HomeMy WebLinkAboutAUP_2024-10-29_AgendaPacketAdministrative Use Permit
HOW TO OBSERVE THE MEETING:
Interested individuals may attend the meeting in-person at Atascadero City Hall. To observe
remotely, the meeting may be livestreamed on Zoom. The video recording of the meeting will be
available through the City’s website and on the City’s YouTube Channel. To observe remotely
using the Zoom platform, please visit:
To join the virtual hearing:
https://us02web.zoom.us/j/84567568854
Webinar ID: 84 5 6756 8854
HOW TO SUBMIT PUBLIC COMMENT:
Public comment may be provided in-person.
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 at
11:15 a.m. on Tuesday, October 29, 2024 at City Hall in Room 104 to consider the
following project:
1. 3625 COLIMA ROAD (USE24-0095)
The application is to allow for a 1,465 SF garage on APN 049-302-014. The
project is exempt from the California Environmental Quality Act (CEQA) under
Categorical Exemption §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.
t:\~ administrative use permit\agendas\2024\oct 29\aup_2024-10-29_agenda.docx
CITY OF ATASCADERO
ADMINISTRATIVE HEARING
STAFF REPORT
TO: Phil Dunsmore, Administrative Hearing Officer
FROM: Kelly Gleason, Planning Manager
PREPARED BY: Erick Gomez, Associate Planner
SUBJECT: USE24-0095, Hogue Garage
3625 Colima Road, Atascadero, CA 93422 (APN 049-302-014)
RECOMMENDATION:
The Administrative Hearing Officer:
• Approve Administrative Use Permit USE24-0095 allowing the construction of a garage
with a size exceeding 50% of the floor area of the primary residential structure on a
nonconforming 0.77-acre lot, based on findings and subject to conditions of approval.
DISCUSSION:
PROJECT SUMMARY
Patrick Hogue proposes to construct a 1,465 SF garage on an 0.77-acre (ac) property in the
Residential Estate (RE) zoning district located at 3625 Colima Road (APN 049-302-014). The
garage is a prefabricated metal building with a maximum height of 24’. Access to the garage will
be from a shared driveway within an access easement extending from Colima Road. The property
is developed with an approximately 2,218 SF Single-Family Residence with a 478 SF attached
garage (PMT #16559 & BLD-2014-11681).
ANALYSIS
Residential accessory structures, such as garages, are allowed in the RE Zoning District. Accessory
structures exceeding 50% of the floor area of the primary structure are subject to additional
development standards outlined in Atascadero Municipal Code (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
Projects unable to meet these standards may still be constructed subject to approval of an
Administrative Use Permit (AUP). The subject property is a nonconforming, 0.77-acre lot. The
proposed garage is 1,465 SF garage which equivalent 54% of the primary structure. An AUP is
ITEM #1
Department: Community
Development
Date: 10/29/2024
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10/29/2024 | Item 1 | Staff Report
Page 2 of 7
required because the lot does not meet the minimum lot size requirement for properties zoned
RE, nor does it meet the minimum (1)-acre lot size requirement.
The project complies with other applicable standards of Atascadero Municipal Code (AMC) § 9 -
6.106(b)(3). The proposed 1,465 SF garage will be located on a topographically flat location of
the site which will reduce the need for grading. The structure is proposed 10’ from the side and
rear property lines. No tree removals are anticipated to occur due to this permit; compliance with
tree protection standards of the Native Tree Ordinance will be required during construction. The
structure will have a neutral tan metal siding with white trim to match the existing residence. An
existing access easement provides access to the rear of the lot where the garage is proposed.
Construction of the garage will not interfere with the easement.
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.
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 structure is also compatible with neighboring development. Ad-
jacent lots are developed with single family residences and accessory structures with the
nearest neighboring residence being located approximately 50’ away from the location
of the proposed garage.
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 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 garages, are allowed in the RE Zon-
ing 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 15301, which exempts new construction or conversion of small structures.
This exemption is included in the draft resolution (Attachment 2).
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10/29/2024 | Item 1 | Staff Report
Page 3 of 7
CONCLUSION:
• The request for Administrative Use Permit USE24-0095 allowing the construction of a
1,465 SF garage meets all applicable requirements of the City Municipal Code, except for
the minimum lot size requirements for accessory structures exceeding 50% of the floor
area of the principal structure.
• All applicable findings for approval can be made. The structure is compatible with other
on-site structures and neighboring development.
CONDITIONS:
1. This approval of Administrative Use Permit USE24-0095 as depicted and described on
the attached exhibits allows the construction of a garage with a size exceeding 50% of
the floor area primary residential structure on a nonconforming 0.77 -acre lot at 3625
Colima Road (APN 049-302-014). The approval of these entitlements project runs with
the land, regardless of the owner.
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 hearing
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 (1) modify the site plan project by less than
10%, and/or (2) 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.
