Item 22.
1 RATE AND METHOD OF APPORTIONMENT FOR
CITY OF COACHELLA COMMUNITY FACILITIES DISTRICT NO. 2005-1 (LAW ENFORCEMENT, FIRE AND PARAMEDIC SERVICES)
A Special Tax as hereinafter defined shall be levied on all Assessor’s Parcels in Community Facilities District No. 2005-1 of the City of Coachella (the “CFD”) and collected each Fiscal Year commencing in Fiscal Year 2006-07, in an amount determined by the City Council of the City of Coachella, through the application of the Rate Method of Apportionment as described below. All of the real property in the CFD, unless exempted by law or by the provisions hereof, shall be taxed for the purposes, to the extent and in the manner herein provided.
A. DEFINITIONS
The terms hereinafter set forth have the following meanings:
“Act” means the Mello-Roos Community Facilities Act of 1982, as amended, being Chapter 2.5, Division 2 of Title 5 of the Government Code of the State of California. “Assessor’s Parcel” means a lot or parcel shown in an Assessor’s Parcel Map with an assigned Assessor’s parcel number.
“Assessor’s Parcel Map” means an official map of the County Assessor of the County designating parcels by Assessor’s parcel number.
“CFD Administration” means an official of the City, or designee thereof, responsible for providing for the levy and collection of the Special Taxes. “CDF” means City of Coachella Community Facilities District No. 2005-1 (Law Enforcement, Fire and Paramedic Services).
“City” means the City of Coachella.
“City Council” means the City Council of the City.
“Commercial or Industrial Property” means for each Fiscal Year, property for which a building permit for new construction of a commercial or industrial use building has been issued. “County” means the County of Riverside.
“Developed Multi-Family Residential Property” means for each Fiscal Year, all Taxable Property for which a building permit for new construction of a multi-family dwelling with four or more units was issued prior to June 30 of the prior Fiscal Year, exclusive of property for which the property owner pays Transient Occupancy Taxes or the property owner has entered into an agreement with the City pursuant to which such property owner pays Transient Occupancy Taxes.
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2 “Developed Property” means for each Fiscal Year, all Developed Multi-Family Residential Property and Developed Single-Family Residential Property. “Developed Single-Family Residential Property” means for each Fiscal Year, all Taxable Property for which a building permit new construction of a single-family dwelling unit was issued prior to June 30 of the prior Fiscal Year.
“Fiscal Year” means the period starting July 1 and ending on the following June 30. “Resolution of Formation” means the resolution adopted by the City as authorized by Section 53325.1 of the California Government Code.
“Special Tax” means the special tax to be levied in each Fiscal Year on each Assessor’s Parcel Taxable Property.
“State” means the State of California.
“Taxable Property” means all the Assessor’s Parcels within the boundaries of the CFD which are not exempt from the Special Tax pursuant to law or Section E below. “Transient Occupancy Taxes” means those transient occupancy taxes payable to the City pursuant to Ordinance.
“Undeveloped Property” means, for each Fiscal Year, all Assessor’s Parcels not classified as Developed Property or Commercial or Industrial Property.
B. ASSIGNMENT TO LAND USE CLASSES
Each Fiscal Year, all Taxable Property within the CFD classified as Developed Single-Family Residential Property or Developed Multi-Family Residential Property shall be subject to Special Taxes in accordance with the rate and method of apportionment determined pursuant to Sections C and D below.
C. MAXIMUM SPECIAL TAX
1. Developed Single-Family Residential Property
a. Maximum Special Tax
The 2005-06 thru 2014-15 Maximum Special Tax for each Assessor’s Parcel classified as Developed Single-Family Residential Property shall be $663.00 for Police Services and $405.00 for Fire/Paramedic Services.
b. Increase in the Maximum Special Tax
On each July 1, commencing on July 1, 2015, the Maximum Special Tax shall be increased by an amount equal to the percentage increase in the U.S. Department of Labor Statistics, Consumer Price Index, for Los Angeles-Riverside-Orange County, California, for the 12
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3 month period ending the preceding December 31, of the amount in effect for the previous Fiscal Year.
2. Developed Multi-Family Residential Property
a. Maximum Special Tax
The 2005-06 thru 2014-15 Maximum Special Tax for each Assessor’s Parcel classified as Developed Multi-Family Residential Property shall be $663.00 for Police Services and $405.00 for Fire/Paramedic Services multiplied by the number of separate dwelling units applicable to such Assessor’s Parcel.
b. Increase in the Maximum Special Tax
On each July 1, commencing on July 1, 2015, the Maximum Special Tax shall be increased by an amount equal to the percentage increase in the U.S. Department of Labor Statistics, Consumer Price Index, for Los Angeles-Riverside-Orange County, California, for the 12 month period ending the preceding December 31, of the amount in effect for the previous Fiscal Year.
D. METHOD OF APPORTIONMENT OF THE SPECIAL TAX
Commencing with Fiscal Year 2005-06 and for each following Fiscal Year, the City Council shall levy the Special Tax at the Maximum Special Tax on all Developed Single-Family Residential Property and Developed Multi-Family Residential Property.
E. EXEMPTIONS: EXCLUSIONS
No Special Tax shall be levied on Undeveloped Property, Commercial or Industrial Property or for Developed Property developed as part of a development with less than 4 units. In the event that a Developed Multi-Family Residential Property that has been excluded from a levy of the Special Tax by reason of the payment by the property owner of Transient Occupancy Tax, and should that payment be terminated, such Assessor Parcel shall not longer be excluded from Developed MultiFamily Residential Property and will be subject to the Special Tax.
F. APPEALS AND INTERPRETATIONS
Any taxpayer may file a written appeal of the Special Tax on his/her property with the CFD Administrator, provided that the appellant is current in his/her payments of Special Taxes. During the pendency of an appeal, all Special Taxes previously levied must be paid on or before the payment date established when the levy was made. The appeal must specify the reasons why the appellant claims the calculation of the Special Tax is in error. The CFD Administrator shall review the appeal, meet with the appellant if the CFD Administrator deems necessary, and advise the appellant of its determination. If the CFD Administrator agrees with the appellant, the CFD Administrator shall eliminate or reduce the Special Tax on the appellant’s property and/or provide a refund to the appellant. If the CFD Administrator disagrees with the appellant and the appellant is dissatisfied with the determination, the appellant then has 30 days in which to appeal to the Board by filing a written notice of appeal with the Board Secretary, provided that the appellant is
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4 current in his/her payments of Special Taxes. The second appeal must specify the reasons for its disagreement with the CFD Administrator’s determination.
G. MANNER OF COLLECTION
The Special Tax will be collected in the same manner and at the same time as ordinary ad valorem property taxes; provided, however, that the CFD may directly bill the Special Tax, may collect Special Taxes at different time or in a different manner if necessary to meets its financial obligations, and may covenant to foreclose and may actually foreclose on delinquent Assessor’s Parcels as permitted by the Act.
H. PREPAYMENT OF THE SPECIAL TAX
The Special Tax may not be prepaid.
I. TERM OF THE SPECIAL TAX
The Annual Maximum Special Tax shall be levied in perpetuity or unit Law Enforcement, Fire and Paramedic Services are no longer being provided by the City within the CFD, whichever is earlier.
Item 22.
1 RATE AND METHOD OF APPORTIONMENT FOR
CITY OF COACHELLA COMMUNITY FACILITIES DISTRICT NO. 2005-1 (LAW ENFORCEMENT, FIRE AND PARAMEDIC SERVICES)
A Special Tax as hereinafter defined shall be levied on all Assessor’s Parcels in Community Facilities District No. 2005-1 of the City of Coachella (the “CFD”) and collected each Fiscal Year commencing in Fiscal Year 2006-07, in an amount determined by the City Council of the City of Coachella, through the application of the Rate Method of Apportionment as described below. All of the real property in the CFD, unless exempted by law or by the provisions hereof, shall be taxed for the purposes, to the extent and in the manner herein provided.
A. DEFINITIONS
The terms hereinafter set forth have the following meanings:
“Act” means the Mello-Roos Community Facilities Act of 1982, as amended, being Chapter 2.5, Division 2 of Title 5 of the Government Code of the State of California. “Assessor’s Parcel” means a lot or parcel shown in an Assessor’s Parcel Map with an assigned Assessor’s parcel number.
“Assessor’s Parcel Map” means an official map of the County Assessor of the County designating parcels by Assessor’s parcel number.
“CFD Administration” means an official of the City, or designee thereof, responsible for providing for the levy and collection of the Special Taxes. “CDF” means City of Coachella Community Facilities District No. 2005-1 (Law Enforcement, Fire and Paramedic Services).
“City” means the City of Coachella.
“City Council” means the City Council of the City.
“Commercial or Industrial Property” means for each Fiscal Year, property for which a building permit for new construction of a commercial or industrial use building has been issued. “County” means the County of Riverside.
“Developed Multi-Family Residential Property” means for each Fiscal Year, all Taxable Property for which a building permit for new construction of a multi-family dwelling with four or more units was issued prior to June 30 of the prior Fiscal Year, exclusive of property for which the property owner pays Transient Occupancy Taxes or the property owner has entered into an agreement with the City pursuant to which such property owner pays Transient Occupancy Taxes.
Item 22.
2 “Developed Property” means for each Fiscal Year, all Developed Multi-Family Residential Property and Developed Single-Family Residential Property. “Developed Single-Family Residential Property” means for each Fiscal Year, all Taxable Property for which a building permit new construction of a single-family dwelling unit was issued prior to June 30 of the prior Fiscal Year.
“Fiscal Year” means the period starting July 1 and ending on the following June 30. “Resolution of Formation” means the resolution adopted by the City as authorized by Section 53325.1 of the California Government Code.
“Special Tax” means the special tax to be levied in each Fiscal Year on each Assessor’s Parcel Taxable Property.
“State” means the State of California.
“Taxable Property” means all the Assessor’s Parcels within the boundaries of the CFD which are not exempt from the Special Tax pursuant to law or Section E below. “Transient Occupancy Taxes” means those transient occupancy taxes payable to the City pursuant to Ordinance.
“Undeveloped Property” means, for each Fiscal Year, all Assessor’s Parcels not classified as Developed Property or Commercial or Industrial Property.
B. ASSIGNMENT TO LAND USE CLASSES
Each Fiscal Year, all Taxable Property within the CFD classified as Developed Single-Family Residential Property or Developed Multi-Family Residential Property shall be subject to Special Taxes in accordance with the rate and method of apportionment determined pursuant to Sections C and D below.
C. MAXIMUM SPECIAL TAX
1. Developed Single-Family Residential Property
a. Maximum Special Tax
The 2005-06 thru 2014-15 Maximum Special Tax for each Assessor’s Parcel classified as Developed Single-Family Residential Property shall be $663.00 for Police Services and $405.00 for Fire/Paramedic Services.
b. Increase in the Maximum Special Tax
On each July 1, commencing on July 1, 2015, the Maximum Special Tax shall be increased by an amount equal to the percentage increase in the U.S. Department of Labor Statistics, Consumer Price Index, for Los Angeles-Riverside-Orange County, California, for the 12
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3 month period ending the preceding December 31, of the amount in effect for the previous Fiscal Year.
2. Developed Multi-Family Residential Property
a. Maximum Special Tax
The 2005-06 thru 2014-15 Maximum Special Tax for each Assessor’s Parcel classified as Developed Multi-Family Residential Property shall be $663.00 for Police Services and $405.00 for Fire/Paramedic Services multiplied by the number of separate dwelling units applicable to such Assessor’s Parcel.
b. Increase in the Maximum Special Tax
On each July 1, commencing on July 1, 2015, the Maximum Special Tax shall be increased by an amount equal to the percentage increase in the U.S. Department of Labor Statistics, Consumer Price Index, for Los Angeles-Riverside-Orange County, California, for the 12 month period ending the preceding December 31, of the amount in effect for the previous Fiscal Year.
D. METHOD OF APPORTIONMENT OF THE SPECIAL TAX
Commencing with Fiscal Year 2005-06 and for each following Fiscal Year, the City Council shall levy the Special Tax at the Maximum Special Tax on all Developed Single-Family Residential Property and Developed Multi-Family Residential Property.
E. EXEMPTIONS: EXCLUSIONS
No Special Tax shall be levied on Undeveloped Property, Commercial or Industrial Property or for Developed Property developed as part of a development with less than 4 units. In the event that a Developed Multi-Family Residential Property that has been excluded from a levy of the Special Tax by reason of the payment by the property owner of Transient Occupancy Tax, and should that payment be terminated, such Assessor Parcel shall not longer be excluded from Developed MultiFamily Residential Property and will be subject to the Special Tax.
F. APPEALS AND INTERPRETATIONS
Any taxpayer may file a written appeal of the Special Tax on his/her property with the CFD Administrator, provided that the appellant is current in his/her payments of Special Taxes. During the pendency of an appeal, all Special Taxes previously levied must be paid on or before the payment date established when the levy was made. The appeal must specify the reasons why the appellant claims the calculation of the Special Tax is in error. The CFD Administrator shall review the appeal, meet with the appellant if the CFD Administrator deems necessary, and advise the appellant of its determination. If the CFD Administrator agrees with the appellant, the CFD Administrator shall eliminate or reduce the Special Tax on the appellant’s property and/or provide a refund to the appellant. If the CFD Administrator disagrees with the appellant and the appellant is dissatisfied with the determination, the appellant then has 30 days in which to appeal to the Board by filing a written notice of appeal with the Board Secretary, provided that the appellant is
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4 current in his/her payments of Special Taxes. The second appeal must specify the reasons for its disagreement with the CFD Administrator’s determination.
G. MANNER OF COLLECTION
The Special Tax will be collected in the same manner and at the same time as ordinary ad valorem property taxes; provided, however, that the CFD may directly bill the Special Tax, may collect Special Taxes at different time or in a different manner if necessary to meets its financial obligations, and may covenant to foreclose and may actually foreclose on delinquent Assessor’s Parcels as permitted by the Act.
H. PREPAYMENT OF THE SPECIAL TAX
The Special Tax may not be prepaid.
I. TERM OF THE SPECIAL TAX
The Annual Maximum Special Tax shall be levied in perpetuity or unit Law Enforcement, Fire and Paramedic Services are no longer being provided by the City within the CFD, whichever is earlier.
Item 22.
Item 22.
STAFF REPORT
6/8/2022
TO: Honorable Mayor and City Council Members
FROM: Gabriel Perez, Development Services Director
SUBJECT: JJWR Holdings Manufacturing and RV Storage Project- Tentative Parcel Map No. 38218, Conditional Use Permit No. 354, Architectural Review No. 21-07 for the construction of two 25,750 sq. ft. industrial building to create up to 32 warehouse condominiums and 8 office condominiums on a 3.29 acre site at 53- 457 and 53-459 Enterprise Way. Applicant: JJWR, LLC
STAFF RECOMMENDATION:
Staff recommends that the Planning Commission adopt Resolution No. 2022-56 and 2022-57 approving Tentative Parcel Map (TPM) No. 38218, Conditional Use Permit (CUP) No. 354, and Architectural Review (AR) No. 21-07 construction of two 25,750 sq. ft. industrial building to create up to 32 warehouse condos and 8 office condos on a 3.29 acre site at 53-457 and 53-459 Enterprise Way.
BACKGROUND:
On June 17, 2021 the applicant, JJWR Holdings, LLC, submitted an application for the proposed project. Staff distributed a Request for Agency Comments and scheduled a meeting with the applicant and provided comments for the proposed development. Staff expressed that RV storage is not an expressly permitted or conditionally permitted use in the M-H (Heavy Industrial) Zone and that an interpretation would be required by the Planning Commission and City Council. The Planning Commission considered the project on May 18, 2022 and recommended that the City Council approve the project and that the RV storage be conditioned as a secondary use on the project site.
DISCUSSION/ANALYSIS:
The surrounding land uses and zoning designations of the 3.29 acre site (APN 763-141-030 and 031) are as follows:
North: Vacant Land (M-H, Heavy Industrial).
South: Vacant Land (M-H, Heavy Industrial).
East: City of Coachella Corporate Yard (M-H, Heavy Industrial).
West: Metal Industrial Building (M-H, Heavy Industrial).
Item 23.
Site Plan
The applicant proposes construction of industrial facilities consisting of two single story, 25,750 sq. ft. buildings. The site consists of two parcels (53-457 Enterprise Way - 1.78 acres and 53-459 Enterprise Way - 1.49 acres). Tentative Parcel Map is proposed, which would create 32 warehouse condominiums and 8 office condominiums. The applicant operates an existing business, Eurotec M.F.G. Inc., which operates in an industrial building in the City of Indio at 84464 Cabazon Center Drive, specializing in the manufacturing of decorative wood panel systems for building interiors.
