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AGENDA
TEMECULA COMMUNITY DEVELOPMENT
DIRECTOR'S HEARING MEETING
COUNCIL CHAMBERS
41000 MAIN STREET
TEMECULA, CALIFORNIA
February 20, 2025 - 1:30 PM
CALL TO ORDER: Matt Peters, Interim Director of Community Development
PUBLIC COMMENTS
A total of 15 minutes is provided for members of the public to address the Director of Community
Development on items that are not listed on the agenda. Each speaker is limited to three minutes. If the
speaker chooses to address the Director of Community Development on an item not listed on the
agenda, a Request to Speak form may be filled out and filed with the staff liaison. Once the speaker is
called to speak, please come forward. For all items on the agenda, a Request to Speak form may be
filed with the staff liaison. On those items, each speaker is limited to five minutes.
Item No. 1 1:30 PM
Project Number: PA23-0227
Project Type: Development Plan
Project Title: Sailhouse DP
Applicant: 4M Engineering and Development, Inc. c/o Sherrie Munroe
Project Description: Planning Application Number PA23-0227, a Development Plan for
an approximately 7,057 square foot warehouse building with office
space.
Location: 42974 Roick Drive
Environmental Action: Categorically Exempt
Section 15332, Class 32, In-Fill Development Projects
Project Planner: Eric Jones, Case Planner
ADJOURNMENT
NOTICE TO THE PUBLIC
The full agenda packet (including staff reports and any supplemental material available after the original posting of the agenda), will be available for public viewing in the main reception area of the Temecula Civic Center during normal business hours at least 72 hours prior to the meeting. The material will also be available on the City’s website at TemeculaCA.gov and available for review at the respective meeting. If you have questions regarding an item on the agenda, please contact the Community Development Department at (951) 694-6400.
ITEM NO. 1
1
STAFF REPORT – PLANNING
CITY OF TEMECULA
DIRECTOR'S HEARING
TO: Matt Peters, Interim Community Development Director
FROM: Eric Jones, Associate Planner II
DATE OF MEETING: February 20, 2025
PREPARED BY: Eric Jones, Case Planner
PROJECT
SUMMARY: Planning Application Number PA23-0227, a Development Plan for
an approximately 7,057 square foot warehouse building with office
space. The project is located at 42974 Roick Drive.
RECOMMENDATION: Adopt a Resolution approving the project subject to Conditions of
Approval
CEQA: Categorically Exempt
Section 15332, Class 32, In-Fill Development Projects
PROJECT DATA SUMMARY
Name of Applicant: 4M Engineering and Development, Inc. c/o Sherrie Munroe
General Plan
Designation: Industrial Park (IP)
Zoning Designation: Light Industrial (LI)
Existing Conditions/
Land Use:
Site: Vacant Lot / Industrial Park (IP)
North: Industrial Building Under Construction / Industrial Park (IP)
South: Roick Drive, Vacant Lot / Industrial Park (IP)
East: Winchester Road, Existing Industrial Structure / Industrial Park (IP)
West: Existing Industrial Structure / Industrial Park (IP)
Existing/Proposed Min/Max Allowable or Required
Lot Area: 1.94 Acres Existing 0.91 Acres Minimum
2
Total Floor Area/Ratio: 0.21 Proposed 0.40 Maximum
Landscape Area/Coverage: 0.26 Proposed 0.20 Minimum
Parking Provided/Required: 20 Spaces Proposed 20 Spaces Required
Located in Affordable Housing Overlay Zone (AHOZ)? Yes No
AHOZ Gain/Loss: +/- N/A
BACKGROUND SUMMARY
On June 1, 2023, 4M Engineering and Development, Inc., submitted Planning Application No.
PA23-0227, a Development Plan to allow for the construction of a building within a parcel zoned
Light Industrial (LI). The site will house either research and development uses or a
warehousing/distribution uses depending on market interest.
Staff has worked with the applicant to ensure that all concerns have been addressed, and the
applicant concurs with the recommended Conditions of Approval.
ANALYSIS
Site Plan
The project site is comprised of one vacant parcel located on the northwest corner of the
Winchester Road and Roick Drive intersection. The project site slopes up from Winchester Road
which elevates the approximately 7,057 square foot structure above the public right-of-way.
Vehicles and pedestrians will obtain access to the site via Roick Drive. Once on the property,
visitors will enter the parking lot. A gated access point is provided at the end of the parking lot to
restrict unauthorized access to the truck yard. The truck yard provides enough space to allow
commercial trucks to maneuver. An exterior employee break area is provided along the north side
of the structure.
As previously mentioned, the uses for the project will be based on market demand. Parking has
been analyzed utilizing the most intense possible use allowed in the LI zone (Research and
Development). The project will require 20 parking spaces if a Research and Development use with
related offices is housed in the structure. The project proposes 20 parking spaces thus meeting the
parking requirement. It is important to note that a mezzanine is not included with the project. Any
future mezzanine may require additional parking.
Architecture
The proposed development is architecturally consistent with the surrounding built industrial
environment. The project will utilize masonry block as the primary building material with stucco
columns and tinted glass as supporting materials. These materials are consistent with neighboring
structures. The project also meets the height requirement for the LI zone by not exceeding fifty
3
feet. In addition, all rooftop mechanical equipment will be screened from view from the public
right-of-way.
Landscaping
A portion of the slope fronting Winchester Road already contains landscaping. This landscaping
will remain in place and be protected during construction activities. The project will also
incorporate new landscaping. Some of the proposed plantings include Bay Laurel and Thornless
Palo Verde in 24” boxes, Red Yucca, Dwarf Bottlebrush, and Cat’s Claw Vine. The landscaping
for the project is consistent with the City of Temecula Municipal Code requirements.
LEGAL NOTICING REQUIREMENTS
Notice of the public hearing was published in The Press-Enterprise on February 6, 2025 and
mailed to the property owners within the required 600-foot radius.
ENVIRONMENTAL DETERMINATION
In accordance with the California Environmental Quality Act, the proposed project has been
deemed to be categorically exempt from further environmental review (Section 15332, Class 32,
In-fill Development Projects).
The project is consistent with all applicable General Plan requirements and is located on a site
within city limits that totals less than five acres. In addition, the applicant completed the HANS
process through the Regional Conservation Authority and the site was found to have no suitable
habitat for endangered, rare, or threatened species. Finally, the site will not have any significant
effects related to related to traffic, air, noise, or water quality, and the site can be serviced by all
utilities.
FINDINGS
Development Plans (Development Code Section 17.05.010.F)
The proposed use is in conformance with the General Plan for Temecula and with all applicable
requirements of State law and other Ordinances of the City.
The project will allow for the construction of a building on a parcel zoned Light Industrial.
Industrial uses are permitted within properties zoned Light Industrial. The project has been
reviewed and conditioned to ensure conformance with the General Plan for Temecula and with all
applicable requirements of State law and other Ordinances of the City. In addition, any future uses
for the site will be reviewed to ensure consistency with the General Plan for Temecula during the
business license review process.
The overall development of the land is designed for the protection of the public health, safety, and
general welfare.
4
The project has been designed and conditioned to ensure compliance with the Building,
Development, and Fire codes. These codes contain provisions designed to provide for the
protection of the public health, safety, and general welfare. Negative impacts are not anticipated.
ATTACHMENTS: 1. Vicinity Map
2. DH Resolution
3. Exhibit A - Draft Conditions of Approval
4. Exhibit C - Plan Reductions
5. Notice of Public Hearing
6. Draft Notice of Exemption for County Clerk
DH RESOLUTION NO. 2025-
A RESOLUTION OF THE DIRECTOR OF COMMUNITY
DEVELOPMENT OF THE CITY OF TEMECULA
APPROVING PLANNING APPLICATION NO. PA23-0227, A
DEVELOPMENT PLAN FOR AN APPROXIMATELY 7,057
SQUARE FOOT WAREHOUSE BUILDING WITH OFFICE
SPACE LOCATED AT 42974 ROICK DRIVE AND MAKING
A FINDING OF EXEMPTION UNDER THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) (APN 909-320-
056)
Section 1. Procedural Findings. The Director of Community Development of the City
of Temecula does hereby find, determine and declare that:
A. On June 1, 2023, 4M Engineering and Development, Inc., c/o Sherrie Munroe on
behalf of Sailhouse Temecula, LLC, filed Planning Application No. PA23-0227, a
Development Plan Application, in a manner in accord with the City of Temecula General Plan
and Development Code.
B. The Application was processed including, but not limited to a public notice, in the
time and manner prescribed by State and local law.
C. The Director of Community Development, at a regular meeting, considered the
Application and environmental review on February 20, 2025, at a duly noticed public hearing as
prescribed by law, at which time the City staff and interested persons had an opportunity to and
did testify either in support or in opposition to this matter.
D. At the conclusion of the Director’s Hearing and after due consideration of the
testimony, the Director of Community Development approved Planning Application No.
PA23-0227 subject to Conditions of Approval, after finding that the project proposed in Planning
Application No. PA23-0227, conformed to the City of Temecula’s General Plan Development
Code.
Section 2. Further Findings. The Director of Community Development, in approving
Planning Application No. PA23-0227, hereby makes the following findings as required by
Development Code Section 17.05.010.F (Development Plans).
A. The proposed use is in conformance with the General Plan for Temecula and with
all applicable requirements of State law and other Ordinances of the City;
The project will allow for the construction of a building on a parcel zoned Light Industrial.
Industrial uses are permitted within properties zoned Light Industrial. The project has been
reviewed and conditioned to ensure conformance with the General Plan for Temecula and
with all applicable requirements of State law and other Ordinances of the City. In addition,
any future uses for the site will be reviewed to ensure consistency with the General Plan
for Temecula during the business license review process.
B. The overall development of the land is designed for the protection of the public
health, safety, and general welfare.
The project has been designed and conditioned to ensure compliance with the Building,
Development, and Fire codes. These codes contain provisions designed to provide for the
protection of the public health, safety, and general welfare. Negative impacts are not
anticipated.
Section 3. Environmental Findings. The Director of Community Development hereby
makes the following environmental findings and determinations in connection with the approval
of the Development Plan Application:
A. In accordance with the California Environmental Quality Act, the proposed project
has been deemed to be categorically exempt from further environmental review (Section 15332,
Class 32, In-Fill Development Projects).
The project is consistent with all applicable General Plan requirements and is located on
a site within city limits that totals less than five acres. In addition, the applicant completed
the HANS process through the Regional Conservation Authority and the site was found to
have no suitable habitat for endangered, rare, or threatened species. Finally, the site will
not have any significant effects related to traffic, air, noise, or water quality, and the site
can be serviced by all utilities.
Section 4. Conditions. The Director of Community Development of the City of
Temecula approves Planning Application No. PA23-0227, a Development Plan, for an
approximately 7,066 square foot warehouse building with office space located at 42974 Roick
Drive, subject to the Final Conditions of Approval set forth on Exhibit A and the Plans set forth
on Exhibit B, attached hereto, and incorporated herein by this reference.
Section 5. PASSED, APPROVED AND ADOPTED by the City of Temecula
Director of Community Development this 20th day of February, 2025.
Matt Peters
Interim Director of Community Development
I, Denise Jacobo, Secretary of the Temecula Director’s Hearing, do hereby certify that the
forgoing DH Resolution No. 2025- was duly and regularly adopted by the Interim Director
of Community Development of the City of Temecula at a regular meeting thereof held on the
20th day of February, 2025
Denise Jacobo, Secretary
CITY OF TEMECULA
CONDITIONS OF APPROVAL ACCEPTANCE
Planning Application Number: PA23-0227
By signing below, I/we have agreed to the following Conditions of Approval, including (but not limited
to) any referenced documents, local, state, or federal regulations, statement of operations, hours
of operation, floor plans, site plans, and Conditions that may require the payment or reimbursement
of fees, as described. I/we have read the attached Conditions of Approval and understand them.
I/we also understand that violations or non-compliance with these Conditions of Approval, may
delay a project, and/or result in the revocation of a permit in accordance with the Temecula
Municipal Code. I/we are also responsible for disclosing these Conditions of Approval to any
successive owners/operators. I/we agree and commit to the City of Temecula that I/we will
implement and abide by the Conditions of Approval, including any indemnification requirements
imposed by those conditions.
Property Owner Printed Name
_________________________
Applicant Printed Name
_________________________
Property Owner Signature & Date
___________________________
Applicant Signature & Date
___________________________
Parcel Number(s):
909-320-056
EXHIBIT A
CITY OF TEMECULA
DRAFT CONDITIONS OF APPROVAL
Planning Application No.:
Project Description:
PA23 -0227
Sailhouse Temecula Development Plan: A Development Plan for an
approximately 7,057 square foot warehouse building with office space. The
project is located at 42974 Roick Drive.
Assessor's Parcel No.: 909-320-056
Industrial MSHCP Category:
Business Park/Industrial DIF Category:
TUMF Category:
Quimby Category:
Approval Date:
Expiration Date:
Per WRCOG Requirements
N/A (Non-Residential Project)
February 20, 2025
February 20, 2028
New Street In-lieu of Fee: N/A (Not Located within the Uptown Temecula Specific Plan)
PLANNING DIVISION
Within 48 Hours of the Approval
Page 1 of 18
Applicant Filing Notice of Exemption. APPLICANT ACTION REQUIRED:
The applicant/developer is responsible for filing the Notice of Exemption as required under
Public Resources Code Section 21152 and California Code of Regulations Section 15062 within
48 hours of the project approval. If within said 48-hour period the applicant/ developer has not
filed the Notice of Exemption as required above, the approval for the project granted shall be
void due to failure of this condition. Failure to submit the Notice of Exemption will result in an
extended period of time for legal challenges.
FEES:
Fees for the Notice of Exemption include the Fifty Dollar County ($50.00) administrative fee.
The County of Riverside charges additional fees for credit card transactions.
FILING:
The City shall provide the applicant with a Notice of Exemption within 24 hours of approval via
email. If the applicant/developer has not received the Notice of Exemption within 24 hours of
approval, they shall contact the case Planner immediately. All CEQA documents must be filed
online with the Riverside County Assessor – County Clerk- Recorder. A direct link to the CEQA
filings page is available at TemeculaCA.gov/CEQA.
COPY OF FILINGS:
The applicant shall provide the City with a digital copy of the required filings within 48 hours.
1.
General Requirements
ADA Parking. All ADA parking stalls on the premises shall be marked in accordance with
Section 22511.8 of the California Vehicle Code.
2.
Indemnification of the City. Indemnity, Duty to Defend and Obligation to Pay Judgments and
Defense Costs, Including Attorneys’ Fees, Incurred by the City. The Applicant shall defend,
indemnify, and hold harmless the City, its elected officials, officers, employees, volunteers,
agents, and those City agents serving as independent contractors in the role of City officials
(collectively “Indemnitees”) from and against any claims, damages, actions, causes of actions,
lawsuits, suits, proceedings, losses, judgments, costs, and expenses (including, without
limitation, attorneys’ fees or court costs) in any manner arising out of or incident to the Planning
Commission’s actions, this approval and the City Council’s actions, related entitlements, or the
City’s environmental review thereof. The Applicant shall pay and satisfy any judgment, award
or decree that may be rendered against City or the other Indemnitees in any such suit, action,
or other legal proceeding. The City shall promptly notify the Applicant of any claim, action, or
proceeding and the City shall reasonably cooperate in the defense. If the City fails to promptly
notify the Applicant of any claim, action, or proceeding, or if the City fails to reasonably
cooperate in the defense, the Applicant shall not thereafter be responsible to defend, indemnify,
or hold harmless the City or the Indemnitees. The City shall have the right to select counsel of
its choice. The Applicant shall reimburse the City, and the other Indemnitees, for any and all
legal expenses and costs incurred by each of them in connection therewith or in enforcing the
indemnity herein provided. Nothing in this condition shall be construed to require the Applicant
to indemnify Indemnitees for any claim arising from the sole negligence or willful misconduct of
the Indemnitees. In the event such a legal action is filed challenging the City’s determinations
herein or the issuance of the approval, the City shall estimate its expenses for the litigation. The
Applicant shall deposit said amount with the City or, at the discretion of the City, enter into an
agreement with the City to pay such expenses as they become due.
3.
Page 2 of 18
Test Bond Language. The developer shall comply with the provisions of Chapter 24, Section
18.24.140 of the Temecula Municipal Code by posting security and entering into an agreement
to guarantee the erosion & sediment control improvements.”
4.
Expiration. This approval shall be used within three years of the approval date; otherwise, it
shall become null and void. Use means the beginning of substantial construction contemplated
by this approval within the three-year period, which is thereafter diligently pursued to
completion, or the beginning of substantial utilization contemplated by this approval, or use of
a property in conformance with a Conditional Use Permit.
A modification made to an approved development plan does not affect the original approval date
of a development plan.
5.
Time Extension. The Director of Community Development may, upon an application being filed
prior to expiration, and for good cause, grant a time extension of up to five extensions of time,
one year at a time.
A modification made to an approved development plan does not affect the original approval date
of a development plan.
6.
Conformance with Approved Plans. The development of the premises shall substantially
conform to the approved site plan and elevations contained on file with the Planning Division.
7.
Signage Permits. A separate building permit shall be required for all signage. 8.
Landscape Maintenance. Landscaping installed for the project shall be continuously
maintained to the reasonable satisfaction of the Director of Community Development. If it is
determined that the landscaping is not being maintained, the Director of Community
Development shall have the authority to require the property owner to bring the landscaping into
conformance with the approved landscape plan. The continued maintenance of all landscaped
areas shall be the responsibility of the developer or any successors in interest.
9.
Burrowing Owl Study Submittal. A Burrowing Owl Study shall be submitted prior to plan check
approval for the grading permit. If construction is delayed or suspended for more than 30 days
after the survey, the area shall be resurveyed.
10.
Water Quality and Drainage. Other than stormwater, it is illegal to allow liquids, gels, powders,
sediment, fertilizers, landscape debris, and waste from entering the storm drain system or from
leaving the property. To ensure compliance with this Condition of Approval:
a. Spills and leaks shall be cleaned up immediately.
b. Do not wash, maintain, or repair vehicles onsite.
c. Do not hose down parking areas, sidewalks, alleys, or gutters.
d. Ensure that all materials and products stored outside are protected from rain.
e. Ensure all trash bins are covered at all times.
11.
Paint Inspection. The applicant shall paint a three-foot-by-three-foot section of the building for
Planning Division inspection, prior to commencing painting of the building.
12.
Photographic Prints. The applicant shall submit to the Planning Division for permanent filing
two 8" X 10" glossy photographic color prints of the approved color and materials board and the
colored architectural elevations. All labels on the color and materials board and elevations
shall be readable on the photographic prints.
13.
Page 3 of 18
Materials and Colors. The Conditions of Approval specified in this resolution, to the extent
specific items, materials, equipment, techniques, finishes or similar matters are specified, shall
be deemed satisfied by City staff's prior approval of the use or utilization of an item, material,
equipment, finish or technique that City staff determines to be the substantial equivalent of that
required by the Conditions of Approval. Staff may elect to reject the request to substitute, in
which case the real party in interest may appeal, after payment of the regular cost of an appeal,
the decision to the Planning Commission for its decision.
Masonry Block: Orco Masonry Block, Colors: Natural Gray, Otay Brown, Wheat
Glazing: Green Tint
Entry Columns: Omega-base 2 Plaster Color: Tavern Taupe
14.
Modifications or Revisions. The developer shall obtain City approval for any modifications or
revisions to the approval of this project (including, but not limited to, mezzanines).
15.
Trash Enclosures. The trash enclosures shall be large enough to accommodate a recycling
bin, as well as regular solid waste containers.
16.
Trash Enclosures. Trash enclosures shall be provided to house all trash receptacles utilized
on the site. These shall be clearly labeled on the site plan.
17.
Covered Trash Enclosures. All trash enclosures on site shall include a solid cover and the
construction plans shall include all details of the trash enclosures, including the solid cover in
accordance with T.M.C. 17.10.020.S
18.
Phased Construction. If construction is phased, a construction staging area plan or phasing
plan for construction equipment and trash shall be approved by the Director of Community
Development.
19.
Roof Mounted Mechanical Equipment Screening. The applicant shall be required to screen all
roof mounted mechanical equipment from view of all residences and public right of ways. If
upon final inspection it is determined that any roof equipment or backs of building parapet walls
are visible from any portion of the public right of way adjacent to the project site, the developer
shall provide screening that shall be reviewed and approved by the Director of Community
Development.
20.
Construction and Demolition Debris. The developer shall contact the City’s franchised solid
waste hauler for disposal of construction and demolition debris and shall provide the Planning
Division verification of arrangements made with the City’s franchise solid waste hauler for
disposal of construction and demolition debris. Only the City’s franchisee may haul demolition
and construction debris.
21.
Public Art Ordinance. The applicant shall comply with the requirements of the City’s Public Art
Ordinance as defined in Chapter 5.08 of the Temecula Municipal Code.
22.
Property Maintenance. All parkways, including within the right-of-way, entryway median,
landscaping, walls, fencing, recreational facilities, and on-site lighting shall be maintained by
the property owner or maintenance association.
23.
Prior to Issuance of Grading Permit
Placement of Transformer. Provide the Planning Division with a copy of the underground water
plans and electrical plans for verification of proper placement of transformer(s) and double
detector check valves prior to final agreement with the utility companies.
24.
Placement of Double Detector Check Valves. Double detector check valves shall be installed
at locations that minimize their visibility from the public right-of-way, subject to review and
approval by the Director of Community Development.
25.
Page 4 of 18
Archaeological/Cultural Resources Grading Note. The following shall be included in the Notes
Section of the Grading Plan: “If at any time during excavation/construction of the site,
archaeological/cultural resources, or any artifacts or other objects which reasonably appears to
be evidence of cultural or archaeological resource are discovered, the property owner shall
immediately advise the City of such and the City shall cause all further excavation or other
disturbance of the affected area to immediately cease. The Director of Community
Development at their sole discretion may require the property owner to deposit a sum of money
it deems reasonably necessary to allow the City to consult and/or authorize an independent,
fully qualified specialist to inspect the site at no cost to the City, in order to assess the
significance of the find. Upon determining that the discovery is not an archaeological/ cultural
resource, the Director of Community Development shall notify the property owner of such
determination and shall authorize the resumption of work. Upon determining that the discovery
is an archaeological/cultural resource, the Director of Community Development shall notify the
property owner that no further excavation or development may take place until a mitigation plan
or other corrective measures have been approved by the Director of Community Development.”
26.
Cultural Resources Treatment Agreement. The developer is required to enter into a Cultural
Resources Treatment Agreement with the Pechanga Tribe. The agreement shall be in place
prior to issuance of a grading permit. To accomplish this, the applicant should contact the
Pechanga Tribe no less than 30 days and no more than 60 days prior to issuance of a grading
permit. This Agreement will address the treatment and disposition of cultural resources, the
designation, responsibilities, and participation of professional Pechanga Tribal monitors during
grading, excavation and ground disturbing activities; project grading and development
scheduling; terms of compensation for the monitors; and treatment and final disposition of any
cultural resources, sacred sites, and human remains discovered onsite. The Pechanga
monitor's authority to stop and redirect grading will be exercised in consultation with the project
archaeologist in order to evaluate the significance of any potential resources discovered on the
property. Pechanga and archaeological monitors shall be allowed to monitor all grading,
excavation and groundbreaking activities, and shall also have the limited authority to stop and
redirect grading activities should an inadvertent cultural resource be identified.
27.
Discovery of Cultural Resources. The following shall be included in the Notes Section of the
Grading Plan: “If cultural resources are discovered during the project construction (inadvertent
discoveries), all work in the area of the find shall cease, and the qualified archaeologist and the
Pechanga monitor shall investigate the find, and make recommendations as to treatment.”
28.
Archaeological Monitoring Notes. The following shall be included in the Notes Section of the
Grading Plan: “A qualified archaeological monitor will be present and will have the authority to
stop and redirect grading activities, in consultation with the Pechanga Tribe and their designated
monitors, to evaluate the significance of any archaeological resources discovered on the
property.”