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
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Attachment 1: Site and Zoning Maps
Page 4 of 7
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Attachment 2: Notice of Exemption
Page 5 of 7
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: USE24-0095, Hogue Garage
Project Applicant: Patrick Hogue, P.O. Box 1138, Paso Robles, CA 93447
pat@hogueinc.com; (805) 712-7287
Project Location: 3625 Colima Road, Atascadero, CA 93422 (APN 049-302-014)
Project Description: Administrative Use Permit allowing the allowing the construction of a garage with a
size exceeding 50% of the floor area primary residential structure on a nonconforming 0.77-acre lot in the
Residential Estate zoning district. The proposed garage is a 1,465 SF prefabricated metal building with a
maximum height of 24’. Access to the garage will be from a shared driveway within an access easement
extending from Colima Road. The property is developed with an approximately 2,218 SF Single Family
Residence with a 478 SF attached garage.
Name of Public Agency Approving Project: City of Atascadero
Name of Person or Agency Carrying Out Project: Patrick Hogue
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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10/29/2024 | Item 1 | Staff Report
Attachment 2: Notice of Exemption
Page 6 of 7
Reasons why the project is exempt: The project is exempt from environmental review pursuant to pursuant
to CEQA Guidelines Section 15303 (New Construction or Conversion of Small Structures). The proposed
project will install a new 1,465 SF garage in the rear yard of a developed property. 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: 10/29/24
_________________________
10/29/24
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Attachment 3: Project Plans
Page 7 of 7
SEE FOLLOWING SHEETS
7
GENERAL CONSTRUCTION NOTES1.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 CODE2022 CFC (2021 IFC AND CALIFORNIA AMENDMENTS)2022 ATASCADERO MUNICIPAL CODETHESE NOTES SHALL APPLY TO ALL DRAWINGS UNLESSOTHERWISE NOTED OR SHOWN. FEATURES OFCONSTRUCTION SHOWN ARE TYPICAL AND THEY SHALLAPPLY GENERALLY THROUGHOUT SIMILAR CONDITIONS.ALL OMISSIONS OR CONFLICTS BETWEEN VARIOUSELEMENTS OF THE WORKING DRAWINGS AND/OR GENERALNOTES SHALL BE BROUGHT TO THE ATTENTION OF THEARHCITECT/ ENGINEER BY THE GENERAL CONTRACTORBEFORE PROCEEDING WITH ANY WORK SO INVOLVED.2. ALL WORK AND CONSTRUCTION METHODS AND MATERIALS SHALLCOMPLY WITH ALL PROVISIONS OF THE BUILDING CODES AND OTHERRULES, REGULATIONS AND ORDINANCES GOVERNING THECONSTRUCTION SITE. BUILDING CODE REQUIREMENTS IN ALL CASESTAKE PRECEDENCE OVER THE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF ANYONE SUPPLYING LABOR AND/OR MATERIALS TOBRING TO THE ATTENTION OF THE ARCHITECT/ENGINEER ANYDISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THECODE AND THE DRAWINGS.3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHOWN SHALL TAKEPRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGE SCALEDRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALEDRAWINGS.4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THEFINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOTINDICATE METHOD OF CONSTRUCTION. CONTRACTOR SHALLSUPERVISE AND DIRECT WORK AND SHALL BE SOLELY RESPONSIBLEFOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BYFIELD REPRESENTATIVES OF THE ARCHITECT/ENGINEER SHALL NOTINCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THECONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THESOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICESPERFORMED BY THE ARCHITECT/ENGINEER DURING CONSTRUCTIONSHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILEDINSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESESUPPORT SERVICES PERFORMED SOLELY FOR THE PURPOSE OFASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCEWITH CONTRACT DRAWINGS AND SPECIFICATIONS, AND THEREFORETHEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALLNOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.5. CONTRACTOR HEREBY GUARANTEES TO THE OWNER AND THEARCHITECT/ENGINEER THAT ALL MATERIALS, FIXTURES, ANDEQUIPMENT FURNISHED TO THE PROJECT ARE NEW UNLESSOTHERWISE SPECIFIED. CONTRACTOR ALSO WARRANTS THAT ALLWORK WILL BE OF GOOD QUALITY AND FREE FROM ANY FAULTS ANDDEFECTS FOR A PERIOD OF ONE YEAR AFTER THE DATE OFSUBSTANTIAL COMPLETION, UNLESS A GREATER WARRANTY ORGUARANTEE IS REQUIRED BY THE PROJECT SPECIFICATIONS.6. ANYONE SUPPLYING LABOR AND/OR MATERIALS TO THE PROJECTSHALL CAREFULLY EXAMINE ALL SUBSURFACES TO RECEIVE WORK.ANY CONDITIONS DETRIMENTAL TO WORK SHALL BE REPORTED INWRITING TO THE CONTRACTOR PRIOR TO BEGINNING WORK.COMMENCEMENT OF WORK SHALL IMPLY ACCEPTANCE OF ALLSUBSURFACES.7. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGSFOR DEPRESSED SLABS CURB, FINISHES, TEXTURES, CLIPS, GROUNDS,ETC., NOT SHOWN ON STRUCTURAL DRAWINGS.8. ANY MATERIALS STORED AT THE SITE SHALL BE COMPLETELYSUPPORTED FREE OF THE GROUND, COVERED AND OTHERWISEPROTECTED TO AVOID DAMAGE FROM THE ELEMENTS.9. MORE DETAILED INFORMATION SHALL TAKE PRECEDENCE OVERLESSER DETAILED INFORMATION. SPECIFICATIONS SHALL TAKEPRECEDENCE OVER DRAWINGS.10. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESSREQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONSSHALL COMPLY WITH ALL APPLICABLE CODES AND LOCAL ORDINANCES.11. THE CONTRACTOR AND ALL SUB-CONTRACTORS WILL BE HELDACCOUNTABLE TO THE ABOVE GENERAL NOTES FOR THECONSTRUCTION OF THE PROJECT.12. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE OR DISBURSEANY EXCESS MATERIAL FROM PROJECT SITE.13. THIS SET OF PLANS TO BE ON JOB SITE AT ALL TIMES DURINGCONSTRUCTION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THEAPPROVED PLANS. NO CHANGES OR REVISIONS TO THE APPROVEDPLANS OR SPECIFICATIONS SHALL BE PERMITTED UNLESS SUBMITTEDTO AND APPROVED BY THE BUILDING OFFICIAL. THE ISSUANCE OF APERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRINGTHE CORRECTION OF ERRORS OR OMISSIONS FROM THE APPROVEDPLANS AND SPECIFICATIONS. [CBC 108]14. ALL CONTRACTORS AND SUB-CONTRACTORS MUST HAVE ON FILE WITHTHE BUILDING DEPARTMENT, A LIST OF ALL SUCH CONTRACTORS ANDSUB-CONTRACTORS WITH APPROPRIATE CURRENT BUSINESS LICENSENUMBERS.15. UNLESS NOTED OTHERWISE, ALL VESTIBULES, CLOSETS, COLUMNS,PROJECTIONS, RECESSES, OR OTHER ADJACENT AREAS WITHINSCHEDULED AREA SHALL HAVE FINISHES AS SCHEDULED FOR THERESPECTIVE 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 TOBE ON THE JOB SITE AT TIME OF FRAMING INSPECTION WITH THEAPPROPRIATE REQUIRED SIGNATURES AND STATEMENT AS FOLLOWS:TRUSS CALCULATIONS SHALL INCLUDE THE WET-STAMP ANDSIGNATURE OF THE TRUSS DESIGN ENGINEER. IN ADDITION, THEYSHALL INCLUDE ON THE COVER SHEET A WET- SIGNED STATEMENTFROM THE PROJECT'S DESIGN ENGINEER THAT TRUSS CALCULATIONSAND LAYOUTS ARE IN SUBSTANTIAL CONFORMANCE WITH THESTRUCTURAL DESIGN AND INTENT OF