HomeMy WebLinkAboutAUP_2025-04-21_AgendaPacketAdministrative Use Permit
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remotely, the meeting may be livestreamed on Zoom. The video recording of the meeting will be
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https://us02web.zoom.us/j/84567568854
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HOW TO SUBMIT PUBLIC COMMENT:
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Written public comments are accepted at aup-comments@atascadero.org by 5:00 pm the day
before the meeting. Such email comments must identify the Agenda Item Number in the
subject line of the email. The comments will be forwarded to the Administrative Hearing Officer
and made a part of the administrative record. If a comment is received after the deadline for
submission but before the close of the meeting, the comment will still be included as a part of the
administrative record of the meeting but will be forwarded t o the Zoning Administrator the next
business day. Please note, email comments will not be read into the record.
AMERICAN DISABILITY ACT ACCOMMODATIONS:
Any member of the public who needs accommodations should contact the City Clerk’s Office at
cityclerk@atascadero.org or by calling (805) 470-3400 at least 48 hours prior to the meeting or
time when services are needed. The City will use their best efforts to provide reasonable
accommodations to afford as much accessibility as possible while also maintaining public safety
in accordance with the City procedure for resolving reasonable accommodation requests.
Administrative Use Permit agendas and staff reports may be viewed on the City's website:
www.atascadero.org. Final Action Reports will be available after the meeting, and upon request
from the Community Development Department.
Copies of the staff reports or other documentation relating to each item of business referred to on the Agenda are on
file in the Community Development Department and are available for public inspection on our website,
www.atascadero.org. All documents submitted by the public during AUP meetings that are either read into the record
or referred to in their statement will be noted in the audio recording and available for review by contacting the
Community Development Department. All documents will be available for public inspection during City Hall business
hours by appointment request.
Administrative Use Permit Hearing
A G E N D A
The City of Atascadero’s Administrative Hearing Officer will hold a public hearing in
person at 2:00 P.M. on Monday, April 21, 2025 at City Hall in Room 104 to consider
the following project:
1. 2455 MONTEREY ROAD (USE25-0023)
The application is to allow for two (2) oversized accessory structures (one
existing, one proposed) on a 2.5-acre site zoned RS on APN 049-201-045,
subject to conditions. The proposed project qualifies for a Class 3 categorical
exemption from the provisions of the California Environmental Quality Act
(California Public Resources Code §§ 21000, et seq., “CEQA”) and CEQA
Guidelines (Title 14 California Code of Regulations §§ 15000, et seq.) pursuant
to CEQA Guidelines Section 15303, Class 3 for new construction or conversion
of small structures. Staff recommendation is to approve the project, subject to
conditions. (Erick Gomez, Associate Planner)
PLEASE NOTE: Any court challenge to the actions taken at the public hearing may be limited to
considering only those issues raised at the public hearing described in this notice or in written
correspondence to the City of Atascadero at, or prior to, the public hearing.
Any decision of the Hearing Officer is final unless appealed to the Planning Commission within 14 days of the action.
Any person aggrieved by the decision may file an appeal. Appeal forms are available in the Community Development
Department or on the City’s website (www.atascadero.org). The fee for filing an appeal is $1,668 (fee as of 7-29-24)
and must accompany the appeal documentation.
CITY OF ATASCADERO
ADMINISTRATIVE HEARING
STAFF REPORT
TO: Phil Dunsmore, Administrative Hearing Officer
FROM: Kelly Gleason, Planning Manager
PREPARED BY: Erick Gomez, Associate Planner & Amelia Aarestad, Planning
Intern
SUBJECT: Holzer Workshop
RECOMMENDATION:
The Administrative Hearing Officer approve Administrative Use Permit USE25-0023, allowing two
(2) accessory structures that each individually exceed 100% of the floor area of the primary
residential structure on a 2.5-acre lot, based on findings and subject to conditions of approval.
DISCUSSION:
PROJECT SUMMARY
Jason Holzer proposes to construct a new 1,950 SF accessory structure with an attached 240 SF
lean-to (open sided structure) and retroactively permit an existing / as-built 2,000 SF detached
storage structure. The new 1,950 SF structure is a prefabricated metal building with a height of
15’-9”. The as-built storage structure is approximately 14’ in height and composed of a shed and
a cargo container connected by a shed roof. Access to the structures will be via an existing
driveway from Campo Road. The primary structure on the property is a 1,017 SF Single-Family
Residence with an attached garage. The subject property is a 2.5-acre property in the Residential
Suburban (RS) zoning district located at 2455 Monterey Road (APN 049-201-045).
ANALYSIS
Residential accessory structures, such as workshops and residential storage buildings, are
allowed in the RS Zoning District. These structures are limited in size to 100% of the gross floor
area of the principal structure, or up to 2,000 square feet, whichever is less (AMC § 9-6.106(b)(2)).
Any accessory structures exceeding 50% of the floor area of the primary structure are subject to
additional development standards outlined in AMC § 9-6.106(b)(3), including:
• Location on a conforming lot or on a lot that is at least 1-ac in size
• 10’ setback from the side and rear lot lines
• 40’ setback from residences on neighboring properties
• Minimal grading and disturbance of native trees
• Neighborhood compatibility and design compatibility with the primary structure
• Non-interference with sunlight or access necessary for adjacent properties
ITEM #1
Department: Community
Development
Date: 04/21/2025
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04/21/2025 | Item 1 | Staff Report
Page 2 of 10
Projects unable to meet one or more of these standards may still be constructed subject to
approval of an Administrative Use Permit (AUP). The proposed workshop is a 1,950 SF accessory
structure with an attached 240 SF, open-sided shade structure. The existing, as-built storage
structure is 2,000 SF. These accessory structures are 215% and 196% the size of the primary
structure, respectively. Thus, an AUP is required to permit both structures.