The applicant indicated that they plan to move their operation to the subject Coachella site in order to facilitate the expansion of their operations.
Figure 1: Site Plan
Three 30’ wide gated driveway entrances are proposed, which allow for vehicle circulation through the sides and rear of the proposed buildings. A drive aisle of 30’ is proposed that accommodates 2-way vehicle traffic. The rear drive aisle is 20.5’ wide. The applicant proposed 95 parking stalls of 9’x 20’ in size within the project site located along the northerly, southerly and rear property line. A large 41’ x 11’ trash enclosure is proposed to the rear of the site with 4 trash bin storage areas. A loading dock is proposed to the rear of the site for large truck deliveries. The frontage of
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the development will include construction of a 6’ wide sidewalk. A large retention basin is proposed at the southerly portion of the site.
Each of the two industrial buildings consist of 16 unconditioned warehouse units ranging in size from 1,320 sq. ft (55’x 30’) to 1,575 sq. ft (55’ x 24’). There are 4 office units are proposed in each building ranging in size from 250-280 sq. ft. on the first and second floors. Men and Women restroom facilities are provided for the office areas in both buildings on the 1st and 2nd floors.
Separate unisex restrooms are proposed at the rear of both buildings.
Architectural Design
The overall architectural style of the project incorporates a simplified modern industrial design.
The building construction included a combination of block at the project frontage, metal corrugated metal, and Kingspan panels. Windows are largely located at the front elevation on the first floor with an articulated clock façade. Side elevations largely consist of metal corrugated metal and utilize bi-fold doors with an integrated man door. The rear elevations consist of 12’ 14’ roll up doors. The maximum height of the building 24 feet.
Figure 2: Building Elevation from Enterprise Way
Figure 3: Side Building Elevations
Figure 4: Rear Building Elevations
Landscape Design
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The plant palette shows a variety of trees, shrubs and vines largely concentrated along the project frontage. Tress include “Muskogee Crape Myrtle,” “Chilean Mesquite,” “Mediterranean Fan Palm,” “Windmill Palm” and “Mexican Fan Palm.” The shrubs include “Desert Carpet Acacia”, “Do-La-la Bougainvillea”, “Rio Bravo Texas Ranger”, “Red Yucca” and “New Gold Lantana.” Vines include “Barbara Karst Bougainvillea” planted along the front and northerly wall. Desert Gold Sand art 1/8 inch is proposed as groundcover. Staff requests that the Desert Gold be decomposed granite with a ¾ inch grain.
Figure 5: Landscape Plan
CONSISTENCY WITH THE GENERAL PLAN
The proposed project is within a land use designation of Industrial District according to the General Plan 2035 Land Use Element that allows industrial development. The project is consistent with the policies of the Land Use and Community Character's Sub-Area #7 which envisions a variety of industrial uses in the area bounded by the railroad and SR111 on the west and by the Whitewater River and SR 86S on the east. More specifically, the General Plan vision for Sub-Area #7 is for a diversity of job-producing uses and that would provide for industrial, warehouse and distribution uses in the portion of the subarea where the proposed project is located. The applicant proposes RV storage as a use for the project and staff believes that this use would generate limited on-site jobs inconsistent with the vision of the General Plan without a primary use at the site that is job
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producing. Furthermore, the General Plan Designations Compatible Uses table 4-1 identifies that Automotive uses may be permitted in the Industrial District as secondary uses.
CONSISTENCY WITH ZONING
The proposed industrial facility site is designated as M-H (Heavy Industrial) Zoning District as referenced on the City’s official Zoning Map. The M-H zone permits all uses of the M-S (Manufacturing Service) Zone, except emergency shelters. The proposed wood panel manufacturing uses would be consistent with the permitted primary use of a woodworking shop.
Industrial projects that offer mini storage warehouses are permitted in the Manufacturing Services zone subject to the approval of a Conditional Use Permit. Luxtor RV Storage and Service, which stores and repairs recreational vehicles, was approved by the Planning Commission and City Council with a CUP as a mini storage warehouse facility in the M-S Zone.
It is unclear if mini storage warehouses uses are permitted in the M-H Zone with a Conditional Use Permit as Chapter 17.32 M-H Heavy Industrial Zone states that M-H permitted primary uses are “All uses permitted by Section 17.30.020 of the M-S Zone, except emergency shelters,” but does not specifically state if all conditionally permitted uses of the M-S Zone are permitted or conditionally permitted. Existing mini storage facilities that exist in the City of Coachella are within the M-S Zone only and do not exist in the M-H Zone, which include Coachella Self Storage and RV and Right Space Storage.
Staff believes there is an ambiguity in the Zoning Ordinance for the M-H zone and interpretation is warranted to determine if mini storage warehouses are conditionally permitted in the M-H Zone.
Staff is supportive of an interpretation that RV storage may be permitted with approval of a CUP in the M-H zone insofar that RV storage use is secondary for this application. Automotive uses are allowed as secondary uses in the Industrial District land use compatible uses table and the project location in General Plan Sub-Area #7 which envisions job producing uses.
Table 1 – Development Standards
Zoning Ordinance Proposed Complies
with Code
Parking
(Minimum)
Zoning -
Manufacturing Districts: 1
parking space for each 500 sq. ft.
of unit area for up to 20,000 sq.
ft., plus one space for each one
thousand (1,000) square feet of
unit area over 20,000 sq. ft.
Required: 70 parking spaces
-On-Site Parking: 95
parking spaces
Yes
Lot
Requirements
Zoning - Minimum Lot size is
10,000 sq. ft.
Lot exceeds 10,000 sq. ft. Yes
Item 23.
Zoning Ordinance Proposed Complies
with Code
Height
(maximum)
Zoning - 50’ maximum 24’ Yes
Landscaping Zoning
Parking area or driveway
abutting a street requires a
10’ setback fully landscaped.
Internal landscaping equal to
a minimum of 5% of the
parking and driveway area.
One 15 gallon tree for every
10 parking spaces.
All landscape planter beds in
interior parking areas shall
be not less than 5’ in width
All areas exceed 10’ fully
landscaped setback
Internal landscaping
16.5% of total area.
One tree is provided for
every 10 parking spaces.
All planters exceed 5’ in
parking areas.
Yes
ENVIRONMENTAL IMPACT CONSIDERATION
The City of Coachella has determined that the proposed project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcels comply with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The subject site is surrounded on all sides by urban uses and has no suitable habitat for endangered species. There are existing utilities and public services available to serve the site. As proposed, the project will comply with General Plan policies and zoning code regulations and the project does not result in any significant traffic, air quality, or water quality impacts. As such, no additional environmental review is required.
ALTERNATIVES:
1) Adopt Resolution No. 2022-56 (TPM 38218) and Resolution No. 2022-57 (CUP No. 354 and AR No. 21-07) and recommending approval of the industrial development as proposed.
2) Adopt Resolution No. 2021-56 and Resolution No. 2022-57 recommending approval of the project with amendments.
3) Adopt Resolution No. 2021-56 and Resolution No. 2022-57 recommending approval of the project without RV storage.
4) Recommend denial of the ordinance.
5) Continue this item and provide staff with direction.
Item 23.
RECOMMENDED ALTERNATIVE(S):
Staff recommends Alternative #1.
Attachments:
1. Resolution No. 2022-56 (Tentative Parcel Map No. 38218) Exhibit A – Conditions of Approval
2. Resolution No. PC2022-57 (Conditional Use Permit No. 354 and Architectural Review No. 21-07)
Exhibit A - Conditions of Approval
3. Vicinity Map
4. Development Plan Set (Site Plan, Floor Plan, Elevations, Preliminary Grading, and Landscape Plan)
5. Agency Correspondence
6. Photos of existing Eurotec M.F.G. Inc. facility
7. JJWR Holdings Project Description
Item 23.
RESOLUTION NO. 2022-56
A RESOLUTION OF THE CITY OF COACHELLA CITY COUNCIL
APPROVING TENTATATIVE PARCEL MAP NO. 38218 FOR A
CONDOMINIUM SUBDIVISION FOR 32 WAREHOUSE CONDOMINIUM
SPACES AND 8 OFFICE CONDOMONIUMS ON AN APPROXIMATELY
3.29 ACRE SITE (APN 763-141-030 and 763-141-031). JJWR, LLC (APPLICANT).
WHEREAS JJWR, LLC filed an application for Tentative Parcel Map No. 38218, Conditional Use Permit No. 354, Architectural Review No. 21-07 for a 3.29 acre site located at 53-457 and 53-459 Enterprise Way (APN 778-081-003 and 778-081-001); and, WHEREAS, the City has processed said application pursuant to the Subdivision Map Act (commencing with Section 64410, Title 7 of the Government Code and the California Environmental Quality Act of 1970) as amended; and,
WHEREAS, on May 5, 2022 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 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 City Council determine the project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality.
WHEREAS, Tentative Parcel Map No. 37670 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 conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community.
Item 23.
Resolution No. 2022-56
WHEREAS on May 18, 2022, the Planning Commission of the City of Coachella held a duly noticed public hearing on the subject application, considered written and oral comments, and facts and evidence presented by the applicant, City staff, and other interested parties; and WHEREAS on June 8, 2022, the City Council of the City of Coachella held a duly noticed public hearing on the subject application, considered written and oral comments, and facts and evidence presented by the applicant, City staff, and other interested parties; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Coachella, California hereby resolve as follows:
Section 1. Incorporation of Recitals
The City Council hereby finds that all of the facts in the Recitals are true and correct and are incorporated and adopted as findings of the City Council as fully set forth in this resolution.
Section 2. CEQA Findings
Based upon its review of the entire record, including the Staff Report, any public comments or testimony presented to the City Council, and the facts outlined below, the City Council hereby finds and determines that the proposed project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The subject site is surrounded on all sides by urban uses and has no suitable habitat for endangered species. There are existing utilities and public services available to serve the site. As proposed, the project will comply with General Plan policies and zoning code regulations and the project does not result in any significant traffic, air quality, or water quality impacts. As such, no additional environmental review is required.
Section 3. Tentative Parcel Map Findings
With respect to Tentative Parcel Map (TPM) No. 38218, the City Council finds as follows for the proposed for the industrial development project:
1. The parcel map is consistent with the goals, objectives, policies and implementation measures of the Coachella General Plan 2035. The site has an Industrial District land use designation that allows for a range of industrial uses.
The project proposes manufacturing facilities and secondary RV storage facility, in keeping with the Industrial land use category for this site. The internal design 32 air-space warehouse units and 8 office units as encouraged by the General Plan.
2. The site is physically suitable for the type of development proposed under
Item 23.
Resolution No. 2022-56
Tentative Parcel Map 38218 in that the acreage and exterior boundaries of the proposed map are consistent with the site acreage and boundaries. The project complies with all parking and loading requirements.
3. The design of the subdivision is not likely to cause substantial environmental damage nor substantially and avoidable injure fish or wildlife or their habitat.
The site is previously disturbed and there are no bodies of water near the site.
4. The design of the subdivision is not likely to cause serious health problems.
The project will comply with Building Code and Fire Code regulations.
5. The design of the subdivision will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision in that the map is for the creation of 32 warehouse condominium units and 8 office units for manufacturing and indoor RV storage use. There are not known easements that would conflict with the proposed subdivision.
6. The City Council, in light of the whole record before it, including but not limited to recommendation of the Development Services Director as provided in the Staff Report dated May 18, 2022 and documents incorporated therein by reference and any other evidence within the record or provided at the public hearing of this matter, hereby finds that Tentative Parcel Map 38218 is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality.
Section 5. City Council Approval
Based on the foregoing recitals and findings above, and the written and oral comments, facts and evidence presented, the City of Coachella City Council hereby approves Tentative Parcel Map (CUP 351) No. 38218 subject to the Conditions of Approval as set forth in “Exhibit A”.
PASSED, APPROVED and ADOPTED this 9th day of June 2022. ___________________________________
Steven A. Hernandez
Mayor
Item 23.
Resolution No. 2022-56
ATTEST:
___________________________________
Angela M. Zepeda
City Clerk
APPROVED AS TO FORM:
___________________________________
Carlos Campos
City Attorney
Item 23.
Resolution No. 2022-56
STATE OF CALIFORNIA
COUNTY OF RIVERSIDE
CITY OF COACHELLA
)
) ss.
)
I HEREBY CERTIFY that the foregoing Resolution No. 2022-56 was duly adopted by the City Council of the City of Coachella at a regular meeting thereof, held on the 9 th day of June
2022, by the following vote of Council:
AYES:
NOES:
ABSENT:
ABSTAIN:
___________________________________
Andrea J. Carranza, MMC
Deputy City Clerk
Item 23.
Resolution No. 2022-56 EXHIBIT A
Exhibit A - Resolution No. 2022-56
CONDITIONS OF APPROVAL
TENTATIVE PARCEL MAP 38218 JJWR HOLDINGS MANUFACTURING AND RV
STORAGE PROJECT
General Conditions
1. Tentative Parcel Map No. 38218 shall be valid for 24 months from the effective date of said City Council approvals unless the applicant requests an extension of time and granted by the Planning Commission. The conditional use permit shall expire and shall become void one year following the date on which the conditional use became effective, unless prior to the expiration of one year a building permit is issued and construction is commenced and diligently pursued toward completion, or a certificate of occupancy is issued. Violation of any of the conditions of approval shall be cause for revocation of the Conditional Use Permit and Architectural Review.
2. 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 City Attorney, within five days of the effective date of this approval.
3. Within five business days of project approval, the applicant shall submit to the Planning Division a check made payable to the County of Riverside in the amount of $50 for filing the CEQA Notice.
Final Map
4. The Final Map shall comply with the Subdivision Map Act and City of Coachella Subdivision Ordinance.
5. All public streets shall be dedicated to The City of Coachella.
6. 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.
Item 23.
Resolution No. 2022-56 EXHIBIT A
7. Prior to approval of the Final Map, the applicant shall resolve CVWD issues related to existing tile drains or irrigation mains located within the tract boundary or along the streets adjacent to the tract. If necessary, tile drains and irrigation lines shall be relocated and easement documents prepared for the new location of any such lines. The easement shall be shown on the final map. Plans for the tile drain or irrigation relocation shall be submitted to CVWD for approval and a copy of the plans 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 such relocation plans.
Item 23.
RESOLUTION NO. 2022-57
A RESOLUTION OF THE CITY OF COACHELLA CITY COUNCIL
APPROVING CONDITIONAL USE PERMIT NO. 354 AND
ARCHITECTURAL REVIEW NO. 21-07 FOR THE CONSTRUCTION
OF TWO 2,750 SQ. FT. INDUSTRIAL BUILDINGS TO CREATE UP
TO 32 WAREHOUSE CONDOMINIUMS AND 8 OFFICE
CONDOMINIUMS ON AN APPROXIMATELY 3.29 ACRE SITE (APN
763-141-030 and 763-141-031). JJWR, LLC (APPLICANT).
WHEREAS JJWR, LLC filed an application for Conditional Use Permit (CUP No. 354) and Architectural Review (AR) No. 21-07 to allow the construction of a of two 25,750 sq. ft. industrial building to create up to 32 warehouse condos and 8 office condos on a 3.29 acre site at 53-457 and 53-459 Enterprise Way (APN 763-141-030 and 763-141-031); and, WHEREAS, the City has processed said application pursuant to the Subdivision Map Act (commencing with Section 64410, Title 7 of the Government Code and the California Environmental Quality Act of 1970) as amended; and,
WHEREAS, on May 5, 2022 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 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 conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community.
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 City Council determine the project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality.
WHEREAS on May 18, 2022, the Planning Commission of the City of Coachella held a duly noticed public hearing on the subject application, considered written and oral comments, and facts and evidence presented by the applicant, City staff, and other interested parties; and
Item 23.
Resolution No. 2022-57
WHEREAS on June 8, 2022, the City Council of the City of Coachella held a duly noticed public hearing on the subject application, considered written and oral comments, and facts and evidence presented by the applicant, City staff, and other interested parties; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Coachella, California hereby resolve as follows:
Section 1. Incorporation of Recitals
The City Council hereby finds that all of the facts in the Recitals are true and correct and are incorporated and adopted as findings of the City Council as fully set forth in this resolution.
Section 2. CEQA Findings
Based upon its review of the entire record, including the Staff Report, any public comments or testimony presented to the City Council, and the facts outlined below, the City Council hereby finds and determines that the proposed project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The subject site is surrounded on all sides by urban uses and has no suitable habitat for endangered species. There are existing utilities and public services available to serve the site. As proposed, the project will comply with General Plan policies and zoning code regulations and the project does not result in any significant traffic, air quality, or water quality impacts. As such, no additional environmental review is required.
