159 157 54 235 151 PARCEL K PARCEL I PARCEL L HP 366.3 EVC 366.2 PAD 357.7 143 PAD 358.2 144 PAD 367.2 152 PAD 367.2 153 PAD 367.6 154 PAD 374.0 56PAD 373.2 55 PAD 367.2 156 PAD 367.7 155

2.5' WALL PAD 364.1 191 PAD 363.5 192 PAD 363.1 193 PAD 362.3 194 PAD 362.0 195 PAD 361.6 196 PAD 361.4 197 PAD 361.1 175 PAD 360.4 174 PAD 360.0 173 PAD 359.4 172 PAD 359.0 171 PAD 361.3 176 PAD 361.8 177 PAD 362.5 178 PAD 363.0 179 PAD 360.8 180 PAD 361.9 182 PAD 362.5 183 PAD 363.0 184 TVC

2.5% 361.7 GB362.1 TVC 365.2 1.5%

2.5%0.8% BOW 359.3

1.2%

1.3' WALL 1.3' WALL 1.0' WALL 366.1 PARCEL H PARCEL E PVT DRIVE M PVT DRIVE N PAD 361.4 181 1.3' WALL 1.8' WALL 2.7' WALL 357.8 357.6 355.6 198 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 358.1 205 PAD 358.1 206 PAD 358.1 207 PAD 358.1 208 PAD 357.9 209 PAD 357.9 BOW 356.7 357.5 357.5357.9 HP 358.2 2.5% 2.5% 2.5% 357.8

0.4% 0.4% 236 PAD 354.9
PVT DR R TVC 367.9 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-19 PRELIMINARY GRADING - SOUTHEAST 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%

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Morgan Hill City CouncilNovember 20, 2024

Morgan Hill City Council
November 20, 2024