Both structures comply with all applicable standards of Atascadero Municipal Code (AMC) § 9-
6.106(b)(3), as listed above. Both the proposed workshop and the as-built storage structure will
be located on a topographically flat location of the site to reduce grading. The proposed
workshop will be located 118’ from the front property line, 68’ from the corner-front property
line, 55’ from the rear property line, 287’ from the side property line, and 91’ from the nearest
residence on a neighboring lot. The as-built storage building is located 68’ from the front property
line, 150’ front the corner-front property line, 152’ from the rear property line, 174’ from the
side property line, and over 150’ from the nearest residence on a neighboring lot. The proposed
workshop will have brown metal siding with white trim . The as-built storage structure is
composed of a shared roof over a small storage shed and a cargo container, with deep overhangs
along the length of the cargo container. The structures are in theme with the agricultural style of
the surrounding neighborhood. No tree removals are proposed; compliance with tree protection
standards of the Native Tree Ordinance will be required during construction. An existing
driveway allows access to the interior of the lot where the workshop is proposed.
The cargo container associated with the as-built storage building has been architecturally
modified with the addition of the shed roof and is considered a standard accessory structure
rather than a stand-alone cargo container. However, it should be noted that cargo containers are
allowed on residential properties over one acre in size provided they comply with the applicable
setbacks, and are anchored on a foundation system. Design Review may be required on a case-
by-case basis for cargo containers based on site characteristics and visibility. The project site is
2.5-acres and the as-built structure meets all required setbacks. Foundation details will be
provided as part of the building permit submittal. Staff has determined that Design Review is
unnecessary for this structure because it is not considered a stand-alone cargo container. The
addition of the roof element provides an aesthetic and discrete use of the container as part of
the overall as-built building.
The property contains an existing fence that limits the site distance from Campo Road onto
Monterey Road. A condition is included requiring that site fencing be brought into compliance
with City Engineering standards for Site Distance.
FINDINGS:
AMC 9-1.112 requires the Administrative Hearing Officer to make the following 4 findings:
1. Modification of the applicable standard will not result in a project that is inconsistent
with the General Plan.
Discussion: The development of residential accessory uses is consistent with envisioned
land uses for properties designated Suburban Estate (Residential Suburban zoning).
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Page 3 of 10
2. Modification of the applicable standards will not result in a project that is inconsistent
with the character of the neighborhood or contrary to its orderly development.
Discussion: The project is appropriately designed and sited given the context of the site
and neighborhood. The structures are compatible with neighboring development. Adja-
cent lots are developed with single-family residences and accessory structures. The near-
est neighboring residence is located approximately 83’ away from the location of the
proposed new workshop. The as-built structure is over 150’ from the nearest neighbor-
ing residence.
3. Modification of the applicable standard will not result in a project that is not in compli-
ance with any pertinent City policy or criteria adopted by ordinance or resolution of the
City Council.
Discussion: The project, as conditioned, will not conflict with any applicable City policy
or criteria and is consistent with all applicable provisions of the Atascadero Municipal
Code.
4. Modification of the applicable standard will not result in the authorization of a use not
otherwise allowed.
Discussion: Residential accessory structures, such as workshops and sheds, are allowed
in the RS Zoning District.
ENVIRONMENTAL DETERMINATION:
The proposed project qualifies for a Class 3 categorical exemption from the provisions of the
California Environmental Quality Act (California Public Resources Code §§ 21000, et seq., “CEQA”)
and CEQA Guidelines (Title 14 California Code of Regulations §§ 15000, et seq.) pursuant to CEQA
Guidelines Section 15303, which exempts new construction or conversion of small structures.
The Notice of Exemption is included as Attachment 2.
CONCLUSION:
• The request to allow a 1,950 SF detached workshop with a 240 SF lean-to (open-sided
shade structure) and an as-built permitting of a detached, 2,000 SF storage structure
meets all applicable requirements of the City Municipal Code.
• All applicable findings for approval can be made. The structures are compatible with other
on-site structures and neighboring development.
CONDITIONS:
1. Approval of Administrative Use Permit USE25-0023, as depicted and described on the
attachments, allows the construction of a 1950 SF workshop and 240 SF attached lean-
to and as-built large roof structure (open-sided) and retention of an as-built storage
structure totaling approximately 2,000 SF at 2455 Monterey Rd, Atascadero, CA 93422
(APN 049-201-045). The approval of these entitlements run with the land, regardless of
the owner.
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Page 4 of 10
2. The approval of these entitlements shall become final and effective for the purposes of
issuing building permits fourteen (14) days after the Administrative Officer action unless
an appeal is made in accordance with the Atascadero Municipal Code.
3. Approval of these entitlements shall be valid for twenty-four (24) months after its
effective date. At the end of the period, the approval shall expire and become null and
void unless the project has received a time extension consistent with the Atascader o
Municipal Code.
4. The Community Development Department shall have the authority to approve the
following minor changes to the project that result in a superior site design or appearance.
5. The Applicant shall defend, indemnify, and hold harmless the City of Atascadero or its
agents, officers, and employees against any claim or action brought to challenge an
approval by the City, or any of its entities, concerning this administrative use perm it.