THE STRUCTURE. FAILURE TOPROVIDE THEM AS STATED WILL RESULT IN A CORRECTION AND AFAILURE TO PASS FRAMING INSPECTION. [BSP]18. VERIFY LOCATION OF ALL UTILITY TIE-INS AT STREET AND POINT OFCONNECTIONS AT BUILDING PRIOR TO CONSTRUCTION.19. A COPY OF SOILS REPORT SHALL BE ON SITE DURING FOUNDATIONINSPECTION.20. ALL PROPERTY CORNERS SHOULD BE ESTABLISHED AT THE TIME OFFOUNDATION INSPECTION WITH THE MARK OF A LICENSED SURVEYOR.ARCHITECTURAL PLANSFOR A NEW METAL BUILDING3625 COLIMA ROADAIR QUALITY CONTROLDURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE FOLLOWINGPARTICULATE (DUST) CONTROL MEASURES SHALL BE IMPLEMENTED. THECONTRACTOR OR BUILDER SHALL BE DESIGNATED TO MONITOR THE DUSTCONTROL PROGRAM AND ORDER INCREASED WATERING, AS NECESSARY, TOPREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE HOLIDAYAND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THEIRCONTACT INFORMATION SHALL BE PRESENTED TO THE APCD PRIOR TOCOMMENCEMENT OF CONSTRUCTION.1. REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE2. USE OR WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIESTO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERINGFREQUENCY 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 BECOMPLETED AS SOON AS POSSIBLE; AND5. BUILDING PADS SHALL BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESSSEEDING OR SOIL BINDERS ARE USED.DURING INITIAL GRADING/SCRAPING, BURNING SHALL NOT BE ALLOWED, OR IF NOALTERNATIVE IS AVAILABLE, THE APPLICANT SHALL OBTAIN A BURN PERMIT FROMTHE APCD AND COUNTY FIRE/CALIFORNIA DEPARTMENT OF FORESTRY, ANDCOMPLY WITH ALL CONDITIONS REQUIRED BY THESE AGENCIES.GENERAL GRADING NOTES1. ANY AND ALL SITE WORK AND GRADING SHALL BE IN ACCORDANCE WITH CBCCHAPTER 18 AND CBC APPENDIX J AND ANY APPLICABLE LOCAL ORDINANCES.2. A SOILS ENGINEER SHALL DETERMINE GRADING PERFORMED IS INSUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND IS SUITABLE TOSUPPORT THE INTENDED STRUCTURE(S).3.THE BOTTOM OF ALL EXCAVATIONS SHOULD BE OBSERVED BY THEGEOTECHNICAL ENGINEER PRIOR TO PROCESSING OR PLACING FILL.4. AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK DONE WITHIN ARIGHT 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 BYREMOVING ALL VEGETATION, TREES, LARGE ROOTS, DEBRIS, NON-COMPLYINGFILL, AND ALL OTHER ORGANIC MATERIAL. VOIDS CREATED BY REMOVAL OFSUCH MATERIALS SHOULD NOT BE BACKFILLED UNTIL THE UNDERLYING SOILHAS BEEN OBSERVED BY A SOILS ENGINEER.7. FILL AND BACKFILL SHOULD BE PLACED AT NEAR OPTIMUM MOISTURE INLAYERS WITH LOOSE THICKNESS NOT GREATER THAN EIGHT (8) INCHES ANDCOMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITYOBTAINABLE BY TEST METHOD ASTM-D 1557, AND CERTIFIED BY A SOILSENGINEER.8. IMPORT SOILS USED TO RAISE SITE GRADE SHOULD BE EQUAL TO OR BETTERTHAN ON-SITE SOILS IN STRENGTH, EXPANSION AND COMPRESSIBILITYCHARACTERISTICS. IMPORT SOIL CAN BE EVALUATED BUT WILL NOT BEPRE-QUALIFIED BY THE GEOTECHNICAL ENGINEER. FINAL COMMENTS ON THECHARACTERISTICS OF THE IMPORT SOIL WILL BE PROVIDED AFTER THEMATERIAL IS STOCKPILED AT THE PROJECT SITE.9. FINAL SITE GRADE SHOULD BE SUCH THAT ALL WATER IS DIVERTED AWAY FROMTHE STRUCTURE(S) A MINIMUM OF 5% FOR 10 FEET. WATER SHALL NOT POND.ALL SURFACE WATER SHOULD BE DIRECTED INTO APPROVED DISCHARGESTRUCTURES.10. ACCESS ROAD/DRIVEWAYS: ANY ROAD GRADE IN EXCESS OF 12% SHALL BEPAVED WITH A NON-SKID MATERIAL. GRADE FOR FIRE ACCESS SHALL NOTEXCEED 20%.11. ALL NON-PERMITTED FILL SHALL BE REMOVED BY