Section 3. Conditional Use Permit and Architectural Review Findings With respect to Conditional Use Permit (CUP) 354 and Architectural Review 21-07, the City Council finds as follows for the proposed for the industrial development project:
1. The Conditional Use Permit and Architectural Review is consistent with the goals, objectives, policies, and implementation measures of the Coachella General Plan 2035. The site has an Industrial District land use designation that allows for a range of industrial uses. The proposed uses on the site are in keeping with the policies of the Industrial land use classification insofar as the RV Storage is a secondary part of the project and not the primary use. The proposed structures on the site are in keeping with the policies of the Industrial District land use classification and the project is internally consistent with other General Plan policies for this type of development. The project is consistent with the policies of the Land Use and Community Character's Sub-Area #7 policies which envisions a diversity of job-producing uses and that would provide for industrial, warehouse and distribution uses.
Item 23.
Resolution No. 2022-57
2. The proposed uses will be located, designed, constructed, operated and maintained so as to be compatible with the existing or intended character of the general vicinity and shall not change the essential character of the same area. The proposed project is in compliance with the applicable development standards for the M-H (Heavy Industrial) Zoning District of the City's Zoning Code insofar that the RV storage portion of the project remains a secondary portion of the development.
3. Consideration is given to harmony in scale, bulk, coverage and density, to the availability of public facilities and utilities, to harmful effect, if any, upon desirable neighborhood character, to the generation of traffic and the capacity of surrounding streets, and to any other relevant impact of the development. The proposed project is in compliance with the applicable development standards for the M-H (Heavy Industrial) Zoning District of the City's Zoning Code. The proposed development consists of the development of two 25,750 sq. ft. industrial buildings for manufacturing and RV storage. The proposed uses will be compatible with existing adjacent uses that include industrial and municipal uses within the immediate vicinity.
4. The Project will be compatible with neighboring properties with respect to land development patterns. The proposed development would develop according to the development standards of the M-H Zone at a scale, massing, and aesthetic appeal of existing development is in keeping with development of neighboring properties such as the Coachella Corporate Yard, Jehovah’s Witness building, and the City of Coachella Civic Center.
The plans submitted for this project propose development of two 25,750 sq. ft. industrial buildings for manufacturing and RV storage.
5. The proposed use will include three new vehicular approaches to the property designed to improve off-site and on-site vehicular circulation for existing traffic on surrounding public streets or roads. Evidence of this is reflected in the provided site plan design. The three new proposed drive aisles and internal circulation have been reviewed and approved by the Fire Department and the Engineering Department.
Section 5. City Council Approval
Based on the foregoing recitals and findings above, and the written and oral comments, facts and evidence presented, the City of Coachella City Council hereby approves Conditional Use Permit (CUP No. 354), and Architectural Review No. 21-07 for the JJWR Holdings Manufacturing and RV Storage Project and subject to the Conditions of Approval as set forth in “Exhibit A”:
Item 23.
Resolution No. 2022-57
PASSED, APPROVED and ADOPTED this 9th day of June 2022. ___________________________________
Steven A. Hernandez
Mayor
ATTEST:
___________________________________
Angela M. Zepeda
City Clerk
APPROVED AS TO FORM:
___________________________________
Carlos Campos
City Attorney
Item 23.
Resolution No. 2022-57
STATE OF CALIFORNIA
COUNTY OF RIVERSIDE
CITY OF COACHELLA
)
) ss.
)
I HEREBY CERTIFY that the foregoing Resolution No. 2022-57 was duly adopted by the City Council of the City of Coachella at a regular meeting thereof, held on the 9 th day
of June 2022, by the following vote of Council:
AYES:
NOES:
ABSENT:
ABSTAIN:
___________________________________
Andrea J. Carranza, MMC
Deputy City Clerk
Item 23.
Resolution No. 2022-57 EXHIBIT A
Exhibit A - Resolution No. 2022-57
CONDITIONS OF APPROVAL
CONDITIONAL USE PERMIT NO. 354, ARCHITECTURAL REVIEW NO. 21-07 JJWR
HOLDINGS MANUFACTURING AND RV STORAGE PROJECT
General Conditions
1. Conditional Use Permit No. 354 and Architectural Review 21-07 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. The conditional use permit shall expire and shall become void one year following the date on which the conditional use became effective, unless prior to the expiration of one year a building permit is issued and construction is commenced and diligently pursued toward completion, or a certificate of occupancy is issued.
2. 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 City Attorney, within five days of the effective date of this approval.
3. Within five business days of project approval, the applicant shall submit to the Planning Division a check made payable to the County of Riverside in the amount of $50 for filing the CEQA Notice.
4. RV Storage uses shall be a secondary use for the project site and shall occupy less than 50% of the proposed condominium warehouse spaces to be considered consistent with the Coachella General Plan’s identification of automotive uses as secondary uses. Any future Zoning Ordinance Amendments to the Coachella Municipal Code or General Plan Amendment or Use Interpretation that expressly allows RV storage to be considered a primary use in the M-H Zone or Industrial District shall override this condition of approval.
Architectural Design
5. 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.
Item 23.
Resolution No. 2022-57 EXHIBIT A
6. 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.
7. Outdoor storage areas shall be obscured from public view and specifically shall not be visible from any public roads.
8. If buried cultural materials are discovered inadvertently during any earth-moving operations associated with the project, all work within 50 feet of the discovery should be halted or diverted until a qualified archaeologist can evaluate the nature and significance of the finds.
9. If human remains are discovered, HSC §7050.5 prohibits any further disturbance until the Riverside County Coroner has made the necessary findings as to the origin. Human remains of Native American origin will need to be treated per consultations among the Most Likely Descendant, the City of Coachella, and the project proponent in accordance with PRC §5097.98.
Landscaping
10. 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.
11. Desert Gold groundcover shall be modified from 1/8” to 3/4”.
12. Cobble and boulders are identified on the conceptual landscape plan legend but not shown on the plan. Provide locations of cobble and boulders on the final landscape plan for approval by the Development Services Director.
13. Provide landscape improvements in areas of the proposed retention basin on the final landscape plan.
General - Engineering
14. A focused Traffic Analysis (TA) shall be prepared for the project by an appropriately licensed professional engineer. Prior to the preparation of the TA, the engineer shall submit a scoping letter for the TA for the City Engineer’s approval. The TA shall include but not limited to identification of trip generation, traffic distribution and impact on existing transportation facilities and at time of General Plan build-out, all relevant, ingress and egress movements, lines of sight, queuing analysis, and alignment studies (preliminary signing and striping plan).
Applicant shall obtain approval of site access and circulation from the Fire Marshall.
Item 23.
Resolution No. 2022-57 EXHIBIT A
15. A preliminary soils report shall be prepared for the project by an appropriately licensed professional engineer. At a minimum, the soils report shall provide specific analyses and recommendations for grading, pavement structural sections, and infiltration.
16. A comprehensive 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 contain pre- and post-development hydrology maps showing on-site and off-site tributary drainage areas and shall be prepared in accordance with the requirements of the Riverside County Flood Control District. Adequate provisions shall be made to accept and conduct the existing tributary drainage flows around or through the site in a manner which will not adversely affect adjacent or downstream properties. If the design of the project includes a retention basin, it shall be sized to contain the runoff resulting from a 10-year storm event and the runoff from a 100-year storm event shall be contained within basin with shallow ponding (3.5' max.). The basin shall be designed to evacuate a 10-year storm event within 72 hours. The size of the retention basin(s) shall be determined by the hydrology report and be approved by the City Engineer. Retention basin shall be provided with a minimum of 2.00 feet sandy soil if determined to contain silt or clay materials. Maximum allowable percolation rate for design shall be 10 gal./s.f./day unless otherwise approved by the City Engineer. A percolation test for this site is required to be submitted. A combination drywell vertical drain field shall be constructed at all points where runoff enters the retention basin. Drywell & vertical drain field design shall be based on soils borings made at the proposed drywell locations after the retention basins have been rough graded. Minimum depth shall be 45-feet.
A log that includes sieve analysis for each strata of the borings shall be submitted to the City Engineer for confirmation of depth of the vertical drain fields. Underground retention under the proposed parking area will be considered as an alternative to surface retention subject to the approval of the City Engineer.
17. Prepare and record necessary drainage easements to implement the project in accordance with drainage law.
18. A storm water quality management plan shall be prepared for the project by California Registered Civil Engineer in compliance with NPDES and State Water Quality Control Board regulations. The project shall be designed to specify preferential use of Low Impact Development Best Management Practices that reduce pollutants and runoff volume.
19. Applicant shall comply with the valley wide NPDES permit requirements including but not limited to submittal of a WQMP for plan review accompanied by a $3,000 plan check deposit for approval including executed maintenance agreement. All unused plan check fees will be refunded to the applicant upon approval of the Final WQMP.
20. 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 bond form, in amount of $2,000.00 per acre of gross area, and a onetime 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, the original
Item 23.
Resolution No. 2022-57 EXHIBIT A
plans, and executed dust control agreement, are filed in the engineering department at the City of Coachella.
21. Applicant shall submit for review and approval by the City Engineer all documents related to any existing and proposed on-site and off-site easements that may affect the development of the site. All easements shall be identified on the engineering plans.
22. 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 onsite streets as required.
23. Applicant shall obtain approval of site access and circulation from Fire Marshall.
24. 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.
25. 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.
ROUGH GRADING:
26. Prepare and submit rough grading and erosion control plans for the project.
27. The project’s soils engineer shall certify to the adequacy of the grading plan.
28. All projects developing one (1) acre or more of total land area, or which are part of a larger phased development that will disturb one acre of land, are required to obtain coverage under the State Water Resources Control Board’s (SWRCB) General Permit for storm water discharges associated with construction activity. Proof of filing a Notice of Intent (NOI) with the SWRCB for coverage under this permit is required. The Waste Discharger’s Identification Number (WDID), issued by the SWRCB, must be shown on the grading plans. The project’s Storm Water Pollution Prevention Plan shall be submitted for the City’s review and approval.
PRECISE GRADING:
29. A precise grading/improvement plan, prepared by a California Registered Civil Engineer, showing building footprints, pad elevations, finished grades, drainage routes, retaining walls, erosion control, slope easements, and all other pertinent information shall be submitted for review and approval by the City Engineer.
30. Rough grading shall be certified by the project soils engineer prior to issuance of a permit for precise grading or building construction.
31. Provide and record a reciprocal use and maintenance agreement to assure common ingress and egress and joint maintenance of all common access, parking areas and drives.
Item 23.
Resolution No. 2022-57 EXHIBIT A
32. 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 six (6) feet as measured from an average of the ground elevations on either side.
STREET IMPROVEMENTS:
33. Street improvement plans prepared by a California Registered Civil Engineer shall be submitted for review and approval by the City Engineer. All street improvements including street lights shall be designed and constructed in conformance with City Municipal Code, General Plan, and Standards and Specifications. Street flow line grade shall have a minimum slope of 0.35 %.
34. 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 standards for commercial driveways with a minimum width of 24.00 feet and curbed radius entrances.
35. Applicant shall construct and dedicate the following streets and street improvements to conform to the General Plan and/or requirements of Traffic Study. 1) Enterprise Way- Public Roadway as shown on the RAC and per these comments shall include the following:
a. Street measured at Center line to westerly curb shall have a width of 26-foot b. Applicant shall install all sidewalk, curb and gutter transitions to uniformly connect to existing adjacent improvements and coordinate installation and/or relocation of fire hydrants, water meters, storm drain, wells, streetlights and all other appurtenances as required to the satisfaction of the City Engineer.
c. Applicant shall construct all appurtenant roadway components within project limits such as, but not limited to: curb and gutter, sidewalk, ADA ramps, Traffic control striping, legends, Traffic control signs and street name signs to the satisfaction of the City Engineer.
d. Applicant shall remain and protect in place existing curb and gutter that is on good shape condition and/or remove and replace curb and gutter that is not such as, but not limited to: crack, deteriorated or any kind of concrete fractures to the satisfaction of the City Engineer
e. Applicant shall underground all existing dry utilities if existing at southbound lane within project limits such as, but not limited to: power poles, telecommunication poles and all other existing dry utilities to the satisfaction of the City Engineer.
Item 23.
Resolution No. 2022-57 EXHIBIT A
SEWER and WATER IMPROVEMENTS:
36. Sewer & Water Improvement Plans prepared by a California Registered Civil Engineer shall be submitted for engineering plan check and City Engineer approval.
37. Applicant shall construct all off-site and on-site water improvements and any other incidental works necessary to complete the improvements. Size and location of sewer and water improvements shall be approved by the City Engineer.
PRIOR TO ISSUANCE OF BUILDING PERMITS:
38. A final soils report, compaction report and rough grading certificate shall be submitted and approved prior to issuance of any building permits.
39. Provide a set of proposed Covenants, Conditions and Restrictions (CC&R) for review and approval. The proposed CC&Rs shall contain the Association’s/Owner’s maintenance obligations with respect to various facilities including, but not limited to, right-of-way and private landscaping, private streets, sidewalks, utilities, street lights, and Water Quality Management Plan (WQMP) features. This document must be submitted to and approved by the City before it is submitted to any other governmental entity. The City of Coachella shall be listed as a third party beneficiary.
40. Prior to issuance of building permits, all required public improvements, including landscaping and lighting of the retention basins, and landscaped areas along the exterior streets, shall be completed or secured with appropriate sureties to the satisfaction of the City Engineer. An engineering final inspection is required. "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 onsite improvements shall be completed to the satisfaction of the City Engineer prior to acceptance of improvements for maintenance by the City.
41. The applicant’s Civil Engineer shall field verify and certify that all BMPs are designed, constructed, and functional in accordance with the approved WQMP.
PRIOR TO RELEASE OF OCCUPANCY PERMITS/ACCEPTANCE OF PUBLIC IMPROVEMENTS:
42. Prior to issuance of certificate of occupancy, all public improvements, including landscaping and lighting of the retention basins, and landscaped areas along the exterior streets, shall be completed to the satisfaction of the City Engineer. An engineering final inspection is required. "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
Item 23.
Resolution No. 2022-57 EXHIBIT A
to the satisfaction of the City Engineer prior to acceptance of improvements for maintenance by the City.
Landscaping
43. 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 as part of the subject Architectural Review, and as conditioned herein. Landscape lighting shall be incorporated. All landscape materials shall be identified on a legend and identified graphically on a landscape plan including planting counts, tree caliper, and planted tree heights.
44. 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.
45. The proposed landscape shall be in conformance with the City's Landscape Development Guidelines and should include water-efficient plantings as encouraged for the commercial development. A detailed landscape and irrigation plan shall be submitted that addresses landscape requirements for the project site. All landscaping shall fulfill the general requirements of the Coachella Municipal Code Chapter 17.54 as follows:
a. Internal landscaping equal to a minimum of five percent 5% of the parking area and driveway area is required and shall be distributed throughout the parking area. b. 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 parking surface. The landscaped planter along the north side of the drive-thru lane shall be a minimum of five feet in width. c. Where a drive aisle abuts the side of a parking space a landscaped planter shall separate the parking space from the drive aisle.
d. At least one (1) fifteen (15) gallon tree shall be provided within the parking area for every ten (10) parking spaces, with size, height and species acceptable to staff. e. All internal landscape planters shall have permanent and automatic sprinkler or drip irrigation systems.
46. The landscape plan shall be revised to accommodate usable areas at the west side of Building A for residents and the customers of the retail space that allow for greater visibility and consistent with the Pueblo Viejo Revitalization Plan goals for common use spaces. Plant trees in grates on east and west sides of Building A retail space.
47. The Planning Division may request minor substitutions of plant materials or request additional sizing or quantity of materials during plan check.
Item 23.
Resolution No. 2022-57 EXHIBIT A
48. The applicant shall submit, and must obtain approval from the Development Services Director, a letter from a registered landscape architect confirming that landscaping and irrigation have been installed in accordance with the approved plans prior to issuance of a certificate of occupancy. Any damaged, dead or decayed landscaping landscape areas within the remainder of the commercial center shall be replaced per approved landscape plans upon landscape inspection by the Development Services Department and prior to issuance of a certificate of occupancy.
49. The site landscaping shall be maintained in good condition at all times, and the owner or operator of the facility shall be responsible for replacing any damaged, dead or decayed landscaping as soon as practicable, and in accordance with the approved landscape plan.
50. Include low intensity landscape lighting.
Coachella Valley Water District:
51. Applicant must comply with Coachella Valley Water District regulations pertaining to irrigation infrastructure protect-in-place practices, relocation or abandonment of infrastructure, if needed.