6. Property fencing shall be brought into compliance with applicable requirements of the
Atascadero Municipal Code and City Engineering Standards. A site distance analysis shall
be submitted at the time of building permit applications. Any fencing and/or landscape
features found to obstruct the line of sight shall be removed or reduced in height as
required by City Engineering standards, to the satisfaction of the City Engineer.
7. A building permit application shall be submitted to bring the as-built structure into
compliance with any applicable standards of the Atascadero Municipal Code and/or
building codes. All outdoor storage shall be limited to that allowed by the Atascadero
Municipal Code for residential uses.
ACTION:
☐ APPROVE ☐ APPROVE AS MODIFIED ☐ DENY
☐ CONTINUE TO ALLOW _________________________________________________________
SIGNED:
Phil Dunsmore, Administrative Hearing Officer Date
ATTACHMENTS:
1. Site and Zoning Map
2. Notice of Exemption
3. Project Plans
4. Photographs of As-Built Storage Structure
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Attachment 1: Site and Zoning Maps
Page 5 of 10
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Attachment 2: Notice of Exemption
Page 6 of 10
CITY OF ATASCADERO
NOTICE OF EXEMPTION
6500 Palma Avenue Atascadero, CA 93422 805.461.5000
Date Received Stamp
TO: Clerk-Recorder Office
County of San Luis Obispo
1055 Monterey Street Suite D120
San Luis Obispo, CA 93408
Office of Planning and Research
P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
FROM: City of Atascadero
Community Development Department
6500 Palma Avenue
Atascadero, CA 93422
SUBJECT: Filing of Notice of Exemption in Compliance with Sections 15062 and 21152 of the Public
Resources Code
Project Title: USE25-0023, Holzer Workshop
Project Applicant: Jason Holzer, 2455 Monterey Rd, Atascadero, CA 93422
planning@atascadero.org; (805) 461-5035
Project Location: 2455 Monterey Rd, Atascadero, CA 93422 (APN 049-201-045)
Project Description: Administrative Use Permit allowing the construction of a 1,950 SF accessory
structure with a 240 SF lean to structure (open sided) on a 2.5-acre (ac) property in the Residential Suburban
(RS) zoning district located at 2455 Monterey Road (APN 049-201-045). The structure is a prefabricated
metal building with a maximum height of 15’-9”. Access to the structure will be from within the site,
utilizing an existing access point along Campo Road. The property is developed with an approximately
1,017 SF Single-Family Residence and an existing, as-built 2,000 SF storage structure that will be
retroactively permitted.
Name of Public Agency Approving Project: City of Atascadero
Name of Person or Agency Carrying Out Project: Jason Holzer
Exempt Status:
Ministerial (Sec. 15268); General Rule Exemption (Sec. 15061. c);
Declared Emergency (Sec. 15269(a)); X Categorically Exempt (Sec. 15301 - 15333);
Emergency Project (Sec. 15269(b)(c)); Statutory Exemption (Sec. 15261 - 15285)
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04/21/2025 | Item 1 | Staff Report
Attachment 2: Notice of Exemption
Page 7 of 10
Reasons why the project is exempt: The project is exempt from environmental review pursuant to CEQA
Guidelines Section 15303 (New Construction or Conversion of Small Structures). The proposed project will
install a new 1,950 SF accessory structure with a 240 SF attached lean-to (open sided) in the rear yard of a
developed property and allow permitting of existing storage structure. The area of disturbance on the property
is limited. The are no sensitive environmental resources on the project or unusual environmental circumstances
surrounding the project site. There are no scenic or historical resources in the vicinity of the project site. The
site is not a listed hazardous waste site property. There are no cumulative impacts from associated successive
projects.
Lead Agency Contact Person: Erick Gomez, Planner
(805) 470-3436
egomez@atascadero.org
Date Exemption Accepted: 04/21/2025
_________________________
04/21/2025
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04/21/2025 | Item 1 | Staff Report
Attachment 3: Project Plans
Page 8 of 10
SEE FOLLOWING SHEETS
8
GENERAL CONSTRUCTION NOTES
1.ALL WORK SHALL CONFORM WITH THE:
2022 CBC (2021 IBC AND CALIFORNIA AMENDMENTS)
2022 CEC (2020 NEC AND CALIFORNIA AMENDMENTS)
2022 CMC (2021 IAPMO UMC AND CALIFORNIA AMENDMENTS)
2022 CPC (2021 IAPMO UPC AND CALIFORNIA AMENDMENTS)
2022 CENC AND T-24.
2022 CALIFORNIA GREEN BUILDING CODE
2022 CFC (2021 IFC AND CALIFORNIA AMENDMENTS)
2022 ATASCADERO MUNICIPAL CODE
THESE NOTES SHALL APPLY TO ALL DRAWINGS UNLESS
OTHERWISE NOTED OR SHOWN. FEATURES OF
CONSTRUCTION SHOWN ARE TYPICAL AND THEY SHALL
APPLY GENERALLY THROUGHOUT SIMILAR CONDITIONS.
ALL OMISSIONS OR CONFLICTS BETWEEN VARIOUS
ELEMENTS OF THE WORKING DRAWINGS AND/OR GENERAL
NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARHCITECT/ ENGINEER BY THE GENERAL CONTRACTOR
BEFORE PROCEEDING WITH ANY WORK SO INVOLVED.
