Coachella City Council
February 21, 2024

Civic Center
53990 Enterprise Way, Coachella, California
(760) 398-3502  www.coachella.org
AGENDA

OF A REGULAR MEETING
OF THE

CITY OF COACHELLA

PLANNING COMMISSION
February 21, 2024
6:00 PM
In-Person Meeting
Location:

Civic Center
53990 Enterprise Way,
Coachella, CA
If you would like to attend the meeting via Zoom, here is the link:
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT 09 Or One tap mobile : +16694449171,,84544257915#,,,,*380084# Or Telephone:

US: +1 669 900 6833
Webinar ID: 845 4425 7915
Passcode: 380084
Spanish: El idioma español está disponible en Zoom seleccionado la opción en la parte de abajo de la pantalla
 Public comments may be received either in person, via email, telephonically, or via Zoom with a limit of 250 words, or three minutes:
o In Real Time:

If participating in real time via Zoom or phone, during the Public Comment Period, use the “raise hand” function on your computer, or when using a phone, participants can raise their hand by pressing *9 on the keypad.
o In Writing:

Written comments may be submitted to the City Council electronically via email to [email protected]. Transmittal prior to the start of the meeting is required. All written comments received will be forwarded to the City Council and entered into the record. o If you wish, you may leave a message at (760) 262-6240 before 5:30 p.m. on the day of the meeting.  The live stream of the meeting may be viewed online by accessing the city's website at www.coachella.org, and clicking on the "Watch Council Meetings" tab located on the home page, and then clicking on the "live" button.

CALL TO ORDER:

PLEDGE OF ALLEGIANCE:

ROLL CALL:
1 APPROVAL OF AGENDA:
“At this time the Commission may announce any items being pulled from the agenda or continued to another date or request the moving of an item on the agenda.”
APPROVAL OF THE MINUTES:

1. Planning Commission Meeting Minutes - February 7, 2024 WRITTEN COMMUNICATIONS:

PUBLIC COMMENTS (NON-AGENDA ITEMS):
“The public may address the Commission on any item of interest to the public that is not on the agenda, but is within the subject matter jurisdiction thereof. Please limit your comments to three (3) minutes.” REPORTS AND REQUESTS:

NON-HEARING ITEMS:

2. Request for a third 12-Month Time Extension for Tentative Tract Map No. 37040, Conditional Use Permit No. 266, and Architectural Review 16-03 (Coachella Vineyards) to allow an 188-space recreational vehicle (RV) park/subdivision, 100 townhouses, and an 11-story, 200-unit hotel and associated facilities on a total of 48 acres of vacant land in the CT-PD (Tourist Commercial – Planned Development) zone located at the northeast corner of Vista Del Norte and Tyler Street.

PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

3. Variance 23-04 – Rochin, Setback
Variance No. 23-04 a request for a for a setback and lot coverage variance for an existing 644 SF patio structure constructed without a permit at 48440 Charlton Peak Street. Applicant: Ramon Rochin.

4. Architectural Review No. 23-08 Love’s Travel Stop Façade Remodel a request to modify for exterior modifications to the Love’s Travel Stop Exterior to include an approximately 200 sq. ft. addition at southwest corner of the building for an observation and IT room, tower and vestibule addition at the front of the building and new color scheme at 45-761 Dillon Road. Applicant: Mirna Smith

5. Sign Program for Covalda Apartments The applicant proposes a sign program for the design and regulation of commercial tenants and overall project signage for the approved Covalda mixed-use development consisting of 108 residential apartment units and 4 commerical tenants spaces. Applicant: Chelsea Investments

6. CUP No. 308 and AR No. 18-18 Modification - Coachella Lakes RV Resort Length of Stay Modification Request - The Applicant proposed a modification to Conditional Use Permit (CUP 308) and Architectural Review (AR 18-18) to extend the allowable time period of lodging beyond 30 days and minor modifications to the landscape plan for a new 469-Space Recreational Vehicle (RV) Campground, Coachella Lakes RV Resort, with average stall sizes of 2,580 sq. ft., including a 1,400 sq. ft. clubhouse, three laundry/restroom buildings, with private streets and common area
2 INFORMATIONAL:

7. Director Reports
ADJOURNMENT:

Complete Agenda Packets are available for public inspection at the City Clerk’s Office at 53-462 Enterprise Way, Coachella, California, and on the City’s website www.coachella.org.

THIS MEETING IS ACCESSIBLE TO PERSONS WITH DISABILITIES 3 City Council Chamber
1515 6th Street, Coachella,
(760) 398-3502 
www.coachella.org
AGENDA
DE UNA REUNIÓN DE LA
COMISIÓN DE PLANIFICACIÓN

PLANNING COMMISSION
21 de Febrero, 2024
6:00 PM
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT09 O one tap mobile:

Us: +16699006833,, 84544257915#,,,,* 380084# US
O teléfono:

Us: +1 669 900 6833
ID del webinar: 845 4425 7915
Código de acceso: 380084
Español: El idioma español está disponible en Zoom seleccionado la opción en la parte de abajo de la pantalla Los comentarios públicos se pueden recibir por correo electrónico, por teléfono o por zoom con un límite de 250 palabras o tres minutos:

En vivo:

Si participa en vivo a través de zoom o teléfono, durante el período de comentarios públicos, use la función "levantar la mano" en su computadora, o cuando use un teléfono, los participantes pueden levantar la mano presionando *9 en el teclado.

Por escrito:

Los comentarios escritos pueden enviarse a la comisión electrónicamente por correo electrónico a [email protected]. Se requiere la transmisión antes del inicio de la reunión. Todos los comentarios escritos recibidos serán enviados a la comisión e ingresados en el registro.

SI LO DESEA, PUEDE DEJAR UN MENSAJE EN EL (760) 398-3102, EXTENSIÓN 122, ANTES DE LAS 4:00 P.M. DEL DÍA DE LA REUNIÓ
4 LLAMADO AL ORDEN:

JURAMENTO A LA BANDERA:

PASE DE LISTA:

ORDEN DEL DÍA ESPECIAL
APROBACIÓN DE LA
AGENDA:
“En este momento, la Comisión puede anunciar cualquier punto que está siendo retirado de la agenda o continuado a otra fecha o solicitar el traslado de un punto de la agenda”.

APROBACION DE LAS ACTAS:

1. Borrador de las Actas de la Comisión de Planificación – 7 de Febrero 2024.

COMUNICACIONES ESCRITAS:

COMENTARIOS DEL PÚBLICO (PUNTOS QUE NO ESTÁN EN LA AGENDA):
“El público puede dirigirse a la Comisión sobre cualquier tema de interés para el público que no esté en la agenda, pero que esté dentro de la jurisdicción de la materia de la misma. Por favor limite sus comentarios a tres
(3) minutos”.

INFORMES Y SOLICITUDES:

PUNTOS QUE NO SON DE AUDIENCIA:

2. TTM No. 37040, CUP No. 266, AR No. 16-03 Coachella Vineyards - Solicitud de Prórroga de un Año para un proyecto que consiste en un hotel de 200 habitaciones, 100 townhomes y 188 unidades RV en el NEC de Tyler Street y Vista Del Norte (Solicitante: LEV Investments, LLC) CALENDARIO DE AUDIENCIAS PÚBLICAS (CUASI-JUDICIAL):

3. Variance No. 23-04 Rochin, Retranqueo de una estructura de patio existente de 644 pies cuadrados construida sin un permiso con un retranqueo de patio trasero de 4' 7” y una cobertura de patio trasero del 55% donde se requiere un retranqueo de 10 pies y se requiere un máximo de cobertura de patio trasero del 50%. requerido.

4. Revisión Arquitectónica No. 23-08, al Love's Travel Stop en 45-761 Dillon Road, Coachella. Las mejoras exteriores incluyen una adición de aproximadamente 200 pies cuadrados en la esquina suroeste de la sala de observación e IT, adición de torre y vestíbulo en el frente del edificio y nuevo esquema de color. Myrna Smith, BRR Architecture, Inc.

5. Programa de Señalización para los Apartamentos Covalda - El solicitante propone un programa de señalización para el diseño y la regulación de los inquilinos comerciales y la señalización general del 5 Agenda Planning Commission February 21, 2024

proyecto para el desarrollo aprobado de uso mixto Covalda que consta de 108 unidades de apartamentos residenciales y 4 espacios para inquilinos comerciales. Chelsea Investments

6. Permiso de Uso Condicional (CUP 308) y Revisión Arquitectónica (AR 18-18) para extender el periodo de tiempo permitido de hospedaje más allá de 30 días y modificaciones menores al plan de jardinería para un nuevo campamento de 469 espacios para vehículos recreativos (RV), Coachella Lakes RV Resort, con un tamaño promedio de puestos de 2,580 pies cuadrados, incluyendo una casa club de 1,400 pies cuadrados, tres edificios de lavandería/baños, con calles privadas y servicios de área común en 78.3 acres de terreno parcialmente desarrollado localizado en 44-790 Dillon Road.

INFORMATIVO:

7. Actualizaciones del director
SE SUSPENDE LA SESIÓN:

ESTA REUNIÓN ES ACCESIBLE PARA PERSONAS CON DISCAPACIDAD Los paquetes completos de la agenda están disponibles para inspección pública en el Departamento de Servicios de Desarrollo en 53-990 Enterprise Way, Coachella, California, y en el sitio web de la ciudad www.coachella.org.
6 City Council Chamber
1515 6th Street, Coachella, CA
(760) 398-3502  www.coachella.org

MINUTES

OFTHE CITY OF THE

CITY OFCOACHELLA

PLANNING COMMISSION
February 7, 2024
6:00 PM
If you would like to attend the meeting via zoom, here is the link:
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT09 Or one tap mobile:

Us: +16699006833,, 84544257915#,,,,* 380084# US
Or telephone:

Us: +1 669 900 6833
Webinar ID: 845 4425 7915
Passcode: 380084
Spanish: El idioma español está disponible en Zoom seleccionado la opción en la parte de abajo de la pantalla Public comments may be received via email, telephonically, or via zoom with a limit of 250 words, or three minutes:

In real time:

If participating in real time via zoom or phone, during the public comment period, use the “raise hand” function on your computer, or when using a phone, participants can raise their hand by pressing *9 on the keypad.

In writing:

Written comments may be submitted to the commission electronically via email to [email protected]. Transmittal prior to the start of the meeting is required. All written comments received will be forwarded to the commission and entered into the record.

IF YOU WISH, YOU MAY LEAVE A MESSAGE AT (760) 398-3102, EXTENSION 122, BEFORE 4:00 P.M. ON THE DAY OF THE MEETING
7 Item 1.

CALL TO ORDER: 6:00 PM
PLEDGE OF ALLEGIANCE:

Commissioner Ramirez.

ROLL CALL:

Commissioners Present: Commissioner Arvizu, Commissioner Murillo, Alternate Commissioner Fonseca, Commissioner Ramirez, Vice Chair Hernandez, Chair Gonzalez.

Staff Present: *Gabriel Perez, Development Services Director. *Adrian Moreno, Associate Planner
*Jesus Medina, Information Technology Tech.

APPROVAL OF AGENDA:
“At this time the Commission may announce any items being pulled from the agenda or continued to another date or request the moving of an item on the agenda.”

IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER ARVIZU TO APPROVE THE AGENDA.

Approved by the following roll call vote:

AYES: Commissioner Ramirez, Commissioner Murillo, Alternate Commissioner Fonseca, Vice Chair Hernandez, Chair Gonzalez, Commissioner Arvizu.

NOES: None.

ABSTAIN: None.

ABSENT: None.

APPROVAL OF THE MINUTES:

1. Planning Commission Meeting Minutes – January 17, 2024.

IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER RAMIREZ TO APPROVE THE MINUTES.

Approved by the following roll call vote:

AYES: Commissioner Ramirez, Vice Chair Hernandez, Commissioner Murillo, Commissioner Arvizu, Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: None.

WRITTEN COMMUNICATIONS:

None.

PUBLIC COMMENTS (NON-AGENDA ITEMS):
8 Item 1.
“The public may address the Commission on any item of interest to the public that is not on the agenda, but is within the subject matter jurisdiction thereof. Please limit your comments to three (3) minutes.” REPORTS AND REQUESTS:

None.

NON-HEARING ITEMS:

None.

PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

2. Family Dollar – Type 20 ABC License – Conditional Use Permit No. 373 to allow liquor sales (ABC Type 20, Off-Sale Beer & Wine) within a 8,213 SF dollar store located at 52226 Cesar Chavez Street. Applicant:

Family Dollar LLC
Adrian Moreno, Associate Planner, gave a brief presentation for the item. A copy of the presentation is in the Planning Division file.

Public Hearing Opened at 6:16 pm by Chair Gonzalez.

Public Hearing Closed at 6:17 pm by Chair Gonzalez.

IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER RAMIREZ TO ADOPT RESOLUTION NO. PC 2024-01 APPROVING CONDITIONAL USE PERMIT 373 TO ALLOW LIQUOR SALES (ABC TYPE 20, OFF-SALE BEER & WINE) WITHIN A 8,213 SF DOLLAR STORE LOCATED AT 52226 CESAR CHAVEZ STREET WITH THE FOLLOWING MODIFICATION AS FOLLOWS:
 REQUIRE LANDSCAPING OF ¾ INCH GRAVEL
Approved by the following roll call vote:

AYES: Commissioner Arvizu, Commissioner Murillo, Commissioner Ramirez, Vice Chair Hernandez, Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: None.

INFORMATIONAL:

3. Director’s Development Update
 Director Perez informed the Planning Commission that the next Planning Commission Meeting Agenda will have a total of five items involving the Love’s Truck Stop, Tripoli Apartments, Coachella Lakes RV Resort, a variance item for a patio structure at a single family dwelling, and a non-hearing item for a third extension for the Coachella Vineyards Project at Vista del Norte and Tyler.  The City Council will consider an item where the Twenty-Nine Palms Band of Mission Indians are proposing to complete City improvements on Dillon Road, improving landscaping, trees, and lighting.  The City submitted a Sphere of Influence application to LAFCO and will be considered by LAFCO on February 22, 2024 in Riverside.
9 Item 1.
 For Cesar Chavez Street, the City Council approved an agreement with the American Planning Association to work on a technical assistance plan for Cesar Chavez Street that will focus on an effort and investment in the area between 6th Street and Avenue 54. This will involve both the Planning Commission and the City Council, and will be one of the first steps to a bigger plan for that specific corridor.  March 6 Planning Commission Meeting will have no quorum and may be cancelled due to Planning Commissioners attending the Planning Commissioners Academy.

Respectfully Submitted by,
Gabriel Perez
Planning Commission Secretary
ADJOURNMENT: 7:04 PM

THIS MEETING IS ACCESSIBLE TO PERSONS WITH DISABILITIES Complete Agenda Packets are available for public inspection in the Development Services Department at 53-990 Enterprise Way, Coachella, California, and on the City’s website www.coachella.org.
10 Item 1.
11 Item 1.

STAFF REPORT
2/21/2024
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT: Request for a third 12-Month Time Extension for Tentative Tract Map No. 37040, Conditional Use Permit No. 266, and Architectural Review 16-03 (Coachella Vineyards) to allow an 188-space recreational vehicle (RV) park/subdivision, 100 townhouses, and an 11-story, 200-unit hotel and associated facilities on a total of 48 acres of vacant land in the CT-PD (Tourist Commercial – Planned Development) zone located at the northeast corner of Vista Del Norte and Tyler Street.

STAFF RECOMMENDATION:

Staff recommends that the Planning Commission grant the third and final 12-Month Time Extension eligible for Tentative Tract Map No. 37040, Conditional Use Permit No. 266, and Architectural Review 16-03 with the findings and conditions in City Council Resolution No. 2018- 58, in City Council Resolution No. 2018-59, and City Council Resolution No. 2018-60, and establishing a new expiration date of March 26, 2025.

BACKGROUND:

The Planning Commission conducted a duly noticed public hearing on July 18, 2018 at which time the Commission voted to approve the Coachella Vineyards project. The Planning Commission recommended to the City Council, adoption of a Mitigated Negative Declaration and Mitigation Monitoring Program, pursuant to CEQA Guidelines for the project, EA 16-01, as well approval of Tentative Tract Map No. 37040, Conditional Use Permit No. 266, and Architectural Review No. 16-03 as part of the overall proposed development of an RV Subdivision / Resort on the subject property.

Pursuant to the Subdivision Map Act, and Title 16 of the Coachella Municipal Code, a tentative tract map expires after 24 months unless the final map is recorded. The Planning Commission may grant up to three 12-month time extensions if a timely request is submitted stating the reasons for the project delays. On September 26, 2018 the City Council approved Resolution No. 2018-58 which adopted a Mitigated Negative Declaration pursuant to CEQA guidelines (Environmental Assessment No. 16-01) and approved Tentative Tract Map No. 37040. Similarly, the CUP and AR approvals run concurrent with the Tentative Map under State law, because they were associated with the subdivision map.
12 Item 2.

On October 7, 2020 the Planning Commission approved the first 12-month time extension for Tentative Tract Map No. 37040 and the associated CUP and AR, and established an expiration date of September 26, 2021. Pursuant to AB 1561, an 18-month extension is granted to any housing entitlement that was in effect on or after March 4, 2020, and that would expire before December 31, 2021. As a result, the project entitlements automatically qualified for an 18-month extension and established an expiration date of March 26, 2023. On January 18, 2023 the Planning Commission approved the second 12-month time extension for Tentative Tract Map No. 37040 and the associated CUP and AR, and established an expiration date of March 26, 2024. Pursuant to the Subdivision Map Act, and Title 16 of the Coachella Municipal Code, the commission may grant by resolution, an extension of time of up to three one-year time extensions.

DISCUSSION/ANALYSIS:

As illustrated below, TTM 37040 proposes to subdivide approximately 29 acres into 188 lots for recreational vehicles. Of the 188 lots, 113 lots include an RV with a casita, while 75 lots are for RV’s only. The lots that do not include a casita are located within the building restriction zone that traverses the project sites eastern boundary. Access for the RV project will be from Dillon Road and from Tyler Street.
13 Item 2.

The Coachella Vineyards Project proposes the overall development of the 48-acre site that includes a 188-space RV Park/Subdivision, 100 two-bedroom townhouses and an 11-story, 200-room hotel and associated facilities. The hotel and townhouses are part of the “remainder” parcel left over from TTM 37040 to the south and which was further subdivided with a Parcel Map. The Project will be developed over two phases with the RV park as phase 1 and the townhouse and hotel project as phase 2. The proposed site plan is illustrated below:

Staff recommends that the Planning Commission approve a third and final 12-month time extension for Tentative Tract Map No. 37040 and the related CUP and AR actions, subject to the findings and conditions of approval in City Council Resolution No. 2018-58, City Council Resolution No. 2018-59, and City Council Resolution No. 2018-60 establishing a new expiration date of March 26, 2025.
14 Item 2.

Attachments:

1. Aerial Photo

2. TTM No. 37040 Exhibit

3. Development Plan Set

4. City Council Resolution No. 2018-58 (EA 16-01 Mitigated Negative Declaration)

5. City Council Resolution No. 2018-60 (TTM No. 37040)

6. City Council Resolution No. 2018-59 (CUP No. 266 and AR No. 16-03) 15 Item 2.
16 Item 2.
(1/1614
'0)+0''4+0)
No. 7070
PHILLIP K. FOMOTOR

CI L ENSED LAND SURVEYOR STA TE OF CA L FI ORN AI
TENTATIVE TRACT MAP 37040
Attachment 2
17 Item 2.

Ownership of the Drawings:

These Drawings belong to the Architect, Ralph (Skip) Goodell, and represent his Instruments ofService.These Drawings are not to be reproduced or altered or disclosed or assigned to any third partywithout the expressed written permission of Skip Goodell.Intent of the Drawings:These Drawings, the notes, the symbols used, etc. ar e NOT all inclusive and Do NOT relieve the
General Contractor and his Subcontractors on this project of their responsibility to review allrelevant codes and follow local ordinances. The General Contractor and his Subcontractors shallnotify the Architect of any and all discrepancies, omissions and errors in these Drawings.Prior to Commencement of Work, it is conditioned that the General Contractor and hisSubcontractors to review these Drawings and that they examine the visible existing job siteconditions. Unless otherwise expressed, it is understood that the General Contractor hasaccepted these Drawings as being complete and he will commence work per the Intent of theDrawings.Architect's Advocacy to Settle Disputes:The Architect will serve as the Advocate for the Owner of the Project. If a dispute between theOwner and the General Contractor cannot be resolved, the Architect's opinion and resolution tothe dispute will be final. The Architect has the final authority to reject Work that does notconform to the Drawings.The Architect will "Observe" Construction:The Architect will observe construction for complian ce with the Drawings and, if needed, to serve
as an intermediary for Construction Draw Requests for the Contractor. There is no responsibilityimplied by "observe" to be the Project's inspector or superintendent.Change Orders and Alterations to the Drawings:Change Orders may become necessary to deal with "unknown" existing conditions; or, per CityInspector request; or per the Owner's request; or, per the Architect's request. Drawings may ormay not have to be altered and with major alterations, may have to be submitted to the City.Inspections:The General Contractor is responsible to make applic ation for, secure and pay for all permits and
fees required by the various permitting agencies and utility purveyors.The General Contractor shall be responsible to schedule all inspections. The permitted Drawingsand the Permit must be maintained on the Job with a clean casing and accessible to theInspector. The Permit should be conspicuously displayed and in a plastic bag.Dimensions and Elevations:Dimensions are to the Face of Studs unless otherwise notes. Shear sheathing and exteriormaterials will extend beyond these dimensions.Elevations are to the top of concrete or flooring substrate.For remodel work adjustments to framing shall allow for "Finish Alignment" for interior finishesand for exterior finishes.For remodel work and additions, existing Dimensions provided on the plans provided by theArchitect need to be double checked by the General Contractor and he Subcontractors prior toordering materials, etc. Additionally, if available, the Owner will provide "As built" plans as acrow reference.Access Panels:The General Contractor is responsible to provide and install access panels and crawl spaces asrequired by the Building Code and for proper operation or maintenance of mechanical, electricalor other concealed equipment, whether or not indicated on the Drawings.Bracing, shoring, and temporary supports:The General Contractor is responsible to provide ade quate support to hold Work securely in
place and to sustain all loads including those that may occur during erection.Means and Methods of Construction:The General Contractor shall have sole control over and responsibility for Construction Means,Methods, Techniques, Sequences or Procedures, and for Safety Precautions and Programs inconnection with the Work.

PROJECT
RV Park:Casitas - Group R-3 single family units and Group U - Individual attached GaragesGroup B - Clubhouse, Bath Houses, and Administration Buildings Town Homes:Group R-1 Multi-family Units - Clustered up to 5 unitsGroup U - Parking Garages for each Residential UnitGroup ? - Open Air Swimming PoolsHotel and Parking Structures:Hotel and Assembly Rooms - Group I OccupancyGroup A-1 for Assembly with Fixed Seating - Theaters, Concert Halls, TV studios admitting an AudienceGroup A-2 for Assembly for Food or Drink - Restaurants, Banquet Halls and Night ClubsGroup A-3 for Assembly for recreation or amusement - Art Galleries, Dance Halls, Exhibition Halls, Gymnasiums, Indoor Swimming Pools, Lecture Halls, Group B - Office, Administrative OfficesGroup M - Retails Sales AreasGroup R-1 - Hotel Sleeping UnitsGroup U - Parking GaragesOccupancy:RV Park:Type V-B for CasitasType III-B for Clubhouse, Bath Houses, and Administration Buildings - 2 hour Exterior Walls, No fire resistance for structutrral frame, floors, ceilings, and roofsTown Homes:Type V-A - 1 hour Exterior Walls, 1 hour Structural Frame, and 1hour Foor and Ceiling and Roof AssembliesHotel and Parking Strucrtures:Type I-A - 3 hour Exterior Walls, 3 hour Structural Frame, 2 hourFloor, Ceiling Assemblies, and 1.5 hour Roof ProtectionConstruction Type:
2016 California Building Code CBC Part 2 Title 24 CCR2016 California Residential Code CRC Part 2.5 Title 24 CCR2016 California Electrical Code CEC Part 3 Title 24 CCR2016 California Mechanical Code CMC Part 4 Title 24 CCR2016 California Plumbing Code CPC Part 5 Title 24 CCR2016 California Energy Code CEC Part 6 Title 24 CCR2016 California Elevator Code Part 7 Title 24 CCR2016 California Fire Code CFC Part 9 Title 24 CCR2016 California Green Standards Code Cal Green Part 11 Title 24 CCR2016 California Referenced Standards Code Part 12 Title 24 CCRTitle 18 CCR Public Safety, State Fire Marshal RegulationsNFPA 13, Automatic Sprinkler Systems, (CA Amended) 2013 EditionNFPA 72, National Fire Alarm and Signaling Code, (CA Amended) 2013 EditionCurrent Edition of the City's Municipal CodeAll construction shall comply with or exceed the following standards:

Legal Description:APN 601-620-012Lot 71 and protions of Lot 72 of Tract 30117-1 per MB 331/71-78 of Section 21, T.5S., R.8E., S.B.M.Zoning:Existing: C-T, PUD, Commercial Tourist Planned Unit Dev.Proposed: C-T, PUD, Commercial Tourist Planned Unit Dev.Land Use:Existing: CE, Entertainment CommercialProposed: CE, Entertainment CommercialThe Current Status of the Property is it is all vacantLand Size: 40 acres RV Park: 20 acres to be subdivided into 185 RV LotsTown Houses: 10 acres for the development of 100 UntsHotel: 10 acres for 200 room hotel and health spa + parking structures Site Address:Tyler Street, Coachella, California 92236School District:Desert Sands Unified School DistrictOwner/Developer:Coachella Vineyard Luxury RV Park, LLC45-920 Mertage Lane, Coachella, California 92236PhoneCivil Engineer:Fomotor Engineering225 South Civic Drive, Suite 1-5Palm Springs, California 92262Phone 760-323-1842 RV Park:1. Construct a New Single Family Residences - One Story Casita Studio Units (no bedrooms) with PV Parking Stallsadjacent on the individual lots. 70 Units

2. Work includes grading, foundations, metal or SIP panel framing, trusses, stucco, insulation, roofing, HVAC,plumbing, electrical, drywall, painting, doors, windows

3. Solar Systems for Private and Public Areas - Net Zero Energy design.

4. New 1 and 2 car garages5. Public Parking Stalls including ADA and Van Parking6. RV Lots without Casitas. 105 Lots complete with power, water, gas, and sewer connections.

7. New Landscaping on Site and within Common Areas8. Private Drives, Utilities, Fencing, Common Area Lighting9. Clubhouse with Restaurant, toilets, dance floor Outdoor Amphitheater (1 story), Administration Building (2 stories),2 Bath Houses with Public Laundry Facilities and poolequipment rooms.

10. 4 Public Pools, picnic areas and patios with fencing as required - Each Pool will be submitted for separatepermiting and plan approvals

11. Water and Pond Features - permitted separately as
required

12. Tennis Courts, Pickleball Courts,13. RV Storage Area - north end of Site14. Maintenance Building - complete with workshop, 2 Offices and Toilet.

15. Trash Shelters, Mailboxes and Fire HydrantsTown Houses:1. 100 Units - approximately 2,000 Square Feet each, complete with 2 car garages on the bottom level, Livingareas on the 2nd Level, and Bedrooms on the UpperLevel (3 Story Units).

2. 5 Public Pools - elevated on the Second Floor and on the Rooftop Gardens

3. Elevators and exterior stairways and catwalks connecting the Second Floor Entrances and Rooftop Gardens.

4. Solar Systems over the Rooftop Gardens - designed to achieve a Net Zero Energy criteria.

5. Patios, Walkways6. Covered Parking areas with Solar Rooftops7. Trash Shelters, Mailboxes and Fire Hydrants8. Private Circular Drive9. Large On-grade Parking Lot below High Power Lines - This parking lot is to provide additional parking for Special Events for the Town Houses Community and for the Hotel.

Hotel, Health Club, and Parking Structures:1. 200 Guest Rooms 600 SF average - Five Star Design2. Entrance/Lobby - 5,000 SF3. 3 Restaurants - 3,000 SF each4. 6 Retail Stores - 2,000 SF each5. Lounge at rooftop - 9,000 SF6. Cards Room - for 300 people - 8,000 SF7. Ballroom for 600 people - 5,000 SF8. Health Spa - 7,000 SF9. (FOH) Front of House hallways and others - 22,000 SF10. (BOH) Back of House service - 31,000 SF11. TOTAL INDOOR: 232,000 SF12. Outdoors - Porte Cochere13. Family pool14. Adult pool15. Parking - approx 500 spots16. Landscaping including Rooftop Gardens17. Outdoor Banquet SpaceScope of Work:

Coachella Valley Water District Imperial Irrigation District760-501-8100 800-303-7756Water: Electricity:Sewer: Telephone:Gas: Trash:Cable:Coachella Sanitary District Verizon760-391-5008 800-483-4000Southern California Gas Company Burrtec800-427-2200 760-340-2113Time Warner Cable760-340-2225Frontier Fios855-525-9100 Scale DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760
-902
-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.

As indicated
5/29/2018 12:26:32 PM A100
Cover Sheet
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
Overall Project Sheet List
Sheet Name Sheet
Overall Project Sheet List
Sheet Name Sheet
SiteworkC
over Sheet A100
All Phases Site Plan Overall A101FENCES A103RV Park Partial Site Plan Southwest A104RV Park Partial Site Plan Southeast A105RV Park Partial Site Plan Northern A106RV Park Partial Site Plan Northern Tip A107Main Entry Plan and Elevations A108Site Plan - Town Houses and Hotel A109Tract Map 37040 C 1 of 1Conceptual Grading Plan Townhomes andHotel Sites C 1 of 1 b
Tract Map 32860 Page 5 C 5Tract Map 32860 Page 6 C 6Master Landscape Plan L-1.0Master Landscape Plan L-1.1Tyler Detailed Streetscape Plan L-1.2Plant Pallet LP-1Townhomes Master Landscape Plan t L-1.0Townhomes Tyler Street Landscape Plan t L-1.1Townhomes Detailed Open Space - LakeLandscape Plan t L-1.2
Townhomes Detailed Landscape Plan t L-1.3ClubhouseClubhouse Site Plan A201Clubhouse Floor Plan A202Clubhouse Sails Plan A205Clubhouse Elevations A207Clubhouse Elevations and Building Sections A208Clubhouse Building Sections A209Bath HousesBath House 1 Site Plan A301Bath House Floor and Ceiling Plans A303Bath House Roof Plan A304Bath House Elevations A305Bath House Building Sections A306Maintenance BuildingMaintenance Building Floor Plan A402Maintenance Building Roof Plan A403Maintenance Building Elevations A405Administration BuildingAdmin Building First Floor Plan A502Admin Building Second Floor Plan A503Admin Building Elevations A506Admin Building Elevations A507Admin Building Building Sections A508CasitasRV Park Lots and Casitas Site Plan Key A601Casita Floor Plan A602Casita Elevations A603Town HousesTH - Site Plan A801TH - Overall Elevations A802Town HousesBuilding A First Floor Plan AA10Building A Second Floor Plan AA20Building A Third Floor Plan AA30Building A Roof Plan AA40Building A Trellis Plan AA45Building A Solar PV Plan AA46Building A Elevations West and East AA51Building A Elevations South and North AA52Building A Building Sections AA81Hotel and Health ClubHotel Parking Grade Level H101Hotel Basement Overall H105Hotel Level 1 Floor Plan Overall H201Hotel Level 2 Floor Plan Overall H202Hotel Level 3 Floor Plan Overall H203Hotel Level 4 Floor Plan Overall H204Hotel Level 5 Floor Plan Overall H205Hotel Level 10 Floor Plan Overall H210Hotel Level 11 Floor Plan Overall H211Hotel Rooftop Garden Plan Overall H212Hotel Elevations H501 Vicinity Map
General Notes
Governing Codes Code AnalysisProject Data
Project Description
Utility Purveyors
Vineyard Luxury RV Park, 100 Town Houses,
5 Star Hotel and Health Spa
North east corner of Tyler and Vista Del Norte
Coachella, California
Presented by Coachella Vineyard Luxury RV Park, LLC its Owner and Developer -
Contact Patricia Nugent 760
-200
-6609
and by it's Consultants:Self Reliance, Inc., Skip Goodell, its architect - 760
-902
-2432
Desert Modern Landscape Design, Elena Peterson, its Landscape Designer - 760
-657
-1844
Fomotor Engineering, Phillip Fomotor, its Civil Engineer - 760
-323
-1842
No
. Description Date
Attachment 3
18 Item 2.