Fire Department ([email protected] 760-393-3386)
52. Fire Hydrants and Fire Flow: Prior to the issuance of building permits, plans for the water system shall be submitted to the fire department for review and approval. The water system shall be capable of delivering the required fire flow. Based on the application, the largest proposed building is 4500 square feet, assuming construction type VB, with fire sprinklers, therefore the minimum required fire flow is 1000 gallons per minute at 20 psi for 2 hours.
Fire hydrant location and spacing shall comply with the fire code. An approved water supply for fire protection during construction shall be made available prior to the arrival of combustible materials on site. Reference 2019 California Fire Code (CFC) 507.5.1, 3312, Appendices B and C.
53. Fire Department Access: Prior to building permit issuance, a fire access site plan shall be approved. Approved vehicle access, either permanent or temporary, shall be provided during construction. CFC 503.1.1, 3310.1 and 503.2.1
54. Requests for installation of traffic calming designs/devices on fire apparatus access roads shall be submitted and approved by the Office of the Fire Marshal. Ref. CFC 503.4.1
55. Phased Construction Access: If construction is phased, each phase shall provide approved access for fire protection prior to any construction. Ref. CFC 503.1
56. Construction Permits Fire Department Review: Submittal of construction plans to the Office of the Fire Marshal will be required.
Item 23.
Resolution No. 2022-57 EXHIBIT A
57. Prior to building permit issuance, a statement of intended use from the owner or business representative shall be provided to the Office of the Fire Marshal about the proposed manufacturing, operations, and storage in the building. Ref. CFC 105.4.2.
58. Fire Sprinkler System: All new commercial structures 3,600 square feet or larger shall be protected with a fire sprinkler system. Ref CFC 903.2 as amended by the City of Coachella.
59. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required and determined at time of building plan review. Ref. CFC 903.4, CFC 907.2 and NFPA 72.
60. Knox Box and Gate Access: Buildings shall be provided with a Knox Box. The Knox Box shall be installed in an accessible location approved by the Office of the Fire Marshal. Gates installed across access walkways and maintained locked shall be provided with approved Knox equipment. Electric gate operators shall be provided with Knox key switches. Electric gate operators shall also be connected to a remote signal receiver compatible for use with the preemption devices on the Riverside County fire apparatus. The gate shall automatically open upon receiving a remote signaled form the fire apparatus and remain in the fully open position for a minimum of 20 seconds. Ref. CFC 506.1
61. Addressing: All commercial buildings shall display street numbers in a prominent location on the street side of the premises and additional locations as required. Ref. CFC 505.1 Environmental Compliance:
62. Must submit water and sewer plans for approval and determine impacts to systems from Utilities Dept. - project required to connect to City public sewer and water system.
63. Detailed plumbing and mechanical plans required.
64. Tenant Improvements must submit a Source Control survey to determine necessary pretreatment controls.
65. WQMP: required for priority projects - Parking lot ≥ 5,000 sq. ft. or ≥ 25 parking spaces - CC&R found in the WQMP incomplete and will need to be completed for approval.
66. Install Above Ground "Double Check Detector Assembly" DCDA for fire system.
67. Install RP/Backflow device at least 12" within all water meters servicing landscape, commercial and or industrial facilities.
68. Install separate AMI 4-G metering system for each building.
69. Install separate AMI 4-G water service meter for irrigation system.
Item 23.
Resolution No. 2022-57 EXHIBIT A
70. Verify if truck docks are below the grade and submit design for drainage system.
Item 23.
Vicinity Map
¯
Site
Enterprise Way
Avenue 54
Item 23.
BUILDING A & BUILDING B NORTHEAST ELEVATIONS
BUILDING B BUILDING A
PEDESTRIAN GATE
WITH PARKING ENTRANCE SECONDARY ENTRANCEENTRY AND PARKING
NORTH SECONDARY
8' HIGH CMU BLOCK SECURITY WALL
MAIN PROJECT
8' HIGH CMU BLOCK SECURITY WALL
PILASTERS
FLANKING ENTRY GATES
PEDESTRIAN GATE
SECURITY
SLIDING
GATES SECURITY
SLIDING
GATES
SECURITY
SLIDING
GATES
8'X 8' WINDOW
STOREFRONT
GLASS, TYP
8'X 8' WINDOW STOREFRONT GLASS, TYP
INSULATED
BUILDING
PANELS, TYP
INSULATED
BUILDING
PANELS, TYP RETENTION AREA
RAINWATER
BEYOND
PILASTERS FLANKING ENTRY GATESPILASTERS
FLANKING ENTRY GATES
SPLIT FACE CMU BLOCK
ABSTRACTED "QR CODE"
LAID TO CREATE
SPLIT FACE CMU BLOCK
PUBLIC ART DISPLAY
LAID TO CREATE
PUBLIC ART DISPLAY
ABSTRACTED "QR CODE"
228'-0"
228'-0"
110'-0"
55'-0" 55'-0"
(398)
(398)
(398)
(398)
(398)
(398)
(398)
(398)
(398)
(398)
(398)
(398)
(399)
(399)
(399)
(399)
(399)
(400)
(400)
(402)
(402)
(401)
(401)
(400)
(399)
(398)
(398)
(398)
(401)
(400)
(401)
(401)
(401)
(399)
(399)
(400)
(401)
(401)
(402)
(400)
(400)
(401)
(400)
(399)
(398)
(398)
(398.03TC)
(397.44FL)
(397.63LIP)
(397.98TC)
(397.38FL)
(397.53LIP)
(397.90TC)
(397.28FL)
(397.40LIP)
(397.74TC)
(397.09FL)
(397.27LIP)
(397.62TC)
(396.97FL)
(397.17LIP)
(397.56TC)
(396.91FL)
(397.16LIP)
(397.58TC)
(396.97FL)
(397.09LIP)
(397.63TC)
(397.01FL)
(397.16LIP)
(397.74TC)
(397.17FL)
(397.27LIP)
(397.78TC)
(397.25FL)
(397.36LIP)
(397.84TC)
(397.28FL)
(397.41LIP)
(397.98TC)
(397.39FL)
(397.53LIP)
(398.09TC)
(397.47FL)
(397.56LIP)
(398.18TC)
(397.60FL)
(397.73LIP)
(398.24TC)
(397.62FL)
(397.79LIP)
(398.35TC)
(397.78FL)
(397.87LIP)
(398.39TC)
(397.78FL)
(397.92LIP)
(398.48TC)
(397.89FL)
(398.04LIP)
(398)
(GREEN WASTE)
(DEBRIS PILE)
(DIRT)
(ROAD)
(DIRT)
(ROAD)
(DIRT)
(ROAD)
(DIRT)
(ROAD)
(DIRT)
(ROAD)
(397)
(398)
(398)
(398)
PP_911476D
(STUMP)
(CONCRETE PAD)
393
394
395
396
397
398
398
397
396
395
394
393
393
394
395
396
397
398
398
397
396
395
394
393
PLANTER
BIKE
RACK
MAN GATE
SECURE PARKING
SLIDING GATES
PLANTER
SLIDING GATES
SECURE PARKING
SLIDING GATES
SECURE PARKING
BIKE
RACK
XFRMR
XFRMR
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
RETENTION
BASIN
5 WAREHOUSE 9
WAREHOUSE 8
RESTROOM
UNISEX
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
EVCS
EVCS
VAN
UNISEX
RESTROOM
UNISEX
RESTROOM
UNISEX
RESTROOM
MENS
RESTROOM
WOMENS
RESTROOM
MENS
RESTROOM
WOMENS
RESTROOM
WAREHOUSE 25
WAREHOUSE 26
WAREHOUSE 27
WAREHOUSE 28
WAREHOUSE 29
WAREHOUSE 30
WAREHOUSE 31
WAREHOUSE 32
WAREHOUSE 24
WAREHOUSE 23
WAREHOUSE 22
WAREHOUSE 21
WAREHOUSE 20
WAREHOUSE 19
WAREHOUSE 18
WAREHOUSE 17
OFFICE 8
OFFICE 7
OFFICE 6
OFFICE 5
WAREHOUSE 10
WAREHOUSE 11
WAREHOUSE 12
WAREHOUSE 13
WAREHOUSE 14
WAREHOUSE 15
WAREHOUSE 16
WAREHOUSE 7
WAREHOUSE 6
WAREHOUSE 5
WAREHOUSE 4
WAREHOUSE 3
WAREHOUSE 2
OFFICE 4
OFFICE 3
OFFICE 2
OFFICE 1
WAREHOUSE 1
ACCESSIBLE SPACE
ACCESSIBLE SPACE
ACCESSIBLE SPACE
VAN
ACCESSIBLE SPACE
7 6
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27 28 29 30 31 32 33 34 35
37 36
38 39 40 41
43 44 45 46 47
BUILDING A
BUILDING B
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
ENTERPRISE WAY
56 55 54 53 52 51 50 49 48
58 57
FIRE LANE
82 81
80 79
78 77
76 75
74 73
72 71
70 69
68 67
66 65
64 63
62 61
FIRE LANE
84 85
LOADING SPACE
LOADING DOCK
42 60 59
83 87
86 88
89 90
91 92
93 94
95 20'
12 (N53°50'15"E 300.00')
(N53°50'15"E 300.00')
(N53°50'15"E 300.00')
(N36°09'45"W 260.00')
(N36°09'45"W 217.50')
(N36°09'45"W 260.00')
(N36°09'45"W 217.50')
44'
44'
44'
44'
26'
18'
26'
18' (N36°09'45"W 1273.77')
PARCEL MAP 23951-1)
(PMB 170/13-15)
PARCEL 5
PARCEL MAP 23951-1)
(PMB 170/13-15)
PARCEL 4
COVER SHEET
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
1 PROJECT AS SEEN FROM ENTERPRISE WAY
SCALE - 1" = 15'-0"
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
PARCEL 3 & 4 ENTERPRISE WAY, COACHELLA, CA 92236
SE 1/4 SECTION 9, T6S, R8E, SBM
JJWR HOLDINGS - MANUFACTURING & RV STORAGE PROJECT
TOTAL SITE AREA:143,250 SQ FT. (APPROX. 3.29± ACRES)
BUILDING A FOOTPRINT: 25,080 SQFT.
BUILDING B FOOTPRINT: 25,080 SQFT.
TOTAL PROPOSED BUILT AREA: 50,160 SQFT.
NEW ONSITE HARDSCAPE AREA: 69,460 SQFT.
TOTAL ONSITE NON-PERVIOUS AREA: 119,620 SQFT.
LANDSCAPED AREA: 23,630 SQFT. (16.5% OF TOTAL AREA)
PROPOSED ONSITE RETENTION: (10,010 SQFT.)
OFF SITE HARDSCAPE IMPROVEMENTS: 270 LF OF NEW CURB AND GUTTER, 5' WIDE
CURB ADJACENT PUBLIC SIDEWALK ALONG PROJECT FRONTAGE ON ENTERPRISE WAY (2,255 SQFT.), 3 NEW DRIVEWAY APRONS AT PROJECT ENTRANCES (INCL. 6 NEW SIDEWALK CURB RAMPS AND 1,380 SQFT. OF ENCHANCED PAVING IN DRIVEWAYS), ADA ACCESSIBLE WALKS FROM SIDEWALK 195 SQFT. (INCL. 2 CONCRETE PADS FOR BIKE RACKS), AND 50 LF OF 6" HIGH X 12" WIDE POURED IN PLACE CONCRETE STEPS.
PROPOSED PERMEABLE LANDSCAPED AREA IN RIGHT-OF-WAY:3,340 SQFT.
1. THE PROJECT CONSISTS OF (2) 25,740 SQ FT BUILDINGS WITH A TOTAL OF UP TO (16) AIR-SPACE CONDOMINIUM MANUFACTURING/WAREHOUSE/STORAGE UNITS AND (4) OFFICE AIR-SPACE CONDOMINIUMS EACH FOR A TOTAL OF (40) UNITS. EACH BUILDING WILL HAVE AN ACCESSIBLE SHARED UNISEX RESTROOM ACCESSED FROM THE SOUTHWESTERN FIRE LANE FOR USE BY PROJECT OWNERS AND GUESTS.
2. BOTH BUILDING "A" AND BUILDING "B" ARE NEW BUILDINGS. EACH BUILDING WILL HAVE AN ELECTRICAL ROOM AND FIRE RISER CLOSET AND WILL HAVE A MAXIMUM HEIGHT OF 24'-0".
3. EXTERIOR WALLS SHALL BE CORRUGATED STEEL ON THE INTERIOR OF THE PROJECT AND A COMBINATION OF INSULATED DECORATIVE PANELS AND INTEGRAL CMU BLOCK WITH A RECESSED FLAT METAL ROOF SYSTEM SCREENED BEHIND PARAPET WALLS. EXTERIOR WALLS FACING ENTERPRISE WAY WILL BE FINISHED IN A 3 COLOR COMBINATION, WITH THE THIRD COLOR SPECIFIED AS AN ACCENT ON MINOR TRIM ELEMENTS. (SEE ELEVATIONS, SHEET 4).
4. OFFICE UNITS WILL BE DELIVERED CONDITIONED AND FINISHED. MANUFACTURING/WAREHOUSE/STORAGE UNITS WILL BE DELIVERED UNFINISHED AND UNCONDITIONED.
5. ALL MANUFACTURING/WAREHOUSE/STORAGE UNITS WILL BE DELIVERED AS UNCONDITIONED SHELL AND WILL HAVE TWO (2) ROOF MOUNTED PLINTHS INTENDED FOR FUTURE ROOF MOUNTED MECHANICAL EQUIPMENT. ALTHOUGH ALL UNITS WILL BE PRE-WIRED FOR AIR CONDITIONING AND/OR HEATING, SUCH IMPROVEMENTS WILL BE AT THE DIRECTION OF THE INDIVIDUAL OWNERS OF EACH UNIT AND SUBJECT TO CITY APPROVAL OF TENANT IMPROVEMENT PLANS AND PERMITS. OFFICE UNITS WILL BE DELIVERED AS CONDITIONED SHELLS SUBJECT TO CITY APPROVAL OF FUTURE TENANT IMPROVEMENTS.
6. ADDITIONAL PERMITS SUBMITTED AS A PART OF THIS CONSTRUCTION DOCUMENT SET WILL INCLUDE:TRASH ENCLOSURE, 8' HIGH PERIMETER WALLS, ENTRY GATES AND PILASTERS, AND ENTRY MONUMENT SIGNAGE.
7. THE PROPOSED PROJECT IS INTENDED TO PROVIDE FLEXIBILITY OF USE. THE DEVELOPER WILL INITIALLY USE THE NORTH BUILDING TO RELOCATE THEIR EXISTING MANUFACTURING BUSINESS TO. THE SOUTH BUILDING WOULD BE USED FOR FUTURE EXPANSION OF THEIR BUSINESS, OR COULD BE LEASED TO A TENANT ENGAGED IN MANUFACTURING OR SIMILAR ACTIVITIES, OR COULD BE USED FOR REVENUE GENERATING RV AND BOAT STORAGE. ALL OF THESE USES ARE PERMITTED OR CONDITIONALLY PERMITTED WITHIN THE ZONE, AND ARE ALL VERY APPROPRIATE USES FOR THE MANUFACTURING ZONE. THE PROPOSED MANUFACTURING/WAREHOUSE/STORAGE TYPE USE IS COMMONLY MARKETED AS “INDUSTRIAL FLEX” PROPERTY. “INDUSTRIAL FLEX” IS PRESENTLY ONE OF THE MOST IN-DEMAND COMMERCIAL PROPERTY TYPES IN THE COACHELLA VALLEY AND DEVELOPED PROPERTIES ARE IN VERY LIMITED SUPPLY. FURTHER, THE PROPOSED PARCEL MAP AND CONDOMINIUM OVERLAY CREATE THE OPPORTUNITY FOR FINANCE AND PURCHASE OF ALL OR JUST PART OF A BUILDING, AND POTENTIALLY OFFER THE OPPORTUNITY FOR OWNERSHIP OF SMALL WAREHOUSE SPACES TO SMALLER BUSINESSES AND DISADVANTAGED ENTITIES THAT LACK THE CAPITAL REQUIRED TO PURCHASE A LARGER BUILDING OR TO DEVELOP AN INDUSTRIAL/WAREHOUSE BUILDING FROM THE GROUND UP.
8. THE PROPOSED PROJECT CONSISTS OF TWO BUILDINGS THAT WILL BE OF TYPE VB CONSTRUCTION, WITH AN OCCUPANCY CLASSIFICATION OF B FOR THE OFFICES AND S-1 FOR THE WAREHOUSE AREAS. THE BUILDINGS WILL BE SPRINKLERED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT.