29.
Tribal Monitoring Notes. The following shall be included in the Notes Section of the Grading
Plan: “A Pechanga Tribal monitor will be present and will have the authority to stop and redirect
grading activities, in consultation with the project archaeologist and their designated monitors,
to evaluate the significance of any potential resources discovered on the property."
30.
Relinquishment of Cultural Resources. The following shall be included in the Notes Section of
the Grading Plan: “The landowner agrees to relinquish ownership of all cultural resources,
including all archaeological artifacts that are found on the project area, to the Pechanga Tribe
for proper treatment and disposition.”
31.
Page 5 of 18
Preservation of Sacred Sites. The following shall be included in the Notes Section of the
Grading Plan: “All sacred sites are to be avoided and preserved.”
32.
MSHCP Pre-Construction Survey. A 30 -day preconstruction survey, in accordance with
MSHCP guidelines and survey protocol, shall be conducted prior to ground disturbance. The
results of the 30-day preconstruction survey shall be submitted to the Planning Division prior to
scheduling the pre-grading meeting with Public Works. If construction is delayed or suspended
for more than 30 days after the survey, the area shall be resurveyed.
33.
Burrowing Owl Grading Note. The following shall be included in the Notes Section of the
Grading Plan: “No grubbing/clearing of the site shall occur prior to scheduling the pre-grading
meeting with Public Works. All project sites containing suitable habitat for burrowing owls,
whether owls were found or not, require a 30-day preconstruction survey that shall be conducted
within 30 days prior to ground disturbance to avoid direct take of burrowing owls. If the results
of the survey indicate that no burrowing owls are present on-site, then the project may move
forward with grading, upon Planning Division approval. If burrowing owls are found to be
present or nesting on-site during the preconstruction survey, then the following
recommendations must be adhered to: Exclusion and relocation activities may not occur
during the breeding season, which is defined as March 1 through August 31, with the following
exception: From March 1 through March 15 and from August 1 through August 31 exclusion
and relocation activities may take place if it is proven to the City and appropriate regulatory
agencies (if any) that egg laying or chick rearing is not taking place. This determination must
be made by a qualified biologist.” If construction is delayed or suspended for more than 30
days after the survey, the area shall be resurveyed.
34.
Rough Grading Plans. A copy of the Rough Grading Plans shall be submitted and approved
by the Planning Division.
35.
Archaeologist Retained. Prior to beginning project construction, the Project Applicant shall
retain a Riverside County qualified/City of Temecula approved archaeological monitor to monitor
all ground-disturbing activities in an effort to identify any unknown archaeological resources.
Any newly discovered cultural resource deposits shall be subject to a cultural resources
evaluation. The archaeological monitor's authority to stop and redirect grading will be exercised
in consultation with the Pechanga Tribe in order to evaluate the significance of any potential
resources discovered on the property. Pechanga and archaeological monitors shall be allowed
to monitor all grading, excavation and groundbreaking activities, and shall also have the limited
authority to stop and redirect grading activities should an inadvertent cultural resource be
identified. The archaeologist shall provide a final monitoring report at the end of all earthmoving
activities to the City of Temecula, the Pechanga Tribe and the Eastern Information Center at
UC, Riverside.
36.
Human Remains. If human remains are encountered, California Health and Safety Code
Section 7050.5 states that no further disturbance shall occur until the Riverside County Coroner
has made the necessary findings as to origin. Further, pursuant to California Public Resources
Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final
decision as to the treatment and disposition has been made. If the Riverside County Coroner
determines the remains to be Native American, the Native American Heritage Commission must
be contacted within 24 hours. The Native American Heritage Commission must then
immediately identify the “most likely descendant(s)” of receiving notification of the discovery.
The most likely descendant(s) shall then make recommendations within 48 hours, and engage
in consultations concerning the treatment of the remains as provided in Public Resources Code
5097.98 and the Treatment Agreement described in these conditions.
37.
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Prior to Issuance of Building Permit
Transportation Uniform Mitigation Fee (TUMF). The Western Riverside County of
Governments administers and collects the Transportation Uniform Mitigation Fee (TUMF). The
City of Temecula adopted an ordinance on March 31, 2003 for a Riverside County area wide
Transportation Uniform Mitigation Fee (TUMF). This project is subject to payment of these fees
at the time of building permit issuance (paid to WRCOG). The fees are subject to the provisions
of Chapter 15.08 of the Temecula Municipal Code and the fee schedule in effect at the time of
building permit issuance. Additional information on payment, fees, and points of contact can be
found at http://www.wrcog.cog.ca.us/174/TUMF
38.
Development Impact Fee (DIF). The developer shall comply with the provisions of Title 15,
Chapter 15.06 of the Temecula Municipal Code and all its resolutions by paying the appropriate
City fee. Developers may request an audit of impact fees and/or may request notice for meetings
related to the fee account or fund information.
39.
Construction Landscaping and Irrigation Plans. Construction Landscaping and Irrigation Plans
shall be reviewed and approved by the Planning Division. These plans shall be submitted as
a separate submittal, not as part of the building plans or other plan set. These plans shall
conform to the approved conceptual landscape plan, or as amended by these conditions. The
location, number, height and spread, water usage or KC value, genus, species, and container
size of the plants shall be shown. The plans shall be consistent with the Water Efficient
Ordinance and Water Storage Contingency Plan per the Rancho California Water District. The
plans shall be accompanied by the appropriate filing fee (per the City of Temecula Fee Schedule
at time of submittal) and one copy of the approved Grading Plan.
40.
Landscaping Site Inspections. The Landscaping and Irrigation Plans shall include a note
stating, “Three landscape site inspections are required. The first inspection will be conducted
at installation of irrigation while trenches are open. This will verify that irrigation equipment and
layout is per plan specifications and details. Any adjustments or discrepancies in actual
conditions will be addressed at this time and will require an approval to continue. Where
applicable, a mainline pressure check will also be conducted. This will verify that the irrigation
mainline is capable of being pressurized to 150 psi for a minimum period of two hours without
loss of pressure. The second inspection will verify that all irrigation systems are operating
properly, and to verify that all plantings have been installed consistent with the approved
construction landscape plans. The third inspection will verify property landscape maintenance
for release of the one-year landscape maintenance bond.” The applicant/owner shall contact
the Planning Division to schedule inspections.
41.
Agronomic Soils Report. The Landscaping and Irrigation Plans shall include a note on the
plans stating, “The contractor shall provide two copies of an agronomic soils report at the first
irrigation inspection.”
42.
Water Usage Calculations. The Landscaping and Irrigation Plans shall include water usage
calculations per Chapter 17.32 of the Development Code (Water Efficient Ordinance), the total
cost estimate of plantings and irrigation (in accordance with approved plan). Applicant shall
use evapotranspiration (ETo) factor of 0.70 for calculating the maximum allowable water budget.
43.
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Landscape Maintenance Program. A landscape maintenance program shall be submitted to
the Planning Division for approval. The landscape maintenance program shall detail the proper
maintenance of all proposed plant materials to assure proper growth and landscape
development for the long-term esthetics of the property. The approved maintenance program
shall be provided to the landscape maintenance contractor who shall be responsible to carry
out the detailed program.
44.
Specifications of Landscape Maintenance Program. Specifications of the landscape
maintenance program shall indicate, “Three landscape site inspections are required. The first
inspection will be conducted at installation of irrigation while trenches are open. This will verify
that irrigation equipment and layout is per plan specifications and details. Any adjustments or
discrepancies in actual conditions will be addressed at this time and will require an approval to
continue. Where applicable, a mainline pressure check will also be conducted. This will verify
that the irrigation mainline is capable of being pressurized to 150 psi for a minimum period of
two hours without loss of pressure. The second inspection will verify that all irrigation systems
are operating properly, and to verify that all plantings have been installed consistent with the
approved construction landscape plans. The third inspection will verify property landscape
maintenance for release of the one-year landscape maintenance bond.” The applicant/owner
shall contact the Planning Division to schedule inspections.
45.
Irrigation. The landscaping plans shall include automatic irrigation for all landscaped areas
and complete screening of all ground mounted equipment from view of the public from streets
and adjacent property for private common areas; front yards and slopes within individual lots;
shrub planting to completely screen perimeter walls adjacent to a public right-of-way equal to
66 feet or larger; and, all landscaping excluding City maintained areas and front yard
landscaping which shall include, but may not be limited to, private slopes and common areas.
46.
Hardscaping. The landscape plans shall include all hardscaping for equestrian trails and
pedestrian trails within private common areas.
47.
Precise Grading Plans. Precise Grading Plans shall be consistent with the approved rough
grading plans including all structural setback measurements.
48.
Building Construction Plans for Outdoor Areas. Building Construction Plans shall include
detailed outdoor areas (including but not limited to trellises, decorative furniture, hardscape,
etc.) to match the style of the building subject to the approval of the Director of Community
Development.
49.
Landscaping Requirement for Phased Development. If any phase or area of the project site is
not scheduled for development within six months of the completion of grading, the landscaping
plans shall indicate it will be temporarily landscaped (which may include a requirement for
regular irrigation) for dust and soil erosion control.
50.
WQMP Landscape Compliance. The construction landscape plans shall be consistent with
Appendix A, Table 31 of the Low Impact Development (LID) Manual for Southern California for
plant materials and treatment facilities, and shall reference the approved precise grading plan
for WQMP features.
51.
Utility Screening. All utilities shall be screened from public view. Landscape construction
drawings shall show and label all utilities and provide appropriate screening. Provide a
three-foot clear zone around fire check detectors as required by the Fire Department before
starting the screen. Group utilities together in order to reduce intrusion. Screening of utilities
is not to look like an after-thought. Plan planting beds and design around utilities. Locate all
light poles on plans and ensure that there are no conflicts with trees.
52.
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Prior to Release of Power, Building Occupancy or Any Use Allowed by This Permit
Screening of Loading Areas. The applicant shall be required to screen all loading areas and
roof mounted mechanical equipment from view of all residences and public right-of-ways. If
upon final inspection it is determined that any mechanical equipment, roof equipment or backs
of building parapet walls are visible from any portion of the public right-of-way adjacent to the
project site, the developer shall provide screening by constructing a sloping tile covered
mansard roof element or other screening reviewed and approved by the Director of Community
Development.
53.
Landscape Installation Consistent with Construction Plans. All required landscape planting
and irrigation shall have been installed consistent with the approved construction plans and
shall be in a condition acceptable to the Director of Community Development. The plants shall
be healthy and free of weeds, disease, or pests. The irrigation system shall be properly
constructed and in good working order.
54.
Performance Securities. Performance securities, in amounts to be determined by the Director
of Community Development, to guarantee the maintenance of the plantings in accordance with
the approved construction landscape and irrigation plan, shall be filed with the Planning Division
for a period of one year from final Certificate of Occupancy. After that year, if the landscaping
and irrigation system have been maintained in a condition satisfactory to the Director of
Community Development, the bond shall be released upon request by the applicant.
55.
Installation of Site Improvements. All site improvements, including but not limited to, parking
areas and striping shall be installed.
56.
Compliance with Conditions of Approval. All of the foregoing conditions shall be complied with
prior to occupancy or any use allowed by this approval.
57.
Outside Agencies
Flood Protection. Flood protection shall be provided in accordance with the Riverside County
Flood Control Districts transmittal dated June 13, 2023, a copy of which is attached. The fee
is made payable to the Riverside County Flood Control Water District by either a cashier’s check
or money order, prior to the issuance of a grading permit (unless deferred to a later date by the
District), based upon the prevailing area drainage plan fee.
58.
Compliance with Dept. of Environmental Health. The applicant shall comply with the
recommendations set forth in the County of Riverside Department of Environmental Health’s
transmittal dated June 6, 2024, a copy of which is attached.
59.
Compliance with RCWD. The applicant shall comply with the recommendations set forth in the
Rancho California Water District’s transmittal dated April 9, 2024, a copy of which is attached.
60.
Regional Conservation Authority (RCA) Approval Letter. The project shall be in conformance
with all requirements and stipulations described in the RCA approval letter for JPR No.
23-05-12-01 attached herein.
61.
PUBLIC WORKS DEPARTMENT
General Requirements
Conditions of Approval. The developer shall comply with all Conditions of Approval, the
Engineering and Construction Manual and all City codes/standards at no cost to any
governmental agency.
62.
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Entitlement Approval. The developer shall comply with the approved site plan, the conceptual
Water Quality Management Plan (WQMP) and other relevant documents approved during
entitlement. Any significant omission to the representation of site conditions may require the
plans to be resubmitted for further review and revision.
63.
Precise Grading Permit. A precise grading permit for on site improvements (outside of public
right-of-way) shall be obtained from Public Works.
64.
Haul Route Permit. A haul route permit may be required when soils are moved on public
roadways to or from a grading site. The developer/contractor is to verify if the permit is
required. If so, he shall comply with all conditions and requirements per the City’s Engineering
and Construction Manual and as directed by Public Works.
65.
Encroachment Permits. Prior to commencement of any applicable construction, encroachment
permit(s) are required and shall be obtained from Public Works for public offsite improvements.
66.
Street Improvement Plans. The developer shall submit public/private street improvement
plans for review and approval by Public Works. The plans shall be in compliance with Caltrans
and City codes/standards; and shall include, but not limited to, plans and profiles showing
existing topography, existing/proposed utilities, proposed centerline, top of curb and flowline
grades.
67.
Signing & Striping Plan. A signing & striping plan, designed by a registered civil engineer per
the latest edition of Caltrans MUTCD standards, shall be included with the street improvement
plans for approval.
68.
Private Drainage Facilities. All onsite drainage and water quality facilities shall be privately
maintained.
69.
Prior to Issuance of a Grading Permit
Environmental Constraint Sheet (ECS). The developer shall comply with all constraints per the
recorded ECS with any underlying maps related to the subject property.
70.
Grading/Erosion & Sediment Control Plan. The developer shall submit a grading/erosion &
sediment control plan(s) to be reviewed and approved by Public Works. All plans shall be
coordinated for consistency with adjacent projects and existing improvements contiguous to the
site. The approved plan shall include all construction-phase pollution-prevention controls to
adequately address non-permitted runoff. Refer to the City’s Engineering & Construction
Manual at: www.TemeculaCA.gov/ECM
71.
Erosion & Sediment Control Securities. The developer shall comply with the provisions of
Chapter 18, Section 18.24.140 of the Temecula Municipal Code by posting security and entering
into an agreement to guarantee the erosion & sediment control improvements.
72.
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NPDES General Permit Compliance. The developer shall obtain project coverage under the
State National Pollutant Discharge Elimination System (NPDES) General Permit for
Construction Activities and shall provide the following:
a. A copy of the Waste Discharge Identification Number (WDID) issued by the State Water
Resources Control Board (SWRCB);
b. The project’s Risk Level (RL) determination number; and
c. The name, contact information and certification number of the Qualified SWPPP Developer
(QSD)
Pursuant to the State Water Resources Control Board (SWRCB) requirements and City’s storm
water ordinance, a Storm Water Pollution Prevention Plan (SWPPP) shall be generated and
submitted to the Board. Throughout the project duration, the SWPPP shall be routinely
updated and readily available (onsite) to the State and City. Review
www.cabmphandbooks.com for SWPPP guidelines. Refer to the following link:
http://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.shtml
73.
Water Quality Management Plan (WQMP) and O&M Agreement. The developer shall submit
a final WQMP (prepared by a registered professional engineer) with the initial grading plan
submittal, based on the conceptual WQMP from the entitlement process. It must receive
acceptance by Public Works. A copy of the final project-specific WQMP must be kept onsite at
all times. In addition, a completed WQMP Operation and Maintenance (O&M) Agreement shall
be submitted for review and approval. Upon approval from City staff, the applicant shall record
the O&M agreement at the County Recorder's Office in Temecula. Refer to the WQMP template
and agreement link: www.TemeculaCA.gov/WQMP. As part of the WQMP approval, the
Engineer of Record shall report and certify BMP construction per City of Temecula NPDES
requirements. Should the project require Alternative Compliance, the developer is responsible
for execution of an approved Alternative Compliance Agreement.
74.
Area Drainage Plan (ADP) Fee to RCFC&WCD. The developer shall demonstrate to the City
that the flood mitigation charge (ADP fee) has been paid to RCFC&WCD. If the full ADP fee has
already been credited to this property, no new charge will be required.
75.
Drainage. All applicable drainage shall be depicted on the grading plan and properly
accommodated with onsite drainage improvements and water quality facilities, which shall be
privately maintained. Alterations to existing drainage patterns or concentration and/or diverting
flows is not allowed unless the developer constructs adequate drainage improvements and
obtains the necessary permissions from the downstream property owners. All drainage leaving
the site shall be conveyed into a public storm drain system, if possible. The creation of new
cross lot drainage is not permitted.
76.
Drainage Study. A drainage study shall be prepared by a registered civil engineer and
submitted to Public Works with the initial grading plan check in accordance with City, Riverside
County and engineering standards. The study shall identify storm water runoff quantities (to
mitigate the 10 and 100-year storm event for 24-hour storm duration peak flow) from the
development of this site and upstream of the site. It shall identify all existing or proposed offsite
or onsite, public or private, drainage facilities intended to discharge this runoff. Runoff shall be
conveyed to an adequate outfall capable of receiving the storm water runoff without damage to
public or private property. The study shall include a capacity analysis verifying the adequacy
of all facilities. Any upgrading or upsizing of drainage facilities necessary to convey the storm
water runoff shall be provided as part of development of this project.
77.
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Soils Report. A soils report, prepared by a registered soil or civil engineer, shall be submitted
to Public Works with the initial grading plan submittal. The report shall address the site’s soil
conditions and provide recommendations for the construction of engineered structures and
preliminary pavement sections.
78.
Letter of Permission/Easement. The developer shall obtain documents (letters of permission
or easements) for any offsite work performed on adjoining properties. The document’s format
is as directed by, and shall be submitted to, Public Works for acceptance. The document
information shall be noted on the approved grading plan.
79.
Sight Distance. The developer shall limit landscaping in the corner cut-off area of all street
intersections and adjacent to driveways to provide for minimum sight distance and visibility.
80.
Habitat Conservation Fee. The developer shall comply with the provisions of Chapter 8.24 of
the Temecula Municipal Code (Habitat Conservation) by paying the appropriate fee set forth in
the ordinance or by providing documented evidence that the fees have already been paid.
81.
American Disability Act. The developer shall ensure that all frontage areas to the proposed
development within the public right of way are ADA compliant. Any sidewalk within the public
right of way found to be non-compliant shall be the responsibility of the property owner to be
removed and replaced with ADA compliant sidewalk per the Streets and Highway Code Section
5610.
82.
Prior to Issuance of Encroachment Permit(s)
Public Utility Agency Work. The developer shall submit all relevant documentation due to
encroaching within City right-of-way; and is responsible for any associated costs and for making
arrangements with each applicable public utility agency.
83.
Traffic Control Plans. A construction area traffic control plan (TCP) will be required for lane
closures and detours or other disruptions to traffic circulation; and shall be reviewed and
approved by Public Works. The TCP shall be designed by a registered civil or traffic engineer
in conformance with the latest edition of the Caltrans Manual on Uniform Traffic Control Devices
(MUTCD) and City standards.
84.
Improvement Plans. All improvement plans (including but not limited to street, storm drain,
traffic) shall be reviewed and approved by Public Works.
85.
Street Trenching. All street trenches shall conform to City Standard No. 407; refer to the City’s
Paving Notes.
86.
Prior to Issuance of Building Permit(s)
Construction of Street Improvements. All street improvement plans shall be approved by
Public Works. The developer shall start construction of all public street improvements, as
outlined below, in accordance to the City’s General Plan/Circulation Element and corresponding
City standards. All street improvement designs shall provide adequate right-of-way and
pavement transitions per Caltrans’ standards to join existing street improvements.
a. Roick Drive (Collector (2 lanes undivided) Standard No. 103A – 78’ R/W) to include
installation streetlights, drainage facilities, signing and striping and utilities (including but not
limited to water and sewer).
87.
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Streetlights. a. Street Light Plan – Street lighting shall be designed in accordance with the
latest City Standards and Specifications for LS-3 street light rates, and as determined by the
City Engineer.
b. Onsite and Offsite Street Lights Ownership and Maintenance – All proposed public and
private streetlights shall be designed in accordance with City approved standards and
specifications, or as determined and approved by the City Engineer. The City shall have
ownership and maintenance of all proposed public streetlights and associated appurtenances,
and shall be provided with adequate service points for power. The design shall be incorporated
in the project’s street improvement plans or in a separate street light plan as determined and
approved by the City Engineer.
c. Streetlight Design as LS-3 Rate Lights – All new streetlights shall be designed as LS-3 rate
lights in accordance with approved City standards and specifications, and as determined by the
City Engineer.
d. Street Light Service Point Addressing – The developer shall coordinate with the PW
Department and with Southern California Edison the assignment of addresses to required street
light service points. Service points serving public streetlights shall be owned by the City and
shall be located within public’s right of way or within duly dedicated public easements.
88.
Certifications. Certifications are required from the registered civil engineer-of-record certifying
the building pad elevation(s) per the approved plans and from the soil’s engineer-of-record
certifying compaction of the building pad(s).
89.
Prior to Issuance of a Certificate of Occupancy
Completion of Improvements. The developer shall complete all work per the approved plans
and Conditions of Approval to the satisfaction of the City Engineer. This includes all on site
work (including water quality facilities), public improvements and the executed WQMP
Operation and Maintenance agreement.
90.
Utility Agency Clearances. The developer shall receive written clearance from applicable utility
agencies (i.e., Rancho California and Eastern Municipal Water Districts, etc.) for the completion
of their respective facilities and provide to Public Works.
91.
Replacement of Damaged Improvements/Monuments. Any appurtenance damaged or broken
during development shall be repaired or removed and replaced to the satisfaction of Public
Works. Any survey monuments damaged or destroyed shall be reset per City Standards by a
qualified professional pursuant to the California Business and Professional Code Section 8771.
92.
Certifications. All necessary certifications and clearances from engineers, utility companies
and public agencies shall be submitted as required by Public Works.
93.
Water Quality Management Plan (WQMP) Verification. As part of the WQMP approval, the
Engineer of Record shall report and certify BMP construction per City of Temecula NPDES
requirements. Should the project require alternative compliance, the developer is responsible
for execution of an approved Alternative Compliance Agreement.
94.
BUILDING AND SAFETY DIVISION
General Requirements
Final Building and Safety Conditions. Final Building and Safety conditions will be addressed
when building construction plans are submitted to Building and Safety for review. These
conditions will be based on occupancy, use, the California Building Code (CBC), and related
codes which are enforced at the time of building plan submittal.
95.
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Compliance with Code. All design components shall comply with applicable provisions of the
most current edition of the California Building, Plumbing and Mechanical Codes; California
Electrical Code; California Administrative Code, Title 24 Energy Code, California Title 24
Disabled Access Regulations, and Temecula Municipal Code as identified in Title 15 of the
Temecula Municipal Code.
96.
ADA Access. Applicant shall provide details of all applicable disabled access provisions and
building setbacks on plans to include:
a. Disabled access from the public way to the main entrance of the building.
b. Van accessible parking located as close as possible to the main entrance of the building.
c. Accessible path of travel from parking to the furthest point of improvement.
d. Path of accessibility from parking to furthest point of improvement.
e. Accessible path of travel from public right-of-way to all public areas on site, such as trash
enclosures, clubhouses, and picnic areas.
97.
County of Riverside Mount Palomar Ordinance. Applicant shall submit, at time of plan review,
a complete exterior site lighting plan showing compliance with County of Riverside Mount
Palomar Ordinance Number 655 for the regulation of light pollution. All streetlights and other
outdoor lighting shall be shown on electrical plans submitted to the Building and Safety Division.
Any outside lighting shall be hooded and aimed not to shine directly upon adjoining property or
public rights-of-way. All exterior LED light fixtures shall be 3,000 kelvin or below.
98.