Townhouses
100 Units2 bedroom unitsHotel200 RoomsPlusLarge Meeting Room RV Park188 Units
Bldg ABldg BBldg C
Bldg E Bldg F
Bldg D
Bldg G Bldg H Bldg J Bldg K
Bldg N
Bldg L Bldg M
Bldg P
Bldg Q
Bldg R
Bldg S
Health Club
Vista del Norte
Tyler Street
Hotel
Main Entry
ParkingStructure
ParkingLot on gradeParkingLot on grade
ParkingStructure
ParkingStructure
30' - 0"30' - 0"30' - 0"
L-1 L-2 L-3
L-23
L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13
L-24 L-25 L-26 L-27 L-28 L-29 L-30 L-31 L-32 L-33 L-34 L-35 LandscapedArea
L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 L-22
Bath House 1
Pools 1
Bath House 2
Clubhouse
Pond
Retention Basin
Retention Basin 1
Driving Range
Chip Course
Retention Basin 2
Chianti Drive
Concordia Drive
Clarit Drive
Administration Building
Maintenance Building
Tyler Street
RV Storage Yard
L-37
L-38
L-39
L-40
L-41
L-42
L-49
L-48
L-47
L-53
L-52
L-51
L-50
L-43
L-44
L-45
L-46
L-54
L-55
L-56
L-57
L-58
L-59
L-60
L-61
L-62
L-63
L-64
L-65
L-66
L-67
L-68
L-69
L-70
L-71
L-72
L-73
L-74
L-77
L-78
L-79
L-80
L-81
L-82
L-83
L-84
L-85
L-86
L-87
L-88
L-89
L-90
L-91
L-92
L-93
L-94
L-100
L-101
L-102
L-103
L-104
L-105
L-106
L-107
L-108
L-109
L-110
L-111
L-112
L-113
L-114
L-115
L-116
L-117
L-118
L-119
L-120
L-121
L-122
L-123
L-127
L-128
L-132
L-131
L-130
L-129
L-137
L-136
L-135
L-134
L-133
L-142
L-141
L-140
L-139
L-138
L-143
L-144
L-146
L-147
L-148
L-149
L-150
L-151
L-152
L-153
L-154
L-155
L-161
L-162
L-163
L-164
L-167
L-168
L-169
L-170
L-171
L-172
L-173
L-174
L-175
L-178
L-179 L-180
L-181L-182L-183L-184L-185L-186
18' - 0"
Fire Access Gate
Fire Access Gate
Loading and Trash Gate(Enter only)
Security Gate (Exit only)
L-36
L-75
L-76
L-96
L-97
L-98
L-99
L-95
L-124
L-125
L-126
L-165 L-145
L-156
L-157
L-158
L-160
L-159
L-166
L-176
L-177
L-187
L-188
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 80'-0"
5/29/2018 12:26:51 PM A101
All Phases
Site Plan
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1" = 80'-0" 1 Site Plan - All Phases
No
. Description Date
19 Item 2.

M.B. 401/79-88
M.B. 401/79-88
63 64
65 66
67 68
69 70
71 (S89°42'29"E)
(796.87')
(N
00°17'31"
E)
(S89°42'29"E)
(N00°03'08"W)
(120.00')
(976.99')
(N45
°17
'31
"E)
(32.53
')
(S89°42'29"E)
(N68°46'28"E) (78.55')
(N57°08'11
"E)
(57.12
')
(N50
°56
'50
"E)
(357.89
')
n=
0 4
(53
.88'
)
A
=2
6 °
0 0
'
1 0
"
R
=2
6 0
.
0 0
'
PROPOSED STORMDRAINFOR TRACT 32860-1

STORM DRAIN RECHARGEAREA AS SHOWN ONAPPROVED PLANS
UP

DNDN DN
New CMU Fence 7' tall
New CMUFence 3' tall with Wrought 3' Iron over
New CMU Fence 7' tall
New CMU Fence 7' tall
New CMU Fence 6' tall
Fencing Notes:• All new CMU Fences height indicators are above Finish Grade.• Provide Expansion Joints at 20' on center - Typical• CMU is Natural Dark Gray Color• New CMU Fence 6' tall
New CMU Fence 6' tall
New CMU Fence 6' tallBack Face along Property Line
New CMU Fence 6' tall
New CMU Fence 6' tall
Access Gate:Double 10' wide x 6' tall Wrought Iron Prime and Paint Forest GreenProvide Lockset and 30' - 0"
18' - 6 1/8"
59' - 7"
See Civil Drawings for dimension control
68' - 0"
4' - 0"
To Face of CMU Wall
Trash Shelter
6" CMU Wall with Veneer6" CMU Wall with Veneer
(12) 68' Long Sections of 6' Tall CMU Walls with Veneer (3) 68' Long Sections of 6' Tall CMU Walls with Veneer
324' - 2 5/8"
(11) 68' Long Sections of 6' Tall CMU Walls with Veneer 69' - 10 7/8" 69' - 10 7/8"
(13) 68' Long Sections of 6' Tall CMU Walls with Veneer(2) 68' Long Sections of 6' Tall CMU Walls with Veneer (5) 68' Long Sections of 6' Tall CMU Walls with VeneerVerify Civil Engineer's Dimension Control of 61' 3 7/8" set back from Street Center Line 61' - 3 7/8"
L-1 L-2 L-3
L-24
L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13
L-25 L-26 L-27 L-28 L-29 L-30 L-31 L-32 L-33 L-34 L-35 L-36 LandscapedArea
L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 L-22 L-23
Bath House 1 Pools 1
Bath House 2
Clubhouse
Pond
Retention Basin
Retention Basin 1
Driving Range
Chip Course
Retention Basin 2
Chianti Drive
Concordia Drive
Clarit Drive
Administration Building
Maintenance Building
Tyler Street
RV Storage Yard
L-37
L-38
L-39
L-40
L-41
L-42
L-49
L-48
L-47
L-53
L-52
L-51
L-50
L-43
L-44
L-45
L-46
L-54
L-55
L-56
L-57
L-58
L-59
L-60
L-61
L-62
L-63
L-64
L-65
L-66
L-67
L-68
L-69
L-70
L-71
L-72
L-73
L-74
L-75
L-76
L-77
L-78
L-79
L-80
L-81
L-82
L-83
L-84
L-85
L-86
L-87
L-88
L-89
L-90
L-91
L-92
L-93
L-94
L-95
L-96
L-97
L-98
L-99
L-100
L-101
L-102
L-103
L-104
L-105
L-106
L-107
L-108
L-109
L-110
L-111
L-112
L-113
L-114
L-115
L-116
L-117
L-118
L-119
L-120
L-121
L-122
L-123
L-124
L-125
L-130
L-129
L-128
L-127
L-126
L-135
L-134
L-133
L-132
L-131
L-140
L-139
L-138
L-137
L-136
L-141
L-142
L-143
L-144
L-145
L-146
L-147
L-148
L-149
L-150
L-151
L-152
L-153
L-154
L-155
L-156
L-157
L-158
L-160
L-161
L-162
L-163
L-164
L-159
L-165
L-166
L-167
L-168
L-169
L-170
L-171
L-172
L-173
L-174
L-175
L-176
L-177 L-178
L-179L-180L-181L-182L-183L-184L-185L-186

DOUBLE LAYER OF REINFORCEMENTSINGLE LAYER OF REINFORCEMENT CORNER

WALL END OR OPENING
ALT. CORNER
CORNER
ALT. CORNER

INTERSECTION
X
X
X
X
X
XX
X
2 #5's

CORNER BARS SAME SIZE, SPACING AS HORIZONTAL REINFORCING (TYPICAL) X=50 BAR DIAMETERS IN MASONRY (WALLS, BEAMS, FOUNDATIONS, ETC.)X=40 BAR DIAMETERS IN CONCRETE

SEE SECTIONSFOR REINFORCING
#6
2-#5 VERT. MIN.#3X18" @ 8" OC@ #7 VERT. &LARGER, SEE PLANS #6
#6

SEE SECTIONS
2-#5 FOR REINFORCING

WALL END OR OPENING

INTERSECTION
NOTES:FOR CMU CONSTRUCTION AT CORNERS AND INTERSECTIONS OMIT END AND FACE SHELLS TO ALLOW GROUT TO FLOW BETWEEN CMU CAVITIES 2-#5
2-#5 VERT. MIN.#3X18" @ 8" OC@ #7 VERT. &LARGER, SEE PLANS

CORNER BARS SAME SIZE, SPACING AS HORIZONTAL REINFORCING (TYPICAL)

SPLICES TYPICAL REINFORCING BAR DETAILS

HOOKS & BENDS
50d FOR MASONRY
d2'-0" MIN LAP
12d
40d FOR CONCRETE
D=10d FOR #14 & #18D: DIAMETER OF BEND (MINIMUM)d=BAR DIAMETERD=6d FOR #2 TO #8 INCLUSIVED=8d FOR #9, 10 & 11 1\ d
1\" MIN.

D D
d6
1 d
D
4" MIN
6d
6d OR
4" MIN.

MAX OFFSET BEND
#14 & #18 BARS SHALL BE BEND-TESTED
GOVERNING EDITION.ACI-318 CODE

ALL BENDS SHALL BE MADE COLDAND APPROVED PRIOR TO BENDING

2. TIE OR STIRRUP
NOTE: FOR "D" ETC. SEE
D
1 6
NOTES:1.
135° HOOK
3' - 0" 3' - 4" 10"
1 1/4"
1' - 5"
4"
4"
Property Line
6x8x16 Split Face BlockNatural Tan Color6x8x16 Smooth Face BlockNatural Gray ColorControl Joints at 20' oc Finish Grade
Footing dimensions and reinforcing - See City Standard DetailsWrought Iron pickets1.5" sq @ 4" ocPaint Forrest Green Wrought Iron horizontals with leggs @ 4' oc aligned into metal sleevesMetal sleeves embed in concrete by 2 courses Level 1
0"
3' - 4" 3' - 0"
3' - 0"
10"
Finish Grade
19' - 7"
9' - 9"
5' - 8"
6' - 0"
1' - 0"
4"
Access Drive
3' - 8"30" concrete footing pier Provide 6 #4's verticals - See Gate Manufacturer's Details for dimensions
2' - 6"
Wrought Iron Fence overCMU Fence
3' - 0" 3' - 4" 10"
2' - 5"
4"
4"
Civil Sheet Dimension Line Control
6x8x16 Split Face BlockNatural Tan Color6x8x16 Smooth Face BlockNatural Gray ColorControl Joints at 20' oc Finish Grade
Footing dimensions and reinforcing - See City Standard Details Concrete Fill Crown 6x4x16 Fluted CMU Cap
Natural Tan ColorSmooth River Rock Veneeras by Coronado StoneInstall per manufacturer's Recomendations Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.

As indicated
5/29/2018 12:27:10 PM A103
FENCES
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1" = 80'-0" 1 Site Plan - All Phases FENCES
1" = 1'-0" 2 Reinforcing - Plan Layouts1" = 1'-0" 3 Reinforcing - Rebar Details 1/2" = 1'-0" 4 Fence with Wrought Iron
1/4" = 1'-0" 5 Access Gate
1/2" = 1'-0" 8 6' CMU Wall with Veneer
1/2" = 1'-0" 9 Coronado River Rock Veneer
No
. Description Date
20 Item 2.

L-1 L-2 L-3
L-24
L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13
L-25 L-26 L-27 L-28 L-29 L-30 L-31 L-32 L-33 L-34 L-35 L-36 Retention Basin 1
Driving Range
Chianti Drive
Concordia Drive L-37
L-38
L-39
L-40
L-41
L-42
Pond
Retention Basin
Retention Basin 1
Driving Range
Retention Basin 2
Chianti Drive
Concordia Drive
Administration Building
Tyler Street
L-49
L-48
L-47
L-53
L-52
L-51
L-50
L-43
L-44
L-45
L-46
L-54
L-58
L-59
L-60
L-61
L-62
L-173
L-174
L-175
L-176
L-177 L-178
L-179L-180L-181L-182
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 20'-0"
5/29/2018 12:27:29 PM A104
RV Park
Partial Site
Plan
Southwest
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1" = 20'-0"
1 Site Plan - Southwest
No
. Description Date
21 Item 2.

N39°02'52"
W
513
.62'
N50°57'08"E 104.11'
L=26.53' R=30.00'
∆=50°39'58"
N89°42'51"W 1284.93'

POSSIBLE ABANDONED IRRIGATION LINES

POSSIBLE ABANDONED IRRIGATION LINES
W
D
LandscapedArea
L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 L-22 L-23 L-10 L-11 L-12 L-13 L-33 L-34 L-35 L-36
Bath House 1 Pools 1
Driving Range
Clarit Drive
Maintenance Building
L-40
L-41
L-42
L-9L-32
LandscapedArea
Bath House 1 Pools 1
Pond
Driving Range
Clarit Drive
Maintenance Building
L-49
L-48
L-47
L-59
L-60
L-61
L-62
L-63
L-64
L-65
L-66
L-67
L-68
L-69
L-70
L-71
L-72
L-73
L-74
L-75
L-76
L-77
L-78
L-79
L-80
L-81
L-82
L-83
L-84
L-85
L-86
L-87
L-88
L-89
L-90
L-91
L-92
L-93
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 20'-0"
5/29/2018 12:28:02 PM A105
RV Park
Partial Site
Plan
Southeast
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1" = 20'-0"
1 Site Plan - Southeast
No
. Description Date
22 Item 2.

DN
DN
DN
5 A103
Clubhouse
Chip Course
L- Retention Basin 2
54 L-55
L-56
L-57
L-96
L-97
L-98
L-99
L-100
L-101
L-102
L-103
L-104
L-105
L-106
L-107
L-108
L-109
L-110
L-111
L-112
L-113
L-114
L-135
L-134
L-133
L-140
L-139
L-138
L-137
L-136
L-141
L-142
L-143
L-144
L-145
L-146
L-147
L-148
L-150
L-151
L-152
L-153
L-154
L-155
L-156
L-157
L-158
L-160
L-161
L-162
L-163
L-164
L-159
L-165
L-166
L-167
L-168
L-169
L-170
L-171
L-172
L-183 L-184 L-185 L-186
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760
-902
-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 20'-0"
5/29/2018 12:28:42 PM A106
RV Park
Partial Site
Plan
Northern
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1" = 20'-0"
1 Site Plan - Northern
No
. Description Date
23 Item 2.

W
D
RV Storage Area
Bath House 2
RV Storage Yard
L-114
L-115
L-116
L-117
L-118
L-119
L-120
L-121
L-122
L-123
L-124
L-125
L-130
L-129
L-128
L-127
L-126
L-132
L-131
L-148
L-149
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 20'-0"
5/29/2018 12:28:51 PM A107
RV Park
Partial Site
Plan
Northern Tip
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1" = 20'-0"
1 Site Plan - Northern Tip
No
. Description Date
24 Item 2.
- - A108 2 ------ A507 2
14' - 0" 18' - 0" 14' - 0" 28' - 0" 4' - 0"
6' - 0"6' - 0"6' - 0"
Level 1
0"
Level 2
14' - 0"
20' - 0"
18' - 0" 14' - 0"
4' - 0"
Level 3
26' - 0"
Grade -1' - 0"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/8" = 1'-0"
5/29/2018 12:28:53 PM A108
Main Entry
Plan and
Elevations
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/8" = 1'-0" 1 Main Entry Plan 1/8" = 1'-0" 2 Elevation - Front of Main Entrance No
. Description Date
25 Item 2.

M.B. 401/79-88
M.B. 401/79-88
63 64
65 66
67 68
69 (S89°42'29"E)
(796.87')
(
N00°
17'3
1"E
)
(S89°42'29"E)
(N
00°03'08"W
)
(120.00')
(976.99')
(N45
°17
'31
"E)
(32.53
')
(S89°42'29"E)
(78.55')
(57.12
')
(357.89
')
4 (53
.88'
)
A
=2
6 °
0 0
'
1 0
"
R
=2
6 0
.
0 0
'
PROPOSED STORMDRAINFOR TRACT 32860-1

STORM DRAIN RECHARGEAREA AS SHOWN ONAPPROVED PLANS
UP
Townhouses100 Units2 bedroom units
Hotel200 RoomsPlusLarge Meeting Room
RV Park188 Units
Bldg ABldg BBldg C
Bldg E Bldg F
Bldg D
Bldg G Bldg H Bldg J Bldg K
Bldg N
Bldg L Bldg M
Bldg P
Bldg Q
Bldg R
Bldg S
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 30'-0"
5/29/2018 12:29:01 PM A109
Site Plan -
Town
Houses and
Hotel
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1" = 30'-0"
1 Site Plan - Townhouses and Hotel
No
. Description Date
26 Item 2.
(1/1614
'0)+0''4+0)
No. 7070
PHILLIP K. FOMOTOR

CI L ENSED LAND SURVEYOR STA TE OF CA L FI ORN AI
TENTATIVE TRACT MAP 37040
27 Item 2.
28 Item 2.
29 Item 2.
30 Item 2.
31 Item 2.
32 Item 2.
33 Item 2.
34 Item 2.

Bldg A
Bldg B
Bldg C
Bldg E Bldg F
Bldg D
Bldg G Bldg H Bldg J Bldg K
Bldg N
Bldg L Bldg M
Bldg P
Bldg Q Bldg R
Bldg S
Health Club
Tyler Street Main Entry
Parking
Lot on
grade
30'-0"
Landscaped
Area

CITY OF COACHELLA, CALIFORNIA
LANDSCAPE PLANS FOR:

S H E E T
SCALE:

REVISION

L A N D S C A P E D E S I G N

DESERT MODERN
LANDSCAPE ARCHITECTURAL SERVICES BY:

TRACT MAP 37040
L-1.0
04-18-17

MASTER LANDSCAPE PLAN
80'
SCALE 1"=40'
0' 40' 120' 160'
1"=40'-0"
35 Item 2.

LANTANA 'NEW GOLD' - YELLOW LANTANA

CITY OF COACHELLA, CALIFORNIA
LANDSCAPE PLANS FOR:

S H E E T
SCALE:

REVISION

L A N D S C A P E D E S I G N

DESERT MODERN
LANDSCAPE ARCHITECTURAL SERVICES BY:

TRACT MAP 37040
L-1.1
04-18-17

LANDSCAPE PLAN
20'
SCALE 1"=10'
0' 10' 30' 40'
MATCHLINE "A" SEE THIS SHEET MATCHLINE "A" SEE THIS SHEET TYLER STREET MATCHLINE "A" SEE THIS SHEET

TYLER STREET

TYLER STREET

PHOENIX DACTYLIFERA - DATE PALMS WASHINGTONIA HYBRID - FAN PALM CHAMAEROPS HUMILIS

PROSOPIS HYBRID 'PHOENIX' MUHLENBERGIA CAPILARIS
LEUCOPHYLLUM 'GREEN CLOUD' ROSMARINUS O. 'PROSTRATUS' CARISSA 'GREEN CARPET'

HESPERALOE PARVIFOLIA
1"=10'-0"
36 Item 2.

Bldg Q Bldg R
Bldg S
Health Club

CITY OF COACHELLA, CALIFORNIA
LANDSCAPE PLANS FOR:

S H E E T
SCALE:

REVISION

L A N D S C A P E D E S I G N

DESERT MODERN
LANDSCAPE ARCHITECTURAL SERVICES BY:

TRACT MAP 37040
L-1.2
04-18-17

LAKE LANDSCAPE PLAN
40'
SCALE 1"=20'
0' 20' 60' 80'
DETAILED OPEN SPACE / 1"=20'-0"
37 Item 2.

Bldg E Bldg F

CITY OF COACHELLA, CALIFORNIA
LANDSCAPE PLANS FOR:

S H E E T
SCALE:

REVISION

L A N D S C A P E D E S I G N

DESERT MODERN
LANDSCAPE ARCHITECTURAL SERVICES BY:

TRACT MAP 37040
L-1.3
04-18-17

LANDSCAPE PLAN
20'
SCALE 1"=10'
0' 10' 30' 40'
DETAILED 1"=10'-0"
38 Item 2.

DN
DN
DN
A207
3 A207
5 A208
1 A208
2 A207
2 50' - 0"
50' - 0"
15'
-
1 7/8"
54'
- 0 3/4"
13' - 6 3/4"
Bar Area Kitchen
dirty
clean
trash
trash pick up
MainEntry
Restrooms
Snack Bar
Library
GalleryCovered Patio
Support
Stag or Pit
Stands
2 A209
5 A209
5 A209
4 A209
4 A209
50'
- 0"
32'
- 0"
18' - 0"
8' - 0"
22' - 0"
16'
- 0"
20'
- 0"
18'
- 3"
10'
- 5"
19'
-
7"
20'
- 0"
8"
8"
18' - 3"
8"
10' - 0"
32'
- 0"
2' High Hot Tub withvanishing edges water lines
Pool:1'-6" Tanning ShelfPool:5'-6" Deep
1' - 0 1 " ' - 0"
9 0
.
00 °
2 A205
2 A205
Club House
L-103
L-151
L-152
L-157
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/8" = 1'-0"
5/29/2018 12:29:23 PM A201
Clubhouse
Site Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/8" = 1'-0" 1 Clubhouse Site Plan
No
. Description Date
39 Item 2.

DN
DN
DN
A207
3 A207
5 A208
1 A208
2 A207
2 50' - 0"
13' - 6 3/4"
Bar Area
Kitchen
dirty
clean
trash
MainEntry
Covered Patio
Support
Stage or Pit
Stands
2 A209
20' - 8 1/8"
54'
- 0 3/4"
7'
- 7 3/4"
21 '
-
8 5/8"
R
76'
-
2 3/4"
R
81'
-
2 3/4"
1 A209
1 A209
3 A208
3 A208
Library
Rest Room
Snack Bar
Dining Room
Kitchen
3 A209
3 A209
At grade
-1' - 0"
0"
1' - 0"
2' - 0"
3' - 0"
-2' - 0"
-3' - 0"
-4' - 6"
At 1st Floor Level
Club House
96 98
99 100
912
CH-1
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:29:37 PM A202
Clubhouse
Floor Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Clubhouse Floor Plan
No
. Description Date
40 Item 2.
2 A209
2 A209
22' - 0"
22' - 0"
5 A209
5 A209
4 A209
4 A209
2 A205
Club House
L-152
Level 1
0"
2' - 11 1/4" 5' - 6"
8"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.

As indicated
5/29/2018 12:29:42 PM A205
Clubhouse
Sails Plan
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/8" = 1'-0" 1 Clubhouse Sails Plan
1/4" = 1'-0" 2 Clubhouse Pools Section
No
. Description Date
41 Item 2.

Level 1
0"
Level 1
Grade 0" -1' - 0"
9' - 6 1/8"
Level 1
0"
Level 1
0"
Level 1
0"
Level 1
0"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
3/16" = 1'-0"
5/29/2018 12:30:03 PM A207
Clubhouse
Elevations
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
3/16" = 1'-0" 2 Clubhouse South Elevation
3/16" = 1'-0" 3 Clubhouse West Elevation
3/16" = 1'-0" 5 Clubhouse Southeast Elevation
No
. Description Date
42 Item 2.

Level 1
0"
Level 1
0"
4 A209
Level 1
0"
Level 1
0"
Level 1
Grade 0" -1' - 0"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
3/16" = 1'-0"
5/29/2018 12:30:16 PM A208
Clubhouse
Elevations
and Building
Sections
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
3/16" = 1'-0" 1 Clubhouse East Elevation3/16" = 1'-0" 2 Clubhouse North Elevation3/16" = 1'-0" 3 Clubhouse Building Section AA No
. Description Date
43 Item 2.

Level 1
0"
Level 1
0"
1' - 6"
4' - 0"
4' - 0"
4' - 0"
10' - 0" 4' - 6"
28' - 0"
Level 1
0"
Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0" 4
A209
Level 1
0"
Pools by Separate Design Build
Level 1
0"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.

As indicated
5/29/2018 12:30:21 PM A209
Clubhouse
Building
Sections
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
3/16" = 1'-0" 1 Clubhouse Building Section BB1/4" = 1'-0" 2 Clubhouse Amphitheater Section 1/4" = 1'-0" 3 Clubhouse Building Section CC 3/16" = 1'-0" 4 Clubhouse Pool Area Sails 3/16" = 1'-0" 5 Clubhouse Parking Sails No
. Description Date
44 Item 2.

W
D
Bath House 1
Pools 1
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/8" = 1'-0"
5/29/2018 12:30:31 PM A301
Bath House
1 Site Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/8" = 1'-0" 1 Bath House 1 - Site Plan
No
. Description Date
45 Item 2.

W
D
A305
6 5 A305
6' - 9 1/4"
3' - 1"
3"
3'
- 4 3/4"
3"
1'
- 6"
10' - 3" 10' - 2 7/8" 10' - 2 7/8" 10' - 2 7/8" 10' - 2 7/8" 10' - 10 3/8" 1' - 0 3/8"

EQ EQ EQ EQ EQ EQ
1' - 0 3/8" 1' - 0 3/8" 1' - 0 3/8"
3"
3' -
4 3/4"
3"
1 ' -
6"
1' - 0 3/8" 1' - 0 3/8" 1' - 0 3/8" 1' - 0 3/8"
4 A306 - - - 6" 1' - 6" 1 1' - 0" A306 2 A306 3 A306
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:30:33 PM A303
Bath House
Floor and
Ceiling
Plans
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 2 Bath House 2 - Floor Plan
No
. Description Date
46 Item 2.
6'
- 0" 6' - 0"
EQ
EQ
4 A306
7' - 6"
7' -
6"
10 1/8"
1 A306
1 A306
2 A306
3 A306
3 A306
4 A306
4 A306
1 A306
1 A306
2 A306
2 A306
3 A306
3 A306
Bath House 2
L-126
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:30:35 PM A304
Bath House
Roof Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 2 Bath House 2 - Roof Plan1/4" = 1'-0" 3 Bath House 2 Trellis Plan No
. Description Date
47 Item 2.

Level 1
Grade 0" -1' - 0"
Level 1
Grade 0" -1' - 0"
Level 1
Grade 0" -1' - 0"
Level 1
0"
Level 1
0"
Level 1
0"
1 A306
Level 1
0"
Level 1
0"
2 A306
3 A306
Level 1
0"
2 A306
3 A306
Level 1
0"
1 A306
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:30:54 PM A305
Bath House
Elevations
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Bath House 1 - South Elevation
1/4" = 1'-0" 2 Bath House 1 - North Elevation 1/4" = 1'-0" 3 Bath House 1 - East Elevation1/4" = 1'-0" 4 Bath House 1 - West Elevation 1/4" = 1'-0" 5 Bath House 2 - South Elevation 1/4" = 1'-0" 6 Bath House 2 - West Elevation 1/4" = 1'-0" 7 Bath House 2 - East Elevation 1/4" = 1'-0" 8 Bath House 2 - North Elevation No
. Description Date
48 Item 2.

Level 1
0"
Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
2 A306
3 A306
A307
2 A307
3 A307
4 1' - 0" 10' - 0"
3' - 0"
6' - 2 1/2"
3' - 2 3/4" 1' - 0" 10' - 0"
14' - 10 3/4"
2' - 11 3/4" 3' - 2 3/4" 1' - 0" 10' - 0" 8" Level 1 0" Level 10" Level 2 14' - 0" Level 2 14' - 0" 1 A306
Level 1
0"
Level 1
0"
1 A306
A307
1 Level 1
0"
Level 1
0"
3' - 2 3/4" 10" 10' - 2"
14' - 2 3/4"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:30:59 PM A306
Bath House
Building
Sections
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Bath House 2 - Building Section 1 1/4" = 1'-0" 2 Bath House 2 - Building Section 2 1/4" = 1'-0" 3 Bath House 2 - Building Section 3 1/4" = 1'-0" 4 Bath House 2 - Building Section 4 No
. Description Date
49 Item 2.

A405
2 3 A405
A405
4 A405 1
1 A406
1 A406
2 A406
2 A406
A408
1 A408
10 A408 16
A408
5 12
9 1413
15 11
8 6
7 4
2 3
Work Shop
Maint. Office 2
Maint. Rest Room
Maint. Office 1
Landscaped Area
L-23
Maintenance Building
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:31:02 PM A402
Maintenance
Building
Floor Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Maintenance Building - Floor Plan
No
. Description Date
50 Item 2.
1 A406
1 A406
2 A406
2 A406
L-23
Maintenance Building
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:31:06 PM A403
Maintenance
Building
Roof Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Maintenance Building Roof Plan
No
. Description Date
51 Item 2.

Level 1
0"
1 A406
14' - 0" 8' - 3 3/4"
14' - 0"
20' - 0" 3' - 0"
7' - 0"
Level 1
0"
Level 1
0"
2 A406
14' - 0"
14' - 0"
16' - 0"
3' - 0"
7' - 0"
3' - 0"
7' - 0"
16' - 11"
2' - 0" 14' - 0"
Level 1
0"
Level 1
0"
1 A406
Level 1
0"
Level 1
0"
2 A406
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:31:25 PM A405
Maintenance
Building
Elevations
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Maintenance Building - West Elevation 1/4" = 1'-0" 2 Maintenance Building - South Elevation 1/4" = 1'-0" 3 Maintenance Building - East Elevation
1/4" = 1'-0" 4 Maintenance Building - North Elevation
No
. Description Date
52 Item 2.
7' - 5 1/2"
A506
1 1 A507
A506
2 A507 2
Gift Shop
Reception
Men's
Restroom 1
Women's
Restroom 1
Room
Manager Office
Accounting
Administration
1 A508
1 A508
2 A508
2 A508
Wine Gallery
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:31:28 PM A502
Admin
Building
First Floor
Plan
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Administration Building - First Floor Plan No
. Description Date
53 Item 2.
60' - 0"
32' - 0"
120' - 0"
38' - 0"
120' - 0"
52' - 6" 17' - 6" A506 1
1 A507
A506
2 A507 2
Administration Building
L-178
OfficeOffice
Office
Men's
Restroom 2
Women's
Restroom 2 Viewing Room
1 A508
2 A508
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:31:29 PM A503
Admin
Building
Second
Floor Plan
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Administration Building - Second Floor Plan No
. Description Date
54 Item 2.

Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Grade -1' - 0"
1' - 0"
1' - 6"
14' - 0" 12' - 0" 1' - 6"
27' - 6"
11' - 0" 9' - 0"
2 A508
Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Grade -1' - 0"
12' - 0" 14' - 0"
2 A508
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:31:35 PM A506
Admin
Building
Elevations
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Admistration Building - North Elevation1/4" = 1'-0" 2 Administration Building - South Elevation No
. Description Date
55 Item 2.

Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Grade -1' - 0"
Trash Shelter
27' - 6"
6' - 0" 3' - 0"
1 A508
Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Grade -1' - 0"
1' - 6" 12' - 0" 14' - 0" 1' - 0" 6"
14' - 0"
1 A508
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:31:40 PM A507
Admin
Building
Elevations
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Administration Building - East Elevation 1/4" = 1'-0" 2 Administration Building - West Elevation No
. Description Date
56 Item 2.

Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Grade -1' - 0"
2 A508
A509
A509 1
2 Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Grade -1' - 0"
1 A509 A508
2 Sim
A509
3 Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:31:44 PM A508
Admin
BuildingBuilding
Sections
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Administration Builidng Section AA1/4" = 1'-0" 2 Administration Building Section BB No
. Description Date
57 Item 2.

RV Park
188 Units
30' - 0"30' - 0"
L-1 L-2 L-3
L-23
L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13
L-24 L-25 L-26 L-27 L-28 L-29 L-30 L-31 L-32 L-33 L-34 L-35 LandscapedArea
L-14 L-15 L-16 L-17 L-19 L-20 L-21 L-22 L-18
Bath House 1
Pools 1
Bath House 2
Clubhouse
Pond
Retention Basin
Retention Basin 1
Driving Range
Chip Course
Retention Basin 2
Chianti Drive
Concordia Drive
Clarit Drive
Administration Building
Maintenance Building
Tyler Street
RV Storage Yard
L-37
L-38
L-39
L-40
L-41
L-42
L-49
L-48
L-47
L-53
L-52
L-51
L-50
L-43
L-44
L-45
L-46
L-54
L-55
L-56
L-57
L-58
L-59
L-60
L-61
L-62
L-63
L-64
L-65
L-66
L-67
L-68
L-69
L-70
L-71
L-72
L-73
L-74
L-77
L-78
L-79
L-80
L-81
L-82
L-83
L-84
L-85
L-86
L-87
L-88
L-89
L-90
L-91
L-92
L-93
L-94
L-100
L-101
L-102
L-103
L-104
L-105
L-106
L-107
L-108
L-109
L-110
L-111
L-112
L-113
L-114
L-115
L-116
L-117
L-118
L-119
L-120
L-121
L-122
L-123
L-127
L-128
L-132
L-131
L-130
L-129
L-137
L-136
L-135
L-134
L-133
L-142
L-141
L-140
L-139
L-138
L-143
L-144
L-146
L-147
L-148
L-149
L-150
L-151
L-152
L-153
L-154
L-155
L-161
L-162
L-163
L-164
L-167
L-168
L-169
L-170
L-171
L-172
L-173
L-174
L-175
L-178
L-179
L-180
L-181L-182L-183L-184L-185L-186
18' - 0"
L-36
L-75
L-76
L-96
L-97
L-98
L-99
L-95
L-124
L-125
L-126
L-165 L-145
L-156
L-157
L-158
L-160
L-159
L-166
L-176
L-177
L-187
L-188
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 50'-0"
5/29/2018 12:32:05 PM A601
RV Park
Lots and
Casitas Site
Plan Key
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1" = 50'-0"
2 Site Plan - RV Park
No
. Description Date
58 Item 2.
5' - 0"
2' - 0"
10' - 0" 10' - 0"
20' - 0"
5' - 0" 44' - 0" 6' - 0"
20' - 0"
10' - 0" 10' - 0"
1 3/8"
1 3/8"
9' - 2 1/2" 26' - 9 1/2"
25' - 0"
6' - 0"
25' - 0"
26' - 2 3/4"
Rear Patio:105 SFConcrete
1/8" / 1'-0" Salt Finish Natural Color
1/8" / 1'-0"
RV Parking:750 SFConcrete 4" thickSalt FinishNatural ColorSee Civil for Grades andDrainage details Living Area:521 SFConcrete 5" thickReinforcing: #4's @ 16" OC E.W. Smooth Finish To receive Ceramic Tile Rear Patio:232 SFConcrete 5" thickReinforcing: #4's @ 16" OC E.W.Smooth Finish Natural Color Driveway and Walkway:325 SFSee Civil for Grades andDrainage details 50' - 0"
15' - 0"
5' - 0" 5' - 0"
4' - 8" 5' - 4"
3' - 0" 3' - 0"
3' - 0" 3' - 0"
1 Hour Fire Wall
Solid Core Door:20 Minute Labelw/ Self Closure
3/4" / 1'-0"
1/4"
/ 1'
-0"
3/4" / 1'-0"
3/4" / 1'-0"
One 5 "Step UpContrast Color 2" Paint Strip at Nose
CJ
CJ
25' - 0" 15' - 0"
50' - 0"
55' - 0"
1 A604
1 A604
L-178
1 A604
1 A604
5' - 0"
1' - 9" 10' - 0" 10' - 0" 1' - 9"
44' - 0"
EQ EQ
3' - 0"
1' - 9"
1' - 9"
8' - 0" 1' - 9" 6' - 0"
1' - 9" 6' - 0"
2' - 0" 20' - 0"
2' - 0" 20' - 0" 2' - 0"
2' - 0" 6' - 0"
1' - 9"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:32:09 PM A602
Casita Floor
Plan
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Casita Floor Plan1/4" = 1'-0" 2 Casita Roof Plan 1/4" = 1'-0" 3 Casita Canopy Plan 1/4" = 1'-0" 4 Casita Ceiling Plan
No
. Description Date
59 Item 2.

Level 1
0"
Level 1
0"
Level 1
0"
Level 1
0"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:32:17 PM A603
Casita
Elevations
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Casita RV Side Elevation1/4" = 1'-0" 2 Casita Front Elevation 1/4" = 1'-0" 3 Casita Rear Elevation
1/4" = 1'-0" 4 Casita Side Elevation
No
. Description Date
60 Item 2.

M.B. 401/79-88
63 64
65 66
67 68
69 (78.55')
(57.12
')
(357.89
')
4 (53
.88'
)
A
=2
6 °
0 0
'
1 0
"
R
=2
6 0
.
0 0
'
N89°42'51"W 1284.93'

LINE PROLONGED TO PL

POSSIBLE ABANDONED IRRIGATION LINES

POSSIBLE ABANDONED IRRIGATION LINES
UP
Townhouses100 Units2 bedroom units
Hotel SiteRV Park188 Units
Bldg ABldg BBldg C
Bldg E Bldg F
Bldg D
Bldg G Bldg H Bldg J Bldg K
Bldg N
Bldg L Bldg M
Bldg P
Bldg Q
Bldg R
Bldg S
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 30'-0"
5/29/2018 12:32:25 PM A801
TH - Site
Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1" = 30'-0" 1 Site Plan - Townhouses
No
. Description Date
61 Item 2.

Level 1
0"
Level 1
0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 4
38' - 0"
Level 5
50' - 0"
Level 5
50' - 0"
Level 6
62' - 0"
Level 6
62' - 0"
Level 7
74' - 0"
Level 7
74' - 0"
Level 8
86' - 0"
Level 8
86' - 0"
Level 9
98' - 0"
Level 9
98' - 0"
Level 10
110' - 0"
Level 10
110' - 0"
Level 11
124' - 0"
Level 11
124' - 0"
Level 2A
11' - 4"
Level 2A
11' - 4"
Level 3A
23' - 0"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Roof 4A
34' - 8"
Solar PV
47' - 0"
Solar PV
Trellis 47' - 0"
43' - 8"
Grade
-1' - 0"
Grade
-1' - 0"
Roof H
136' - 0"
Roof H
136' - 0"
Trellis H
152' - 0"
Trellis H
152' - 0"
Level 1
0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 4
38' - 0"
Level 5
50' - 0"
Level 5
50' - 0"
Level 6
62' - 0"
Level 6
62' - 0"
Level 7
74' - 0"
Level 7
74' - 0"
Level 8
86' - 0"
Level 8
86' - 0"
Level 9
98' - 0"
Level 9
98' - 0"
Level 10
110' - 0"
Level 10
110' - 0"
Level 11
124' - 0"
Level 11
124' - 0"
Level 2A
11' - 4"
Level 2A
11' - 4"
Level 3A
23' - 0"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Roof 4A
34' - 8"
Solar PV
47' - 0"
Trellis
43' - 8"
Grade
-1' - 0"
Grade
-1' - 0"
Roof H
136' - 0"
Roof H
136' - 0"
Trellis H
152' - 0"
Trellis H
152' - 0"
Basement
-16' - 0"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760
-902
-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 20'-0"
5/29/2018 12:33:49 PM A802
TH - Overall
Elevations
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1" = 20'-0"
1 West - Town Houses and Hotel
1" = 20'-0"
3 North - Town Houses and Hotel
No
. Description Date
62 Item 2.

UP
2 AA51
AA52
1 ---- ---- ---- ----
78' - 0"
6' - 0"
2' - 4" 2' - 4"
2' - 4"
26' - 0" 28' - 0"
28' - 0" 4' - 0"
AA51 1
16' - 0" 12' - 0" 4' - 0"
12' - 0"
14' - 0"
3' - 1 1/2" 2' - 8"
3' - 1 1/2" 2' - 8" ---- ----
28' - 0"
Bldg A
Elevator Bldg A-B
2 1/2" 77' - 7" 2 1/2"
25' - 9 1/2" 26' - 0" 25' - 9 1/2"
3' - 0 5/8" 18' - 0" 4' - 8 3/4" 4' - 8 3/4" 18' - 0" 3' - 3 1/4" 4' - 8 3/4" 18' - 0" 3' - 0 3/4" 2 1/2" 27' - 7" 2 1/2"
26' - 0" 28' - 0" 28' - 0"
2' - 0" 1' - 4"1' - 4" 2' - 11 1/2" 25' - 9 1/2"
2 1/2" 12' - 9 1/2" 2' - 8" 10' - 4" 25' - 7" 2 1/2" 2' - 9 7/8" 9' - 0" 9' - 0" 4' - 9 1/8" 2 1/2" 18' - 0" Align Align Align
581 SF
A5 Garage
UNIT A-5
587 SF
A3 Garage
Unit A-3
581 SF
A1 Garage
Unit A-1
587 SF
A2 Garage
Unit A-2
574 SF
A4 Garage
Unit A-4
Building Slab 5"
4-4
2-4
5-41-43-4
20R @ 6 3/4"
3-3
3-2
5-3
12 12
5-2
1-2
2-3
2-2
1-3
4-2
4-3
12 12
12 12
1212
1212
12 12
12121212
1212
20R @ 6 3/4"20R @ 6 3/4"
20R @ 6 3/4"
R @ 6 3/4" 20
10 10
12R @ 6 3/4"
8R @ 6 3/4"
2 1/2" 3' - 1 1/2" 2' - 8" 21' - 9 1/2" 2 1/2"
2 1/2" 13' - 0 5/8" 2' - 8" 7' - 8 1/8" 2' - 4 3/4" 2 1/2" 54' - 0"
2 1/2" 3' - 1 1/2" 2' - 8" 21' - 6 1/4" 2 1/2" 4' - 9 1/8" 18' - 0" 3' - 3 5/8" 2 1/2" 6' - 0" 4' - 1 1/2" 8" 2' - 9 5/8" 2 1/2" 2' - 0" 1' - 4"
2' - 6" 5' - 1 1/8"
78' - 0"
4' - 3 3/8" 4' - 3 3/8" 9 1/2" 4' - 3 3/8"
13' - 5 3/4" 26' - 0"
4' - 3 3/8"
6' - 0"6' - 0"
6' - 0"
5' - 6 7/8"
18' - 7 7/8"18' - 7 7/8"18' - 7 7/8"
68 SF
Garage Stairway
Unit A-1
68 SF
Garage Stairway
Unit A-3
68 SF
Garage Stairway
Unit A-5
68 SF
Garage Stairway
Unit A-2
68 SF
Garage Stairway
Unit A-4
Building Slab 5"
Overhangs from above
Overhangs from above
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:33:54 PM AA10
Building A
First Floor
Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Building A First Floor Plan
Building A Floor Schedule
List Building Mark Area Volume Perimeter
Default
Thickness
1 Building A Garage Slab A1 A3 A5 2140 SF 891.67 CF 210' - 4" 5"1 Building A Garage Slab A2 A4 1423 SF 593.01 CF 170' - 4" 5" No
. Description Date
63 Item 2.

DN
UP
DN
DW
44' - 0"
3' - 7 3/4"
26'
-
0"
6'
-
2 7/8"
26'
-
0"
3 '
-
6 "
3'
-
6"
3' - 0" ---- ---- 8' - 0"
7' - 7 1/2" 2' - 6"
Unit A-1Unit A-3
Unit A-5
Unit A-2Unit A-4
3' - 0" 5 3/8"
1' - 6"
8'
-
0"
Large CustomEntry Door
Art WallsTravertine or Conc. Panels
5Dining
5Great Room
5Foyer
5Powder
5Stairway Garden
5Kitchen
5Pantry 5Stair to Garage
5Veranda
Glass Stairway
5 Foot Concrete Wallwith Planter Inserts
5 Foot Concrete Wallwith Planter Inserts
3'
-
0"
4'
-
0"
EQ EQ
1' - 6" 1' - 6"
AA61 1
A5K1
2 A5K3
Range and Microwave
Sink
Refrig
Wall Cabinetsand Work Counter
Hot Tub
Spillway and Overflow
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:33:57 PM AA20
Building A
Second
Floor Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Building A Second Floor Plan
No
. Description Date
64 Item 2.

UP
W
W
4" 4"4"
2' - 6" ---- ----
12' - 7 5/8" 12' - 7 5/8"
1' - 2"
5' - 4 3/4"
4' - 0"
1' - 6"
1' - 6" 3' - 0 1/8"
4' - 0"
6' - 0 1/8" -- 6 - a - 1 - c -
1 -b -
1 -d
5MBed 1
5MCls 2 5MBed 2
5MBath 2
5MBath 1
5Hall
5Linen
5Study
5MCls 1
5Laundry
5Balcony
Unit A-1Unit A-3
Unit A-5
Unit A-2
Unit A-4
7' - 0"
5-20
5-26
5-23 5-21
5-25
5-28
5-27
5-24
5-22
3Study
3MBath 1
3MBed 1
3MClos 1
3Laundry
3Hall
3Clos 2
3MBath 2
3MBed 2
1' - 6"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:34:00 PM AA30
Building A
Third Floor
Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Building A Third Floor Plan
No
. Description Date
65 Item 2.

DN
2 AA51
AA52
1 ---- ---- AA52 2 AA51 1 - ---- ---- -- 6 - a - 1 - c - 1 -b -
1 -d
Unit A-1Unit A-3Unit A-5
Unit A-2Unit A-4
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:34:02 PM AA40
Building A
Roof Plan
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Building A Roof Plan
No
. Description Date
66 Item 2.
2 AA51
AA52
1 ---- AA52
2 AA51 1
- 7' - 11 1/4"
3' - 6 7/8" 3' - 6 7/8" 3' - 6 7/8"
4' - 6 7/8" 5' - 0 1/4" 4' - 6 7/8"
3' - 6" 3' - 5" 3' - 4 3/4" 3' - 10 1/4"
7' - 11 1/4"
4' - 6 7/8" 5' - 0 1/4" 4' - 6 7/8"
4' - 6 7/8" 5' - 0 1/4" 4' - 6 7/8"
4' - 7 3/4"

EQ EQ EQ
4' - 7 3/4"
3' - 6" 4' - 7 5/8" 3' - 6"
Unit A-1Unit A-3
Unit A-5
Unit A-2Unit A-4
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760
-902
-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:34:04 PM AA45
Building A
Trellis Plan
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/4" = 1'-0"
1 Trellis Plan Bldg A
No
. Description Date
67 Item 2.

DN ---- ---- ---- EQ EQ Unit A-1 Unit A-3
Unit A-5
Unit A-2Unit A-4
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:34:07 PM AA46
Building A
Solar PV
Plan
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Solar Panel Plan Bldg A
No
. Description Date
68 Item 2.

Level 1
0"
Level 1
0"
Level 2A
11' - 4"
Level 2A
11' - 4"
Level 3A
23' - 0"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Roof 4A
34' - 8"
---- Solar PV
47' - 0"
Solar PV
47' - 0"
12' - 4" 11' - 8" 11' - 8" 11' - 4"
47' - 0" 3' - 6" 5' - 6" 3' - 4"
18' - 0"
3' - 7 1/8" 1' - 4" 2' - 0" 8' - 0"
12' - 0"
47' - 0"
11' - 4" 23' - 4"
10' - 4" 1' - 4"
3' - 6" 2' - 0"
1' - 4" 3' - 7 1/8" 6' - 8 7/8" 1' - 4"
Trellis
43' - 8"
Trellis
43' - 8"
Level 1
0"
Level 1
0"
Level 2A
11' - 4"
Level 2A
11' - 4"
Level 3A
23' - 0"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Roof 4A
34' - 8"
Solar PV
47' - 0"
Solar PV
47' - 0"
Trellis
43' - 8"
Trellis
43' - 8"
Grade
-1' - 0"
Hot Tub andWater
Sliding
Elevator beyond
Gangway between Buildings A and B
8' - 0"
10' - 0" 1' - 4" 10' - 4" 1' - 4" 3' - 7 1/8" 6' - 8 7/8" 1' - 4" 3' - 6"
5' - 6"
9' - 0" 3' - 4"
Trellis - Steel Frame - PV Solar
Garden
1' - 0" 4' - 0"
6' - 0" 2' - 0"
3' - 7 1/8"
8' - 0"
Living Wall
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760
-902
-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:34:21 PM AA51
Building A
Elevations
West and
East
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0"
1 Bldg A - West Elevation
1/4" = 1'-0"
2 Bldg A - East Elevation
No
. Description Date
69 Item 2.

Level 1
0"
Level 1
0"
Level 2A
11' - 4"
Level 2A
11' - 4"
Level 3A
23' - 0"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Roof 4A
34' - 8"
12' - 4" 11' - 8" 11' - 8" 11' - 4"
Solar PV
47' - 0"
Solar PV
47' - 0"
8' - 10" 3' - 6"
5' - 6"
8' - 10" 3' - 6"
3' - 6" 2' - 0"
3' - 7 1/8" 1' - 4" 10' - 4"
3' - 7 1/8" 1' - 4" 10' - 0"
4' - 0" 1' - 0"
5' - 0"
19' - 4"
13' - 4"
1' - 1 5/8" 8' - 0" 15' - 9 5/8"
6' - 0"
2' - 6"
10' - 4" 1' - 4" 10' - 4" 1' - 4" 2' - 7" 7' - 5"
6' - 0" 2' - 0"
2' - 8" 1' - 4"1' - 4"1' - 4"
18' - 0"
8' - 0"
5' - 6" 3' - 6" 8' - 0" 7' - 4" 25' - 7 1/4" 4" 4"
Trellis
43' - 8"
Trellis
43' - 8"
Level 1
0"
Level 1
0"
Level 2A
11' - 4"
Level 2A
11' - 4"
Level 3A
23' - 0"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Roof 4A
34' - 8"
Solar PV
47' - 0"
Solar PV
47' - 0"
Trellis
43' - 8"
Trellis
43' - 8"
PV Solar
PV Solar
Steel Trellis - Hot Tub
Fixed windows
Drive through
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:34:32 PM AA52
Building A
Elevations
South and
North
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 1 Bldg A - South Elevation1/4" = 1'-0" 2 Bldg A - North Elevation No
. Description Date
70 Item 2.

Level 1
0"
Level 4
38' - 0"
Level 4
38' - 0"
Level 2A
11' - 4"
Level 2A
11' - 4"
Level 3A
23' - 0"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Roof 4A
34' - 8"
Solar PV
47' - 0"
Solar PV
47' - 0"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/4" = 1'-0"
5/29/2018 12:34:38 PM AA81
Building A
Building
Sections
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1/4" = 1'-0" 5 Section - Building A
No
. Description Date
71 Item 2.

H501 1
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 10'-0"
5/29/2018 12:34:39 PM H101
Hotel
Parking
Grade Level
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1" = 10'-0"
1 Hotel Level 1 - 1/8 Scale
No
. Description Date
72 Item 2.

H501
4 H501
3 -- -- Scale Date Drawn By Checked By Project Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:40 PM H105
Hotel
Basement
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Basement Overall
No
. Description Date
73 Item 2.

H501
4 H501
3 -- -- H908 1 H909 1
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:41 PM H201
Hotel
Level 1
Floor Plan
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Level 1 Overall
No
. Description Date
74 Item 2.

H501
4 H501
3 Health Club
Hotel
Main Entry
ParkingStructure
ParkingStructure -- -- H908 1 H909 1
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:42 PM H202
Hotel
Level 2
Floor Plan
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Level 2 Overall
No
. Description Date
75 Item 2.

H501
4 H501
3 Health Club
Hotel
Main Entry
ParkingStructure
ParkingStructure -- -- H908 1 H909 1
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:43 PM H203
Hotel
Level 3
Floor Plan
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Level 3 Overall
No
. Description Date
76 Item 2.

H501
4 H501
3 -- -- H908 1
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:45 PM H204
Hotel
Level 4
Floor Plan
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Level 4 Overall
No
. Description Date
77 Item 2.

H501
4 H501
3 -- -- Scale Date Drawn By Checked By Project Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:47 PM H205
Hotel
Level 5
Floor Plan
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Level 5 Overall
No
. Description Date
78 Item 2.

H501
4 H501
3 -- -- Scale Date Drawn By Checked By Project Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:48 PM H210
Hotel
Level 10
Floor Plan
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Level 10 Overall
No
. Description Date
79 Item 2.

H501
4 H501
3 -- -- Scale Date Drawn By Checked By Project Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:49 PM H211
Hotel
Level 11
Floor Plan
Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Level 11 Overall
No
. Description Date
80 Item 2.

Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1/16" = 1'-0"
5/29/2018 12:34:50 PM H212
Hotel
Rooftop
Garden
Plan Overall
Vineyard RV Park, Townhomes, Hotel
SGSG
May 29, 2018
RVPark2016
1/16" = 1'-0" 1 Hotel Rooftop Garden Level Plan Overall No
. Description Date
81 Item 2.

Level 1
0"
Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Level 4
38' - 0"
Level 5
50' - 0"
Level 5
50' - 0"
Level 6
62' - 0"
Level 6
62' - 0"
Level 7
74' - 0"
Level 7
74' - 0"
Level 8
86' - 0"
Level 8
86' - 0"
Level 9
98' - 0"
Level 9
98' - 0"
Level 10
110' - 0"
Level 10
110' - 0"
Level 11
124' - 0"
Level 11
124' - 0"
Trellis
43' - 8"
Grade -1' - 0" Grade -1' - 0"
Roof H
136' - 0"
Roof H
136' - 0"
Trellis H
152' - 0"
Trellis H
152' - 0"
Basement -16' - 0" Basement -16' - 0"
Level 1
0"
Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Level 4
38' - 0"
Level 4
38' - 0"
Level 5
50' - 0"
Level 5
50' - 0"
Level 6
62' - 0"
Level 6
62' - 0"
Level 7
74' - 0"
Level 7
74' - 0"
Level 8
86' - 0"
Level 8
86' - 0"
Level 9
98' - 0"
Level 9
98' - 0"
Level 10
110' - 0"
Level 10
110' - 0"
Level 11
124' - 0"
Level 11
124' - 0"
Trellis
43' - 8"
Grade -1' - 0" Grade -1' - 0"
Roof H
136' - 0"
Roof H
136' - 0"
Trellis H
152' - 0"
Trellis H
152' - 0"
Basement -16' - 0" Basement -16' - 0"
Level 1
0"
Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 4
38' - 0"
Level 4
38' - 0"
Level 5
50' - 0"
Level 5
50' - 0"
Level 6
62' - 0"
Level 6
62' - 0"
Level 7
74' - 0"
Level 7
74' - 0"
Level 8
86' - 0"
Level 8
86' - 0"
Level 9
98' - 0"
Level 9
98' - 0"
Level 10
110' - 0"
Level 10
110' - 0"
Level 11
124' - 0"
Level 11
124' - 0"
Level 2A
11' - 4"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Grade -1' - 0" Grade -1' - 0"
Roof H
136' - 0"
Roof H
136' - 0"
Trellis H
152' - 0"
Trellis H
152' - 0"
Basement -16' - 0" Basement -16' - 0"
Level 1
0"
Level 1
0"
Level 2
14' - 0"
Level 2
14' - 0"
Level 3
26' - 0"
Level 3
26' - 0"
Level 4
38' - 0"
Level 4
38' - 0"
Level 5
50' - 0"
Level 5
50' - 0"
Level 6
62' - 0"
Level 6
62' - 0"
Level 7
74' - 0"
Level 7
74' - 0"
Level 8
86' - 0"
Level 8
86' - 0"
Level 9
98' - 0"
Level 9
98' - 0"
Level 10
110' - 0"
Level 10
110' - 0"
Level 11
124' - 0"
Level 11
124' - 0"
Level 2A
11' - 4"
Level 3A
23' - 0"
Roof 4A
34' - 8"
Solar PV
47' - 0" Trellis 43' - 8"
Grade -1' - 0" Grade -1' - 0"
Roof H
136' - 0"
Roof H
136' - 0"
Trellis H
152' - 0"
Trellis H
152' - 0"
Basement -16' - 0"
Scale
DateDrawn ByChecked ByProject Number
Self Reliance, Inc.
31190 Calle Cayuga
Cathedral City,
California 92234
Contact: Skip Goodell
760-902-2432
[email protected]
Coachella
Vineyard Luxury
RV Park, LLC
45920 Meritage Lane
Coachella, California 92236
Contact: Patricia Nugent
760-200-6609
[email protected]
Tentative Tract Map 37040
Coachella, California 92236
A Subdivision of Lot 71 and Portions of Lot 72 of Tract 30117-1 Per MB 331/71-78 of Section 21, T5S, RBE, S.B.M This work has been prepared by
me or under my supervision and
construction will be under my
observation.
1" = 20'-0"
5/29/2018 12:36:16 PM H501
Hotel
Elevations
Vineyard RV Park, Townhomes, Hotel
Checker
Author
May 29, 2018
RVPark2016
1" = 20'-0"
1 Hotel West Elevation
1" = 20'-0"
2 Hotel East Elevation
1" = 20'-0" 3 Hotel North Elevation
1" = 20'-0"
4 Hotel South Elevation
No
. Description Date
82 Item 2.

RESOLUTION NO. 2018-58

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

COACHELLA, CALIFORNIA, ADOPTING A MITIGATED NEGATIVE
DECLARATION ( ENVIRONMENTAL ASSESSMENT NO. 16- 01) FOR
ARCHITECTURAL REVIEW NO. 16- 03, CUP 266, AND TENTATIVE TRACT MAP 37040, FOR PROPERTY LOCATED AT THE NORTHEAST
CORNER OF TYLER STREET AND VISTA DEL NORTE. COACHELLA
VINEYARD ESTATES LLC, APPLICANT.

WHEREAS, the Coachella Vineyard RV Resort and Townhouse/Hotel Project, as set forth in Architectural Review No. 16- 03, CUP 266 and TTM 37040, consists of the above referenced applications on approximately 48 acres of land located at the northeast comer of Tyler Street and Vista Del Norte. (APN 601- 620-012 and 601- 620- 014), and the Project includes the following requests: 1) Conditional Use Permit (CUP 266) for the development of 188 RV/caritas on 29.4 acres and the development of 100 condominium/townhouses on 10. 5 acres and the development of an 11 story, 200 room hotel and associated facilities on 10. 5 acres and common recreational areas, parking and landscaping. 2) Architectural Review 16- 03 that addresses the proposed architecture for CUP 266 and establishes design guidelines for the entire project; and 3) Tentative Tract Map No. 37040 that proposes the subdivision of approximately 29.4 acres into 188 lots for RV' s, some of which include a casita. The Project will be developed in two phases, and,
WHEREAS, the City completed Environmental Assessment/Initial Study No. 16- 01 for the Proposed Project pursuant to the California Environmental Quality Act, as amended; and, WHEREAS, based on this Environmental Assessment/initial Study and proposed mitigation measures therein, the City Council has made a determination that the Project will not have a significant impact on the environment and has prepared a Mitigated Negative Declaration for this Project; and,
WHEREAS, a Notice of Intent to Adopt a Mitigated Negative Declaration for the Project was posted with the County Clerk on April 13, 2018 and duly noticed and published in the Desert Sun Newspaper, a local newspaper of general circulation, on April 13, 2018; and, WHEREAS, the proposed Mitigated Negative was made available for a 30 -day public review period commencing on Friday, April 13, 2018 ending on Monday, May 14, 2018; and, WHEREAS, interested and concerned individuals and public agencies had the opportunity to review and comment on the proposed Mitigated Negative Declaration; and, WHEREAS, on July 18, 2018 the Planning Commission held a duly noticed public hearing at 1515 61h Street, Coachella, California to review the project and the related environmental documents, at which time during the hearing members of the public were given an opportunity to testify regarding the project; and,
WHEREAS, findings of the Initial Study indicated that the proposed project would not Attachment 4
83 Item 2.
create any significant impacts to air quality, biological resources, cultural resources, geology and soils, traffic and transportation and noise provided certain mitigation measures were incorporated into the project; and,
WHEREAS, the Proposed Project has been conditioned to include recommended mitigation measures of the environmental analysis as set forth in a Mitigation Monitoring and Reporting Program (Exhibit A); and,
WHEREAS, the Proposed Project would not be detrimental to the general health, safety and welfare of the community.

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

SECTION 1. Recitals. The City Council hereby finds that the foregoing recitals are true and correct and are incorporated herein as substantive findings of this Resolution.

SECTION 2. Compliance with the Envirom-nental Quality Act (" CEQA"). As the advisory body for the Project, the City Council has reviewed and considered the information contained in the draft Mitigated Negative Declaration, Initial Study, comments received, and other documents contained in the administrative record for the Project. The City Council finds adequacy in the CEQA documents and recommends that the Mitigated Negative Declaration, Initial Study and administrative record contain a complete and accurate reporting of the environmental impacts associated with the Project. The City Council finds that the Mitigated Negative Declaration and the Initial Study have been completed in compliance with CEQA, the State CEQA Guidelines, and the City of Coachella' s Local CEQA Guidelines.

SECTION 3. Findings on Envirom-nental Impacts. Based on the whole record before it, including the Mitigated Negative Declaration, Initial Study, the administrative record and all other written and oral evidence presented to the City Council, the City Council finds adequacy in the documents and finds that all environmental impacts of the Project are either insignificant or can be mitigated to a level of insignificance pursuant to the mitigation measures outlined in the Mitigated Negative Declaration, the Initial Study and the Mitigation Monitoring and Reporting Program. The City Council further finds that there is no substantial evidence in the administrative record supporting a fair argument that the Project may result in any significant environmental impacts. The City Council finds that the Mitigated Negative Declaration contains a complete, objective, and accurate reporting of the environmental impacts associated with the Project and reflects the independent judgment and analysis of the City Council.

SECTION 4. Wildlife Resources. Pursuant to Fish and Game Code Section 711. 4( c), all project applicants and public agencies subject to CEQA shall pay a filing fee for each Proposed Project, as specified in subdivision 711. 4( d) for any adverse effect on wildlife resources or the habitat upon which wildlife depends unless a " no effect" finding is made by the California Department of Fish and Game. This fee is due and payable as a condition precedent to the County Clerk' s filing of a Notice of Determination.

Resolution No. 2018-58
84 Item 2.

SECTION 5. Recommendation Regarding Adoption of the Mitigated Negative Declaration. The City Council hereby adopts the Mitigated Negative Declaration and adopts a Mitigation Monitoring Program.

SECTION 6. Adoption of Mitigation Monitoring and Reporting Program. The City Council hereby approves and adopts the Mitigation Monitoring and Reporting Program prepared for the Project, attached hereto as Exhibit "A".