PROJECT DESCRIPTION
(BASED ON CITY OF COACHELLA ORDINANCE 17.54.010 (C)(2) - PARKING REQUIREMENTS) TOTAL BUILDING SF - 50,160SF
FIRST 20,000 SF - 1SPACE/400SF = (50 SPACES)
REMIANING 30,160 SF - 1SPACE/1000SF = (31 SPACES)
TOTAL REQUIRED = (81 SPACES)
(1) SPACE TO BE DESIGNATED EVCS ADA VAN ACCESSIBLE (SEE TABLE 11-208.2), (1) SPACE TO DESIGNATED RESERVED FOR EVCS (SEE TABLE 11B-222.3.2.11). (1) SPACE RESERVED FOR CARPOOL VEHICLE (SEE CGC TABLE 5.106.5.2). (1) SPACE RESERVED FOR CLEAN AIR VEHICLE (SEE CGC TABLE 5.106.5.2).
SECURED BICYCLE PARKING REQUIRED = 5% OF TOTAL VEHICLE PARKING PROVIDED = 4.35 (5) SEE CGC 5.710.6.2.2.
1 SPACE ADA VAN ACCESSIBLE
1 SPACE RESERVED FOR VAN ACCESSIBLE (EVCS READY)
1 SPACE RESERVED FOR CLEAN AIR VEHICLE (EVCS READY)
69 SPACES GENERAL PARKING
5 SPACES REQUIRED FOR SECURE BICYCLE PARKING SPACE
PARKING REQUIREMENTS
SUMMARY OF ON SITE PARKING PROVIDED GENERAL PARKING 89
ADA VAN SPACE 2
ACCESSIBLE EVCS SPACE (FUTURE) 2
CLEAN AIR VEHICLE SPACE 2
TOTAL 95
SECURED BICYCLE PARKING 6
PROJECT AREA CALCULATIONS
PROJECT SITE OVERVIEW SCALE - 1" = 40'
40 20 40 80 120
SCALE: 1"=40'
0 SCALE: 1"=40'
TABLE 1004.1.2 CBC
BUILDING A (CONDOMINIUMS)
TYPE NO. OCCUPANCY SQFT OCCUPANTS
WAREHOUSE 1 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 2 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 3 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 4 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 5 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 6 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 7 S1 = 1,650/500 SQFT = 3.25
WAREHOUSE 8 S1 = 1,650/500 SQFT = 3.15
WAREHOUSE 9 S1 = 1,650/500 SQFT = 3.15
WAREHOUSE 10 S1 = 1,650/500 SQFT = 3.25
WAREHOUSE 11 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 12 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 13 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 14 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 15 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 16 S1 = 1,320/500 SQFT = 2.75
OFFICE 1 B = 280/150 SQFT = 2.25
OFFICE 2 B = 280/150 SQFT = 2.25
OFFICE 3 B = 280/150 SQFT = 2.25
OFFICE 4 B = 250/150 SQFT = 2.45
TOTAL = 55.00
MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT
BUILDING B (CONDOMINIUMS)
TYPE NO. OCCUPANCY SQFT OCCUPANTS
WAREHOUSE 17 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 18 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 19 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 20 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 21 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 22 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 23 S1 = 1,650/500 SQFT = 3.25
WAREHOUSE 24 S1 = 1,650/500 SQFT = 3.15
WAREHOUSE 25 S1 = 1,650/500 SQFT = 3.15
WAREHOUSE 26 S1 = 1,650/500 SQFT = 3.25
WAREHOUSE 27 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 28 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 29 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 30 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 31 S1 = 1,320/500 SQFT = 2.75
WAREHOUSE 32 S1 = 1,320/500 SQFT = 2.75
OFFICE 5 B = 250/150 SQFT = 2.45
OFFICE 6 B = 280/150 SQFT = 2.25
OFFICE 7 B = 280/150 SQFT = 2.25
OFFICE 8 B = 280/150 SQFT = 2.25
TOTAL = 55.00
ENTERPRISE WAY
BUILDING A
25,740 SQFT
BUILDING B
25,740 SQFT
TOTAL PROVIDED = (95 SPACES)
INDUSTRIAL DISTRICT
GENERAL PLAN DESIGNATION:
ZONE M-H, HEAVY INDUSRIAL
ZONING:
Item 23.
393 394
395
396
397
398
398
397
396
395 394
393
393 394
395
396
397
398
398
397
396
395 394
393
(SSMH) (398.00RIM)
M M
W(SCRIBED "W" IN CURB)
S
(SCRIBED "S" IN CURB)
(VLV)
(WTR)
(STA. 21+50.86)(STA. 18+50.86)
(SSMH) (397.79RIM)
(STA. 18+90) (SEWER LAT)(STA. 16+70) (SEWER LAT)
G(SCRIBED "G" IN CURB)
(TELCOM)
(PVC-RISER)
(PVC-RISER)
(PVC)
(RISER)
(PVC)
(RISER)
(RISER)
(CONCRETE)
S(SCRIBED "S" IN CURB)
(STA. 21+60) (SEWER LAT)
(ELEC. PER PLANS)
(ELEC. PER PLANS)
(ELEC. PER PLANS)
(SEWER) (SEWER) (SEWER)
(WATER) (WATER) (WATER) (WATER) (SERVICES) (WATER) (SERVICES) (398)
(398)
(398)
(398)
(398)
(398)
(398)
(398)
(398)
(399)
(399)
(399)
(399)
(399)
(400)
(400)
(402)
(402)
(401)
(401)
(399)
(398)
(398)
(398)
(401)
(401)
(401)
(401)
(399)
(400)
(401)
(401)
(402)
(400)
(400)
(401)
(400)
(398)
(398)
(398.16FS)
(CROWN)
(398.04FS)
(CROWN)
(397.92FS)
(CROWN)
(397.75FS)
(CROWN)
(397.65FS)
(CROWN)
(397.59FS)
(CROWN)
(397.60FS)
(CROWN)
(397.71FS)
(CROWN)
(397.79FS)
(CROWN)
(397.94FS)
(CROWN)
(397.98FS)
(CROWN)
(398.08FS)
(CROWN)
(398.17FS)
(CROWN)
(398.26FS)
(CROWN)
(398.39FS)
(CROWN)
(398.46FS)
(CROWN)
(398.53FS)
(CROWN)
(398.59FS)
(CROWN)
(398.26TC)
(397.61FL)
(397.82LIP)
(398.03TC)
(397.44FL)
(397.63LIP)
(397.98TC)
(397.38FL)
(397.53LIP)
(397.90TC)
(397.28FL)
(397.40LIP)
(397.74TC)
(397.09FL)
(397.27LIP)
(397.62TC)
(396.97FL)
(397.17LIP)
(397.56TC)
(396.91FL)
(397.16LIP)
(397.58TC)
(396.97FL)
(397.09LIP)
(397.63TC)
(397.01FL)
(397.16LIP)
(397.74TC)
(397.17FL)
(397.27LIP)
(397.78TC)
(397.25FL)
(397.36LIP)
(397.84TC)
(397.28FL)
(397.41LIP)
(397.98TC)
(397.39FL)
(397.53LIP)
(398.09TC)
(397.47FL)
(397.56LIP)
(398.18TC)
(397.60FL)
(397.73LIP)
(398.24TC)
(397.62FL)
(397.79LIP)
(398.35TC)
(397.78FL)
(397.87LIP)
(398.39TC)
(397.78FL)
(397.92LIP)
(398.48TC)
(398)
(DIRT)
(ROAD)
(DIRT)
(ROAD)
(DIRT)
(ROAD)
(DIRT)
(ROAD)
(397.30)
(EG)
(397.73)
(EG)
(397.29)
(EG)
(397.39)
(EG)
(397.27)
(EG)
(397.34)
(EG)
(398.35)
(EG)
(397.53)
(EG)
(397.26)
(397.75)
(EG)
(397.89)
(EG)
(397.91)
(EG)
(397.80)
(398)
(398.38)
(398.28)
(EG)
(397.78)
(EG)
(397.43)
(397.63)
(EG)
(398.12)
(EG)
(397.20)
(EG)
(398.03)
(EG)
(397.75)
(EG)
(397.85)
(EG)
(398.22)
(EG)
(397.94)
(EG)
(398)
(397.87)
(EG)
(397.67)
(EG)
(397.67)
(EG)
(397.64)
(EG)
(397.86)
(EG)
(398.22)
(EG)
(397.68)
(EG)
(398.24)
(EG)
(397.96)
(EG)
(397.66)
(EG)
(398.21)
(EG)
(397.59)
(EG)
(398.06)
(EG)
(398.09)
(EG)
(398.31)
(EG)
(398.31)
(EG)
(398.40)
(EG)
(397.68)
(EG)
(397.58)
(EG)
(397.41)
(EG)
(397.52)
(EG)
(398.34)
(EG)
(398.22)
(EG)
(398.58)
(EG)
(398.74)
(EG)
(398.57)
(EG)
(398.64)
(EG)
(398.61)
(EG)
(398.98)
(EG)
(399.13)
(EG)
(398.74)
(EG)
(399.10)
(EG)
(399.09)
(EG)
(399.03)
(EG)
(399.36)
(EG)
(399.68)
(EG)
(399.34)
(EG)
(399.06)
(EG)
(398.86)
(EG)
(399.19)
(EG)
(399.81)
(EG)
(399.58)
(EG)
(399.52)
(EG)
(399.58)
(EG)
(399.32)
(EG)
(399.35)
(EG)
(399.41)
(EG)
(399.72)
(EG)
(399.77)
(EG)
(399.96)
(EG)
(399.74)
(EG)
(399.56)
(EG)
(399.24)
(EG)
(398.32)
(EG)
(398.30)
(EG)
(398.20)
(EG)
(398.52)
(EG)
(398.75)
(EG)
(398.86)
(EG)
(398.32)
(EG)
(398.91)
(EG)
(398.55)
(EG)
(398.45)
(EG)
(398.55)
(EG)
(398.27)
(EG)
(398.30)
(EG)
(398.52)
(EG)
(398.11)
(EG)
(398.21)
(EG)
(398.64)
(EG)
(398.40)
(EG)
(397.95)
(EG)
(398.19)
(EG)
(398.57)
(EG)
(397.81)
(EG)
(397.90)
(EG)
(397.77)
(EG)
(398.19)
(EG)
(398.57)
(EG)
(398.18)
(EG)
(398.10)
(EG)
(398.06)
(EG)
(398.29)
(EG)
(398.33)
(EG)
(398.66)
(EG)
(398.78)
(EG)
(398.20)
(398.13)
(EG)
(398.44)
(EG)
(398.08)
(EG)
(397.74)
(EG)
(397.68)
(EG)
(398.18)
(EG)
(397.87)
(EG)
(397.99)
(EG)
(398.11)
(EG)
(398.06)
(EG)
(397.97)
(EG)
(398.08)
(EG)
(398.56)
(EG)
(398.04)
(EG)
(398.04)
(EG)
(397.57)
(EG)
(399.96)
(EG)
(399.83)
(EG)
(399.85)
(EG)
(399.69)
(EG)
(399.57)
(EG)
(399.65)
(EG)
(399.79)
(EG)
(399.97)
(EG)
(400.19)
(EG)
(400.06)
(EG)
(400.72)
(EG)
(400.32)
(EG)
(400.33)
(EG)
(398.85)
(EG)
(399.41)
(EG)
(399.81)
(EG)
PP_911476D
(399.66)
(EG)
(STUMP)
(400.03)
(EG)
(400.06)
(EG)
(400.20)
(EG)
(400.55)
(EG)
(399.54)
(EG)
(399.70)
(EG)
(399.73)
(EG)
(399.74)
(EG)
(399.91)
(EG)
(400.27)
(EG)
(400.37)
(EG)
(401.33)
(EG)
(401.20)
(EG)
(401.54)
(EG)
(401.65)
(EG)
(402.53)
(EG)
(401.89)
(EG)
(401.52)
(EG)
(401.03)
(EG)
(400.52)
(EG)
(400.58)
(EG)
(399.90)
(EG)
(400.89)
(EG)
(400.77)
(EG)
(400.80)
(EG)
(399.68)
(EG)
(399.45)
(EG)
(399.81)
(EG)
(400.34)
(EG)
(400.61)
(EG)
(399.25)
(EG)
(399.28)
(EG)
(399.16)
(EG)
(399.23)
(EG)
(399.11)
(EG)
(399.34)
(EG)
(399.04)
(EG)
(399.03)
(EG)
(398.75)
(EG)
(399.08)
(EG)
(399.04)
(EG)
(398.62)
(EG)
(398.34)
(EG)
(398.45)
(EG)
(399.02)
(EG)
(398.88)
(EG)
(EG)
(399.12)
(EG)
(399.21)
(EG)
(400.44)
(EG)
(400.85)
(EG)
(400.59)
(EG)
(399.67)
(EG)
(CONCRETE PAD)
(400.76)
(FS)
(402.00)
(FS)
(402.81)
(FS)
(401.64)
(FS)
(401.50)
(FS1)
(400.91)
(EG)
(400.53)
(EG)
(400.05)
(EG)
(400.04)
(EG)
(400.93)
(EG)
(398.34)
(EG)
(398.20)
(EG)
(398.52)
(EG)
(398.84)
(EG)
(398.83)
(EG)
(398.65)
(EG)
(399.77)
(EG)
(398.43)
(EG)
(400.69)
(EG)
RETENTION
BASIN
5 WAREHOUSE 8 WAREHOUSE 9
RESTROOM
UNISEX
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
EVCS
VAN EVCS
UNISEX
RESTROOM
UNISEX
RESTROOM
UNISEX
RESTROOM
MENS
RESTROOM
WOMENS
RESTROOM
MENS
RESTROOM
WOMENS
RESTROOM
WAREHOUSE 25
WAREHOUSE 26
WAREHOUSE 27
WAREHOUSE 28
WAREHOUSE 29
WAREHOUSE 30
WAREHOUSE 31
WAREHOUSE 32
WAREHOUSE 24
WAREHOUSE 23
WAREHOUSE 22
WAREHOUSE 21
WAREHOUSE 20
WAREHOUSE 19
WAREHOUSE 18
WAREHOUSE 17
OFFICE 5 OFFICE 6 OFFICE 7 OFFICE 8
WAREHOUSE 10
WAREHOUSE 11
WAREHOUSE 12
WAREHOUSE 13
WAREHOUSE 14
WAREHOUSE 15
WAREHOUSE 16
WAREHOUSE 7
WAREHOUSE 6
WAREHOUSE 5
WAREHOUSE 4
WAREHOUSE 3
WAREHOUSE 2
OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4
WAREHOUSE 1
ACCESSIBLE SPACE
ACCESSIBLE SPACE
ACCESSIBLE SPACE
VAN
ACCESSIBLE SPACE
6 7
8 9
10 11
12 13
14 15
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 43 44 45 46 47
BUILDING A BUILDING B
FIRE LANE FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE FIRE LANE
FIRE LANE FIRE LANE
ENTERPRISE WAY
48 49 50 51 52 53 54 55 56 57 58
FIRE LANE
82 81
80 79
78 77
76 75
74 73
72 71
70 69
68 67
66 65
64 63
62 61
FIRE LANE
84 85
LOADING SPACE
LOADING DOCK
42 59 60
83 87
86 89 88
90 91
92 93
94 95
SWINGING GATE 1-24' 17
10 19 2 2 19
7 7
7 7
7 7 7
7 7
7 7 7
6 11
6 TRANSFORMER TRANSFORMER
7 ADA
5 SPACE
ADA VAN
5 SPACE
5 5
1 1
1 7 2
7 2
18 14
7 2
18 14
14 14
15 14
14 14
13 13
13 13
13 13
21 6 12
3 11
14 4 4
16 14
14 18
14 18
16 6
16 2 6
20 10
6 2
14 12
11 6
6 6
20 ADA
DRIVEWAY
3.95%
397.50LIP
397.38FL
DRIVEWAY
398.02FS
ADA VAN SPACE
WALL 398.71TW
398.21FS
398.25TC
397.75FS
398.10FS
398.60TC
BIKE RACK
398.3 FG
397.95FS 398.15FS
397.5 FG
2%
2%
1%
DRIVEWAY
SPACE
1.0%
400.57LIP 400.45FL
WALL
406.60TW
400.22TW
397.95FS
SLIDING
400.25TC
399.75FS
398.45FS
398.95TC
1.0%
OPENING
ARCHED
SLOPES 0.35%BUILDING FF SLOPES 0.35%
BUILDING FFBUILDING FF
BIKE RACK
400.90FS 401.40TC
SLIDING
GATES 2-16'
399.72LIP
399.60FL
1.0%
GATES 2-16'
398.17FS 399.8 FG
398.19FS
398.78TC
398.28FS
CURB CURB
398.26FS
398.76TC
400.22TRW
399.82FS
399.5 FG
GATES 2-16'
SLIDING
OPENING ARCHED
5' WIDE
3 STEPS
5' WIDE 6 STEPS
400.22TW 400.89FS 401.39RTW WALL
400.5 FG
399.95TC
399.45FL
399.57LIP
ENTERPRISE WAY
4.55% 1.0%
401.00FS 408.00TW
400.5 FG
0.35%
SLOPES 0.35%
BUILDING FF
SLOPES 0.35%
0.35%
398.05FL
398.17LIP
398.15FL
398.27LIP
386.00SLAB
386.50INV
393.00RIM
DRYWELL
376.00BTM
408.00TW
401.00FS
PILASTER
401.00FS 408.00TW PILASTER
408.00TW
401.00FS
PILASTER
400.00FS
408.00TW
PILASTER
408.00TW
401.00FS
PILASTER
400.00FS
408.00TW
PILASTER
400.85FS 398.6 EG
401.35TW WALL
4.0% 4.0%
398.8 FG
3.85%
400.0 FG 401.39RTW WALL
398.25FS
401.39RTW WALL
397.66FS
401.39TW WALL
397.4 FG
2.65%
TRASH ENCLOSURE
398.08FS
400.22TW
WALL
397.8 FG
399.4 FG
WALL
398.42FS
399.5 FG
WALL
398.50FS
399.78FS
400.28TRW
398.0 FG
1.0%
400.05FS 400.55TC
1.0%
WALL
400.7 EG
408.70TW 12
WALL
398.34FS
406.34TW 12
12 405.20TW
397.2 EG
WALL
WALL
398.4 EG
406.60TW
9.1%
12 400.20FS 400.20FS 399.20FS 399.20FS
399.5 FG
408.00TW
400.00FS
12 6
400.00FS 400.00FS
399.67FL
399.79LIP 11
2.91%
11 399.66LIP
399.54FL
399.49FL
399.61LIP 11
399.09FL
399.21LIP 11
0.35%
398.71FL
398.83LIP
11 2
3 11
8 11
4.21%
1.0%
398.80FL
398.92LIP
11 1.26%
0.35% 0.35%
0.51%
393.00FS
9 4.57%
20'
12 (N53°50'15"E 300.00')(N53°50'15"E 300.00')(N53°50'15"E 300.00') (N36°09'45"W 260.00') (N36°09'45"W 217.50')
(N36°09'45"W 260.00') (N36°09'45"W 217.50')
44' 44'44' 44'
26' 18'26' 18'
(N36°09'45"W 1273.77')
(PMB 170/13-15) PARCEL MAP 23951-1) PARCEL 5
(PMB 170/13-15) PARCEL MAP 23951-1) PARCEL 4
9'
20'TYP 30' 20'TYP TYP 9' TYP5' 110' 5' 50' 5' 110' 5'
9'
TYP
20'TYP 20.5' 5' 228'
20'TYP 30' 20'TYP
9'
TYP
20'TYP 20.5' 5' 228'
5'5'
21'21'
CONSTRUCT 6" CONCRETE CURB AND GUTTER, PER CITY OF
COACHELLA STANDARD DETAIL ALONG ENTERPRISE WAY
FRONTAGE*
* NO WORK SHALL COMMENCE WITHIN THE COUNTY MAINTAINED
RIGHT OF WAY WITHOUT SEPARATE ENCROACHMENT PERMIT BY
THE TRANSPORTATION DEPARTMENT (ORD. 499). APPLY FOR A
RCTD ENCROACHMENT PERMIT WITH THE APPROVED PLANS FOR
THE WORK IN THE ROAD RIGHT OF WAY.