Street Addressing. Applicant must obtain street addressing for all proposed buildings by
requesting street addressing and submitting a site plan for commercial or multi-family residential
projects or a recorded final map for single-family residential projects.
99.
Clearance from TVUSD. A receipt or clearance letter from the Temecula Valley Unified School
District shall be submitted to the Building and Safety Department to ensure the payment or
exemption from School Mitigation Fees.
100.
Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit
approvals prior to commencement of any construction work.
101.
Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards,
and any block walls will require separate approvals and permits. Solid covers are required over
new and existing trash enclosures.
102.
Sewer and Water Plan Approvals. On-site sewer and water plans will require separate
approvals and permits.
103.
Hours of Construction. Signage shall be prominently posted at the entrance to the project,
indicating the hours of construction, as allowed by the City of Temecula Code Section 9.20.060,
for any site within one-quarter mile of an occupied residence. The permitted hours of
construction are Monday through Saturday from 7:00 a.m. to 6:30 p.m. No work is permitted
on Sundays and nationally recognized Government Holidays.
104.
House Electrical Meter. Provide a house electrical meter to provide power for the operation of
exterior lighting, irrigation pedestals and fire alarm systems for each building on the site.
Developments with single user buildings shall clearly show on the plans how the operation of
exterior lighting and fire alarm systems when a house meter is not specifically proposed.
105.
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Protection of Drains and Penetration. Protection of joints and penetrations in fire
resistance-rated assemblies shall not be concealed from view until inspected for all designed
fire protection. Required fire seals/fire barriers in fire assemblies at fire resistant penetrations
shall be installed by individuals with classification or certification covering the installation of
these systems. Provide certification for the installation of each area and certification of
compliance for Building Official's approval.
106.
FIRE PREVENTION
General Requirements
Fire Hydrants. The Fire Prevention Bureau is required to set minimum fire hydrant distances
per CFC Appendix C. Super fire hydrants (6” x 4” x (2) 2 ½” outlets) shall be located on fire
access roads and adjacent public streets. For all Commercial projects hydrants shall be
spaced at 350 feet apart, and shall be located no more than 210 feet from any point on the
street or Fire Department access road(s) frontage to a hydrant. The required fire flow shall be
available from any adjacent hydrant(s) in the system. The fire line may be required to be a
looped system. (CFC Appendix C and Temecula Municipal Code Section 15.16.020).
107.
Fire Dept. Plan Review. Final fire and life safety conditions will be addressed when building
plans are reviewed by the Fire Prevention Bureau. These conditions will be based on
occupancy, use, the California Building Code (CBC), California Fire Code (CFC), and related
codes which are in force at the time of building plan submittal.
108.
Fire Flow. The Fire Prevention Bureau is required to set a minimum fire flow for the remodel
or construction of all commercial buildings per CFC Appendix B. The developer shall provide
for this project, a water system capable of delivering 2,400 GPM at 20-PSI residual operating
pressure for a 2-hour duration this commercial projects. The fire flow as given above has taken
into account all information as provided. (CFC Appendix B and Temecula Municipal Code
Section 15.16.020).
109.
Fire Requirement - Fire Riser Room. This building will be required to have a fire sprinkler riser
room with direct exterior access. This room will house the fire sprinkler riser and fire alarm
control panel. It will not share with any other equipment. (Temecula Municipal Code 15.16.020)
110.
Prior to Issuance of Grading Permit(s)
Access Road Widths. Fire Department vehicle access roads shall have an unobstructed width
of not less than 24 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches
(CFC Chapter 5 and Temecula Municipal Code Section 15.16.020).
111.
All Weather Access Roads. Fire apparatus access roads shall be designed and maintained to
support the imposed loads of fire apparatus and shall be with a surface to provide all-weather
driving capabilities. Access roads shall be 80,000 lbs. GVW with a minimum of AC thickness
of .25 feet. In accordance with Section 3310.1, prior to building construction, all locations
where structures are to be built shall have fire apparatus access roads. (CFC Chapter 5 and
Temecula Municipal Code Section 15.16.020).
112.
Gradient of Access Roads. The gradient for fire apparatus access roads shall not exceed 15
percent (CFC Chapter 5 and Temecula Municipal Code Section 15.16.020).
113.
Prior to Issuance of Building Permit(s)
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Required Submittals (Fire Underground Water). The developer shall furnish electronic copies
of the water system plans to the Fire Prevention Bureau for approval prior to installation for all
private water systems pertaining to the fire service loop. Plans shall be signed by a registered
civil engineer, contain a Fire Prevention Bureau approval signature block, and conform to
hydrant type, location, spacing and minimum fire flow standards. Hydraulic calculations will be
required with the underground submittal to ensure fire flow requirements are being met for the
on-site hydrants. Water model/flow test cannot be any older than 6 months. The plans must
be submitted and approved prior to building permit being issued (CFC Chapter 33 and Chapter
5).
114.
Required Submittals (Fire Sprinkler Systems). Fire sprinkler plans shall be submitted
electronically to the Fire Prevention Bureau for approval. Fire sprinkler plans must be
submitted by the installing contractor to the Fire Prevention Bureau. These plans must be
submitted prior to the issuance of building permit. The fire sprinkler riser will be located in its
own dedicated room, with direct exterior access. This room will house the fire sprinkler riser and
fire alarm control panel. It will not share with any other equipment.
115.
Required Submittals (Fire Alarm Systems). Fire alarm plans shall be submitted electronically
to the Fire Prevention Bureau for approval. Fire alarm plans must be submitted by the installing
contractor to the Fire Prevention Bureau. The fire alarm system is required to have a dedicated
circuit from the house panel. These plans must be submitted prior to the issuance of building
permit. The fire alarm panel will be located in its own dedicated room, with direct exterior access.
This room will house the fire sprinkler riser and fire alarm control panel. It will not share with any
other equipment.
116.
Prior to Issuance of Certificate of Occupancy
Gates and Access. All manual and electronic gates on required Fire Department access roads
or gates obstructing Fire Department building access shall be provided with the Knox Rapid
entry system for emergency access by firefighting personnel (CFC Chapter 5).
117.
High Piled Stock (Proposed). Buildings housing high-piles combustible stock shall comply with
the provisions of California Fire Code Chapter 32 and all applicable National Fire Protection
Association standards. The storage of high-piled combustible stock may require structural
design considerations or modifications to the building. Fire protection and life safety features
may include some or all of the following: an automatic fire sprinkler system(s) designed for a
specific commodity class and storage arrangement, hose stations, alarm systems, smoke vents,
draft curtains, Fire Department access doors and Fire Department access roads (CFC Chapter
32 and Temecula Municipal Code Section 15.16.020).
118.
Hydrant Verification. Hydrant locations shall be identified by the installation of reflective
markers (blue dots) (Temecula Municipal Code Section 15.16.020).
119.
Knox Box. A “Knox -Box” shall be provided. The Knox-Box shall be installed a minimum of six
feet in height and be located to the right side of the fire riser sprinkler room (CFC Chapter 5).
120.
Addressing. New buildings shall have approved address numbers, building numbers or
approved building identification placed in a position that is plainly legible and visible from the
street or road fronting the property. These numbers shall contrast with their background.
Commercial buildings shall have a minimum of 12-inch numbers with suite numbers being a
minimum of six inches in size. All suites shall have a minimum of 6-inch high letters and/or
numbers on both the front and rear doors. (CFC Chapter 5 and Temecula Municipal Code
Section 15.16.020).
121.
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POLICE DEPARTMENT
General Requirements
Landscape Height. The applicant shall ensure all landscaping surrounding all buildings are
kept at a height of no more than three feet or below the ground floor window sills. Plants,
hedges and shrubbery shall be defensible plants to deter would-be intruders from breaking into
the buildings utilizing lower level windows.
122.
Trees. Applicant shall ensure any trees surrounding building rooftops be kept at a distance to
prevent roof accessibility by would-be burglars. Since trees also act as a natural ladder, the
branches must be pruned to have a six-foot clearance from the buildings.
123.
Exterior Door Illumination. All exterior doors shall have a vandal resistant light fixture installed
above the door. The doors shall be illuminated with a minimum one-foot candle illumination at
ground level, evenly dispersed.
124.
Exterior Building Lighting. All lighting affixed to the exterior of buildings shall be wall mounted
light fixtures to provide sufficient lighting during hours of darkness.
125.
Graffiti. Any graffiti painted or marked upon the buildings or other structures must be removed
or painted over within 24 hours of being discovered. Report all such crimes to the Temecula
Police 24-hour dispatch Center at (951) 696-HELP
126.
Alarm System. Upon completion of construction, each building or business shall have an alarm
system that is monitored by a designated private alarm company to notify the Temecula Police
Department of any intrusion. All multi-tenant offices/suites/businesses located within a specific
building shall each have their own alarm system. This condition is not applicable if the business
is open 24/7.
127.
Commercial or Institutional Grade Hardware. All doors, windows, locking mechanisms, hinges,
and other miscellaneous hardware shall be commercial or institution grade.
128.
ADA Parking. All disabled parking stalls on the premises shall be marked in accordance with
Section 22511.8 of the California Vehicle Code.
129.
Page 17 of 18
Crime Prevention Through Design. Crime prevention through environmental design, as
developed by the National Crime Prevention Institute (NCPI), supports the concept that “the
proper design and effective use of the built environment can lead to a reduction in the fear and
incidence of crime and an improvement in the quality of life.” The nine primary strategies that
support this concept are included below: 1. Provide clear border definition of controlled space.
Examples of border definition may include fences, shrubbery, or signs in exterior areas. Within
a building, the arrangement of furniture and color definition can serve as a means of identifying
controlled space. 2. Provide clearly marked transitional zones. Persons need to be able to
identify when they are moving from public to semi-public to private space. 3. Gathering or
congregating areas to be located or designated in locations where there is good surveillance
and access control. 4. Place safe activities in unsafe locations. Safe activities attract normal
users to a location and subsequently render the location less attractive to abnormal users due
to observation and possible intervention. 5. Place unsafe activities in safe locations. Placing
unsafe activities in areas of natural surveillance or controlled access will help overcome risk
and make the users of the areas feel safer. 6. Redesign the use of space to provide natural
barriers. Separate activities that may conflict with each other (outdoor basketball court and
children’s play area, for example) by distance, natural terrain or other functions to avoid such
conflict. 7. Improve scheduling of space. The timing in the use of space can reduce the risk for
normal users and cause abnormal users to be of greater risk of surveillance and intervention.
8. Redesign space to increase the perception of natural surveillance. Abnormal users need to
be aware of the risk of detection and possible intervention. Windows and clear lines-of-sight
serve to provide such a perception of surveillance. 9. Overcome distance and isolation. This
strategy may be accomplished through improved communications (portable two-way radios, for
example) and design efficiencies, such as the location of restrooms in a public building.
130.
Contact. Any questions regarding these conditions should be directed to the Temecula Police
Department Crime Prevention and Plans Unit at (951) 694-6480.
131.
Business Security Survey. Businesses desiring a business security survey of their location can
contact the Crime Prevention and Plans Unit of the Temecula Police Department at (951)
695-2773.
132.
Page 18 of 18
JASON E. UHLEY 1995 MARKET STREET
General Manager-Chief Engineer RIVERSIDE, CA 92501
951.955.1200
951.788.9965 FAX www.rcflood.org
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
251461 June 13, 2023
City of Temecula
Community Development Department
41000 Main Street
Temecula, CA 92590
Attention: Mr. Eric Jones Re: PA 23-0227, APN 909-320-056
The Riverside County Flood Control and Water Conservation District (District) does not normally recommend
conditions for land divisions or other land use cases in incorporated cities. The District also does not plan Check
city land use cases or provide State Division of Real Estate letters or other flood hazard reports for such cases.
District comments/recommendations for such cases are normally limited to items of specific interest to the District
including District Master Drainage Plan facilities, other regional flood control and drainage facilities which could
be considered a logical component or extension of a master plan system, and District Area Drainage Plan fees
(development mitigation fees). In addition, information of a general nature is provided.
The District's review is based on the above-referenced project transmittal, received June 5, 2023. The District has not reviewed the proposed project in detail, and the following comments do not in any way constitute or imply
District approval or endorsement of the proposed project with respect to flood hazard, public health and safety, or
any other such issue:
☐ This project would not be impacted by District Master Drainage Plan facilities, nor are other facilities of
regional interest proposed.
☐ This project involves District proposed Master Drainage Plan facilities, namely, . The District
will accept ownership of such facilities on written request by the City. The Project Applicant shall enter
into a cooperative agreement establishing the terms and conditions of inspection, operation, and
maintenance with the District and any other maintenance partners. Facilities must be constructed to
District standards, and District plan check and inspection will be required for District acceptance. Plan
check, inspection, and administrative fees will be required. All regulatory permits (and all documents
pertaining thereto, e.g., Habitat Mitigation and Monitoring Plans, Conservation Plans/Easements) that are
to be secured by the Applicant for both facility construction and maintenance shall be submitted to the
District for review. The regulatory permits' terms and conditions shall be approved by the District prior
to improvement plan approval, map recordation, or finalization of the regulatory permits. There shall be
no unreasonable constraint upon the District's ability to operate and maintain the flood control facility(ies)
to protect public health and safety.
☐ If this project proposes channels, storm drains 36 inches or larger in diameter, or other facilities that could
be considered regional in nature and/or a logical extension a District's facility, the District would consider
accepting ownership of such facilities on written request by the City. The Project Applicant shall enter
into a cooperative agreement establishing the terms and conditions of inspection, operation, and
maintenance with the District and any other maintenance partners. Facilities must be constructed to
District standards, and District plan check and inspection will be required for District acceptance. Plan
check, inspection, and administrative fees will be required. The regulatory permits' terms and conditions
shall be approved by the District prior to improvement plan approval, map recordation, or finalization of
the regulatory permits. There shall be no unreasonable constraint upon the District's ability to operate and
maintain the flood control facility(ies) to protect public health and safety.
City of Temecula - 2 - June 13, 2023
Re: PA 23-0227, APN 909-320-056 251461
☒ This project is located within the limits of the District's Murrieta Creek/Temecula Valley Area Drainage
Plan for which drainage fees have been adopted. If the project is proposing to create additional impervious
surface area, applicable fees should be paid (in accordance with the Rules and Regulations for
Administration of Area Drainage Plans) to the Flood Control District or City prior to issuance of grading
or building permits. Fees to be paid should be at the rate in effect at the time of issuance of the actual
permit.
☐ An encroachment permit shall be obtained for any construction related activities occurring within District
right of way or facilities, namely, ______. If a proposed storm drain connection exceeds the hydraulic
performance of the existing drainage facilities, mitigation will be required. For further information,
contact the District's Encroachment Permit Section at 951.955.1266.
☐ The District's previous comments are still valid.
GENERAL INFORMATION
This project may require a National Pollutant Discharge Elimination System (NPDES) permit from the State
Water Resources Control Board. Clearance for grading, recordation, or other final approval should not be given
until the City has determined that the project has been granted a permit or is shown to be exempt.
If this project involves a Federal Emergency Management Agency (FEMA) mapped floodplain, the City should
require the applicant to provide all studies, calculations, plans, and other information required to meet FEMA
requirements, and should further require the applicant obtain a Conditional Letter of Map Revision (CLOMR)
prior to grading, recordation, or other final approval of the project and a Letter of Map Revision (LOMR) prior to
occupancy.
The project proponent shall bear the responsibility for complying with all applicable mitigation measures defined
in the California Environmental Quality Act (CEQA) document (i.e., Negative Declaration, Mitigated Negative
Declaration, Environmental Impact Report) and/or Mitigation Monitoring and Reporting Program, if a CEQA
document was prepared for the project. The project proponent shall also bear the responsibility for complying
with all other federal, state, and local environmental rules and regulations that may apply.
If a natural watercourse or mapped floodplain is impacted by this project, the City should require the applicant to
obtain a Section 1602 Agreement from the California Department of Fish and Wildlife and a Clean Water Act
Section 404 Permit from the U.S. Army Corps of Engineers, or written correspondence from these agencies
indicating the project is exempt from these requirements. A Clean Water Act Section 401 Water Quality
Certification may be required from the local California Regional Water Quality Control Board prior to issuance
of the Corps 404 permit.
Very truly yours,
AMY MCNEILL
Engineering Project Manager
ec: Riverside County Planning Department
Attn: Timothy Wheeler
EM:mm
Office Locations ● Corona ● Hemet ● Indio ● Murrieta ● Palm Springs ● Riverside
Phone (888)722-4234
www.rivcoeh.org
June 6, 2024
City of Temecula
Planning Department
Attn: Eric Jones
41000 Main Street
Temecula, CA 92590
SUBJECT: CITY OF TEMECULA – DEVELOPMENT PLAN PA23-0227 (APN: 909-
320-056)
Dear Mr. Jones:
The project listed in the subject heading of this letter is proposing the development of the
following:
PA23-0227 is a Development Plan for an approximately 7,066 square foot warehouse building
with office space. The project is located at 42974 Roick Drive.
In accordance with the agreement between the County of Riverside, Department of Environmental
Health (DEH) and the City of Temecula, DEH offers the following final
comments/recommendations:
POTABLE WATER AND SANITARY SEWER SERVICE:
A “General Condition” shall be placed on the project indicating that the subject property is
proposing to obtain potable water service from Rancho California Water District (Rancho
Water/District). It is the responsibility of this facility to ensure that all requirements to for potable
water service are met with Rancho Water/District, in addition to all other applicable agencies.
Prior to building permit issuance, provide documentation that establishes water service for the
entire project from Rancho Water District (ex: First Release Letter).
A “General Condition” shall be placed on the project indicating that the subject property is
proposing to obtain and sanitary sewer service from Eastern Municipal Water District (EMWD).
It is the responsibility of this facility to ensure that all requirements to obtain sanitary sewer service
are met with EMWD, in addition to all other applicable agencies.
City of Temecula PA23-0227
Prior to building permit issuance, provide documentation that establishes sanitary sewer service
for the entire project from EMWD (ex: First Release Letter).
HAZARDOUS MATERIALS MANAGEMENT BRANCH
Prior to building permit final, this facility shall be required to contact and have a review conducted
by the Hazardous Materials Management Branch (HMMB). A business emergency plan for the
storage of any hazardous materials, greater than 55 gallons, 200 cubic feet or 500 pounds, or any
acutely hazardous materials or extremely hazardous substances will be required. If further review
of the site indicates additional environmental health issues, HMMB reserves the right to regulate
the business in accordance with applicable County Ordinances. Please contact HMMB at (951)
358-5055 to obtain information regarding any additional requirements.
LOCAL ENFORCEMENT AGENCY
Ensure the appropriate size and number of refuse/recycle bins are provided at this site, in
accordance with SB1383 and that an approved Solid Waste Hauler purveyor is utilized. For
additional information please contact our Local Enforcement Agency (LEA) at (951) 955-8980.
ENVIRONMENTAL CLEANUP PROGRAMS
Based on the information provided in the environmental assessment documents submitted for this
project and with the provision that the information was accurate and representative of site
conditions, RCDEH-ECP (Riverside County Department of Environmental Health –
Environmental Cleanup Program) concludes that no additional site investigations are required for
this project (current proposed commercial land use) at this time.
If previously unidentified contamination or the presence of a naturally occurring hazardous
material is discovered at the site, assessment, investigation, and/or cleanup may be required.
Contact RCDEH-ECP at (951) 955-8980, for further information.
Should you have any further questions or require further assistance, please contact me by email at
Allopez@rivco.org or by phone at (951) 955-8980.
Sincerely,
Alberto Lopez, MEA, REHS
Supervising Environmental Health Specialist
Riverside County Department of Environmental Health
Environmental Cleanup Program
August 14, 2024
Eric Jones
City of Temecula
41000 Main Street
Temecula, California 92590
Dear Mr. Jones,
Please find the following JPR attached:
JPR 23-05-12-01. The Local Identifier is LR23-0196 Warehouse/Office. The JPR file attached
includes the following:
• RCA JPR Findings
• Exhibit A, Regional Map
• Exhibit B, Vicinity Map with MSHCP Schematic Cores and Linkages
• Exhibit C, MSHCP 1994 Baseline Vegetation
• Exhibit D, Soil
• Exhibit E, Project Detail
Thank you,
Tricia Campbell
Western Riverside County Regional Conservation Authority
cc: Karin Cleary-Rose
U.S. Fish and Wildlife Service
777 East Tahquitz Canyon Way,
Suite 208
Palm Springs, California 92262
Carly Beck
California Dept. of Fish and Wildlife
3602 Inland Empire Blvd. #C220
Ontario, California 91764
RCA Joint Project Review (JPR) Findings
JPR #: 23-05-12-01
Date: 08/14/24
1
Project Information
Permittee: City of Temecula
Case Information: LR23-0196 Warehouse/Office
Site Acreage1: 1.9 acre (On-site, permanent)
Portion of Site Proposed for
MSHCP Conservation
Area: 0
Criteria Consistency Review
Consistency Conclusion: The project is consistent with both the Criteria and Other
Plan requirements with implementation of the measures presented in these Findings (including
any measures specified in the supporting documentation provided to the Regional
Conservation Authority [RCA] by the Permittee for this JPR).
Applicable Core/Linkage: Proposed Linkage 10
Area Plan: Southwest Area Plan
APN Sub-Unit Cell Group Cell
909-320-056 SU6 - Santa Rosa Plateau Independent 6888
Project Information
a. Project Documentation. JPR submittal materials provided by the Permittee included a JPR Application
Form (May 4, 2023); a Habitat Assessment and Western Riverside County MSHCP Consistency Analysis
prepared by ELMT Consulting, Inc. (Analysis; July 2024); and a Focused Burrowing Owl Survey Report
prepared by TeraCor Resource Management (BUOW Report; October 17, 2022); and GIS shapefiles (May
11, 2023).
b. Project Location. The proposed project is located in the City of Temecula, on the northwest corner of
Winchester Road and Roick Drive (Exhibit A). It is located in the southwestern portion of the MSHCP Area
(Exhibit B).
1 Acreage totals may vary from supporting documentation due to rounding.
RCA Joint Project Review (JPR) Findings
JPR #: 23-05-12-01
Date: 08/14/24
2
c. Project Description. The proposed project will construct a warehouse and office consisting of 20,473
square feet of building area and an approximate 41,085-square-foot concrete storage yard. The project site
is undeveloped and is bordered by industrial developments to the west, undeveloped land directly to the
north, Winchester Road to the east, and Roick Drive to the south. The topography of the site is relatively
flat with elevation ranging from 1,101 feet above mean sea level (amsl) to 1,108 feet amsl.
According to the Analysis, the project site consists primarily of non-native grasses, ornamental vegetation,
and emergent California buckwheat scrub. MSHCP baseline vegetation communities (1994) within the site
consists of grassland and coastal sage scrub (Exhibit C). The soil type within the project site is Greenfield
sandy loam, 15 to 25 percent slopes, eroded (Exhibit D). The proposed project would result in approximately
1.9 acre of permanent impact (Exhibit E). The proposed project site is located entirely within the MSHCP
Criteria Area, specifically Cell 6888. The project is not adjacent to any existing or proposed conservation
area, and no fuel modification or weed abatement zones are proposed. All staging of equipment and
construction materials will be located within the project site.
Relation to Reserve Assembly
a. Reserve Assembly Summary. As stated in Section 3.2.3 of the MSHCP, “Proposed Linkage 10 consists of
an upland connection in the southwest region of the Plan Area extending from Existing Core F (Santa Rosa
Plateau Ecological Reserve) in the north to Existing Core G (Santa Margarita Ecological Reserve) in the
south. Private lands compose the entirety of the Linkage, which consists of upland Habitat complementary
to the riparian Linkage provided between these two Cores by Proposed Constrained Linkage 13 (Murrieta
Creek). This Linkage, which is only somewhat constrained by existing urban Development, provides for
movement between these two Cores for species such as bobcat and mountain lion. Although the Linkage is
somewhat lengthy at 5.5 miles, it is also nearly a mile wide and thus provides Live-In Habitat for many
species. Surrounding planned land uses are approximately evenly divided between Rural Mountainous and
city (Murrieta, Temecula). In areas of the Linkage bordering Cities, treatment of edge conditions will be
necessary to maintain the proper Habitat and movement functions of the Linkage”.