SECTION 7. Location and Custodian of Records. The documents and materials that constitute the record of proceedings on which these findings are based are located at Coachella City Hall. The Development Services Director is the custodian of the record of proceedings.

SECTION 8. Execution of Resolution. The Chairman shall sign this Resolution and the City Clerk shall attest and certify to the passage and adoption thereof.

PASSED, APPROVED and ADOPTED this 26th day of September, 2018.

Steven A. Hernandez
Mayor
ATTEST:

Ange . Zepeda
City Clerk
i 1 1 1'
Carlos Campos,"'."'.,
City Attorney
Resolution No. 2018- 58
85 Item 2.

STATE OF CALIFORNIA
COUNTY OF RIVERSIDE ss.

CITY OF COACHELLA
I HEREBY CERTIFY that the foregoing Resolution No. 2018- 58 was duly adopted by the City Council of the City of Coachella at a regular meeting thereof, held on the 26th day of
September, 2018 by the following vote of Council:

AYES: Councilmember Bautista, Councilmember Brown, Councilmember Martinez, Mayor Pro Tern Sanchez, and Mayor Hernandez.

NOES: None.

ABSTAIN: None.

Andrea J. C.-Wanza, MMQ)
Deputy City Clerk
Resolution No. 2018- 58
86 Item 2.
87 Item 2.
88 Item 2.
89 Item 2.
90 Item 2.
91 Item 2.
92 Item 2.
93 Item 2.
94 Item 2.
95 Item 2.
96 Item 2.
97 Item 2.
98 Item 2.
99 Item 2.
100
Item 2.
101
Item 2.

RESOLUTION NO. 2018-60

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

COACHELLA, CALIFORNIA APPROVING TENTATIVE TRACT MAP
NO. 37040 FOR THE SUBDIVISION OF APPROXIMATELY 29 ACRES OF VACANT LAND INTO ONE HUNDRED EIGHTY EIGHT (188) LOTS

FOR THE DEVELOPMENT OF A RECREATIONAL VEHICLE
SUBDIVISION. THE SUBJECT SITE IS LOCATED AT THE
NORTHEAST CORNER OF TYLER STREET AND VISTA DEL NORTE.

COACHELLA VINEYARD ESTATES, LLC, APPLICANT.

WHEREAS, Coachella Vineyard Estates, LLC, has filed an application for Tentative Tract Map No. 37040 to allow the subdivision of 29 acres of land into 188 lots on property located at the northeast corner of Tyler Street and Vista Del Norte (APN 601- 620-012 and 601- 620-014); and,
WHEREAS, the City has processed said application pursuant to the City Subdivision Ordinance, the Subdivision Map Act (commencing with Section 66400 of the Government Code) and the California Environmental Quality Act of 1970 as amended; and, WHEREAS, on July 18, 2018, the Planning Commission of the City of Coachella held a duly noticed and published Public Hearing and considered the Tentative Tract Map as presented by the applicant, adopting the findings, conditions, and staffrecommendations; and, WHEREAS, in compliance with the requirements of the California Environmental Quality Act (CEQA), prior to recommending approval of Tentative Tract Map 37040 the City Council of the City of Coachella has approved Resolution 2018- 58 adopting a mitigated negative declaration and mitigation monitoring program for the Coachella Vineyard Estates RV Park project approvals which includes the subject Tentative Tract Map, and, WHEREAS, on September 2, 2018 the City gave public notice as required under Government Code Section 66451. 3 by mailing notices to property owners within at least 300 feet of the project and publishing a public notice in the Desert Sun of the holding of a public hearing at which the project would be considered; and,
WHEREAS, the City Council has previously considered and recommended adoption of the mitigated negative declaration (EA 16- 01) for compliance with the California Environmental Quality Act; and,
WHEREAS, Tentative Tract Map No. 37040 is in conformance with the Coachella Municipal Code, the land use pattern and development standards of the Subdivision Ordinance when viewed in conjunction with the conditions that are imposed; and, WHEREAS, the City Council of the City of Coachella finds that this subdivision is consistent with the goals, objectives, policies and implementation measures of the Coachella General Plan 2035 and meets the findings required by the Municipal Code; Attachment 5
102
Item 2.

WHEREAS, on September 26, 2018 the City Council of the City of Coachella held a duly noticed and published Public Hearing at which interested persons had an opportunity to testify in support of, or opposition to, the Tentative Tract Map and at which time the City Council considered the Tentative Tract Map as presented by the applicant, together with the recommendations of the Planning Commission and Development Services Director.

NOW, THEREFORE, THE CITY COUNCIL DOES HEREBY FIND,
DETERMINE AND RESOLVE AS FOLLOWS:

SECTION 1. The City Council of the City of Coachella does hereby approve Tentative Tract Map 37040 as shown on the map attached herein as " Exhibit A" and subject to the findings listed below, and subject to the conditions of approval attached herein as Exhibit "B".

SECTION 2. The Chairman shall sign this Resolution and the City Clerk shall attest and certify to the passage and adoption thereof.

Findings for Approval of Tentative Tract Map No. 37040:

1. The proposed tentative map is consistent with the General Plan and the City of Coachella Official Zoning Map. The proposed subdivision is within a land use designation of General Neighborhood according to the General Plan 2035 Land Use Element that allows medium density residential. The subdivision is consistent with the development intensity permitted by the General Neighborhood Land Use category. Tentative Tract Map 37040 is in compliance with the standards of the Zoning Ordinance with respect to the C -T PUD Commercial Tourist Planned Unit Development) including minimum lot size, minimum lot depth, and minimum lot width. Additionally, This District accommodates a variety of housing types and is consistent with the City' s vision for this planned development that historically has included RV subdivisions, and clustered housing projects. General Neighborhoods are intended to create walkable amenities such as parks, and services in close proximity to most residences.

2. The site is physically suitable for the future commercial development and density. The proposed subdivision will provide adequate sized lots for future commercial development. All proposed lots will have adequate dimensions, and ingress and egress to accommodate future development. Furthermore, the subject site is located within sub -area 12 of the General Plan. Subarea 12 includes policy guidance that allows for a final designation mix that is composed of up to 10% Neighborhood Center, 40% Suburban Retail District, 25% Regional Retail District, and 25% Resort development in addition to the single family residential uses. Therefore, the project will able to use these " floater" designations to accommodate the build -out of future gated communities on the project site. The commercial hotel and related uses are further accommodated by the Regional Retail opportunities within Sub -Area # 12.

3. The design of the subdivision and type of improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat. There are no sensitive habitats or bodies of water in the immediate vicinity of the site.

For future development proposed on the site, all drainage from increased impervious material on the site will be contained on site for a 100 -year storm event, as required by City regulations. As such there would be no impact to the Coachella Valley Whitewater Channel.

Resolution No. 2018-60
103
Item 2.

4. The design of the subdivision and type of improvements are not likely to cause any serious public health problems. The proposed subdivision would allow for future development of commercial uses intended and identified in the Genera Plan and the zoning code.

All future development would be reviewed for compliance with applicable California Building Code regulations prior to issuance of any building permits.

5. The design of the subdivision and type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. The proposed subdivision would create two lots for future commercial development with adequate street frontage, access, and utility connections to all properties.

There are no known easements that would conflict with the proposed subdivision.

PASSED, APPROVED and ADOPTED this 26th
day of September, 2018.

Steven A. Hernandez
Mayor
ATTEST:

Angela . Zepeda
City Clerk
APPROVED AS TO FORM:

Carlos CamposCity
ampo -
City Attorney
Resolution No. 2018- 60
104
Item 2.

STATE OF CALIFORNIA
COUNTY OF RIVERSIDE ss.

CITY OF COACHELLA
I HEREBY CERTIFY that the foregoing Resolution No. 2018- 60 was duly adopted by the City Council of the City of Coachella at a regular meeting thereof, held on the 26' h
day of
September, 2018 by the following vote of Council:

AYES: Councilmember Bautista, Councilmember Brown, Councilmember Martinez, Mayor Pro Tern Sanchez, and Mayor Hernandez.

NOES: None.

ABSENT: None.

ABSTAIN: None.

Andrea J. Cktranza, MM9
Deputy City Clerk
Resolution No. 2018- 60
105
Item 2.

EXHIBIT A"
106
Item 2.
107
Item 2.
108
Item 2.
109
Item 2.
110
Item 2.
111
Item 2.
112
Item 2.

RESOLUTION NO. 2018- 59

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

COACHELLA CALIFORNIA APPROVING CONDITIONAL USE
PERMIT ( CUP 266) AND ARCHITECTURAL REVIEW ( AR 16- 03) TO

ALLOW THE PHASED DEVELOPMENT OF A ONE HUNDRED
EIGHTY EIGHT ( 188) LOT RECREATIONAL VEHICLE SUBDIVISION, ONE HUNDRED ( 1.00) CONDOMINIUM/TOWNHOUSES AND A TWO
HUNDRED ( 200) ROOM, 11 STORY HOTEL AND ASSOCIATED

FACILITES AND COMMON RECREATIONAL AREAS, PARKING AND
LANDSCAPING, ON A TOTAL OF 48 ACRES OF VACANT LAND IN

THE CT -PD ( COMMERCIAL TOURIST -PLANNED UNIT

DEVELOPMENT) ZONE LOCATED AT THE NORTHEAST CORNER
OF TYLER STREET AND VISTA DEL NORTE. COACHELLA
VINEYARD ESTATES LLC, APPLICANT.

WHEREAS, Skip Goodell ( on behalf of Coachella Vineyard Estates LLC ) filed an application for Architectural Review No. 16- 03, and attendant applications for Conditional Use Permit 266 and Tentative Tract Map No. 37040 to allow the construction of a 188 recreational vehicle subdivision, 100 unit townhouse/condominium project and an 11 story, 200 room hotel and associated uses along with common recreational areas, parking and landscaping on 48 acres of land located at the northeast corner of Vista Del Norte and Tyler Street, Assessor' s Parcel No' s. 601- 620- 012 and 601- 620- 014 (" Project"); and, WHEREAS, the Planning Commission conducted a duly noticed public hearing on CUP 266, Architectural Review No. 16- 03, and Tentative Tract Map No 37040 on July 18, 2018 in the Council Chambers, 1515 Sixth Street, Coachella, California; and, WHEREAS, the Applicant and members ofthe public were present and were afforded an opportunity to testify regarding the Project and the Planning Commission recommended approval of the proposed project including all requested entitlement applications; and, WHEREAS, the Project is permitted pursuant to Chapter 17.28 and Chapter 17. 38 of the Coachella Municipal Code, and the attendant applications for a Conditional Use Permit and Tentative Tract Map are necessary to allow the Project to proceed; and, WHEREAS, the proposed use is necessary or desirable for the development of the community, is consistent with the objectives of the City' s General Plan, and is not detrimental to the existing uses or the uses specifically permitted in the zone in which the proposed use is to be located; and,
WHEREAS, the proposed site is adequate in size and shape to accommodate the proposed development; and,
WHEREAS, the site for proposed use relates properly to streets which are designed to carry the type and quantity oftraffic to be generated by the proposed use; and, Attachment 6
113
Item 2.

WHEREAS, the proposed uses will have no significant deleterious effect on the environment; and,
WHEREAS, a Mitigated Negative Declaration was prepared and considered for the proposal pursuant to the California Environmental Quality Act, as amended; and, WHEREAS, the conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Coachella, California does hereby approve Conditional Use Permit No. 266 and Architectural Review 16- 03 subject to the findings listed below and the attached Conditions of Approval for the Coachella Vineyards Estate Project (contained in "Exhibit A" and made a part herein).

Findings for Conditional Use Permit #266 and Architectural Review #16- 03:

1. The Project is consistent with the goals, objectives, policies, and implementation measures of the Coachella General Plan 2035. The site has a General Neighborhood land use designation that allows for the proposed development. The proposed uses on the site are in keeping with the policies of the General Neighborhood land use classification which promotes medium to high density residential and resort uses between 7 and 25 units per acre as proposed by the Project, and the proposed development is internally consistent with other General Plan policies for this type of development.

2. The Project is in compliance with the applicable land use regulations and development standards of the City' s Zoning Code. The site plan proposes a 188 recreational vehicle space subdivision, a 100 -unit townhome/ condominium project and a 11 story, 200 room hotel and associated land uses. The Project complies with applicable CT -PD ( Commercial Tourist -Planned Unit Development) zoning standards including site- specific land uses and development standards which are a part of the Conditional Use Permit request to allow the proposed densities, lot sizes, unit sized and building heights ofthe Project.

3. Every use, development of land and application of architectural guidelines and development standards shall be considered on the basis of the suitability of the site for a particular use or development intended, and the total development, including the prescribed development standards, shall be so arranged as to avoid traffic congestion, ensure the protection of public health, safety and general welfare, prevent adverse effects on neighboring property and shall be in accord with all elements of the general plan. The Project site is within the Neighborhood Commercial land use designation of the City' s general plan. This category provides for a broad spectrum of commercial and residential land uses. The proposed uses are compatible with existing adjacent uses that include similar land uses.

4. The Project will be compatible with neighboring properties with respect to land development patterns and application of architectural treatments. The plans submitted for this Project propose a RV subdivision, townhouses and condominiums and an 11 story, 200 -room hotel along with associated uses that are permitted in the CT -PD ( Commercial Tourist -Planned Unit Development) zone pursuant to an approved Conditional Use Permit. Surrounding Resolution No. 2018- 59
114
Item 2.
properties to the north and east contain similar RV and townhouse uses while property to the west contain vacant land and a vineyard. Properties to the south include vacant land along with a church and I- 10. As such, the Project will be in keeping with the scale, massing, and aesthetic appeal of the existing area and future development. The buildings will be set back from property lines and street frontages to mitigate the impacts upon loss of sunlight to neighboring lots.

5. An Initial Environmental Study recommending the adoption of a Mitigated Negative Declaration was prepared for this Project, pursuant to the California Environmental Quality Act Guidelines ( CEQA Guidelines) and mitigation measures have been incorporated in order to reduce the environmental effects of the project to a level of less than significant. The Project will not have any significant adverse effects on the environment.

PASSED, APPROVED and ADOPTED this 26' day of September, 2018. 3 Steven A. Hernandez
Mayor
ATTEST:
all,
Angela . epeda
City Clerk
APPROVED AS TO FORM:

Carlos
City Attorney
Resolution No. 2018- 59
115
Item 2.

STATE OF CALIFORNIA
COUNTY OF RIVERSIDE ss.

CITY OF COACHELLA
I HEREBY CERTIFY that the foregoing Resolution No. 2018- 59 was duly adopted by the City Council of the City of Coachella at a regular meeting thereof, held on the 26h day of
September, 2018 by the following vote of Council:

AYES: Councilmember Bautista, Councilmember Brown, Councilmember Martinez, Mayor Pro Tem Sanchez, and Mayor Hernandez.

NOES: None.

ABSENT: None.

ABSTAIN: None.

Andrea J. Ca a, MMC)
Deputy City Clerk
Resolution No. 2018- 59
116
Item 2.
1 “EXHIBIT A”

CONDITIONS OF APPROVAL FOR THE COACHELLA VINEYARDS PROJECT INCLUDING CONDITIONAL USE PERMIT (CUP 266) AND ARCHITECTURAL REVIEW (AR 16-03)
General Conditions

1. Conditional Use Permit No. 266 hereby approves the development of the following: 1) Development of a 188 space recreational vehicle park/subdivision; 2) Development of 100 condominium/townhomes; 3) Development of an 11-story, 200 room hotel and associated facilities including common recreational, parking and landscaping areas.

2. Architectural Review 16-03 hereby approves the architectural plans for Phase 1 of the Coachella Vineyards Project consisting of the188 space RV park/subdivision.

3. Architectural Review applications for the proposed 100-condominium/townhouse component and the proposed 11-story hotel and associated facilities shall be submitted and approved by the Planning Commission prior to the issuance of grading and/or building permits for the building(s) in question.

4. This project shall be developed in accordance with the memo dated February 14, 2018 from Lilburn Corporation to Luis Lopez, Development Services Director. Any planned larger or heavier structures (generally greater than 2 stories in height) shall require further geotechnical evaluation and additional recommendations for ground improvement or deep foundations.

5. Architectural Review (AR 16-03) and Conditional Use Permit (CUP 266) shall be valid for 12 months from the effective date of said City Council approvals unless the applicant requests an extension of time and granted by the Planning Commission. Issuance of building permits and pursuit of construction will vest the Architectural Review and Conditional Use Permit.

6. The construction of all new structures shall be in conformance with construction drawings and landscaping plans designed in accordance with the Design Guidelines for the Coachella Vineyards Project and conditions of approval imposedbelow:
a. All exterior building materials and colors shall substantially match the exhibits submitted with the Coachella Vineyards Development applications. b. Conditional Use Permit No. 266 hereby approves the development of an RV 117
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2 park/subdivision, townhome/condominium project and 11-story hotel with a maximum height of 152 feet including all mechanical equipment and appurtenances, as shown on the submitted plans.
c. All fencing or garden walls shall be subject to issuance of a separate building permit by the City Building Division.
d. All parking lot lighting for the Project shall be consistent with the architectural design exhibits of the Project, as approved by the Development ServicesDirector. e. All masonry/wrought iron perimeter walls and garden walls shall be consistent with the Design Guidelines, as shown in Attachment 10, subject to review by the Development Services Director, and subject to the City’s BuildingCodes.

7. All plans, as shown, are considered “conceptual,” subject to revisions as called out by the conditions of this resolution. The plans shall not be stamp-approved until all conditions requesting revisions have been satisfied during the building plan check process. Any substantial changes to the plans, including changes shown on future building permit plans deemed by Staff to not be within substantial conformance with this approval, will require an amendment to the approval of Architectural Review No. 16-03, including architectural features, materials, and site layout.

8. The project shall comply with all applicable codes, laws and regulations, regardless of whether they are listed in these conditions. This includes conformance with the requirements of the adopted U.B.C., U.P.C., U.M.C., N.E.C., including all requirements of the South Coast Air Quality Management District, the Riverside County Fire Department and any requirements by any other agency having jurisdiction on theproject.

9. The applicant shall defend, indemnify and hold harmless the City of Coachella, its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City, its officials, officers, employees or agents to attack, set aside, void or annul any project approval or condition of approval of the city concerning this project, including but not limited to any approval or condition of approval or mitigation measure imposed by the City Council or Planning Commission. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees and agents in the defense of the matter. The applicant shall execute an indemnification agreement, in a form acceptable to the City Attorney, within five days of the effective date of this approval.

10. All plan submittals are the responsibility of the developer; this includes plan submittals 118
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3 to the City of Coachella, the Riverside County Fire Department or to other agencies for whom plan review and approval isrequired.

Mitigation Measures – Air Quality:

11. As required by SCAQMD for all development projects in the Salton Sea Air Basin that would disturb one-acre or greater, Best Available Control Measures (BACMs) will be incorporated into a PM-10 Dust Control Plan prepared for the project prior to commencement of site grading or other construction activity where soil disturbance or other fugitive dust may be generated. BACMs are listed at the end of the MMRP.

Mitigation Measures –Hazards and Hazardous Materials:

12. Prior to any land disturbance, including grading or construction, the following mitigation measures shall be implemented:
a) In the event any onsite structures are demolished, an asbestos inspection of onsite structures shall be conducted by a qualified professional in accordance with currently accepted methods and protocols. The inspection shall include, but not be limited to visual inspection, sampling, and laboratory analysis for the presence of asbestos products, including asbestos-containing material (ACM) and asbestos-containing construction material (ACCM). Polarized Light Microscopy and other methods consistent with the US EOA 600 method shall be applied to this investigation. A comprehensive report that documents methods, findings, and appropriate mitigation measures and/or recommendations shall be provided to the City. b) In the event any onsite structures are demolished, a lead-based paint inspection of onsite structures shall be conducted by a qualified professional in accordance with currently accepted methods and protocols. Inspections shall be carried out in accordance with US Department of Housing and Urban Development (HUD) guidelines, as well as OSHA Lead Exposure in Construction, Code of Federal Regulations, Title 29, Section 1926.

The inspection shall include, but not be limited to visual inspection, sampling, and analysis of materials suspected of containing lead paint or other lead-based materials and coatings. A comprehensive report that documents methods, findings, and appropriate mitigation measures and/or recommendations shall be provided to theCity. c) Prior to the start of any activity that might disturb materials potentially containing asbestos, lead, and/or other hazardous or potentially hazardous materials, a qualified and licensed contractor shall be hired to complete necessary abatement procedures. All demolition and other project related actions that might potentially disturb hazardous materials shall be performed by properly trained and qualified personnel. Remediation actions are expected to include but will not be limited to the following:
119
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4 1. Each part of the building from which asbestos is being removed shall, as appropriate, be sealed off in order to prevent contamination of the other area.

Methods of area containment may include polyethylene film, duct tape, negative air pressure machines and other appropriate means depending on the type of asbestos materials encountered.

2. Specially designed vacuum cleaners that are designed for asbestos containment (class H) can be safely used when cleaning up during and after asbestosremoval.

3. Removed asbestos and materials with embedded or coated with asbestos shall, as appropriate, be double wrapped in plastic and driven to a landfill. d) If surficial or buried materials within the project site are found to contain potentially hazardous materials (such as: asbestos-containing material, lead-based paint, and mercury or PCB-containing material) such materials shall be removed properly prior to any further site disturbance in the affected area, and disposed of at appropriate landfills or recycled, in accordance with the regulatory guidance provided in California Code of Regulation (CCR) and following the requirements of the Universal Waste Rule (40 CFR part 9).
e) During project construction and implementation, the handling, storage, transport, and disposal of all chemicals, including herbicides and pesticides, runoff, hazardous materials and waste used on, or at, the project site, shall be in accordance with applicable local, state, and federal regulations.
f) Vapor Encroachment Screening shall be conducted in accordance with the ASTM Standard E2600-10 Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions to identify the likelihood of migrating vapors to encroach on the subject property, thereby creating a Vapor Encroachment Condition (VEC). A complete report of findings and recommended mitigation measures, if any, shall be provided to the City prior to the issuance of building permits.
g) A vapor intrusion risk evaluation shall be conducted in accordance with most recent version of the CalEPA Department of Toxic Substances Control’s “Final Guidance for the Evaluation and Mitigation of Subsurface Vapor Intrusion to Indoor Air” to identify the likelihood of vapor intrusion into future buildings and potential impacts on indoor air quality. A complete report of findings and recommended mitigation measures, if any, shall be provided to the City prior to the issuance of grading and buildingpermits. i. The applicant shall provide the City with copies of permits required by the South Coast Air Quality Management District, or a written confirmation that no permits are 120
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5 necessary.
ii. The applicant shall satisfy all requirements of the Fire Department relating to construction, operation, and emergency response. No building permits shall be issued, and no occupancy of the buildings shall be permitted prior to written approval by the Fire Department.

Mitigation Measures – Cultural Resources:

13. Approved Native American monitor(s) from the Twenty-Nine Palms Band of Mission Indian shall be present during any ground disturbing activities. Should human remains be uncovered, the Riverside County Coroner’s Office shall be immediately contacted and all work halted until final disposition by the Coroner. Health Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has made necessary findings as to the origin and disposition pursuant to Public Resources Code Section 5097.98. Shall the remains be determined to be of Native American descent, the Native American Heritage Commission shall be consulted to determine the appropriate disposition of saidremains.

14. If the coroner determines that the remains are not recent and may be Native American, in accordance with Public Resource Code 5097.94, the coroner will notify the Native American Heritage Commission (NAHC) within 24 hours of the find. The NAHC will then determine the Most Likely Descendant (MLD). The City will work with the designated MLD to determine the final disposition of the humanremains.

Mitigation Measures – Traffic and Transportation:

15. The applicant shall pay applicable City of Coachella Development Impact Fees (DIF) and County of Riverside Transportation Uniform Mitigation Fees (TUMF) in effect at that time.

16. Five (5) sets of copies of check prints. The applicant shall pay all necessary plan check, permit, and inspection fees. Fees will be determined when plans are submitted to theCity EngineeringDepartment for plan check.

17. The applicant shall pay plan check fees of $750.00 per sheet of improvement plans, and $350.00 for PM 10 plan.

Engineering-Final Map

18. The Final Map shall comply with the Subdivision Map Act and City of Coachella 121
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6 Subdivision Ordinance.

19. All public streets shall be dedicated to The City ofCoachella.

20. Prior to submittal of the final map to the City Council for approval, the applicant shall post securities (Bonds) to guarantee the installation of required improvements and a Subdivision Improvement Agreement shall be submitted to Engineering Division for City Engineer and City Attorney approval.

Engineering – Grading and Drainage:

21. A preliminary geological and soils engineering investigation shall be conducted by a registered soils engineer, and a report submitted for review with the precise grading plan and shall include pavement recommendations. The report recommendations shall be incorporated into the precise grading plan design prior to plan approval. The soils engineer and/or the engineering geologist shall certify to the adequacy of the grading plan.

22. A precise grading/improvement plan, prepared by a California Registered Civil Engineer, shall be submitted for review and approval by the City Engineer prior to issuance of any permits. A final soils report, compaction report and rough grading certificate shall be submitted and approved prior to issuance of any building permits.

23. Civil plans shall include all utilities easements inside or around the property and location of services within the easement.

24. A Drainage Report, prepared by California Registered Civil Engineer, shall be submitted for review and approval by the City Engineer prior to issuance of any permits. The report shall be complete, report provided has missing the section of calculations.

25. Site access improvements shall be in conformance with the requirements of Title 24 of the California Administrative Code. This shall include access ramps for off-site and on- site streets as required.

26. Applicant shall obtain approval of site access and circulation from the FireMarshall.

27. If applicant is planning to build a wall, separate permits shall be required for wall construction. The maximum height of any wall shall be limited to nine (9) feet as measured from an average of the ground elevations on eitherside Engineering – Street Improvements:
122
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7 28. Street improvement plans prepared by a California Registered Civil Engineer shall be submitted for engineering plan check prior to issuance of encroachment permits. All street improvements including streetlights shall be designed and constructed in conformance with City Standards and Specifications. Street flow line grade shall have a minimum slope of 0.35 percent.

29. Applicant shall construct all off-site and on-site improvements including street pavement, curb, gutter, sidewalk, street trees, perimeter walls, perimeter landscaping and irrigation, storm drain, street lights, and any other incidental works necessary to complete the improvements. Driveways shall conform to City of Coachella standard for commercial driveways with a minimum width of 24.00 feet and curbed radius entrances.

30. Dedication of land along Vista del Norte Street is required for right-of-way purposes, including construction of half of width improvements. This street is classified as Collector with Bike Lanes with 90 feet of right-of-way as per the City of Coachella General Plan.

31. Dedication of land along Tyler Street is required for right-of-way purposes, including construction of half of width improvements and one lane to the west as minimum. Street improvements shall reflect continuation to future street at north along Tyler Street. Interim turnaround on Tyler requires approval by the City meanwhile street improvements are complete for the length of the street. This street is classified as Collector with Bike Lanes with 90 feet of right-of-way as per the City of Coachella General Plan.

32. Relocation or underground of utility power line that runs northerly on the proposed are for parking lot is required previous construction of improvements; applicant shall contact utility company IID and coordinate the process. The applicant shall submit to the City a letter from IID during the process of this request.

33. Applicant shall contact utility company CVWD for potential abandonment of irrigation line if required. The applicant shall submit to the City a letter from CVWD if there is any issue on this matter.

34. Conceptual grading plan shows a series of easements that runs north-south on the westerly portion along Tyler Street and on the proposed area of parking lot, applicant shall identify all easements inside and offsite the property.

35. Applicant shall obtain an encroachment permit for any improvements constructed within the public right-of-way includingalleys.

Engineering-Sewer, Water and Storm Drain Improvements

36. Sewer & Water Improvement Plans prepared by a California Registered Civil Engineer shall be submitted for engineering plan check and City Engineer approval. 123
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8 37. Applicant shall construct all off-site along Tyler Street and on-site water improvements and any other incidental works necessary to complete the improvements for water and sewer services. Size and location of sewer and water improvements shall be approved by the City Engineer.

38. Sewer and Water systems shall be extended and connected to Tyler street and Vista del Norte, plans shall be submitted for engineering plan check and City Engineer approval.

Engineering – General:

39. Prior to issuance of any encroachment permits by the City of Coachella, the applicant shall resolve CVWD issues related to existing tile drains or irrigation mains located within the project boundary or along the streets adjacent to the property. If necessary tile drains and irrigation lines shall be relocated, and easement document prepared for the new location of any such lines. Plans for the tile drain or irrigation relocation shall be submitted to the City for evaluation regarding possible conflict with City facilities. The applicant shall submit to the City approved copies of any relocation plans.

40. The developer shall submit a Fugitive Dust Control and Erosion Control plan in accordance with Guidelines set forth by CMC and SCAQMD to maintain wind and drainage erosion and dust control for all areas disturbed by grading. Exact method(s) of such control shall be subject to review and approval by the City Engineer. No sediment is to leave the site. Additional securities in amount of $2,000 per acre of gross area, and a one-time cash deposit of $2,000.00 are required to insure compliance with this requirement. No work may be started on or off site unless the PM-10 plan has been approved and the original plans are in the engineering department at the City ofCoachella.

41. The applicant shall provide necessary utility easements for IID and underground overhead distribution lines within the project boundaries. Applicant shall submit to the City a letter from IID that satisfies this requirement.

42. The applicant shall pay all necessary plan check, permit and inspection fees. Fees will be determined when plans are submitted to the City Engineering Department for plan check.

43. Applicant shall comply with the valley wide NPDES permit requirements including but not limited to submittal of a preliminary WQMP for plan review accompanied by a $3,000 plan check deposit and a Final WQMP for final approval including executed maintenance agreement. All unused plan check fees will be refunded to the applicant upon approval of the Final WQMP.

Completion
124
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9 44. "As-built" plans shall be submitted to and approved by the City Engineer. Prior to acceptance of the improvements by the City, such plans, once approved, shall be given to the city on compact disk in AutoCAD format. All off-site and on-site improvements shall be completed to the satisfaction of the City Engineer prior to acceptance of improvements for maintenance by the City.

45. Prior to the issuance of a certificate of occupancy, all public improvements, including landscaping and lighting of retention basins, and landscaped areas along the exterior streets, shall be completed to the satisfaction of the City Engineer.

Development Services – Landscaping:

46. Final landscaping and irrigation plans shall be submitted to the Development Services Department for review and approval. Said plans shall conform to the landscaping plan submitted and Design Guidelines, as part of the subject Architectural Review, and as conditioned herein.

47. Prior to the issuance of building permits, the applicant shall submit detailed landscaping and irrigation plans for review and approval by the City’s Engineering Department and Development Services Department.

48. Landscaping and irrigation shall be provided in accordance with Section 17.54.010(J) of the Municipal Code and in accordance with the State Model Water Efficient Landscape Ordinance (AB 1881). Water budget calculations, including the Maximum Applied Water Allowance (MAWA) and Estimated Total Water Use (ETWU) shall be provided as part of the landscaping and irrigation plan.

49. The landscape plan shall provide for a minimum 5-gallon groundcover plants, 5-gallon shrubs, and 24-inch box trees. The plants and trees shall be irrigated with an automatic and durable drip irrigation system.

50. Landscaped areas shall be dressed with a minimum 2-inch layer of compacted and/or glue- bonded decomposed granite that cannot be wind driven. A weed barrier underlayment shall be placed under the decomposedgranite.