2. ALL WORK AND CONSTRUCTION METHODS AND MATERIALS SHALL
COMPLY WITH ALL PROVISIONS OF THE BUILDING CODES AND OTHER
RULES, REGULATIONS AND ORDINANCES GOVERNING THE
CONSTRUCTION SITE. BUILDING CODE REQUIREMENTS IN ALL CASES
TAKE PRECEDENCE OVER THE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF ANYONE SUPPLYING LABOR AND/OR MATERIALS TO
BRING TO THE ATTENTION OF THE ARCHITECT/ENGINEER ANY
DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE
CODE AND THE DRAWINGS.
3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHOWN SHALL TAKE
PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGE SCALE
DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE
DRAWINGS.
4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT
INDICATE METHOD OF CONSTRUCTION. CONTRACTOR SHALL
SUPERVISE AND DIRECT WORK AND SHALL BE SOLELY RESPONSIBLE
FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY
FIELD REPRESENTATIVES OF THE ARCHITECT/ENGINEER SHALL NOT
INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE
CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICES
PERFORMED BY THE ARCHITECT/ENGINEER DURING CONSTRUCTION
SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED
INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE
SUPPORT SERVICES PERFORMED SOLELY FOR THE PURPOSE OF
ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE
WITH CONTRACT DRAWINGS AND SPECIFICATIONS, AND THEREFORE
THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL
NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
5. CONTRACTOR HEREBY GUARANTEES TO THE OWNER AND THE
ARCHITECT/ENGINEER THAT ALL MATERIALS, FIXTURES, AND
EQUIPMENT FURNISHED TO THE PROJECT ARE NEW UNLESS
OTHERWISE SPECIFIED. CONTRACTOR ALSO WARRANTS THAT ALL
WORK WILL BE OF GOOD QUALITY AND FREE FROM ANY FAULTS AND
DEFECTS FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
SUBSTANTIAL COMPLETION, UNLESS A GREATER WARRANTY OR
GUARANTEE IS REQUIRED BY THE PROJECT SPECIFICATIONS.
6. ANYONE SUPPLYING LABOR AND/OR MATERIALS TO THE PROJECT
SHALL CAREFULLY EXAMINE ALL SUBSURFACES TO RECEIVE WORK.
ANY CONDITIONS DETRIMENTAL TO WORK SHALL BE REPORTED IN
WRITING TO THE CONTRACTOR PRIOR TO BEGINNING WORK.
COMMENCEMENT OF WORK SHALL IMPLY ACCEPTANCE OF ALL
SUBSURFACES.
7. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS
FOR DEPRESSED SLABS CURB, FINISHES, TEXTURES, CLIPS, GROUNDS,
ETC., NOT SHOWN ON STRUCTURAL DRAWINGS.
8. ANY MATERIALS STORED AT THE SITE SHALL BE COMPLETELY
SUPPORTED FREE OF THE GROUND, COVERED AND OTHERWISE
PROTECTED TO AVOID DAMAGE FROM THE ELEMENTS.
9. MORE DETAILED INFORMATION SHALL TAKE PRECEDENCE OVER
LESSER DETAILED INFORMATION. SPECIFICATIONS SHALL TAKE
PRECEDENCE OVER DRAWINGS.
10. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS
REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS
SHALL COMPLY WITH ALL APPLICABLE CODES AND LOCAL ORDINANCES.
11. THE CONTRACTOR AND ALL SUB-CONTRACTORS WILL BE HELD
ACCOUNTABLE TO THE ABOVE GENERAL NOTES FOR THE
CONSTRUCTION OF THE PROJECT.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE OR DISBURSE
ANY EXCESS MATERIAL FROM PROJECT SITE.
13. THIS SET OF PLANS TO BE ON JOB SITE AT ALL TIMES DURING
CONSTRUCTION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
APPROVED PLANS. NO CHANGES OR REVISIONS TO THE APPROVED
PLANS OR SPECIFICATIONS SHALL BE PERMITTED UNLESS SUBMITTED
TO AND APPROVED BY THE BUILDING OFFICIAL. THE ISSUANCE OF A
PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING
THE CORRECTION OF ERRORS OR OMISSIONS FROM THE APPROVED
PLANS AND SPECIFICATIONS. [CBC 108]
14. ALL CONTRACTORS AND SUB-CONTRACTORS MUST HAVE ON FILE WITH
THE BUILDING DEPARTMENT, A LIST OF ALL SUCH CONTRACTORS AND
SUB-CONTRACTORS WITH APPROPRIATE CURRENT BUSINESS LICENSE
NUMBERS.
15. UNLESS NOTED OTHERWISE, ALL VESTIBULES, CLOSETS, COLUMNS,
PROJECTIONS, RECESSES, OR OTHER ADJACENT AREAS WITHIN
SCHEDULED AREA SHALL HAVE FINISHES AS SCHEDULED FOR THE
RESPECTIVE SPACES IN WHICH THEY OCCUR.
16. CONTRACTOR SHALL VERIFY ALL SETBACKS, EASEMENTS, CONTOURS,
AND BUILDING PAD PRIOR TO CONSTRUCTION.
17. TRUSS CALCULATIONS FOR APPROVED PROJECTS ARE REQUIRED TO
BE ON THE JOB SITE AT TIME OF FRAMING INSPECTION WITH THE
APPROPRIATE REQUIRED SIGNATURES AND STATEMENT AS FOLLOWS:
TRUSS CALCULATIONS SHALL INCLUDE THE WET-STAMP AND
SIGNATURE OF THE TRUSS DESIGN ENGINEER. IN ADDITION, THEY
SHALL INCLUDE ON THE COVER SHEET A WET- SIGNED STATEMENT
FROM THE PROJECT'S DESIGN ENGINEER THAT TRUSS CALCULATIONS
AND LAYOUTS ARE IN SUBSTANTIAL CONFORMANCE WITH THE
STRUCTURAL DESIGN AND INTENT OF THE STRUCTURE. FAILURE TO
PROVIDE THEM AS STATED WILL RESULT IN A CORRECTION AND A
FAILURE TO PASS FRAMING INSPECTION. [BSP]
18. VERIFY LOCATION OF ALL UTILITY TIE-INS AT STREET AND POINT OF
CONNECTIONS AT BUILDING PRIOR TO CONSTRUCTION.
19. A COPY OF SOILS REPORT SHALL BE ON SITE DURING FOUNDATION
INSPECTION.
20. ALL PROPERTY CORNERS SHOULD BE ESTABLISHED AT THE TIME OF
FOUNDATION INSPECTION WITH THE MARK OF A LICENSED SURVEYOR.
ARCHITECTURAL PLANS
FOR A NEW METAL BUILDING
2455 MONTEREY ROAD
AIR QUALITY CONTROL
DURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE FOLLOWING
PARTICULATE (DUST) CONTROL MEASURES SHALL BE IMPLEMENTED. THE
CONTRACTOR OR BUILDER SHALL BE DESIGNATED TO MONITOR THE DUST
CONTROL PROGRAM AND ORDER INCREASED WATERING, AS NECESSARY, TO
PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE HOLIDAY
AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THEIR
CONTACT INFORMATION SHALL BE PRESENTED TO THE APCD PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
1. REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE
2. USE OR WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES
TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING
FREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH.
RECLAIMED (NONPOTABLE) WATER SHOULD BE USED WHENEVER POSSIBLE;
3. ALL DIRT STOCK-PILE AREAS SHOULD BE SPRAYED DAILY AS NEEDED;
4. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC TO BE PAVED SHALL BE
COMPLETED AS SOON AS POSSIBLE; AND
5. BUILDING PADS SHALL BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS
SEEDING OR SOIL BINDERS ARE USED.
DURING INITIAL GRADING/SCRAPING, BURNING SHALL NOT BE ALLOWED, OR IF NO
ALTERNATIVE IS AVAILABLE, THE APPLICANT SHALL OBTAIN A BURN PERMIT FROM
THE APCD AND COUNTY FIRE/CALIFORNIA DEPARTMENT OF FORESTRY, AND
COMPLY WITH ALL CONDITIONS REQUIRED BY THESE AGENCIES.
GENERAL GRADING NOTES
1. ANY AND ALL SITE WORK AND GRADING SHALL BE IN ACCORDANCE WITH CBC
CHAPTER 18 AND CBC APPENDIX J AND ANY APPLICABLE LOCAL ORDINANCES.
2.A SOILS ENGINEER SHALL DETERMINE GRADING PERFORMED IS IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND IS SUITABLE TO
SUPPORT THE INTENDED STRUCTURE(S).
3. THE BOTTOM OF ALL EXCAVATIONS SHOULD BE OBSERVED BY THE
GEOTECHNICAL ENGINEER PRIOR TO PROCESSING OR PLACING FILL.
4. AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK DONE WITHIN A
RIGHT OF WAY MAINTAINED BY THE PRESIDING JURISDICTION.
5. MAXIMUM CUT AND FILL SLOPE TO BE 2:1.
6. THE EXISTING GROUND SURFACE SHOULD BE PREPARED FOR GRADING BY
REMOVING ALL VEGETATION, TREES, LARGE ROOTS, DEBRIS, NON-COMPLYING
FILL, AND ALL OTHER ORGANIC MATERIAL. VOIDS CREATED BY REMOVAL OF
SUCH MATERIALS SHOULD NOT BE BACKFILLED UNTIL THE UNDERLYING SOIL
HAS BEEN OBSERVED BY A SOILS ENGINEER.
7. FILL AND BACKFILL SHOULD BE PLACED AT NEAR OPTIMUM MOISTURE IN
LAYERS WITH LOOSE THICKNESS NOT GREATER THAN EIGHT (8) INCHES AND
COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY
OBTAINABLE BY TEST METHOD ASTM-D 1557, AND CERTIFIED BY A SOILS
ENGINEER.
8. IMPORT SOILS USED TO RAISE SITE GRADE SHOULD BE EQUAL TO OR BETTER
THAN ON-SITE SOILS IN STRENGTH, EXPANSION AND COMPRESSIBILITY
CHARACTERISTICS. IMPORT SOIL CAN BE EVALUATED BUT WILL NOT BE
PRE-QUALIFIED BY THE GEOTECHNICAL ENGINEER. FINAL COMMENTS ON THE
CHARACTERISTICS OF THE IMPORT SOIL WILL BE PROVIDED AFTER THE
MATERIAL IS STOCKPILED AT THE PROJECT SITE.
9. FINAL SITE GRADE SHOULD BE SUCH THAT ALL WATER IS DIVERTED AWAY FROM
THE STRUCTURE(S) A MINIMUM OF 5% FOR 10 FEET. WATER SHALL NOT POND.
ALL SURFACE WATER SHOULD BE DIRECTED INTO APPROVED DISCHARGE
STRUCTURES.
10. ACCESS ROAD/DRIVEWAYS: ANY ROAD GRADE IN EXCESS OF 12% SHALL BE
PAVED WITH A NON-SKID MATERIAL. GRADE FOR FIRE ACCESS SHALL NOT
EXCEED 20%.
11. ALL NON-PERMITTED FILL SHALL BE REMOVED BY CONTRACTOR.
12. ELECTRICAL, TELECOMMUNICATIONS, AND OTHER UTILITIES SHALL BE
INSTALLED UNDERGROUND IN AN APPROVED METHOD OF CONSTRUCTION.
THIS REGULATION APPLIES TO UTILITIES ON SITES THAT ARE 5 ACRES OR LESS
AND SERVING NEW STRUCTURES AND/OR NEW UTILITY DISTRIBUTIONS.
13. UTILITY TRENCH BACKFILL SHOULD BE GOVERNED BY THE PROVISIONS OF THIS
REPORT RELATING TO MINIMUM COMPACTION STANDARDS. IN GENERAL,
SERVICE LINES INSIDE THE PROPERTY LINES MAY BE BACKFILLED WITH NATIVE
SOILS COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY. BACKFILL OF
OFF SITE SERVICE LINES WILL BE SUBJECT TO THE SPECIFICATIONS OF THE
JURISDICTIONAL AGENCY OR THE GEOTECHNICAL REPORT, WHICHEVER IS
GREATER.
14. LINED DRAINAGE SWALES AND DOWN DRAINS SHOULD BE PROVIDED AT THE
TOPS OF CUT AND FILL SLOPES TO DIVERT DRAINAGE AWAY FROM SLOPE
FACES.
15. FILL SLOPES SHOULD BE KEYED AND BENCHED INTO FIRM NATURAL GROUND
WHEN THE EXISTING SLOPE TO RECEIVE FILL IS 5:1 OR STEEPER, HORIZONTAL
TO VERTICAL. THE KEYS SHOULD BE TILTED INTO THE SLOPE A MINIMUM OF 2%,
SHOULD BE A MINIMUM OF ONE EQUIPMENT WIDTH AND SHOULD BE A MINIMUM
OF THREE (3) FEET DEEP ON THE OUTSIDE EDGE. ALL KEYS AND BENCHES
SHOULD BE OBSERVED AND VERIFIED BY THE GEOTECHNICAL ENGINEER.
FIRE SAFETY PLAN
THE APPROVED PROJECT ALLOWED TO BE CONSTRUCTED BY THIS BUILDING
PERMIT SHALL CONFORM TO THE FIRE SAFETY PLAN REQUIREMENTS AS DEEMED
NECESSARY BY THE FIRE DEPARTMENT HAVING JURISDICTION FOR THIS PERMIT.
PRIOR TO BEGINNING CONSTRUCTION THE PROPERTY OWNER SHALL READ THE
FIRE SAFETY PLAN ISSUED BY THE FIRE DEPARTMENT AND BECOME FULLY AWARE
OF ALL NECESSARY FIRE PROTECTION REQUIREMENTS.
1. WHEN FIRE SPRINKLERS ARE REQUIRED, A FIRE SPRINKLER PLAN AND PERMIT
FOR RESIDENTIAL PROJECTS ARE REQUIRED. PROVIDE APPROVED PLANS TO
BUILDING INSPECTOR PRIOR TO THE TIME OF FRAMING INSPECTION
2. PRIOR TO FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE
VEGETATION CLEARANCE. WHERE APPLICABLE, PROVIDE FIREBREAK WITHIN 30'
AND 100' OF EACH BUILDING OR STRUCTURE. DOWNED LOGS, STUMPS, DEAD
AND DYING WOODY SURFACE FUELS SHALL BE REMOVED. REMOVE SURFACE
FUELS GREATER THAN 4 INCHES AND LOWER LIMBS OF TREES UP TO 6 FEET
WITHIN AREAS OF CONTINUOUS TREE CANOPY
PROJECT DESCRIPTION
NEW 1,950 SQ FT METAL BUILDING WITH 240 SQ FT LEAN TO PER PLANS ATTACHED.
PROJECT STATISTICS
LOT SIZE 2.50 ACRES
OCCUPANCY (CBC 310.1)U
CONSTRUCTION TYPE VB
(EX) RESIDENCE 1,017 SQ FT
(N) METAL BUILDING WORKSHOP 1,950 SQ FT
(N) LEAN TO (RIGHT SIDE) 240 SQ FT
FIRE SPRINKLERS NO
WUI NO
SHEET INDEXSHEET INDEXEROSION CONTROL
1. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN
PLACE AND FUNCTIONAL PRIOR TO THE FIRST INSPECTION. NO INSPECTIONS CAN
BE PERFORMED IF THEY ARE NOT IN PLACE OR HAVE FAILED TO PROVIDE
EROSION CONTROL. FAILURE TO MAINTAIN EROSION CONTROL WILL CAUSE
INSPECTIONS TO BE DELAYED UNTIL EROSION CONTROL MEASURES ARE
FUNCTIONAL.
2. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO
THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR
DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING
ACTIVITIES
3. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT,
DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY.
4. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN
PERMANENT IMPROVEMENTS, PLANTINGS AND FACILITIES ARE IN PLACE.
TEMPORARY MEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION
APPROVALS
5. THE FOLLOWING PERSON SHALL BE RESPONSIBLE FOR IMPLEMENTING &
MONITORING THE APPROVED EROSION & SEDIMENTATION CONTROL PLAN:
JASON HOLZER
PROJECT INFORMATION
OWNER JASON HOLZER
PROJECT ADDRESS 2455 MONTEREY ROAD
ATASCADERO, CA 93422
LEGAL DESCRIPTION CY ATAS PM 67/85-87 PAR 1
APN 049-201-045
PHONE 805-674-2682
EMAIL HOLZERJCEQUIP@GMAIL.COM
SEPARATE PERMIT REQUIREMENTS
1. NO OTHER PERMITS ARE REQUIRED FOR THIS PROJECT
STATEMENT OF SPECIAL INSPECTIONS:
('22 CBC Section 1704.3):
SPECIAL INSPECTIONS ARE NOT REQUIRED FOR THIS
PROJECT
VICINITY MAP
METAL BUILDING
QUALITY METAL CARPORTS
9191 W WHITESBRIDGE AVE
FRESNO, CA 93706
DESIGN AND DRAFTING
DH DRAFT AND DESIGN
610 10TH ST, SUITE A
PASO ROBLES, CA 93446
805.975.3071
T-1.1 TITLE SHEET, PROJECT INFORMATION
C-1.1
A-1.1 FLOOR PLAN, ELECTRIC PLAN
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T-1 TITLE SHEET.DWG
DJH
TITLE SHEET
T-1.1
A-2.1 ELEVATIONS
SITE PLAN
A-3.1 PERSPECTIVE VIEW
CONSULTANTS
9
SITE PLAN
1" = 20'
ELE
C
ELE
C
ELE
C
ELE
C
WATER WATER
MO
N
T
E
R
E
Y
R
O
A
D
CAMPO ROAD
68'-5"
TO PROPERTY LINE
55
'
-
0
"
TO
P
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O
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Y
L
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N
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PROVIDE TREE
PROTECTION FENCING
WITHIN 30' OF CONSTRUCTION
UNDERGROUND WATER SUPPLY
FROM CITY CONNECTION
PROPERTY LINE
(E) ELECTRICAL UNDERGROUND.
(E) DRIVEWAY
WATER WATER
ELEC ELEC ELEC
GENERAL SITE PLAN NOTES
LEGEND
1.SLOPE GRADE AWAY FROM BUILDING AT 5% FOR 10'
DISTANCE. EXISTING GRADE TO REMAIN UNLESS NOT ABLE
TO MEET THIS REQUIREMENT. NOTIFY ARCHITECT
IMMEDIATELY.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PREVENTION OF WIND EROSION AND DUST WITHIN THE
AREAS OF OPERATION. METHOD OF CONTROL SHALL BE
SELECTED BY THE CONTRACTOR BUT SHALL SATISFY
REQUIREMENTS.
3.HAY BALES WILL BE PLACED AS AN EROSION CONTROL
MEASURE AS DIRECTED BY THE COUNTY PUBLIC WORKS
DEPARTMENT IF THE CONSTRUCTION IS NOT COMPLETED
PRIOR TO 180 DAYS FROM DATE OF CONSTRUCTION.
4.INFORMATION PERTAINING TO EXISTING UNDERGROUND
FACILITIES AS SHOWN HEREIN IS FOR INFORMATION
PURPOSES ONLY. UTILITIES SHOWN IN PLAN VIEW MAY NOT
BE SHOWN IN PROFILE. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO CONTACT "UNDERGROUND SERVICE
ALERT" AT 1-800-642-2444 FOR LOCATION OF ALL
UNDERGROUND FACILITIES. ALL UNDERGROUND UTILITIES
SHOWN ON THESE PLANS WERE DELINEATED BASED ON
THE BEST AS-BUILT INFORMATION AVAILABLE AT THE TIME.
THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE
ACTUAL LOCATIONS OF THE CABLE TV., FIBER OPTIC,
WATER, SEWER, DRAINAGE, OR OTHER UNDERGROUND
FACILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND
SHALL NOTIFY THE ENGINEER IMMEDIATELY IN THE EVENT
THAT POTENTIAL CONFLICTS OR INTERFACES ARE
DISCOVERED.
5.ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE
START OF CONSTRUCTION.
LEGEND
JOINT WIRE TRENCH PER PG&E
ET
W
G
UTILITY SERVICES
PG
UTILITY TRENCH DETAIL
TREE PROTECTION DETAIL
TREE PROTECTION FENCE
TREE PROTECTION FENCING
4'-6" METAL STAKES
3 WIRE OR NYLON ZIP TIES PER STAKE
4' HIGH, CHAIN LINK, SNOW, OR ORANGE SAFETY FENCE
1.STAKE BENEATH DRIP LINE, MAXIMUM DISTANCE IS 8'-0" FROM EACH STAKE.
2.TIGHTLY STRETCH THE 4'-0" HIGH FENCING TO PREVENT DROOPING.
3.TIE FENCE AND STAKE TOGETHER IN UPRIGHT POSITION WITH A MINIMUM OF THREE TIES
PER STAKE.
4.FENCE COMPLETELY AROUND ORIGINAL DRIP LINE TO AVOID COMPACTION FROM
VEHICLES AND MATERIAL DURING CONSTRUCTION. ANY WORK WITHIN FENCE LINE
REQUIRES ARBORIST MONITORING.
5.REQUEST A TREE INSPECTION.
6' MINIMUM WIDTH FOR 2"DR
I
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I
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E
CAL. TREES OR SMALLER
4'
-
0
"
ONE FOOT FOR EACH
INCH OF TREE DIAMETER,
OR 1/2 HEIGHT OF TREE,
WHICHEVER IS GREATER
2"x4" STANDARDS + 1"x4"
RAILS OR ORANGE
SAFETY FENCING MAY BE
USED.
IF THE REMOVAL OF OAK TREES IS APPROVED, THE TREES WILL NEED TO BE REPLACED WITH
TREES OF THE SAME SPECIES AT A RATIO DETERMINED BY THE GOVERNING AGENCY. TREE
WILL NEED TO BE IRRIGATED AND MAINTAINED FOR A MINIMUM OF 5 YEARS OR UNTIL
ESTABLISHED. PLANTING LOCATIONS WILL BE DETERMINED BY THE COUNTY AND WILL
COMPLY WITH THE DEPARTMENT'S POLICIES AND GUIDELINES FOR PLANTING.
SETBACK LINE
PROPOSED 30' X 65' WORKSHOP W/
12' X 20' LEAN TO
10'-0"
REAR
S
E
T
B
A
C
K
25'-0"
FRONT SETBACK
EXISTING RESIDENCE
BUILT 1977
CHICKEN
COOP
N 28 30' 18" E
413.95'
S
4
7
0
9
'
4
7
"
E
27
6
.
3
6
N 34 20' 52" E
357.70
N
5
8
5
5
'
W
23
1
.
5
8
PROPERTY FENCE LINE
PROPERTY FENCE LINE
PROPERTY FENCE LINE
PROPERTY FENCE LINE
EXISTING DRIVEWAY
5%
/
1
0
'
5% / 10'
5%
/
1
0
'
5% / 10'
(EX) OVERHEAD ELECTRICAL
200 amp SERVICE
P
(EX) WATER SERVICE
LOCATION
WV (EX) SEPTIC AND LEACH FIELD
EXISTING CONCRETE
ACCESS
NEIGHBORING HOUSE
NEIGHBORING GARAGE
CONCRETE12'-0"
WORKSHOP
83
'
-
5
"
90
'
-
8
"
EXISTING ROOF COVERED
C-TRAIN STRUCTURE
2,000 SF - UNPERMITTEDOAK TREE
R=12'
OAK TREE
R=15'
OAK TREE
R=15'
25
'
-
0
"
SE
T
B
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K
5'-0" SIDE SETBACK
30
'
-
0
"
68
'
-
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"
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C-1 GENERAL SITE PLAN.DWG
DJH
GENERAL SITE
PLAN
C-1.1
10
FLOOR PLAN
1/4" = 1'-0"
FLOOR PLAN NOTES
1.IN ACCORDANCE WITH CRC R311.3 LANDINGS AT DOORS ARE TO HAVE A LENGTH IN THE
DIRECTION OF TRAVEL OF AT LEAST 36 INCHES ON EACH SIDE OF THE DOOR.
12
'
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"
X
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'
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3'-0"
LANDING
CONCRETE12'-0"
WORKSHOP
24" X 36"
36
"
X
3
6
"
30
6
8
24
"
X
3
6
"
12
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LEAN TO
24" X 36"
3'-0"1'-1"4'-0"
30'-0"
42'-0"
24" X 36"
6'-8"5'-3"
6'
-
8
"
5'
-
4
"
12'-0"
20
'
-
0
"
5'
-
0
"
2'
-
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"
65
'
-
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"
12
'
-
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"
X
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'
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"
GA
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(
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2'
-
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"
2'
-
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"
14'-2"
3068
6'-0"2'-10"
6'
-
9
"
8'
-
1
"
24
"
X
3
6
"
3'
-
2
"
24
"
X
3
6
"
12
'
-
0
"
24
"
X
3
6
"
27
'
-
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65
'
-
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"
30'-0"
3070
3070
3'
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LA
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A-1.1 FLOOR PLAN.DWG
DJH
FLOOR PLAN
A-1.1
11
12
3.5
ELEVATION MATERIALS AND NOTES
=SIDING COLOR
EARTH BROWN
=26 GAUGE PBR PANEL FOR SIDING AND ROOF
=ROOF COLOR
PEWTER GRAY
BACK ELEVATION
1/4" = 1'
RIGHT SIDE ELEVATION
1/4" = 1'
FRONT ELEVATON
1/4" = 1'
LEFT SIDE ELEVATION
1/4" = 1'
=TRIM, GARAGE DOOR, MAN DOOR COLOR
WHITE
F.G.
12'-0" PLATE
6'-8" HEADER
15-9" OVERALL BUILDING HEIGHT
F.G.
12'-0" PLATE
6'-8" HEADER
15-9" OVERALL BUILDING HEIGHT
F.G.
12'-0" PLATE
6'-8" HEADER
15-9" OVERALL BUILDING HEIGHT
F.G.
12'-0" PLATE
6'-8" HEADER
15-9" OVERALL BUILDING HEIGHT
12
3.5
12
2.5
12
2.5
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610 10TH ST. SUITE A
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DJH1132@GMAIL.COM
805.975.3071
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A-2.1 ELEVATIONS.DWG
DJH
ELEVATIONS
A-2.1
12
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DJH1132@GMAIL.COM
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A-3.1 ELECTRICAL PLAN.DWG
DJH
PERSPECTIVE
VIEW
A-3.1
BACK ELEVATION
FRONT ELEVATION RIGHT ELEVATION
13
04/21/2025 | Item 1 | Staff Report
Attachment 4: Photos of As-Built Structure
Page 9 of 10
14
04/21/2025 | Item 1 | Staff Report
Attachment 4: Photos of As-Built Structure
Page 10 of 10
15