The project site is located within Cell 6888. As stated in Section 3.3.3 of the MSHCP, “Conservation within
this Cell will contribute to assembly of Proposed Linkage 10. Conservation within this Cell will focus on
chaparral, coastal sage scrub, grassland, woodland and forest habitat. Areas conserved within this Cell will be
connected to chaparral, coastal sage scrub, and grassland habitat proposed for conservation in Cell 6781 to the
north and to chaparral and coastal sage scrub habitat proposed for conservation in Cell 6887 to the west.
Conservation within this Cell will range from 55%-65% of the Cell focusing in the southwestern portion of
the Cell.”
Cell 6888 totals approximately 198.1 acres. Using the low-range (55%) conservation goal, approximately
109.0 acres are described for conservation within this Cell. To date, 101.1 acres have been developed or are
RCA Joint Project Review (JPR) Findings
JPR #: 23-05-12-01
Date: 08/14/24
3
approved for development in this Cell, which includes the 1.9-acre proposed project and 13.3 acres of covered
roads. There are currently 75.9 acres conserved lands within the Cell and approximately 21.2 undeveloped
acres available within the Cell, which are located within areas described for conservation that would contribute
to Proposed Linkage 10. Therefore, to achieve the low-range goal, 11.9 acres are still needed for conservation.
Cell 6888 cannot achieve the low-range goal of 109.0 acres of conservation.
While Cell 6888 cannot achieve its low-range goal, the proposed project is located outside of the area described
for conservation by the MSHCP. It is separated from Proposed Linkage 10 to the west by industrial
development and roadways. Additionally, it is separated from Proposed Linkage 10 to the west by an existing
development associated with HANS 32 – PA06-0269 (JPR 06-11-15-01) and would not functionally
contribute to this Linkage. Development of the project site would not cause fragmentation to existing or future
reserve and would not impede the conservation goals for Proposed Linkage 10. The RCA finds the project
consistent with reserve assembly.
b. Rough Step. The proposed project is within Rough Step Unit 5 which tracks five vegetation types: coastal
sage scrub; grasslands; riparian scrub, woodland, forest; Riversidean alluvial fan sage scrub; and woodlands
and forests.
MSHCP baseline vegetation (1994) within the project site consists of grassland and coastal sage scrub which
are tracked for Rough Step (Exhibit C). At the time of these Findings, grassland and coastal sage scrub in
Rough Step Unit 5 are in balance and do not conflict with Rough Step.
The Rough Steph Unit 5 development allowance may have changed by the time the project submits for a
grading permit. As such, the RCA provides the following required Measure to ensure the City does not exceed
Rough Step allowances:
ROUGH STEP MEASURE. In accordance with MSHCP Volume I, Section 6.7, it is the Permittees
responsibility that [i]f the rough step rule is not met during any analysis period (performed annually by
the Regional Conservation Authority [RCA]), the Permittees must conserve appropriate lands supporting
a specified vegetation community within the analysis unit to bring the Plan back into the parameters of the
rule prior to authorizing additional loss of the vegetation community for which the rule was not achieved.
The Permittee is encouraged to consult with the RCA on current rough step allowances prior to working
with project applicants developing grading plans. The Permittee must not cause additional loss of any
rough step vegetation that is out of balance. Prior to issuance of a grading permit, the Permittee will
confirm with the RCA that the Project will not impact out-of-balance Rough Step vegetation in the
applicable Rough Step unit.
RCA Joint Project Review (JPR) Findings
JPR #: 23-05-12-01
Date: 08/14/24
4
Other Plan Requirements (MSHCP Volume I)
Section 6.1.2 – Was Riparian/Riverine/Vernal Pool Mapping or Information Provided?
Yes. There are no Riparian/Riverine areas on the project site. There are no vernal pools on the project
site, and the soils and topography present on the site do not support habitat considered suitable for
fairy shrimp. There is no suitable riparian bird habitat on the project site.
Section 6.1.3 – Was Narrow Endemic Plant Species Survey Information Provided?
Yes. The project site is not located within a Narrow Endemic Plant Species Survey Area.
Section 6.3.2 – Was Additional Survey Information Provided?
Yes. The project site is located in Additional Survey Needs and Procedures Areas for burrowing owl
(Athene cunicularia). The project site is not located in a Criteria Area Species Survey Area for
plants. The project site is not located in Additional Survey Needs and Procedures Areas for,
amphibians or small mammals. The project site does not support Delhi sands (Exhibit D) or in
areas that would trigger additional review for Delhi sands flower-loving fly.
Section 6.1.4 – Was Information Pertaining to Urban/Wildland Interface Guidelines Provided?
Yes. The property is not located adjacent to existing or proposed conservation areas.
Comments on Other Plan Requirements:
a. Section 6.1.2. The following discusses each requirement under this policy.
Riparian/Riverine. According to the Analysis, the project site was assessed for riparian/riverine features on
June 13 and July 22, 2022, and did not contain riparian vegetation or definable riparian/riverine features.
There were no indications of hydrology, hydric soils, or hydrophytic vegetation that support riparian/riverine
areas. Riparian/riverine resources are absent from the project site and the proposed project will not result in
impacts to riparian/riverine resources.
Vernal Pools/Fairy Shrimp. According to the Analysis, the project site lacks suitable soils and hydrology
to support vernal pools. There was no on-site evidence of clay soils, hardpan, bedrock or other impermeable
soils observed that could support vernal pool features. No evidence of vernal pools, seasonal depressions,
seasonally inundated road ruts or other wetland features that would support fairy shrimp were observed on
site. Due to the absence of suitable fairy shrimp habitat, focused surveys for fairy shrimp were not warranted.
Riparian Birds. The project site lacks suitable habitat for MSHCP-covered riparian birds, including least
Bell’s vireo (Vireo bellii pusillus), southwestern willow flycatcher (Empidonax traillii extimus), and western
yellow-billed cuckoo (Coccyzus americanus). Therefore, focused riparian bird surveys were not warranted.
RCA Joint Project Review (JPR) Findings
JPR #: 23-05-12-01
Date: 08/14/24
5
Based on the information provided in the Analysis, the project demonstrates consistency with Section 6.1.2 of
the MSHCP.
b. Section 6.1.3 NEPSSA Plants.
Based on the information provided in the Analysis, the project demonstrates consistency with Section
6.1.3 of the MSHCP.
c. Section 6.3.2. Additional Survey Needs and Procedures. The following describes Additional Survey
Needs and Procedures applicable to the proposed project:
Burrowing Owl. The project site is located within the Additional Survey Needs and Procedures Area for
burrowing owl. According to the BUOW Report, in accordance with the County of Riverside’s Burrowing
Owl Survey Instructions for the Western Riverside Multiple Species Habitat Conservation Plan Area (County
of Riverside 2006), a Step I Habitat Assessment was conducted on June 13, 2022, within the project site and
within an additional 500-foot buffer around the site. According to the BUOW Report, marginally suitable
habitat was detected within the project site in the form of non-native ruderal/disturbed land with low growing
vegetation, suitable substrate, and suitable burrows for nesting (i.e., features with openings four inches or
greater in diameter). Due to the presence of suitable habitat, a Step II-A Focused Burrow Survey was
conducted on June 17, 2022. Suitable burrows for nesting were present and Step II-B Focused Burrowing Owl
Surveys were conducted between June 13 and July 22, 2022. No burrowing owl or burrowing owl sign (e.g.,
whitewash, feathers, tracks, or pellets) were observed.
No burrowing owls were observed within the project site or adjacent areas. However, because suitable habitat
for burrowing owl is present on the site, and owls could colonize the site prior to the start of construction, the
following measure is applicable to the project:
BURROWING OWL MEASURE. Due to the presence of potentially suitable habitat, a 30-day pre-
construction survey for burrowing owls is required prior to initial ground-disturbing activities
(including vegetation clearing, clearing and grubbing, tree removal, site watering, equipment
staging, grading, etc.) to ensure that no owls have colonized the site in the days or weeks preceding
the ground-disturbing activities. If burrowing owls have colonized the project site prior to the
initiation of ground-disturbing activities, the project proponent will immediately inform the
Regional Conservation Authority (RCA) and the Wildlife Agencies, and will need to coordinate
further with RCA and the Wildlife Agencies, including the possibility of preparing a Burrowing
Owl Protection and Relocation Plan, prior to initiating ground disturbance. If ground -disturbing
activities occur, but the site is left undisturbed for more than 30 days, a pre-construction survey will
again be necessary to ensure burrowing owl has not colonized the site since it was last disturbed. If
burrowing owl is found, the same coordination described above will be necessary.
Based on the information provided in the BUOW Report, the project demonstrates consistency with
Section 6.3.2 of the MSHCP.
RCA Joint Project Review (JPR) Findings
JPR #: 23-05-12-01
Date: 08/14/24
6
d. Section 6.1.4. Urban/Wildlands Interface Guidelines. Although the proposed Project is not adjacent
to the MSHCP Conservation Area, the following Urban Wildlands Interface Guidelines (UWIG) may
apply during project construction. Accordingly, the Permittee should include the following measures as
Project conditions of approval when applicable:
SECTION 6.1.4 MEASURE.
i. Incorporate measures to control the quantity and quality of runoff from the site entering the
MSHCP Conservation Area. In particular, measures shall be put in place to avoid discharge
of untreated surface runoff from developed and paved areas into MSHCP Conservation
Areas. Best Management Practices (BMPs) will be implemented to prevent the release of
toxins, chemicals, petroleum products, exotic plant materials, or other elements that might
degrade or harm downstream biological resources or ecosystems.
ii. Land uses proposed in proximity to the MSHCP Conservation Area that use chemicals or
generate bioproducts, such as manure, that are potentially toxic or may adversely affect
wildlife species, Habitat, or water quality shall incorporate measures to ensure that
application of such chemicals does not result in discharge to the MSHCP Conservation Area.
The greatest risk is from landscaping fertilization overspray and runoff.
iii. Night lighting shall be shielded and directed downward and away from the MSHCP
Conservation Area to protect species from direct night lighting. Post-project ambient
light levels within the MSHCP Conservation Area shall not exceed that of pre -project
conditions as a result of light spill from the Project site.
iv. Proposed noise-generating land uses affecting the MSHCP Conservation Area, including
designated avoidance areas, shall incorporate setbacks, berms, or walls to minimize the effects
of noise on MSHCP Conservation Area resources pursuant to applicable rules, regulations,
and guidelines related to land use noise standards.
v. Avoid use of invasive, non-native plant species listed in Table 6-2 of the MSHCP in approving
landscape plans for the portions of the project that are adjacent to the MSHCP Conservation
Area, including avoidance areas. Considerations in reviewing the applicability of this list shall
include proximity of planting areas to the MSHCP Conservation Areas and designated avoidance
areas, species considered in the planting plans, resources being protected within the MSHCP
Conservation Area and their relative sensitivity to invasion, and barriers to plant and seed
dispersal, such as walls, topography, and other features.
vi. Fencing shall be designed to prevent access to the MSHCP Conservation Area by
unauthorized public access, domestic animals, and illegal trespass or dumping.
vii. Manufactured slopes associated with proposed site development shall not extend into the
MSHCP Conservation Area.
RCA Joint Project Review (JPR) Findings
JPR #: 23-05-12-01
Date: 08/14/24
7
viii. Weed abatement and fuel modification activities are not permitted in the Conservation Area,
including designated avoidance areas.
c. Appendix C. The following best management practices (BMPs), as applicable, shall be implemented for
the duration of construction:
APPENDIX C MEASURE.
i. A condition shall be placed on grading permits requiring a qualified biologist to conduct a
training session for project personnel prior to grading. The training shall include a
description of the species of concern and its habitats, the general provisions of the
Endangered Species Act (Act) and the MSHCP, the need to adhere to the provisions of the
Act and the MSHCP, the penalties associated with violating the provisions of the Act, the
general measures that are being implemented to conserve the species of concern as they
relate to the project, and the access routes to and project site boundaries within which the
project activities must be accomplished.
ii. Water pollution and erosion control plans shall be developed and implemented in accordance
with RWQCB requirements.
iii. The footprint of disturbance shall be minimized to the maximum extent feasible. Access to
sites shall be via pre-existing access routes to the greatest extent possible.
iv. The upstream and downstream limits of projects disturbance plus lateral limits of
disturbance on either side of the stream shall be clearly defined and marked in the field and
reviewed by the biologist prior to initiation of work.
v. Projects should be designed to avoid the placement of equipment and personnel within the stream
channel or on sand and gravel bars, banks, and adjacent upland habitats used by target species
of concern.
vi. Projects that cannot be conducted without placing equipment or personnel in sensitive
habitats should be timed to avoid the breeding season of riparian species identified in
MSHCP Global Species Objective No. 7.
vii. When stream flows must be diverted, the diversions shall be conducted using sandbags or
other methods requiring minimal instream impacts. Silt fencing of other sediment trapping
materials shall be installed at the downstream end of construction activity to minimize the
transport of sediments off site. Settling ponds where sediment is collected shall be cleaned out
in a manner that prevents the sediment from reentering the stream. Care shall be exercised
when removing silt fences, as feasible, to prevent debris or sediment from returning to
the stream.
RCA Joint Project Review (JPR) Findings
JPR #: 23-05-12-01
Date: 08/14/24
8
viii. Equipment storage, fueling, and staging areas shall be located on upland sites with minimal
risks of direct drainage into riparian areas or other sensitive habitats. These designated
areas shall be located in such a manner as to prevent any runoff from entering sensitive
habitat. Necessary precautions shall be taken to prevent the release of cement or other toxic
substances into surface waters. Project related spills of hazardous materials shall be reported
to appropriate entities including but not limited to applicable jurisdictional city, FWS, and
CDFG [CDFW], RWQCB and shall be cleaned up immediately and contaminated soils
removed to approved disposal areas.
ix. Erodible fill material shall not be deposited into water courses. Brush, loose soils, or other
similar debris material shall not be stockpiled within the stream channel or on its banks.
x. The qualified project biologist shall monitor construction activities for the duration of the
project to ensure that practicable measures are being employed to avoid incidental
disturbance of habitat and species of concern outside the project footprint.
xi. The removal of native vegetation shall be avoided and minimized to the maximum extent
practicable. Temporary impacts shall be returned to pre-existing contours and revegetated
with appropriate native species.
xii. Exotic species that prey upon or displace target species of concern should be permanently
removed from the site to the extent feasible.
xiii. To avoid attracting predators of the species of concern, the project site shall be kept as clean
of debris as possible. All food related trash items shall be enclosed in sealed containers and
regularly removed from the site(s).
xiv. Construction employees shall strictly limit their activities, vehicles, equipment, and
construction materials to the proposed project footprint and designated staging areas and
routes of travel. The construction area(s) shall be the minimal area necessary to complete the
project and shall be specified in the construction plans. Construction limits will be fenced
with orange snow screen. Exclusion fencing should be maintained until the completion of all
construction activities. Employees shall be instructed that their activities are restricted to the
construction areas.
xv. The Permittee shall have the right to access and inspect any sites of approved projects including
any restoration/enhancement area for compliance with project approval conditions, including
these BMPs.
CT/TC
Rough Step 5
Rough Step 6
REGIONAL
M
A
L
L
LOOPRD
N G E N E R A L K E A R N Y R D
M
A
R
G
A
R
IT
A
R
D
LACRUZD
R
PREECELN
R
A
N
C
H
O
C
ALIFORNIARD
RORIPAU G H RD
MERCEDES ST
CHERRY ST
FIG ST
SIXTH ST
A V E N I D A D E L O R O
HAYES AVE
R A M SEY C T
PUJOL ST
OVERLANDDR
GRANADO PL
D
I
A
Z
RD
VIA L A VID A
YNEZRD
O
L
D
T
O
W
N
F
R
ONTST
S O L A N A W A Y
DOUGLASS AVE
F E L IX
V
A
L
D
E
Z
AVE
VIASANTA
R
O
S
A
MORENORD
JAN VALERIE RD
C
HAN
TEMARWAY
ELCHAVAL P L
S
ELBYCIR
MEADO
W
L
A
R
K
R
I
D
GE
E A G L ENE
S
T
R
D
FIFTH ST
C A L L E C O R VE TA
DIAZ R
D
RYCREST
D
R
STONEWOODRD
RIDGE
P
A
R
K
D
R
EQUITYDR
DE LUZ RD
V A I L B R OOKDR
L A C R UZDRVI
A
V
A
Q
UERORD
FOURTH ST
VIAREN
ATE
CALLEREVA
AU T OMALL
P
K
W
Y
CORNINGPL
MAIN ST
CAL
L
E
N
A
CID
O
TIE
R
R
A
VISTA
R
D
OD
ES
S
A
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R
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T
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FRESCA
B
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I
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ESSPARKDR
C
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SANDIACREEKDR
DIAZ RD
SECOND ST
VIAIN
D
U
S
T
RIA
ADAMS AVE
M
A
DIS
O
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V
ERANCONCENTERBLVD
WINCHESTER R D
VIA VUELTA S
THIRD ST
STANFORD DR
C
AL
L
E
CAPISTRANO
PE A R ST
ALCALDE LNGLENMEADOWSRD
ARJUNA AVE
ENTERPRISECIRW
CREEKHOLLOW WAY
ELM ST
JOHN WAYNE RD
N I C O L E L N
SKEITH
W
A
Y
HOBIE CIR
SYCAMO R E C R E E K D R
RIKI LN
COR
T
E
RIALTO
C
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M
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M
P
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VE R DES
VIAMONTEZUMA
V
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N
O
R
T
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DELRIO
R
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L
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JEFFERSON
AVE
LYNDIEL
N
A V O Y E R A V E
AVENIDA ALVARADO
VIAVEGA
MANCE RD
P R ADERAWAY
R E M I N G T O N AV E
CHERRY ST
RANCHOH
I
G
HLANDD R
BUECKIN G D R
VIACEJITA
MILES ST
C A MIN O S E C O ROICK DR
VIA NARIZ
SKYWOOD DR
SYC
AM
O
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M
E
S
A
R
D
BUTTE
R
NUTDR
REAGAN WAY
VIAL A S C O LI N A S
VIAVAQUE
R
O
P
A
R
KPLAZA
L
N
SARAH WAY
SHAW LN
SUGARBERRY LN
S I NGLE OAK D R
RANCHO WAY
WASHINGTON AVE
VISTAD
E
R
E
S
A
C
A
HAYES AVE
EASTM AN D R
V I A M E D E I R O S
VIABOLERO
RD
WES
T
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R
N
B
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P
A
S
S
C
O
RRIDOR
C O UNTYCENTERDR
ENTERPRISECIRN
DENDY PKWY
ZEVO DR
City ofMurrieta
City ofTemecula
0
0
0
665666586659
6779 6780 6781 6782 6783
6887 6888 6890 6891
6988 7005 7008 7021
7063 7066 7069 7075 7076 7077 7078 7079
7147 7148 7150 7158
§¨¦15
ÄÄ79
Cell Group J'Cell Group K'
Cell Group L'
Cell Group M'Cell Group M'
I
SOURCE: Western Riverside County Regional Conservation Authority 2023; County of Riverside 2023; Esri Basemap 2023. Map created on 5/16/2023.
EXHIBIT AJPR Log No. 23-05-12-01 - Regional01,000 2,000Feet
r14524Permittee: City of TemeculaLR23-0196 Warehouse/Office
G:\RCA\JOINT_PROJECT_REVIEW\JPR_FILES_2023\JPR23051201\JPR23051201-ExhibitA_Regional.mxd
OrangeCounty
San DiegoCounty
San Bernardino County
EasternRiversideCounty
WesternRiversideCounty
JPR Proposed Project Boundary
Private Development
Public Development
Proposed/Future MSHCP Conservation
Other ConservationAvoidance Area
MSHCP Conserved ARL (Land)
MSHCP Conserved Public/Quasi-Public Land
MSHCP Covered Road
Rough Step Unit
Cell GroupCriteria Cell
City Boundary
Parcel Boundary
Highway
Centerline
!!!
!!!
!
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!"#$10
!"#$10
·|}þ47
·|}þ247
·|}þ243
·|}þ47
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!"#$51
·|}þ47
·|}þ97
·|}þ06
·|}þ173
·|}þ47
·|}þ243
·|}þ97
!"#$512
!"#$512
·|}þ06
·|}þ97
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!"#$51
16
20
3
21
65
8
1
15
6
6
20
18
1
14
8
4 5
21
17
9
7
1
21
22
10
15
11 14
4
11
1
17
13
11
24
19
18
14
7
7
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9
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10
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1
2 3
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6
1
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7
65
3
5 6
7
7
JPR Log No. 23-05-12-01 - Vicinity Map with MSHCP Schematic Cores and LinkagesEXHIBIT B
SOURCE: Western Riverside County Regional Conservation Authority (WRC-RCA). Map created on 5/16/2023
r14524Permittee: City of TemeculaLR23-0196 Warehouse/Office
G:\RCA\JOINT_PROJECT_REVIEW\JPR_FILES_2023\JPR23051201\JPR23051201-ExhibitB_MSHCP_SchematicCoresLinkages.mxd
JPR Log No. 23-05-12-01
Proposed Link age s
Constrained Linkage
Linkage
!!!!!!Existing Channel
Existing Cores & Linkages
Constrained Linkage
Core
Linkage
Noncontiguous Habitat Block
Proposed Cores & Habitat Blocks
Core
Proposed Extension of Existing Cores
Noncontiguous Habitat Block
I 0 2 4Miles
ROUGHSTEP 5
VIA INDUSTRIA
W
I
N
C
H
E
S
T
E
R
R
D
REMI NGTON AVE
ROICK DR
W
ES
TERN
BYPASS
C
ORRIDOR
Z E V O D R
6781
6782
6888
JPR Log No. 23-05-12-01 - MSHCP 1994 Baseline VegetationEXHIBIT C
SOURCE: WRC-RCA MSHCP Baseline Vegetation (1994). Map created on 5/16/2023.
I 0 100 200Feet
r14524Permittee: City of TemeculaLR23-0196 Warehouse/Office
G:\RCA\JOINT_PROJECT_REVIEW\JPR_FILES_2023\JPR23051201\JPR23051201-ExhibitC_Vegetation.mxd
JPR Proposed Project Boundary
Vegetation Ty pe s
Chaparral
Coastal Sage Scru b*
Developed or Disturb ed Lan d
Grassland*
Water
MSHCP Conserved ARL (Land)
Rough Step Unit
Criteria Cell
Centerline
*Vegetation types that occur within the JPR Proposed Project Boundary
VIA INDUSTRIA
W
I
N
C
H
E
S
T
E
R
R
D
REMI NGTON AVE
ROICK DR
W
ES
TERN
BYPASS
C
ORRIDOR
Z E V O D R
6781
6782
6888
JPR Log No. 23-05-12-01 - SoilEXHIBIT DI0125250Feet
r14524Permittee: City of TemeculaLR23-0196 Warehouse/Office
SOURCE: Western Riverside County Regional Conservation Authority 2023; County of Riverside 2023; USDA/NRCS Soils 2020 G:\RCA\JOINT_PROJECT_REVIEW\JPR_FILES_2023\JPR23051201\JPR23051201-ExhibitD_Soil.mxd
JPR Proposed Project Boundary
Soil Type s
Arbuckle gravelly loa m, 15 to 25 perce nt slope s
Greenfield san dy lo am, 15 to 25 pe rcent slop es, ero ded*
Greenfield san dy lo am, 2 to 8 percen t slo pes, erode d
Lodo rocky loa m, 25 to 50 pe rcent slop es, ero ded
Ysidora gravelly very fine sa ndy lo am, 8 to 25 pe rce nt slope s, ero ded
MSHCP Conserved ARL (Land)
Criteria Cell
Centerline
*Soil types that occur within the JPR Proposed Project Boundary
City ofTemecula
Via Industria
Winchester
R
d
R e m i n g t o n A v e
Roick Dr
W
estern
Bypass
Corridor
Z e v o D r
0
6781
6782
6888
JPR Log No. 23-05-12-01 - Project DetailEXHIBIT E
G:\RCA\JOINT_PROJECT_REVIEW\JPR_FILES_2023\JPR23051201\JPR23051201-ExhibitE_ProjectDetail.mxd
I 0 110 220Feet
r14524Permittee: City of TemeculaLR23-0196 Warehouse/Office
SOURCE: Western Riverside County Regional Conservation Authority 2023; County of Riverside 2023; Esri Basemap 2023. Map created on 5/16/2023.