51. Plant materials selected shall be represented by symbols that show the plantsat 75% of their mature size.

52. The applicant shall obtain written clearance from the County Agricultural Commissioner's Office regarding the type of landscaping to be planted. The clearance letter shall be included as a note on the landscape plans. The applicant shall utilize only plants that were 125
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10 listed on the landscape plan submitted to the Commissioner's office. Any substitutions must be approved by both the Commissioner's office as well as the City's Development Services Department.

53. Six-inch concrete bands shall be installed as mow strip borders for planting areas where separating turf areas or synthetic turfareas from pavement parking.

54. All landscape planter beds in interior parking areas shall be not less than five (5) feet in width and bordered by a concrete curb not less than six (6) inches nor more than eight (8) inches in height adjacent to the parkingsurface.

55. All non-landscaped and undeveloped areas of the site shall be kept free of weeds and debris and shall be treated with a dust-preventative groundcoating.

Development Services – Project Design:

56. Prior to the issuance of building permits, all exterior architectural features and treatments shall be consistent with the submitted Architectural Review No. 16-03 the projects construction plans and elevations, and subject to review andapproval.

57. All exposed metal flashing, downspouts, or utility cabinets shall be painted to match the building color prior to final inspection.

58. Trash enclosures installed for the project shall be architecturally compatible with the building and include storage areas for recycling containers. The enclosure shall be constructed to Burrtec Waste Management Standards and be consistent with the Design Guidelines. Both Burrtec Waste Management and the City Engineer shall approve the location of the trash enclosure.

59. All roof mounted mechanical equipment, except solar panels, shall be view obscured by a parapet wall greater in height than the equipment installed. Ground mounted mechanical equipment shall be view obscured by landscaping or enclosure.

60. Outdoor storage areas shall be obscured from public view and specifically shall not be visible from any public roads.

Riverside County Fire Department:

61. The Fire Department requires the listed fire protection measures be provided in accordance with the City of Coachella Municipal Code and/or the Riverside County Fire Department Fire Protection Standards. Final conditions will be addressed when complete building 126
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11 plans are reviewed.

Access

62. Fire department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, City of Coachella Municipal Code, Riverside County Ordinance 787, and Riverside County Fire Department Standards. All portions of structures shall be within 150 feet of the approved 24-foot wide fire lane or Municipal Street.

Water

63. The Fire Department water system(s) for fire protection shall be in accordance with the California Fire Code, Riverside County Ordinance 787 and Riverside County Fire Department Standards. Plans shall be submitted to the Fire Department for review and approval prior to building permit issuance.
a. The required water system including fire hydrants shall be installed and accepted by the appropriate water agency prior to combustible building material being placed on an individual lot. Two sets of water plans are to be submitted to the Fire Department for approval. Hydrants shall be located at corners and space 350-500 feet apart, depending on the subdivision (per CoachellaCity).
b. Fire sprinklers are required in all areas.
c. Any building constructed on lots created by this project shall comply with the special California Building Code and Riverside County Fire Department information Bulletin #08-05. Plans must be submitted to the Fire Department for review and approval prior to building permit issuance.
d. The applicant or developer shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane printing and or signs.

Imperial Irrigation District:

64. Any construction or operation on IID property or within its existing and proposed right-ofway or easements will require an encroachment permit, including but not limited to: surface improvements such as proposed new streets, driveways, parking lots, landscape; and all water, sewer, storm water, or any other above ground or underground utilities (e.g. power lines).
127
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12 65. Any and all mitigation necessary as a result of the construction, relocation and/or upgrade of lID facilities is the responsibility of the project proponent.

Utilities:

66. Water and sewer plans outside the buildings and interior plumbing or mechanical plans (i.e. floor drains and sinks, equipment which discharges to the sewer system, chemical storage and spill containment measures) shall be provided to the City Utilities Department for review and approval.

67. A Source Control "Short Form" (and the Source Control application if required) shall be completed and turned into Source Control (Utilities Department) by theapplicant.

68. Based on findings of the Source Control application, all modifications shall be completed prior to issuance of a certificate of occupancy.

69. Adequate fire protection shall be included and the public water supply shall be protected with a DCDA or greater on all fire water lines to commercial/industrialfacilities.

70. An RP shall be correctly installed within 12" of all water meters servicing domestic usage, landscape, commercial and/or industrialfacilities.

71. All landscaping shall be on a separate water meter with an RP ensuring the establishment is not assessed sewer fees for water used on landscape.

72. All mechanical and plumbing plans shall be submitted to the Utilities Department for review to determine if pretreatment and/or a sample location isrequired.

73. All facilities and landscape plumbing which have water or wastewater (sewer) services shall obtain approval from the Environmental Compliance (Source Control), Water and Sanitary Sewer Divisions prior to receipt of the Certificate ofOccupancy.

74. Fire hydrants must be at the end of each dead end forflushing.

75. RPZ Style Backflow devices shall be installed on commercial and landscape meters.

76. Above ground DCDA backflows must be installed for all fire line services.

77. Master-metered, radio-read water meters shall be utilized for theproject.

78. Domestic and fire service backflow meter devices must be in utility right of way.
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13 Utilities – Environmental Compliance

79. The applicant shall submit water and sewer plans for approval from Utilities Department.

The project shall be required to connect to City public sewer and water system.

80. The project will require a Water Quality Management Plan (WQMP)-priority project

81. The proposed facility will be required to submit a source control survey.

82. The applicant shall install an above ground “Double Check Detector Assembly” DCDA for fire system to protect water supply from contamination or pollution.

83. Backflow devices; will require Reduced Pressure Principle Device (RP) at least 12 inches within all water meters servicing landscape, commercial and or industrial facilities.

84. The applicant shall install separate AMI metering system for each building, and install separate AMI metering system for the irrigation system.

85. The project shall implement the State’s drought mandate, which prohibits irrigation with potable water outside newly constructed homes, and buildings that is not delivered by drip or micro-spray systems.

86. The facility may be required to install a discharge meter on sewer line to determine “return to sewer” from water use.

87. A grease interceptor will be required if food service establishment is proposed

88. This facility may be required to enroll in industrial an industrial wastewater program

89. The applicant will be required to submit detailed plumbing and mechanical plans

90. The project shall install separate 4T-AMI metering system for each building

91. The project shall install separate 4G AMI metering system for the irrigation system

92. The project shall implement the State’s drought mandate which prohibits irrigation with potable water outside newly constructed homes and buildings that is not delivered by drop potable water outside or micro spray systems.

Fees:
129
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14 93. Prior to the issuance of a building permit, the applicant shall pay all Development Fees to the City; including outside agency fees such as sewer water and utilities. Copies of receipts shall be provided to the Development Services Department prior to permit issuance.

94. The applicant shall be responsible for paying all applicable development and processing (plan check, inspection, etc.) fees associated with this project.

95. The applicant shall pay all required water connection fees.

96. The applicant shall be required to pay the Multiple Species Habitat Conservation (MSHCP) fees for industrial development prior to issuance of building permits.

97. The applicant shall comply with the City's Art in Public Places Ordinance. If the applicant elects to pay in-lieu art fees, then the fees shall be deposited into the Public Arts Fund at an amount of (1) One-half (1/2) of one percent (1%) for new commercial and industrial construction.

98. The project is subject to payment of all development impact fees whether or not explicitly stated in other conditions of approval or the environmental mitigation measures for the subject project.

Desert Sands Unified School District

99. The Desert Sands Unified School District is authorized by the State Legislature to levy a developer fee on commercial/industrial development. The Applicant or successor in interest shall pay fees in effect at the time of building permit issuance. The fees collected will be used to assist in the housing of students within the Desert Sands Unified School District.

Miscellaneous:
100. Installation of sidewalks along all public roads may be satisfied by an improvement agreement subject to review and approval by the City Engineer. 101. Final design plans for proposed landscaping and fencing along the project street frontages shall be presented as an administrative item before the Planning Commission for final review and approval.
102. The subdivider or successor in interest shall submit Covenants, Conditions, and Restrictions (CC & R’s) in a form acceptable to the City Attorney, for the proposed 130
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15 subdivision, prior to the recordation of any CC & R’s on the subject property. The CC & R’s shall be submitted for review by the Planning Director and City Engineering prior to the recordation of the final map. The applicant or successor in interest shall submit a deposit of $1,000 to cover legal costs incurred by the City in its review of CC & R’s and related documents prior to their recordation. The CC & R’s shall include provisions to form a Property Owner Association for the maintenance of the following:
• All interior and exterior common areas including driveways, gates, retention basins, perimeter walls, landscaping and irrigation.
• Exterior landscape at gated entries and along the perimeter of the site’s frontage along Tyler Street and Vista Del Norte.
• Graffiti abatement for the interior and exterior of thepremises. • Maintenance and operations of the streetlights.
• Maintenance of all perimeter walls and fencing.
103. The Property Owners Association created by the CC&R’s shall comply with the City of Coachella Insurance requirements.
104. A minimum of two points of access shall be provided during all phases of construction to the satisfaction of the Riverside County Fire Marshal’s office. 105. Prior to the issuance of building permits for the townhouse/condominium component within Conditional Use Permit No. 266, a tentative tract map (TTM) for the “subdivision of condominium air parcels” shall be submitted, processed, approved and recorded. 131
Item 2.

STAFF REPORT
2/21/2024
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT: Variance 23-04 – Rochin, Setback
SPECIFICS: Variance No. 23-04 a request for a for a setback and lot coverage variance for an existing 644 SF patio structure constructed without a permit at 48440 Charlton Peak Street. Applicant: Ramon Rochin.

STAFF RECOMMENDATION:

Staff recommends that the Planning Commission adopt Resolution No. PC 2024-02 denying Variance (VAR) No. 23-04, a request for a setback and lot coverage variance for an existing 644 SF patio structure constructed without a permit at 48440 Charlton Peak Street.

BACKGROUND:

The applicant submitted an application for a JADU in June of 2023 where Staff discovered that the patio in the rear yard was not permitted with the City. Due to being an unpermitted structure and the large size of the patio, Staff reached out to the Code Enforcement Division to ensure the property owner submitted a building permit application for the unpermitted patio structure. The applicant submitted a building permit application and Staff sent the applicant a correction letter requiring the applicant to modify the patio to City Standards or remove the patio. The applicant chose to submit a variance application for their request for a setback and lot coverage variance to keep the patio to remain as existing.

DISCUSSION/ANALYSIS:

The patio structure is a 14 x 46 structure, with a total 644 SF lot coverage. The subject parcel is 6,969 SF and the existing rear yard setback is 19 feet. The minimum required rear yard is 20 feet per the Coachella Municipal Code (CMC). Per Section 17.60.010(F) of the CMC, lots under 7,200 square feet, an attached patio may encroach into a required rear yard provided a (10) foot setback is provided. The existing patio provides a 4’ 7” foot setback from rear property line, 5’ 5” feet short of the required 10-foot setback. Accessory structures on a site may not cover more than fifty (50) percent of the required rear yard setback area, per CMC. The patio is at 55% (644 SF) rear yard coverage, which exceeds the 50% (589 SF) required. 132
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Staff has determined that the project does not comply with Findings 1, 2, and 3 of the criteria and requirements required by Section 17.76.020(B) to make the determination to grant a variance.

Findings:

Finding 1 – That the strict application of the provisions of this chapter would not result in practical difficulties or unnecessary hardships inconsistent with the general purpose and intent of the chapter the Coachella Municipal Code. The lot is within the S-N Suburban Neighborhood zone and accessory structures are subject to the Development Standards of the Coachella Municipal Code. The required minimum (10) foot setback and maximum 50% rear yard coverage for accessory structures are required for all accessory structures in the S-N Suburban Neighborhood zone. The existing patio structure on the lot never received a permit with the city. The strict application of the code does not result in practical difficulties or unnecessary hardships as the size and shape of the lot is typical for the neighborhood. Similarly, any accessory structure in the S-N Suburban Neighborhood zone is required to receive a permit from the city that meets the minimum setback and maximum rear yard coverage requirements prior to construction. The applicant may modify the unpermitted structure to meet the Coachella Municipal Code requirements and may receive a permit similar to the right any other property in the neighborhood and zone has.

Finding 2 – There are no special circumstances applicable to the subject property such as size, shape, topography, location or surroundings that do not apply generally to other property in the same zone and vicinity. The rear yard on this lot provides a 19 foot setback, near the 20 foot required in the zone, and the size, shape topography, location of the rear yard is typical for the neighborhood. The size of the lot is one foot less than what is required in the Suburban Neighborhood zone, however the lot which provides one foot less that the minimum required does not substantially justify over a 5 foot setback variance for this accessory structure. For the above reasons, there are no special circumstances applicable to the subject property that do not apply generally to other property in the same zone or vicinity, and therefore does not justify the over 5 foot setback variance requested for this accessory structure.

Finding 3 – The variance is not necessary for the preservation and enjoyment of a substantial property right or use generally possessed by other property in the same zone and vicinity, but which, because of such special circumstances and practical difficulties or unnecessary hardships is denied to the property in question. The applicant maintains the right to modify the unpermitted structure to meet the Coachella Municipal Code requirements and may receive a permit similar to the right any other property in the neighborhood and Suburban Neighborhood (S-N) zone has. As stated in the above findings, there are no special circumstances, practical difficulties, or unnecessary hardships that apply to the subject property. For these reasons, the variance is not necessary for the preservation and enjoyment of a substantial property right.

Staff has determined that the project does comply with Findings 4 and 5 of the criteria and requirements of Section 17.76.020 of the CMC required to make the determination to grant a variance, per the following:
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Finding 4 – The granting of the proposed variance would not be materially detrimental to the public welfare or injurious to the property or improvements in the same zone or vicinity in which the property is located. The existing patio accessory structure would not be detrimental to the public or injurious to the property or improvements in the same zone or vicinity in which the property is located. The patio structure is located in the rear yard of the subject property, only visible along an internal street within the neighborhood, and not visible from the nearest park. The patio structure is subject to the comments received by the Riverside County Fire Department and are subject to the California Building Standards that will ensure the patio would not be permitted without substantially meeting building safety standards.

Finding 5 – The granting of the variance would not adversely affect any element of the General Plan, as the General Plan does not preclude accessory patio structures with a 5-foot setback or less within the Suburban Neighborhood designation.

Environmental Setting:

The subject site is at 48440 Charlton Peak Street within the Paloma Estates Subdivision, and the subject property is surrounded by Suburban Neighborhood (S-N) zone uses to the north, south, west, and east.

Agency Comments:

Staff received comments from the Fire and Building Department regarding the subject variance application. The Riverside County Fire Department identified that the existing projection is less than the 5 feet required, and will need to be modified or provide plans detailing compliance with fire-resistance rated requirements (Attachment 6). The Building Department did not comment on the approval of the patio as is, and noted that the structure is built of alumawood construction that is non-flammable, therefore of a construction that could occur near the property line. The structural plans provided also meet the minimum structural design requirements for the City (Attachment 7).

Staff concludes, per the comments received from the Fire and Building Departments, that granting of the proposed variance to maintain the patio as is, would not be materially detrimental to the public welfare or injurious to the property or improvements in the same zone or vicinity in which the property is located.

ENVIRONMENTAL REVIEW:

Staff has determined that the proposed project is categorically exempt from environmental review pursuant to the guidelines of the California Environmental Quality Act as “New Construction or Conversion of Small Structures” (CEQA Guidelines, Section 15303). The proposed project consists of the location of a small patio structure.

ALTERNATIVES:
1) Adopt Resolution No. PC2024-02 denying Variance No. 23-04 with the findings as recommended by Staff.
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Item 3.
2) Not approve Resolution No. PC 2024-02 and request that staff prepare a Planning Commission Resolution for approval of Variance No. 23-04.

CONCLUSIONS AND RECOMMENDATIONS
Based on the analysis contained herein and the findings listed below, staff is recommending that the Planning Commission deny Variance No. 23-04 with the findings listed in Resolution No.

PC2024-02.

Attachments:

1. Resolution No. PC2024-02

2. Vicinity Map

3. Site Plan

4. Structural Plan

5. Site Photos

6. Riverside County Fire Department Comments

7. City Building Department Comments
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Attachment 1
RESOLUTION NO. PC 2024-02

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
COACHELLA, CALIFORNIA DENYING VARIANCE NO. 23-04, A

REQUEST FOR A FOR A SETBACK AND LOT COVERAGE VARIANCE
FOR AN EXISTING 644 SF PATIO STRUCTURE CONSTRUCTED
WITHOUT A PERMIT AT 48440 CHARLTON PEAK STREET. RAMON
ROCHIN, APPLICANT.

WHEREAS, Ramon Rochin filed an application for Variance 23-04, a request for a setback and lot coverage variance for an existing 644 square foot patio structure constructed without a permit at 48440 Charlton Peak Street; Assessor’s Parcel No. 612-573-009 (“Project”); and,
WHEREAS, the proposed project is exempt from the California Environmental Quality Act, as amended; and,
WHEREAS, the proposed patio construction is inconsistent with the residential development standards of the Zoning Ordinance and can only be permitted with approval of a variance pursuant to Chapter 17.76 Variances of the Coachella Municipal Code, subject to supported written findings of determination; and, WHEREAS, the Planning Commission conducted a duly noticed public hearing on Variance 23-04 on February 21, 2024 at 1515 6th Street, Coachella, California regarding the proposed Project; and,
WHEREAS, at the Planning Commission hearing, the Applicant and members of the public were present and were afforded an opportunity to testify regarding the Project.

NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California does hereby deny Variance No. 23-04, subject to the findings listed below.

FINDINGS FOR DENIAL OF VARIANCE NO. 23-04:

1. That the strict application of the provisions of this chapter would not result in practical difficulties or unnecessary hardships inconsistent with the general purpose and intent of the chapter the Coachella Municipal Code. The lot is within the S-N Suburban Neighborhood zone and accessory structures are subject to the Development Standards of the Coachella Municipal Code. The required minimum (10) foot setback and maximum 50% rear yard coverage for accessory structures are required for all accessory structures in the S-N Suburban Neighborhood zone. The existing patio structure on the lot never received a permit with the city. The strict application of the code does not result in practical difficulties or unnecessary hardships as the size and shape of the lot is typical for the neighborhood. Similarly, any accessory structure in the S-N Suburban Neighborhood zone is required to receive a permit from the city that meets the minimum setback and maximum rear yard coverage requirements prior to construction. The applicant may modify the unpermitted structure to meet the 136
Item 3.

Resolution No. PC2024-02

Coachella Municipal Code requirements and may receive a permit similar to the right any other property in the neighborhood and zone has.

2. There are no special circumstances applicable to the subject property such as size, shape, topography, location or surroundings that do not apply generally to other property in the same zone and vicinity. The rear yard on this lot provides a 19 foot setback, near the 20 foot required in the zone, and the size, shape topography, location of the rear yard is typical for the neighborhood. The size of the lot is one foot less than what is required in the Suburban Neighborhood zone, however the lot which provides one foot less that the minimum required does not substantially justify over a 5 foot setback variance for this accessory structure. For the above reasons, there are no special circumstances applicable to the subject property that do not apply generally to other property in the same zone or vicinity, and therefore does not justify the over 5 foot setback variance requested for this accessory structure.

3. The variance is not necessary for the preservation and enjoyment of a substantial property right or use generally possessed by other property in the same zone and vicinity, but which, because of such special circumstances and practical difficulties or unnecessary hardships is denied to the property in question. The applicant maintains the right to modify the unpermitted structure to meet the Coachella Municipal Code requirements and may receive a permit similar to the right any other property in the neighborhood and Suburban Neighborhood (S-N) zone has. As stated in the above findings, there are no special circumstances, practical difficulties, or unnecessary hardships that apply to the subject property. For these reasons, the variance is not necessary for the preservation and enjoyment of a substantial property right. 137
Item 3.

Resolution No. PC2024-02

PASSED APPROVED and ADOPTED this 21st day of February 2024 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
______________________________
Ruben Gonzalez
Planning Commission Chairperson
ATTEST:
______________________________
Gabriel Perez
Planning Commission Secretary
APPROVED AS TO FORM:
_____________________________
Carlos Campos
City Attorney
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Attachment 1

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF COACHELLA )
I HEREBY CERTIFY that the foregoing Resolution No. PC2024-02 was duly adopted by the Planning Commission of the City of Coachella at a regular meeting thereof, held on this 21st day of February 2024 by the following vote of the Planning Commission:

AYES:

NOES:

ABSENT:

ABSTAIN:
___________________________________
Gabriel Perez
Planning Commission Secretary
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Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
Vicinity Map
Site Calhoun Street Big Bear Place
Eagle Avenue
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Amerimax Exterior Home Products AlumawoodTM Patio Cover, Carport and Commercial Structure Engineering 2021 IBC

PAGES DRAWING SECTION DESCRIPTION
2 PAGES GN01-2021 GENERAL NOTES
GN02-2021
1 PAGE PROFESSIONAL ENGINEERING STAMPS PAGE
2 PAGES SC01-2021 SOLID PANEL STRUCTURAL CONFIGURATIONS SC02-2021 ALUMAWOOD STRUCTURAL CONFIGURATIONS
4 PAGES SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 38 PAGES SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVERS 4 PAGES LT01-2021 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2021
LT03-2021
LT04-2021
7 PAGES SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 51 PAGES SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS 4 PAGES NP01-2021 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2021
NP03-2021
NP04-2021
9 PAGES CD01-2021 COMPONENT PARTS AND CONNECTION DETAILS CD02-2021
CD03-2021
CD04-2021
CD05-2021
CD06-2021
CD07-2021
CD08-2021
CD09-2021
11 PAGES Misc1a-2021 MISCELLANEOUS DETAILS
Misc1b-2021 MISCELLANEOUS DETAILS
Misc2-2021 FAN BEAM DETAILS
Misc3-2021 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4a-2021 7.0 ALTERNATIVE FOOTING TABLES
Misc4b-2021 7.0 ALTERNATIVE FOOTING TABLES
Misc5a-2021 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc5b-2021 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc6-2021 7.0 FORCES ON EXISTING STRUCTURES
Misc7-2021 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS December 16, 2022 Misc8-2021 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS Live Load: 10 psf
Wind Speed: up to 130 mph Exp C
Ramon Rochin
48440 Charlton Peak St
Coachella,CA 92236
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ICC ESR 1398 (2021 IBC) 12/16/2022 Page 1 of 133
MAY 09 2023
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ICC ESR 1398 (2021 IBC) 12/16/2022 Page 2 of 133
MAY 09 2023
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ICC ESR 1398 (2021 IBC) 12/16/2022 Page 4 of 133
MAY 09 2023
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ICC ESR 1398 (2021 IBC) 12/16/2022 Page 5 of 133
MAY 09 2023
Projection: 14'
Width: 34'
Height: 9'
FO'Hang: 1'
SO'Hang: 2'
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Item 3.

SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES
Table 4.2 Post Description Max POST
GENERAL INSTRUCTIONS FOR THESE TABLES Hgt Type Detail

1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE Twin 0.060"x1.5"x1.5" Scroll 10' A1 AC

2. CHOOSE PROJECTION (DIMENSION PARALLEL W/ PANELS), WIDTH (DIMENSION PERP TO PANELS) AND OVERHANG OF UNIT 0.040"x3"x3" Aluminum Post 10' A2 N14/Z

3. DETERMINE WIND, LIVE (OR GROUND SNOW LOAD) AND Ss (see Gen Not #3) OF STRUCTURE SITE 0.042"x3"x8" Aluminum Post 11' A3 N30 (PATIO COVERS USE 10 PSF MIN, CARPORT & COMMERCIAL UNITS USE 20 PSF MIN) 0.024"x3"x3"Post with 0.024" Sideplates 10' B N16, BK

4. a. DETERMINE IF PANELS ARE SINGLE OR MULTISPAN.  CHOOSE A PANEL FROM SECTION 4.0 THAT HAS TABLE 4.1 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 0.040"x3"x3"Post with 0.024" Sideplates 10' C N16, BK ADEQUATE CLEARSPAN FOR YOUR NEEDS. OVER‐ PROJECTION OF SINGLE SPAN STRUCTURES (FT) Clover 0.030"x3"x3" Alum 11' D N11, AH b. FOR AN ATTACHED STRUCTURE, CONFIRM THE ALLOWABLE SPAN BASED ON THE PANEL SUPPORT DETAIL. HANG 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' Clover 0.040"x3"x3" Alum 11' E N11, AH c. DETERMINE THE PANEL TO HEADER FASTENING REQUIREMENTS 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 0.040"x3"x3"Post with 0.032" Sideplates 10' F N16, BK

5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 0.5' 3.25' 3.75' 4.25' 4.75' 5.25' 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.3' 10.8' 11.3' Colonial 0.062" Extruded 11' G AE

6. LOCATE HEADER TABLE IN SECTION 5.0 W/ CORRECT PARAMETERS 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 0.041"x3"x3" Steel Clover 11' H1 N11, AH a. GROUND SNOW LOAD, SEE GEN NOTE #3 1.5' n/a 4.25' 4.75' 5.25' 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.3' 10.8' 11.3' 11.8' 0.041"x3"x3" Steel Clover 10' H2 N11, AH b. LIVE LOAD, SEE #3 ABOVE 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 0.041"x3"x3" Steel Clover 9' H3 N11, AH c. WIND SPEED, SEE GEN NOTE #3 2.5' n/a n/a n/a n/a n/a 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.25' 10.8' 11.3' 11.8' 12.3' 0.041"x3"x3" Steel Clover 8' H4 N11, AH d. EXPOSURE, SEE GEN NOTE #3 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 0.041"x3"x3" Steel Clover 7' H5 N11, AH e. SEISMIC, SEE GEN NOTE #3 3.5' n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.25' 9.75' 10.25' 10.75' 11.3' 11.8' 12.3' 12.8' 1/8"x3"x3" Steel Square 12' I1 N17, AG f. ATTACHED OR FREESTANDING 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' 1/8"x3"x3" Steel Square 10' I2 N17, AG g. TRIBUTARY WIDTH 4.5' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 11.8' 12.3' 12.8' 13.3' 3/16"x3"x3" Steel Square 12' J1 N17, AG h. a‐e ARE SET BY YOUR LOCAL BUILDING AUTHORITY 5' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 13' 13.5' 3/16"x3"x3" Steel Square 10' J2 N17, AG

7. CHOOSE A HEADER FROM TABLES IN SECTION 5.0 THAT HAS ADEQUATE POST SPACING. FOR PATIO COVERS SUPPORTED BY CONCRETE SLAB  GOT TO STEP SLAB7 3/16"x4"x4" Steel Square 15' K1 N17, AG

8. DETERMINE FOOTING SIZE 3/16"x4"x4" Steel Square 12' K2 N17, AG USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET 3/16"x5"x5" Steel Square 15' L1 N17, AG a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE 3/16"x5"x5" Steel Square 12' L2 N17, AG b. PROJECTION IS EQUAL OR SHORTER THAN WIDTH (SEE SHEET SCO1) OR TABLES L1 AND L2 ON MISC5 ARE SATISFIED 3/16"x6"x6" Steel Square 15' M1 N17, AG c. GO TO #9a TO DETERMINE POST TYPE TABLE 4.3
IF EITHER 8a OR 8b ARE NOT TRUE THEN: Uplift Constrained d (in) d. CHOOSE CONSTRAINED FOOTING SIZE FROM SECTION 5.0  BASED ON THE POST HEIGHT d (in) 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 e. USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE 14 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 f. CONSTRAINED FOOTINGS MUST USE DETAIL N29, AQ OR M5 15 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 g. GO TO 9b 16 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1

9. DETERMINE POST TYPE 17 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 a. IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE IN SECTION 5.0 UNDER 18 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 MIN POST TYPE.  CROSS REFERENCE LETTER CODE W/ TABLE 4.2 19 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 IF THIS POST'S MAX HEIGHT IS TOO SHORT, UPGRADE THE POST.   20 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 EXAMPLE: IF POST CODE FROM SECTION 5.0 IS H3, WHICH HAS A MAX HEIGHT OF 9' BUT  A 10' 21 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 IS DESIRED THEN UPGRADE POST TO TYPE I1 22 H1 H1 H1 H1 H1 H1 H1 H2 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 b. IF EITHER 8a OR 8b ARE NOT TRUE THEN: 23 H1 H1 H1 H1 H1 H1 H1 H2 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 24 H1 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 CONSTRAINED FOOTING ON TABLE 4.3 25 H1 H1 H1 H1 H1 H1 H1 H4 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 example 1:   A 40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING 26 H1 H1 H1 H1 H1 H1 H1 H5 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 ARE REQUIRED.  POST TYPE "H4" IS REQUIRED.  TABLE 4.2 SHOWS POST TYPE 27 H1 H1 H1 H1 H1 H1 H1 H5 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 "H4" TO BE A 0.041"X3"X3" STEEL CLOVER POST WITH A MAX HEIGHT OF 8'. 28 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 example 2:   A 20" UPLIFT FOOTING AND A 40" CONSTRAINED FOOTING 29 H1 H1 H1 H1 H1 H1 H2 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 ARE REQUIRED.  POST TYPE "K2" IS REQUIRED.  TABLE 4.2 SHOWS POST TYPE 30 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 "K2" TO BE A 3/16"X4"X4" STEEL POST WITH A MAX HEIGHT OF 12'. 31 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0

10. DETERMINE HEADER TO POST OR EXISTING STRUCTURE REQUIREMENTS 32 H1 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0

11. USE THE APPROPRIATE DETAILS (N1‐N35 on SHEETS NP01‐NP04 or A‐BM ON SHEETS CD01‐CD09 ) 33 H1 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0

12. UPLIFT FOOTING MAY CHANGE SHAPE (ROUND, SET DEPTH) OR REDUCE SIZE USING TABLES 7.8, 7.9, 34 H1 H1 H1 H1 H1 H3 H5 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0

7.10, 7.11 AND 7.12. 35 H1 H1 H1 H1 H2 H3 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0

13. CONSTRAINED FOOTINGS MAY CHANGE SHAPE OR BECOME NONCONSTRAINED USING TABLE 7.8 36 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 CONSTRAINED FOOTINGS MAY BE REDUCED IN SIZE USING TABLE 7.12 37 H1 H1 H1 H2 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 38 H1 H1 H1 H2 H3 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 39 H1 H1 H2 H3 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN 40 H1 H2 H2 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 SLAB 7. FROM THE APPLICABLE TABLE IN SECTION 5.0, USE THE SMALLER OF THE POST SPACING "ON SLAB" 41 H2 H2 H3 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 OR HEADER POST SPACING 42 H2 H3 H3 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 8. BOTH 8a AND 8b MUST BE TRUE 43 H3 H3 H3 H4 H5 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 9. FOLLOW 9a FROM ABOVE 44 H3 H3 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 10. FOLLOW 10 AND 11 FROM ABOVE 45 H3 H4 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 TO DETERMINE "ON SLAB" POST 46 H4 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 POST SPACING REQUIREMENTS INSTEAD OF SECTION 5.0.  HEADER POST SPACING REQUIREMENTS 47 H4 H5 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 ARE STILL DETERMINED FROM SECTION 5.0 48 H5 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 49 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 50 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 51 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 52 I1 I1 I1 I1 I1 I1 I2 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 52 of 133
MAY 09 2023
147
Item 3.