27 INSTALL 4" AC PAVEMENT OVER 6" CLASS II AGG BASE* XXX SF 26 XXX LF
25 24
CONSTRUCT 4' WIDE 8" DEEP CONCRETE RIBBON GUTTER 1,120 LF CONSTRUCT 8' X 8' X 16" WIDE CMU ARCHED OPENING WITH 2 EA 4' WIDE X 6.67' HIGH TUBE STEEL LOCKING MAN GATE.
XX LF
23 INSTAL 6" PVC FIRE SERVICE LINE (WITH MIN. 36" COVER) INSTALL 6" SANITARY SEWER CLEANOUT 3 EA
22 INSTALL 4" SCHEDULE 40 ABS SANITARY SEWER LINE
TAP AND INSTALL CONNECTION TO SEWER MAIN 1 LS
21 XXX LF
20 INSTALL LANDSCAPE WATER METER WITH BACKFLOW PREVENTION 1 EA 19 INSTALL 3/4" DOMESTIC WATER METER WITH BACKFLOW PREVENTION 1 EA 18 17
INSTALL PIV/FDC 1 EA
16 TAP AND INSTALL 4" DETECTOR CHECK 1 EA
15 INSTALL 1" PVC DOMESTIC WATER SERVICE LINE (WITH MIN. XX LF 36" COVER)
14 WATER VALVE -- EA
13 ** CONTRACTOR TO PROVIDE SHOP DRAWING FOR THIS ITEM TO
TO THE ENGINEER AND OWNER FOR REVIEW APPROVAL
INSTALL 42" HIGH TUBE STEEL GUARDRAIL MOUNTED ON TOP OF 100 LF GARDEN WALL, PER DETAIL 2 SHEET 3. **
INSTALL 7' HIGH X 24' WIDE MANUAL LOCKING SWING GATE WITH KNOX BOX 1 EA HARDWARE. **
12 11
INSTALL SET OF 2-7' HIGH X 16' WIDE MOTORIZED SLIDING TUBE 3 EA STEEL SECURITY GATES PER DETAIL 5 ON SHEET 3. **
10 CONSTRUCT 8' HIGH CMU BLOCK PERIMETER SECURITY WALL. 1,240 LF (PER SEPARATE PERMIT, PER CITY STANDARD DETAIL)
9 INSTALL 3" TO 6" UNGROUTED RIP RAP AROUND DRY WELL IN 95 SF
BOTTOM OF RETENTION BASIN
8 INSTALL 3" TO 6" GROUTED RIP RAP WITH 6" HIGH CURB 200 SF
FROM TOP OF SLOPE TO BOTTOM OF RETENSION BASIN
7 CONSTRUCT 6" THICK PORTLAND CEMENT CONCRETE PAVING 64,840 SF OVER 4" CLASS II AGG BASE (PER GEOTECH REPORT REC.)
6 PAINT STRIPING AND INSTALL SIGNAGE FOR ACCESSIBLE 1 LS PARKING SPACES PER DETAIL 10 ON SHEET 3.
5 CONSTRUCT POURED IN PLACE CONCRETE STEP, 6" HIGH X 12" 45 LF DEEP X 5' WIDE, PER CITY OF COACHELLA STANDARD DETAIL
4 CONSTRUCT 6" CONCRETE CURB AND GUTTER, PER CITY OF 60 LF
COACHELLA STANDARD DETAIL
3 CONSTRUCT CONCRETE CURB (6" HIGH, NO GUTTER), PER CITY 695 LF
OF COACHELLA STANDARD DETAIL
2 CONSTRUCT NEW DRIVEWAY WITH SPANDREL AND CURB RAMPS PER 3 EA CITY OF COACHELLA STD DETAIL. ALLOW FOR 80 SF TRUCATED
DOMES *SEE NOTE BELOW REGARDING WORK IN CITY R.O.W.
1 CONSTRUCTION NOTES
NOTE: THE QUANTITIES ABOVE ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY.
CONTRACTOR RESPONSIBLE FOR PERFORMING MATERIAL TAKE-OFFS.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE PAVING 5,775 SF OVER 90% COMPACTED NATIVE (PER GEOTECH REPORT REC.)
CONSTRUCT 6'HIGH X 41' WIDE X 12' DEEP CMU BLOCK TRASH
ENCLOSURE WITH TUBE STEEL GATES PER DETAIL 6, SHEET 3.
1 LS
INSTALL DRYWELL PER DETAIL SHEET X 1 EA
28 29
CONSTRUCT 6" TO 30" HIGH CMU BLOCK GARDEN RETAINING
WALL.
245 LF
INSTALL 36" HIGH TUBE STEEL HANDRAIL MOUNTED ON TOP OF 26 LF CONCRETE CURB. **
INSTALL 33" HIGH TUBE STEEL BIKE RACK MOUNTED ON TOP OF 2 EA CONCRETRE PAD, PER DETAIL 3 SHEET 3. **
CONSTRUCT 9'HIGH X 2' WIDE CMU PILASTER WITH PRECAST
CONCRETE CAP PER DETAIL 5, SHEET 3.
6 EA
30 31
32 33
20 10 0 20 40 60
SCALE: 1.00"=20.00'
SITE PLAN
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
2 SCALE - 1" = 20'-0"
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
SCALE: 1.0"=20.00'
SITE AND PRELIMINARY GRADING PLAN
Item 23.
41'-4"
9'-4" 11'-4" 9'-4"
(2) 6'H X 8'W TUBE STEEL
6' HIGH CMU
FRONT VIEW 8X8 TUBE STEEL POST SIDE VIEW
9'-4" 9'-4" 5'-8"
(2) 6'H X 8'W TUBE STEEL 6'H X 4'W MAN GATE DOUBLE SWING GATES DOUBLE SWING GATES 6'-0"
8' HIGH PERIMETER BLOCK WALL BEYOND 8' HIGH PERIMETER
BLOCK WALL BEYOND
8X8 TUBE STEEL POST
BLOCK SIDE WALL
8'-0"
ALLOW FOR MOTOR AND KNOX BOX HARDWARE
7'HIGH X 16'WIDE SLIDING TUBE STEEL GATES
BLOCK WALL
CONCRETE CAP
PILASTER WITH PRECAST
9' HIGH X 2' SQUARE
1-1/2" 11 GA STEEL TUBING BIKE RACK @ 36" O.C.
CONCRETE
FINISHED GRADE
CONCRETE BASE BLOCK (TYP)
18" MIN.
33" MIN. 6" 12"
12" SQ.
3" 9"
18" MIN. 18" MIN.
3/4"
1/4"
1/4"
12"
48" MIN.
48" MIN.
SLOPE
1:12 MAX.
SLOPE
1:12 MAX.
36"
FACE OF CURB
6"
STREET/PARKING LOT
8 3
8 3
9 3
42" 4"
21"
CONCRETE WALK
1-1/2" 11 GA GALV. STEEL TUBING
1-1/2" 11 GA GALV. STEEL MIDRAIL
ELEVATION SECTION 9" 4"
16"
48"
CONCRETE BLOCK GARDEN
WALL, HEIGHT VARIES 6"-18"
(SEE GRADING PLAN)
CLEAR
COMPACTED
EARTH FILL
COLLAR
1-1/2" 11 GA GALV. STEEL MIDRAIL
CONCRETE WALK
COLLAR
VARIES
(40" MAX)
CONCRETE BLOCK
VARIES
(40" MAX)
6"
SLEEVE 6" 12" MIN.
CONCRETE BLOCK
BEHIND
6"
IMBEDDED POST
16"
12"
(398)
(399.83)
(399.54)
(EG)
(399.70)
(EG)
(399.68)
(EG)
(399.45)
(EG)
(399.25)
(EG)
(399.34)
(399.16)
(EG)
(EG)
(399.08)
(EG)
(399.04)
(EG)
(EG)
(398.84)
(EG)
(398.83)
(EG)
(398.65)
(EG)
41'-4"
11'-4"
9'-4" 9'-4"
TRASH BIN TRASH BIN
+6"
PEDESTRIAN
LOADING ZONE
STORAGE AREA #3 STORAGE AREA #4
STEEL POST
SLOPE @ 2%
NOTE: TRASH ENCLOSURE WALLS WILL VARY FROM
6' TO 8' MAX. HEIGHT ABOVE EXISTING GRADE.
WALLS TO BE CONSTRUCTED OF UNPAINTED
INTEGRAL COLOR PRECISION GRAY BLOCK TO MATCH
BUILDINGS. TRASH AREA SECURED BY LOCKING 6'
HIGH X 16' WIDE TUBE STEEL DOUBLE SWING METAL GATES. PERIMETER WALL ALONG PROPERTY LINE WILL BE 8' HIGH. ALL MASONRY WALLS WILL
HAVE AN ANTI GRAFFITI COATING.
6'-0" RAMP @ 1:12 WARNING STRIP
9'-4" 9'-4"
TRASH BIN TRASH BIN
+6" LOADING ZONE
STORAGE AREA #1 STORAGE AREA #2
STEEL POST
SLOPE @ 2%
PLAN VIEW
4'-0" 1'
(399)
(398.61)
(398.98)
(EG)
(399.13)
(EG)
(399.10)
(EG)
(399.09)
(EG)
(399.03)
(EG)
(398.43)
(EG)
NOTE: AREA OF SIGN TO BE A MINIMUM OF 70" SQ. INCHES. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE.
THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH LOADING AND UNLOADING ACCESS AISLE (IN WHITE LETTERS NO LESS THAN 12" HIGH
AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS) PER SEC.1129B.4.2
DARK BLUE BACKGROUND
ENTRANCE SIGNS: ALL BUILDINGS THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH
DISABILITIES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH
ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.
80"
WHITE
70 SQUARE INCHES
WHEN REQUIRED
36" MIN.
36 IN.
3 FT.
3 FT.
VAN
ACCESSIBLE
VAN ACCESSIBLE
SITE DETAILS
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
SCALE - 1/4" = 1-0" TRASH ENCLOSURE
SCALE - 1/4" = 1-0"
SECURITY GATE & WALL WITH PILASTERS
3 DIA.
1'-2"
MIN.
CONC. FOOTING
2"X2" GALV.
STEEL TUBE
FINISH SURFACE
DASHED LINE SHOWS CONC. WALKWAY AND
CONC. CURB WHERE
CONCTRACTOR OPTION:
USE A PRE-SET SLEEVE
FILLED W/ NON-SHRINK
GROUT
1'-10"
1'-5"
ON PAVEMENT
NOTE:
BLUE FIELD COLOR SHALL
BE EQUAL TO COLOR
NO. 15090 IN FEDERAL
ON PAVEMENT
STANDARD 595b.
3'-0" X 3'-0" PAINTED
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
WHITE EMBLEM
3'-0"
ACCESSIBLE PARKING SYMBOL-N.T.S. ACCESSIBLE PARKING SIGN-N.T.S. 80" MINIMUM DIA.
1'-2"
MIN.
6'-8" 24"
1'-5"
80" MINIMUM
PORCELAIN ENAMEL FINISH WHITE INTERNATIONAL SIGN W/ PERMANENT LETTERING NO LESS THAN 1" HIGH AND STATES THE FOLLOWING; "UNAUTHORIZED VEHICLES PARKED IN
THE DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES, MAY BE TOWED AWAY AT OWNER'S EXPENSES. TOWED VEHICLES MAY BE RECLAIMED AT THE ______________ DEPT. OR BY TELEPHONING ____________ "
SYMBOL OF ACCESSIBILITY ON BLUE
BACKGROUND. THE BLUE COLOR
SHALL BE EQUAL TO COLOR NO.
15090 IN FEDERAL STANDARD 595b. (CAMUTCD SIGN #R99C)
ALL INFORMATION SHOWN TO BE PART OF THE PERMANENT
FABRICATION OF THE SIGN
VAN ACCESSIBLE SIGN TO BE
PROVIDED PER ADA STANDARDS
WHERE APPLIES, SEE PLAN
(CAMUTCD SIGN #R7-8B)
1'-5"W X 1'-10"H REFLECTORIZED
SIGN PANEL, MIN. 16GA GALV.
STEEL
OCCURS
NOT TO SCALE
GRID LINES ARE SHOWN FOR PROPORTION ONLY AND ARE NOT TO APPEAR AS PART OF THE SYMBOL.
SYMBOL SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PARKED IN THE SPACE.
ACCESSIBLE SIGNAGE AND PARKING SYMBOL
SCALE - 1" = 10'-0" ACCESSIBLE PATH OF TRAVEL FROM ADA PARKING SPACES AND PUBLIC SIDEWALK
NOT TO SCALE
0.9" OUTER DIA.
0.5" INNER DIA.
TRUCATED DOMES 9 10
5 6
1 NOT TO SCALE
BIKE RACK 4
NOT TO SCALE
ACCESIBLE RAMP DETAIL 7 NOT TO SCALE GROVING DETAIL 8
ACCESSIBLE PATH OF TRAVEL
PARKING
ONLY
MINIMUM
FINE $250
VAN
ACCESSIBLE
6" 6" 4" 1'-6"
4"
1'-6"
3'-0"
0.5"
.2"
0.9"
1.67"
2.36"
2.36"
1.67"
SECURED OFF-STREET PARKING FOR (6) BICYCLES IS PROVIDED ADJACENT TO THE PUBLIC SIDEWALK. SEE SITE PLAN SHEET 2
FOR LOCATIONS AND DETAIL ABOVE FOR ADDITIONAL INFO.
BICYCLE PARKING NOTE:
NOTE: PERIMETER WALLS WILL VARY FROM 6' TO 8' MAX. HEIGHT ABOVE FINISHED GRADE. WALLS TO BE CONSTRUCTED OF UNPAINTED PRECISION GRAY BLOCK TO MATCH BUILDINGS. WALLS WILL INCORPORATE A 2' MAX. HT. RETAINING WALL TO MEET EXISTING GRADE. ALL MASONRY WALLS WILL HAVE AN ANTI GRAFFITI COATING. GATES ARE SITED AT PROJECT DRIVEWAYS TO SECURE PREMISIS.
NOT TO SCALE GARDEN RETAINING WALL WITH TUBE STEEL GUARDRAIL 2 NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
NOT TO SCALE SIGNAGE REQUIREMENTS 3
BUILDING A
BUILDING B
Item 23.
BUILDING A
OFFICE 1
OFFICE 2
OFFICE 3
OFFICE 4
WOMENS
RESTROOM
MENS
RESTROOM
ELECTRICAL
ROOM
RISER
PHONE
FIRE
UTILITY
ROOM
CLOSET
WAREHOUSE 8 WAREHOUSE 7 WAREHOUSE 6 WAREHOUSE 5 WAREHOUSE 4 WAREHOUSE 3 WAREHOUSE 2 WAREHOUSE 1 WAREHOUSE 9 WAREHOUSE 10 WAREHOUSE 11 WAREHOUSE 12 WAREHOUSE 13 WAREHOUSE 14 WAREHOUSE 15 WAREHOUSE 16 CABLE
CONDITIONED
250 SQFT
CONDITIONED
280 SQFT
CONDITIONED
280 SQFT
CONDITIONED
280 SQFT
UNCONDITIONED
1,320 SQFT
47'-4"
1 2 3 4 5 6 7 8 9 10
B
228'-0"
228'-0"
30'-0" 30'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 3'-4"
8"
6'-8" 8'-0" 5'-4"
30'-0" 30'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 3'-4"
1 2 3 4 5 6 7 8 9
10 C
B
A
3'-4"
8"
3'-4"3'-4" 6'-4" 3'-8"
110'-0"
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,650 SQFT
UNCONDITIONED
1,575 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,650 SQFT
UNCONDITIONED
1,575 SQFT
CONDITIONED
195 SQFT
CONDITIONED
195 SQFT
55'-0" 55'-0"
33'-4" 3'-4" 3'-4" 4'-4" 4'-4" 12'-0" 2'
UNCONDITIONED
230 SQFT
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
24'-0"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
625 SQFT CONDITIONED SHARED CORRIDOR
UNISEX
RESTROOM CONDITIONED
62 SQFT
RESTROOM CONDITIONED
62 SQFT
UNISEX
5'-4" 8'-0" 10'-0" 8'-0" 10'-0" 5'-8" 8'-0" 5'-8" 8'-0"
BUILDING A FLOOR PLAN
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
4 NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
8 4 0 8 16 24
SCALE: 1/8"=1'-0"
BUILDING A FLOOR PLAN
SCALE - 1/8" = 1'-0"
Item 23.
OFFICE
OFFICEOFFICE
RISER
FIRE
CLOSET
CONDITIONED 280 SQFTCONDITIONED 280 SQFTCONDITIONED 280 SQFT 9 10
OFFICEOFFICE
CONDITIONED 280 SQFTCONDITIONED 280 SQFT
9 10 24'-0"
SHARED CORRIDOR CONDITIONED
625 SQFT
C
B
A
110'-0"
55'-0" 55'-0"
24'-0"
5'-6" 18'-6"
8'-6" 8'-3" 16'-6" 16'-6" 5'-3" 5'-3" 16'-6" 16'-6" 16'-9" 11'-0" 13'-0"
BUILDING A
OFFICEOFFICEOFFICE
FIRE
RISER
CLOSET
CONDITIONED 280 SQFTCONDITIONED 280 SQFTCONDITIONED 280 SQFT 9 10
OFFICEOFFICE CONDITIONED 280 SQFT
CONDITIONED 280 SQFT
9 10
24'-0"
A
B
C
110'-0"
55'-0" 55'-0"
24'-0"
5'-6" 18'-6"
16'-9" 16'-6" 16'-6" 5'-3" 5'-3" 16'-6" 16'-6" 8'-3" 8'-6"
SHARED CORRIDOR CONDITIONED
625 SQFT
11'-0" 13'-0"
BUILDING B
SECOND FLOOR PLAN
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
5A
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
8 4 0 8 16 24
SCALE: 1/8"=1'-0"
SECOND FLOOR PLAN
SCALE - 1/8" = 1'-0"
Item 23.
BUILDING B
OFFICE 8
OFFICE 7
OFFICE 6
OFFICE 5
WOMENS
RESTROOM
MENS
RESTROOM
ELECTRICAL
ROOM
RISER
FIRE
PHONE
UTILITY
ROOM
CLOSET
WAREHOUSE 25 WAREHOUSE 26 WAREHOUSE 27 WAREHOUSE 28 WAREHOUSE 29 WAREHOUSE 30 WAREHOUSE 31 WAREHOUSE 32 WAREHOUSE 24 WAREHOUSE 23 WAREHOUSE 22 WAREHOUSE 21 WAREHOUSE 20 WAREHOUSE 19 WAREHOUSE 18 WAREHOUSE 17 CABLE
CONDITIONED
250 SQFT
CONDITIONED
280 SQFT
CONDITIONED
280 SQFT
CONDITIONED
280 SQFT
UNCONDITIONED
1,320 SQFT
47'-4"
1 2 3 4 5 6 7 8 9 10
B
228'-0"
228'-0"
30'-0" 30'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 3'-4"
8"
6'-8" 8'-0" 5'-4"
30'-0" 30'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 3'-4"
1 2 3 4 5 6 7 8 9
10 C
B
A
3'-4"
8"
3'-4"3'-4" 6'-4" 3'-8"
110'-0"
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,650 SQFT
UNCONDITIONED
1,575 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,320 SQFT
UNCONDITIONED
1,650 SQFT
UNCONDITIONED
1,575 SQFT
CONDITIONED
195 SQFT
CONDITIONED
195 SQFT
55'-0" 55'-0"
5'-4" 8'-0" 10'-0" 8'-0" 10'-0" 5'-8" 8'-0"
33'-4" 3'-4" 3'-4" 4'-4" 4'-4" 12'-0" 2'
UNCONDITIONED
230 SQFT
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
5'-8" 8'-0"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
24'-0"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
3'-4"
6"
UNISEX
62 SQFT CONDITIONED
RESTROOM
62 SQFT CONDITIONED
RESTROOM
UNISEX
SHARED CORRIDOR CONDITIONED 625 SQFT
BUILDING B FLOOR PLAN
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
5 NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
8 4 0 8 16 24
SCALE: 1/8"=1'-0"
BUILDING B FLOOR PLAN
SCALE - 1/8" = 1'-0"
Item 23.
BUILDING B
BUILDING A
+0'-0"F.F.
+20'-0"
+24'-0"
+0'-0"F.F.
+20'-0"
+24'-0"
BUILDING B
+0'-0"F.F.
+20'-0"
+24'-0"
+0'-0"F.F.
+20'-0"
+24'-0"
+0'-0"F.F.
+20'-0"
+24'-0"
+0'-0"F.F.
+20'-0"
+0'-0"F.F.
+20'-0"
+24'-0"
+0'-0"F.F.
+20'-0"
BUILDING A
BUILDING ELEVATIONS
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
6 BUILDING B NORTHEAST ELEVATION (LOOKING FROM ENTERPRISE WAY) SCALE - 1/8" = 1'-0" NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
BUILDING A SOUTHWEST ELELATION (LOOKING TOWARD ENTERPRISE WAY) SCALE - 1/8" = 1'-0" BUILDING B SOUTHWEST ELELATION (LOOKING TOWARD ENTERPRISE WAY) SCALE - 1/8" = 1'-0"
8 4 0 8 16 24
SCALE: 1/8"=1'-0"
BUILDING A NORTHEAST ELEVATION (LOOKING FROM ENTERPRISE WAY) SCALE - 1/8" = 1'-0"
BUILDING A NORTHWEST & BUILDING B SOUTHEAST ELEVATIONS SCALE - 1/8" = 1'-0" BUILDING A SOUTHEAST & BUILDING B NORTHWEST ELEVATIONS SCALE - 1/8" = 1'-0"
KINGSPAN PANELS
KINGSPAN PANELS
3' X 7' MAN DOOR 12' X 14' ROLLUP DOOR 12' X 14' ROLLUP DOOR 3' X 7' MAN DOOR
METAL BUILDING CLADDING METAL BUILDING CLADDING
STOREFRONT GLASS SYSTEM STOREFRONT GLASS SYSTEM
3' X 7' MAN DOOR
3' X 7' MAN DOOR
FULL BAY WIDTH BI-FOLD DOOR WITH INTERGATED MAN DOOR - CLAD IN CORRIGATED METAL, TYPICAL OF (8)
MASONRY WAINSCOT MASONRY WALL MASONRY WAINSCOT
KINGSPAN PANELS KINGSPAN PANELS
FULL BAY WIDTH BI-FOLD DOOR WITH INTERGATED MAN DOOR - CLAD IN CORRIGATED METAL, TYPICAL (8)
ROOF EQUIPMENT ROOF EQUIPMENT
ROOF PARAPET
ROOF PARAPET
AC UNIT
ROOF EQUIPEMENT (BEHIND PARAPET)
ROOF EQUIPEMENT (BEHIND PARAPET)
(BEHIND PARAPET) (BEHIND PARAPET)
ARTICULATED BLOCK FACADE ARTICULATED BLOCK FACADE
Item 23.
(South & West Exposures)
Bougainvillea 'Barbara Karst'
Barbara Karst Bougainvillea
5 gal. 15 M .5
QUANTITY
QUANTITY
WATER USAGE
WATER USAGE
M .5
WATER USAGE
COMMENTS
BOULDERS: "DESERT GOLD". AVAILABLE FROM
SOUTHWEST BOULDER AND STONE(760)342-5522
UNLESS OTHERWISE NOTED, ALL PLANTING AREAS TO RECEIVE
'DESERT GOLD' SAND WITH A MAXIMUM PARTICLE SIZE OF ONE
EIGHTH INCH TO A DEPTH OF 3". AVAILABLE FROM
SOUTHWEST BOULDER AND STONE (760)342-5522
SYM.
INERT MATERIALS
DESCRIPTION
SYM. NAME SIZE
SHRUBS
Washingtonia hybrid robusta Skinned Mexican Fan Palm
SYM. NAME SIZE
PLANT MATERIAL LEGEND
SYM. NAME SIZE COMMENTS QUANTITY
Multi M .5
Multi-trunk M. 5
Chamaerops humilis Mediterranean Fan Palm24" Box
14'-20' BTH
Bougainvillea 'Oh La La'
Oh La La Bougainvillea
5 gal. M .5
Lantana x. 'New Gold' New Gold Lantana1 gal. M .5
QUANTITY WATER
SYM. NAME SIZE USAGE
Leucophyllum langmaniae 'Rio Bravo'
Texas Ranger
5 gal. 25 L .2
LRB
BOL
LY
Prosopis chilensis Chilean Mesquite M. 5
Low Branch
Lagerstroemia hybrid 'Muskogee' Crape Myrtle 24" Box
Senna nemophylla
Green Senna
5 gal. L .2
SN
Leucophyllum x. 'Heavenly Cloud'
Heavenly Cloud Sage
5 gal.
LHC L .2
Hesperaloe parviflora
Red Yucca
5 gal.
HP L .2
DECORATIVE COBBLE: SANTA FE SMOOTH COBBLE
1"-2". AVAILABLE FROM SOUTHWEST BOULDER AND
STONE(760)342-5522
Caesalpinia pulcherrima
Red Bird of Paradise
5 gal. M .5
CP
ADC
Thevetia peruviana
Japanese Yellow Oleander
15 gal. 20 M .5
TP
Acacia redolens 'Desert Carpet' Desert Carpet Acacia1 gal. 45 L .2 8 24" Box
Dasylirion wheeleri Desert Spoon5 gal. L .2
Trachycarpus fortunei 8'-10' BT M .5 Windmill Palm
24" Box 4
Standard 21
12 16
40 205
100
40 25
75 120
Lantana montevidensis
Trailing Lantana
1 gal. 95 M .5
LM
VINES AND ACCENTS
PALMS
TREES
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
LHC
HP
HP
HP
HP HP
HP
HP
HP
LHC
LHC
LHC
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
LHC
HP
HP
HP
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LRB
LY
LY
LY
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
LM LM
LM LM
LM LM
LM LM
LM
LM
LM
LM
LM
LM LM
LM LM
LM
LM
LM
LM
LM
LM LM
LM LM
LM LM
LM LM
LM LM
LM LM
LM LM
LM LM
LM
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY LY
LY LY
LY LY
LY
LY
LY LY
LY
LY
LY LY
LY
LY LY
LY LY
LY
LY
LY
LY
LY
LY LY
LY
LY
LY
LY LY
LY LY
LY LY
LY
LY
LY LY
LY LY
LY
LY LY
LY LY
LY LY
LY LY
LY LY
LY
LY
LY
LY
LY
LY
LY LY
LY LY
LY
LY
LY
LY LY
LY
LY
LY
LY
LY
LY
LY
LY LY
LY LY
LY LY
LY
LY
LY LY
LY
LY
LY
LY LY
LY
LY
LY LY
LY LY
LY LY
LY
LY
LY LY
LY LY
LY LY
LY LY
LY
LY
LY
LY
LY
LY
LY
LY
LY LY
LY
LY LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY
LY LY
LY LY
LY
LY
LY
LY
LY
CP
SN
CP
CP
CP
CP
CP
CP
CP
CP
CP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
LM
LM LM
LM
LM
LM
LM
LM LM
LM LM
LM
LM LM
LY
LY
LY
LY
LY
LY
LY
LY
LY
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
393 394
395
396
397
398
398
397
396
395 394
393
393 394
395
396
397
398
398
397
396
395 394
393
(SSMH) (398.00RIM)
M M
W(SCRIBED "W" IN CURB)
S
(SCRIBED "S" IN CURB)
(VLV)
(WTR)
(STA. 21+50.86)(STA. 18+50.86)
(SSMH) (397.79RIM)
(STA. 18+90) (SEWER LAT)(STA. 16+70) (SEWER LAT)
G(SCRIBED "G" IN CURB)
(TELCOM)
(PVC-RISER)
(PVC-RISER)
(PVC)
(RISER)
(PVC)
(RISER)
(RISER)
(CONCRETE)
S(SCRIBED "S" IN CURB)
(STA. 21+60) (SEWER LAT)
(ELEC. PER PLANS)
(ELEC. PER PLANS)
(SEWER) (SEWER) (SEWER)
(WATER) (WATER) (WATER) (WATER) (SERVICES) (WATER) (SERVICES) 20' 12 (N53°50'15"E 300.00')(N53°50'15"E 300.00')(N53°50'15"E 300.00') (N36°09'45"W 260.00') (N36°09'45"W 217.50')
(N36°09'45"W 260.00') (N36°09'45"W 217.50')
44' 44'44' 44'
26' 18'26' 18'
(N36°09'45"W 1273.77')
4 CLEAN AIR
VEHICLE SPACE
PLANTER
BIKE
RACK
MAN GATE
SLIDING GATES
SECURE PARKING
PLANTER
SLIDING GATES
SECURE PARKING
SLIDING GATES
SECURE PARKING
BIKE
RACK
XFRMR XFRMR
PLANTER PLANTER
PLANTER
PLANTER PLANTER
RETENTION
BASIN
CLEAN AIR
VEHICLE SPACE
5 WAREHOUSE 8 WAREHOUSE 9
RESTROOM
UNISEX
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
EVCS
VAN EVCS
UNISEX
RESTROOM
UNISEX
RESTROOM
UNISEX
RESTROOM
MENS
RESTROOM
WOMENS
RESTROOM
MENS
RESTROOM
WOMENS
RESTROOM
WAREHOUSE 25
WAREHOUSE 26
WAREHOUSE 27
WAREHOUSE 28
WAREHOUSE 29
WAREHOUSE 30
WAREHOUSE 31
WAREHOUSE 32
WAREHOUSE 24
WAREHOUSE 23
WAREHOUSE 22
WAREHOUSE 21
WAREHOUSE 20
WAREHOUSE 19
WAREHOUSE 18
WAREHOUSE 17
OFFICE 5 OFFICE 6 OFFICE 7 OFFICE 8
WAREHOUSE 10
WAREHOUSE 11
WAREHOUSE 12
WAREHOUSE 13
WAREHOUSE 14
WAREHOUSE 15
WAREHOUSE 16
WAREHOUSE 7
WAREHOUSE 6
WAREHOUSE 5
WAREHOUSE 4
WAREHOUSE 3
WAREHOUSE 2
OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4
WAREHOUSE 1
ACCESSIBLE SPACE
ACCESSIBLE SPACE
ACCESSIBLE SPACE
VAN
ACCESSIBLE SPACE
6 7
8 9
10 11
12 13
14 15
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 43 44 45 46 47
BUILDING A BUILDING B
FIRE LANE FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE
FIRE LANE FIRE LANE
FIRE LANE FIRE LANE
ENTERPRISE WAY
48 49 50 51 52 53 54 55 56 57 58
FIRE LANE
82 81
80 79
78 77
76 75
74 73
72 71
70 69
68 67
66 65
64 63
62 61
FIRE LANE
84 85
LOADING SPACE
LOADING DOCK
42 59 60
83 87
86 89 88
90 91
92 93
94 95
20 10 0 20 40 60
SCALE: 1.00"=20.00'
PRELIMINARY LANDSCAPE PLAN
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
7 LANDSCAPE PLAN
SCALE - 1" = 20'-0"
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
SCALE: 1.0"=20.00'
Item 23.