JPR Proposed Project Boundary
Developm ent Im pact
On-Site Permanen t
MSHCP Covered Road
Criteria Cell
City Boundary
Parcel Boundary
Centerline
DESCRIPTIONISSUE DATE
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10/20/17
4
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JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
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ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
owner/consultants
sheet indexdata table T1.1
roick temecula
industrial office
42974 roick drive,
temecula ca 92590
ADDRESS: 42079 ROICK DR, TEMECULA CA 92590
ASSESSOR PARCEL NUMBER: 909-320-056
GENERAL LAND USE: IP - INDUSTRIAL PARK
ZONING DISTRICT: LI - LIGHT INDUSTRIAL
CONSTRUCTION TYPE: TYPE II-B (SPRINKLERED IN ACCORDANCE WITH NFPA 13)
OCCUPANCY: F-2/S-1
PROJECT TYPE: CONSTRUCT NEW 1 STORY WAREHOUSE AND OFFICE SPACE ON A VACANT LOT
NEW PARKING AREA TRASH ENCLOSURE, TRUCK RAMP AND
VEHICLE STORAGE YARD
APPLICABLE CODES: THIS PROJECT SHALL COMPLY WITH:
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
2019 CALIFORNIA ENERGY EFFICIENCY STANDARD CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA EXISTING BUILDING CODE
AND ALL LOCAL AND STATE AMENDMENTS
SIZE
ALLOWED/ REQ'D
CITY
LOT SIZE
PROPOSED
SQUARE FOOTAGE TABULATIONS
OFFICES
WAREHOUSE
TOTAL
SETBACKS
FRONT (WINCHESTER RD)
REQUIRED PROPOSED
CITY
SIDES
REAR
REMARKS
PARKING
NUMBER SPACES
REQUIRED PROPOSED
CITY
DIMENSIONS
REMARKS
0'
20' (1)
10'
GENERAL
MINIMUM LANDSCAPED AREA
84,338 S.F.
0'
20'
10'
(1)ARTERIAL STREET AND COLLECTOR STREET
(2)5' ADDT'L SETBACK FOR EVERY 10' OF
BUILDING HEIGHT OVER 30'
20(1) or 19 (2) or 10 (3)20
9" X 18' (2)
(1) R&D - 1 SPACE /350 S.F. GROSS FLOOR AREA
LEGAL DESCRIPTION: PARCEL 7 OF PARCEL MAP 28471, ON FILE IN BOOK 195, PAGES
7, 8, AND 9 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
ACCESSIBLE SPACES
DIMENSIONS
1 (4)2
MAXIMUM LOT COVERAGE 7,057 SF33,735.2 S.F. (1)
16,867.6 S.F. (2)
(2) MANUFACTURING - 1 SPACE /400 S.F. INDUSTRIAL
+ 1 SPACE /300 S.F. OFFICE
(3) WAREHOUSE - 1 SPACE /1000 S.F. WAREHOUSE
+ 1 SPACE /300 S.F. OFFICE
(4) 1 DISABLED SPACE FOR 1-25 SPACES
2 DISABLED SPACES PER 26-50 SPACES
9' X 18'
FRONT (ROICK RD)20' (1)20'
HEIGHTS
MAXIMUM BUILDING HEIGHT
ALLOWED PROPOSED
CITY
40'
WALL HEIGHT
22'
MAX ACCESSORY BUILDING HEIGHT 12'x' (4)
975 SF
6,045 SF
7,057 SF
x.xx' (2)MIN 6' / MAX 12'
F.A.R.0.40 0.21
FRONT PARKING AREA
REAR YARD AREA (secured area behind gate)47,165 SF (1.08 acres)
HARDSCAPED AREA 54,984 SF
4,928 SF
22,436 SF
ELECTRICAL 37 SF
3
A2
3
A2
NORTH ARROW
ELEVATION REFERENCE
DETAIL REFERENCE
KEYNOTE REFERENCE
DOOR REFERENCE
WINDOW REFERENCE
SECTION REFERENCE
4
4
A
PAINT COLOR4
B
SUN
NORTH
H/A6.3
10'-0"CEILING HEIGHT
legend
vicinity map
title sheet
ARCHITECTURAL
TITLE SHEET / SHEET INDEX / PROJECT DATAT1.1
A1.1
CONSTRUCTION FLOOR PLANS
A5.1
ROOF PLAN
ELEVATIONS
SITE PLAN
T1.2 3D IMAGES
A3.1
DAVID R. OLSON ARCHITECTS
470 WALD
IRVINE, CA 92618
TEL. (949)450-0093
FAX (949)450-0094
CONTACT: DAVID R. OLSON, A.I.A.
LICENSE: C19424
DAVID@OLSONARCHITECT.COM
ARCHITECT
OWNER
SITE
CIVIL
ENGINEER
(DRPC)
ELECTRICAL
ENGINEER
SURVEY
ENGINEER
SPIRO LAND SURVEYING INC.
26100 NEWPORT RD. #415,
MENIFEE, CA 92584
TEL. (951) 334-3174
CONTACT: MATT SPIRO
EMAIL: MATT@SPIROLANDSURVEYING.COM
SAILHOUSE
170 NEWPORT CENTER DRIVE, SUITE 260
NEWPORT BEACH, CA 92660
TEL. (949) 281-6044
CONTACT: PAT PATTERSON
EMAIL: PAT@SAILHOUSE.COM
RPM ENGINEERS, INC.
102 DISCOVERY
IRVINE, CA 92618
TEL. (949) 450-1229 EXT 208
CONTACT: JAY KIM, PE, CXA, LEED AP
EMAIL: JAYK@RPMPE.COM
4M ENGINEERING & DEVELOPMENT
41635 ENTERPRISE CIRCLE NORTH, SUITE B
TEMECULA, CA 92590
TEL. (951) 296-3466 X213
CONTACT: SHERRIE MUNROE
EMAIL: SHERIE@4MED.NET
LOCATION
ASSESSOR PARCEL NUMBER: 909-320-056
ADDRESS: 42974 ROICK DRIVE, TEMECULA, CA 92590
LEGAL DESCRIPTION: PARCEL 7 OF PARCEL MAP NO. 28471, ON FILE IN BOOK 195, PAGES 7
THROUGH 9, INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY
GENERAL PLANNING & ZONING
ZONING DESIGNATION: L.I. - LIGHT INDUSTRIAL
GENERAL PLAN DESIGNATION: I.P.
SPECIFIC PLAN AREA: N/A
EXISTING LAND USE: VACANT COMMERCIAL LAND
PROPOSED LAND USE: INDUSTRIAL PARK
DENSITY
PROPOSED DWELLING UNITS PER ACRE:
PERMITTED DWELLING UNITS PER ACRE:N/A
N/A
22,739 SF
LOT DATA
TOTAL GROSS AREA
TOTAL NET AREA
TOTAL BUILDING AREA
FLOOR AREA RATIO
LOT COVERAGE
0.082
BUILDING AREA
PARKING AREA
LANDSCAPING AREA
HARDSCAPE AREA
PERCENTAGESQUARE FEET
1.94 AC
PARKING
PARKING RATIO / SQUARE FOOT OF USES (TOTAL)
20
20 (1)
SPACES
REQUIRED
SPACES
PROVIDED
ALL RESEARCH & DEVELOPMENT (1:350)
GENERAL MANUFACTURING (1:400) + OFFICE
20
15 + (4) = 19
6 + (4) = 10
84,506 SF
1.94 AC84,506 SF
WAREHOUSE (1:1000) + OFFICE
7,057 SF
51,369 SF
3,319 SF
7,057 SF
8.4%
60.8%
26.9%
3.9%
OFFICE (1:300)(4)
A5.2
A4.1
ELEVATIONS
H
G
F
C
D
E
A
B
J
K
L
general building/department notes
GENERAL CONTRACTOR SHALL VISIT THE BUILDING SITE AND SHALL FIELD VERIFY ALL
CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK AND SHALL BE
RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS. THE ARCHITECT SHALL
BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES FOUND. THE GENERAL CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR SHORING, EXCAVATIONS, TEMPORARY STRUCTURES
AND PARTIALLY COMPLETED PORTIONS OF WORK TO ASSURE SAFE WORKING
CONDITIONS.
ALL MATERIAL AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL
STANDARDS AND TO APPLICABLE PROVISIONS IN THE LATEST EDITIONS OF THE CBC, CPC,
CMC, CEC, LOCAL ORDINANCES SUCH AS BUT NOT LIMITED TO CITY, COUNTY, FIRE AND
ZONING CODES WITH THE BEST PRACTICES OF THE TRADE. GENERAL CONTRACTOR
SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION
AND BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
GENERAL CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE TEMPORARY ERECTION
BRACING ON ALL BEAMS, WALLS, ETC. TO PROVIDE FULL STRUCTURAL STABILITY.
TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE PERMANENT BRACING HAS
BEEN COMPLETELY INSTALLED AND SECURED AND THE ELEMENT SUPPORTED IS CAPABLE
OF SUPPORTING THE DESIGN LOADING. THE CONTRACT DRAWINGS AND SPECIFICATIONS
REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN THEY DO NOT
INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES.
ASBESTOS REMOVAL AND DISPOSAL, WHERE REQUIRED SHALL BE PERFORMED BY
FIRMS DULY LICENSED FOR SUCH WORK AND SHALL COMPLY WITH ALL APPLICABLE
AGENCY REQUIREMENTS.
SHEETMETAL AND FLASHING REQUIREMENTS SHALL CONFORM WITH THE LATEST
EDITIONS OF SMACNA AND NRCA MANUALS. GLAZING SHALL CONFORM WITH CBC
CHAPTER 24. HARDWARE SHALL BE DESIGN-BUILD AND SHALL CONFORM WITH THE
SECURITY REQUIREMENTS OF CBC CHAPTER 4. WALLBOARD AND PLASTERING SHALL
CONFORM WITH THE LATEST EDITION OF THE LATHING AND PLASTERING SPECIFICATIONS
OF THE CALIFORNIA LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION, INC.
CASEWORK SHALL CONFORM WITH THE LATEST EDITION OF THE W.I.C. MANUAL, CUSTOM
GRADE UNLESS HIGHER GRADE IS SELECTED BY OWNER.
ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE
X
W
Q
V
U
T
S
R
P
O
N
M
Y A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS BUILDING OR
MODIFICATION TO THIS EXISTING BUILDING. PLANS SHALL BE SUBMITTED TO THE FIRE
DEPARTMENT FOR APPROVAL.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS
AND ON THE JOB SITE PRIOR TO EXECUTION OF ANY WORK AND SHALL NOTIFY THE
ARCHITECT AND OWNER IN WRITING OF ANY DISCREPANCIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS REQUIRED DUE TO HIS FAILURE TO DO SO.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND COSTS FOR LICENSES,
PERMITS, SERVICE CHARGES, ETC. ASSESSED BY ANY GOVERNMENTAL AGENCY OR
UTILITY COMPANY. CONTRACTOR'S INSTALLATION OF ALL UTILITIES AND SUBSEQUENT
HOOK-UP SHALL BE AS NECESSARY TO ASSURE CONFORMANCE WITH UTILITY
COMPANY.
GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL PROVIDE A WRITTEN
GUARANTEE FOR ALL MATERIALS AND EQUIPMENT SUPPLIED TO THE JOB FOR A
PERIOD OF ONE YEAR FROM ACCEPTANCE OF WORK BY OWNER.
ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE OWNER AND
ARCHITECT. CONTRACTOR REVISIONS MAY BE CONSIDERED INVALID IF NOT
APPROVED BY THE OWNER.
OWNER SHALL BE ALLOWED TO DO WORK PRIOR TO THE GENERAL CONTRACTOR'S
COMPLETION.
CONTRACTOR TO VERIFY FLOOR SLAB AND NOTIFY THE OWNER IN WRITING IF THE
SLAB IS NOT LEVEL AND SMOOTH.
TWO COMPLETE SETS OF DRAWINGS SHALL BE PROVIDED TO THE CONTRACTOR AND
SHALL BE MAINTAINED IN GOOD ORDER AT THE JOB SITE. ANY DIFFERENCES BETWEEN
THE WORK INDICATED ON THESE DRAWINGS AND THE ACTUAL WORK PERFORMED
SHALL BE RECORDED IN RED PENCIL. AT THE TIME OF PROJECT CLOSEOUT AND AS A
CONDITION OF FINAL PAYMENT, THE CONTRACTOR SHALL SIGN, DATE AND LABEL
EACH "AS-BUILT" DRAWING AS BEING CORRECT AND AN ACCURATE REPRESENTATION
OF THE WORK AND SHALL DELIVER THE COMPLETE SET TO THE OWNER.
ALL TENANT SPACES AND ALL PATHS OF ACCESS TO THE TENANT SPACES SHALL BE
ACCESSIBLE TO THE PHYSICALLY HANDICAPPED PER THE STATE AND LOCAL
ORDINANCES.
CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS REQUIRED PER CITY AND
LOCAL CODE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
ALL TEMPORARY SHORING AND BRACING TO ENSURE THE SAFETY OF THE WORK.
THE SIGN CONTRACTOR SHALL OBTAIN SEPARATE PERMITS AND APPROVALS FROM
GOVERNING AGENCIES FOR SIGNS.
ALL COMBUSTIBLE RUBBISH SHALL BE STORED IN FIRE DEPARTMENT APPROVED
CONTAINERS IN A LOCATION APPROVED BY THE FIRE DEPARTMENT FIELD INSPECTOR.
PROVIDE ADDITIONAL FIRE EXTINGUISHERS PER FIRE DEPARTMENT FIELD
INSPECTOR'S INSTRUCTIONS.
PROVIDE A 2A 10:B-C RATED FIRE EXTINGUISHER ADJACENT TO ALL EXITS AND WITHIN
75' OF ANY LOCATION WITHIN THE LEASE SPACE. (VERIFY EXISTING EXTINGUISHERS).
MAINTAIN A MINIMUM OF 44" CLEAR AT ALL AISLES AND EXITWAYS.
CONTRACTOR TO BUILD OFF OF SETS MARKED "CONSTRUCTION SET" ONLY.
ALL INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8: CLASS III OR BETTER
FLAME SPREAD RATING.
CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND SERVICES
NECESSARY FOR THE SATISFACTORY COMPLETION OF WORK SHOWN AND
DESCRIBED ON THE DRAWINGS.
deferred submittals
FIRE SPRINKLERS
FIRE ALARM SYSTEM
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR
TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY
PROVIDE A MANUAL FIRE ALARM SYSTEM AS REQUIRED BY CBC 907.2.2
1
A6.1 BUILDING SECTIONS
A7.1 REFLECTED CEILING PLAN
T1.3 3D IMAGES
2
3
3
A6.2 SITE SECTIONS
D1.1 ACCESSIBILITY DETAILS
D1.2 DETAILS
D1.3 DETAILS
D1.4 DETAILS
DESCRIPTIONISSUE DATE
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-
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2
-
2
2
10/20/17
4
7
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JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
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42
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7
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ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
3 4
1 2
5 6
site photos
3 4
1 2
5 6
T1.3
3d images
& site photos
DESCRIPTIONISSUE DATE
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2
-
2
2
10/20/17
4
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c
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JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
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LANDLORD SUB 1
42
9
7
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5
9
0
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ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
3 4
1 2
5 6
T1.2
3d images
& site photos
site photos
TRASH
20
'
-
0
"
FR
O
N
T
S
E
T
B
A
C
K
20'-0"
FRONT SET
B
A
C
K
10'-0"
REAR
SETBACK
WINCH
E
S
T
E
R
R
D
RO
I
C
K
D
R
39'-0"
R.O.W.
1105
1100
1095
1090
1105
1110
1100
1095
1115
50
'
-
0
"
R.O
.
W
.
N 19º
5
0
'
4
6
"
W
4
2
2
.
7
4
'
N
3
8
º
5
0
'
2
7
"
E
3
0
3
.
7
6
'
N 35º 47' 28" W 321.99'
D=
6
2
º
1
0
'
5
2
"
L=
1
5
0
'
R
=
5
3
9
.
0
0
'
CL
CL
N
2
3
º
5
6
'
6
"
E
3
3
.
2
4
'
EMPLOYEE
BREAK AREA
R47'-
0
"
T
U
R
N
I
N
G
R
A
D
I
U
S
11 - 12x25 SPACES
9 - 12x40 SPACES
9 - 15x50 SPACES
RAMP
20'-0" DRA
I
N
A
G
E
EASEMENT
VE
H
I
C
U
L
A
R
IN
G
R
E
S
S
/
E
G
R
E
S
S
EA
S
E
M
E
N
T
ZONING: L.I.
LAND USE: DEVELOPED
ZONING: L.I.
LAND USE: VACANT
ramp
5'-0"
VAN EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
CONCRETE PAVED YARD
VAN
4cu.yd.
4cu.yd.
37 SF
14 SF
47'-3"
35'-9"
30
'
-
0
"
34'-8"33'-4"33'-4"
8'
-
0
"
8'
-
0
"
54
'
-
0
"
10
'
-
0
"
78
'
-
0
"
31
'
-
5
"
44
'
-
8
1
/
2
"
12'-8"37'-4"51'-4"
2'
-
0
"
20'-0"
10
'
-
0
"
2'
-
1
0
"
14
'
-
6
"
18
'
-
6
"
4'
-
1
1
"
7'
-
7
"
6'
-
6
"
38
'
-
1
0
1
/
2
"
13'-1 1/2"
10'-0"
16
'
-
0
"
62'-0"
49
'
-
8
"
10'-10"13
'
-
4
"
R
3
7
'
-
0
"
R5
6
'
-
0
"
R56'-0"
R37'
-
0
"
30
'
-
0
"
34
'
-
4
"
32
'
-
1
0
1
/
2
"
4'
-
6
"
262'-6 1/2"
6
7
'
-
9
"
1
7
4
'
-
3
1
/
2
"
204'-7 1/2"
24
'
-
8
"
4'
-
0
"
6'
-
0
"
9'-0"
12'-0"5'-0"
5'-0"9'-2"
9'-2"
37'-8"
18
'
-
1
1
"
30
'
-
6
"
7'
-
7
"
12'-0"
37 SF
14 SF
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>
>
>
>
117'-3
1
/
2
"
9
2
'
-
1
"
37 SF
14 SF
DESCRIPTIONISSUE DATE
pr
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s
s
s
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t
12
-
0
2
-
2
2
10/20/17
4
7
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c
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2
6
1
8
(9
4
9
)
4
5
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9
3
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JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
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1
LANDLORD SUB 1
42
9
7
4
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,
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9
2
5
9
0
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t
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i
a
l
o
f
f
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e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
0 2 5 10 15
A1.1
site plan
site plan A1/16"=1'-0"
B OCCUPANCY - OFFICE
O.L. = 1/100
F-2 OCCUPANCY ; MANUFACTURING
- LOW HAZARD
O.L. = 1 / 100
OCC.FLOOR
AREA
OCCU-
PANTSUSAGE
1
2
EXITS
REQ'D
EXITS
PROVIDEDSPACE
5,844 S.F.
OCCUPANT
LOAD
F-1 INDUSTRIAL/WAREHOUSE 59
TOTAL 69 3 4
2 3
(6,819 S.F.
CPC
O.L.
PLUMB FIX.
OCCUPANCY
1/500 11.7
(9 MEN
AND 9
WOMEN)
7
8
9
13
12
11
10
2
1
4
5
6
3
exiting diagram occupancy / exiting / fixture tabulations
MAXIMUM PATH OF TRAVEL
1 250'80'
occupancy diagram
17
69 OCC. x .2" = 14.8" EXIT WIDTH REQUIRED
180" EXIT WIDTH PROVIDEDTOILET
URINALS
SINKS
1
0
1
1
0
1
MEN
TOILET
SINKS
1
1
1
1
WOMEN
DRINKING
FOUNTAIN
1 1
REQUIRED PROVIDED
OFFICE AND OPEN
OFFICEB 975 S.F.10 1/200 4.912
TOTAL NET INTERIOR
FLOOR AREA
(EXCL. INT WALLS)
EXISTING PROPERTY LINE
ACCESSIBLE RAMP
EXISTING SIDEWALK
LANDSCAPED AREA
STANDARD 9x218 PARKING SPACES, TYP.
NEW TRASH ENCLOSURE TO ACCOMMODATE 3 TRASH BINS
A.D.A. COMPLIANT PATH OF TRAVEL FROM H.C. ACCESSIBLE PARKING SPACES OR
TRASH ENCLOSURE
9'X18' VAN ACCESSIBLE PARKING SPACE AND SIGNAGE
5' WIDE ACCESSIBLE PASSENGER LOADING AISLE.
9'X18' H.C. ACCESSIBLE PARKING SPACE AND SIGNAGE
A.D.A. COMPLIANT PATH OF TRAVEL FROM PUBLIC RIGHT OF WAY (48" MIN. WIDTH W/
2% MAX. CROSS SLOPE). (V.I.F.)
FIRE DEPARTMENT KNOX BOX & KEY SWITCH
NEW DRIVEWAY PER CITY STANDARD NO.207A
site plan keynotes
719
7
2
2
1
1
>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>>>>>>>>>
>
>
8 910
EV CAPABLE PARKING SPACES; PROVIDE ELECTRICAL CHASE AND 40 AMP BRANCH CIRCUIT FOR EACH
PARKING SPACE FOR FUTURE EV CHARGER.
5
5
6
12
16
15
14
15'X50' TRUCK PARKING SPACE
15' WIDE TRUCK LOADING RAMP
EMPLOYEE BREAK AREA WITH PICNIC TABLES AND UMBRELLAS; PROVIDE TRASH RECEPTACLE
17
19
18
15'X40' TRUCK PARKING SPACE
12'X25' TRUCK PARKING SPACE
16
16
1718
17 18
13
15
3
32
14
4
4
4
4
4
4
4
4
8' HIGH CMU WALL PER 5/A5.12020
RETRACTABLE VEHICULAR SECURITY GATE W/ KNOX KEY PAD - RAPID ENTRY SYSTEM21
21
20
20
1/100
1/100
DAVID R. OLSON ARCHITECTS
470 WALD
IRVINE, CA 92618
TEL. (949)450-0093
FAX (949)450-0094
CONTACT: DAVID R. OLSON, A.I.A.
LICENSE: C19424
DAVID@OLSONARCHITECT.COM
CIVIL
ENGINEER
ELECTRICAL
ENGINEER
SURVEY ENGINEER SPIRO LAND SURVEYING INC.
26100 NEWPORT RD. #415,
MENIFEE, CA 92584
TEL. (951) 334-3174
CONTACT: MATT SPIRO
EMAIL: MATT@SPIROLANDSURVEYING.COM
SAILHOUSE
170 NEWPORT CENTER DRIVE, SUITE 260
NEWPORT BEACH, CA 92660
TEL. (949) 281-6044
CONTACT: PAT PATTERSON
EMAIL: PAT@SAILHOUSE.COM
RPM ENGINEERS, INC.