SECTION 4.0 SOLID COVER PANEL SPANS FOR ATTACHED COMMERCIAL AND PATIO STRUCTURES

2.5" x6" Super Six (Single Span) Detail N3, A 3.5" x12 Super 12 (Single Span) Detail D 2.5" x 12" Mark X (Single Span) Detail B 2"x6" Flat Panel (Single Span) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 Amerimax Exterior 10 0.018 8'-4'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 10 0.018 7'-5'' 6'-8'' 5'-6'' 4'-8'' 4'-1'' 3'-7'' 3'-2'' 10 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 10 0.018 9'-2'' 8'-9'' 8'-5'' 8'-1'' 7'-5'' 7'-0'' 6'-8'' Home Products

0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 13'-0'' 12'-9'' 12'-2'' 11'-2'' 10'-7'' 9'-5'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 12'-3'' 12'-0'' 11'-1'' 10'-3'' 9'-6'' 8'-10'' 8'-3'' 28921 US Hwy 74

0.032 14'-2'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 15'-8'' 15'-4'' 14'-3'' 13'-8'' 12'-11'' 12'-3'' 11'-4'' 0.032 10'-4'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 13'-5'' 13'-2'' 12'-10'' 12'-5'' 11'-11'' 11'-1'' 10'-5'' Romoland, CA 92585

0.036 15'-10'' 15'-1'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 16'-9'' 16'-4'' 15'-7'' 14'-7'' 13'-10'' 13'-1'' 12'-8'' 0.036 11'-4'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 14'-5'' 14'-2'' 13'-9'' 13'-4'' 12'-10'' 12'-5'' 11'-11'' 15 0.018 8'-4'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 15 0.018 7'-4'' 6'-8'' 5'-6'' 4'-8'' 4'-1'' 3'-7'' 3'-2'' 15 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 15 0.018 8'-5'' 8'-3'' 7'-8'' 7'-3'' 7'-0'' 6'-8'' 6'-4'' Carl Putnam, P. E.

0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 11'-8'' 11'-5'' 10'-9'' 10'-5'' 9'-11'' 9'-5'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 11'-1'' 10'-10'' 10'-3'' 9'-11'' 9'-6'' 8'-10'' 8'-3'' 3441 Ivylink Place

0.032 14'-2'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 13'-11'' 13'-8'' 13'-2'' 12'-8'' 12'-1'' 11'-2'' 10'-9'' 0.032 10'-4'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 12'-7'' 12'-5'' 12'-2'' 11'-7'' 11'-3'' 10'-11'' 10'-5'' Lynchburg, VA 24503

0.036 15'-10'' 15'-1'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 15'-3'' 14'-7'' 14'-1'' 13'-7'' 12'-11'' 12'-6'' 12'-0'' 0.036 11'-4'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 13'-7'' 13'-4'' 13'-0'' 12'-9'' 12'-4'' 12'-1'' 11'-5'' (434) 384-2514 20 0.018 8'-4'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 20 0.018 6'-4'' 6'-1'' 5'-6'' 4'-8'' 4'-1'' 3'-7'' 3'-2'' 20 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 20 0.018 7'-8'' 7'-6'' 7'-2'' 6'-10'' 6'-7'' 6'-4'' 6'-2'' [email protected]

0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 10'-9'' 10'-7'' 10'-3'' 9'-10'' 9'-5'' 9'-0'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 10'-3'' 10'-1'' 9'-9'' 9'-4'' 9'-0'' 8'-8'' 8'-3''

0.032 14'-2'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 12'-11'' 12'-8'' 12'-3'' 11'-6'' 11'-1'' 10'-8'' 10'-3'' 0.032 10'-4'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 12'-0'' 11'-8'' 11'-5'' 11'-1'' 10'-10'' 10'-7'' 10'-4''

0.036 15'-1'' 14'-9'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 13'-10'' 13'-7'' 13'-1'' 12'-8'' 12'-4'' 11'-5'' 11'-0'' 0.036 11'-4'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 12'-10'' 12'-9'' 12'-5'' 12'-2'' 11'-8'' 11'-4'' 11'-1'' 25 0.018 8'-4'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 25 0.018 6'-1'' 5'-11'' 5'-5'' 4'-8'' 4'-1'' 3'-7'' 3'-2'' 25 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 25 0.018 7'-6'' 7'-5'' 7'-1'' 6'-9'' 6'-6'' 6'-4'' 6'-1''

0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 10'-7'' 10'-5'' 10'-1'' 9'-8'' 9'-5'' 9'-0'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 10'-1'' 9'-11'' 9'-8'' 9'-3'' 9'-0'' 8'-8'' 8'-3''

0.032 14'-2'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 12'-11'' 12'-8'' 12'-3'' 11'-4'' 11'-1'' 10'-8'' 10'-3'' 0.032 10'-4'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 12'-0'' 11'-7'' 11'-4'' 11'-0'' 10'-10'' 10'-7'' 10'-4''

0.036 14'-11'' 14'-9'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 13'-10'' 13'-7'' 13'-1'' 12'-6'' 12'-2'' 11'-5'' 11'-0'' 0.036 11'-4'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 12'-10'' 12'-9'' 12'-5'' 12'-1'' 11'-8'' 11'-4'' 11'-1'' 30 0.018 8'-3'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 30 0.018 5'-7'' 5'-5'' 5'-0'' 4'-7'' 4'-1'' 3'-7'' 3'-2'' 30 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 30 0.018 7'-2'' 7'-1'' 6'-9'' 6'-6'' 6'-4'' 6'-1'' 5'-11''

0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 10'-1'' 9'-11'' 9'-8'' 9'-3'' 8'-11'' 8'-7'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 9'-8'' 9'-6'' 9'-3'' 8'-10'' 8'-6'' 8'-3'' 8'-0''

0.032 13'-9'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 12'-1'' 12'-1'' 11'-4'' 10'-11'' 10'-6'' 10'-2'' 9'-10'' 0.032 10'-3'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 11'-4'' 11'-3'' 11'-0'' 10'-9'' 10'-6'' 10'-2'' 9'-10''

0.036 14'-3'' 14'-3'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 12'-11'' 12'-11'' 12'-4'' 12'-0'' 11'-3'' 10'-10'' 10'-6'' 0.036 11'-1'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 12'-4'' 12'-4'' 11'-10'' 11'-6'' 11'-3'' 11'-0'' 10'-9''

35.7 0.018 7'-8'' 7'-7'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 35.7 0.018 5'-0'' 4'-10'' 4'-6'' 4'-3'' 4'-0'' 3'-7'' 3'-2'' 35.7 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 35.7 0.018 6'-9'' 6'-8'' 6'-5'' 6'-4'' 6'-1'' 5'-10'' 5'-8''

0.024 10'-5'' 10'-2'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 9'-8'' 9'-5'' 9'-2'' 8'-11'' 8'-7'' 8'-4'' 8'-1'' 0.024 7'-2'' 7'-1'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 9'-3'' 9'-0'' 8'-9'' 8'-6'' 8'-3'' 8'-0'' 7'-6''

0.032 13'-2'' 13'-0'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 11'-4'' 11'-1'' 10'-9'' 10'-6'' 10'-2'' 9'-10'' 9'-6'' 0.032 9'-10'' 9'-7'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 11'-0'' 10'-10'' 10'-8'' 10'-6'' 10'-2'' 9'-10'' 9'-7''

0.036 13'-10'' 13'-9'' 13'-6'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 12'-4'' 12'-2'' 11'-6'' 11'-3'' 10'-10'' 10'-6'' 10'-2'' 0.036 10'-8'' 10'-5'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 11'-10'' 11'-8'' 11'-5'' 11'-3'' 11'-0'' 10'-9'' 10'-7'' 42 0.018 7'-4'' 7'-3'' 7'-1'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 42 0.018 4'-6'' 4'-4'' 4'-2'' 3'-11'' 3'-8'' 3'-6'' 3'-2'' 42 0.018 5'-1'' 5'-1'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 42 0.018 6'-5'' 6'-4'' 6'-3'' 6'-0'' 5'-10'' 5'-8'' 5'-6''

0.024 9'-11'' 9'-8'' 9'-5'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 9'-2'' 8'-11'' 8'-9'' 8'-6'' 8'-3'' 8'-0'' 7'-7'' 0.024 6'-10'' 6'-9'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 8'-9'' 8'-6'' 8'-4'' 8'-2'' 7'-9'' 7'-6'' 7'-3''

0.032 12'-6'' 12'-4'' 12'-1'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 10'-9'' 10'-6'' 10'-3'' 10'-0'' 9'-9'' 9'-5'' 9'-2'' 0.032 9'-4'' 9'-1'' 8'-10'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 10'-8'' 10'-6'' 10'-4'' 10'-1'' 9'-9'' 9'-6'' 9'-3''

0.036 13'-4'' 13'-2'' 12'-10'' 12'-7'' 11'-8'' 10'-10'' 10'-2'' 0.036 11'-6'' 11'-3'' 11'-0'' 10'-9'' 10'-5'' 10'-1'' 9'-10'' 0.036 10'-2'' 9'-11'' 9'-8'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 11'-5'' 11'-3'' 11'-1'' 10'-11'' 10'-8'' 10'-6'' 10'-3'' 50 0.018 6'-11'' 6'-10'' 6'-8'' 6'-6'' 6'-2'' 5'-9'' 5'-5'' 50 0.018 4'-0'' 3'-11'' 3'-8'' 3'-6'' 3'-4'' 3'-1'' 2'-11'' 50 0.018 4'-10'' 4'-9'' 4'-8'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 50 0.018 6'-1'' 6'-0'' 5'-10'' 5'-9'' 5'-7'' 5'-5'' 5'-3''

0.024 9'-4'' 9'-2'' 8'-11'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 8'-7'' 8'-5'' 8'-3'' 8'-1'' 7'-9'' 7'-5'' 7'-1'' 0.024 6'-5'' 6'-4'' 6'-2'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 8'-3'' 8'-1'' 7'-9'' 7'-7'' 7'-4'' 7'-1'' 6'-11''

0.032 11'-8'' 11'-5'' 11'-2'' 10'-11'' 10'-6'' 9'-9'' 9'-2'' 0.032 10'-2'' 9'-11'' 9'-9'' 9'-6'' 9'-3'' 9'-0'' 8'-9'' 0.032 8'-9'' 8'-7'' 8'-5'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 10'-2'' 10'-0'' 9'-9'' 9'-7'' 9'-4'' 9'-1'' 8'-10''

0.036 12'-7'' 12'-5'' 12'-2'' 11'-8'' 11'-4'' 10'-10'' 10'-2'' 0.036 10'-10'' 10'-8'' 10'-5'' 10'-2'' 9'-11'' 9'-8'' 9'-5'' 0.036 9'-7'' 9'-4'' 9'-2'' 9'-0'' 8'-5'' 7'-10'' 7'-4'' 0.040 11'-0'' 10'-10'' 10'-8'' 10'-7'' 10'-4'' 10'-2'' 9'-11'' TABLE 4.12 TABLE 4.13 TABLE 4.14 TABLE 4.15
NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN

2.5" x6" Super Six (Multispan) Detail N3, A 3.5" x12 Super 12 (Multi Span) Detail D 2.5" x 12" Mark X (Multispan) Detail B 2"x6" Flat Panel (Multispan) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 10 0.018 8'-11'' 8'-6'' 7'-9'' 7'-2'' 6'-7'' 6'-2'' 5'-9'' 10 0.018 8'-8'' 7'-10'' 6'-5'' 5'-4'' 4'-6'' 3'-10'' 3'-3'' 10 0.018 5'-7'' 5'-4'' 5'-0'' 4'-8'' 4'-4'' 4'-0'' 3'-9'' 10 0.018 9'-0'' 8'-8'' 7'-11'' 7'-3'' 6'-8'' 6'-3'' 5'-10''

0.024 11'-5'' 10'-11'' 10'-1'' 9'-4'' 8'-9'' 8'-1'' 7'-7'' 0.024 12'-6'' 11'-11'' 11'-0'' 10'-3'' 9'-6'' 8'-11'' 8'-4'' 0.024 8'-1'' 7'-8'' 7'-0'' 6'-5'' 6'-0'' 5'-7'' 5'-2'' 0.024 12'-0'' 11'-6'' 10'-7'' 9'-9'' 9'-2'' 8'-6'' 8'-0''

0.032 14'-6'' 13'-10'' 12'-9'' 11'-10'' 11'-0'' 10'-4'' 9'-9'' 0.032 14'-9'' 14'-1'' 13'-0'' 12'-1'' 11'-3'' 10'-6'' 9'-11'' 0.032 10'-10'' 10'-5'' 9'-7'' 8'-10'' 8'-3'' 7'-8'' 7'-2'' 0.032 13'-8'' 13'-5'' 13'-0'' 12'-2'' 11'-4'' 10'-8'' 10'-0''

0.036 16'-0'' 15'-3'' 14'-1'' 13'-0'' 12'-2'' 11'-4'' 10'-8'' 0.036 15'-10'' 15'-2'' 13'-11'' 12'-11'' 12'-1'' 11'-4'' 10'-7'' 0.036 11'-10'' 11'-4'' 10'-5'' 9'-8'' 9'-0'' 8'-5'' 7'-10'' 0.040 14'-8'' 14'-5'' 13'-11'' 13'-7'' 12'-10'' 12'-0'' 11'-3'' 15 0.018 8'-5'' 8'-3'' 7'-9'' 7'-2'' 6'-7'' 6'-2'' 5'-9'' 15 0.018 7'-9'' 7'-2'' 6'-5'' 5'-4'' 4'-6'' 3'-10'' 3'-3'' 15 0.018 5'-0'' 4'-11'' 4'-7'' 4'-5'' 4'-2'' 3'-10'' 3'-7'' 15 0.018 8'-9'' 8'-7'' 7'-11'' 7'-3'' 6'-8'' 6'-3'' 5'-10''

0.024 10'-11'' 10'-8'' 10'-1'' 9'-4'' 8'-9'' 8'-1'' 7'-7'' 0.024 12'-2'' 11'-10'' 11'-0'' 10'-3'' 9'-6'' 8'-11'' 8'-4'' 0.024 7'-2'' 7'-0'' 6'-8'' 6'-5'' 6'-0'' 5'-7'' 5'-2'' 0.024 11'-7'' 11'-4'' 10'-7'' 9'-9'' 9'-2'' 8'-6'' 8'-0''

0.032 13'-9'' 13'-6'' 12'-9'' 11'-10'' 11'-0'' 10'-4'' 9'-9'' 0.032 14'-3'' 13'-11'' 13'-0'' 12'-1'' 11'-3'' 10'-6'' 9'-11'' 0.032 10'-0'' 9'-9'' 9'-6'' 8'-10'' 8'-3'' 7'-8'' 7'-2'' 0.032 12'-10'' 12'-7'' 12'-5'' 12'-2'' 11'-4'' 10'-8'' 10'-0''

0.036 15'-1'' 14'-10'' 14'-1'' 13'-0'' 12'-2'' 11'-4'' 10'-8'' 0.036 15'-3'' 14'-11'' 13'-11'' 12'-11'' 12'-1'' 11'-4'' 10'-7'' 0.036 10'-11'' 10'-8'' 10'-5'' 9'-8'' 9'-0'' 8'-5'' 7'-10'' 0.040 13'-9'' 13'-7'' 13'-4'' 13'-0'' 12'-7'' 12'-0'' 11'-3'' 20 0.018 7'-9'' 7'-7'' 7'-2'' 6'-11'' 6'-7'' 6'-2'' 5'-9'' 20 0.018 6'-5'' 6'-3'' 5'-8'' 5'-3'' 4'-6'' 3'-10'' 3'-3'' 20 0.018 4'-7'' 4'-6'' 4'-4'' 4'-1'' 3'-9'' 3'-7'' 3'-5'' 20 0.018 8'-1'' 7'-11'' 7'-8'' 7'-3'' 6'-8'' 6'-3'' 5'-10''

0.024 10'-3'' 10'-1'' 9'-9'' 9'-4'' 8'-9'' 8'-1'' 7'-7'' 0.024 11'-5'' 11'-2'' 10'-9'' 10'-3'' 9'-6'' 8'-11'' 8'-4'' 0.024 6'-7'' 6'-5'' 6'-2'' 5'-9'' 5'-6'' 5'-3'' 5'-0'' 0.024 10'-10'' 10'-8'' 10'-3'' 9'-9'' 9'-2'' 8'-6'' 8'-0''

0.032 13'-0'' 12'-9'' 12'-3'' 11'-10'' 11'-0'' 10'-4'' 9'-9'' 0.032 13'-5'' 13'-2'' 12'-8'' 12'-1'' 11'-3'' 10'-6'' 9'-11'' 0.032 9'-4'' 9'-2'' 8'-9'' 8'-4'' 8'-1'' 7'-8'' 7'-2'' 0.032 12'-3'' 12'-2'' 11'-10'' 11'-7'' 11'-4'' 10'-8'' 10'-0''

0.036 14'-3'' 13'-11'' 13'-6'' 13'-0'' 12'-2'' 11'-4'' 10'-8'' 0.036 14'-4'' 14'-1'' 13'-7'' 12'-11'' 12'-1'' 11'-4'' 10'-7'' 0.036 10'-2'' 10'-0'' 9'-7'' 9'-3'' 9'-0'' 8'-5'' 7'-10'' 0.040 13'-2'' 13'-0'' 12'-9'' 12'-5'' 12'-2'' 11'-10'' 11'-3'' 25 0.018 7'-7'' 7'-5'' 7'-2'' 6'-10'' 6'-7'' 6'-2'' 5'-9'' 25 0.018 6'-5'' 6'-3'' 5'-6'' 5'-1'' 4'-6'' 3'-10'' 3'-3'' 25 0.018 4'-6'' 4'-5'' 4'-3'' 4'-0'' 3'-8'' 3'-6'' 3'-5'' 25 0.018 7'-11'' 7'-9'' 7'-6'' 7'-2'' 6'-8'' 6'-3'' 5'-10''

0.024 10'-1'' 9'-11'' 9'-7'' 9'-3'' 8'-9'' 8'-1'' 7'-7'' 0.024 11'-2'' 11'-0'' 10'-7'' 10'-3'' 9'-6'' 8'-11'' 8'-4'' 0.024 6'-7'' 6'-5'' 6'-2'' 5'-8'' 5'-6'' 5'-3'' 5'-0'' 0.024 10'-8'' 10'-6'' 10'-1'' 9'-9'' 9'-2'' 8'-6'' 8'-0''

0.032 12'-9'' 12'-6'' 12'-1'' 11'-8'' 11'-0'' 10'-4'' 9'-9'' 0.032 13'-2'' 12'-11'' 12'-5'' 12'-1'' 11'-3'' 10'-6'' 9'-11'' 0.032 9'-2'' 9'-0'' 8'-8'' 8'-2'' 7'-11'' 7'-8'' 7'-2'' 0.032 12'-2'' 12'-0'' 11'-8'' 11'-5'' 11'-3'' 10'-8'' 10'-0''

0.036 13'-11'' 13'-8'' 13'-3'' 12'-10'' 12'-2'' 11'-4'' 10'-8'' 0.036 14'-1'' 13'-10'' 13'-4'' 12'-11'' 12'-1'' 11'-4'' 10'-7'' 0.036 10'-0'' 9'-10'' 9'-5'' 9'-1'' 8'-10'' 8'-5'' 7'-10'' 0.040 13'-0'' 12'-10'' 12'-7'' 12'-4'' 12'-1'' 11'-10'' 11'-3'' 30 0.018 7'-1'' 7'-1'' 6'-9'' 6'-6'' 6'-4'' 6'-1'' 5'-8'' 30 0.018 5'-6'' 5'-4'' 5'-1'' 4'-8'' 4'-4'' 3'-10'' 3'-3'' 30 0.018 4'-3'' 4'-2'' 4'-0'' 3'-8'' 3'-6'' 3'-5'' 3'-3'' 30 0.018 7'-6'' 7'-5'' 7'-1'' 6'-10'' 6'-8'' 6'-3'' 5'-10''

0.024 9'-7'' 9'-5'' 9'-1'' 8'-10'' 8'-5'' 8'-1'' 7'-7'' 0.024 10'-7'' 10'-5'' 10'-1'' 9'-10'' 9'-6'' 8'-11'' 8'-4'' 0.024 6'-1'' 6'-1'' 5'-8'' 5'-5'' 5'-2'' 4'-11'' 4'-9'' 0.024 10'-1'' 9'-11'' 9'-8'' 9'-4'' 9'-1'' 8'-6'' 8'-0''

0.032 12'-1'' 11'-10'' 11'-6'' 11'-2'' 10'-10'' 10'-4'' 9'-9'' 0.032 12'-5'' 12'-3'' 11'-10'' 11'-6'' 11'-2'' 10'-6'' 9'-11'' 0.032 8'-8'' 8'-4'' 8'-1'' 7'-10'' 7'-7'' 7'-2'' 6'-10'' 0.032 11'-8'' 11'-7'' 11'-4'' 11'-1'' 10'-11'' 10'-8'' 10'-0''

0.036 13'-3'' 13'-0'' 12'-7'' 12'-3'' 11'-11'' 11'-4'' 10'-8'' 0.036 13'-4'' 13'-1'' 12'-8'' 12'-4'' 12'-0'' 11'-4'' 10'-7'' 0.036 9'-5'' 9'-3'' 9'-0'' 8'-8'' 8'-3'' 8'-1'' 7'-9'' 0.040 12'-7'' 12'-5'' 12'-2'' 11'-11'' 11'-9'' 11'-5'' 11'-3''

35.7 0.018 6'-9'' 6'-8'' 6'-5'' 6'-3'' 6'-0'' 5'-8'' 5'-6'' 35.7 0.018 5'-1'' 4'-10'' 4'-7'' 4'-4'' 4'-1'' 3'-7'' 3'-3'' 35.7 0.018 4'-0'' 3'-10'' 3'-8'' 3'-6'' 3'-5'' 3'-3'' 3'-1'' 35.7 0.018 7'-1'' 7'-0'' 6'-9'' 6'-7'' 6'-4'' 6'-2'' 5'-10''

0.024 8'-11'' 8'-10'' 8'-7'' 8'-4'' 8'-0'' 7'-10'' 7'-7'' 0.024 9'-11'' 9'-10'' 9'-6'' 9'-2'' 8'-10'' 8'-5'' 8'-0'' 0.024 5'-8'' 5'-6'' 5'-4'' 5'-2'' 4'-11'' 4'-9'' 4'-7'' 0.024 9'-6'' 9'-4'' 9'-1'' 8'-10'' 8'-8'' 8'-4'' 8'-0''

0.032 11'-4'' 11'-2'' 10'-10'' 10'-7'' 10'-4'' 10'-1'' 9'-9'' 0.032 11'-8'' 11'-6'' 11'-2'' 10'-11'' 10'-8'' 10'-5'' 9'-11'' 0.032 8'-1'' 7'-11'' 7'-8'' 7'-4'' 7'-1'' 6'-9'' 6'-7'' 0.032 11'-3'' 11'-1'' 10'-11'' 10'-9'' 10'-7'' 10'-5'' 10'-0''

0.036 12'-5'' 12'-3'' 11'-11'' 11'-7'' 11'-4'' 11'-1'' 10'-8'' 0.036 12'-6'' 12'-4'' 12'-0'' 11'-8'' 11'-5'' 11'-1'' 10'-7'' 0.036 8'-10'' 8'-8'' 8'-5'' 8'-2'' 7'-10'' 7'-8'' 7'-3'' 0.040 12'-1'' 11'-11'' 11'-9'' 11'-6'' 11'-4'' 11'-2'' 10'-11'' 42 0.018 6'-4'' 6'-3'' 6'-1'' 5'-10'' 5'-7'' 5'-5'' 5'-3'' 42 0.018 4'-7'' 4'-4'' 4'-2'' 4'-0'' 3'-7'' 3'-5'' 3'-2'' 42 0.018 3'-8'' 3'-7'' 3'-6'' 3'-4'' 3'-3'' 3'-1'' 2'-11'' 42 0.018 6'-8'' 6'-7'' 6'-5'' 6'-4'' 6'-1'' 6'-0'' 5'-7''

0.024 8'-5'' 8'-4'' 8'-1'' 7'-11'' 7'-8'' 7'-6'' 7'-2'' 0.024 9'-5'' 9'-2'' 8'-10'' 8'-7'' 8'-1'' 7'-10'' 7'-6'' 0.024 5'-4'' 5'-2'' 5'-0'' 4'-11'' 4'-8'' 4'-6'' 4'-5'' 0.024 9'-0'' 8'-10'' 8'-8'' 8'-5'' 8'-2'' 8'-0'' 7'-9''

0.032 10'-8'' 10'-7'' 10'-4'' 10'-1'' 9'-10'' 9'-7'' 9'-4'' 0.032 11'-1'' 10'-11'' 10'-8'' 10'-5'' 10'-2'' 9'-11'' 9'-7'' 0.032 7'-7'' 7'-4'' 7'-2'' 7'-0'' 6'-8'' 6'-7'' 6'-4'' 0.032 10'-10'' 10'-9'' 10'-7'' 10'-5'' 10'-2'' 10'-0'' 9'-8''

0.036 11'-9'' 11'-7'' 11'-4'' 11'-1'' 10'-10'' 10'-7'' 10'-3'' 0.036 11'-10'' 11'-8'' 11'-5'' 11'-1'' 10'-10'' 10'-8'' 10'-4'' 0.036 8'-3'' 8'-2'' 7'-11'' 7'-9'' 7'-4'' 7'-2'' 6'-11'' 0.040 11'-8'' 11'-6'' 11'-4'' 11'-2'' 11'-0'' 10'-10'' 10'-7'' 50 0.018 5'-10'' 5'-9'' 5'-7'' 5'-6'' 5'-4'' 5'-2'' 5'-0'' 50 0.018 4'-1'' 3'-10'' 3'-7'' 3'-6'' 3'-3'' 3'-1'' 2'-11'' 50 0.018 3'-5'' 3'-4'' 3'-3'' 3'-2'' 3'-0'' 2'-11'' 2'-9'' 50 0.018 6'-4'' 6'-3'' 6'-1'' 6'-0'' 5'-8'' 5'-6'' 5'-5''

0.024 7'-10'' 7'-10'' 7'-8'' 7'-6'' 7'-2'' 7'-0'' 6'-10'' 0.024 8'-5'' 8'-5'' 8'-1'' 7'-10'' 7'-6'' 7'-0'' 6'-10'' 0.024 4'-11'' 4'-10'' 4'-8'' 4'-7'' 4'-5'' 4'-3'' 4'-2'' 0.024 8'-4'' 8'-4'' 8'-2'' 8'-0'' 7'-9'' 7'-7'' 7'-4''

0.032 9'-11'' 9'-11'' 9'-9'' 9'-6'' 9'-4'' 9'-2'' 8'-11'' 0.032 10'-3'' 10'-3'' 10'-0'' 9'-10'' 9'-7'' 9'-5'' 9'-2'' 0.032 7'-0'' 6'-10'' 6'-8'' 6'-7'' 6'-4'' 6'-2'' 6'-0'' 0.032 10'-4'' 10'-4'' 10'-1'' 9'-10'' 9'-8'' 9'-6'' 9'-3''

0.036 10'-11'' 10'-11'' 10'-8'' 10'-5'' 10'-3'' 10'-0'' 9'-9'' 0.036 11'-0'' 11'-0'' 10'-9'' 10'-6'' 10'-4'' 10'-1'' 9'-10'' 0.036 7'-8'' 7'-8'' 7'-4'' 7'-2'' 6'-11'' 6'-9'' 6'-7'' 0.040 11'-1'' 11'-1'' 10'-11'' 10'-9'' 10'-7'' 10'-6'' 10'-3'' TABLE 4.16 TABLE 4.17 TABLE 4.18 TABLE 4.19
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 54 of 133
MAY 09 2023
CL = P - OH = 14' - 1' = 13'
148
Item 3.
115 MPH EXP C 120 MPH EXP C 130 MPH EXP C 140 MPH EXP C 150 MPH EXP C 160 MPH EXP C Panel or 130 MPH EXP B or 140 MPH EXP B or 150 MPH EXP B or 160 MPH EXP B or 170 MPH EXP B or 170 MPH EXP B Headers Thickness 1234 123123 12345123456 1234567
(in) Number of #10 Sheet Metal Screws Required per foot at Header/Panel Connection (Number of screws required per header for double headers) Dble Headers 0.018 3' 6' 9' MAX 3' 6' 9' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 5' 7' 9' 11' 2' 3' 5' 6' 8' 10' MAX Single 3x8 0.018 2' 3' 5' 6' 1' 3' 4' 1' 2' 4' 1' 2' 3' 4' 5' 1' 2' 3' 4' 5' 5' 1' 2' 2' 3' 4' 5' 6'

5.5" Alum Fascia 0.018 2' 3' 5' 6' 1' 3' 4' 1' 2' 4' 1' 2' 3' 4' 5' 1' 2' 3' 4' 5' 5' 1' 2' 2' 3' 4' 5' 6' All others 0.018 2' 3' 5' 6' 1' 3' 4' 1' 2' 4' 1' 2' 3' 4' 5' 1' 2' 3' 4' 5' 5' 1' 2' 2' 3' 4' 5' 6' Dble Headers 0.024 4' 8' 12' MAX 4' 8' 11' 3' 6' 10' 3' 6' 8' 11' 14' 2' 5' 7' 10' 12' 15' 2' 4' 6' 8' 11' 13' 15' Single 3x8 0.024 2' 4' 6' 8' 2' 4' 6' 2' 3' 5' 1' 3' 4' 6' 7' 1' 2' 4' 5' 6' 7' 1' 2' 3' 4' 5' 6' 7'

5.5" Alum Fascia 0.024 2' 4' 6' 8' 2' 4' 6' 2' 3' 5' 1' 3' 4' 6' 7' 1' 2' 4' 5' 6' 7' 1' 2' 3' 4' 5' 6' 7' All others 0.024 2' 4' 6' 8' 2' 4' 6' 2' 3' 5' 1' 3' 4' 6' 7' 1' 2' 4' 5' 6' 7' 1' 2' 3' 4' 5' 6' 7' Dble Headers 0.032 6' 11' 17' MAX 5' 10' 15' 4' 9' 13' 4' 7' 11' 15' MAX 3' 6' 10' 13' 16' MAX 3' 6' 8' 11' 14' 17' MAX Single 3x8 0.032 3' 6' 8' 11' 3' 5' 8' 2' 4' 6' 2' 4' 6' 7' 9' 2' 3' 5' 6' 8' 10' 1' 3' 4' 6' 7' 8' 10'

5.5" Alum Fascia 0.032 3' 6' 8' 11' 3' 5' 8' 2' 4' 6' 2' 4' 6' 7' 9' 2' 3' 5' 6' 8' 10' 1' 3' 4' 6' 7' 8' 10' All others 0.032 3' 6' 8' 11' 3' 5' 8' 2' 4' 6' 2' 4' 6' 7' 9' 2' 3' 5' 6' 8' 10' 1' 3' 4' 6' 7' 8' 10' Dble Headers 0.036 6' 11' 17' MAX 5' 10' 15' 4' 9' 13' 4' 8' 11' 15' 19' 3' 7' 10' 13' 16' MAX 3' 6' 9' 11' 14' 17' MAX Single 3x8 0.036 3' 6' 9' 12' 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 3' 5' 7' 9' 10' 2' 3' 5' 6' 8' 9' 11'

5.5" Alum Fascia 0.036 3' 6' 9' 12' 3' 6' 9' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 5' 7' 9' 11' 2' 3' 5' 6' 8' 10' 11' All others 0.036 3' 6' 9' 12' 3' 6' 9' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 5' 7' 9' 11' 2' 3' 5' 6' 8' 10' 11' Table 4.36b Maximum Tributary Width for Each Header/Panel and Number of #10 Screw Combination 115 MPH EXP C 120 MPH EXP C 130 MPH EXP C 140 MPH EXP C 150 MPH EXP C 160 MPH EXP C Panel or 130 MPH EXP B or 140 MPH EXP B or 150 MPH EXP B or 160 MPH EXP B or 170 MPH EXP B or 170 MPH EXP B Headers Thickness 1234 123123 12345123456 123456
(in) Number of #14 Sheet Metal Screws Required per foot at Header/Panel Connection (Number of screws required per header for double headers) Dble Headers 0.018 6' MAX MAX MAX 5' 11' MAX 5' 9' MAX 4' 8' MAX MAX MAX 3' 7' 10' MAX MAX MAX 3' 6' 9' MAX MAX MAX Single 3x8 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 3' 5' 7' 9' 10' 2' 3' 5' 6' 8' 9'

5.5" Alum Fascia 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 3' 5' 7' 9' 10' 2' 3' 5' 6' 8' 9' All others 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 3' 5' 7' 9' 10' 2' 3' 5' 6' 8' 9' Dble Headers 0.024 7' 15' MAX MAX 7' 14' MAX 6' 12' MAX 5' 10' 15' MAX MAX 4' 9' 13' MAX MAX MAX 4' 8' 11' MAX MAX MAX Single 3x8 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12'

5.5" Alum Fascia 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12' All others 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12' Dble Headers 0.032 7' 15' MAX MAX 7' 14' MAX 6' 12' 17' 5' 10' 15' MAX MAX 4' 9' 13' 17' MAX MAX 4' 8' 11' 15' MAX MAX Single 3x8 0.032 4' 8' 12' 16' 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12'

5.5" Alum Fascia 0.032 5' 10' 16' MAX 5' 10' 14' 4' 8' 12' 3' 7' 10' 14' 17' 3' 6' 9' 12' 15' MAX 3' 5' 8' 11' 13' 16' All others 0.032 5' 10' 16' MAX 5' 10' 14' 4' 8' 12' 3' 7' 10' 14' 17' 3' 6' 9' 12' 15' MAX 3' 5' 8' 11' 13' 16' Dble Headers 0.036 7' 15' MAX MAX 7' 14' MAX 6' 12' 17' 5' 10' 15' MAX MAX 4' 9' 13' 17' MAX MAX 4' 8' 11' 15' 19' MAX Single 3x8 0.036 4' 8' 12' 16' 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12'

5.5" Alum Fascia 0.036 5' 11' 16' MAX 5' 10' 15' 4' 8' 13' 4' 7' 11' 14' 18' 3' 6' 9' 13' 16' 19' 3' 5' 8' 11' 14' 16' All others 0.036 6' 12' 18' MAX 5' 11' 16' 5' 9' 14' 4' 8' 12' 16' MAX 3' 7' 10' 14' 17' MAX 3' 6' 9' 12' 15' 18' Table 4.37b Maximum Tributary Width for Each Header/Panel and Number of #14 Screw Combination Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503
(434) 384-2514
[email protected]
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 58 of 133
MAY 09 2023
149
Item 3.

SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS Roof Solidity:

Ground Snow Load: 10 psf Live Load: 10 psf Wind Speed: 130  MPH EXPOSURE C or 150  MPH EXPOSURE B Seismic Ss= Seismic Design Category D Structures are Attached to Existing Building 8 cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" Table 5.8a Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 3' Type (in) 8' 10' 12' 3.5' Type (in) 8' 10' 12' 4' Type (in) 8' 10' 12' 4.5' Type (in) 8' 10' 12' 5' Type (in) 8' 10' 12' 5.5' Type (in) 8' 10' 12' 6' Type (in) 8' 10' 12' 6.5' Type (in) 8' 10' 12' 7' Type (in) 8' 10' 12' 7.5' Type (in) 8' 10' 12' 8' Type (in) 8' 10' 12' On Slab On Slab 22'‐8'' D 19'‐5'' D 17'‐0'' D 15'‐1'' D 13'‐7'' D 12'‐4'' D 11'‐4'' D 10'‐5'' A1 9'‐8'' D 9'‐1'' D 8'‐6'' D

0.042"x3"x8" N30 8'‐11'' A1 24 20 21 22 8'‐1'' A1 25 21 22 23 7'‐5'' A1 25 22 23 24 6'‐11'' A1 25 22 24 25 6'‐5'' A1 26 23 24 26 6'‐0'' A1 26 24 25 26 5'‐8'' A1 26 24 26 27 5'‐4'' A1 26 25 26 27 5'‐1'' A1 26 25 27 28 4'‐9'' A1 27 26 27 28 4'‐7'' A1 27 26 28 29 Double 3"x8" N25 13'‐5'' A1 28 20 21 22 12'‐4'' A2 28 21 22 23 11'‐4'' A2 29 22 23 24 10'‐8'' A2 29 22 24 25 10'‐0'' A3 30 23 24 26 9'‐5'' A3 30 24 25 26 8'‐11'' A3 30 24 26 27 8'‐6'' A3 31 25 26 27 8'‐2'' A3 31 25 27 28 7'‐9'' B 31 26 27 28 7'‐6'' C 31 26 28 29 Double 2"x6.625" N25 12'‐0'' A1 27 20 21 22 11'‐0'' A1 27 21 22 23 10'‐3'' A1 28 22 23 24 9'‐8'' A2 28 22 24 25 9'‐1'' A2 29 23 24 26 8'‐7'' A2 29 24 25 26 8'‐2'' A2 29 24 26 27 7'‐9'' A3 30 25 26 27 7'‐5'' A3 30 25 27 28 7'‐2'' A3 30 26 27 28 6'‐10'' A3 31 26 28 29

5.5" Extruded Fascia L 11'‐6'' A1 26 20 21 22 10'‐6'' A1 27 21 22 23 9'‐8'' A1 27 22 23 24 9'‐1'' A1 28 22 24 25 8'‐6'' A2 28 23 24 26 8'‐0'' A2 28 24 25 26 7'‐7'' A2 29 24 26 27 7'‐3'' A2 29 25 26 27 6'‐11'' A2 29 25 27 28 6'‐7'' A3 30 26 27 28 6'‐4'' A3 30 26 28 29 California Fascia N10, G 10'‐0'' A1 25 20 21 22 9'‐1'' A1 25 21 22 23 8'‐4'' A1 26 22 23 24 7'‐9'' A1 26 22 24 25 7'‐3'' A1 27 23 24 26 6'‐10'' A1 27 24 25 26 6'‐5'' A1 27 24 26 27 6'‐1'' A1 27 25 26 27 5'‐10'' A1 28 25 27 28 5'‐6'' A2 28 26 27 28 5'‐3'' A2 28 26 28 29 Classic Fascia H 17'‐4'' A3 30 20 21 22 16'‐0'' A3 31 21 22 23 14'‐11'' B 31 22 23 24 14'‐2'' C 32 22 24 25 13'‐5'' C 33 23 24 26 12'‐10'' D 33 24 25 26 12'‐3'' D 34 24 26 27 11'‐9'' D 34 25 26 27 11'‐4'' E 35 25 27 28 11'‐0'' E 35 26 27 28 10'‐7'' E 35 26 28 29 16 G Steel C N9, T 14'‐9'' A2 28 20 21 22 13'‐2'' A2 29 21 22 23 12'‐0'' A2 29 22 23 24 11'‐1'' A3 30 22 24 25 10'‐3'' A3 30 23 24 26 9'‐7'' A3 30 24 25 26 8'‐9'' A3 30 24 26 27 8'‐0'' A3 30 25 26 27 7'‐6'' A3 30 25 27 28 7'‐0'' A3 30 26 27 28 6'‐7'' A3 30 26 28 29 14 G Steel C N9, T 17'‐10'' A3 30 20 21 22 16'‐1'' A3 31 21 22 23 14'‐8'' B 31 22 23 24 13'‐8'' C 32 22 24 25 12'‐8'' C 32 23 24 26 11'‐9'' C 32 24 25 26 11'‐1'' C 33 24 26 27 10'‐5'' D 33 25 26 27 9'‐11'' D 33 25 27 28 9'‐5'' D 33 26 27 28 8'‐10'' D 33 26 28 29 12 G Steel C N9, T 26'‐6'' E 35 20 22 23 24'‐0'' E 35 21 22 23 22'‐1'' E 36 22 23 24 20'‐8'' E 36 22 24 25 19'‐4'' E 37 23 24 26 18'‐2'' E 37 24 25 26 17'‐1'' E 38 24 26 27 16'‐3'' F 38 25 26 27 15'‐7'' F 38 25 27 28 14'‐10'' F 39 26 27 28 14'‐2'' F 39 26 28 29 Double 16 G Steel C N9, N25, T 26'‐9'' E 35 20 22 23 24'‐8'' E 36 21 22 23 22'‐11'' E 36 22 23 24 21'‐9'' E 37 22 24 25 20'‐6'' E 38 23 24 26 19'‐5'' F 38 24 25 26 18'‐6'' F 39 24 26 27 17'‐9'' F 39 25 26 27 17'‐1'' G 40 25 27 28 16'‐5'' G 40 26 27 28 15'‐10'' G 40 26 28 29 Double 14 G Steel C N9, N25, T 30'‐10'' E 36 21 22 24 28'‐6'' E 37 22 23 24 26'‐7'' F 38 22 23 24 25'‐2'' F 39 22 24 25 23'‐10'' G 40 23 24 26 22'‐7'' G 40 24 25 26 21'‐7'' G 41 24 26 27 20'‐8'' G 41 25 26 27 20'‐0'' G 42 25 27 28 19'‐3'' G 42 26 27 28 18'‐7'' H1 43 26 28 29 Double 12 G Steel C N9, N25, T 40'‐0'' G 40 23 24 25 37'‐8'' G 41 23 25 26 35'‐2'' G 42 24 25 26 33'‐4'' H1 43 24 25 27 31'‐7'' H1 43 24 26 27 30'‐1'' H1 44 25 26 27 28'‐9'' H1 45 25 26 28 27'‐7'' H1 45 25 27 28 26'‐8'' H1 46 25 27 28 25'‐9'' H1 47 26 27 28 24'‐11'' H1 47 26 28 29 Steel Cloverleaf W 8'‐8'' A1 24 20 21 22 7'‐10'' A1 24 21 22 23 7'‐2'' A1 25 22 23 24 6'‐9'' A1 25 22 24 25 6'‐3'' A1 25 23 24 26 5'‐10'' A1 26 24 25 26 5'‐6'' A1 26 24 26 27 5'‐3'' A1 26 25 26 27 5'‐0'' A1 26 25 27 28 4'‐9'' A1 27 26 27 28 4'‐6'' A1 27 26 28 29 DBL Steel Cloverleaf AA 14'‐1'' A2 28 20 21 22 13'‐0'' A2 29 21 22 23 12'‐2'' A2 29 22 23 24 11'‐6'' A3 30 22 24 25 10'‐11'' A3 31 23 24 26 10'‐4'' A3 31 24 25 26 9'‐11'' B 31 24 26 27 9'‐6'' C 32 25 26 27 9'‐2'' C 32 25 27 28 8'‐10'' C 33 26 27 28 8'‐7'' D 33 26 28 29 4x3 I Beam Y 9'‐6'' A1 25 20 21 22 9'‐2'' A1 26 21 22 23 8'‐10'' A1 26 22 23 24 8'‐7'' A1 27 22 24 25 8'‐4'' A2 28 23 24 26 8'‐2'' A2 29 24 25 26 7'‐9'' A2 29 24 26 27 7'‐3'' A2 29 25 26 27 6'‐11'' A2 29 25 27 28 6'‐6'' A2 29 26 27 28 6'‐2'' A3 30 26 28 29 7x4 I Beam Q 13'‐5'' A1 28 20 21 22 12'‐11'' A2 29 21 22 23 12'‐6'' A3 30 22 23 24 12'‐2'' A3 31 22 24 25 11'‐10'' B 31 23 24 26 11'‐7'' C 32 24 25 26 11'‐3'' D 33 24 26 27 11'‐1'' D 33 25 26 27 10'‐11'' D 34 25 27 28 10'‐5'' D 34 26 27 28 9'‐10'' E 35 26 28 29 trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 8.5' Type (in) 8' 10' 12' 9' Type (in) 8' 10' 12' 10' Type (in) 8' 10' 12' 10.5' Type (in) 8' 10' 12' 11' Type (in) 8' 10' 12' 11.5' Type (in) 8' 10' 12' 12' Type (in) 8' 10' 12' 13' Type (in) 8' 10' 12' 14' Type (in) 8' 10' 12' 15' Type (in) 8' 10' 12' On Slab On Slab 8'‐0'' D 7'‐6'' D 6'‐9'' D 6'‐5'' D 6'‐2'' D 5'‐11'' D 5'‐8'' D 5'‐2'' D 4'‐10'' D 4'‐6'' D

0.042"x3"x8" N30 4'‐4'' A1 27 26 28 29 4'‐2'' A1 27 27 28 30 3'‐10'' A1 27 28 29 31 3'‐8'' A1 27 28 30 31 3'‐6'' A1 27 28 30 31 3'‐5'' A1 27 29 30 32 3'‐3'' A1 27 29 31 32 3'‐1'' A1 28 29 31 33 2'‐10'' A1 28 30 32 33 2'‐8'' A1 28 31 32 34 Double 3"x8" N25 7'‐2'' C 32 26 28 29 6'‐11'' C 32 27 28 30 6'‐5'' C 32 28 29 31 6'‐2'' C 32 28 30 31 6'‐0'' C 33 28 30 31 5'‐10'' C 33 29 30 32 5'‐8'' D 33 29 31 32 5'‐4'' D 33 29 31 33 5'‐1'' D 33 30 32 33 4'‐9'' D 34 31 32 34 Double 2"x6.625" N25 6'‐7'' A3 31 26 28 29 6'‐5'' A3 31 27 28 30 6'‐0'' C 32 28 29 31 5'‐9'' C 32 28 30 31 5'‐8'' C 32 28 30 31 5'‐6'' C 32 29 30 32 5'‐4'' C 32 29 31 32 5'‐0'' C 32 29 31 33 4'‐9'' C 33 30 32 33 4'‐7'' D 33 31 32 34

5.5" Extruded Fascia L 6'‐1'' A3 30 26 28 29 5'‐11'' A3 30 27 28 30 5'‐6'' A3 31 28 29 31 5'‐4'' A3 31 28 30 31 5'‐2'' A3 31 28 30 31 5'‐0'' A3 31 29 30 32 4'‐10'' B 31 29 31 32 4'‐7'' C 31 29 31 33 4'‐4'' C 32 30 32 33 4'‐2'' C 32 31 32 34 California Fascia N10, G 5'‐0'' A2 28 26 28 29 4'‐10'' A2 28 27 28 30 4'‐6'' A2 29 28 29 31 4'‐4'' A2 29 28 30 31 4'‐2'' A2 29 28 30 31 4'‐1'' A2 29 29 30 32 3'‐11'' A2 29 29 31 32 3'‐8'' A2 29 29 31 33 3'‐6'' A2 29 30 32 33 3'‐3'' A3 30 31 32 34 Classic Fascia H 10'‐3'' E 36 26 28 29 10'‐0'' E 36 27 28 30 9'‐6'' E 37 28 29 31 9'‐3'' E 37 28 30 31 9'‐0'' E 37 28 30 31 8'‐9'' E 37 29 30 32 8'‐7'' E 38 29 31 32 8'‐2'' F 38 29 31 33 7'‐10'' F 39 30 32 33 7'‐7'' F 39 31 32 34 16 G Steel C N9, T 6'‐2'' A3 30 26 28 29 5'‐10'' A3 30 27 28 30 5'‐3'' A3 30 28 29 31 5'‐0'' A3 30 28 30 31 4'‐9'' A3 30 28 30 31 4'‐7'' A3 30 29 30 32 4'‐4'' A3 30 29 31 32 4'‐0'' A3 30 29 31 33 3'‐9'' A3 30 30 32 33 3'‐6'' A3 30 31 32 34 14 G Steel C N9, T 8'‐4'' D 33 26 28 29 7'‐11'' D 33 27 28 30 7'‐1'' D 33 28 29 31 6'‐9'' D 33 28 30 31 6'‐6'' D 33 28 30 31 6'‐2'' D 33 29 30 32 5'‐11'' D 33 29 31 32 5'‐5'' D 33 29 31 33 5'‐1'' D 33 30 32 33 4'‐9'' D 33 31 32 34 12 G Steel C N9, T 13'‐7'' G 39 26 28 29 13'‐2'' G 40 27 28 30 12'‐2'' G 40 28 29 31 11'‐9'' G 40 28 30 31 11'‐5'' G 40 28 30 31 11'‐1'' G 41 29 30 32 10'‐9'' G 41 29 31 32 10'‐2'' G 41 29 31 33 9'‐8'' G 41 30 32 33 9'‐2'' G 42 31 32 34 Double 16 G Steel C N9, N25, T 15'‐4'' G 41 26 28 29 14'‐10'' G 41 27 28 30 14'‐0'' G 42 28 29 31 13'‐7'' G 42 28 30 31 13'‐3'' H1 42 28 30 31 12'‐11'' H1 43 29 30 32 12'‐7'' H1 43 29 31 32 12'‐0'' H1 43 29 31 33 11'‐6'' H1 44 30 32 33 11'‐0'' H1 44 31 32 34 Double 14 G Steel C N9, N25, T 18'‐0'' H1 43 26 28 29 17'‐6'' H1 43 27 28 30 16'‐7'' H1 44 28 29 31 16'‐1'' H1 45 28 30 31 15'‐9'' H1 45 28 30 31 15'‐5'' H1 45 29 30 32 15'‐0'' H1 45 29 31 32 14'‐3'' H1 46 29 31 33 13'‐8'' H1 46 30 32 33 13'‐1'' H1 47 31 32 34 Double 12 G Steel C N9, N25, T 24'‐2'' H2 47 26 28 29 23'‐6'' H2 48 27 28 30 22'‐3'' H2 49 28 29 31 21'‐9'' H2 49 28 30 31 21'‐3'' H2 50 28 30 31 20'‐9'' H2 50 29 30 32 20'‐4'' H2 50 29 31 32 19'‐6'' H3 51 29 31 33 18'‐10'' H3 52 30 32 33 18'‐2'' H3 52 31 32 34 Steel Cloverleaf W 4'‐4'' A1 27 26 28 29 4'‐2'' A1 27 27 28 30 3'‐10'' A1 27 28 29 31 3'‐9'' A1 27 28 30 31 3'‐7'' A1 28 28 30 31 3'‐6'' A1 28 29 30 32 3'‐4'' A1 28 29 31 32 3'‐2'' A2 28 29 31 33 3'‐0'' A2 28 30 32 33 2'‐10'' A2 28 31 32 34 DBL Steel Cloverleaf AA 8'‐4'' D 33 26 28 29 8'‐1'' D 34 27 28 30 7'‐8'' D 34 28 29 31 7'‐5'' D 34 28 30 31 7'‐4'' E 35 28 30 31 7'‐2'' E 35 29 30 32 7'‐0'' E 35 29 31 32 6'‐8'' E 36 29 31 33 6'‐5'' E 36 30 32 33 6'‐2'' E 37 31 32 34 4x3 I Beam Y 5'‐11'' A3 30 26 28 29 5'‐8'' A3 30 27 28 30 5'‐2'' A3 30 28 29 31 5'‐0'' A3 30 28 30 31 4'‐10'' A3 30 28 30 31 4'‐8'' A3 30 29 30 32 4'‐5'' A3 30 29 31 32 4'‐2'' A3 30 29 31 33 3'‐11'' A3 31 30 32 33 3'‐8'' A3 31 31 32 34 7x4 I Beam Q 9'‐5'' E 35 26 28 29 9'‐0'' E 35 27 28 30 8'‐3'' E 35 28 29 31 7'‐11'' E 35 28 30 31 7'‐8'' E 35 28 30 31 7'‐4'' E 35 29 30 32 7'‐1'' E 35 29 31 32 6'‐7'' E 36 29 31 33 6'‐2'' E 36 30 32 33 5'‐10'' E 36 31 32 34 Ground Snow Load: 10 psf Live Load: 10 psf Wind Speed: 130  MPH EXPOSURE C or 150  MPH EXPOSURE B Seismic Ss= Seismic Design Category D Freestanding  Structures cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" Table 5.8b Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 3' Type (in) 8' 10' 12' 3.5' Type (in) 8' 10' 12' 4' Type (in) 8' 10' 12' 4.5' Type (in) 8' 10' 12' 5' Type (in) 8' 10' 12' 5.5' Type (in) 8' 10' 12' 6' Type (in) 8' 10' 12' 6.5' Type (in) 8' 10' 12' 7' Type (in) 8' 10' 12' 7.5' Type (in) 8' 10' 12' 8' Type (in) 8' 10' 12' On Slab On Slab n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D

0.042"x3"x8" N30 9'‐10'' A1 22 28 30 31 9'‐1'' A1 22 27 29 30 8'‐4'' A1 23 27 28 30 7'‐8'' A1 23 26 28 29 7'‐2'' A1 23 26 27 29 6'‐9'' A1 24 25 27 28 6'‐4'' A2 24 25 26 28 6'‐0'' A2 24 25 26 27 5'‐9'' A2 24 24 26 27 5'‐5'' A2 24 25 26 27 5'‐2'' A2 25 25 27 28 Double 3"x8" N25 14'‐8'' A2 25 31 33 34 13'‐8'' A3 26 30 32 34 12'‐7'' A3 26 30 31 33 11'‐9'' A3 27 29 31 32 11'‐0'' B 27 29 30 32 10'‐6'' C 27 28 30 31 9'‐11'' C 28 28 30 31 9'‐5'' C 28 28 29 31 9'‐1'' D 28 27 29 30 8'‐8'' D 29 27 29 30 8'‐4'' D 29 27 28 30 Double 2"x6.625" N25 13'‐1'' A2 24 29 30 32 12'‐2'' A2 25 28 30 31 11'‐3'' A2 25 28 29 31 10'‐7'' A3 26 27 29 30 9'‐11'' A3 26 27 28 30 9'‐6'' A3 27 26 28 29 9'‐0'' A3 27 26 28 29 8'‐7'' C 27 26 27 29 8'‐3'' C 27 25 27 28 7'‐11'' C 28 25 27 28 7'‐7'' C 28 25 27 28

5.5" Extruded Fascia L 12'‐7'' A1 24 27 29 30 11'‐8'' A2 24 26 28 29 10'‐9'' A2 25 26 27 29 10'‐0'' A2 25 25 27 28 9'‐4'' A3 26 25 27 28 8'‐11'' A3 26 25 26 27 8'‐5'' A3 26 24 26 27 8'‐0'' A3 27 24 26 27 7'‐9'' A3 27 24 26 27 7'‐5'' C 27 25 26 27 7'‐1'' C 27 25 27 28 California Fascia N10, G 11'‐0'' A1 23 25 26 28 10'‐2'' A1 23 25 26 27 9'‐4'' A1 24 24 25 27 8'‐7'' A2 24 24 25 26 8'‐0'' A2 24 23 24 26 7'‐8'' A2 25 23 24 25 7'‐2'' A2 25 23 25 26 6'‐10'' A2 25 24 25 26 6'‐6'' A3 25 24 26 27 6'‐2'' A3 26 25 26 27 5'‐11'' A3 26 25 27 28 Classic Fascia H 18'‐9'' C 27 30 32 34 17'‐6'' C 28 30 31 33 16'‐4'' D 29 29 31 32 15'‐4'' D 29 29 30 32 14'‐7'' E 30 28 30 31 14'‐0'' E 30 28 30 31 13'‐4'' E 31 28 29 31 12'‐10'' E 31 27 29 30 12'‐5'' E 31 27 29 30 11'‐11'' E 32 27 29 30 11'‐7'' E 32 27 28 30 16 G Steel C N9, T 16'‐5'' A3 26 32 34 35 15'‐0'' A3 27 31 33 34 13'‐7'' B 27 30 32 34 12'‐6'' C 27 30 31 33 11'‐6'' C 27 29 31 32 10'‐10'' C 28 29 30 32 10'‐2'' C 28 28 30 31 9'‐7'' C 28 28 29 31 8'‐11'' D 28 27 29 30 8'‐4'' C 28 27 28 30 7'‐9'' C 28 26 28 29 14 G Steel C N9, T 19'‐10'' C 28 33 35 37 18'‐2'' D 28 33 35 36 16'‐7'' D 29 32 34 35 15'‐3'' D 29 31 33 35 14'‐1'' D 29 31 32 34 13'‐4'' E 30 30 32 33 12'‐6'' E 30 30 31 33 11'‐9'' E 30 29 31 32 11'‐3'' E 30 29 31 32 10'‐8'' E 31 29 30 32 10'‐2'' E 31 28 30 31 12 G Steel C N9, T 29'‐2'' E 31 37 39 41 26'‐10'' E 32 36 38 40 24'‐8'' F 33 35 37 39 22'‐10'' F 33 35 37 38 21'‐4'' G 34 34 36 38 20'‐3'' G 34 34 36 37 19'‐2'' G 34 33 35 37 18'‐2'' G 35 33 35 36 17'‐5'' G 35 32 34 36 16'‐7'' G 35 32 34 35 15'‐11'' G 36 32 33 35 Double 16 G Steel C N9, N25, T 29'‐1'' E 31 37 39 41 27'‐1'' E 32 36 38 40 25'‐3'' F 33 35 38 39 23'‐8'' F 34 35 37 39 22'‐4'' G 34 34 36 38 21'‐4'' G 35 34 36 38 20'‐4'' G 35 34 36 37 19'‐5'' G 36 33 35 37 18'‐9'' G 36 33 35 36 18'‐1'' H1 36 33 34 36 17'‐5'' H1 37 32 34 36 Double 14 G Steel C N9, N25, T 33'‐5'' F 33 38 40 42 31'‐3'' G 34 37 40 41 29'‐1'' G 35 37 39 41 27'‐4'' G 35 36 38 40 25'‐10'' G 36 36 38 40 24'‐9'' H1 36 35 37 39 23'‐7'' H1 37 35 37 39 22'‐7'' H1 37 35 37 38 21'‐11'' H1 38 34 36 38 21'‐1'' H1 38 34 36 38 20'‐4'' H1 39 34 36 37 Double 12 G Steel C N9, N25, T 40'‐0'' G 35 40 42 44 40'‐0'' H1 37 40 42 44 38'‐5'' H1 38 39 42 44 36'‐2'' H1 39 39 41 43 34'‐3'' H1 39 38 41 42 32'‐10'' H1 40 38 40 42 31'‐4'' H2 41 37 40 42 30'‐1'' H2 41 37 39 41 29'‐1'' H2 42 37 39 41 28'‐1'' H2 42 36 39 40 27'‐2'' H2 43 36 38 40 Steel Cloverleaf W 9'‐7'' A1 22 22 23 24 8'‐10'' A1 22 21 22 23 8'‐1'' A1 23 21 22 23 7'‐6'' A1 23 22 23 24 6'‐11'' A1 23 22 24 25 6'‐7'' A1 23 23 24 25 6'‐2'' A1 24 23 25 26 5'‐10'' A1 24 24 25 26 5'‐7'' A2 24 24 26 27 5'‐4'' A2 24 25 26 27 5'‐1'' A2 24 25 27 28 DBL Steel Cloverleaf AA 15'‐3'' A3 25 24 26 27 14'‐3'' A3 26 24 25 27 13'‐3'' A3 27 23 25 26 12'‐6'' C 27 23 24 26 11'‐10'' C 28 23 24 25 11'‐4'' C 28 23 24 25 10'‐10'' D 29 23 25 26 10'‐4'' D 29 24 25 26 10'‐0'' D 29 24 26 27 9'‐8'' D 30 25 26 27 9'‐4'' E 30 25 27 28 4x3 I Beam Y 10'‐5'' A1 22 24 25 26 10'‐0'' A1 23 24 25 26 9'‐8'' A2 24 23 25 26 9'‐5'' A2 25 23 25 26 9'‐2'' A3 25 23 24 25 8'‐9'' A3 26 23 24 25 8'‐5'' A3 26 23 25 26 8'‐0'' A3 27 24 25 26 7'‐9'' B 27 24 26 27 7'‐5'' C 27 25 26 27 7'‐1'' C 27 25 27 28 7x4 I Beam Q 14'‐9'' A2 25 30 32 33 14'‐2'' A3 26 30 31 33 13'‐8'' B 27 29 31 33 13'‐4'' C 28 29 31 32 13'‐0'' D 29 29 31 32 12'‐9'' D 29 29 31 32 12'‐5'' E 30 29 30 32 12'‐2'' E 30 28 30 32 12'‐0'' E 31 28 30 31 11'‐9'' E 32 28 30 31 11'‐3'' E 32 28 30 31 trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 8.5' Type (in) 8' 10' 12' 9' Type (in) 8' 10' 12' 10' Type (in) 8' 10' 12' 10.5' Type (in) 8' 10' 12' 11' Type (in) 8' 10' 12' 11.5' Type (in) 8' 10' 12' 12' Type (in) 8' 10' 12' 13' Type (in) 8' 10' 12' 14' Type (in) 8' 10' 12' 15' Type (in) 8' 10' 12' On Slab On Slab n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D

0.042"x3"x8" N30 4'‐11'' A2 25 26 27 28 4'‐9'' A2 25 26 27 29 4'‐4'' A2 25 27 28 29 4'‐3'' A2 25 27 28 30 4'‐1'' A2 25 27 29 30 3'‐11'' A2 25 28 29 31 3'‐9'' A2 25 28 29 31 3'‐6'' A3 25 28 30 32 3'‐4'' A3 26 29 31 32 3'‐2'' A3 26 29 31 33 Double 3"x8" N25 8'‐0'' D 29 27 28 29 7'‐9'' D 29 26 28 29 7'‐2'' D 30 27 28 29 7'‐0'' E 30 27 28 30 6'‐9'' E 30 27 29 30 6'‐7'' E 30 28 29 31 6'‐4'' E 30 28 29 31 6'‐0'' E 30 28 30 32 5'‐9'' E 31 29 31 32 5'‐5'' E 31 29 31 33 Double 2"x6.625" N25 7'‐4'' C 28 26 27 28 7'‐1'' D 28 26 27 29 6'‐8'' D 29 27 28 29 6'‐6'' D 29 27 28 30 6'‐3'' D 29 27 29 30 6'‐1'' D 29 28 29 31 5'‐11'' D 29 28 29 31 5'‐8'' E 30 28 30 32 5'‐5'' E 30 29 31 32 5'‐1'' E 30 29 31 33