CONTRACTOR.12. ELECTRICAL, TELECOMMUNICATIONS, AND OTHER UTILITIES SHALL BEINSTALLED UNDERGROUND IN AN APPROVED METHOD OF CONSTRUCTION.THIS REGULATION APPLIES TO UTILITIES ON SITES THAT ARE 5 ACRES OR LESSAND SERVING NEW STRUCTURES AND/OR NEW UTILITY DISTRIBUTIONS.13. UTILITY TRENCH BACKFILL SHOULD BE GOVERNED BY THE PROVISIONS OF THISREPORT RELATING TO MINIMUM COMPACTION STANDARDS. IN GENERAL,SERVICE LINES INSIDE THE PROPERTY LINES MAY BE BACKFILLED WITH NATIVESOILS COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY. BACKFILL OFOFF SITE SERVICE LINES WILL BE SUBJECT TO THE SPECIFICATIONS OF THEJURISDICTIONAL AGENCY OR THE GEOTECHNICAL REPORT, WHICHEVER ISGREATER.14. LINED DRAINAGE SWALES AND DOWN DRAINS SHOULD BE PROVIDED AT THETOPS OF CUT AND FILL SLOPES TO DIVERT DRAINAGE AWAY FROM SLOPEFACES.15. FILL SLOPES SHOULD BE KEYED AND BENCHED INTO FIRM NATURAL GROUNDWHEN THE EXISTING SLOPE TO RECEIVE FILL IS 5:1 OR STEEPER, HORIZONTALTO 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 MINIMUMOF THREE (3) FEET DEEP ON THE OUTSIDE EDGE. ALL KEYS AND BENCHESSHOULD BE OBSERVED AND VERIFIED BY THE GEOTECHNICAL ENGINEER.FIRE SAFETY PLANTHE APPROVED PROJECT ALLOWED TO BE CONSTRUCTED BY THIS BUILDINGPERMIT SHALL CONFORM TO THE FIRE SAFETY PLAN REQUIREMENTS AS DEEMEDNECESSARY BY THE FIRE DEPARTMENT HAVING JURISDICTION FOR THIS PERMIT.PRIOR TO BEGINNING CONSTRUCTION THE PROPERTY OWNER SHALL READ THEFIRE SAFETY PLAN ISSUED BY THE FIRE DEPARTMENT AND BECOME FULLY AWAREOF ALL NECESSARY FIRE PROTECTION REQUIREMENTS.1. WHEN FIRE SPRINKLERS ARE REQUIRED, A FIRE SPRINKLER PLAN AND PERMITFOR RESIDENTIAL PROJECTS ARE REQUIRED. PROVIDE APPROVED PLANS TOBUILDING INSPECTOR PRIOR TO THE TIME OF FRAMING INSPECTION2. PRIOR TO FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THEVEGETATION CLEARANCE. WHERE APPLICABLE, PROVIDE FIREBREAK WITHIN 30'AND 100' OF EACH BUILDING OR STRUCTURE. DOWNED LOGS, STUMPS, DEADAND DYING WOODY SURFACE FUELS SHALL BE REMOVED. REMOVE SURFACEFUELS GREATER THAN 4 INCHES AND LOWER LIMBS OF TREES UP TO 6 FEETWITHIN AREAS OF CONTINUOUS TREE CANOPYPROJECT DESCRIPTIONNEW 1,465 SQ FT METAL BUILDING PER PLANS ATTACHED. THE BUILDING WILL HAVEELECTRIC AND PLUMBINGPROJECT STATISTICSLOT SIZE.93 ACRESOCCUPANCY (CBC 310.1)UCONSTRUCTION TYPEVB(EX) RESIDENCE2,203 SQ FT(N) METAL BUILDING GARAGE 1,465 SQ FTFIRE SPRINKLERSYESWUINOSHEET INDEXSHEET INDEXEROSION CONTROL1. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE INPLACE AND FUNCTIONAL PRIOR TO THE FIRST INSPECTION. NO INSPECTIONS CANBE PERFORMED IF THEY ARE NOT IN PLACE OR HAVE FAILED TO PROVIDEEROSION CONTROL. FAILURE TO MAINTAIN EROSION CONTROL WILL CAUSEINSPECTIONS TO BE DELAYED UNTIL EROSION CONTROL MEASURES AREFUNCTIONAL.2. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TOTHE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTORDURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBINGACTIVITIES3. 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 WHENPERMANENT IMPROVEMENTS, PLANTINGS AND FACILITIES ARE IN PLACE.TEMPORARY MEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTIONAPPROVALS5. THE FOLLOWING PERSON SHALL BE RESPONSIBLE FOR IMPLEMENTING &MONITORING THE APPROVED EROSION & SEDIMENTATION CONTROL PLAN:PATRICK HOGUEPROJECT INFORMATIONOWNERPATRICK HOGUEPROJECT ADDRESS3625 COLIMA ROADATASCADERO, CA 93422LEGAL DESCRIPTIONCY ATAS ATAS COLBL 19 LT 124APN049-302-014PHONE805-712-7287EMAILPAT@HOGUEINC.COMSEPARATE PERMIT REQUIREMENTS1. FIRE SPRINKLERSSTATEMENT OF SPECIAL INSPECTIONS:('22 CBC Section 1704.3):SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECTSEE SHEET (1) OF METAL BUILDING PLANSVICINITY MAPMETAL BUILDINGSTAR METAL BUILDINGSCONTRACTORDUECK CONSTRUCTION INCTIM DUECKSTRUCTURAL ENGINEERINGKUDLA ENGINEERINGDARRELL KUDLA610 10TH ST, SUITE APASO ROBLES, CA 93446805-423-4844DESIGN AND DRAFTINGDH DRAFT AND DESIGN610 10TH ST, SUITE APASO ROBLES, CA 93446805.975.3071T-1.1TITLE SHEET, PROJECT INFORMATIONC-1.1A-1.1FLOOR PLAN, ELECTRIC PLANPLAN PREPARED FOR:SHEET NUMBER:SHEET TITLE:PROJECT NO.DRAWN BYFILE NAMEDATEC:\Users\djh11\Dropbox\projects 2024\hogue Patrick\000000\project Template\Sheets\T-1 TITLE SHEET.dwg Dana Humphrey 8/30/2024 9:53:00 AMD J H
D R A F T & D E S I G N610 10TH ST. SUITE APASO ROBLES CA 93446DJH1132@GMAIL.COM805.975.3071ATASCADERO, CA 93422
3625 COLIMA ROAD
PAT HOGUE8/30/2024 10:12 AM----T-1 TITLE SHEET.DWGDJHTITLE SHEETT-1.1A-2.1ELEVATIONSSITE PLANA-3.1PERSPECTIVE VIEWCONSULTANTS8
SITE PLAN
1" = 20'
UNDERGROUND WATER SUPPLY
FROM CITY CONNECTIONGAS LINE UNDER SLABPROPERTY LINE(E) ELECTRICAL UNDERGROUND.(E) DRIVEWAY
WATER WATER
GAS GAS GAS
ELEC ELEC ELEC
GENERAL SITE PLAN NOTES
CONCRETE WASHOUT
LEGEND
1.SLOPE GRADE AWAY FROM BUILDING AT 5% FOR 10'DISTANCE. EXISTING GRADE TO REMAIN UNLESS NOT ABLETO MEET THIS REQUIREMENT. NOTIFY ARCHITECTIMMEDIATELY.2.CONTRACTOR SHALL BE RESPONSIBLE FOR THEPREVENTION OF WIND EROSION AND DUST WITHIN THEAREAS OF OPERATION. METHOD OF CONTROL SHALL BESELECTED BY THE CONTRACTOR BUT SHALL SATISFYREQUIREMENTS.3.HAY BALES WILL BE PLACED AS AN EROSION CONTROLMEASURE AS DIRECTED BY THE COUNTY PUBLIC WORKSDEPARTMENT IF THE CONSTRUCTION IS NOT COMPLETEDPRIOR TO 180 DAYS FROM DATE OF CONSTRUCTION.4.INFORMATION PERTAINING TO EXISTING UNDERGROUNDFACILITIES AS SHOWN HEREIN IS FOR INFORMATIONPURPOSES ONLY. UTILITIES SHOWN IN PLAN VIEW MAY NOTBE SHOWN IN PROFILE. IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR TO CONTACT "UNDERGROUND SERVICEALERT" AT 1-800-642-2444 FOR LOCATION OF ALLUNDERGROUND FACILITIES. ALL UNDERGROUND UTILITIESSHOWN ON THESE PLANS WERE DELINEATED BASED ONTHE BEST AS-BUILT INFORMATION AVAILABLE AT THE TIME.THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THEACTUAL LOCATIONS OF THE CABLE TV., FIBER OPTIC,WATER, SEWER, DRAINAGE, OR OTHER UNDERGROUNDFACILITIES IN THE FIELD PRIOR TO CONSTRUCTION ANDSHALL NOTIFY THE ENGINEER IMMEDIATELY IN THE EVENTTHAT POTENTIAL CONFLICTS OR INTERFACES AREDISCOVERED.5.ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THESTART OF CONSTRUCTION.6.NEW ADDRESS IDENTIFICATION AT STREET GATE. PER CBC501.2, PROVIDE ADDRESS LETTERS (MIN. 6" HIGH AND 1/2"WIDE). THEY SHALL BE INSTALLED ON A CONTRASTINGBACKGROUND OR VISIBLE ENOUGH FROM THE STREET ORROAD FRONTING THE PROPERTY.7.SEE CIVIL ENGINEERING DRAWINGS FOR SEPTIC SYSTEMDESIGN AND LOCATION. NOT ON ARCHITECTURAL.8.SOIL ENGINEER SHALL INSPECT FOUNDATION PRIOR TOPLACEMENT OF CONCRETE FOR THE FOUNDATION.9.SOIL COMPACTION REPORT SHALL BE PROVIDED TO THEBUILDING INSPECTOR AT THE JOB SITE PRIOR TOPLACEMENT OF CONCRETE FOR THE FOUNDATION.10.A CERTIFICATION FOR 90% COMPACTION OF BACKFILL FROMA GEOTECHNICAL ENGINEER SHALL BE PROVIDED TO THEBUILDING INSPECTOR PRIOR TO FINAL SIGN OFF ANDACCEPTANCE OF RETAINING WALL.11.NEW AND EXISTING BUILDING SHALL HAVE APPROVEDADDRESS NUMBERS, BUILDING NUMBERS OR APPROVEDBUILDING IDENTIFICATION PLACED IN A POSITION THAT ISPLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY AND OF REFLECTIVE MATERIALWHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THEBUILDING CANNOT BE VIEWED BY AND THE BUILDINGCANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,POLE OR OTHER SIGN OR MEANS HALL BE USED TOIDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BEMAINTAINED. THESE NUMBERS SHALL CONTRAST WITHTHEIR BACKGROUND. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERSSHALL BE A MINIMUM OF 6” HIGH FOR RESIDENTIALBUILDINGS, WITH A MINIMUM STROKE WIDTH OF 0.5”. REVISENOTE ON TITLE SHEET SPECIFYING 4” HIGH.DESCRIPTION:PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTSTO STORM WATER FROM CONCRETE WASTE BY CONDUCTINGWASHOUT OFF-SITE, PERFORMING ON-SITE WASHOUT IN ADESIGNATED AREA, AND TRAINING EMPLOYEES ANDSUBCONTRACTORS. APPROACH: THE FOLLOWING STEPS WILLHELP REDUCE STORM WATER POLLUTION FROM CONCRETEWASTES: - STORE DRY AND WET MATERIALS UNDER COVER,AWAY FROM DRAINAGE AREAS. - AVOID MIXING EXCESSAMOUNTS OF FRESH CONCRETE OR CEMENT ON-SITE. -PERFORM WASHOUT OF CONCRETE TRUCKS OFF SITE OR INDESIGNATED AREAS ONLY. -DO NOT WASH OUT CONCRETETRUCKS INTO STORM DRAINS, OPEN DITCHES, STREETS, ORSTREAMS. - DO NOT ALLOW EXCESS CONCRETE TO BEDUMPED ON-SITE, EXCEPT IN DESIGNATED AREAS. - FORON-SITE WASHOUT: - LOCATE WASHOUT AREA AT LEAST FIFTYFEET (50') FROM STORM DRAINS, OPEN DITCHES, OR WATERBODIES. DO NOT ALLOW RUNOFF FROM THIS AREA BYCONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGEENOUGH FOR LIQUID AND SOLID WASTE. - WASH OUT WASTESINTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET,BE BROKEN UP, AND THEN DISPOSED OF PROPERLY. - WHENWASHING CONCRETE TO REMOVE FINE PARTICLES ANDEXPOSE THE AGGREGATE, AVOID CREATING RUNOFF BYDRAINING THE WATER TO BE BERMED OR LEVEL AREA. - DONOT WASH SWEEPINGS FROM EXPOSED AGGREGATECONCRETE INTO THE STREET OR STORM DRAIN. COLLECT ANDRETURN SWEEPINGS TO AGGREGATE BASE STOCK PILE, ORDISPOSE IN THE TRASH.LEGEND
JOINT WIRE TRENCH PER PG&E
ET
W
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UTILITY SERVICES
PG
UTILITY TRENCH DETAILN 5 27' 26" E225'N 5 27' 26" E225'P
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D ACCESS EASEMENT(EX) SFR
2,203 SQ FT
8'
12'
(EX) SHED (96 SQ FT)
(EX) DRIVEWAY
(EX) FENCE AND GATE
(EX) PROPERTY FENCE
E
(EX) 200 AMP SERVICE
10'-0"
SIDE
SETBACK 10'-0"REARSETBACK10'-0"
SIDE
SETBACK
FROM
EASEMENT
25'-0"FRONTSETBACK(N) PROPOSED 1,465 SQ FT
METAL STORAGE BUILDING
(EX) PROPERTY FENCE
(EX) PROPERTY FENCE
AND EASEMENT ACCESS GATE
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"DRIP LINECAL. 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.
PROVIDE TREE
PROTECTION FENCING
WITHIN 30' OF CONSTRUCTION
(EX) TREES ON NEIGHBORING
PROPERTY PROTECTED BY PROPERTY FENCE
(EX) TREES ON NEIGHBORING
PROPERTY PROTECTED BY PROPERTY FENCE
GARAGE
AREA
2:1
2:1
2:1
2:1
2:1
(EX) DRAINAGE
(EX) DRAINAGE
(EX) DRAINAGE SWALE
3
8
'
-
6
"
E
W
S
(EX) UTILITY TRENCH
ELECTRIC, WATER, SEWER HOOK UPS
PLAN PREPARED FOR:SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
C:\Users\djh11\Dropbox\projects 2024\hogue Patrick\000000\project Template\Sheets\C-1 GENERAL SITE PLAN.dwg Dana Humphrey 8/29/2024 4:29:05 PMD J H
D R A F T & D E S I G N
610 10TH ST. SUITE A
PASO ROBLES CA 93446
DJH1132@GMAIL.COM
805.975.3071
ATASCADERO, CA 934223625 COLIMA ROADPAT HOGUE8/30/2024 10:12 AM
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C-1 GENERAL SITE PLAN.DWG
DJH
GENERAL SITE
PLAN
C-1.1
9
ELECTRICAL NOTES
1.
GFCI OUTLETS ON ALL ABOVE COUNTER OUTLETS IN GARAGE MOUNTED AT 44" ABOVE FINISHFLOOR (TYP). ALL 125-VOLT, 15-AND 20- AMPERE RECEPTACLES SHALL BE LISTED"TAMPER-RESISTANT RECEPTACLES. (CEC 210.12(A))2.CEILING MOUNTED OUTLET FOR GARAGE DOOR OPENER. PROVIDE AND INSTALL APPROVEDGARAGE DOOR OPENER WITH REMOTE CONTROL*** ALL ELECTRICAL SWITCHES, FIXTURES, LUMINARIES, RECEPTACLES SHALL MEET AND CONFORMWITH THE 2013 CALIFORNIA ELECTRICAL CODE.LEGEND
115 V GFCI DUPLEX RECEPTACLE +44-0"
SWITCH W/ VACANCY SENSORWALL MOUNTED EXTERIOR FIXTURE, DOWNCAST, MOTION SENSOR2X4LED STRIP LIGHT FIXTURE
GFCIFL
V
ON AND OFF SWITCH
FLOOR PLAN NOTES
1.
IN ACCORDANCE WITH CRC R311.3 LANDINGS AT DOORS ARE TO HAVE A LENGTH IN THEDIRECTION OF TRAVEL OF AT LEAST 36 INCHES ON EACH SIDE OF THE DOOR.
MS
PH
FLOOR PLAN / ELECTRC PLAN
1/4" = 1'-0"
3'-0"3'-0"12'-0"3'-0"12'-0"
33'-0"
16'-6"16'-6"50'-0"33'-0"50'-0"12'-0" X 14'-0"SECTIONAL GARAGE DOOR12'-0" X 14'-0"SECTIONAL GARAGE DOOR
3'-0"3'-0"
LANDING
VVFL
MSPH
GFCIGFCIGFCIGFCIGFCIGFCIGFCI100 AMP SUBPANEL
100 AMP SUB PANEL38'-6"FLFLMSPH MSPH
PLAN PREPARED FOR:SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
C:\Users\djh11\Dropbox\projects 2024\hogue Patrick\000000\project Template\Sheets\A-1.1 FLOOR PLAN.dwg Dana Humphrey 8/29/2024 4:28:59 PMD J H
D R A F T & D E S I G N
610 10TH ST. SUITE A
PASO ROBLES CA 93446
DJH1132@GMAIL.COM
805.975.3071
ATASCADERO, CA 934223625 COLIMA ROADPAT HOGUE8/30/2024 10:12 AM
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A-1.1 FLOOR PLAN.DWG
DJH
FLOOR PLAN
A-1.1
10
F.G.
18'-0" PLATE
+/- 24'-0" OVERALL BUILDING HEIGHT
4
12
F.G.
18'-0" PLATE
+/- 24'-0" OVERALL BUILDING HEIGHT
F.G.
18'-0" PLATE
+/- 24'-0" OVERALL BUILDING HEIGHT
7'-0" HEADER
F.G.
18'-0" PLATE
+/- 24'-0" OVERALL BUILDING HEIGHT
7'-0" HEADER
ELEVATION MATERIALS AND NOTES
=
SIDING COLORSIGNATURE 200 "LIGHT STONE"=PBR PANEL FOR SIDING AND ROOF
=
ROOF COLORSIGNATURE 300 "TUNDRA"
4
12
BACK ELEVATION
1/4" = 1'
RIGHT SIDE ELEVATION
1/4" = 1'
FRONT ELEVATON
1/4" = 1'
LEFT SIDE ELEVATION
1/4" = 1'
=
TRIM AND GARAGE DOOR COLORSIGNATURE 200 "BRIGHT WHITE"PLAN PREPARED FOR:SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
C:\Users\djh11\Dropbox\projects 2024\hogue Patrick\000000\project Template\Sheets\A-2.1 ELEVATIONS.dwg Dana Humphrey 8/30/2024 9:47:36 AMD J H
D R A F T & D E S I G N
610 10TH ST. SUITE A
PASO ROBLES CA 93446
DJH1132@GMAIL.COM
805.975.3071
ATASCADERO, CA 934223625 COLIMA ROADPAT HOGUE8/30/2024 10:12 AM
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A-2.1 ELEVATIONS.DWG
DJH
ELEVATIONS
A-2.1
11
PLAN PREPARED FOR:SHEET NUMBER:
SHEET TITLE:
PROJECT NO.
DRAWN BY
FILE NAME
DATE
C:\Users\djh11\Dropbox\projects 2024\hogue Patrick\000000\project Template\Sheets\A-3.1 ELECTRICAL PLAN.dwg Dana Humphrey 8/30/2024 9:48:07 AMD J H
D R A F T & D E S I G N
610 10TH ST. SUITE A
PASO ROBLES CA 93446
DJH1132@GMAIL.COM
805.975.3071
ATASCADERO, CA 934223625 COLIMA ROADPAT HOGUE8/30/2024 10:12 AM
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A-3.1 ELECTRICAL PLAN.DWG
DJH
PERSPECTIVE
VIEW
A-3.1
12