102 DISCOVERY
IRVINE, CA 92618
TEL. (949) 450-1229 EXT 208
CONTACT: JAY KIM, PE, CXA, LEED AP
EMAIL: JAYK@RPMPE.COM
4M ENGINEERING & DEVELOPMENT
41635 ENTERPRISE CIRCLE NORTH, SUITE B
TEMECULA, CA 92590
TEL. (951) 296-3466
CONTACT: SHERRIE MUNROE
EMAIL: INFO@4MED.NET
contact information
LANDSCAPE
ARCHITECT
1
1
1
1
vicinity map
SITE
20
>>
>
6
14X14 LOADING DOORS22
22
22
22,739 SF
LOCATION
ASSESSOR PARCEL NUMBER: 909-320-056
ADDRESS: 42974 ROICK DRIVE, TEMECULA, CA 92590
LEGAL DESCRIPTION: PARCEL 7 OF PARCEL MAP NO. 28471, ON FILE IN BOOK 195, PAGES 7
THROUGH 9, INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY
GENERAL PLANNING & ZONING
ZONING DESIGNATION: L.I. - LIGHT INDUSTRIAL
GENERAL PLAN DESIGNATION: I.P.
SPECIFIC PLAN AREA: N/A
EXISTING LAND USE: VACANT COMMERCIAL LAND
PROPOSED LAND USE: INDUSTRIAL PARK
DENSITY
PROPOSED DWELLING UNITS PER ACRE:
PERMITTED DWELLING UNITS PER ACRE:
LOT DATA
TOTAL GROSS AREA
TOTAL NET AREA
TOTAL BUILDING AREA
FLOOR AREA RATIO
LOT COVERAGE
0.082
BUILDING AREA
PARKING AREA
LANDSCAPING AREA
HARDSCAPE AREA
PERCENTAGESQUARE FEET
1.94 AC
PARKING
PARKING RATIO / SQUARE FOOT OF USES (TOTAL)
20
20 (1)
SPACES
REQUIRED
SPACES
PROVIDED
ALL RESEARCH & DEVELOPMENT (1:350)
GENERAL MANUFACTURING (1:400) + OFFICE
20
15 + (4) = 19
NUMBER OF ADA SPACES (1-25 STD. SPACES)
6 + (4) = 10
N/A
N/A
84,506 SF
1.94 AC84,506 SF
1 3 (1 VAN)
WAREHOUSE (1:1000) + OFFICE
7,057 SF
51,369 SF
3,319 SF
7,057 SF
8.4%
60.8%
26.9%
3.9%
OFFICE (1:300)(4)
MOTORCYCLE SPACES (1 PER OVER 25 SPACES)
NOT REQ'D PER 17.24.040 G(1) - UNDER THRESHOLD
0 0
BICYCLE SPACES (1 PER 20 SPACES, 4 MIN)4 4
(1) NUMBER OF SPACES PROVIDED BASED ON THE MOST RESTRICTIVE USE.
data table
7
8
ARCHITECT
(DRPC)
OWNER
4 4
42" HIGH GUARDRAIL AS REQUIRED23
23
PROPOSED LIGHTING STANDARDS24
24
24
24
24
EXISTING UTILITIES, VERIFY WITH GRADING PLAN25
25
25
CLASS II BICYCLE RACK TO ACCOMMODATE 4 BIKES26
26 27
DOUBLE DETECTOR CHECK VALVE LOCATION27
LEGEND
4
4
4
LANDSCAPE FINGERS TO HAVE A 12" CONCRETE STEP-OUT ADJACENT TO PARKING SPACES.28
28
28
28
28
28
10
11
1
1
1
1
1
1
1
1
1
1
1
27
1
FIRE DEPARTMENT CONNECTION LOCATION29
29
1
PROVIDE DETECTABLE WARNING SURFACE PER 11B-705 TO EXISTING CURB RAMPS AT INTERSECTION30
30
1
1
2
2
2
31
NEW STREET LIGHTING STANDARD PER CIVIL PLANS31 2
2
2
31
19
2
2
2
29
A 20 FOOT WIDE EASEMENT FOR DRAINAGE, SLOPES, AND PUBLIC UTILITIES AND INCIDENTAL PURPOSES.
RECORDED 06-21-78 AS SHOWN INST. NO. 1978-127011 OF OFFICIAL RECORDS
AN EASEMENT FOR VEHICULAR INGRESS AND EGRESS, INSTALLATION AND USE OF ACCESS ROADWAY FOR
HAULING AND INCIDENTAL PURPOSES. RECORDED 02-23-90 AS INST. NO. 1990-68101 OF OFFICIAL RECIRDS.
THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
A
B
A
B
3
3
3
INSIDE FACE)
1
2
office 1
7.2x7.5
office 2
open
office
toilet 1
toilet 2
7.2x7.5
14x1214x12
manufacturing /
industrial /
warehouse /
6,045 SF
983 SF
elec
fire riser
12x30
34'-8"
80
'
-
0
"
103'-4"
37'-4"
20
'
-
1
"
68
'
-
4
"
15
'
-
0
"
33'-4"
33'-4"
6'
-
0
"
8'
-
0
"
9'
-
8
"
8'
-
0
"
14
'
-
0
"
8'
-
0
"
14
'
-
0
"
4'
-
6
"
17
'
-
0
"
6'-6"12'-4"6'-11"2'-0"11'-4"
37'-9"
30
'
-
7
"
10
'
-
9
1
2"
7'
-
6
"
8'
-
6
"
8'-01 2"
4'-10"
29'-81 2"
14
'
-
0
"
40
'
-
0
"
38
'
-
8
"
20'-0"20'-0"20'-0"20'-0"20'-0"
32
'
-
9
"
11
'
-
0
"
51'-4"
1'
-
4
"
3'
-
0
"
2'-0"
1'-4"
9'-8"11'-0"
9'-8"
9'-8"9'-8"
9'-8"
20
'
-
7
"
8"
14
'
-
4
"
2'-41 2"
4'
-
1
0
"
6'
-
8
"
12'-8"12'-7"12'-6"
6'-0"
24
'
-
0
"
8'
-
9
"
3'
-
1
1
"
1'
-
4
"
10
'
-
0
"
4'
-
6
"
14
'
-
3
1
2"
4'
-
1
0
"
8'
-
5
"
3'-5"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
2'-0"
54
'
-
0
"
2'
-
0
"
3'-2"
3'-2"
3'-2"
3'
-
9
1
2"
3'-71 2"7'-31 2"
2'
-
0
"
6'
-
0
"
2'
-
0
"
3'
-
0
"
14'-8"
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
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k
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a
1
LANDLORD SUB 1
42
9
7
4
r
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i
c
k
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r
i
v
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,
te
m
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c
u
l
a
c
a
9
2
5
9
0
in
d
u
s
t
r
i
a
l
o
f
f
i
c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
A3.1
first floor plan
A1/4"=1'-0"first floor
0 1 2 4
plan keynoteswall legend
1
2
3
4
5
NEW FULL HEIGHT 600S125-18 METAL STUDS AT 16" O.C. FASTEN TO CONCRETE FLOOR WITH "HILTI" OR EQUAL
1/4" SHOTPINS AT 32" O.C. WITH 3/4" EMBEDMENT AND 20 GA CHANNEL. PROVIDE 5/8" TYP X GYP BD; PAINT PER
FINISH SCHEDULE. SEE DET. 8&12/D1.2
NEW FURRED CONDITION; 150F125-18 FURRING CHANNELS AT 24" O.C. WITH 5/8" TYPE "X" GYP. BD.
NEW 362S125-18 METAL STUDS AT 24" O.C.; 6" ABOVE CELING. FASTEN TO CONCRETE FLOOR WITH "HILTI" OR
EQUAL 1/4" SHOTPINS AT 32" O.C. WITH 3/4" EMBEDMENT AND 20 GA CHANNEL. PROVIDE 5/8" TYP X GYP BD;
PAINT PER FINISH SCHEDULE. SEE DETAIL 11/D1.2
NEW 600S125-18 METAL STUDS AT 16" O.C.; 6" ABOVE CEILING. FASTEN TO CONCRETE FLOOR WITH "HILTI" OR
EQUAL 1/4" SHOTPINS AT 32" O.C. WITH 3/4" EMBEDMENT AND 20 GA CHANNEL. PROVIDE 5/8" TYP X GYP BD;
PAINT PER FINISH SCHEDULE. SEE DET. 11/D1.2
SPLIT FACE CMU BLOCK WALL
NEW CMU WALL PER LEGEND1
NEW WALL PER LEGEND2
ADA COMPLIANT SINGLE USE RESTROOM PER DETAILS3
NEW DOOR OR WINDOW PER CHEDULE4
NEW BAR SINK. PROVIDE UTILTIES5
REFRIGERATOR AS SELECTED BY TENANT, PROVIDE UTILITIES6
HIGH/LOW DRINKING FOUNTAIN7
7
6
5
3
3
2
2
1
1
1
1
1
ROLL UP DOOR PER SCHEDULE8
8
8
8
24
4
4
4
4 4
4
4
4
4
44
FIRE RISER ROOM9
KNOX BOX LOCATION10
ELECTRICAL CLOSET11
11
9
FIRE DEPARTMENT KNOX BOX AND KEY SWITCH12
12 10
FIRE ALARM CONTROL PANEL13
13
1
11
1
1
1
1
3
3
4
5
4
14
ROOF ACCESS LADDER14
1
1
1
1
1
office 1
7.2x7.5
office 2
open
office
toilet 1
toilet 2
7.2x7.5
14x1214x12
manufacturing /
industrial /
warehouse /
6,045 SF
983 SF
elec
fire riser
37 SF
14 SF
12x30
34'-8"
78
'
-
8
"
88'-8"
33'-4"
33'-4"
8'
-
0
"
8'
-
0
"
51'-4"
12'-8"2'-0"
14'-8"
11
'
-
6
"
53
'
-
4
"
2'
-
0
"
51
'
-
4
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
2'-0"
7'
-
2
"
10
'
-
0
"
T.
O
.
P
L
T
.
=
1
7
'
-
6
"
(
1
1
2
3
.
5
)
/
T
.
O
.
P
A
R
.
=
1
2
'
-
6
"
(
1
1
2
7
.
5
)
T.O. PAR.= 9'-7" (183.22)
T.
O
.
P
L
T
.
=
1
7
'
-
6
"
(
1
1
2
3
.
5
)
/
T
.
O
.
P
A
R
.
=
1
2
'
-
6
"
(
1
1
2
7
.
5
)
T.O. PLT. = 17'-6" (1123.5)/ T.O. PAR.=12'-6" (1127.5)
T.O. PLT. = 17'-6" (1123.5)/ T.O. PAR.=12'-6" (1127.5)
T.O. SCREEN. = 26'-0" (1131.5)
T.O. SCREEN. = 26'-0" (1131.5)
T.
O
.
S
C
R
E
E
N
.
=
2
6
'
-
0
"
(
1
1
3
1
.
5
)
T.
O
.
S
C
R
E
E
N
.
=
2
6
'
-
0
"
(
1
1
3
1
.
5
)
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
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d
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e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
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l
s
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n
a
r
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h
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c
t
.
c
o
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JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
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k
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m
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u
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a
1
LANDLORD SUB 1
42
9
7
4
r
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c
k
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,
te
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c
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a
c
a
9
2
5
9
0
in
d
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t
r
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o
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f
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c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
B1/4"=1'-0"roof plan
0 1 2 4
plan keynotes
NEW BUILT-UP ROOF, SLOPE 1/4" PER FT MIN.1
DRAINAGE CROWN FOR POSITIVE DRAINAGE2
3
ROOF AND OVERFLOW DRAINS; DOWNSPOUTS TO BE ROUTED INTERNALLY.4
THROUGH WALL SCUPPER5
LOCATION OF MECHANICAL UNITS BY MECHANICAL ENGINEER6
CMU PARAPET WALL
4
4
44
4 4
4
4
2
2
2
2
2
2
2
6
6
6
6
A4.1
roof plan
1 1
1
1
1
3
3
3
3
3
3
3
ROOF ACCESS HATCH7
7
METAL SCREEN TO MATCH MECHNICAL UNIT HEIGHT. PAINT TO MATCH PARAPET COLOR8
8
8
8
8
14
D1.4
15
D1.4
1
D1.4
1
D1.4
2
D1.4
5
D1.4
17
D1.4
14
D1.4
15
D1.4
warehouse
56'-0"
TRASH
20
'
-
0
"
FR
O
N
T
S
E
T
B
A
C
K
20'-0"
FRONT SET
B
A
C
K
WINCHE
S
T
E
R
R
D
RO
I
C
K
D
R
39'-0"
R.O.W.
1105
1100
1095
1090
1095
50
'
-
0
"
R.O
.
W
.
N 19º
5
0
'
4
6
"
W
4
2
2
.
7
4
'
D=
6
2
º
1
0
'
5
2
"
L=
1
5
0
'
R
=
5
3
9
.
0
0
'
CL
CL
N
2
3
º
5
6
'
6
"
E
3
3
.
2
4
'
EMPLOYEE
BREAK AREA
VE
H
I
C
U
L
A
R
IN
G
R
E
S
S
/
E
G
R
E
S
S
EA
S
E
M
E
N
T
ramp
CONCRETE PAVED YARD
VAN
4cu.yd.
4cu.yd.
open office warehouse 76'-0"
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
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d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
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l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
c
k
t
e
m
e
c
u
l
a
1
LANDLORD SUB 1
42
9
7
4
r
o
i
c
k
d
r
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v
e
,
te
m
e
c
u
l
a
c
a
9
2
5
9
0
in
d
u
s
t
r
i
a
l
o
f
f
i
c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
A6.2
site
sections
section a
section b
site plan
1/4"=1'-0"A
1/4"=1'-0"B
1/4"=1'-0"C
A1/4"=1'-0"
B1/4"=1'-0"
C1/4"=1'-0"
2
office 1
7.2x7.5
office 2
open
office
toilet 1
toilet 2
7.2x7.5
14x1214x12
manufacturing /
industrial /
warehouse /
6,045 SF
983 SF
elec
1
1
fire riser
12x30
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
c
k
t
e
m
e
c
u
l
a
1
LANDLORD SUB 1
42
9
7
4
r
o
i
c
k
d
r
i
v
e
,
te
m
e
c
u
l
a
c
a
9
2
5
9
0
in
d
u
s
t
r
i
a
l
o
f
f
i
c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
A7.1
reflected ceiling
plan
A1/4"=1'-0"reflected ceiling plan
1
2
3
4
5
6
plan keynotes
rcp general notes
rcp legend
12'-0"INDICATES CEILING HEIGHT DIRECTLY ABOVE THAT FLOOR
AREA
EX.FAN
FL
WP
ALL FIXTURE TRIMS TO BE PAINTED TO MATCH CEILING FINISH. VERIFY
COLOR WITH DROA OR OWNER; VERIFY FIXTURE MODEL
DECORATIVE PENDANT AS SELECTED BY OWNER OR I.D.
CEILING FAN AS SELECTED BY OWNER WITH VARIABLE
SPEED SWITCH
WALL SCONCE AS SELECTED BY OWNER. VERIFY HEIGHT.
EXHAUST FAN/LIGHT COMBO; BROAN SILOFLUE W/ DOUBLE TWIN
TUBE FLUORESCENT BULB; LT. AND FAN SWITCHED SEPARATELY
EXHAUST FAN; MIN. 5 AIR CHG'S / HR.
SURFACE MOUNT FLUORESCENT
DOWNLIGHT HALO 2551 22W
RECESSED MOUNT FLUORESCENT
DOWNLIGHT HALO H25ICAT
S.D.
C.M.
LED UNDERCABINET STRIP
ROPE LIGHT
ELECTRONICALLY BALLASTED FLUORESCENT; COOL WHITE
WRAP AROUND AT GARAGE; SPX 35 AT INTERIOR
HONEYWELL OR EQUAL SMOKE DETECTOR
CARBON MONOXIDE ALARM
NOTE -
2
1
3
JUNO IC1LEDG4-27K
WHITE BAFFLE
JUNO IC1ALEDG4-27K
WHITE BAFFLE
JUNO IC91LWDG4 WHITE 440LEDG4
ADJUSTABLE TRIM MODULE
12W 120V 3000K LED
12W 120V 2700K LED
12W 120V 2700K LED
ALIGN WITH CENTER OF DOOR OR OPENING
ALIGN WITH CENTER OF ROOM
T-BAR ACOUSTIC CEILING
2X4 LIGHTING FIXTURES PER ELECTRICAL PLANS
ROOF ACCESS PANEL AND LADDER
OPEN CEILING
7 GYP BD CEILING
B
H
G
F
E
C
D
12'-0"
A
K
L
M
N
J
ATTIC F.A.U.'S MUST BE POSITIONED IN SUCH A MANNER THAT THE REQUIRED
DISTANCE FROM THE VENT OUTLET TO THE TOP OF THE FLUE CAP IS WITHIN THE
ATTIC, ALLOWING THE EXTERIOR HEIGHT OF THE FLUE CAP ABOVE THE FINISHED
ROOFING TO BE THE MINIMUM ALLOWED BY CODE.
COORDINATE ALL LIGHTING PLACEMENT WITH ROOF AND CEILING FRAMING
VERIFY ALL INTERIOR LIGHTING WITH INTERIOR DESIGNER DRAWINGS.
INDICATES CEILING HEIGHT DIRECTLY ABOVE THAT FLOOR AREA
GENERAL LIGHTING IN KITCHEN AND BATHROOMS SHALL PROVIDE A MINIMUM OF
40 LUMENS PER WATT
PROVIDE GROUNDING ELECTRODE SYSTEM PER CEC ARTICLE 250-81
LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL CONFORM CEC ARTICLE 410-8
OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RESISTIVE
RATED WALLS, PARTITIONS, FLOORS, OR CEILINGS SHALL BE FIRE STOPPED
USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTIVE RATING
ALL 2 GANG OR MORE SWITCH FACE PLATES SHALL RECEIVE ENGRAVING AS
DIRECTED BY ARCHITECT
ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1/0 OR LARGER, AND ONLY
TO FEED MAIN OR SUB-PANELS. ALL OTHER CURRENT CARRYING CONDUCTORS
SHALL BE COPPER. REFER TO SPECIFICATIONS FOR PROPOSED TYPE.
FAU CLOSET OR ALCOVE MUST BE 12" WIDER THAN THE FURNACE OR FURNACES
BEING INSTALLED. CMC SECTION 304.7
COMBUSTION AIR FOR FUEL BURNING WATER HEATERS WILL BE PROVIDED IN
ACCORDANCE WITH CPC SECTION 505.1 AND 507.4
CLOTH BACKED DUCT TAPE IS NO LONGER PERMITTED TO BE USED AS THE SOLE
CONNECTION FOR MECHANICAL DUCTING. DUCT TAPE, AS A MINIMUM, MEETING
THE REQUIREMENTS UF UL 181, 181A, OR 181B SHALL BE USED OR ADDITIONAL
DUCT ATTACHMENT DEVICES SUCH AS TIE WRAPS OR MASTIC WILL BE
REQUIRED FOR INSTALLING MECH. DUCTING.
RETURN AIR PLENUM SERVING THE MECHANICAL EQUIPMENT MUST BE FULLY
DUCTED FROM THE EQUIPMENT TO CONDITIONED SPACE. DROP CEILINGS WALL
CAVITIES AND EQUIPMENT PLATFORMS MAY NOT USED AS PLENUMS
O
P BOND GROUNDING ELECTRODE TO METAL GAS AND WATER PIPING. CEC
SECTION 250.104(A) & (B)
Q PROVIDE AT LEAST TWO 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS TO
SERVE KITCHEN, BREAKFAST ROOM, AND DINING ROOM. SUCH CIRCUITS SHALL
HAVE NO OTHER OUTLETS. CEC SECTION 210.52(B)(1) THROUGH 210.52(B)(3)
R PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUITS TO SERVE LAUNDRY
APPLIANCES. SUCH CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. CEC SECTION
210.11(C)(2), 210.52(F), 220.16(B)
S PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUITS TO BATHROOM
RECEPTACLES. SUCH CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. CEC
SECTION 210.11(C)(3), 210.52(D)
T BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15 AND 20-AMPERE
OUTLETS INSTALLED IN DWELLING UNIT BATHOOMS, KITCHENS, GARAGES, &
OUDOOR LOCATIONS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT
INTERRUPTER PER NEC 210.8
U LUMINAIRES (LIGHT FIXTURES) IN TUB OR SHOWER ENCLOSURES SHALL BE
LABELED "SUITABLE FOR DAMP LOCATION." CEC SECTION 410.4(A)
V
SMOKE DETECTORS SHALL BE "HARDWIRED" AND SHALL BE EQUIPPED WITH A
BATTERY BACKUP. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN
ALL SLEEPING AREAS PER CBC 907.2.
W
CARBON MONOXIDE ALARMS SHALL BE "HARDWIRED" AND SHALL BE EQUIPPED
WITH A BATTERY BACKUP. CARBON MONOXIDE ALARMS SHALL BE
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM
WILL ACTIVATE ALL ALARMS IN THE UNIT.
X
Y
ALL 125-VOLT, 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED
TAMPER-RESISTANT RECEPTACLES PER NEC 406.11
A RECEPTACLE INSTALLED OUTDOORS IN A LOCATION PROTECTED FROM THE
WEATHER OR IN OTHER DAMP LOCATIONS SHALL HAVE AN ENCLOSURE FOR THE
RECEPTACLE THAT IS WEATHERPROOF WHEN THE RECEPTACLE IS COVERED. 15-
AND 20-AMPERE, 125- AND 250-VOLT RECEPTACLES INSTALLED 70-260 IN A WET
LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR
NOT THE ATTACHMENT PLUG CAP IS INSERTED. PER NEC 406.8 (A)&(B)
Z ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING
OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING
ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE
PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER,
COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH
CIRCUIT. PER NEC 210.12
8 EXTERIOR CEMENT PLASTER SOFFIT
9 BREAK METAL WRAPPED EYEBROW
10'-0"
17'-0"
9'-0"
9'-0"
10'-0"10'-0"
17'-6"
12'-0"
8
5
4
4 3
6
6
7
9
9
9
10'-0"
10'-0"
8'
-
0
"
2'
-
0
"
10
'
-
8
"
1'
-
4
"
20
'
-
0
"
T.O. ROOF
22
'
-
0
"
T.O. PAR
10
'
-
0
"
17
'
-
4
"
T.O. COL. .