5.5" Extruded Fascia L 6'‐10'' C 27 26 27 28 6'‐7'' C 28 26 27 29 6'‐2'' C 28 27 28 29 6'‐0'' D 28 27 28 30 5'‐9'' D 28 27 29 30 5'‐7'' D 28 28 29 31 5'‐5'' D 29 28 29 31 5'‐2'' D 29 28 30 32 4'‐11'' D 29 29 31 32 4'‐8'' D 29 29 31 33 California Fascia N10, G 5'‐8'' A3 26 26 27 28 5'‐6'' A3 26 26 27 29 5'‐1'' A3 26 27 28 29 4'‐11'' A3 26 27 28 30 4'‐9'' A3 27 27 29 30 4'‐7'' A3 27 28 29 31 4'‐5'' A3 27 28 29 31 4'‐2'' B 27 28 30 32 4'‐0'' C 27 29 31 32 3'‐9'' C 27 29 31 33 Classic Fascia H 11'‐2'' E 32 27 28 29 10'‐11'' F 33 26 28 29 10'‐4'' F 33 27 28 29 10'‐1'' F 34 27 28 30 9'‐10'' G 34 27 29 30 9'‐7'' G 34 28 29 31 9'‐5'' G 34 28 29 31 9'‐0'' G 35 28 30 32 8'‐8'' G 35 29 31 32 8'‐4'' G 35 29 31 33 16 G Steel C N9, T 7'‐4'' C 28 26 27 29 6'‐11'' D 28 26 27 29 6'‐3'' C 28 27 28 29 5'‐11'' D 28 27 28 30 5'‐8'' C 28 27 29 30 5'‐5'' C 28 28 29 31 5'‐2'' C 28 28 29 31 4'‐9'' C 28 28 30 32 4'‐5'' D 28 29 31 32 4'‐2'' C 28 29 31 33 14 G Steel C N9, T9'‐8'' E 31 28 29 31 9'‐4'' E 31 28 29 31 8'‐5'' E 31 27 28 30 8'‐1'' E 31 27 28 30 7'‐8'' E 31 27 29 30 7'‐4'' E 31 28 29 31 7'‐0'' E 31 28 29 31 6'‐6'' E 31 28 30 32 6'‐0'' E 31 29 31 32 5'‐7'' E 31 29 31 33 12 G Steel C N9, T 15'‐3'' G 36 31 33 35 14'‐9'' G 36 31 33 34 13'‐8'' H1 37 30 32 34 13'‐4'' H1 37 30 32 33 12'‐10'' H1 37 30 32 33 12'‐5'' H1 37 30 31 33 12'‐1'' H1 37 29 31 33 11'‐5'' H1 38 29 31 32 10'‐11'' H1 38 29 31 32 10'‐4'' H1 38 29 31 33 Double 16 G Steel C N9, N25, T 16'‐10'' H1 37 32 34 35 16'‐4'' H1 37 32 34 35 15'‐4'' H1 38 31 33 35 15'‐0'' H1 38 31 33 34 14'‐7'' H1 39 31 33 34 14'‐3'' H1 39 31 32 34 13'‐10'' H1 39 30 32 34 13'‐3'' H1 39 30 32 33 12'‐9'' H1 40 30 32 33 12'‐2'' H1 40 30 31 33 Double 14 G Steel C N9, N25, T 19'‐8'' H1 39 33 35 37 19'‐2'' H1 39 33 35 37 18'‐1'' H1 40 33 35 36 17'‐8'' H1 40 32 34 36 17'‐3'' H2 41 32 34 36 16'‐10'' H2 41 32 34 35 16'‐5'' H2 41 32 34 35 15'‐9'' H2 42 31 33 35 15'‐2'' H2 42 31 33 35 14'‐6'' H2 43 31 33 34 Double 12 G Steel C N9, N25, T 26'‐3'' H2 43 36 38 40 25'‐8'' H3 43 36 38 39 24'‐3'' H3 44 35 37 39 23'‐9'' H3 45 35 37 39 23'‐2'' H3 45 35 37 38 22'‐7'' H3 45 35 37 38 22'‐1'' H3 46 34 36 38 21'‐3'' H4 46 34 36 38 20'‐6'' H4 47 34 36 37 19'‐9'' H4 47 33 35 37 Steel Cloverleaf W 4'‐10'' A2 25 26 27 28 4'‐8'' A2 25 26 27 29 4'‐4'' A2 25 27 28 29 4'‐3'' A2 25 27 28 30 4'‐1'' A2 25 27 29 30 3'‐11'' A3 25 28 29 31 3'‐10'' A3 25 28 29 31 3'‐7'' A3 26 28 30 32 3'‐5'' A3 26 29 31 32 3'‐3'' A3 26 29 31 33 DBL Steel Cloverleaf AA 9'‐1'' E 30 26 27 28 8'‐10'' E 30 26 27 29 8'‐4'' E 31 27 28 29 8'‐2'' E 31 27 28 30 7'‐11'' E 32 27 29 30 7'‐9'' E 32 28 29 31 7'‐7'' E 32 28 29 31 7'‐4'' E 32 28 30 32 7'‐0'' F 33 29 31 32 6'‐9'' F 33 29 31 33 4x3 I Beam Y 6'‐9'' C 27 26 27 28 6'‐6'' C 28 26 27 29 5'‐11'' C 28 27 28 29 5'‐9'' C 28 27 28 30 5'‐6'' C 28 27 29 30 5'‐4'' C 28 28 29 31 5'‐1'' C 28 28 29 31 4'‐10'' D 28 28 30 32 4'‐6'' D 28 29 31 32 4'‐3'' D 28 29 31 33 7x4 I Beam Q 10'‐9'' E 32 28 29 31 10'‐4'' E 32 27 29 30 9'‐5'' E 32 27 28 30 9'‐1'' E 32 27 28 30 8'‐9'' E 33 27 29 30 8'‐5'' F 33 28 29 31 8'‐2'' F 33 28 29 31 7'‐8'' F 33 28 30 32 7'‐2'' F 33 29 31 32 6'‐9'' F 33 29 31 33 Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503
[email protected]
150%
150%
100%
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PS = (W - 2OH)/(Q - 1) = (34' - (2 x 2'))/(4 - 1)
PS = (34' - 4')/3 = 30'/3 = 10'
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7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES Table7.3: Required Number of Fasteners for Shearing Loads Table 7.4: Required Number of Fasteners for Tension Loads Aluminum Material Gage (in) Steel Gage (in) 1 Spacing between bolts and screws shall be 2.5 times the shank diamter.

0.024 0.024 0.032 0.032 0.040 0.040 0.060 0.060 0.041 0.041 0.036 0.06 0.060 0.090 0.090 2 The edge distance of bolts and screws shall be 3 times the shank diameter Allowable Width A BCDE F GH I J K L M N O 3 Connections shall be arranged so that the center of resistance of the connection for Attached Two Footer Design #14 3/8" B 3/8" B #14 #14 3/8" B #14 3/8" B #14 3/8" B 3/8" B #14 3/8" B 3/8" B #14 Design Footer shall coincide with the resultant line of action of the load.

Trib Post Structures on Slab Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size Width (ft) Live or Ground Snow Load d (in) (lbs) 96 590 788 171 210 924 320 1384 507 2030 369 153 577 865 213 (lbs) d (in) TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS 10 psf 20 psf 12 90 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 90 12 GRND Wind # of 3 45'-5'' 23'-9'' 13 114 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 114 13 SNOW Speed Screws* ALUMINUM RAFTER SPACING

3.5 38'-11'' 20'-4'' 14 143 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 143 14 LOAD and per 12'' 16'' 20'' 24'' 32'' 36'' 4 34'-1'' 17'-10'' 15 176 2 1 1 2 1 1 1 1 1 1 1 2 1 1 1 176 15 (PSF) Exposure Rafter MAXIMUM ALUMINUM RAFTER SPAN

4.5 30'-3'' 15'-10'' 16 213 3 1 1 2 2 1 1 1 1 1 1 2 1 1 2 213 16 10 160 Exp B 2 26.0' 26.0' 20.0' 21.5' 16.5' 14.5' 5 27'-3'' 14'-3'' 17 256 3 1 1 2 2 1 1 1 1 1 1 2 1 1 2 256 17 LIVE 140 Exp C 3 26.0' 26.0' 20.0' 21.5' 19.0' 18.0'

5.5 24'-9'' 12'-11'' 18 304 4 1 1 2 2 1 1 1 1 1 1 2 1 1 2 304 18 20 170 Exp B 2 19.0' 17.5' 14.0' 11.5' 8.5' 7.5' 6 22'-8'' 11'-10'' 19 357 4 1 1 3 2 1 2 1 1 1 1 3 1 1 2 357 19 LIVE 170 Exp C 3 19.0' 19.0' 18.0' 16.0' 13.0' 11.5'

6.5 20'-11'' 10'-11'' 20 417 5 1 1 3 2 1 2 1 1 1 2 3 1 1 2 417 20 25 170 Exp C 2 18.0' 18.0' 14.0' 12.5' 9.5' 8.5' 7 19'-5'' 10'-2'' 21 482 6 1 1 3 3 1 2 1 1 1 2 4 1 1 3 482 21 30 170 Exp C 2 17.0' 16.0' 13.0' 10.5' 8.0' 7.0'

7.5 18'-2'' n/a 22 555 6 1 1 4 3 1 2 1 2 1 2 4 1 1 3 555 22 36 170 Exp C 2 16.0' 13.5' 10.5' 9.0' 6.5' 6.0' 8 17'-0'' n/a 23 634 7 2 1 4 4 1 2 1 2 1 2 5 2 1 3 634 23 42 170 Exp C 2 14.0' 11.5' 9.0' 7.5' 5.5' 5.0'

8.5 16'-0'' n/a 24 720 8 2 1 5 4 1 3 1 2 1 2 5 2 1 4 720 24 50 170 Exp C 2 13.0' 9.5' 7.5' 6.5' 4.5' 4.0' 9 15'-1'' n/a 20 psf Slab 115C 25 814 9 2 2 5 4 1 3 1 2 1 3 6 2 1 4 814 25 60 170 Exp C 2 11.0' 8.0' 6.5' 5.5' 4.0' 3.5' Table 7.1 Lattice Slab 115C 10 psf Slab 105B 881 10 2 2 6 5 1 3 1 2 1 3 6 2 2 5 881 Slab 3 12.0' 12.0' 9.5' 8.0' 6.0' 5.5' 26 915 10 2 2 6 5 1 3 1 2 1 3 6 2 2 5 915 26 *Screws are #14 screws w/ 1.5" embedment into G=0.5 solid wood (Douglas Fir) 10 psf Slab 110B 969 11 2 2 6 5 2 4 1 2 1 3 7 2 2 5 969 Slab 27 1025 11 2 2 6 5 2 4 1 3 1 3 7 2 2 5 1025 27 TABLE 7.7 STUCCO ATTACHMENT TO WALL 10 psf Slab 115B 1056 11 2 2 7 6 2 4 1 3 1 3 7 2 2 5 1056 Slab ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 28 1143 12 2 2 7 6 2 4 1 3 1 4 8 2 2 6 1143 28 Ground Snow 1/4" Lag Screws 16" o/c Wind 29 1270 14 3 2 8 7 2 4 1 3 1 4 9 3 2 6 1270 29 Load (psf) 1234 Speed (mph) Exp 10 psf Slab 110C 1309 14 3 2 8 7 2 5 1 3 1 4 9 3 2 7 1309 Slab Live 10 9'‐1'' 18'‐2'' 19'‐0'' 19'‐0'' 120 B 30 1406 15 3 2 9 7 2 5 2 3 1 4 10 3 2 7 1406 30 or 10 9'‐1'' 18'‐2'' 19'‐0'' 19'‐0'' 105 C 10 psf Slab 115C 1475 16 3 2 9 8 2 5 2 3 1 4 10 3 2 7 1475 Slab Snow 10 8'‐4'' 16'‐9'' 19'‐0'' 19'‐0'' 110 C 31 1552 n/a 3 2 10 8 2 5 2 4 1 5 11 3 2 8 1552 31 10 7'‐8'' 15'‐5'' 19'‐0'' 19'‐0'' 115 C 32 1707 n/a 3 3 10 9 2 6 2 4 1 5 12 3 2 9 1707 32 10 6'‐1'' 12'‐2'' 18'‐3'' 19'‐0'' 130 C 33 1872 n/a 4 3 11 9 3 6 2 4 1 6 13 4 3 9 1872 33 10 4'‐7'' 9'‐2'' 13'‐10'' 18'‐5'' 150 C 34 2047 n/a 4 3 12 10 3 7 2 5 2 6 14 4 3 10 2047 34 Live 20 4'‐11'' 9'‐11'' 14'‐10'' 17'‐0'' 130 C 35 2233 n/a 4 3 14 11 3 7 2 5 2 7 15 4 3 11 2233 35 or 20 4'‐11'' 9'‐11'' 14'‐10'' 17'‐0'' 140 C 36 2430 n/a 5 4 15 12 3 8 2 5 2 7 16 5 3 12 2430 36 Snow 20 4'‐7'' 9'‐2'' 13'‐10'' 17'‐0'' 150 C 37 2638 n/a 5 4 16 13 3 9 2 6 2 8 n/a 5 4 13 2638 37 25 5'‐5'' 10'‐10'' 16'‐0'' 16'‐0'' 130 C 38 2858 n/a 5 4 n/a 14 4 9 3 6 2 8 n/a 5 4 14 2858 38 25 5'‐3'' 10'‐6'' 15'‐10'' 16'‐0'' 140 C 39 3090 n/a 6 4 n/a 15 4 10 3 7 2 9 n/a 6 4 15 3090 39 25 4'‐7'' 9'‐2'' 13'‐10'' 16'‐0'' 150 C 40 3333 n/a 6 5 n/a 16 4 11 3 7 2 10 n/a 6 4 16 3333 40 30 4'‐7'' 9'‐2'' 13'‐9'' 15'‐0'' 130 C 41 3590 n/a 7 5 n/a n/a 4 12 3 8 2 10 n/a 7 5 n/a 3590 41 30 4'‐7'' 9'‐2'' 13'‐9'' 15'‐0'' 140 C 42 3859 n/a 7 5 n/a n/a 5 13 3 8 2 11 n/a 7 5 n/a 3859 42 30 4'‐6'' 9'‐1'' 13'‐8'' 15'‐0'' 150 C 43 4141 n/a 8 6 n/a n/a 5 13 3 9 3 12 n/a 8 5 n/a 4141 43 35.7 3'‐10'' 7'‐9'' 11'‐8'' 15'‐0'' 140 C 44 4437 n/a 8 6 n/a n/a 5 14 4 9 3 13 n/a 8 6 n/a 4437 44 35.7 3'‐10'' 7'‐9'' 11'‐8'' 15'‐0'' 150 C 45 4746 n/a 9 7 n/a n/a 6 15 4 10 3 13 n/a 9 6 n/a 4746 45 42 3'‐4'' 6'‐8'' 10'‐0'' 13'‐5'' 140 C 46 5070 n/a 9 7 n/a n/a 6 16 4 10 3 14 n/a 9 6 n/a 5070 46 42 3'‐4'' 6'‐8'' 10'‐0'' 13'‐5'' 150 C 47 5407 n/a 10 7 n/a n/a 6 n/a 4 11 3 15 n/a 10 7 n/a 5407 47 50 2'‐10'' 5'‐8'' 8'‐6'' 11'‐4'' 150 C 48 5760 n/a 10 8 n/a n/a 7 n/a 5 12 3 16 n/a 10 7 n/a 5760 48 60 2'‐4'' 4'‐9'' 7'‐2'' 9'‐6'' 150 C 49 6128 n/a 11 8 n/a n/a 7 n/a 5 13 4 n/a n/a 11 8 n/a 6128 49 50 6510 n/a 12 9 n/a n/a 8 n/a 5 13 4 n/a n/a 12 8 n/a 6510 50 Lag = 1/4" Lag Screw with 2.5" penetration into G=0.5 wood (Douglas Fir) Fastener Terminology Lattice Structures always use 115 mph Exposure B for the wind condition #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES 3/8" B = 3/8" Diameter Steel Bolt
See General Notes for specifics on fasteners LIVE/ ALLOWABLE PANEL SPAN FOR GIVEN FASTENER AND NUMBER Amerimax Exterior Home Products Notes for Table 7.5 SNOW WIND SPEED CONCRETE (#2) OR MASONRY (#3) #14 SCREW (#4) PER 16" 28921 US Hwy 74 #1 Clearspan on this chart is the distance from the wall to the first row of posts. LOAD (MPH) AND ANCHOR O/C SPACING 1/4" LAG SCREW (#5) PER 16" Romoland, CA 92585 #2 (ANC1) DEWALT Power Stud+ SD4 3/8" diameter and 1.5" embed and 1" dia steel washer: ICC ESR 2502 or other (PSF) EXPOSURE 16" 8" 1 234 anchor w/ 320# allowable shear and 170# allowable tensile vs live, snow, wind and seismic loads. 10 105 B 21' n/a 18' 21' n/a n/a Carl Putnam, P. E. #3 (ANC2) Masonry anchors must have an allowable shear value of 320# and 170# tensile for live, snow, wind 10 100 C 21' n/a 18' 21' n/a n/a 3441 Ivylink Place or seismic loads or be specified by a design professional. 10 110 C 21' n/a 16.5' 21' n/a n/a Lynchburg, VA 24503 #4 (ANC3) #14 screws must have 1.5" of penetration into solid wood. 10 115 C 17' n/a 15' 18' n/a n/a (434) 384-2514 #5 (ANC 4) 1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers 10 130 C 16' n/a 11.5' 17' n/a n/a [email protected] Lag and wood screws must be installed as per AWC NDS Section 12.1.4 and 12.1.5. See General Note #11 for 10 140 C 15' n/a 10' 16' n/a n/a washer specifications. 10 150 C 13' 14.5' 8.5' 15' n/a n/a #6 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. 10 170 C 10' 12.5' 6.5' 13' n/a n/a #7 For ANC3 and ANC4 wood framing imust be SG=0.5 or denser (Douglas Fir- Larch) 20 110 C 15' n/a 9.5' 15' n/a n/a #8 "n/a" indicates maximum panel span in this report or ICC ESR 2488 was reached by a lesser amount of 20 130 C 14' n/a 9.5' 14' n/a n/a fasteners. 20 170 C 10' 12.5' 6.5' 13' n/a n/a
25 110 C 15' n/a 10' 15' n/a n/a
25 115 C 14.5' n/a 10' 15' n/a n/a
25 130 C 14' n/a 10' 14' n/a n/a
30 110 C 14' n/a 8.5' 15' n/a n/a
30 115 C 14' n/a 8.5' 14' n/a n/a
30 130 C 13.5' n/a 8.5' 14' n/a n/a

35.7 115 C 13.5' 7' 14' n/a n/a

35.7 130 C 13' 13.5' 7' 14' n/a n/a
42 110 C 13' 13.5' 6' 13' 14' n/a
42 130 C 11.5' 13' 6' 13' 14' n/a
50 130 C 10.5' 12' 5' 10' 13' n/a
60 130 C 9' 11' 4' 8' 12' n/a Misc3-2021
Aluminum Gage (in)
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 126 of 133
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Front View (December 2023)
Side View (December 2023)
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Rear View (December 2023)
Aerial View
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Google Maps Side Elevation (November 2022)
Google Maps Front Elevation (November 2022)
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CAL FIRE - RIVERSIDE UNIT

RIVERSIDE COUNTY FIRE DEPARTMENT

BILL WEISER - FIRE CHIEF
Office of the Fire Marshal (East)
77-933 Las Montanas Rd., Ste 201, Palm Desert, CA 92211 Bus: (760) 863-8886 ~ Fax: ~ rivcoplus.org

PROUDLY SERVING THE

UNINCORPORATED AREAS

OF RIVERSIDE COUNTY
AND THE CITIES OF:

BANNING

BEAUMONT

COACHELLA

DESERT HOT SPRINGS

EASTVALE

INDIAN WELLS
INDIO

JURUPA VALLEY

LAKE ELSINORE

LA QUINTA

MENIFEE

MORENO VALLEY
NORCO

PALM DESERT
PERRIS

RANCHO MIRAGE

RUBIDOUX CSD

SAN JACINTO

TEMECULA

WILDOMAR

BOARD OF SUPERVISORS

KEVIN JEFFRIES
DISTRICT 1

KAREN SPIEGEL
DISTRICT 2

CHARLES WASHINGTON
DISTRICT 3
V. MANUEL PEREZ
DISTRICT 4
DR. YXSTIAN GUTIERREZ
DISTRICT 5
Ramon Rochin January 24, 2024
Attn:
48440 CHARLTON PEAK ST
COACHELLA, CA 92236
Project Name: Variance No. 23-04. (Bluebeam Permit Number: FPSBA2400001 Session ID: 638-905-490) The
submittal for a Variance application
for an existing patio located at
52226 Cesar Chavez Street.

Enclosed is a site plan showing the
approximately 644 SF existing patio
structure that was built without a
building permit application. The patio
provides approximately a 5 foot
setback, where a 10 foot setback is
required. The patio covers
approximately 55% of the rear yard,
where a maximum of 50% is
allowed. The applicant requests a
variance to the setback and rear
yard lot coverage for the existing
patio.

Project Address:48440 CHARLTON PEAK ST Case Type: Fire Set Back Adjustment (FPSBA) COACHELLA, CA 92236
APN(s): 612573009 Reviewer: Kohl Hetrick
Review Number: 2
Riverside County Fire Department (RVCFD) Office of the Fire Marshal (OFM) has reviewed the submitted plans for the referenced project and they are approved with the following conditions. 015 - Fire
Fire Conditions of Approval for Set Back Adjustment/Variance Office of the Fire Marshal does not have an issue with the requested variance from the Coachella Municipal Code requirement for a 10-feet setback.

However, the projection shall comply with the minimum setback detailed in the CA Residential Code Section R302, Table R302.1(1). This section and table identify a minimum

5.0-feet setback for non-fire-resistance rated projections. The existing projection is less than the 5.0-feet required and will need to (1) be modified to reduce beyond this requirement, or (2) Provide Plans detailing compliance with the fire-resistance rated requirements. Building Official will need to review and approve for minimum CRC compliance. *It is observed via latest satellite view maps of the subject area, that other/neighboring properties are likely out of compliance as well.
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Item 3.

CAL FIRE - RIVERSIDE UNIT

RIVERSIDE COUNTY FIRE DEPARTMENT

BILL WEISER - FIRE CHIEF
Office of the Fire Marshal (East)
77-933 Las Montanas Rd., Ste 201, Palm Desert, CA 92211 Bus: (760) 863-8886 ~ Fax: ~ rivcoplus.org

PROUDLY SERVING THE

UNINCORPORATED AREAS

OF RIVERSIDE COUNTY
AND THE CITIES OF:

BANNING

BEAUMONT

COACHELLA

DESERT HOT SPRINGS

EASTVALE

INDIAN WELLS
INDIO

JURUPA VALLEY

LAKE ELSINORE

LA QUINTA

MENIFEE

MORENO VALLEY
NORCO

PALM DESERT
PERRIS

RANCHO MIRAGE

RUBIDOUX CSD

SAN JACINTO

TEMECULA

WILDOMAR

BOARD OF SUPERVISORS

KEVIN JEFFRIES
DISTRICT 1

KAREN SPIEGEL
DISTRICT 2

CHARLES WASHINGTON
DISTRICT 3
V. MANUEL PEREZ
DISTRICT 4
DR. YXSTIAN GUTIERREZ
DISTRICT 5
We appreciate the oppprtunity to work together to ensure fire, rescue, medical and all hazard emergency services are provided to our County and all of the residents.

Should you have additional questions, please contact me via phone at (760) 863-8886 or email at [email protected].

Kohl Hetrick
Supervising Fire Marshal
4080 Lemon Street, 10th Floor, Riverside, CA 92501 - (951) 955-4777 ~ Fax: (951) 955-4886 161
Item 3.

From: Lizzandro Diaz
Sent: January 17 24 6:26 AM
To: Adrian Moreno
Subject: RE: RAC - Variance 23-04 Rochin, Setback
Good morning Adrian,
I have no comments against permitting the patio as is. The structure is built of alumawood which makes it non-flammable therefor allowing for it to be built near the property line. The structural plans provided also meet our minimum structural design requirements for the City.

Lizzandro Diaz,CBO
Building Official
City of Coachella
Off: 442-400-5751
Cell: 442-637-2735
53990 Enterprise Way
Coachella, CA 92236
From: Adrian Moreno <[email protected]>
Sent: January 16 24 5:59 PM
To: Lizzandro Diaz <[email protected]>; Gabriel Perez <[email protected]>; [email protected]; [email protected]; Eva Lara <[email protected]> Subject: RAC - Variance 23-04 Rochin, Setback
Hello Everyone,
For your review, please find the attached Request for Agency Comments for the Variance 23-04, Rochin Setback.

Enclosed is a structural plan and a site plan showing the approximately 644 SF existing patio structure that was built without a building permit application. The applicant is looking to get city approval for the existing patio, and are requesting a Variance for setback and rear lot coverage. The patio provides approximately a 5 foot setback, where a 10 foot setback is required. The patio covers approximately 55% of the rear yard, where a maximum of 50% is allowed. I did include some planning notes on the site plan.

You may also access the files via Bluebeam Session ID: 638-905-490 162
Item 3.

Session URL: https://studio.bluebeam.com/hyperlink.html?link=studio.bluebeam.com/sessions/638- 905-490
If possible, please return comments by Wednesday, January 24, 2024.

Thanks,
Adrian Moreno | Associate Planner
City of Coachella ◦ Development Services Department
53990 Enterprise Way ◦ Coachella, CA 92236
Phone: 760-398-3502 Ext: 118
Email: [email protected]
Office Hours: Monday - Thursday 7:00 AM to 6:00 PM
Closed Fridays
Website | Map
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Item 3.

STAFF REPORT
2/21/2024
TO: Planning Commission
FROM: Gabriel Perez, Development Services Director
SUBJECT: Architectural Review No. 23-08 Love’s Travel Stop Façade Remodel a request to modify for exterior modifications to the Love’s Travel Stop Exterior to include an approximately 200 sq. ft. addition at southwest corner of the building for an observation and IT room, tower and vestibule addition at the front of the building and new color scheme at 45-761 Dillon Road. Applicant: Mirna Smith STAFF RECOMMENDATION:

The applicant requests that the Planning Commission approve Resolution No. PC2024-04 approving Architectural Review No. 23-08 with the findings and conditions as recommended by Staff.

BACKGROUND:

The Love’s Travel Stop is an existing fuel station for large truck and automobiles with an approximately 6,100 sq. ft. convenience store building adjoining a Carl’s Jr. drive thru restaurant located on a 9.75-acre site. The travel stop is heavily frequented by vehicle traffic along the I-10 freeway as it is one of the few fueling stations that lies between the Coachella Valley and Blythe. On January 10, 2022, Architectural Review No. 21-11 was approved at the administrative level for the addition of 830 sq. ft. containing laundry and showers to the north and 461 sq. ft. of kitchen and storage area on the west portion of the existing building. Staff directed the applicant to Planning Commission level of Architectural Review for the proposed building expansion due to the piecemeal approach to the building modifications that would normally require Commission review when accounted for in aggregate.

DISCUSSION/ANALYSIS
The applicant proposed a façade enhancement and building addition to the Love’s Travel Stop convenience store as Architectural Review No. 23-08 at 45-761 Dillon Street. The surrounding uses are as follows:
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Item 4.

North: Vacant land (R-C, Regional Commercial).

South: Del Taco Restaurant (R-C, Regional Commercial).

East: Dillon Road and Chevron fueling station and convenience store (R-C, Regional Commercial).

West: Vacant Land (R-C, Regional Commercial).

Site Plan
The existing site plan for the Love’s Travel Stop includes pavement improvements with parking stalls, auto and truck fueling canopies and on-site vehicle circulation with two driveways for ingress and egress at Vista del Norte and one driveway for ingress and egress at Dillon Road. An internal driveway along the eastern portion of the site that connects the northern driveway to the southern auto parking area is currently blocked with bollards. The building expansion proposed would not add additional customer service area that would require additional parking accommodations.

Figure 1: Site Plan
Architectural Design
The overall architectural design of the existing Love’s Truck Stop building incorporates modern architectural design with flat roof and an earth tone exterior colors (figure 3). The applicant 165
Item 4.
proposed a façade enhancement that would include two vertical pop-out architectural features, removal of horizontal colored banding, an entry metal canopy, and a darker tone color scheme (Figure 2). The Carl’s Jr. portion of the building would remain the same and retain its mix of modern and Spanish architecture with white stucco and red tile roof. The appearance of the two portions of the building would be a visible contrast and not a consistent architectural theme. The applicant states that no exterior modifications are proposed for the Carl’s Jr. restaurant but on elevations exhibits it does appear that the modification of the exterior into a more modern design was contemplated. Staff would recommend that any future exterior modifications to the Carl’s Jr. building be reviewed by the Planning Commission.

Figure 2: Proposed Front Elevation
Figure 3: Existing Front Elevation
A 200 sq. ft. addition is proposed at southwest corner of the building for an observation and IT room, tower and vestibule addition at the front of the building.

Landscape Design
The existing landscape areas consist of drought tolerant landscaping including gray colored gravel, sparse distribution of shrubs, mature date palms, Mexican fan palms, and Palo Verde. Site photos from 2008 include a larger quantity of shrubs and trees. Staff recommends that a cohesive renovation of the landscape area occur with the building improvements including more attractive decorative gravel (3/4 inch), drought tolerant flowering shrubs, replanting of date palms and shade trees. The site is a key entry point into the City of Coachella and the landscape conditions of the site are recommended to be maintained in a first-class condition. The City Manager provided 166
Item 4.
comment that an illuminated and ground-mounted “Coachella” entry monument be installed in the corner landscape planter as key entry point to City that would also be an attraction for visitors to the site due to the worldwide recognition of the City name associated with the Coachella Music and Arts Festival. A condition was added in order for these plans to be developed in coordination with the City’s Public Information Officer.

Figure 4 and 5: Landscape Conditions

ENVIRONMENTAL IMPACT CONSIDERATION
The City of Coachella has determined that the proposed project is categorically exempt from environmental review pursuant to the guidelines of the California Environmental Quality Act as a Class 1, Existing Facilities, exemption as the project consists of the minor alteration of existing private structures (CEQA Guidelines 15301). As such, no additional environmental review or further mitigation is required for this request.
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Item 4.

ALTERNATIVES:
1) Adopt Resolution No. PC 2024-04 approving Architectural Review No. 23-08 with the findings and conditions as recommended by Staff.
2) Adopt Resolution No. PC 2024-04 approving Architectural Review No. 23-08 with the findings and conditions as modified by the Planning Commission. 3) Deny the proposed project.
4) Continue this item and provide staff and the applicant with direction.

RECOMMENDED ALTERNATIVE(S):

Staff recommends alternative #1.

Attachments:

1. Resolution No. PC2024-04 for AR No. 23-08
Exhibit A – Conditions of Approval
Exhibit B – Development Plan Set – Love’s Travel Stop
168
Item 4.

RESOLUTION NO. PC2024-04

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

COACHELLA, CALIFORNIA APPROVING ARCHITECTURAL
REVIEW NO. 23-08, A REQUEST TO MODIFY LOVE’S TRAVEL STOP ARCHITECTURE WITH FAÇADE IMPROVEMENTS AND ADDITION

OF AN OBSERVATION AND IT ROOM, TOWER AND VESTIBULE AT
45-761 DILLON ROAD. APPLICANT: MIRNA SMITH.

WHEREAS Mirna Smith filed an application for Architectural Review (AR) 23-08 to modify Love’s Travel Stop building architecture and a 200 foot addition at 45-761 Dillon Road; and,
WHEREAS on February 21, 2024, the Planning Commission of the City of Coachella held a duly noticed public hearing, considered written and oral comments, and facts and evidence presented by the applicant, City staff, and other interested parties, and approved AR No. 23-08 for the Love’s Travel Stop addition and façade enhancement project; and WHEREAS the proposed use is necessary or desirable for the development of the community, is consistent with the objectives of the City’s General Plan, and is not detrimental to the existing uses or the uses specifically permitted in the zone in which the proposed use is to be located; and,
WHEREAS the proposed site is adequate in size and shape to accommodate the proposed development; and,
WHEREAS, the Planning Division completed an initial environmental assessment of the above matter and in accordance with the California Environmental Quality Act (CEQA) recommends the Planning Commission determine the project is categorically exempt from environmental review pursuant to the guidelines of the California Environmental Quality Act as a Class 1, Existing Facilities, exemption as the project consists of the minor alteration of existing private structures (CEQA Guidelines 15301). As such, no additional environmental review or further mitigation is required for this request.

WHEREAS the conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community.

NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California hereby resolve as follows:

Section 1. Incorporation of Recitals
The Planning Commission hereby finds that all of the facts in the Recitals are true and correct and are incorporated and adopted as findings of the Planning Commission as fully set forth in this resolution.

Section 2. CEQA Findings
Attachment 1
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Item 4.

Resolution PC2024-04