BUILDING A & BUILDING B NORTHEAST ELEVATIONS
BUILDING B BUILDING A
24' BOX, TYP
CANOPY TREE
24" BOX, TYP PEDESTRIAN WALK
PALMS FLANKING
DRIVEWAY
ENTRANCE
FLANKING
ALONG DRIVEWAY
PALMS AND FLOWERING TREES
FLOWERING TREES
PEDESTRIAN WALK PALMS FLANKING
FLANKING DRIVEWAY
WITH PARKING
SECONDARY ENTRANCE
ENTRY AND PARKING
NORTH SECONDARY
WITH VINES
SECURITY WALL
CANOPY TREE
MAIN PROJECT
MEDIUM HIEGHT
FLOWERING TREES
PILASTERS
FLANKING ENTRY FLOWERING HEDGE
MATCHED HEIGHT FAN PALMS IN ROW, TYP
LANDSCAPE ELEVATIONS
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
8 ENTERPRISE WAY STREETSCAPE
SCALE - 1" = 15'-0"
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
15 7.5 0 15 30 45
SCALE: 1"=15'
SOUTH ENTRANCE
SCALE - 1" = 10'-0" 10 5 0 10 20 30
SCALE: 1"=10'
ENTERPRISE WAY MAIN ENTRANCE
SCALE - 1" = 10'-0"
NORTH ENTRANCE
SCALE - 1" = 10'-0"
MAIN PROJECT
ENTRY
RETENTION BASIN
BEYOND
NORTH SECONDARY
ENTRY AND PARKING
ACCENT TREES AT
PROJECT ENTRY
CANOPY TREES
IN PARKING AREA
BEYOND
PALMS FLANKING
PROJECT ENTRY
PALMS FLANKING
PROJECT ENTRY
ACCENT TREES FLANKING
PROJECT ENTRY
NORTH SECONDARY CANOPY TREE
ENTRY AND PARKING
ACCENT TREES AT
PROJECT ENTRY
CANOPY TREES
IN PARKING AREA
BEYOND
PALMS FLANKING
PROJECT ENTRY
PILASTERS FLANKING
PROJECT ENTRY GATE
PILASTERS FLANKING
PROJECT ENTRY GATE
PILASTERS FLANKING
PROJECT ENTRY GATE
Item 23.
BUILDING A
228'-0"
228'-0"
110'-0"
55'-0" 55'-0"
BUILDING B
228'-0"
228'-0"
110'-0"
55'-0" 55'-0"
METALSPAN EQUIPMENT
SCEEN PARAPET WALL
ROOF
EQUIPMENT
ROOF
EQUIPMENT
FUTURE
SOLAR
FUTURE
SOLAR
FUTURE
SOLAR
FUTURE
SOLAR
FUTURE
SOLAR
FUTURE
SOLAR
FUTURE
SOLAR
FUTURE
SOLAR
ROOF
EQUIPMENT
ROOF
EQUIPMENT
METALSPAN EQUIPMENT
SCEEN PARAPET WALL
1/2"/12 PITCH 1/2"/12 PITCH 1/2"/12 PITCH 1/2"/12 PITCH
ROOF PLAN
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
9 NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: MARCH 17,2022
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
ROOF PLAN
SCALE - 1/16" = 1'-0" 16 8 16 32 48
SCALE: 1"=16'
0
Item 23.
BUILDING A SOUTHEAST ELEVATION
+0'-0"F.F.
+20'-0"
+24'-0"
MATERIAL BOARD
NOTE: DRAWING SCALES APPLY WHEN PLOTTED ON 24X36 PAPER
10 NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMEMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAN IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
MARK
ENGINEER
BY DATE APPR. DATE
REVISIONS CITY
OF _______SHEETS
SHEET NO.
CITY
FILE NO.
FOR: ECI W.O.
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
& RV STORAGE PROJECT
JJWR HOLDINGS MANUFACTURING
IN THE SE 1/4 OF SECTION 9, T6S, R8E, SBM
10 JJWR HOLDINGS, LLC 20200527
Know what'sbelow.
Call before you dig.
R
BENJAMIN DANIEL EGAN, R.C.E. 73070
PREPARED UNDER THE DIRECT SUPERVISION OF:
12-15-2021
BENCHMARK: NGS B 1326 (PID DX3448) DATUM:NAVD88 + 500.00' ELEVATION: 393.85 (TRUE ELEVATION = -106.15)
DESCRIPTION: BRASS DISK FASTENED TO METAL ROD WITH BASE
PLATE INTO GROUND
STAMPING: "B 1326 1978"
LOCATION: 1.00 MILES NORTHWEST ALONG STATE HIGHWAY 111
FROM THE JUNCTION OF AIRPORT BOULEVARD IN THERMAL, AT A COACHELLA VALLEY WATER DISTRICT PUMP, 71.2 FT SOUTHWEST OF THE HIGHWAY CENTERLINE, 37.1 FT SOUTHEAST OF THE CENTER OF A DIRT ROAD, 1.4 FT NORTH OF A 6 FT TALL CHAIN LINK FENCE AROUND THE PUMP. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
PO BOX 5282, LA QUINTA, CA 92248-5282
EGAN CIVIL, INC.
(760) 404-7663 WWW.EGANCIVIL.COM
NO. 73070
B
ENJA MIN DA NIEL EGA
N
R
E G I S
T
E R E D P R O F E S S IO NA L
E NG I NE E
R
C I V I L
S T A T E O F C A L I F O R NI A
PARCEL 3 AND 4 ENTERPRISE WAY
COACHELLA, CA 92236
RECOMMENDED FOR APPROVAL:
NOEL OWSLEY. R.C.E. 39827 EXP. 12-31-2021
DATE:
CITY OF COACHELLA APPROVED FOR CONSTRUCTION:
DATE:
ANDREW R. SIMMONS, RCE NO. 72868
APPROVED BY:
J. LUIS LOPEZ - PLANNING DIRECTOR
DATE:
EXP. 06-30-2022
PLOT DATE: DECEMBER 15, 2021
JJWR HOLDINGS, LLC
440 SANTA LUCIA DRIVE
HEMET, CA 92543
EMAIL: [email protected]
PH# 760-250-4450
C/O JASON WILLIAMS
DATE
KINGSPAN PANELS
Item 23.
CAL FIIRE –– RIIVERSIIDE UNIIT
RIIVERSIIDE COUNTY FIIRE DEPARTMENT
BILL WEISER - Fire Chief
77-933 Las Montañas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072
www.rvcfire.org
~ www.rvcfire.org
Proudly serving the
unincorporated areas
of riverside county
and the cities of:
Banning
Beaumont
Canyon lake
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
jeff hewitt
district 5
Planning Case Conditions
Date: 9/13/21
City Case Number: TR38218 / AR21-07
Project Name: JJWR Building 1 and 2 – 32 Industrial units and 8 Office units City of Coachella Rep: Gabriel Perez, Development Services Director Reviewed By: Chris Cox, Assistant Fire Marshal
Fire Department Permit Number: FPTRC2100110 / FPARC2100106 East Office of the Fire Marshal Responsibility
With respect to the conditions of approval for the referenced project, the Fire Department requires the following fire protection measures in accordance with Riverside County Ordinances and/or recognized fire protection standards:
1. Fire Hydrants and Fire Flow: Prior to the issuance of building permits, plans for the water system shall be submitted to the fire department for review and approval. The water system shall be capable of delivering the required fire flow.
With a proposed building area of 25,740 square feet for the largest building and assuming construction type VB, the minimum required fire flow is 2,125 gallons per minute at 20 psi for a duration of 2 hours. Fire hydrant(s) location and spacing shall comply with the fire code. An approved water supply for fire protection during construction shall be made available prior to the arrival of combustible materials on site. Reference 2019 California Fire Code (CFC) 507.5.1, 3312, Appendices B and C.
2. Fire Department Access: Prior to building permit issuance, a fire access site plan shall be approved. The access roads shall be capable of sustaining 60,000 lbs. over two axels in all-weather conditions. Approved vehicle access, either permanent or temporary, shall be provided during construction. CFC 503.1.1, 3310.1 and 503.2.1
3. Requests for installation of traffic calming designs/devices on fire apparatus access roads shall be submitted and approved by the Office of the Fire Marshal.
Ref. CFC 503.4.1
4. Phased Construction Access: If construction is phased, each phase shall provide approved access for fire protection prior to any construction. Ref. CFC 503.1
5. Construction Permits Fire Department Review: Submittal of construction plans to the Office of the Fire Marshal will be required.
6. Prior to building permit issuance, a statement of intended use from the owner or business representative shall be provided to the Office of the Fire Marshal about the proposed manufacturing, operations, and storage in the building. Ref. CFC 105.4.2 Page 303
Item 23.
7. Prior to building permit issuance, a hazardous materials inventory statement shall be provided to the Office of the Fire Marshal. Approved chemical classification forms and safety data sheets shall be provided with the hazardous materials inventory statement. Ref. CFC 5001.5.2
8. Fire Sprinkler System: All new commercial structures 3,600 square feet or larger shall be protected with a fire sprinkler system. Ref CFC 903.2 as amended by the City of Coachella.
9. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required and determined at time of building plan review. Ref. CFC 903.4, CFC 907.2 and NFPA 72
10. Knox Box and Gate Access: Buildings shall be provided with a Knox Box. The Knox Box shall be installed in an accessible location approved by the Office of the Fire Marshal. Electric gate operators shall be provided with Knox key switches. Electric gate operators shall also be connected to a remote signal receiver compatible for use with the preemption devices on the Riverside County fire apparatus.
The gate shall automatically open upon receiving a remote signal from the fire apparatus and remain in the fully open position for a minimum of 30 seconds. Ref. CFC 506.1
11. Addressing: All commercial buildings shall display street numbers in a prominent location on the street side of the premises and additional locations as required. Ref. CFC 505.1 If you have any questions or comments, then please contact me at 760-393-3386 or [email protected].
Item 23.
Item 23.
Item 23.
Item 23.
Item 23.
Eurotec M.F.G. Inc. Facility Photos
Item 23.
Item 23.
JJWR PROJECT DESCRIPTION
1. THE PROJECT CONSISTS OF (2) 25,740 SQ FT BUILDINGS WITH A TOTAL OF UP TO (16) AIR-SPACE CONDOMINIUM MANUFACTURING/WAREHOUSE/STORAGE UNITS AND (4) OFFICE AIR-SPACE CONDOMINIUMS EACH FOR A TOTAL OF (40) UNITS. EACH BUILDING WILL HAVE AN ACCESSIBLE SHARED UNISEX RESTROOM ACCESSED FROM THE SOUTHWESTERN FIRE LANE FOR USE BY PROJECT OWNERS AND GUESTS.
2. BOTH BUILDING "A" AND BUILDING "B" ARE NEW BUILDINGS. EACH BUILDING WILL HAVE AN ELECTRICAL ROOM AND FIRE RISER CLOSET AND WILL HAVE A MAXIMUM HEIGHT OF 24'-0".
3. EXTERIOR WALLS SHALL BE CORRUGATED STEEL ON THE INTERIOR OF THE PROJECT AND A COMBINATION OF
INSULATED DECORATIVE PANELS AND INTEGRAL CMU BLOCK WITH A RECESSED FLAT METAL ROOF SYSTEM SCREENED BEHIND PARAPET WALLS. EXTERIOR WALLS FACING ENTERPRISE WAY WILL BE FINISHED IN A 3 COLOR COMBINATION, WITH THE THIRD COLOR SPECIFIED AS AN ACCENT ON MINOR TRIM ELEMENTS. (SEE ELEVATIONS, SHEET 4).
4. OFFICE UNITS WILL BE DELIVERED CONDITIONED AND FINISHED. MANUFACTURING/WAREHOUSE/STORAGE UNITS WILL BE DELIVERED UNFINISHED AND UNCONDITIONED.
5. ALL MANUFACTURING/WAREHOUSE/STORAGE UNITS WILL BE DELIVERED AS UNCONDITIONED SHELL AND WILL HAVE TWO (2) ROOF MOUNTED PLINTHS INTENDED FOR FUTURE ROOF MOUNTED MECHANICAL EQUIPMENT. ALTHOUGH ALL UNITS WILL BE PRE-WIRED FOR AIR CONDITIONING AND/OR HEATING, SUCH
IMPROVEMENTS WILL BE AT THE DIRECTION OF THE INDIVIDUAL OWNERS OF EACH UNIT AND SUBJECT TO CITY APPROVAL OF TENANT IMPROVEMENT PLANS AND PERMITS. OFFICE UNITS WILL BE DELIVERED AS CONDITIONED SHELLS SUBJECT TO CITY APPROVAL OF FUTURE TENANT IMPROVEMENTS.
6. ADDITIONAL PERMITS SUBMITTED AS A PART OF THIS CONSTRUCTION DOCUMENT SET WILL INCLUDE: TRASH ENCLOSURE, 8' HIGH PERIMETER WALLS, ENTRY GATES AND PILASTERS, AND ENTRY MONUMENT SIGNAGE.
7. THE PROPOSED PROJECT IS INTENDED TO PROVIDE FLEXIBILITY OF USE. THE DEVELOPER WILL INITIALLY USE THE NORTH BUILDING TO RELOCATE THEIR EXISTING MANUFACTURING BUSINESS TO. THE SOUTH BUILDING
WOULD BE USED FOR FUTURE EXPANSION OF THEIR BUSINESS, OR COULD BE LEASED TO A TENANT ENGAGED
IN MANUFACTURING OR SIMILAR ACTIVITIES, OR COULD BE USED FOR REVENUE GENERATING RV AND BOAT STORAGE. ALL OF THESE USES ARE PERMITTED OR CONDITIONALLY PERMITTED WITHIN THE ZONE, AND ARE ALL VERY APPROPRIATE USES FOR THE MANUFACTURING ZONE. THE PROPOSED MANUFACTURING/WAREHOUSE/STORAGE TYPE USE IS COMMONLY MARKETED AS “INDUSTRIAL FLEX” PROPERTY. “INDUSTRIAL FLEX” IS PRESENTLY ONE OF THE MOST IN-DEMAND COMMERCIAL PROPERTY TYPES IN THE COACHELLA VALLEY AND DEVELOPED PROPERTIES ARE IN VERY LIMITED SUPPLY. FURTHER, THE PROPOSED
PARCEL MAP AND CONDOMINIUM OVERLAY CREATE THE OPPORTUNITY FOR FINANCE AND PURCHASE OF ALL
OR JUST PART OF A BUILDING, AND POTENTIALLY OFFER THE OPPORTUNITY FOR OWNERSHIP OF SMALL
WAREHOUSE SPACES TO SMALLER BUSINESSES AND DISADVANTAGED ENTITIES THAT LACK THE CAPITAL
REQUIRED TO PURCHASE A LARGER BUILDING OR TO DEVELOP AN INDUSTRIAL/WAREHOUSE BUILDING FROM THE GROUND UP.
8. THE PROPOSED PROJECT CONSISTS OF TWO BUILDINGS THAT WILL BE OF TYPE VB CONSTRUCTION, WITH AN OCCUPANCY CLASSIFICATION OF B FOR THE OFFICES AND S-1 FOR THE WAREHOUSE AREAS. THE BUILDINGS WILL BE SPRINKLERED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT.
Item 23.