4'
-
0
"
T.O. SCREEN
ORCO SPLIT FACE MASONRY
WHEAT - 250 MW BLACK PAINTED IRON RAILING
OMEGA BASE 2 PLASTER -
1C420 TAVERN TAUPE
22
'
-
0
"
T.O. ROOF
12
'
-
0
"
3'
-
4
"
12
'
-
8
"
7'
-
6
"
22
'
-
0
"
T.O. PAR
BLACK PAINTED IRON GATES
OMEGA BASE 2 PLASTER -
1C420 TAVERN TAUPE
4'
-
0
"
T.O. SCREEN
ORCO SPLIT FACE MASONRY
WHEAT - 250 MW CHARCOAL KYNAR DOORS
AND WINDOW FRAMES
ORCO PRECISION MASONRY -
NATURAL GREY - MW
ORCO BURNISHED MASONRY -
OTAY BROWN - MW
CHARCOAL KYNAR FASCIA
CHARCOAL KYNAR PANELS
AND BRAKE METAL EYEBROW
ORCO SPLIT FACE MASONRY
WHEAT - 250 MW
ORCO BURNISHED MASONRY -
OTAY BROWN - MW
42
"
1'-0"11"
7'
-
1
"
7'
-
6
"
7"
6"
1'
-
1
"
1'-0"11"
4'-1"
5"
7"
7"
7"
7"
7"
7"
7"
6"
2"
4'-0"4'-0"4'-1"
2"
8'
-
0
"
8" ORCO SPLIT FACE
MASONRY - WHEAT -
250 MW
10"x2" CAST CONCRETE CAP
2" T.S. FRAME
1" T.S. HORIZONTAL BARS
1" T.S. VERTICAL BARS
3'
-
6
"
2" T.S. POSTS
1" T.S. HORIZONTAL BARS
2" T.S. TOP RAIL
7"
6"
7"
7"
7"
7"
2"
11"
101 2"
7'
-
1
"
7'
-
6
"
7"
6"
1'
-
1
"
101 2"3'-0"
5"
7"
7"
7"
7"
7"
7"
7"
6"
2"
2" T.S. POSTS
1" T.S. HORIZONTAL BARS
A B C DGUARDRAILPEDESTRIAN GATE VEHICULAR GATE YARD WALL
10"
BLACK PAINTED FINISH
DESCRIPTIONISSUE DATE
pr
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s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
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e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
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s
o
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a
r
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h
i
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e
c
t
.
c
o
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JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
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k
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m
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c
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a
1
LANDLORD SUB 1
42
9
7
4
r
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e
,
te
m
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c
u
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a
c
a
9
2
5
9
0
in
d
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o
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e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
left elevation
front elevation (roick st)B1/4"=1'-0"
A5.1
elevations
C1/4"=1'-0"
gate fence and wall elevations A1/4"=1'-0"
1
2
2
8'
-
0
"
2'
-
0
"
10
'
-
8
"
1'
-
4
"
20
'
-
0
"
T.O. ROOF
22
'
-
0
"
T.O. PAR
3'
-
4
"
12
'
-
8
"
8'
-
6
"
ORCO PRECISION MASONRY -
NATURAL GREY - MW
CHARCOAL KYNAR DOORS
AND WINDOW FRAMES
ORCO SPLIT FACE MASONRY
WHEAT - 250 MW
4'
-
0
"
T.O. SCREEN
CHARCOAL KYNAR PANELS
AND BRAKE METAL EYEBROW
ORCO SPLIT FACE MASONRY
WHEAT - 250 MW
ORCO BURNISHED MASONRY -
OTAY BROWN - MW
ORCO BURNISHED MASONRY -
OTAY BROWN - MW
8'
-
0
"
2'
-
0
"
10
'
-
8
"
1'
-
4
"
14
'
-
0
"
8'
-
0
"
20
'
-
0
"
T.O. ROOF
22
'
-
0
"
T.O. PAR
14
'
-
0
"
8'
-
0
"
4'
-
0
"
T.O. SCREEN
CHARCOAL KYNAR DOORS
CHARCOAL KYNAR DOORS &
FASCIA
ORCO SPLIT FACE MASONRY
WHEAT - 250 MW
ORCO SPLIT FACE MASONRY
WHEAT - 250 MW
6'
-
8
"
6'
-
8
"
7'
-
1
1
"
6'
-
8
"
7'
-
9
"
8'
-
7
"
BLACK PAINTED WROUGHT
IRON GRILLE
ORCO SPLIT FACE MASONRY
WHEAT - 250 MW
CHARCOAL KYNAR
PAINTED DOORS
CHARCOAL KYNAR PANELS
AND BRAKE METAL EYEBROW
TRASH
4cu.yd.
4cu.yd.
12'-2"
3'-0"
14
'
-
8
"
12'-2"
12
'
-
0
"
10'-91 2"
13
'
-
4
"
1'-0"
1'
-
0
"
1'-0"
1'-0"
1'
-
0
"
PLANTER CUTOUTS PER
LANDSCAPE
1'-6"
2'
-
6
"
4"x36" HIGH BOLLARDS
SPLIT FACE MASONRY WALLS
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
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d
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i
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e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
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l
s
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i
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e
c
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.
c
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JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
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e
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1
LANDLORD SUB 1
42
9
7
4
r
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k
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e
,
te
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c
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9
2
5
9
0
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t
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a
l
o
f
f
i
c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
rear elevation
right elevation (winchester rd)E1/4"=1'-0"
A5.2
elevations
F1/4"=1'-0"
trash enclosure plans & elevations D1/4"=1'-0"
1
2 2
2
2
2
17
"
-
1
9
"
19
"
M
I
N
12"24" MIN
54" MIN
12"MIN
36" MIN
PAPER
TOILET
PAPER TOWEL
DISPENSER
SEAT COVER
40
"
M
A
X
& WASTE
PAPER TOWEL
DISPENSER
SOAP
DISPENSER
VENDOR
NAPKIN
24" MIN
60
"
M
I
N
48
"
M
I
N
24" MIN.
54" MIN
19
"
M
I
N
17
"
-
1
9
"
18"MIN
40
"
M
A
X
34
"
M
A
X
30" MIN.
CLEAR FLOOR
SOAP
DISPENSER
27
"
M
I
N
.
48" MIN CLR.
MAX
19"
9"
M
I
N
.
9"
18"MIN
27
"
C
L
E
A
R
34
"
M
A
X
30" MIN.
CLEAR
27
"
M
I
N
.
34
"
M
A
X
48" MIN CLR.
MAX
19"
LEVER
HANDLE
FOR
FAUCET
CONTROL
OPEN
FLOOR AREA
MAX6"
MI
N
.
8"MIN
FLOOR SPACE
29
"
M
I
N
.
29
"
M
I
N
.
27
"
M
I
N
.
11"MIN
INSULATED. (5-1504b)
FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH
ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING THE TIGHT
BUSINESS AND PROFESSIONAL OFFICES, PERSONAL AND
AND BOTTOM AND THE ENDS RETURNED. (2-3307e)
BE LESS THAN 32" WIDE BY 18" DEEP. (2-511c, FIG. 2-5-3)
NOTE: DRINKING FOUNTAIN SHALL CONFORM TO REQUIREMENTS OF
EMPLOYEE AT WORK AREAS SHALL HAVE A MINIMUM 36" CLEAR
HANDRAILS SHALL BE SPACED A MINIMUM OF 1 1/2" FROM WALL.
HEIGHT ABOVE RAMP SURFACES, WITH 12" EXTENSIONS BEYOND TOP
RAMP HANDRAILS SHALL BE CONTINUOUS LOCATED 34"-38" IN
RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP WHEN
A PATH OF TRAVEL WITH A SLOPE GREATER THAN 1 IN 20 SHALL BE
A 2" HIGH CURB OR WHEEL GUIDE CENTERED 3" PLUS/MINUS 1"
BOTTOM EDGE OF MIRROR SHALL BE LOCATED 40" MINIMUM ABOVE
THE FRONT EDGE OF THE TOILET SEAT. (2-511b-3, FIG. 2-5-1A)
TOILET TISSUE DISPENSERS SHALL BE MOUNTED WITHIN 12" FROM
OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWELS,
WASTE COIN SLOTS, ETC.) SHALL BE WITHIN 40" OF THE FLOOR.
CIRCLE FOR WOMEN AND 1/4" THICK CENTERED ON DOOR 60" HIGH
BE PROVIDED ARE 12" EQUILATERAL TRIANGLE FOR MEN, 12" DIAMETER
ON DOORWAYS LEADING TO SANITARY FACILITIES, THE SYMBOLS TO
THE ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED SHALL NOT
SELF-CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS.
GRASPING, PINCHING, TWISTING OF THE WRIST AND AN OPERATING
ALSO DUPLICATED ON PARKING SURFACES. (2-7102e)
ALL PRIMARY ENTRANCES TO THE BUILDING ARE TO BE
OTHERWISE BOUNDED BY WALL WHEN THE RAMP EXCEEDS 10 FEET
ABOVE RAMP SURFACES IS REQUIRED ON BOTH SIDES WHERE NOT
PARKING SPACES SHALL BE IDENTIFIED WITH THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY MOUNTED ON POSTER OR WALL AND
WIDE OF 1/4" X 1/4" GROOVES, 3/4" APART, LOCATED AT TOP AND
SURFACE TO BE SLIP RESISTANT. BOARD MARKINGS SHALL BE 12"
LANDING IS PROVIDED, FLARED SIDES SHOULD BE SLOPED 1 IN 12.
REQUIRED AT THE TOP OVER THE ENTIRE RAMP WIDTH. IF NO
MAXIMUM SLOPE OF 1:2 . A LEVEL 48" MINIMUM DEPTH LANDING IS
CROSSES CURB. CURB RAMP SHALL BE 48" MINIMUM WIDTH WITH A
CURB RAMPS SHALL BE LOCATED WHEREVER PEDESTRIAN PATH
WALK WIDTH TO BE 48" MINIMUM. THE MAXIMUM CROSS SLOPE
SHALL NOT EXCEED 1/4" PER FOOT. GRATINGS ARE NOT ALLOWED.
IN LENGTH. (2-3307h)
ACCESSIBLE TO THE HANDICAPPED. (2-3301f)
(2-3324)
PARKING AND ACCESS TO BUILDING:
SIDES. (2-7103)
CONSIDERED A RAMP. (2-3307a)
SLOPE EXCEEDS 1 TO 20. (2-3307a)
THE WIDTH SHALL BE 48" MINIMUM. (2-3307b-3)
(2-3307e)
SEC. 2-511c AND 5-1507.
PUBLIC SERVICE FACILITIES:
ACCESS. (2-712b-2C)
PEDESTRIAN RAMPS:
IN CONTRASTING COLOR. (2-511a-5C)
SANITARY FACILITIES IDENTIFICATION:
DRINKING FOUNTAIN:
(2-511b-2)
TOILET ROOM ACCESSORIES:
THE FLOOR. (2-511b-1B)
FORCE NOT EXCEEDING 5 LBS. (5-1504c)
(5-1504c)
EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2 IF
THRESHOLD SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR.
34" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM
ALL REQUIRED EXIT DOORS SHALL HAVE 32" CLEAR OPENING AT
(NO RECESS OR TRAP), EXCEPT AT AUTOMATIC OR SLIDING DOORS.
DEEP IN DIRECTION OF DOOR SWING AND 44" DEEP IN OPPOSITE
THERE SHALL BE A CLEAR AREA ON EACH SIDE OF THE DOOR 60"
STRIKE JAMB FOR INTERIOR DOORS. (2-3304h-2)
EXTEND 24" PAST STRIKE JAMB FOR EXTERIOR DOORS AND 18" PAST
WIDTH OF CLEAR AREA ON THE SWING SIDE OF THE DOOR SHALL
AWAY FROM THE SPACE BETWEEN THEM. (2-3304h-2D)
A SERIES AT A VESTIBULE SHALL SWING IN THE SAME DIRECTION, OR
AND A SECOND CLOSED DOOR. (2-3304h-2D, FIG. 2-33-5A0. DOORS IN
PROVIDE A MINIMUM OF 48" CLEAR DEPTH BETWEEN THE OPEN DOOR
THE SPACE BETWEEN TWO CONSECUTIVE DOORS (VESTIBULE) SHALL
FLOOR OF A GIVEN STORY SHALL BE OF A COMMON LEVEL
THROUGHOUT OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS,
BE MADE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. (2-511a3)
DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR WIDTH. (2-511a-5A)
OR 32" CLEAR SPACE BETWEEN WATER CLOSET AND WALL.
PROVIDE 28" CLEAR SPACE BETWEEN WATER CLOSET AND FIXTURE
WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR
THAT HAS AN AUMATICALLY CLOSING DEVICE AND SHALL HAVE A CLEAR,
WATER CLOSET SHALL BE LOCATED 28" FROM A FIXTURE OR 32"
PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. (2-522e)
EFFORT OF 5 LBS. TO OPERATE THE DOOR PER CBC 11B-404
WHEN LOCATED ON ACCESSIBLE FLOORS, SANITARY FACILITIES SHALL
DOOR HARDWARE SHALL BE OF THE LEVER OF PUSHED TYPE MOUNTED
THE LOWER 10" OF THE DOOR SHALL BE OF SMOOTH PLANE SURFACE,
BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO
BARS SHALL BE 1 1/4" TO 1/2" IN DIAMETER WITH 1 1/2"
WITHSTAND 250 LBS./FT. IN BENDING, SHEAR, AND TENSION.
THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE
5 LBS. MAXIMUM AND BE LOCATED 44" MAXIMUM ABOVE THE FINISH
THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE
ONE OR MORE WALL HUNG URINALS ARE PROVIDED, AT LEAST ONE WITH
URINALS SHALL BE FLOOR MOUNTED, STALL TYPE, OR WALL HUNG. WHERE
BOTTOM FROM FRONT OF LAVATORY. (2-511b-1A)
HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE
PROVIDE 30" X 48" CLEAR FLOOR SPACE FOR FORWARD APPROACH
AND A CLEAR SPACE BENEATH LAVATORIES 29" HIGH BY 30" WIDE
BY 8" DEEP AT TOP AND 9" HIGH BY 30" WIDE BY 17" DEEP AT
AN ELONGATED RIM PROJECTING A MINIMUM 13-1/2" FROM THE WALL AND A
A.
FLOOR (5-103b)
LAVATORIES:
B.
CLEARANCE TO WALL. (2-511a-8B)
5 LBS. MAXIMUM. (2-511a-8C)
WATER CLOSET:
URINALS:
A.
A.
(2-511a-8C)
B.
A.
UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WHEN LOCATED AT THE END
SINGLE ACCOMODATION TOILET FACILITIES:
FROM A WALL (2-511a-7, FIG. 25-1A)
GRAB BARS AT WATER CLOSET:
A.
(2-511a-6B)
B.
A.
MULTIPLE ACCOMODATION TOILET FACILITIES:
SANITARY FACILITIES:
B.
A.
FLOORS:
A.
DIRECTION OF DOOR SWING. (2-3304h-2)
G.
F.
(2-3304m)
E.
D.
GREATER THAN 1/4". (2-3304h-1, FIG. 2-33-5)
90 DEGREES (36" DOOR). (2-3304a-1)
ENTRANCE DOORS, VESTIBULES, AND CORRIDORS:
C.
A.
B.
MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE PROVIDED. CBC 11B-605.2
AND 34 INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED
AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.
AT LEAST ONE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9" MINIMUM
ABOVE THE FINISH FLOOR AND 6" DEEP MINIMUM BEYOND THE COMPARTMENT
SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS.
C.
PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT
SHARP EDGES OR ABRASIVE SURFACES. TOE CLEARANCE AT THE SIDE
PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66" WIDE
34
"
M
A
X
9"
MAX6"
MI
N
.
8"MIN
11"MIN9"
M
I
N
.
60
"
M
I
N
36
"
M
I
N
56" MIN WALL MOUNTED
12"
MAX
24" MIN
12
"
MI
N
24
"
MI
N
48" MIN
59" MIN FLOOR MOUNTED
7"MIN
9"MAX
TOILET
PAPER
33
"
M
I
N
-
3
6
"
M
A
X
`
7"MIN
9"MAX
18"MIN ADD 6" AT EXTERIOR SIDE
X
60
"
M
I
N
OF EXTERIOR DOOR
48
"
M
I
N
I
F
D
O
O
R
PR
O
V
I
D
E
D
W
I
T
H
CL
O
S
E
R
22" MIN.
44
"
M
I
N
60
"
M
I
N
36" MIN.
48
"
M
I
N
I
F
D
O
O
R
PR
O
V
I
D
E
D
W
I
T
H
CL
O
S
E
R
44
"
M
I
N
ME
A
S
U
R
E
D
A
T
TO
P
O
F
G
R
I
P
P
I
N
G
SU
R
F
A
C
E
24" MIN
MAX
33
"
M
I
N
-
3
6
"
M
A
X
`
ME
A
S
U
R
E
D
A
T
TO
P
O
F
G
R
I
P
P
I
N
G
SU
R
F
A
C
E
33
"
M
I
N
-
3
6
"
M
A
X
`
ME
A
S
U
R
E
D
A
T
TO
P
O
F
G
R
I
P
P
I
N
G
SU
R
F
A
C
E
12"
MAX
accessories lavatory cabinet mounted sink 90 degree turn
space requirementsgrab barstoilet paper location
single accomodation
international accessibility symbol door requirements accessibility general notes
WOMENMEN
60
"
A
.
F
.
F
.
M
A
X
(
T
Y
P
I
C
A
L
)
MEN WOMEN
ALL GENDER
RESTROOM
60
"
A
.
F
.
F
.
M
A
X
.
ALL GENDER
RESTROOM
60
"
A
.
F
.
F
.
M
A
X
48
"
A
.
F
.
F
.
M
I
N
60
"
A
.
F
.
F
.
M
A
X
(
T
Y
P
I
C
A
L
)
60
"
A
.
F
.
F
.
M
A
X
(
T
Y
P
I
C
A
L
)
60
"
A
.
F
.
F
.
M
A
X
(
T
Y
P
I
C
A
L
)
48
"
A
.
F
.
F
.
M
I
N
48
"
A
.
F
.
F
.
M
I
N
TO
P
O
F
S
E
A
T
(M
A
X
2
"
H
I
G
H
)
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
c
k
t
e
m
e
c
u
l
a
1
LANDLORD SUB 1
42
9
7
4
r
o
i
c
k
d
r
i
v
e
,
te
m
e
c
u
l
a
c
a
9
2
5
9
0
in
d
u
s
t
r
i
a
l
o
f
f
i
c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
D1.1
accessibility
details and notes
4
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
a
l
d
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v
i
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e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
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@
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l
s
o
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a
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c
h
i
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e
c
t
.
c
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m
JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
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1
LANDLORD SUB 1
42
9
7
4
r
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,
te
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c
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a
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9
2
5
9
0
in
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t
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a
l
o
f
f
i
c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
81216
13
711
10
9
3
2
117
20
15
6
5
14
D1.2
exterior details
DOOR PER SCHEDULE
3"=1'-0"DOOR HEAD/JAMB
SEALANT
STEEL ANGLE FRAME PER
STRUCTURAL DWGS.
CMU WALL PER
PLANS
GI FLASHING OVER
BITUTHENE
1/4" SHIM
FURRING WHERE
SHOWN ON PLANS
STOREFRONT THRESHOLD
10
"
1/
2
"
M
A
X
.
SLAB PER STRUCTURAL
SWING
ADA-COMPLIANT SADDLE
W/ EXPANSION ANCHORS TO
CONC. PERIMETER
THRESHOLD ATTACHED
DOOR - SEE PLAN FOR
SIZE AND DIRECTION OF
FOR TYPE AND THICKNESS AS
GLAZING - SEE SCHEDULE
RECOMMENDED BY MFR.
INTERIOREXTERIOR
STOREFRONT DR JAMB @ MULLION 3"=1'-0"
MULLION
SWING
ALUMINUM STOREFRONT
SIZE AND DIRECTION OF
DOOR - SEE PLAN FOR
EXTERIOR INTERIOR
GLAZING - SEE SCHEDULE
RECOMMENDED BY MFR.
FOR TYPE AND THICKNESS AS
STOREFRONT DOOR HEAD 3"=1'-0"
EXTERIOR INTERIOR
SWING
MULLION
DOOR - SEE PLAN FOR
SIZE AND DIRECTION OF
ALUMINUM STOREFRONT
GLAZING - SEE SCHEDULE
RECOMMENDED BY MFR.
FOR TYPE AND THICKNESS AS
TYP. WINDOW SILL 3"=1'-0"
INTERIOR EXTERIORINTERIOREXTERIOR
SILL CAP
SHIM AS REQ'D
CMU WALL PER PLANS
G.I. FLASHING O/ BITUTHENE
SEALANT
GLAZING - SEE SCHEDULE FOR
TYPE AND THICKNESS AS
RECOMMENDED BY MFR.
FURRING WHERE SHOWN
ON PLANS
GLAZING - SEE SCHEDULE FOR
TYPE AND THICKNESS AS
RECOMMENDED BY MFR.
ALUMINUM STOREFRONT
SECTION
INTERIOR EXTERIOR
STOREFRONT WIN. HD/JMB 3"=1'-0"
SEALANT
STEEL ANGLE FRAME PER
STRUCTURAL DWGS.
GLAZING - SEE SCHEDULE FOR
TYPE AND THICKNESS AS
RECOMMENDED BY MFR.
CMU WALL PER
PLANS
GI FLASHING OVER
BITUTHENE
1/4" SHIM
ALUMINUM STOREFRONT
SECTION
FURRING WHERE
SHOWN ON PLANS
PER PLANS
3"=1'-0"EXTERIOR DOOR SILL
EXPANSION JOINT
DOOR FRAME BEYOND
FINISH FLOOR
DOOR PER SCHEDULE
WEATHERSTRIP
METAL THRESHOLD SET IN MASTIC
CONCRETE SLAB
SLOPE
ROLL-UP DOOR PER SCHEDULE
ROLL UP DOOR HARDWARE PER SCHEDULE
CMU WALL PER PLANS
3"=1'-0"ROLL-UP DOOR JAMB
18
19
3"=1'-0"ROLL-UP DOOR SILL
ROLL-UP DOOR PER SCHEDULE
TRACK BEYOND
SLOPE
CONCRETE SLAB; SEE STRUCTURAL
DRAWINGS
COLORED SEALANT W/ BACKER ROD
AND FIBER EXPAN. JT.
1/4" LEVEL CHANGE FROM INTERIOR
CONC. FLOOR TO DRIVEWAY
INTERIOR EXTERIOR
ROLL UP DOOR HEAD 3"=1'-0"
STEEL ANGLE FRAME PER
STRUCTURAL DWGS.
CMU WALL PER
PLANS
ROLL-UP DOOR PER
SCHEDULE
4
gyp bd./mtl. stud soffit
4" X 25GA 24" 9'-1"
4" X 20GA 24" 9'-8"
4" X 20GA 16" 10'-10"
4" X 20GA 12" 11'-9"
6" X 20GA 16" 12'-2"
6" X 20GA 12" 13'-2"
6" X 20GA 24" 10'-11"
6" X 22GA 24" 10'-4"
6" X 22GA 16" 11'-5"
6" X 22GA 12" 12'-4"
SOFFIT HUNG FROM WALL
4" X 25GA 12" 11'-0"
3-5/8" X 25GA 24" 7'-8"
3-5/8" X 25GA 16" 8'-8"
3-5/8" X 25GA 12" 9'-4"
SIZE SPACING MAXIMUM SPAN
3-5/8" X 20GA 12" 11'-4"
3-5/8" X 20GA 16" 10'-6"
3-5/8" X 20GA 24" 9'-4"
4" X 25GA 16" 10'-2"
REFERENCE: SSMA PRODUCT TECH MANUAL
PG 42
METAL STUD WALL PER PLAN
CEILING JOISTS PER SCHEDULE
5/8" TYPE 'X' GYPSUM BOARD SHEATHING
FINISH PER FINISH SCHEDULE
LAP STUD AND PROVIDE (3) 8 SMS
AT EACH JOIST CONNECTION
1 1/2"=1'-0"suspended ceiling at end wall NONE
suspended clg. connection none
CROSS RUNNER WITH
8" MAX.8" MAX.12 WIRE HANGER
PERIMETER MEMBER
@ STARTER WALLS
MAIN RUNNER TYP.
MEMBER @
PERIMETER
HEAVY DUTY MAIN RUNNER
12 WIRE SPLAYED IN THE
12 WIRE
SUPPORT OTHER ITEMS.
SYSTEM SHALL NOT
CORNERS. CEILING
(2) TWO HANGERS @ OPP.
SUPPORTED BY A MIN. OF
REGISTERS SHALL BE
AND 24"x24" HVAC AIR
CEILING LIGHT FIXTURES
NOTE: ALL 24"x48"
@ 45 DEGREES.
PLANE OF EA. RUNNER
HANGER
45°
45°
45°
45°
SECTION
AT 12' O.C. MAX.
MAX. HT.EMT
4'-6"3/4"Ø
1"Ø6'-0"
1 1/2"Ø9'-6"
2"Ø12'-0"
NOTCH BTM. OF EMT OVER RUNNER
COMPRESSION STRUT @ 12'-0" O.C. EA.
DIRECTION WITH FIRST POINT WITHIN 6'
OF EACH WALL; OR EVERY 144 S.F. OF
CEILING AREA PER C.B.C. 803.9.11 AND
1613.1. RUN TIGHT TO STRUCTURE
ABOVE
7/8" CONT.
ANGLE @
PERIMETER
WALLS
HEAVY DUTY
0.75" CLEARANCE
FROM WALL.
OPPOSITE
WALLS
ATTACH CEIL. GRID
TO PERIMETER ANGLE
THIS END.
ICC# ESR-1308
FREE TO SLIDE ON
CLOSURE ANGLE
THIS ENDARMSTRONG
BERC2 CLIP
PER 5/D2.1
ARMSTRONG
BERC2 CLIP
PER 5/D2.1
ARMSTRONG
BERC2 CLIP
7 8"CLOSURE
ANGLE
BERC2 CLIP
ICC-ESR-1308
HEAVY DUTY
EXPOSED TEE
SEISMIC CATEGORY D, E, F
ARMSTRONG
BERC2 CLIP
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
a
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d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
c
k
t
e
m
e
c
u
l
a
1
LANDLORD SUB 1
42
9
7
4
r
o
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c
k
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r
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v
e
,
te
m
e
c
u
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a
c
a
9
2
5
9
0
in
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s
t
r
i
a
l
o
f
f
i
c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
81216
14
13
7
6
5
11
10
9
3
2
1
19
20
DOOR PER SCHEDULE
BATT INSULATION WHERE NOTED
ON PLAN
3"=1'-0"door head/jamb
METAL STUD WALL PER
PLANS
METAL FRAME WITH METAL
STUD ANCHORS
GYP.BD. - SEE FINISH SCHEDULE FOR
WALL FINISH
METAL STUD HEADER
SEE DETAIL 2/D2.1
SEE 17/D1.2 FOR CONTINUATION
TO COMPLY WITH: ASCE 7-10 SECTION 13.5.6.2.2
D1.3
interior
details
wall to underside of ceiling
wall to underside of roof
office partition wall
GYPSUM BOARD PER PLAN AND/OR
FINISH SCHEDULE ATTACH W/ NO. 6,
TYPE S, 11 8" LONG STEEL SCREWS @
12" O.C. PER ASTM C 1002
PER ICC NO. 3064P
SE
E
C
E
I
L
I
N
G
P
L
A
N
NON-BEARING METAL STUD WALL PER
PLAN. I.C.B.O. NO. 4943P. STABILIZE
UNSHEATHED METAL STUD FLANGES
WHERE OCCURS PER ICBO REPORT.
TO
U
N
D
E
R
S
I
D
E
O
F
S
T
R
U
C
T
U
R
E
EXISTING PURLINS
(N) 2X6 BLOCKING @24"
O.C. W/2-16d @ EA END
16 GA.x 3" CONT. DEEP
TRACK
20 G.A. TOP TRACK
TYPE 'S' SCREW TYP.
1/4"Ø LAG BOLTS @ 24" O.C. AT CENTER OF
BLOCKING
NON-COMBUSTIBLE SUSPENDED
ACOUSTIC CEILING TILE
1/4" DIA. POWDER DRIVEN
FASTENERS AT 32" O.C. TO SLAB. ON
1ST FLOOR. ICC. NO. 1663
1/4", 3" LONG SCREWS AT 16"
O.C. THROUGH PREDRILLED
HOLES AT WOOD FLOOR
CONDITION ON 2ND FLOOR
GYPSUM BOARD PER PLAN AND/OR
FINISH SCHEDULE ATTACH W/ NO. 6,
TYPE S, 11 8" LONG STEEL SCREWS @
16" O.C. PER ASTM C 1002
SE
E
C
E
I
L
I
N
G
P
L
A
N
STEEL RUNNER TRACK WITH MIN. 1"
LONG FLANGES; SAME GAUGE AS
WALL, U.N.O.
SE
E
C
E
I
L
I
N
G
P
L
A
N
NON-BEARING METAL STUD
WALL PER PLAN. I.C.B.O. NO.
4943P. STABILIZE UNSHEATHED
METAL STUD FLANGES WHERE
OCCURS PER ICBO REPORT.
NON-COMBUSTIBLE SUSPENDED
ACOUSTIC CEILING TILE
6"
M
I
N
.
TO
U
N
D
E
R
S
I
D
E
O
F
S
T
R
U
C
T
U
R
E
8 SCREWS
TYP.
4
5
°MA
X
WALL BRACING, USE 25 GA. x 3 5/8"
PUNCHED METAL STUDS AT 4'-0" O.C.
MAX. ALTERNATE BRACES.
EXISTING PURLINS
(N) 2X6 BLOCKING @24" O.C. W/2-16d
@ EA END WHERE REQUIRED
EXIST'G. SHEATHING
1/4"Ø X 2 1/2" LAG
SCREWS AT EACH
1/4" DIA. POWDER DRIVEN
FASTENERS AT 32" O.C. TO SLAB. ON
1ST FLOOR. ICC. NO. 1663
1/4", 3" LONG SCREWS AT 16"
O.C. THROUGH PREDRILLED
HOLES AT WOOD FLOOR
CONDITION ON 2ND FLOOR
GYPSUM BOARD PER PLAN AND/OR
FINISH SCHEDULE ATTACH W/ NO. 6, TYPE
S, 11 8" LONG STEEL SCREWS @ 16" O.C.
PER ASTM C 1002
PER ICC NO. 3064P
1/4" DIA. POWDER DRIVEN
FASTENERS AT 32" O.C. TO SLAB. ON
1ST FLOOR. ICC. NO. 1663
SE
E
C
E
I
L
I
N
G
P
L
A
N
NON-BEARING METAL STUD WALL
PER PLAN. I.C.B.O. NO. 4943P.
STABILIZE UNSHEATHED METAL STUD
FLANGES WHERE OCCURS PER ICBO
REPORT.
EXISTING GYP BD CEILING.
TO
U
N
D
E
R
S
I
D
E
O
F
S
T
R
U
C
T
U
R
E
8 SCREWS
TYP.4
5
°
M
A
X
WALL BRACING, USE 25 GA. x 3
5/8" PUNCHED METAL STUDS AT
4'-0" O.C. MAX. ALTERNATE
BRACES.
EXISTING PURLINS
(N) 2X6 BLOCKING @24" O.C. W/2-16d
@ EA END WHERE REQUIRED
EXIST'G. ROOF
SHEATHING
1/4"Ø X 2 1/2" LAG
SCREWS AT EACH
1/4", 3" LONG SCREWS AT 16"
O.C. THROUGH PREDRILLED
HOLES AT WOOD FLOOR
CONDITION ON 2ND FLOOR
5"
5/
8
"
5/
8
"
1/2"
MIN.
(BRAILLE)
EXIT ROUTE
1/
2
"
1"
5/
8
"
1/
4
"
1/
4
"
5/
8
"
EQ.
6"
EQ.
LC
1/
2
"
tactile egress signage none
60
"
A
.
F
.
F
.
(
T
Y
P
I
C
A
L
)
5"
5/
8
"
5/
8
"
1/2"
MIN.
(BRAILLE)
EXIT
1/
2
"
1"
5/
8
"
1/
4
"
1/
4
"
5/
8
"
EQ.
6"
EQ.LC
1/
2
"
tactile egress signage none
60
"
A
.
F
.
F
.
(
T
Y
P
I
C
A
L
)
BOLTS AT 3" 0.C.
(2) 1/4"Ø X 2 1/2" LAG
16 GA.x 3" CONT.
AT EACH VERTICAL
TRACK AT HUNG WALLS / CLGS.
NO.8 SMS EA. CROSS STUD
(ALTERNATE 4x CONT. BLK'G.
W/2-16d EA. END)
METAL CROSS STUD, COPE
FLANGES AS REQ'D.
EXIST'G.
FRAMING
NO. 8 SCREW
EACH SIDE
DEEP TRACK
OR PURLIN
STUD
1"
EXIST'G. GLB
FRAMING
EXIST'G. ROOF
NONEconnection at roof framing
EXISTING
CONCRETE DECK
NOTCH WALL WHEN
SSMA COLD FORMED STEEL DETAILS PG 30)
PER ICC ESR-1166P
(REF. DIETRICH CONSTRUCTION DETAIL N1A3 AND
SCREW TYP.
TYPE 'S'
SLIP CONNECTION
ROOF FRAMING
VERIFY EXISTING
MEMBER SIZES
OCCURS
GLB OR PURLIN
SLIP CONNECTION NOTE:
TOP TRACK SAME
AS STUDS
DEEP TRACK
FRAMING
OR PURLIN
OR PURLIN
OF BLK'G.,GLB,
1/4"Ø LAG BOLTS
@ 24" O.C. AT C
16 GA.x 3" CONT.
EXIST'G. ROOF
EXIST'G. GLB
2"
MI
N
.
5"
SLIP CONNECTION
16 GA X 3" CONT.
DEEP TRACK
TOP TRACK
SAME AS STUD
wall sections 1-1/2"=1'-0"
non-structural header framing NONE
CRIPPLE STUD
ANCHORAGE
JAMB
ANGLE
HEADER TRACKS
HEADER
MEMBERS
INFILL STUD
ssma
6" METAL STUDS PER
FLOOR PLANS
400S137-33 BOX HEADER FOR OPENINGS
FROM 4'-0" TO 6'-0"
600S137-33 BOX HEADER FOR OPENINGS
FROM 6'-1" TO 8'-0"
800S162-33 BOX HEADER FOR OPENINGS
FROM 8'-1 TO 12'-0"
1200S162-54 BOX HEADER FOR OPENINGS
FROM 12'-1 TO 16'-0"
HEADER TRACK
DBL. STUDS EA. SIDE OF OPENING
S-12 SCREWS TYP.
DOOR /WINDOW FRAME WHEN OCCURS
PROVIDE "E" WEB STIFFENERS AT ENDS
PER ICC ER-3064P
(REF. SSMA COLD FORMED STEEL DETAILS PG 21)
5
4
2
3"=1'-0"1hr interior wall
INSULATION WHERE INDICATED ON PLANS
TYPE "X" GYP. BD.
METAL STUD FRAMING PER PLANS
HEAVY DUTY
2"
2" DIA. OVERSIZE RING/SLEEVE
DIA.
T-BAR CEILINGFIRE SPRINKLER
BY OTHERS
sprinkler head penetration NONE
TO ALLOW FOR FREE MOVEMENT OF
AT LEAST 1" IN ALL HORIZONTAL
DIRECTIONS
6"=1'-0"occupant load sign
MAXIMUM
OCCUPANCY
10"
7"
60
"
A
.
F
.
F
.
(
T
Y
P
I
C
A
L
)
PERSONS
1"
1/
2
"
1"
1/
2
"
1"
1/
2
"
XXX
30" MIN. CLR. LANDING AREA
18
"
M
A
X
.
6"
M
I
N
.
SIZELADDER
UNDER 12'-0"
OVER 12'-0"
LENGTH
2X FRAMING
1/2" x 2" BAR
1/2" x 2 1/2" BAR
ATTACH BAR TO
WALL BLOCKING W/
1/2" DIA. LAG
FRAME SIZES
7"
SCREW. 2 PER
SUPPORT
STEEL ACCESS LADDER N.T.S.
1/4" X 2" BENT STEEL BAR WELDED TO
STILE @ 8' O.C. VERTICALLY W/ PRE
DRILLED HOLES. ATTACH W/ (2) 1/2"X5"
LAG BOLTS.
1" DIA. RUNGS, UNIFORMLY SPACED @ 12"
O.C. TOP SURFACE TO BE NON-SLIP
DRILL OR PUNCH HOLES IN LADDER FRAME
TO SUIT RUNGS & WELD RUNGS TO THE
FRAME ON THE OUTSIDE. GRIND OUTSIDE OF
FRAME SMOOTH.
22" CLR. WIDTH BETWEEN FRAME
MEMBERS
BOTTOM CLIP ANGLE OR BENT PLATE W/
1/2" EXPANSION BOLTS W/3" MIN.
EMBEDMENT
PROVIDE EXTENSION SAFETY POST AT
TOP OF LADDER
NOTE:
carpet to tile transition, typ.
FLOOR LINE
DOOR WHERE OCCURS
HARD SURFACE
BULL NOSE
CARPET
none
1/
4
"
-
1
/
2
"
1/
4
"
MA
X
4
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
2
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE XX/XX/XX
2212
PLAN CHECK :PA23-0227
PLOT DATE 3/11/24
ro
i
c
k
t
e
m
e
c
u
l
a
1
LANDLORD SUB 1
42
9
7
4
r
o
i
c
k
d
r
i
v
e
,
te
m
e
c
u
l
a
c
a
9
2
5
9
0
in
d
u
s
t
r
i
a
l
o
f
f
i
c
e
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
1 11/28/23DESIGN SUB 2
2 3/11/24DESIGN SUB 3
3 6/28/24DESIGN SUB 4
81216
13
711
10
9
3
2
117
20
15
6
5
D1.4
site
details
14
detectable warning surfaces
1.67"
SPACING
2.
3
5
"
SP
A
C
I
N
G
.9"
BASE
.45"
TOP
2.35"
SPACING
PLAN
SECTION A
.2
"
A
A
TAPER
EXPOSED
EDGES
TAPER
EXPOSED
EDGES
CONTRASTING COLOR, DETECTABLE WARNING SURFACE TO
EXTEND THE FULL WIDTH THE CURB RAMP INSIDE THE GROOVED
BORDER
WIDTH OF CURB RAMP
36
"
M
I
N
accessible parking signage 1 1/2"=1'-0"
REFLECTORIZED PORCELAIN STEEL
SIGN WITH BEADED TEXT OR
EQUIVALENT.
MIN. 70 SQ. IN. AREA.
17" MIN.
22
"
M
I
N
1" HIGH CONTRASTING LETTERS
GALVANIZED POLE.
80
"
M
I
N
.
A
F
F
FR
E
E
S
T
A
N
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12" MIN RADIUS CORNERS
accessible parking signage 11 2"=1'-0"
REFLECTORIZED PORCELAIN STEEL SIGN WITH BEADED TEXT
OR EQUIVALENT.
MIN. 70 SQ. IN. AREA.
TEXT: WHITE
FIELD: BLUE
3"
2"
3" HIGH CONTRASTING LETTERS
12X8 VAN ACCESSIBLE SIGN AT VAM ACCESSIBLE SPACES.
TEXT: WHITE
FIELD: BLUE CENTER
MOUNT BELOW ACCESSIBLE PARKING SIGN
1
1
/
2
"
1
1
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4
"
2" HIGH CONTRASTING LETTERS
11 2" HIGH CONTRASTING LETTERS
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SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING
SPACE
NOTE:
1 2" MIN RADIUS CORNERS
1-1/4" TO 1-1/2" DIA. T.S. HANDRAIL
T.S. METAL RAILING
34
"
-
3
8
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GUARDRAIL/RETAINING WALL SECTION
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AND ENDS #8 X 1 1/2" RHWS TO PLYWOOD
SELF SEALING W.P. MEMBRANE
(GRACE ICE AND WATERSHIELD OR EQ.)
ROOF SHEATHING
(2) 3/8" DIA. LAG SCREWS WITH
CORNER OF MECH. UNIT)
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equipment platform 3"=1'-0"
MASON INDUSTRIES
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INSULATION AS REQUIRED
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SEE MECHANICAL DRAWINGS FOR LOCATIONS
NOTE:
FLASHING COLLAR
GALV. SHEET METAL
1/2" CLEAR
C.L. OF VENT PIPE
OR STACK
BATT INSULATION WHERE OCCURS
ROOF FRAMING PER STRUCTURAL
2X6 BLOCKING EACH SIDE OF PIPE
6" MIN.6" MIN.
BUILT-UP ROOFING OVER PLYWOOD
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SLOPE TO DRAIN PER ROOF PLAN.
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TO ROOF PLAN
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4'-0"
ROOF DRAIN AND OVERFLOW DRAIN PLAN 1 1/2"=1'-0"
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ROOF SHEATHING & FRAMING -
REFER TO STRUCT'L DWG'S
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ROOF ACCESS HATCH 3"=1'-0"
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GYP. BD. SHAFT - SEE FINISH SCHEDULE FOR
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STOP
NOTE:
STEEL ACCESS LADDER
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All reports, plans, specifications, computer files, field data, notes and other documents
and instruments prepared by the Architect and RPM Engineers are Instruments of
Service. Architect and RPM Engineers shall be deemed the authors and owners of their
respective Instruments of Service and shall retain all common law, statutory and other
reserved rights, including copyrights. Any unauthorized use of the Instruments of Service
shall be at the parties sole risk and parties agree to indemnify and hold harmless the
Architect and RPM Engineers from all costs and expenses.
C 2016 RPM ENGINEERS, Inc.
PROJECT NO.
DRAWN BY:
REVIEWED BY:
SCALE:
RPM #23-001B1
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APN. 909-370-017
PAR. 1 PM 24085-2 P.M.B. 189/92-94
EX. ZONING: L. I.
EXIST. LAND USE: DEVELOPED
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32
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11'28'11'
39'39'
78'
12
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APN. 909-320-056 PAR. 7 PM
28471 P.M.B. 195/7-9
EXIST. ZONING: L. I.
EXIST. LAND USE: VACANT
RAMP
EXIST SW
P/L
P/L
P/L
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PIV/FDC
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PROPOSED
STREET LIGHT
EXIST SLOPE
EXIST SLOPE
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SEPARATE PERMIT
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CB-110 CB
VAN
VAN EV
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CAPABLEEV
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CAPABLEEV
CAPABLE
CONNECT TO EX.
SD. INLET
(92.00IE±)
DRIVEWAY PER CITY STD.
207A
EX. LIGHT POLE
EX. LIGHT POLE
EX. LIGHT POLE
(TYP)
ALL RAMPS IN PUBLIC R/W TO BE UPGRADED
FOR ADA COMPLIANCE.
BROOKS
B
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5
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PROPOSED
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PAVED STORAGE YARD
41,319 sf
5'
10'
28'
10'
78'
13'10'
6'6'5'
11'11'56'
28'
13'
2'2'
6'
19'
38'
19'
100'
12'14'
6'6'6'
12'12'76'
38'
12'
2'2'
ENGINEER:
PURPOSES.
NOT BE RELIED ON FOR CONSTRUCTION
PLAN IS CONCEPTUAL IN NATURE AND SHALL
ANY DESIGN INFORMATION SHOWN ON THIS
AUTHORIZED TO PERFORM SUCH WORK.
SHALL BE FIELD VERIFIED BY PERSONS
SURVEY INFORMATION. ALL MEASUREMENTS
SHOULD NOT BE RELIED UPON FOR ACCURATETHIS MAP IS BASED ON RECORD DATA AND
DATA TABLE:
EASEMENT NOTES:
ENGINEERING AND
DEVELOPMENT, INC.4M
VICINITY MAP
LEGAL DESCRIPTION
BASIS OF BEARINGS
STATEMENT OF UTILITIES
FLOOD INFORMATION
LEGEND
UTILITY PURVEYORS:
BENCHMARK
OWNER
ENGINEER
WATER
SEWER
SCHOOL DISTRICT
ELECTRIC
GAS
TELEPHONE/ INTERNET
CABLE
CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PARCEL 7 OF PARCEL MAP NO. 28471
ARCHITECT
LAND SURVEYOR
CONCEPT GRADE PLAN
PROJECTSITE
15
79
APPLICANT
EARTHWORKS:
LANDSCAPE ARCHITECT
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
VAN
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
EV
CAPABLE
VAN
Notice of Public Hearing
The CITY OF TEMECULA - 41000 Main Street- Temecula, CA 92590 – TemeculaCA.gov
A PUBLIC HEARING has been scheduled before the City of Temecula DIRECTOR OF COMMUNITY
DEVELOPMENT to consider the matter described below:
CASE NO: PA23-0227 APPLICANT: Sherrie Munroe
PROPOSAL: A Development Plan for an approximately 7,066 square foot warehouse building
with office space. The project is located at 42974 Roick Drive.
ENVIRONMENTAL: In accordance with the California Environmental Quality Act (CEQA), staff has
determined that the proposed project is categorically exempt from
environmental review and recommends that a Notice of Exemption be adopted
in compliance with CEQA (Section 15332, Class 32, In-Fill Development
Projects)
CASE PLANNER: Eric Jones, (951) 506-5115
PLACE OF HEARING: 41000 Main St., Temecula, CA 92590, City of Temecula, Council Chambers
DATE OF HEARING: February 20, 2025 TIME OF HEARING: 1:30 p.m.
The complete agenda packet (including any supplemental materials) will be available for viewing in the Main
Reception area at the Temecula Civic Center (41000 Main Street, Temecula) after 4:00 p.m. the Friday before
the Director of Community Development Meeting. At that time, the packet may also be accessed on the City’s
website – TemeculaCA.gov and will be available for public review at the respective meeting. Any writing
distributed to the Director regarding any item on the Agenda, after the posting of the Agenda, will be available for
public review in the Main Reception area at the Temecula Civic Center (41000 Main Street, Temecula), 8:00 a.m.
– 5:00 p.m. In addition, such material will be made available on the City’s website – TemeculaCA.gov – and will
be available for public review at the meeting.
Any petition for judicial review of a decision of the Director of Community Development shall be filed within
time required by, and controlled by, Sections 1094.5 and 1094.6 of the California Code of Civil Procedure. In
any such action or proceeding seeking judicial review of, which attacks or seeks to set aside, or void any decision
of the Director of Community Development shall be limited to those issues raised at the hearing or in written
correspondence delivered to the City Clerk at, or prior to, the public hearing described in this notice.
Questions? Please call the Community Development Department at (951) 694-6400.
City of Temecula
Community Development
41000 Main Street • Temecula, CA 92590
Phone (951) 694-6400 • TemeculaCA.gov
VIA-ELECTRONIC SUBMITTAL
CEQAProcessing@asrclkrec.com
February 21, 2025
Supervising Legal Certification Clerk
County of Riverside
P.O. Box 751
Riverside, CA 92501-0751
SUBJECT: Filing of a Notice of Exemption for Planning Application Number PA23-0227,
a Development Plan for an approximately 7,066 square foot warehouse
building with office space located at 42974 Roick Drive.
Dear Sir/Madam:
Enclosed is the Notice of Exemption for the above referenced project. In addition, pursuant to
Assembly Bill 3158 (Chapter 1706) the Applicant will pay for the County Administrative fee to
enable the City to file the Notice of Exemption required under Public Resources Code Section
21152 and 14 California Code Regulations 1507. The payment of the $50.00 filing fee is under
protest. It is the opinion of the City that the administrative fee has been increased in a manner
inconsistent with the provisions of State Law. Under Public Resources Code Section 21152 and
14 California Code Regulations 1507, the County is entitled to receive a $25.00 filing fee.
Also, please email a stamped copy of the Notice of Exemption within five working days after the
30-day posting to the email listed below.
If you have any questions regarding this matter, please contact Eric Jones at email:
eric.jones@TemeculaCA.gov.
Sincerely,
Matt Peters
Interim Director of Community Development
Enclosures: Notice of Exemption Form
Electronic Payment - Filing Fee Receipt
City of Temecula
Community Development
Planning Division Notice of Exemption
TO: County Clerk and Recorders Office FROM: Planning Division
County of Riverside City of Temecula
P.O. Box 751 41000 Main Street
Riverside, CA 92501-0751 Temecula, CA 92590
Project Title: Sailhouse (PA23-0227)
Description of Project: A Development Plan for an approximately 7,066 square foot warehouse building with
office space.
Project Location: 42974 Roick Drive
Applicant/Proponent: Sherrie Munroe
The Community Development Director approved the above-described project on February 20, 2025 and found that the
project is exempt from the provisions of the California Environmental Quality Act, as amended.
Exempt Status: (check one)
Ministerial (Section 21080(b)(1); Section 15268);
Declared Emergency (Section 21080(b)(3); Section
15269(a));
Emergency Project (Section 21080(b)(4); Section
15269(b)(c));
Statutory Exemptions (Section Number: )
Categorical Exemption: (Section 15332, Class 32, In-
Fill Development Projects)
Other: Section 15162 Categorical Exemption
Statement of Reasons Supporting the Finding that the Project is Exempt:
The project is consistent with all applicable General Plan requirements and is located on a site within city limits that total
less than five acres. In addition, the applicant completed the HANS process through the Regional Conservation Authority
and the site was found to have no suitable habitat for endangered, rare, or threatened species. Finally, the site will not have
any significant effects related to traffic, air, noise, or water quality, and the site can be serviced by all utilities.
Contact Person/Title: Eric Jones, Associate Planner II Telephone Number (951) 506-5115
Signature: Date:
Matt Peters,
Interim Director of Community Development
Date received for filing at the County Clerk and Recorders Office: