Agenda packet — Fontana City Council, March 28, 2023 (part 2 of 4)

185
SECTION 1. The City Council finds and declares that the City-owned Parcel (Assessor’s Parcel Number 0191-163-27-0000) is surplus and no longer necessary for the City’s use, in accordance with the California Surplus Land Act (Government Code Section 54220 et seq.). The City Council bases this declaration on the following findings:

 The City currently owns the property at the southeast corner of Spring Street and Nuevo Avenue
 The property includes a multi-tenant building of approximately 7,800 square feet and is currently occupied by various tenants, each occupying their respective space via a month-by- month lease with the city.
 The Parcel is located in an area of focus for the city’s revitalization efforts of downtown Fontana.
 Land uses in the area surrounding the Parcel will continue to shift in support of the overall economic revitalization plan.
 Under-utilization, maintenance and operational cost as well as other liability issues makes it cost prohibitive to retain ownership of the Parcel as the property is currently developed.  City ownership, management, and maintenance of the Parcel will prevent it from being developed into its highest and best use.

SECTION 2. The City Council finds and determines, after independent review and consideration, that the action of declaration of surplus land does not result in a binding commitment by the City to authorize or advance the disposition of the Parcel; will not result in a direct or indirect physical change in the environment; and does not constitute an approval of a project pursuant to CEQA Guidelines Sections 15004 and 15352.

SECTION 3. The City Council approves the form of Notice of Availability attached hereto as Exhibit A and authorizes the City Manager or his designee(s) to take all actions necessary to comply with the SLA, including but not limited to issuing the Notice of Availability for the Parcel to all entities statutorily entitled to receive such notice.

SECTION 4. The City Clerk shall attest and certify to the passage and adoption of this Resolution, and it shall become effective immediately upon its approval.

PASSED, APPROVED AND ADOPTED this 28th day of March 2023.

CITY OF FONTANA:

______________________________
Acquanetta Warren
Mayor

Resolution No. 2023-___
March 28, 2023

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186
APPROVED AS TO FORM:

________________________________
Ruben Duran
City Attorney

ATTEST:

______________________________
Germaine Key
City Clerk

I, HEREBY CERTIFY that the foregoing resolution was duly adopted by the City Council of the City of Fontana at a regular meeting thereof held on March 28, 2023, by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:

City Clerk

Resolution No. 2023-___
March 28, 2023

Page 3 of 3 ends

187

[City Letterhead]

Wednesday, March 29, 2023

To All Interested Parties:

RE: Notice of Availability/Offer to Sell Surplus Property

As required by the Surplus Land Act (Government Code Section 54220 et seq.) (the “Act”) of the State of California, the CITY OF FONTANA (the “City”) is providing notification that the City intends to sell the surplus property listed in the accompanying table.

APN ADDRESS SIZE
(approx.)

ZONING GENERAL PLAN

DESIGNATION

CURRENT USE
0191-163-27 8443 Nuevo Avenue 15,200 SF FBC WMXU-1 Retail and office

The City of Fontana acquired this parcel of land as part of its downtown revitalization strategy. APN 0191-163-27 includes a building of approximately 7,800 square feet. The building is partially occupied by service and office tenants. Each tenant is occupying their respective space on a month-by-month lease with the City. The city envisions development of the property into a use consistent with its downtown economic revitalization strategy.

Located on the South-East corner of Spring Street and Nuevo Avenue, the property’s land encompasses approximately 15,200 square feet and includes a multi-tenant building of approximately 7,800 square feet. The property is located within the Form Based Code Zone in the Downtown Gateway District and is surrounded by various retail, commercial, and civic uses.

In accordance with Government Code Section 54222, you have sixty (60) days from the date this offer was sent via certified mail or electronic mail to notify the City of your interest in acquiring any or all of the above properties, including your proposed land offer price, number of affordable units and affordability levels.

However, this offer shall not obligate the City to sell the property to you. If your notice of interest is compliant with the Act, the City would enter into at least ninety (90) days of negotiations with you pursuant to Government Code Section 188
54223. If no compliant notices of interest are received during the 60-day period or no agreement is reached on sales or lease price and terms, with a submitter of a qualifying notice of interest, the City may market the property to the general public.

As required by Government Code Section 54227, if the City receives more than one letter of interest during this 60-day period, it will give first priority to entities proposing to develop housing where at least 25 percent of the units will be affordable to lower income households. If more than one such proposal is received, priority will be given to the proposal with the greatest number of affordable units. If more than one proposal specifies the same number of affordable units, priority will be given to the proposal that has the lowest average affordability level.

In the event your agency or company is interested in purchasing or leasing the properties, you must notify the City in writing within sixty (60) days of the date this notice was sent via certified mail or electronic mail.

Notice of your interest in acquiring any of these properties should be delivered to:

City of Fontana
Matt Ballantyne
City Manager
8353 Sierra Avenue
Fontana, CA 92335
Please direct any/all questions regarding this Notice and/or Letters of Interest to Phillip Burum - at [email protected] or by calling 909-350- 6727.

Entities proposing to submit a letter of interest are advised to review the requirements set forth in the Surplus Land Act (Government Code Section 54220- 54234).
189
City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2097 Agenda Date: 3/28/2023
Agenda #: J. Category: Consent Calendar
FROM:

Development Services
SUBJECT:

Declaring Surplus Land Property located at 16879 Spring Street..End RECOMMENDATION:

1. Approve Resolution No. 2023-022, declaring that the City-owned property on the SWC of Spring Street and Sierra Avenue (Assessor’s Parcel Number 0191-163-11) is “Surplus Land” pursuant to the Surplus Land Act, Government Code Section 54220 Et Seq.; and approving the form of Notice of Availability.

2. Authorize the City Manager and/or his designee(s) to take all actions necessary or appropriate to comply with the Surplus Land Act.

COUNCIL GOALS:
· To practice sound fiscal management by living within our means while investing in the future. · To invest in the city's infrastructure (streets, sewers, parks, etc.) by improving the aesthetics of the community.
· To preserve the local environment for generations to come and to create a healthy economic and environmental future by creating communities and neighborhoods that are attractive, safe, and convenient for walkers and bicyclists.

DISCUSSION:

The City of Fontana owns Assessor’sParcel Number 0191-163-11 on the southwest corner of Spring Street and Sierra Avenue encompassing approximately 8,000 square feet. The property includes a multi-tenant building currently occupied by retail, service and office tenants. Each of the tenants is occupying their respective space via a month-by-month lease with the city. The parcel is designated as walkable mixed use within the Downtown Gateway Form Based Code District.

The property is no longer necessary for the City’suse, and the City intends to complete the Surplus Land Act process. If there is no interest from affordable housing developers or, if there is a failure to come to terms on some form of disposition and development after good-faith negotiations, the City can then market the property to the general public.

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190
File #: 21-2097 Agenda Date: 3/28/2023
Agenda #: J. Category: Consent Calendar
In order for the City to dispose of this parcel, the City must first go through a public/stakeholder engagement process in accordance with state law and the Surplus Land Act. This process requires the City to transmit (mainly by email) a Notice of Availability - “NOA” (a form of which is attached to the Resolution) to designated entities
under state law and allow for a 60-day period during which these entities, including potential affordable housing developers and public entities with jurisdiction over the parcels, may express their interest in negotiating on any of those parcels.

The Surplus Land Act requires this right of first proposal in an effort to mitigate the state’shousing supply crisis. The City is also required to engage in “good-faith”property negotiations for at least 90- days on price and terms with any qualifying party that submits a qualified notice of interest. The City also has reporting and compliance obligations to the Department of Housing and Community Development, who can impose penalties based on the ultimate sales price of the parcel, if the Surplus Land Act is not followed prior to disposition.

This action and resolution will begin the surplus land disposition process and allows staff to adequately vet any interest by the public, affordable housing developers, and/or other entities designated under the Surplus Land Act.

Upon conclusion of the public engagement process and the required good faith negotiations, the City may market the property to the general public with an HCD required affordability covenant in the event that 10 or more residential units are constructed on the property.

Approval of the attached resolution will allow the City to commence the Surplus Land Act process, by issuing the NOA to those entities statutorily entitled to receive it. The disposition of these properties will contribute to the City’s goals for the revitalization of Downtown Fontana.

FISCAL IMPACT:

No fiscal impact associated with this Notice of Availability.

MOTION:

Approve staff recommendation.

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191

ATTACHMENT NO. I

RESOLUTION NO. 2023-___

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FONTANA,

CALIFORNIA, DECLARING THAT THE CITY OWNED PARCEL KNOWN AS 16879 SPRING STREET ( ASSESSOR’S PARCEL NUMBER 0191-163-11-0000) AS “SURPLUS LAND” PURSUANT TO THE SURPLUS LAND ACT, GOVERNMENT CODE SECTION 54220 ET SEQ.; APPROVING FORM OF NOTICE OF AVAILABILITY; AND AUTHORIZING THE CITY MANAGER AND HIS

DESIGNEE(S) TO TAKE ALL ACTIONS NECESSARY TO COMPLY WITH THE

SURPLUS LAND ACT

WHEREAS, The City of Fontana owns a parcel of land (Assessor’s Parcel Number 0191- 163-11-0000) (“Parcel”) that is no longer necessary for the City’s use and should be declared as surplus property suitable for disposition; and

WHEREAS, under the California Surplus Land Act (“SLA”), Government Code Section 54220-54233, surplus property is defined as land owned by any local agency that is no longer necessary for the agency’s use; and

WHEREAS, effective January 1, 2020, the SLA was amended to require all local agencies to formally declare agency-owned properties as “surplus land” prior to taking action to dispose of such properties and to issue a “Notice of Availability” (NOA) to certain entities statutorily entitled to notice; and

WHEREAS, the declaration of surplus land must be made by the local agency’s legislative body at a regular open meeting supported by written findings; and

WHEREAS, the City Council has made findings that the Parcel is no longer necessary for the City’s use; and

WHEREAS, the City intends to follow the provisions of the SLA in the disposition of the Parcels and prioritize affordable housing in the disposition of such land to the extent required by law; and

WHEREAS, this declaration of surplus land does not obligate the City to subsequently dispose of the Parcels and is not an action that results in a binding commitment by the City to move forward with the disposition of the property.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fontana as follows:

Resolution No. 2023-___
March 28, 2023

Page 1 of 3 ends

192
SECTION 1. The City Council finds and declares that the City-owned Parcel (Assessor’s Parcel Number 0191-163-11-0000) is surplus and no longer necessary for the City’s use, in accordance with the California Surplus Land Act (Government Code Section 54220 et seq.). The City Council bases this declaration on the following findings:

 The City currently owns the property at the southwest corner of Spring Street and Sierra Avenue
 The property includes a multi-tenant building of approximately 7,600 square feet and is currently occupied by various tenants, each occupying their respective space via a month-by- month lease with the city.
 The Parcel is located in an area of focus for the city’s revitalization efforts of downtown Fontana.
 Land uses in the area surrounding the Parcel will continue to shift in support of the overall economic revitalization plan.
 Under-utilization, maintenance and operational cost as well as other liability issues makes it cost prohibitive to retain ownership of the Parcel as the property is currently developed.  City ownership, management, and maintenance of the Parcel will prevent it from being developed into its highest and best use.

SECTION 4. The City Clerk shall attest and certify to the passage and adoption of this Resolution, and it shall become effective immediately upon its approval.

PASSED, APPROVED AND ADOPTED this 28th day of March 2023.

CITY OF FONTANA:

______________________________
Acquanetta Warren
Mayor

Resolution No. 2023-___
March 28, 2023

Page 2 of 3 ends

193
APPROVED AS TO FORM:

________________________________
Ruben Duran
City Attorney

ATTEST:

______________________________
Germaine Key
City Clerk

I, HEREBY CERTIFY that the foregoing resolution was duly adopted by the City Council of the City of Fontana at a regular meeting thereof held on March 28 2023, by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:

City Clerk

Resolution No. 2023-___
March 28, 2023

Page 3 of 3 ends

194

[City Letterhead]

Wednesday, March 29, 2023

To All Interested Parties:

RE: Notice of Availability/Offer to Sell Surplus Property

APN ADDRESS SIZE
(approx.)

ZONING GENERAL PLAN

DESIGNATION

CURRENT USE
0191-163-11 16879 Spring Street 8,000 SF FBC WMXU-1 Retail and office

The City of Fontana acquired this parcel of land as part of its downtown revitalization strategy. APN 0191-163-11 includes a building of approximately 7,600 square feet. The building partially occupied by retail, service, and office tenants. Each tenant is occupying their respective space on a month-by-month lease with the City. The city envisions development of the property into a use consistent with its downtown economic revitalization strategy.

Located on the South-West corner of Spring Street and Sierra Avenue, the property’s land encompasses approximately 8,000 square feet and includes a multi-tenant building of approximately 7,600 square feet. The property is located within the Form Based Code Zone in the Downtown Gateway District and is surrounded by various retail, commercial, and civic uses.

However, this offer shall not obligate the City to sell the property to you. If your notice of interest is compliant with the Act, the City would enter into at least ninety (90) days of negotiations with you pursuant to Government Code Section 195
54223. If no notices of interest are received during the 60-day period or no agreement is reached on sales or lease price and terms, with a submitter of a qualifying notice of interest, the City may market the property to the general public.

Notice of your interest in acquiring any of these properties should be delivered to:

Entities proposing to submit a letter of interest are advised to review the requirements set forth in the Surplus Land Act (Government Code Section 54220- 54234).
196
City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2098 Agenda Date: 3/28/2023
Agenda #: K. Category: Consent Calendar
FROM:

Development Services
SUBJECT:

Declaring Surplus Land - Properties located at the NWC of Arrow and Sierra.

RECOMMENDATION:

1. Approve Resolution No. 2023-023, declaring that three City-owned properties on the NWC of Arrow Boulevard and Sierra Avenue (Assessor’sParcel Numbers 0191-163-16, 0191-163-17, and 0191-163-26) are “Surplus Land” pursuant to the Surplus Land Act, Government Code Section 54220 Et Seq.; and approving the form of Notice of Availability.

2. Authorize the City Manager and/or his designee(s) to take all actions necessary or appropriate to comply with the Surplus Land Act.

DISCUSSION:

The City of Fontana owns three parcels (Assessor’sParcel Numbers 0191-163-16, 0191-163-17, and 0191-163-26) on the northwest corner of Arrow Boulevard and Sierra Avenue encompassing approximately 21,600 square feet. The property is currently improved as a parking lot, which served the former Bank of America building located west of the subject property. Bank of America elected to close the operation of this bank during the Covid Pandemic and subsequently chose not to reopen this branch. The parcels are designated as walkable mixed use within the Downtown Gateway Form Based Code District.

The properties are no longer necessary for the City’s use, and the City intends to complete the Surplus Land Act process. If there is no interest from affordable housing developers or, if there is a failure to come to terms on some form of disposition and development after good-faith negotiations, the City can then market the property to the general public.

By approving the attached Resolution, the City would declare this property as “surplus land,” under the Surplus Land Act and Government Code section 54221, and this parcel is no longer necessary City of Fontana Printed on 3/23/2023Page 1 of 2
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197
File #: 21-2098 Agenda Date: 3/28/2023
Agenda #: K. Category: Consent Calendar
the Surplus Land Act and Government Code section 54221, and this parcel is no longer necessary for the City’s use.

In order for the City to dispose of this parcel, the City must first go through a public/stakeholder engagement process in accordance with state law and the Surplus Land Act. This process requires the City to transmit (mainly by email) a Notice of Availability - “NOA”(a form of which is attached to the Resolution) to designated entities under state law and allow for a 60-day period during which these entities, including potential affordable housing developers and public entities with jurisdiction over the parcels, may express their interest in negotiating on any of those parcels The Surplus Land Act requires this right of first proposal in an effort to mitigate the state’shousing supply crisis. The City is also required to engage in “good-faith”property negotiations for at least 90- days on price and terms with any qualifying party that submits a qualified notice of interest. The City also has reporting and compliance obligations to the Department of Housing and Community Development, who can impose penalties based on the ultimate sales price of the parcel, if the Surplus Land Act is not followed prior to disposition.

FISCAL IMPACT:

No fiscal impact associated with this Notice of Availability.

MOTION:

Approve staff recommendation.

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198

ATTACHMENT NO. I

RESOLUTION NO. 2023-___

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FONTANA,

CALIFORNIA, DECLARING THAT THREE CITY OWNED PARCELS KNOWN AS ASSESSOR’S PARCEL NUMBERS 0191-163-16-0000, 0191 -163-17-0000, AND 0191- 163-26-0000 AS “SURPLUS LAND” PURSUANT TO THE SURPLUS LAND ACT, GOVERNMENT CODE SECTION 54220 ET SEQ.; APPROVING FORM OF NOTICE OF AVAILABILITY; AND AUTHORIZING THE CITY MANAGER AND HIS

DESIGNEE(S) TO TAKE ALL ACTIONS NECESSARY TO COMPLY WITH THE

SURPLUS LAND ACT

WHEREAS, The City of Fontana owns three parcels of land (Assessor’s Parcel Numbers 0191-163-16-0000, 0191-163-17-0000, and 0191-163-26-0000) (“Parcels”) that are no longer necessary for the City’s use and should be declared as surplus property suitable for disposition; and

WHEREAS, the declaration of surplus land must be made by the local agency’s legislative body at a regular open meeting supported by written findings; and

WHEREAS, the City Council has made findings that the Parcels are no longer necessary for the City’s use; and

WHEREAS, the City intends to follow the provisions of the SLA in the disposition of the Parcels and prioritize affordable housing in the disposition of such land to the extent required by law; and

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fontana as follows:

Resolution No. 2023-___
March 28, 2023

Page 1 of 3 ends

199
SECTION 1. The City Council finds and declares that the City-owned Parcels (Assessor’s Parcel Numbers 0191-163-16-0000, 0191-163-17-0000, and 0191-163-26-0000) are surplus and no longer necessary for the City’s use, in accordance with the California Surplus Land Act (Government Code Section 54220 et seq.). The City Council bases this declaration on the following findings:

 The City currently owns three adjacent lots located at the northwest corner of Arrow Boulevard and Sierra Avenue
 The property has most recently been used as the parking lot for a former branch of Bank of America. Bank of America closed this branch during Covid and never reopened.  The Parcels are located in an area of focus for the city’s revitalization efforts of downtown Fontana.
 Land uses in the area surrounding the Parcels will continue to shift in support of the overall economic revitalization plan.
 Under-utilization, maintenance and operational cost as well as other liability issues makes it cost prohibitive to retain ownership of the Parcels as the properties are currently developed.  City ownership, management, and maintenance of the Parcels will prevent them from being developed into their highest and best use.

SECTION 2. The City Council finds and determines, after independent review and consideration, that the action of declaration of surplus land does not result in a binding commitment by the City to authorize or advance the disposition of the Parcels; will not result in a direct or indirect physical change in the environment; and does not constitute an approval of a project pursuant to CEQA Guidelines Sections 15004 and 15352.

SECTION 3. The City Council approves the form of Notice of Availability attached hereto as Exhibit A and authorizes the City Manager or his designee(s) to take all actions necessary to comply with the SLA, including but not limited to issuing the Notice of Availability for the Parcels to all entities statutorily entitled to receive such notice.

SECTION 4. The City Clerk shall attest and certify to the passage and adoption of this Resolution, and it shall become effective immediately upon its approval.

PASSED, APPROVED AND ADOPTED this 28th day of March 2023.

CITY OF FONTANA:

______________________________
Acquanetta Warren
Mayor

Resolution No. 2023-___
March 28, 2023

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200
APPROVED AS TO FORM:

________________________________
Ruben Duran
City Attorney

ATTEST:

______________________________
Germaine Key
City Clerk

I, HEREBY CERTIFY that the foregoing resolution was duly adopted by the City Council of the City of Fontana at a regular meeting thereof held on March 28, 2023, by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:

City Clerk

Resolution No. 2023-___
March 28, 2023

Page 3 of 3 ends

201

[City Letterhead]

Wednesday, March 29, 2023

To All Interested Parties:

RE: Notice of Availability/Offer to Sell Surplus Property

APN ADDRESS SIZE
(approx.)

ZONING GENERAL PLAN

DESIGNATION

CURRENT USE
0191-163-16 N/A 3,600 SF FBC WMXU-1 Parking
0191-163-17 N/A 3,600 SF FBC WMXU-1 Parking
0191-163-26 N/A 14,400 SF FBC WMUX-1 Parking

The City of Fontana acquired these three parcels of land as part of its downtown revitalization strategy. APN’s 0191-163-16, 191-163-17, and 0191- 163-26 are currently improved as a parking lot for the former Bank of America located immediately west of the subject parcels. The city envisions development of the property into a use consistent with its downtown economic revitalization strategy.

Located on the North-West corner of Arrow Boulevard and Sierra Avenue, the property’s land encompasses approximately 21,600 square feet. The property is located within the Form Based Code Zone in the Downtown Gateway District and is surrounded by various retail, commercial, and civic uses.

However, this offer shall not obligate the City to sell the property to you. If your notice of interest is compliant with the Act, the City would enter into at least 202
ninety (90) days of negotiations with you pursuant to Government Code Section 54223. If no compliant notices of interest are received during the 60-day period or no agreement is reached on sales or lease price and terms, with a submitter of a qualifying notice of interest, the City may market the property to the general public.

Notice of your interest in acquiring any of these properties should be delivered to:

Entities proposing to submit a letter of interest are advised to review the requirements set forth in the Surplus Land Act (Government Code Section 54220- 54234).
203
City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2099 Agenda Date: 3/28/2023
Agenda #: L. Category: Consent Calendar
FROM:

Development Services
SUBJECT:

Declaring Surplus Land - Properties located at 8440 Nuevo Avenue RECOMMENDATION:

1. Approve Resolution No. 2023-024, declaring that three City-owned properties on the SWC of Spring Street and Nuevo Avenue (Assessor’sParcel Numbers 0191-162-30, 0191-162-31, and 0191-162-32) are “Surplus Land” pursuant to the Surplus Land Act, Government Code Section 54220 Et Seq.; and approving the form of Notice of Availability.

2. Authorize the City Manager and/or his designee(s) to take all actions necessary or appropriate to comply with the Surplus Land Act.
..End
COUNCIL GOALS:
· To practice sound fiscal management by living within our means while investing in the future. · To invest in the city's infrastructure (streets, sewers, parks, etc.) by improving the aesthetics of the community.
· To preserve the local environment for generations to come and to create a healthy economic and environmental future by creating communities and neighborhoods that are attractive, safe, and convenient for walkers and bicyclists.

DISCUSSION:

The City of Fontana owns three parcels (Assessor’sParcel Numbers 0191-162-030, 0191-161-31, and 0191-162-32) on the southwest corner of Spring Street and Nuevo Avenue encompassing approximately 15,200 square feet. One parcel (APN 0191-162-30) includes a single-story building that is approximately 3,200 square feet. The building is currently occupied by City Link administrative offices. City Link will be relocating to a new campus located on Arrow Boulevard at Citrus Avenue and will no longer require use of the building and associated parking areas. The parcels are designated as walkable mixed use within the Downtown Gateway Form Based Code District.

By approving the attached Resolution, the City would declare this property as “surplus land,” under the Surplus Land Act and Government Code section 54221, and this parcel is no longer necessary City of Fontana Printed on 3/23/2023Page 1 of 2
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204
File #: 21-2099 Agenda Date: 3/28/2023
Agenda #: L. Category: Consent Calendar
for the City’s use.

FISCAL IMPACT:

No fiscal impact associated with this Notice of Availability.

MOTION:

Approve staff recommendation.

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205

ATTACHMENT NO. I

RESOLUTION NO. 2023-___

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FONTANA,

CALIFORNIA, DECLARING THAT THE CITY OWNED PARCELS KNOWN AS 8440 NUEVO AVENUE (ASSESSOR’S PARCEL NUMBER 0191-162-30-0000, 0191 - 162-31-0000, and 0191-162-32) AS “SURPLUS LAND” PURSUANT TO THE SURPLUS LAND ACT, GOVERNMENT CODE SECTION 54220 ET SEQ.; APPROVING FORM OF NOTICE OF AVAILABILITY; AND AUTHORIZING THE CITY MANAGER

AND HIS DESIGNEE(S) TO TAKE ALL ACTIONS NECESSARY TO COMPLY

WITH THE SURPLUS LAND ACT

WHEREAS, The City of Fontana owns three parcels of land (Assessor’s Parcel Numbers 0191-162-30-0000, 0191-162-31-0000, and 0191-162-32) (“Parcels”) that are no longer necessary for the City’s use and should be declared as surplus property suitable for disposition; and

WHEREAS, the declaration of surplus land must be made by the local agency’s legislative body at a regular open meeting supported by written findings; and

WHEREAS, the City Council has made findings that the Parcel is no longer necessary for the City’s use; and

WHEREAS, the City intends to follow the provisions of the SLA in the disposition of the Parcels and prioritize affordable housing in the disposition of such land to the extent required by law; and

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fontana as follows:

Resolution No. 2023-___
March 28, 2023

Page 1 of 3 ends

206
SECTION 1. The City Council finds and declares that the City-owned Parcels (Assessor’s Parcel Number 0191-162-30-0000, 0191-162-31-0000, and 0191-162-32-0000) are surplus and no longer necessary for the City’s use, in accordance with the California Surplus Land Act (Government Code Section 54220 et seq.). The City Council bases this declaration on the following findings:

 The City currently owns three adjacent lots located at the southwest corner of Spring Street and Nuevo Avenue
 The property has most recently been used as the administrative offices for City Link, a local non-profit whose mission includes providing various supportive services to the economically disadvantaged community within the City of Fontana. City Link will be vacating the property and relocating to a new campus on Arrow Boulevard at Citrus Avenue.  The Parcels are located in an area of focus for the city’s revitalization efforts of downtown Fontana.
 Land uses in the area surrounding the Parcels will continue to shift in support of the overall economic revitalization plan.
 Under-utilization, maintenance and operational cost as well as other liability issues makes it cost prohibitive to retain ownership of the Parcels as the properties are currently developed.  City ownership, management, and maintenance of the Parcels will prevent it from being developed into its highest and best use.

SECTION 4. The City Clerk shall attest and certify to the passage and adoption of this Resolution, and it shall become effective immediately upon its approval.

PASSED, APPROVED AND ADOPTED this 28th day of March 2023.

CITY OF FONTANA:

______________________________
Acquanetta Warren
Mayor

Resolution No. 2023-___
March 28, 2023

Page 2 of 3 ends

207
APPROVED AS TO FORM:

________________________________
Ruben Duran
City Attorney

ATTEST:

______________________________
Germaine Key
City Clerk

I, HEREBY CERTIFY that the foregoing resolution was duly adopted by the City Council of the City of Fontana at a regular meeting thereof held on March 28, 2023, by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:

City Clerk

Resolution No. 2023-___
March 28, 2023

Page 3 of 3 ends

208

[City Letterhead]

Wednesday, March 29, 2023

To All Interested Parties:

RE: Notice of Availability/Offer to Sell Surplus Property

APN ADDRESS SIZE
(approx.)

ZONING GENERAL PLAN

DESIGNATION

CURRENT USE
0191-162-30 8440 Nuevo Ave 8,000 SF FBC WMXU-1 Admin. Office 0191-162-31 N/A 3,600 SF FBC WMXU-1 Parking
0191-162-32 N/A 3,600 SF FBC WMUX-1 Parking

The City of Fontana acquired these three parcels of land as part of its downtown revitalization strategy. APN 0191-162-30 includes an administrative building of approximately 3,200 square feet. APN’s 0191-162- 31 and 0191-162-32 serve as A parking LOT for the administrative building.

The city envisions development of the property into a use consistent with its downtown economic revitalization strategy.

Located on the South-West corner of Spring Street and Nuevo Avenue, the property’s land encompasses approximately 15,200 square feet, inclusive of a single-story building of approximately 3,200 square feet. The City makes no representation as to the condition or suitability of the property or building for the intended use of the acquiring party.

The property is located within the Form Based Code in the Downtown Gateway and is surrounded by various retail, commercial, and civic uses.

In accordance with Government Code Section 54222, you have sixty (60) days from the date this offer was sent via certified mail or electronic mail to notify the City of your interest in acquiring any or all of the above properties, including your 209
proposed land offer price, number of affordable units and affordability levels.

However, this offer shall not obligate the City to sell the property to you. If your notice of interest is compliant with the Act, the City would enter into at least ninety (90) days of negotiations with you pursuant to Government Code Section 54223. If no compliant notices of interest are received during the 60-day period or no agreement is reached on sales or lease price and terms, with a submitter of a qualifying notice of interest, the City may market the property to the general public.

Notice of your interest in acquiring any of these properties should be delivered to:

Entities proposing to submit a letter of interest are advised to review the requirements set forth in the Surplus Land Act (Government Code Section 54220- 54234).
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2080 Agenda Date: 3/28/2023
Agenda #: A. Category: Public Hearing
FROM:

Finance
SUBJECT:

Quarterly Lien Action for Delinquent Sewer, Rubbish and Weed Abatement Accounts RECOMMENDATION:

1. Authorize staff to complete and record lien notices against real property for those sewer accounts sixty days or more delinquent as described in Certified Lien List and direct staff to forward recorded liens to the County for collection.

2. Authorize staff to complete and record liens against real property for those rubbish accounts more than ninety days delinquent as described in the Certified Lien List and direct staff to forward recorded liens to the County for collection.

3. . Adopt Resolution No. 2023-025, of the City Council of the City of Fontana adopting the statement of unpaid expenses for weed abatement and imposing a lien against real property for payment thereof.
..End
COUNCIL GOALS:
· To operate in a businesslike manner by becoming more service oriented. · To practice sound fiscal management by developing long-term funding and debt management plans.
· To improve public safety by increasing operational efficiency, visibility, and availability.

DISCUSSION:

Public Hearings on proposed liens are scheduled quarterly to allow for timely collections and recording of indebtedness. The lien process protects revenues due to the City which would have otherwise been subject to loss through skipped accounts or property transfers.

The proposed lists (one each for sewer, rubbish and weed abatement) are on file with the City Clerk.

Each account has had notification by mail regarding the public hearing and intent to record the lien amount, as well as regular billing notification and legal advertisement as required by City Code.

Further, with respect to Weed Abatement, all property owners had the opportunity to protest weed abatement citations through an administrative hearing process.

The lists recommended for adoption contain the following:

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File #: 21-2080 Agenda Date: 3/28/2023
Agenda #: A. Category: Public Hearing
Type of Account Number of Properties Current Lien Amount Receivables Protected to Date
Sewer 138 $53,271.84 $3,986,849.87
Rubbish* 833 $114,594.61 $8,886,005.27
Weed Abatement 33 $21,671.90 $3,944,204.91
*Collections are payable to Fontana Rubbish
An administrative fee will be included to offset the City's costs to record the lien, as well as the County fee associated with release of the lien to ensure that property titles are cleared once payment has been made. All properties with unpaid liens as of July 1st will be automatically placed on the property tax rolls for collection
FISCAL IMPACT:

The approval of this item will result in liens in the approximate total amount of $189,538.35 to be recorded and placed on the County property tax roll for collection. This action will prevent increases in customer charges due to uncollectible accounts. The Sewer lien list receivable amount was included as revenue to the Sewer Operations Maintenance Fund in current and prior budget periods.

The recording of Rubbish liens will strengthen Fontana Rubbish's ability to collect, thereby increasing the amount generated by the 12% franchise fee they remit to the City.

MOTION:

Approve staff recommendation.

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CITY OF FONTANA, CALIFORNIA

NOTICE OF PUBLIC HEARING

NOTICE IS HEREBY GIVEN THAT THE CITY COUNCIL OF THE CITY OF FONTANA WILL

HOLD A PUBLIC HEARING CONCERNING THE RECORDING OF REAL PROPERTY LIENS

AGAINST PROPERTIES SERVED BY THE CITY OF FONTANA RUBBISH COLLECTION

CONTRACTOR (BURRTEC WASTE) FOR THOSE ACCOUNTS MORE THAN NINETY DAYS

DELINQUENT, AND FURTHER, THE FORWARDING OF SAID LIENS TO THE COUNTY ASSESSOR’S OFFICE FOR ADDITION TO THE EXTENDED PROPERTY TAX ROLLS FOR COLLECTION. COPIES OF THE CERTIFIED LIEN LIST ARE AVAILABLE AT THE UTILITY BILLING DIVISION PUBLIC SERVICE COUNTER, 8353 SIERRA AVENUE, FONTANA, CALIFORNIA.

IF YOU CHALLENGE IN COURT ANY ACTION TAKEN CONCERNING A PUBLIC

HEARING ITEM, YOU MAY BE LIMITED TO RAISING ONLY THOSE ISSUES YOU OR

SOMEONE ELSE RAISED AT THE PUBLIC HEARING DESCRIBED IN THIS NOTICE, OR IN

WRITTEN CORRESPONDENCE DELIVERED TO THE CITY AT, OR PRIOR TO, THE PUBLIC HEARING.

DATE OF HEARING: MARCH 28, 2023

TIME OF HEARING: 7:00 P.M.

PLACE OF HEARING: CITY HALL COUNCIL CHAMBERS
8353 SIERRA AVENUE
FONTANA, CA 92335

ANY INTERESTED PARTY MAY APPEAR AT THE HEARING AND PRESENT ANY INFORMATION WHICH MAY BE OF ASSISTANCE TO THE CITY COUNCIL. IF YOU HAVE

ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT THE UTILITY BILLING CUSTOMER SERVICE STAFF AT (909) 350-7670.

PUBLISH: MARCH 10, 2023
MARCH 17, 2023

PROOF OF PUBLICATION REQUESTED

213

CITY OF FONTANA, CALIFORNIA

NOTICE OF PUBLIC HEARING

NOTICE IS HEREBY GIVEN THAT THE CITY COUNCIL OF THE CITY OF FONTANA WILL

HOLD A PUBLIC HEARING CONCERNING THE RECORDING OF REAL PROPERTY LIENS

AGAINST PROPERTIES SERVED BY THE CITY OF FONTANA SANITARY SEWER SYSTEM FOR

THOSE ACCOUNTS SIXTY DAYS OR MORE DELINQUENT, AND FURTHER, THE FORWARDING OF SAID LIENS TO THE COUNTY ASSESSOR’S OFFICE FOR ADDITION TO THE EXTENDED PROPERTY TAX ROLLS FOR COLLECTION. COPIES OF THE CERTIFIED LIEN LIST ARE AVAILABLE AT THE UTILITY BILLING DIVISION PUBLIC SERVICE COUNTER, 8353 SIERRA AVENUE, FONTANA, CALIFORNIA.

IF YOU CHALLENGE IN COURT ANY ACTION TAKEN CONCERNING A PUBLIC

HEARING ITEM, YOU MAY BE LIMITED TO RAISING ONLY THOSE ISSUES YOU OR

SOMEONE ELSE RAISED AT THE PUBLIC HEARING DESCRIBED IN THIS NOTICE, OR IN

WRITTEN CORRESPONDENCE DELIVERED TO THE CITY AT, OR PRIOR TO, THE PUBLIC HEARING.

DATE OF HEARING: MARCH 28, 2023

TIME OF HEARING: 7:00 P.M.

PLACE OF HEARING: CITY HALL COUNCIL CHAMBERS
8353 SIERRA AVENUE
FONTANA, CA 92335

ANY INTERESTED PARTY MAY APPEAR AT THE HEARING AND PRESENT ANY INFORMATION WHICH MAY BE OF ASSISTANCE TO THE CITY COUNCIL. IF YOU HAVE

ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT THE UTILITY BILLING CUSTOMER SERVICE STAFF AT (909) 350-7670.

PUBLISH: MARCH 10, 2023
MARCH 17, 2023

PROOF OF PUBLICATION REQUESTED

214

CITY OF FONTANA, CALIFORNIA

NOTICE OF PUBLIC HEARING

NOTICE IS HEREBY GIVEN THAT THE CITY COUNCIL OF THE CITY OF FONTANA WILL

HOLD A PUBLIC HEARING CONCERNING THE RECORDING OF REAL PROPERTY LIENS AGAINST PROPERTIES PROVIDED WEED ABATEMENT SERVICES THROUGH THE CITY’S

WEED ABATEMENT PROGRAM FOR THOSE ACCOUNTS THIRTY DAYS OR MORE

DELINQUENT AND FURTHER, THE FORWARDING OF SAID LIENS TO THE COUNTY ASSESSOR’S OFFICE FOR ADDITION TO THE EXTENDED PROPERTY TAX ROLLS FOR COLLECTION. COPIES OF THE CERTIFIED LIEN LIST ARE AVAILABLE AT THE CUSTOMER SERVICE DIVISION PUBLIC SERVICE COUNTER, 8353 SIERRA AVENUE, FONTANA, CALIFORNIA.

IF YOU CHALLENGE IN COURT ANY ACTION TAKEN CONCERNING A PUBLIC HEARING

ITEM, YOU MAY BE LIMITED TO RAISING ONLY THOSE ISSUES YOU OR SOMEONE ELSE

RAISED AT THE PUBLIC HEARING DESCRIBED IN THIS NOTICE, OR IN WRITTEN CORRESPONDENCE DELIVERED TO THE CITY AT, OR PRIOR TO, THE PUBLIC HEARING.

DATE OF HEARING: MARCH 28, 2023

TIME OF HEARING: 7:00 P.M.

PLACE OF HEARING: CITY HALL COUNCIL CHAMBERS
8353 SIERRA AVENUE
FONTANA, CA 92335

ANY INTERESTED PARTY MAY APPEAR AT THE HEARING AND PRESENT ANY INFORMATION WHICH MAY BE OF ASSISTANCE TO THE CITY COUNCIL. IF YOU HAVE

ANY QUESTIONS CONCERNING THIS MATTER, PLEASE CONTACT THE BUSINESS SERVICES CUSTOMER SERVICE STAFF AT (909) 350-7683.

PUBLISH: MARCH 10, 2023
MARCH 17, 2023

PROOF OF PUBLICATION REQUESTED
215
RESOLUTION NO. 2023-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FONTANA

ADOPTING STATEMENT OF UNPAID EXPENSES FOR WEED

ABATEMENT AND IMPOSING A LIEN AGAINST PROPERTY FOR

PAYMENT THEREOF

WHEREAS, the City of Fontana (“City”) has conducted its weed abatement program pursuant to the Fontana City Code, Section 28-1 et. seq.;

WHEREAS, at its meeting on March 28, 2023, the City Council discussed and considered all expenses and other costs of abatement which have remained unpaid to date, as specified in the Statement of Unpaid Expenses for Weed Abatement, on file with the City Clerk for public review and incorporated herein by reference (“Statement”);

WHEREAS, the City Council has read or heard and considered all evidence and testimony presented to it with respect thereto;

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fontana as follows:

Section 1. Based on all evidence and testimony presented to the Council, the Statement is confirmed and adopted.

Section 2. A ll expenses and other costs noted on the Statement which remain unpaid to the City as of March 28, 2023 , shall constitute a lien upon the real property against which the nuisance was abated, and shall be collected in any lawful means available to the City.

Section 3. The City Clerk is directed to file for recording a "Notice of Lien for Weed Abatement" with the Office of the Recorder for San Bernardino County after March 28, 2023 against those real properties listed on the Statement for any expenses and other costs noted on the Statement which remain unpaid to the City.

Section 4. The Auditor/Controller shall include the amount of the expenses on the bills for taxes levied against the real property against which the expenses have been imposed, and the same shall be c ollected in the same manner and together with the general taxes for the County of San Bernardino, and shall be subject to the same penalties, interest and collection.

APPROVED AND ADOPTED this 28
th day of March, 2023.

READ AND APPROVED AS TO LEGAL FORM:

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Resolution No. 2023-
216
-
_____________________________________
City Attorney

I, Germaine McClellan Key, City Clerk of the City of Fontana, do hereby certify that the foregoing resolution is the actual resolution duly and regularly adopted by the City Council at a regular meeting on the 28th day of March, 2023 by the following vote to-wit:

AYES:

NOES:

ABSENT:

_____________________________________
City Clerk of the City of Fontana

_____________________________________
Mayor of the City of Fontana

ATTEST:

_____________________________________
City Clerk

Page 2 of 2 ends

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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2017 Agenda Date: 3/28/2023
Agenda #: B. Category: Public Hearing
FROM:

Planning Department
SUBJECT:

Continuance of Appeal No. 23-001: A request to overturn the Planning Commission’sdecision on January 17, 2023, approving Master Case No. 20-083 for Tentative Parcel Map No. 20464 (TPM No. 20-021), Variance No. 22-001, Conditional Use Permit No. 20-025, Conditional Use Permit No. 22- 019, Conditional Use Permit No. 22-028, and Design Review No. 20-031 along with the adoption of an Initial Study, Mitigated Negative Declaration, and Mitigation, Monitoring, and Reporting Program for the development of commercial retail center to include a banquet hall, dual branded hotel, restaurant/retail building, and a drive-through restaurant (In-n-out) on an approximately 8.9 adjusted gross acre site on the northwest corner of South Highland Avenue and Citrus Avenue (APNs: 0228- 301-01 through -08, 0228-310-20, -21, -22, -23, 0228-310-33 through -49, -51, and 52).

RECOMMENDATION:

1. Open the public hearing and accept public comments.

2. Continue Appeal No. 23-001 to the April 25, 2023 City Council meeting).

COUNCIL GOALS:
· Promote economic development by concentrating on job creation. · Promote economic development by establishing a quick, consistent development process. · Promote economic development by being business friendly at all levels and striving to constantly improve the city's competitiveness.
· Create and maintain a dynamic team by ensuring commissions work within clear guidelines to achieve Council goals.

DISCUSSION:

Staff requests that the City Council continue this item to the April 25, 2023 regularly scheduled meeting. Information on the project and appeal are provided below.

On January 31, 2023, the City received an application for an appeal (Appeal No. 23-001) from Mr.

Kevin Carmichaels, Adams Broadwell Joseph & Cardozo legal firm (Attachment No. 1), requesting overturn of the Planning Commission’sapproval of Master Case No. 20-083 for Tentative Parcel Map No. 20464 (TPM No. 20-021), Variance No. 22-001, Conditional Use Permit No. 20-025, Conditional Use Permit No. 22-019, Conditional Use Permit No. 22-028, and Design Review No. 20-031 along with the adoption of an Initial Study, Mitigated Negative Declaration, and Mitigation, Monitoring, and City of Fontana Printed on 3/23/2023Page 1 of 2
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File #: 21-2017 Agenda Date: 3/28/2023
Agenda #: B. Category: Public Hearing
Reporting Program.

Background:

On January 17, 2023, the Planning Commission approved Master Case No. 20-083 for Tentative Parcel Map No. 20464 (TPM No. 20-021), Variance No. 22-001, Conditional Use Permit No. 20-025, Conditional Use Permit No. 22-019, Conditional Use Permit No. 22-028, and Design Review No. 20- 031 along with the adoption of an Initial Study, Mitigated Negative Declaration, and Mitigation, Monitoring, and Reporting Program for the development of commercial retail center to include a banquet hall, dual branded hotel, restaurant/retail building, and a drive-through (In-n-out) restaurant on an approximately 8.9 adjusted gross acre site on the northwest corner of South Highland Avenue and Citrus Avenue (APNS: 0228-301-01 through -08, 0228-310-20, -21, -22, -23, 0228-310-33 through -49, -51, and 52). The Planning Commission report and minutes have been included as attachments (Attachments Nos. 4 and 5) for additional background information.

Appeal:

The January 20, 2023 appeal letter accompanying the appeal application claims that the Planning Commission violated CEQA when it approved the Project, and argues “CEQA requires that the potential impacts of this Project be evaluated in an environmental impact report (“EIR”),not in an MND, because substantial evidence supports a fair argument that the Project may have significant, unmitigated air quality, public health, greenhouse gas emissions, public safety, and noise impacts that are not adequately disclosed or mitigated by the MND. The Planning Commission’sfindings approving the Project entitlements were similarly unsupported by substantial evidence because the Project’s unmitigated impacts would be detrimental to the health and safety of nearby residents.” The project environmental consultant (Kimley-Horn) has prepared responses (Attachment No. 7) to the issues raised in the appeal letter. As discussed in detail in those responses, each of appellant’s claims regarding potential environmental impacts have been considered and determined to be without merit. Because the appeal does not raise a fair argument that the Project will result in a significant environmental impact, the IS/MND is the appropriate environmental document for the proposed project.

FISCAL IMPACT:

None.

MOTION:

Approve staff recommendation.

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KEVIN T. CARMICHAEL
CHRISTINA M. CARO
THOMAS A. ENSLOW
KELILAH D. FEDERMAN
RICHARD M. FRANCO
ANDREW J. GRAF
TANYA A. GULESSERIAN
RACHAEL E. KOSS
AIDAN P. MARSHALL
TARA C. RENGIFO

Of Counsel
MARC D. JOSEPH
DANIEL L. CARDOZO

SO. SAN FRANCISCO OFFICE

601 GATEWAY BLVD., SUITE 1000
SO. SAN FRANCISCO, CA 94080
T E L : ( 6 5 0 ) 5 8 9 - 1 6 6 0
F A X : ( 6 5 0 ) 5 8 9 - 5 0 6 2

ADAMS BROADWELL JOSEPH & CARDOZO

A PROFESSIONAL CORPORATION

A T T O RN E Y S A T L A W

5 2 0 C A P I T O L M A L L , S U I T E 3 5 0
S A C R A M E N T O , C A 9 5 8 1 4- 47 21
___________

T E L : ( 9 1 6 ) 4 4 4- 6 2 0 1
F A X : ( 9 1 6 ) 4 4 4- 6 2 0 9
k c a r m i c h a e l@ a d a m s b r o a d w e l l . c o m

printed on recycled paper

January 30, 2023

VIA ONLINE SUBMISSION
Acquanetta Warren, Mayor
City Council
c/o Planning Department
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Email: [email protected]
Online Portal: https://cityoffontana.sharefile.com/

VIA EMAIL
Salvador Quintanilla, Senior Planner
Email: [email protected]

Re: Appeal of Planning Commission Approval of the Fontana Square Project (Master Case No. 20-083) and Initial
Study/Mitigated Negative Declaration – Justification of Appeal

Dear Mayor Warren, Councilmembers and Mr. Quintanilla:

On behalf of Californians Allied for a Responsible Economy (“CARE CA”), we are writing to appeal the City of Fontana (“City”) Planning Commission’s January 17, 2023 approval of the Fontana Square Project (“Project” ), Master Case No. 20- 083; Tentative Parcel Map No. 20464 (TPM No. 20-021); Conditional Use Permit No. 20-025; Conditional Use Permit No. 22-018; Conditional Use Permit No. 22-019; Conditional Use Permit No. 22-028; Design Review Project No. 20-031; Variance No. 22-001; and the Commission’s approval of the Initial Study/Mitigated Negative Declaration (“MND”) prepared by the City of Fontana (“City”) for the Project.1

1 City of Fontana, Fontana Square Project, Initial Study/Mitigated Negative Declaration (hereinafter “MND”) (December 2022) available at
https://www.fontana.org/DocumentCenter/View/40634/Fontana-Square-Project-Public-Draft-Initial- Study-Mitigated-Negative-Declaration
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The Project, proposed by Jinder Singh (the “Applicant”), proposes the construction of a banquet hall (“Development A”), a Holiday Inn Express Hotel & Suite and a Staybridge Suites (“Development B”), a convenience (“C- Store”)/Restaurant (“Development C”), and an In-N-Out Burger (“Development D”).2 The establishments would be generally located closer to the northern property boundary with most of the vehicle parking stalls along S.

Highland Avenue, Citrus Avenue.3 Parking is also provided throughout the site and between the various establishments.4

Pursuant to the City’s appeal procedures5, we have provided an electronic copy of this Justification for Appeal letter and the Uniform Application. We have also paid the required appeal fee of $299 and $31 archive fee via the Department of City Planning Online Application Portal.

The reasons for this appeal are that the Planning Commission abused its discretion and violated the California Environmental Quality Act (“CEQA”) when it approved the Project and the Initial Study/Mitigated Negative Declaration on January 17, 2023.6 CEQA requires that the potential impacts of this Project be evaluated in an environmental impact report (“EIR”), not in an MND, because substantial evidence supports a fair argument that the Project may have significant, unmitigated air quality, public health, greenhouse gas emissions, public safety, and noise impacts that are not adequately disclosed or mitigated by the MND. The Planning Commission’s findings approving the Project entitlements were similarly unsupported by substantial evidence because the Project’s unmitigated impacts would be detrimental to the health and safety of nearby residents.

CARE CA’s January 17, 2023, comment letter to the Planning Commission. and accompanying reports prepared by air quality and hazards expert James Clark, Ph.D., of Clark and Associates, and noise expert Derek Watry of Wilson-Ihrig, are

2 MND, p. 5.
3 MND, p. 5.
4 MND, p. 5.
5 Fontana Development Code, Division 5, §§ 30-25. – 30-29. 6 City of Fontana, Planning Commission Hearing, Agenda (January 17, 2023) available at https://fontana.legistar.com/MeetingDetail.aspx?ID=1060134&GUID=C8645234 -1EFE-4339-A94E- 7C86F6C7A37D&Options=info|&Search=
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attached hereto and incorporated by reference.7 The specific reasons for this appeal are set forth in detail in that letter and summarized below.8 In short, the Planning Commission hearing for the Project was premature; an EIR is required for the Project because substantial evidence supports a fair argument that that Project will cause: (1) a significant, unmitigated cancer risk from toxic air contaminant emissions, (2) a potentially significant, unmitigated impact from greenhouse gas emissions, (3) a significant, unmitigated impact from Noise, and (5) significant unmitigated impacts resulting from Cumulative Impacts; and the Planning Commission’s approval findings were not supported by substantial evidence.

A. The Planning Commission Hearing Was Premature

The Planning Commission hearing for the Project was premature and in violation of CEQA because the public comment period for the MND was still open at the time the hearing occurred and the Planning Commission did not review or consider all public comments before rendering a decision on the Project. The Planning Commission therefore did not have adequate opportunity to consider all public comments and correct the deficiencies in the City’s CEQA document before approving the Project, as required by CEQA.

CEQA requires the lead agency to receive and consider all public comments received on the MND.9 The purpose of the public comment period is to foster public participation.10 CEQA Guidelines § 15074(b) states:

Prior to approving a project, the decision-making body of the lead agency shall consider the proposed negative declaration or mitigated negative declaration together with any comments received during the public review process.

7 See Exhibit 1: Letter from Kevin Carmichael to City of Fontana Planning Commission re:

Planning Commission Agenda Item PH-A: Fontana Square Project (Master Case No. 20-083); Initial Study/Mitigated Negative Declaration (January 17, 2023). 8 We reserve the right to supplement these comments at later hearings and proceedings on the Project. Gov. Code § 65009(b); PRC § 21177(a); Bakersfield Citizens for Local Control v. Bakersfield (2004) 124 Cal. App. 4th 1184, 1199-1203; see Galante Vineyards v. Monterey Water Dist. (1997) 60 Cal. App. 4th 1109, 1121.
9 14 Cal. Code Regs. § 15074(b).
10 14 Cal. Code Regs § 15201.
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received), that there is no substantial evidence that the project will have a significant effect on the environment and that the negative declaration or mitigated n egative declaration reflects the lead agency's independent judgment and analysis.11

The Planning Commission is the decision maker for the Project’s entitlements, and was therefore the decision making body charged with considering public comments on the CEQA document before approving the Project.12 The January 17, 2023 Planning Commission hearing was held during the last day of the MND public comment period, and the Planning Commission’s decision was rendered before the close of the comment period, without reviewing or considering CARE CA’s MND comments and without allowing the public comment period to conclude.13 The Commission therefore failed to consider all comments received on the MND before rendering a decision on the Project, and did not exercise independent judgement and analysis in approving the Project, as required by CEQA. The Planning Commission’s actions also thwarted meaningful participation by the public and the detailed consideration of the Project’s environmental impacts that CEQA requires.

CARE CA respectfully requests that the City Council set aside the Planning Commission’s premature decision to approve the Project, and require the City to prepare an EIR for the Project for the reasons set forth in CARE CA’s MND comments.

B. The Project May Cause a Significant, Unmitigated Cancer Risk from Toxic Air Contaminants Emissions

The MND concludes that the health risk posed to nearby sensitive receptors from exposure toxic air contaminants (“TAC”), including diesel particulate matter (“DPM”) emissions, from Project construction and operation would be less than

11 14 Cal. Code Regs. § 15074(b) (emphasis added).
12 Id.; FMC §§ 30-120, 30-150.
13 CARE CA’s MND comments were timely submitted on January 17, 2023. The Notice of Intent to adopt the MND set January 17, 2023, as the last day to submit comments on the MND, but did not set a cutoff time for submission, indicating that comments could be submitted anytime of the day or evening. The Planning Commission hearing was conducted at 6:00 p.m. during the last day of the public comment period. The hearing therefore occurred before the close of the MND public comment period. The Planning Commission did not review or respond to CARE CA’s comments before voting to approve the Project.
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significant. CARE CA previously explained that the MND’s conclusion was unsupported because the City failed to quantify the risk and compare it to applicable thresholds of significance. CARE CA also provided substantial evidence that the Project would result in potentially significant health risks from vehicle emissions. To date, the City has failed to adequately address these concerns.

CARE CA’s expert provided substantial evidence supporting a fair argument that the Project emissions from DPM will result in significant cancer risks. Dr.

Clark found that the cumulative risk for exposure of residents during the 30 years of operation assuming the averaged DPM concentration of 0.039 ug/m3 is 33.8 in 1,000,000. Thus, the operational cancer risk stemming from the Project will exceed the 10 in one million threshold at several homes in the neighborhoods to the south of the Project site, resulting in a significant impact.

The Planning Commission’s decision to adopt the MND without requiring the City to prepare a quantitative health risk analysis (“HRA”) was a violation of CEQA’s disclosure requirements, and resulted in an unsupported conclusion that the Project’s health risk impacts would be less than significant.14 The City has not prepared an HRA and, as a result, has failed to disclose and analyze the Project’s significant health risks from operational emissions from passenger vehicles and construction DPM emissions from trucks and off-road heavy equipment.

The City Council should vacate the Planning Commission’s decision and require staff to prepare an EIR that includes a quantitative HRA to disclose and analyze the Project’s health risks from air pollutants, compare the risks to applicable thresholds of significance, and require mitigation for impacts that exceed thresholds.

C. The Project May Result in Significant, Unmitigated Health Risk Impacts from Disturbance of Contaminated Soils

CARE CA’s comments detail that the MND incorrectly concluded that the Project would not create a significant hazard to the public or the environment from the release of hazardous materials. Dr. Clark found that the Project site is within the fallout zone of the Kaiser Steel Mill, which blanketed the area with large

14 Sierra Club v. County of Fresno (2018) 6 Cal.5th 502, 518–522. The South Coast Air Quality Management District (“SCAQMD”) similarly recommends that HRAs be prepared for development projects subject to CEQA..
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quantities of carcinogenic compounds that persist in the environment. The MND failed to include a Phase I or Phase II environmental site assessment (“ESA”) and failed to analyze the potential for soil contamination onsite. Soil will be disturbed during the Project’s excavation and construction phases. Disturbance of any residual, unmitigated contamination in the soil may present a significant public health risk to construction workers working on the Project, and the public nearby.

The Planning Commission lacked substantial evidence to adopt the MND’s unsupported conclusion that soil disturbance would result in a less than significant impact under CEQA.15 The City Council should vacate the Planning Commission’s decision and remand the Project to staff to prepare an EIR that analyzes the extent of soil contamination that will be released as a result of Project construction and provide adequate mitigation for potential exposure of workers and nearby residents.

D. The Project May Result in a Significant, Unmitigated Impact from Noise

CARE CA’s noise expert provided substantial evidence showing the MND’s omission of an existing residential receptor located at 15911 Highland Avenue invalidated the Project’s noise analysis. The MND failed to properly analyze the noise impacts from construction of the Project on all nearby sensitive receptors.

Mr. Watry explained that construction of Development B which will occur 39 feet from the residence and found that construction noise will exceed the FTA’s threshold of 80 dBA during the demolition, site preparation, grading and building construction phases of the Project without mitigation. This is the same threshold used in the MND to determine whether the Project will result in a significant impact.16 Therefore, the MND should have disclosed that Project construction will result in a significant noise impact on nearby sensitive receptors, and should have required mitigation to reduce this impact to less than significant levels, but failed to do so. Construction noise therefore remains a significant, unmitigated impact that the City failed to disclose.

The Planning Commission’s decision to adopt the MND and approve the Project with significant, unmitigated noise impacts was a failure to proceed in the manner required by law. The City Council should vacate the Commission’s decision

15 CBIA v. BAAQMD, 196 Cal.Rptr.3d 94, 105-106; 14 CCR § 15126.2(a). 16 MND, p. 156.
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and require staff to prepare an EIR to accurately disclose the Project’s construction noise impacts in relation to the residence at 15911 Highland Avenue and propose additional mitigation to reduce the Project’s potentially significant noise impacts.

E. The Project May Result in Significant Unmitigated Public Safety Impacts

The MND contained inconsistent information about the severity of the Project’s public safety impacts. On the one hand, the MND stated, without support, that additional police services would not be necessary for the Project and that potential impacts on police protection due to implementation of the Project would therefore be less than significant.17 The MND later admitted that “Project buildout would consequently increase the demand for police protection services in the city.”18 However, the MND failed to quantify the amount of additional police protection needed for the Project, and failed to substantiate its claim that the Project’s design and development impact fees will not require additional police resources.

For example, the MND’s metric of one police officer per 1000 residents does not address how police services are distributed to commercial uses like the Project.

Nor does the MND provide any discussion of how many officers currently use the existing police facilities in the City, or whether the additional police services needed by the Project will necessitate construction of new facilities to maintain the level of service necessary to serve existing uses plus the Project. The MND’s conclusion that the Project’s public services impacts would be less than significant was therefore not supported by substantial evidence, and the Planning Commission’s reliance on this finding was in error.

The City Council should vacate the Planning Commission’s approval and remand the Project to staff to prepare an EIR which includes a meaningful public services impacts analysis, and fully mitigates any potentially significant impacts resulting from development of the Project.

17 MND, p. 168.
18 MND, p. 168.
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F. The Planning Commission Abused its Discretion by Approving the Project in Reliance on Unsupported Findings.

The Planning Commission’s findings that the Project complied with applicable land use codes was not supported by substantial evidence and should be vacated by the Council.

Pursuant to the City of FMC § 30-150, the City Planning Commission was required to make the following findings for approval of the Project’s conditional use permit applications:

(1) The proposed use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning and Development Code, Municipal Code, general plan, any applicable specific plan or area plan, and City regulations/standards.

(2) The site is physically suited for the type, density, and intensity of the proposed use including access, utilities, and the absence of physical constraints and can be conditioned to meet all related performance criteria and development standards.

(3) Granting the permit would not be detrimental to the public interest, health, safety, convenience, welfare, or materially injurious to persons, property, or improvements in the vicinity in which the project is located.

CARE CA’s MND comments provided the City with substantial evidence demonstrating that the Project will conflict with finding number three. Specifically, the Project will result in significant air quality impacts during operations that would be detrimental to the health and safety of nearby residents. Additionally, the Project’s construction noise impacts on previously undisclosed nearby sensitive receptors will result in significant impacts. These impacts precluded the Planning Commission from making the findings required under the Code.

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I. CONCLUSION

As a result of these errors, the City Planning Commission’s adoption of the MND, and the approval of Master Case No. 20-083 violated CEQA and must be overturned. We urge the City Council to grant our appeal and order the preparation of an EIR for the Project. Thank you for your attention to this important matter.

Sincerely,

Kevin Carmichael

KTC:ljl
228

EXHIBIT 1
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KEVIN T. CARMICHAEL
CHRISTINA M. CARO
THOMAS A. ENSLOW
KELILAH D. FEDERMAN
RICHARD M. FRANCO
ANDREW J. GRAF
TANYA A. GULESSERIAN
RACHAEL E. KOSS
AIDAN P. MARSHALL
TARA C. RENGIFO

Of Counsel
MARC D. JOSEPH
DANIEL L. CARDOZO

SO. SAN FRANCISCO OFFICE

601 GATEWAY BLVD., SUITE 1000
SO. SAN FRANCISCO, CA 94080
T E L : ( 6 5 0 ) 5 8 9 - 1 6 6 0
F A X : ( 6 5 0 ) 5 8 9 - 5 0 6 2

ADAMS BROADWELL JOSEPH & CARDOZO

A PROFESSIONAL CORPORATION

A T T O RN E Y S A T L A W

5 2 0 C A P I T O L M A L L , S U I T E 3 5 0
S A C R A M E N T O , C A 95814 - 47 21
___________

T E L : ( 9 1 6 ) 4 4 4- 6 2 0 1
F A X : ( 9 1 6 ) 4 4 4- 6 2 0 9
k c a r m i c h a e l@ a d a m s b r o a d w e l l . c o m

printed on recycled paper

January 17, 2023

Via Electronic Submission

Cathline Fort, Chair
Planning Commission
c/o Planning Department
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Email: [email protected]

Salvador Quintanilla, Senior Planner
Planning Department
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Email: [email protected]

Re: Planning Commission Agenda Item PH-A: Fontana Square Project (Master Case No. 20-083); Initial Study/Mitigated Negative Declaration

Dear Chair Fort, Commissioners and Mr. Quinanilla:

We are writing on behalf Californians Allied for a Responsible Economy (“CARE CA”) to provide comments to the Planning Commission on agenda item PH- A1, the Fontana Square Project (“Project”), Master Case No. 20-083; Tentative Parcel Map No. 20464 (TPM No. 20-021); Conditional Use Permit No. 20-025; Conditional Use Permit No. 22-018; Conditional Use Permit No. 22-019; Conditional Use Permit No. 22-028; Design Review Project No. 20-031; Variance No. 22-001; and the Initial Study/Mitigated Negative Declaration (“MND”) prepared by the City of Fontana (“City”) for the Project.2 The Project is proposed by Jinder Singh (“Applicant”).

1 City of Fontana, Planning Commission, Agenda Item PH-A (January 17, 2023) available at https://fontana.legistar.com/LegislationDetail.aspx?ID=5990628&GUID=0B5964C3 -BCB3-4F2D- 871B-39296A0756C7&Options=&Search=
2 City of Fontana, Fontana Square Project, Initial Study/Mitigated Negative Declaration (hereinafter “MND”) (December 2022) available at
https://www.fontana.org/DocumentCenter/View/40634/Fontana-Square-Project-Public-Draft-Initial- Study-Mitigated-Negative-Declaration
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The Project is located at 16014 South Highland Avenue, south of State Route 210 (“SR 210”), north of South Highland Avenue, west of Catawba, and east of Citrus Avenue, in the City of Fontana assessor parcel numbers (“APN”) 0228-301-01 through -08, 0228-310- 20, -21, -22, -23, 0228-310-33 through -49, - 51, and 52.3

The Project proposes the construction of a banquet hall (“Development A”), a Holiday Inn Express Hotel & Suite and a Staybridge Suites (“Development B”), a convenience (“C-Store”)/Restaurant (“Development C”), and an In-N-Out Burger (“Development D”).4 The establishments would be generally located closer to the northern property boundary with most of the vehicle parking stalls along S.

Highland Avenue, Citrus Avenue.5 Parking is also provided throughout the site and between the various establishments.6

This hearing is premature and in violation of the California Environmental Quality Act7 (“CEQA”) because the public comment period for the MND is still ongoing and the MND fails to meet CEQA’s requirements to disclose and mitigate the Project’s potentially significant impacts. As discussed herein, based upon our preliminary review of the MND and supporting documentation, we conclude that the MND fails to comply with the requirements of CEQA. The MND fails to identify the Project’s potentially significant environmental impacts and fails to propose enforceable measures that can reduce those impacts to a less than significant level, as required by CEQA. Due to the MND’s inadequacies, there is more than a fair argument that the Project will result in potentially significant, unmitigated impacts relating to air quality, public health, GHG, noise, and public safety. The City may not approve the Project until it prepares an environmental impact report (“EIR”) that adequately analyzes the Project’s potentially significant direct, indirect and cumulative impacts, and incorporates all feasible mitigation measures to avoid or minimize these impacts.

As the decision maker for the Project’s entitlements,8 the Planning Commission has a duty to consider the Project’s CEQA document, together with any comments received during the public review process, before approving the Project.9 The Commission also has a duty to certify a legally adequate CEQA document for

3 MND, p. 4.
4 MND, p. 5.
5 MND, p. 5.
6 MND, p. 5.
7 Pub. Resources Code, §§ 21000 et seq.; 14 Cal. Code Regs. (“C.C.R”) §§ 15000 et seq. (“CEQA Guidelines”).
8 Fontana Municipal Code (“FMC”) §§ 30-120, 30-150.
9 14 Cal. Code Regs. § 15074(b).
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the Project,10 and may not approve the Project’s other entitlements if the Project has significant, unmitigated environmental or public health and safety impacts.11 CARE CA urges the Planning Commission to continue this hearing to a later date to allow the Commission adequate time to consider public comments on the MND, and to prepare a legally adequate EIR for the Project.12

We prepared these comments with the assistance of air quality and hazards experts James Clark, Ph.D., of Clark and Associates, and Derek Watry of Wilson- Ihrig. Dr. Clark’s technical comments and curricula vitae are attached hereto as Attachment A.13 Mr. Watry’s technical comments and curricula vitae are attached hereto as Attachment B.14

I. STATEMENT OF INTEREST

CARE CA is an unincorporated association of individuals and labor organizations that may be adversely affected by the potential public and worker health and safety hazards, and the environmental impacts of the Project. The coalition includes Fontana residents Juan Devora, Albert Garcia, and Ruben Sanchez, the District Council of Ironworkers, Southern California Pipe Trades DC 16, along with their members, their families, and other individuals who live and work in and around the City of Fontana.

CARE CA advocates for protecting the environment and the health of their communities’ workforces. CARE CA seeks to ensure a sustainable construction industry over the long-term by supporting projects that offer genuine economic and employment benefits, and which minimize adverse environmental and other impacts on local communities. CARE CA members live, work, recreate, and raise their families in the City of Fontana and surrounding communities. Accordingly, they would be directly affected by the Project’s environmental and health and safety impacts. Individual members may also work on the Project itself. They will be first in line to be exposed to any health and safety hazards that exist onsite.

10 Pub. Resources Code §§ 21002;
11 See e.g. FMC § 30-150(3).
12 We reserve the right to supplement these comments at later hearings and proceedings on the Project. Gov. Code § 65009(b); Pub. Resources Code § 21177(a); Bakersfield Citizens for Local Control v. Bakersfield (“Bakersfield”) (2004) 124 Cal. App. 4th 1184, 1199-1203; see Galante Vineyards v. Monterey Water Dist. (1997) 60 Cal. App. 4th 1109, 1121. 13 Attachment A: Letter from James Clark (“Clark Comments”). 14 Attachment B: Letter from Derek Watry (“Watry Comments”) 232
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In addition, CARE CA has an interest in enforcing environmental laws that encourage sustainable development and ensure a safe working environment for its members. Environmentally detrimental projects can jeopardize future jobs by making it more difficult and more expensive for business and industry to expand in the region, and by making the area less desirable for new businesses and new residents. Indeed, continued environmental degradation can, and has, caused construction moratoriums and other restrictions on growth that, in turn, reduce future employment opportunities.

II. THE PLANNING COMMISSION HEARING IS PREMATURE

This hearing is premature and in violation of CEQA because the public comment period for the MND is still open, and the Planning Commission will not have adequate opportunity to consider all public comments and correct the deficiencies in the City’s CEQA document before being asked to approve the Project.

CEQA requires the lead agency to receive and consider all public comments received on the MND.15 The purpose of the public comment period is to foster public participation.16 CEQA Guidelines § 15074(b) states:

The decision -making body shal l adopt the proposed negative declaration or mitigated negative declaration only if it finds on the basis of the whole record before it (including the initial study and any comments received), that there is no substantial evidence that the project will hav e a significant effect on the environment and that the negative declaration or mitigated negative declaration reflects the lead agency's independent judgment and analysis.17

The Planning Commission is the decision maker for the Project’s entitlements, and is therefore the decision making body charged with considering public comments on the CEQA document before approving the Project.18 Holding a Planning Commission meeting to consider and approve the Project before the City has reviewed and responded to these comments on the MND would be a violation of

15 14 Cal. Code Regs. § 15074(b).
16 14 Cal. Code Regs § 15201.
17 14 Cal. Code Regs. § 15074(b) (emphasis added).
18 Id.; FMC §§ 30-120, 30-150.
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CEQA. The Notice of Intent to adopt the MND does not set a cutoff time for submission of public comments on January 17, indicating that comments may be submitted anytime of the day or evening. The Planning Commission hearing is scheduled for 6:00 p.m. during the last day of the public comment period. The hearing therefore occurs before the close of the MND public comment period and may preclude the Planning Commission from considering all comments received on the MND and from exercising independent judgement and analysis in approving the Project, as required by CEQA.

The City must continue the Planning Commission hearing to a later date after the City has had an opportunity to evaluate these, and any other comments from the public on the MND. This would allow for meaningful participation by the public and the detailed consideration of the Project’s environmental impacts that CEQA requires.

III. THE CITY FAILED PROVIDE TIMELY ACCESS TO DOCUMENTS

INCORPORATED BY REFERENCE IN THE MND

The City violated CEQA and improperly truncated the MND public comment period by failing to make all documents referenced or relied on in the MND available for public review during the public comment period. As a result, CARE CA was unable to complete its review and analysis of the MND and its supporting evidence during the current public comment period. Our request for a further extension was not acknowledged by the City and therefore effectively denied.

CEQA requires that “all documents referenced in the… negative declaration are available for review” and readily accessible during the entire comment period.

The courts have held that the failure to provide even a few pages of a CEQA document for a portion of the CEQA public review period invalidates the entire CEQA process, and that such a failure must be remedied by permitting additional public comment.

On January 4, 2023, CARE CA submitted a letter to the City, pursuant to CEQA Section 21092(b)(1), requesting “immediate access to any and all documents referenced or relied upon” in the MND (emphasis added) (“CEQA Request”).19 Subsequently, on January 12, 2023 we submitted a request to extend the public review and comment period for the MND and identified specific MND

19 Letter from Adams, Broadwell, Joseph & Cardozo (“ABJC”) re Request for Immediate Access to Documents Referenced in the Mitigated Negative Declaration for the Fontana Square Project (January 4, 2023).
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reference documents and records that were not released by the City with the MND, were not available online, and were not made available to CARE CA upon request.20 To date, the City has not responded to our request.

The courts have held that the failure to provide even a few pages of a CEQA documents for a portion of the CEQA review period invalidates the entire CEQA process, and that such a failure must be remedied by permitting additional public comment.21 It is also well settled that an MND may not rely on hidden studies or documents that are not provided to the public.22 By failing to make all documents referenced in the MND “readily available” during the current comment period, the City has violated the clear procedural mandates of CEQA, to the detriment of CARE CA and other members of the public who wish to meaningfully review and comment on the MND.

We request that the City provide CARE CA with immediate access to all MND reference documents that are not currently available on its website, and restart the public comment period for the MND once access to the documents has been provided. We reserve our right to submit supplemental comments on the MND and the Project at a future date following our review of these documents.

IV. AN EIR IS REQUIRED

CEQA requires that lead agencies analyze any project with potentially significant environmental impacts in an EIR. “Its purpose is to inform the public and its responsible officials of the environmental consequences of their decisions before they are made. Thus, the EIR protects not only the environment, but also informed self-government.” The EIR has been described as “an environmental ‘alarm bell’ whose purpose it is to alert the public and its responsible officials to environmental changes before they have reached ecological points of no return.”

CEQA’s purpose and goals must be met through the preparation of an EIR, except in certain limited circumstances. CEQA contains a strong presumption in favor of requiring a lead agency to prepare an EIR. This presumption is reflected in the “fair argument” standard. Under that standard, a lead agency “shall” prepare

20 Letter from ABJC re Request to Extend the Public Review and Comment Period for the Mitigated Negative Declaration and Continue the Planning Commission Hearing – Fontana Square Project (Master Case No. 20-083) (January 12, 2023).
21 Ultramar v. South Coast Air Quality Man. Dist. (1993) 17 Cal.App.4th 689, 699. 22 Santiago County Water District v. County of Orange (1981) 118 Cal.App.3rd 818, 831 (“Whatever is required to be considered in an EIR must be in that formal report; what any official might have known from other writings or oral presentations cannot supply what is lacking in the report.”). 235
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an EIR whenever substantial evidence in the whole record before the agency supports a fair argument that a project may have a significant effect on the environment.

In contrast, a mitigated negative declaration may be prepared only when, after preparing an initial study, a lead agency determines that a project may have a significant effect on the environment, but: (1) revisions in the project plans or proposals made by, or agreed to by, the applicant before the proposed negative declaration and initial study are released for public review would avoid the effects or mitigate the effects to a point where clearly no significant effect on the environment would occur, and (2) there is no substantial evidence in light of the whole record before the public agency that the project, as revised, may have a significant effect on the environment.

Courts have held that if “no EIR has been prepared for a nonexempt project, but substantial evidence in the record supports a fair argument that the project may result in significant adverse impacts, the proper remedy is to order preparation of an EIR.” The fair argument standard creates a “low threshold” favoring environmental review through an EIR, rather than through issuance of a negative declaration. An agency’s decision not to require an EIR can be upheld only when there is no credible evidence to the contrary.

“Substantial evidence” required to support a fair argument is defined as “enough relevant information and reasonable inferences from this information that a fair argument can be made to support a conclusion, even though other conclusions might also be reached.” According to the CEQA Guidelines, when determining whether an EIR is required, the lead agency is required to apply the principles set forth in Section 15064, subdivision (f):

[I]n marginal cases where it is not clear whether there is substantial evidence that a project may have a significant effect on the environment, the lead agency shall be guided by the following principle: If there is disagreement among expert opinion supported by facts over the significance of an effect on the environment, the Lead Agency shall treat the effect as significant and shall prepare an EIR.

Furthermore, CEQA documents, including EIRs and MNDs, must mitigate significant impacts through measures that are “fully enforceable through permit conditions, agreements, or other legally binding instruments.” Deferring formulation of mitigation measures to post-approval studies is generally impermissible. Mitigation measures adopted after Project approval deny the public 236
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the opportunity to comment on the Project as modified to mitigate impacts. If identification of specific mitigation measures is impractical until a later stage in the Project, specific performance criteria must be articulated and further approvals must be made contingent upon meeting these performance criteria. Courts have held that simply requiring a project applicant to obtain a future report and then comply with the report’s recommendations is insufficient to meet the standard for properly deferred mitigation.

With respect to this Project, the MND fails to satisfy the basic purposes of CEQA. The City failed to adequately investigate, analyze, and disclose the Project’s potentially significant air quality, health risk, health hazards and noise impacts.

Therefore, the City’s conclusions that the Project will have less than significant air quality, public health and noise impacts are unsupported. Whereas the City lacks substantial evidence to support its conclusions, Dr. Clark and Mr. Watry provide substantial evidence that the Project may result in potentially significant public health, air quality and noise impacts from construction and operation. Therefore, there is a fair argument the Project may cause significant impacts requiring the preparation of an EIR.

V. THE MND FAILS TO INCLUDE A COMPLETE PROJECT

DESCRIPTION

The MND does not meet CEQA’s requirements because it fails to include a complete project description, rendering the entire analysis inadequate. Without a complete project description, the environmental analysis under CEQA will be impermissibly narrow, thus minimizing the Project’s impacts and undercutting public review.23

CEQA places the burden of environmental investigation on the lead agency rather than the public. Accordingly, a lead agency may not hide behind its failure to obtain a complete and accurate project description.24 CEQA Guidelines Section 15071 requires that an MND accurately describe the project and its location and boundaries.25 California courts have repeatedly held that “an accurate, stable and finite project description is the sine qua non of an informative and legally sufficient [CEQA document].”26 In contrast, an inaccurate or incomplete project description renders the analysis of environmental impacts inherently unreliable. Without a

23 See, e.g., Laurel Heights Improvement Assn. v. Regents of the Univ. of Cal. (1988) 47 Cal.3d 376. 24 Sundstrom v. County of Mendocino (1988) 202 Cal.App.3d 296, 311. 25 14 Cal. Code Regs. § 15071(a), (b) (hereafter “CEQA Guidelines”). 26 County of Inyo v. City of Los Angeles (3d Dist. 1977) 71 Cal.App.3d 185, 193. 237
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complete project description, the environmental analysis under CEQA will be impermissibly narrow, thus minimizing the project’s impacts and undercutting public review.27

A. The MND Fails to Identify All Nearby Sensitive Receptors

The MND states that the nearest sensitive receptors to the Project site are the single-family residences located 105 feet (32 meters) to the south of the Project on the opposite side of South Highland Avenue.28 This is incorrect. The MND fails to identify a residence located immediately adjacent to the Project site above the Sunrise Market located at 15911 Highland Avenue. A listing for sale on Loopnet.com states that the property at 15911 Highland Avenue includes a three- bedroom apartment above the convenience store.29 The City’s failure to identify sensitive receptors residing at this location results in a failure to identify noise and air quality impacts on the closest residents to the Project site. The City must prepare an EIR that identifies all nearby sensitive receptors and properly analyzes the Project’s potential impacts.

VI. THE MND LACKS SUBSTANTIAL EVIDENCE TO CONCLUDE
THAT THE PROJECT’S HEALTH RISK IMPACTS WOULD BE

LESS THAN SIGNIFICANT AND SUBSTANTIAL EVIDENCE

SUPPORTS A FAIR ARGUMENT THAT IMPACTS ARE

SIGNIFICANT AND UNMITIGATED

The MND’s conclusion that the Project’s construction and operational public health impacts from toxic air contaminant (“TAC”) emissions are less than significant with mitigation is not based on substantial evidence, as required by CEQA.30

First, the MND fails to quantify the Project’s construction health risk, as required by CEQA, and relies on irrelevant significance thresholds. As a result, the MND lacks supporting evidence for its conclusion that the health risk posed to nearby sensitive receptors from exposure to TAC’s released during Project construction would be less than significant.

27 See, e.g., Laurel Heights Improvement Association v. Regents of the University of California (1988) 47 Cal.3d 376.
28 MND, p. 73.
29 https://www.loopnet.com/Listing/15911-Highland-Ave-Fontana-CA/17451352/ 30 CEQA Guidelines § 15384(a).
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Second, there is substantial evidence supporting a fair argument that the Project’s operational health risk is significant and unmitigated. Dr. Clark reviewed the MND and found that the MND underestimates the Project’s emissions of TACs, including hazardous air pollutants (“HAPs”).31 Dr. Clark’s corrected analysis of the Project’s operational air emissions demonstrates that the Project may result in significant undisclosed health risk impacts. The City must prepare an EIR to analyze and mitigate these potentially significant impacts, as required by law.

A. The MND Fails to Disclose and Analyze Potentially Significant Construction Air Quality Health Risks

The MND fails to provide support for the finding that the Project’s potential construction health risks are less than significant because the MND fails to quantify the health risk posed by the Project’s construction-related TAC emissions on nearby sensitive receptors. The MND also relies on an irrelevant significant threshold which addresses criteria pollutant emissions and lacks a threshold for assessing cancer risk posed by TAC exposure.

The MND states that “the maximum daily emissions of pollutants during each phase of construction would not result in significant concentrations of pollutants at nearby sensitive receptors. Significant impacts would not occur concerning LSTs [localized significance thresholds] during construction.”32 Dr. Clark explains that LSTs are appropriate when determining whether a Project will generate criteria air pollutants in excess of established thresholds.33 However, LSTs are not appropriate to determine the Project’s TAC emissions.34 As he explains, there are no LSTs for TACs, instead, the determination of risk from TACs must be based on a quantitative risk analysis of the Project’s emissions.35 The MND therefore fails to provide any analysis or substantial evidence justifying the finding of no construction health risk impact from TACs.36

Dr. Clark explains that TACs, including diesel particulate matter (“DPM”) which is a common construction-related air pollutant, contribute to a host of respiratory impacts and may lead to the development of various cancers and that

31 See Cal. Health & Safety Code §§ 39655, 39657(b) (substances which have been listed as federal hazardous air pollutants pursuant to section 7412 of Title 42 of the United States Code are TACs under California’s air toxics program).
32 MND, p. 75.
33 Clark Comments, p. 7.
34 Clark Comments, p. 7.
35 Clark Comments, p. 7.
36 Kings County Farm Bureau v. City of Hanford (1990) 221 Cal.App.3d 692, 732. 239
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brief exposures to the TACs could lead to the development of adverse health impacts over the life of an individual.37 Because DPM is a TAC, it is a different air pollutant than criteria particulate matter emissions evaluated in the LSTs, such as PM10, PM2.5, and fugitive dust.38

A lead agency’s significance determination must be supported by accurate scientific and factual data.39 An agency cannot conclude that an impact is less than significant unless it produces rigorous analysis and concrete substantial evidence justifying the finding.40

These standards apply to an agency’s analysis of public health impacts of a project under CEQA. In Sierra Club v. County of Fresno, the California Supreme Court affirmed CEQA’s mandate to protect public health and safety by holding that an EIR fails as an informational document when it fails to disclose the public health impacts from air pollutants that would be generated by a development project.41 In Sierra Club, the Supreme Court held that the EIR for the Friant Ranch Project—a 942-acre master-planned, mixed-use development with 2,500 senior residential units, 250,000 square feet of commercial space, and open space on former agricultural land in north central Fresno County—was deficient as a matter of law in its informational discussion of air quality impacts as they connect to adverse human health effects.42 As the Court explained, “a sufficient discussion of significant impacts requires not merely a determination of whether an impact is significant, but some effort to explain the nature and magnitude of the impact.”43 The Court concluded that the County’s EIR was inadequate for failing to disclose the nature and extent of public health impacts caused by the project’s air pollution.

37 Clark Comments, p. 7.
38 Clark Comments, p. 7.
39 14 C.C.R. § 15064(b).
40 Kings County Farm Bureau, 221 Cal.App.3d at 732.
41 Sierra Club, 6 Cal.5th at 518–522.
42 Id. at 507–508, 518–522.
43 Id. at 519, citing Cleveland National Forest Foundation v. San Diego Assn. of Governments (2017) 3 Cal.5th 497, 514–515.
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As the Court explained, the EIR failed to comply with CEQA because after reading the EIR, “the public would have no idea of the health consequences that result when more pollutants are added to a nonattainment basin.”44 CEQA mandates discussion, supported by substantial evidence, of the nature and magnitude of impacts of air pollution on public health.45

Furthermore, in Berkeley Jets, the Court of Appeal held that a CEQA document must analyze the impacts from human exposure to toxic substances.46 In that case, the Port of Oakland approved a development plan for the Oakland International Airport.47 The EIR admitted that the Project would result in an increase in the release of toxic air contaminants (“TACs”) and adopted mitigation measures to reduce TAC emissions, but failed to quantify the severity of the Project’s impacts on human health.48 The Court held that mitigation alone was insufficient, and that the Port had a duty to analyze the health risks associated with exposure to TACs.49 As the CEQA Guidelines explain, “[t]he EIR serves not only to protect the environment but also to demonstrate to the public that it is being protected.”50

Just as the Port of Oakland in Berkeley Jets could not get away with its failure to quantify the severity of the impacts of TACs on human health, the City here cannot neglect to fully and accurately analyze the impacts of this Project’s emissions on the health of nearby receptors.51 The City here did not even acknowledge the significance of these emissions or attempt to mitigate them, meaning that the City here has committed an even more egregious violation of CEQA.52

44 Id. at 518. CEQA’s statutory scheme and legislative intent also include an express mandate that agencies analyze human health impacts and determine whether the “environmental effects of a project will cause substantial adverse effects on human beings, either directly or indirectly.” (Public Resources Code § 21083(b)(3) (emphasis added).) Moreover, CEQA directs agencies to “take immediate steps to identify any critical thresholds for the health and safety of the people of the state and take all coordinated actions necessary to prevent such thres holds being reached.” (Public Resources Code § 21000(d) (emphasis added).) 45 Sierra Club, 6 Cal.5th at 518–522.
46 Berkeley Jets, 91 Cal.App.4th at 1369–1371.
47 Id. at 1349–1350.
48 Id. at 1364–1371.
49 Id.
50 14 C.C.R. § 15003(b).
51 Berkeley Jets, 91 Cal.App.4th at 1364–1371.
52 Id.
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The Office of Environmental Health Hazard Assessment’s (“OEHHA”) risk assessment guidelines are also instructive because they recommend a formal health risk assessment (quantitative health risk analysis) for short-term construction exposures lasting longer than two months, and recommend that exposures from projects lasting more than six months should be evaluated for the duration of the project.53 Health risk assessments are commonly conducted to determine if a Project’s construction HAP emissions would cause a significant health impact.54 The health risk assessment quantifies pollutants other than conventional air quality pollutants, that is, other than ROG, NOx, PM10, PM2.5, CO, and SO2.55 Construction equipment emits DPM, which is a TAC/HAP and potent carcinogen.56

According to the MND, construction of the Project will last for up to 18 months.57 Human exposure to construction TACs during that time period may result in a significant, increased cancer risk which the MND fails to assess.58 This time period also exceeds OEHHA’s health-based recommended two-month threshold to prepare a health risk assessment for the construction phase of the Project.

The City must prepare a detailed health risk analysis (“HRA”) for Project construction and present the results of its analysis in an EIR. If the resulting cancer risk exceeds applicable thresholds of significance, additional mitigation must be required.

53 Office of Environmental Health Hazard Assessment (“OEHHA”), Risk Assessment Guidelines:

Guidance Manual for Preparation of Health Risk Assessments, February 2015 (“OEHHA 2015”), Section 8.2.10: Cancer Risk Evaluation of Short Term Projects, pp. 8-17/18, available at https://oehha.ca.gov/air/crnr/notice-adoption-air-toxics-hot-spots-program-guidance-manual- preparation-health-risk-0.
54 Office of Environmental Health Hazard Assessment (OEHHA), Risk Assessment Guidelines:

Guidance Manual for Preparation of Health Risk Assessment, February 2015; https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf. 55 Clark Comments, p. 7.
56 Cal/EPA OEHHA and American Lung Association of California, Health Effects of Diesel Exhaust; https://oehha.ca.gov/media/downloads/calenviroscreen/indicators/diesel4-02.pdf. See also OEHHA, Appendix A: Hot Spots Unit Risk and Cancer Potency Values, p. 1 (DPM unit risk = 3 E -4); https://oehha.ca.gov/media/CPFs042909.pdf and OEHHA, Diesel Exhaust Particulate; https://oehha.ca.gov/chemicals/diesel-exhaust-particulate#:~:text=Cancer %20Potency%20Information&text=Listed%20as%20Particulate%20Emissions%20from,(ug%2Fm3)% 2D1.
57 MND, p. 70.
58 Clark Comments, p. 6.
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B. The Project’s Operational Cancer Risk from Vehicle Exhaust is Significant

The MND lacks an operational HRA for the Project, thereby depriving decisionmakers from determining whether the Project will result in a significant health risk to nearby sensitive receptors. Dr. Clark prepared a screening level analysis of the Project’s operational cancer risk and determined that the Project will exceed the SCAQMD threshold of significance for cancer risk, which finds a significant impact for an incremental increase in cancer risk greater than 10 in one million at any off-site receptor.59 Dr. Clark’s analysis provides substantial evidence supporting a fair argument that the Project has a significant, unmitigated operational health risk.

Dr. Clark modeled the Project’s emissions using OEHHA’s HARP 2 Standalone Risk software and found that the cumulative risk for exposure of residents during the 30 years of operation assuming the averaged DPM concentration of 0.039 ug/m3 is 33.8 in 1,000,000.60 Dr. Clark’s findings show that the operational cancer risk stemming from the Project will exceed the 10 in one million threshold at several homes in the neighborhoods to the south of the Project site, resulting in a significant impact.61 When an impact exceeds an established significance threshold, the agency must disclose in the CEQA document that the impact is significant.62 The MND fails to disclose this significant health impact, in violation of CEQA.

Dr. Clark explains that the increased cancer risk from Project operation mainly comes from exhaust emissions from vehicles moving through the Project site which the MND’s air quality analysis failed to analyze in an HRA.63 Dr. Clark used meteorological data from SCAQMD for the Fontana monitoring station and modeled the concentrations of Project generated exhaust at the homes south of the Project Site. Figure 1 below shows the resulting concentration of exhaust emissions from the Project.

59 SCAQMD Thresholds of Significance Table; http://www.aqmd.gov/docs/default- source/ceqa/handbook/scaqmd-air-quality-significance-thresholds.pdf 60 Clark Comments, p. 12.
61 Clark Comments, p. 12.
62 CBE v. CRA, 103 Cal.App.4th at 110-111; Schenck v. County of Sonoma (2011) 198 Cal.App.4th 949, 960; CBE v. SCAQMD, 48 Cal.4th at 327 (impact is significant because exceeds “established significance threshold for NOx … constitute[ing] substantial evidence supporting a fair argument for a significant adverse impact”).
63 Clark Comments, p. 12.
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Figure 1: Annual Project Exhaust Concentration

The City must perform an HRA for Project construction and operation, disclose health risk impacts which exceed applicable thresholds, and mitigate the Project’s significant health risk impacts in an EIR.

VII. THE MND LACKS SUBSTANTIAL EVIDENCE TO CONCLUDE

THAT THE PROJECT WOULD HAVE LESS THAN SIGNIFICANT

HAZARDOUS MATEIRALS AND PUBLIC HEALTH IMPACTS

FROM DISTURBANCE OF CONTAMINATED SOIL

A. The MND Fails to Analyze the Impacts from Disturbance of Potential Contamination from the Kaiser Steel Mill

The MND states that the Project will not create a significant hazard to the public or the environment through the reasonably foreseeable upset and accident conditions involving the release of hazardous materials.64 However, the MND fails to disclose the extent of existing soil contamination at the Project site, and fails to analyze the impacts of disturbing contamination during Project construction.

64 MND, pp. 131-132.
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The Project site is located approximately 3.4 miles to the northeast of the original Kaiser Steel Mill (“KSM”), located on approximately 1,200 acres in Fontana.65 The KSM was an integrated steel production plant that the Kaiser Steel Corporation owned and operated from approximately 1942 to 1983.66 Studies of the steel mill found that it emitted large quantities of carcinogenic compounds that will persist in the environment and that the emission controls on the plant were deficient.67 Dr. Clark states that emissions of arsenic, cadmium, and polycyclic organic matter, which are not subject to degradation in the environment, would have covered the area of the Project site and present a recognized environmental concern (“REC”) for the Project site.

In Cal. Building Industry Ass’n v. Bay Area Air Quality Mgmt. Dist.,68 the California Supreme Court held that the disturbance of contaminated soil is a potentially significant impact which requires disclosure and analysis of health and safety impacts in an EIR.69 The Court explained that “when a proposed project risks exacerbating those environmental hazards or conditions that already exist, an agency must analyze the potential impact of such hazards on future residents or users.”70

Dr. Clark’s comments provide substantial evidence that carcinogenic compounds including polycyclic aromatic hydrocarbons, arsenic, cadmium, and benzene may be found on the Project site.71 The MND failed to include a Phase I or Phase II environmental site assessment (“ESA”) and failed to analyze the potential for soil contamination onsite. Soil will be disturbed during the Project’s excavation and construction phases. Disturbance of any residual, unmitigated contamination in the soil may present a significant public health risk to construction workers working on the Project, and the public nearby.72 The City lacks substantial evidence to support the MND’s conclusion that soil disturbance would result in a less than significant impact under CEQA.73
The City must fully analyze and mitigate the potential health and safety risks arising from disturbing contaminants in the soil on the Project site. Dr. Clark

65 Clark Comments, p. 13.
66 Clark Comments, p. 13.
67 Clark Comments, pp. 13-14.
68 (2015) 62 Cal.4th 369.
69 Cal. Building Industry Ass’n v. Bay Area Air Quality Mgmt. Dist. (“CBIA v. BAAQMD”) (2015) 196 Cal.Rptr.3d 94 at 105-106; 14 CCR § 15126.2(a).
70 Id. at 377.
71 Clark Comments, p. 14.
72 Clark Comments, p. 15.
73 CBIA v. BAAQMD, 196 Cal.Rptr.3d 94 at 105-106; 14 CCR § 15126.2(a). 245
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recommends that the City prepare a Phase II subsurface investigation to analyze potential soil contamination at the Project site.74 The City must also calculate the potential health risks associated with the exposure of nearby residents to disturbed soil and provide adequate mitigation for such exposure. The City must present the results of these studies in an EIR.

VIII. THE MND LACKS SUBSTANTIAL EVIDENCE TO CONCLUDE
THAT THE PROJECT’S GHG IMPACTS ARE LESS THAN

SIGNIFICANT

A. The MND’s Mitigation of GHG Impacts is Nonbinding and Improperly Deferred

The MND concludes that the Project’s GHG impacts will be significant without mitigation.75 To reduce Project GHG emissions, the MND relies in part on reductions in mobile source emissions through implementation of a transportation demand management (“TDM”) program that would be implemented as part of the occupancy permits for future tenants, as noted in MM GHG-3.76 MM GHG-3 provides:

Prior to issuance of occupancy permits, the Project operator shall prepare and submit a Transportation Demand Management (TDM) program detailing strategies that would reduce the use of single occupant vehicles by employees by increasing the number of trips by walking, bicycle, carpool, vanpool, and transit. The TDM shall include, but is not limited to the following:
• Carpooling encouragement
• Ride-matching assistance
• Preferential carpool parking
• Flexible work schedules for carpools
• Half time transportation coordinator
• Vanpool assistance
• Promote bicycling and walking through design features such as secure bicycle storage, showers for employees, lockers, etc. around the project site.

MM GHG-3 is nonbinding and improperly deferred.

74 Clark Comments, p. 15.
75 MND, p. 122.
76 MND, p. 122.
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In City of Hayward v. Board of Trustees of the California State University,77 the court considered whether a project’s TDM program constituted improperly deferred mitigation. The project was a master plan to guide development of a college campus for the next 20–30 years. The master plan anticipated a significant increase in traffic and parking demand. Because the master plan covered a long-range development program and was based on projections of growth that may or may not occur, the lead agency fashioned mitigation that would allow it to retain the flexibility to select specific mitigation measures in the future. The EIR consequently designated, as mitigation measure “TRANS 1a,” the requirement that the lead agency “prepare a comprehensive TDM Implementation Plan that includes steps necessary to plan for, fund, implement, and monitor the effectiveness of the measures outlined in the Master Plan TDM section.”78 The TDM incorporated in the EIR detailed a range of sustainable transit policies that can be utilized to reduce single-occupancy. The TDM set minimum performance goals of reducing the percentage of single driver vehicle trips onto campus from the existing 79 percent to 64 percent, and increasing present transit use by 50 percent. The TDM also included a detailed monitoring program. The EIR concluded that while implementation of these mitigation measures will reduce the level of significance, the traffic and parking impacts will remain significant and unavoidable.

The court held that the TDM program was not improperly deferred, because the lead agency committed to perform the feasible mitigation measures included in the TDM:

While the Trustees have not committed to implementation of any particular measure that is specified in the TDM plan, the TDM is not illusory. The plan enumerates specific measures to be evaluated, it incorporates quantitative criteria and it sets specific deadlines for completion of the parking and traffic study and timelines for reporting to the city on the implementation and effectiveness of the measures that will be studied. The monitoring program which is an integral part of the plan ensures that the public will have access to the information necessary to evaluate compliance with the Trustees' obligations.

Although City of Hayward addressed the efficacy of a TDM program to mitigate traffic impacts, rather than GHG impacts, the court’s analysis of what do, and do not, constitute adequate performance standards for a TDM program is instructive on the MND’s failure to include adequate performance standards in MM

77 (2012) 143 Cal.Rptr.3d 265.
78 143 Cal.Rptr.3d 265, 282
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GHG-3 to ensure that the Project’s mobile source GHG emissions would be reduced to the extent claimed in the MND. While this Project is similar to the project in Hayward in that (1) it is a long-term development, (2) the mitigation measure allows for flexibility in selecting TDM measures due to the uncertainty of future development, MM GHG-3 lacks the quantitative criteria and monitoring program of the project in Hayward. For example, the project in Hayward required a monitoring program to conduct periodic traffic counts at the primary gateways ... to monitor the effectiveness of new TDM programs as they are implemented.79 Without performance standards to measure the effectiveness of the TDM program for this Project the mitigation is nonbinding, results in improperly deferred GHG mitigation, and as such, does not support the MND’s GHG reduction calculations.

Despite the illusory nature of MM GHG-3, the MND concludes that with implementation of the mitigation measure, Project GHG emissions from mobile sources will be reduced from 2,273.79 MTCO2E per year to 1,883.31 MTCO2E, bringing the Project’s total GHG emissions to 2,885.60 MTCO2E per year, just under SCAQMD’s screening threshold of 3,000 MTCO2E per year for non-industrial projects.80 The MND’s GHG appendix does not provide support for the claim that MM GHG-3 will actually reduce the Project’s GHG emissions under SCAQMD threshold, instead, the reductions in mobile source emissions are based on the TDM program that is yet to be created without explanation of how the results were calculated.

The City must prepare an EIR that includes additional enforceable mitigation measures to reduce the Project’s GHG emissions from mobile sources.

B. The MND Improperly Relies on MM GHG-2 to Reduce the
Project’s GHG Impacts

The MND states that, with mitigation, the Project will have negative GHG emissions from on-site generation of renewable energy.81 Specifically, the MND states that through the implementation of MM GHG-2, the Project will emit -669.87 MTCO2E per year. However, MM GHG-2 does not require the installation of solar panels or other renewable energy generation at the Project site. Therefore, the MND’s analysis of the Project’s mitigated emissions takes credit for renewable energy generation that is not required under the MND. MM GHG-2 states:

79 143 Cal.Rptr.3d 265, 282
80 MND, Appendix D, p. 22.
81 MND, p. 121.
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The project shall install solar photovoltaic (PV) panels or other source of renewable energy generation on-site, or otherwise acquire energy from the local utility that has been generated by renewable sources (for example, Southern California Edison Green Rate), that would provide 100 percent of the expected building load. The building shall include an electrical system and other infrastructure sufficiently sized to accommodate the PV arrays. The electrical system and infrastructure must be clearly labeled with noticeable and permanent signage.82

MM GHG-2 allows the Project to acquire energy from a local utility that has been generated by renewable sources in lieu of installing solar PV arrays. As a result, the MND cannot take on-site energy generation into account to reduce the Project’s expected GHG emissions. Like the reductions taken under MM GHG-3 noted above, the MND improperly relies on MM GHG-2 to reduce the Project’s GHG emissions to 2,885.60 MTCO2E per year, such that the Project falls under SCAQMD’s screening threshold of 3,000 MTCO2E per year. The Project will result in a significant GHG impact if solar panels are not used at the Project. Because there are no binding mitigation measures requiring solar panels at the Project, the Project will result in a significant GHG emissions impact.

The City must prepare an EIR that accurately analyzes the Project’s GHG emissions and implement enforceable mitigation measures to reduce the Project’s significant GHG emissions.

IX. SUBSTANTIAL EVIDENCE SUPPORTS A FAIR ARGUMENT

THAT THE PROJECT MAY RESULT IN POTENTIALLY

SIGNIFICANT NOISE IMPACTS

A. The Project May Result in Significant, Unmitigated
Construction Noise Impacts

The MND states that Project construction will not result in significant noise impacts to sensitive receptors. However, as explained above, the MND fails to identify a residential apartment located at 15911 Highland Avenue. According to Mr. Watry, when this additional sensitive receptor is considered, Project construction will result in a significant noise impact.

82 MND, p. 122 (emphasis added).
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Mr. Watry calculated the noise that will be generated by construction of Development B which will occur 39 feet from the apartment and found that noise will exceed the FTA’s threshold of 80 dBA during the demolition, site preparation, grading and building construction phases of the Project without mitigation.83 This is the same threshold used in the MND to determine whether the Project will result in a significant impact.84 Therefore, Project construction will result in a significant noise impact on nearby sensitive receptors.

The City must reanalyze the Project’s construction noise impacts in relation to the residence at 15911 Highland Avenue and propose additional mitigation to reduce the Project’s potentially significant noise impacts.

X. THE MND LACKS SUBSTANTIAL EVIDENCE TO CONCLUDE
THAT THE PROJECT’S PUBLIC SERVICES IMPACTS WOULD BE

LESS THAN SIGNIFICANT

A. The Project May Require New or Physically Altered Police Protection Facilities

The Project proposes to construct a banquet hall, a dual branded hotel (Holiday Inn Express / a Staybridge Suites), a Restaurant, and an In-N-Out Burger which will bring hundreds of commercial users to the site on a daily basis.

The MND states that the additional police services are not necessary and potential impacts on police protection due to implementation of the Project would be less than significant.85 The rationale for this conclusion is based on the fact that the Fontana Police Department maintains an approximate ratio of 1 officer to 1,000 City residents, that the Project will be designed with Crime Prevention through Environmental Design (“CPTED”) principles, and that development impact fees from the Project will fund continued FPD operations.

However, while the MND admits that “Project buildout would consequently increase the demand for police protection services in the city” it fails to quantify the amount of additional police protection needed for the Project, and fails to substantiate its claim that the Project’s design and development impact fees will not require additional police resources.86 The MND’s metric of one police officer per

83 Watry Comments, p. 5.
84 MND, p. 156.
85 MND, p. 168.
86 MND, p. 168.
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1000 residents does not address how police services are distributed to commercial uses like the project, nor does the MND provide any discussion of how many officers currently use the existing police facilities in the City or if the additional police services needed by the Project will necessitate construction of facilities to maintain the level of service necessary. The MND therefore lacks any evidence to support its erroneous conclusion that the Project will not require an increase in police protection facilities within the City.

Furthermore, there is is substantial evidence demonstrating that In-N-Out restaurants experience serious crime that requires police intervention, including violent crimes, murder, robberies, and armed police standoffs requiring multiple- officer responses and specially trained crime dogs.87 The City must revise the public services impacts analysis in an EIR and provide analysis of the impacts resulting from development of the Project.

XI. THE CITY LACKS SUBSTANTIAL EVIDENCE TO APPROVE THE
PROJECT’S LAND USE ENTITLEMENTS

The Project requires several discretionary entitlements and related approvals under local City plans and codes, including:

• Tentative Parcel Map No. 20464 (TPM No. 20-021) - to consolidate 31 parcels (APNs: 0228-301-01 through -08, 0228-310-20, -21, -22, -23, 0228- 310-33 through -49, -51, and 52) and vacate a portion of Highland Avenue into four parcels totaling 8.9 adjusted gross acres for the development of a commercial retail center.

• Variance No. 22-001 - to reduce the rear yard landscape setback abutting a freeway from 25 feet to a minimum of two (2) feet in certain locations at the rear of the project site.

• Conditional Use Permit No. 20-025 - to establish a dual branded hotel consisting of a 5- story, 75 room hotel (Holiday Inn Express) and a 5-story, 109 room hotel (Staybridge Suites Hotel) with various amenities.

• Conditional Use Permit No. 22-019 - to operate a State of California Alcohol Beverage Control (ABC) license type 47 (On-Sale General - Eating Place) for the place of assembly (banquet hall).

87 See Attachment C, 2017-2019 news articles re crime at California In-N-Out restaurants. 251
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• Conditional Use Permit No. 22-028 - to operate a place of assembly (banquet hall) within the Fontana Square commercial retail center.

• Design Review No. 20-031 - for the site and architectural review for the development of commercial retail center including a banquet hall, two hotels, a sit down restaurant/retail, and an In-N-Out drive-through restaurant on an approximately 8.9 adjusted gross acre site located within General Commercial (C-2) Zoning District.88

Each permit requires the City to make findings regarding land use consistencies and/or environmental factors. As discussed herein, there is substantial evidence supporting a fair argument that the Project has potentially significant, unmitigated impacts on air quality, GHG, noise and public services, that the MND fails to accurately disclose and fails to mitigate to less than significant levels. These unmitigated impacts create inconsistencies with several of the permits required for the Project.

Where a local or regional policy of general applicability, such as an ordinance, is adopted in order to avoid or mitigate environmental effects, a conflict with that policy constitutes a significant land use impact and, in itself, indicates a potentially significant impact on the environment.89 Any inconsistencies between a proposed project and applicable plans must be discussed in an EIR.90 A project’s inconsistencies with local plans and policies also constitute significant impacts under CEQA.91 The City must circulate an EIR to adequately disclose and mitigate the significant land use impacts discussed below.

Pursuant to the City of FMC § 30-150, the City Planning Commission must make the following findings for approval of the Project’s conditional use permit applications:

88 Planning Commission Agenda Item PH-A, Attachment No. 6 - Planning Commission Resolution, Findings, and Conditions of Approval (January 17, 2023) available at https://fontana.legistar.com/View.ashx?M=F&ID=11564406&GUID=FF156A23 -37E6-4700-A9E5- D8232364216A
89 See, Pocket Protectors v. Sacramento (2005) 124 Cal.App.4th 903. 90 14 CCR § 15125(d); City of Long Beach v. Los Angeles Unif. School Dist. (2009) 176 Cal. App. 4th 889, 918; Friends of the Eel River v. Sonoma County Water Agency (2003) 108 Cal. App. 4th 859, 874 (EIR inadequate when Lead Agency failed to identify relationship of project to relevant local plans) . 91 Endangered Habitats League, Inc. v. County of Orange (2005) 131 Cal.App.4th 777, 783-4, 32 Cal.Rptr.3d 177; see also, County of El Dorado v. Dept. of Transp. (2005) 133 Cal.App.4th 1376. 252
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(1) The proposed use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning and Development Code, Municipal Code, general plan, any applicable specific plan or area plan, and City regulations/standards.

Here, there is substantial evidence that the Project will conflict with finding number three. Specifically, the Project will result in significant air quality impacts during operations that would be detrimental to the health and safety of nearby residents. Additionally, the Project’s construction noise impacts on previously undisclosed nearby sensitive receptors will result in significant impacts precluding the Planning Commission from making the findings required under the Code.

Finally, the MND’s analysis of air quality ignores substantial evidence that the Census Tract 6071002301, which contains the Project site, is a designated disadvantaged community under Senate Bill 535.92

Census tract 6071002301is in the top 12th percentile of communities impacted by diesel particulate matter and the top 2nd percentile of communities impacted by ozone in the State of California.93 The City must reanalyze the air quality and health risk impacts of the Project and consider the public well-being of this already burdened community in an EIR. Given the Project’s location in a region with one of the nation’s worst records for air quality, in a disadvantaged community already overly burdened by exposure to harmful air contaminants, it is impossible to find that the Project is consistent with the findings required to approve the Project’s conditional use permits. The Project cannot be found to not be detrimental to the public interest, health, safety, convenience, welfare, or materially injurious to persons, property, or improvements in the vicinity in which the project is located.

92 California Office of Environmental Health Hazard Assessment, SB 535 Disadvantaged Communities (2022) available at https://oehha.ca.gov/calenviroscreen/sb535 93 Clark Comments, p. 6.
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The City must prepare an EIR that includes a statement of overriding considerations to justify the use of the Project site.

XII. CONCLUSION

CEQA requires that an EIR be prepared if there is substantial evidence demonstrating that any aspect of a project, either individually or cumulatively, may cause a significant effect on the environment.94 As discussed herein, there is substantial evidence supporting a fair argument that the Project would result in significant adverse impacts that were not identified in the MND, and that are not adequately analyzed or mitigated. The MND also fails to contain the basic information and analysis required by CEQA, deficiencies which “cannot be dismissed as harmless or insignificant defects.”95 The City’s findings regarding Project impacts either do not comply with the law or are not supported by substantial evidence. Finally, the City cannot make the required findings to approve the entitlements sought by the Applicant.

The Planning Commission cannot approve the Project until it revises the Project’s land use analysis and prepares an EIR that resolves these issues and complies with CEQA’s requirements.

Sincerely,

Kevin Carmichael

KTC:ljl

94 Pub. Resources Code § 21151; 14 CCR §15063(b)(1).
95 Bakersfield Citizens for Local Control v. Bakersfield (2004) 124 Cal. App. 4th 1184, 1220. 254

ATTACHMENT A
255
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January 12, 2022

Adams Broadwell Joseph & Cardozo
601 Gateway Boulevard, Suite 1000
South San Francisco, CA 94080

Attn: Mr. Kevin Carmichael
Subject: Comments O
n Initial Study/Mitigated Negative
Declaration (IS/MND) For Fontana Square Project,
16014 South Highland Avenue, Fontana, CA
Dear Mr. Carmichael:

At the request of Adams Broadwell Joseph & Cardozo (ABJC), Clark and Associates (Clark) has reviewed materials related to the December, 2022 City of Fontana ’s (the City’s) IS/MND of the above referenced project.

Clark’s review of the materials in no way constitutes a validation of the conclusions or materials contained within the plan. If we do not comment on a specific item this does not constitute acceptance of the item.

Project Description:

According to the IS/ MND1 the proposed Project is a commercial development composed of a banquet hall (Development A), a Holiday Inn Express Hotel & Suite and a Staybridge Suites (Development B), a convenience (C -Store)/Restaurant (Development C), and an In-N-Out Burger (Development D). The Project will be built on a vacant rectangular-shaped site on 8.876 acres. The IS/MND states that the establishments would be generally located closer to the northern property

1 Kimley-Horn and Associates. 2022. City of Fontana, Fontana Square Project, Initial Study/Mitigated Negative Declaration. December 2022. Pg 5
OFFICE
12405 Venice Blvd
Suite 331
Los Angeles, CA 90066
PHONE
310-907-6165
FAX
310-398-7626
EMAIL
[email protected]
Clark & Associates
Environmental Consulting, Inc.
256
2 | Page

boundary with most of the vehicle parking stalls along S. Highland Avenue, Citrus Avenue. Parking is also provided throughout the site and between the various establishments.

Figure 1: Site Location And Aerial Image of Project Site

The proposed Project would consist of a number of buildings (A through D ) with various heights.2 The tallest structure would be the 5-story hotel at 65 feet 7 inches (65’ 7”). • Development Area A would consist of a two-story (32’ tall) building designed to be a 38,907 square foot (SF) ba nquet hall. The banquet hall would have an 810-seat

2 Kimley-Horn and Associates. 2022. City of Fontana, Fontana Square Project, Initial Study/Mitigated Negative Declaration. December 2022. Pgs 5-7.
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capacity. Development A would be located on the northwest corner of the site on 1.65 acres.
• Development B would be a combined 121,094-SF, double branded 5-story hotel building. The proposed use would be generally located on the western half of the site on 2.28-acres of the overall Project site.
• Development C would be approximately 5,000-SF, one-story building, approximately 32’-10” in height, designated for a store or restaurant. Development C would be bordered by 12’X70’ loading area and a trash compartment to the north. • Development D would be a 3,885-SF, one -story building, approximately 23’-0” in height. Development D will be built as an In-N-Out Burger restaurant. In addition to the 3,885-square-feet of seating area, Development D would be bordered by the drive- thru and SR-210 to the north.

Figure 2: Proposed Project Site Plan

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According to the IS/MND, 3 the Project is anticipated to be developed in one phase. Upon Project approval, construction is anticipated to occur over a duration of approximately 18 months, beginning in the last quarter of 2022 and finishing in the first quarter of 2024. Construction activities would include the construction of a 6’-foot high concrete masonry units (CMU)/glass perimeter wall, fire access route, decorative paving, electrical vehicle charging stations.

Off-site improvements include perimeter curb and gutter along Citrus Avenue and S. Highland Avenue. Additionally, the Project would provide 57’-foot half right-of-way (ROW) on Citrus Avenue, would stripe a 200’-foot long southbound right-turn lane on Citrus Avenue, an 8’-foot storage lane.

The Project would provide a 104’-foot ROW near Driveway No. 2 and a 52’-foot half ROW near Driveway No. 1.

As part of the site’s grading activities, it is anticipated that the site would export 3,512.50 cubic yards (CY) of soil and import 5,490.50 CY of soil. Only one project feature and compliance measure for air quality has been outlined in the IS/MND. SC AQ-1 states that prior to the issuance of grading permits, the City Engineer shall confirm that the Grading P lan, Building Plans and Specifications require all construction contractors to comply with South Coast Air Quality Management District’s (SCAQMD’s) Rules 402 and 403 to minimize construction emissions of dust and particulates.

According to the City ’s IS/MND of the Project, the potentially significant impacts identified in the IS/MND will be mitigated to less than significant levels. The conclusion from the City that the significant impacts can be mitigated is not supported by the facts of the Project. There are significant impacts that are not addressed in the City’s analysis that must be addressed in an environmental impact report (EIR).

Specific Comments:

1. The Project Site Is Located In An SB 535 Disadvantaged Community – The IS/MND Fails To Analyze How The Additional Emissions Will Impact The Community’s Health

The City’s analysis of pollutants in this section of the response ignores substantial evidence

3 Kimley-Horn and Associates. 2022. City of Fontana, Fontana Square Project, Initial Study/Mitigated Negative Declaration. December 2022. Pg 9.
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from publicly available data demonstrating that the census tract in which the Project Site resides is in the top 25th percentile for pollution burden, pollution exposure, and DPM exposure in California.

Figure 3:CalEnviroScreen 4.0 Analysis Of Census Tract 6071002301

The designation for Census Tract 6071002301, which contains the Project Site, shows that the Census Tract is a designated disadvantaged community under SB 535. Adding an additional source of ozone precursors (unburned hydrocarbons from vehicle exhaust) and particulate matter will only increase the health burden in this community.

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Figure 4: CalEnviroScreen 4.0 Pollution Burden Results For Project Site Location

Census tract 6071002301 is in the top 12 percentile of communities impacted by particulate matter less than 2.5 microns (PM2.5) in the State of California. Important precursors for the formation of ozone are unburned hydrocarbons from vehicles and NOx both of which are directly associated with the Project site. Increasing the number of sources of unburned hydrocarbons, NO x, and particulate exhaust in an area already severely impacted will exacerbate the existing adverse health conditions 261
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impacting people in the Fontana census tract and increase pollution in the Southern California Air Basin (SCAB). The City must address these substantial impacts on the surrounding community and SCAB in an EIR.

2. The City’s Air Quality Analysis Fails To Include A Quantitative Health Risk Analysis Of The Impacts Of Toxic Air Contaminants From The Construction Phase And Operational Phase Of The Project For The Nearest Sensitive Receptor(s)

City has failed to conduct a numerical health risk analysis (HRA) for emissions of toxic air contaminants (TACs) related to the construction phase and operational phase of the Project. The IS/MND states that, for the purposes of assessing pollution concentrations upon sensitive receptors, the SCAQMD has developed localized significance t hresholds (LSTs) that are based on the number of pounds of emissions per day that can be generated by a project that would cause or contribute to adverse localized air quality impacts. For the Criteria Pollutants assessed under CEQA, this is correct.

For TACs, there are no LSTs, nor levels of significance based on the pounds per day. Instead, the determination of a significance threshold is based on a quantitati ave risk analysis that requires the City to perform a multistep, quantitative health risk analysis.

TACs, including diesel particulate matter (DPM)4, contribute to a host of respiratory impacts and may lead to the development of various cancers. Failing to quantify those impacts places the community at risk for unwanted adverse health impacts. Even brief exposures to the TACs could lead to the development of adverse health impacts over the life of an individual.

Diesel exhaust contains nearly 40 toxic substances, including TACs and may pose a serious public health risk for residents in the vicinity of the facility. TACs are airborne substances that are capable of causing short-term (acute) and/or long-term (chronic or carcinogenic, i.e., cancer causing) adverse human health effects (i.e., injury or illness). TACs include both organic and inorganic chemical substances. The current California list of TACs includes approximately 200 compounds, including particulate emissions from diesel-fueled engines.

4 Because DPM is a TAC, it is a different air pollutant than criteria particulate matter (PM) emissions such as PM10, PM2.5, and fugitive dust. DPM exposure causes acute health effects that are different from the effects of exposure to PM alone.
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Diesel exhaust has been linked to a range of serious health problems including an increase in respiratory disease, lung damage, cancer, and premature death.5,6,7 Fine DPM is deposited deep in the lungs in the smallest airways and can result in increased respiratory symptoms and disease; decreased lung function, particularly in children and individuals with asthma; alterations in lung tissue and respiratory tract defense mechanisms; and premature death. 8 Exposure to DPM increases the risk of lung cancer. It also causes non -cancer effects including chronic bronchitis, inflammation of lung tissue, thickening of the alveolar walls, immunological allergic reactions, and airway constriction. 9 DPM is a TAC that is recognized by state and federal agencies as causing severe health risk because it contains toxic materials, unlike PM

2.5 and PM10.10
The inherent toxicity of the TACs requires the City to first quantify the concentration released into the environment at each of the sensitive receptor locations through air dispersion modeling, calculate the dose of each TAC at that location, and quantify the cancer risk and hazard index for each of the chemicals of concern. Following that analysis, then the City can make a determination of the relative significance of the emissions.

No effort is made in the IS/MND to quantify the potential health impacts from DPM generated by construction activities or operational activities from the Project on these sensitive receptors. The City’s failure to perform such an analysis is clearly a major flaw in the IS/MND and may be placing the residents of the adjacent structures at risk from the construction and operational phases of the Project.

5 California Air Resources Board, Initial Statement of Reasons for Rulemaking, Proposed Identification of Diesel Exhaust as a Toxic Air Contaminant, Staff Report, June 1998; see also California Air Resources Board, Overview:

Diesel Exhaust & Health, https://ww2.arb.ca.gov/resources/overview-diesel-exhaust-and- health#:~:text=Diesel%20Particulate%20Matter%20and%20Health&text=In%201998%2C%20CARB%20identified%2 0DPM,and%20other%20adverse%20health%20effects.
6 U.S. EPA, Health Assessment Document for Diesel Engine Exhaust, Report EPA/600/8-90/057F, May 2002. 7 Environmental Defense Fund, Cleaner Diesel Handbook, Bring Cleaner Fuel and Diesel Retrofits into Your Neighborhood, April 2005; http://www.edf.org/documents/4941_cleanerdieselhandbook.pdf, accessed July 5, 2020. 8 California Air Resources Board, Initial Statement of Reasons for Rulemaking, Proposed Identification of Diesel Exhaust as a Toxic Air Contaminant, Staff Report, June 1998. 9 Findings of the Scientific Review Panel on The Report on Diesel Exhaust as adopted at the Panel’s April 22, 1998 Meeting.
10 Health & Safety Code § 39655(a) (defining “toxic air contaminant” as air pollutants “which may cause or contribute to an increase in mortality or in serious illness, or which may pose a present or potential hazard to human health. A substance that is listed as a hazardous air pollutant pursuant to subsection (b) of Section 112 of the federal act (42 U.S.C.

Sec. 7412 (b)) is a toxic air contaminant.”)
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3. A Screening Level HRA Of The Operational Emissions From The Project Show An Excess Risk To Residents Near The Project Site.

The Air Quality Analysis provided in Appendix A to the IS/MND, shows that the operational emissions for the project will emit 0.5520 pounds per day of PM 2.5 exhaust. The majority of the exhaust will be generated driving to and from the site, based on the CALEEMOD analysis. Transiting the Project Site via the parking lots would take approximately 0.5 miles. Assuming the 4,924 vehicle trips per day transit the site, this equates to 2,462 miles worth of traffic per day or 898,630 miles per year. This equates to 16% (898,630 VMT onsite/5,469,612 mitigated VMT) of the exhaust calculated in the CALEEMOD analysis being generated onsite or 0.08832 pounds of exhaust will be emitted every day.

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Assuming that emissions will be limited to a 16 -hour period during weekdays and weekends, it is possible to calculate an averaged emissions over the Project site. Using AERMOD, the US EPA’s preferred air dispersion model, it is possible to calculate the concentrations of exhaust as PM2.5 (usually assumed to be diesel particulate matter – DPM) from the operational area of the Project on the closest receptors located across Highland Avenue. AERMOD is an acronym for the American Meteorological Society/Environmental Protection Agency Regulatory Model Improvement Committee’s Dispersion Model. AERMOD contains the necessary algorithms to model air concentrations from a wide range of emission source types, including stack-based point sources, fugitive area sources, and volume sources. The modeling domain for the area including the Project Site is indicated in the figure below. 265
11 | Page

Figure 5: AERMOD Model Domain

Using the meteorological data from SCAQMD for the Fontana monitoring station (closest met station to the Project site), the concentrations at the homes south of the Project Site were calculated and are summarized below.
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Figure 6: Annual Exhaust Concentration In Community

The maximum concentration in the homes immediately south of the Project site calculated in the AERMOD model is 0.154 ug/m3. The averaged concentration for the area modeled was 0.039 ug/m3.

Using the OEHHA’s HARP 2 Standalone Risk software, the cancer risk to the community was calculated. The cumulative risk for exposure of residents during the 30 years of operation assuming the averaged DPM concentration of 0.039 ug/m 3 is 33.8 in 1,000,000, much greater than the 10 in 1,000,000 threshold outlined by SCAQMD, resulting in a significant impact. The results of the air model and the health risk analysis are attached as an appendix to this letter.

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4. The IS/MND Does Not Consider The Impact From Historic Emissions Associated With The Kaiser Steel Mill On The Soils At The Project Site.

The Project site is within the fall-out zone for the former Kaiser Steel Mill site because the Project site resides less than 3.4 miles from the edge of the former Kaiser Steel Mill site.

Figure 7: Location of Project Site In Relation To Former Kaiser Steel Mill The original Kaiser Steel Mill , located on approximately 1,200 acres in Fontana is located approximately 3.4 miles to the southwest of the Project site. The Kaiser Steel Mill facility was an integrated steel production plant that the Kaiser Steel Corporation owned and operated from approximately 1942 to 1983. Studies of the steel mill found that it emitted large quantities of carcinogenic compounds that persist in the environment 11 and that the emission controls on the plant

11 KVB. 1970. An Inventory Of Carcinogenic Substances Released Into The Ambient Air Of California. Final Report – Task II & IV. Prepared for Science Applications, Inc by R.M. Roberts, KVB, Inc. Energy and Environmental Systems.

March, 1980.

Fontana Square
Project Site
Kaiser Steel Mill
268
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were deficient. 12 In 1970, a report by KVB13 sought to identity areas where the highest concentrations of emissions might be expected to occur resulting from the Mill’s use or manufacture of 11 listed carcinogenic substan ces. The report focused on recognized “hot spots” in which carcinogenic compounds were released and had the potential for dispersion after release. At the time of the initial evaluation of the plant in 1980, there was a c oncern about the emissions from t he Kaiser Steel Mill being one of the largest sources of polycyclic organic matter (POMs are also known as polycyclic aromatic hydrocarbons), arsenic, cadmium, and benzene in California. 14 Arsenic, cadmium, and POMs are not subject to degradation in the environment and will represent a COPC for the area.

According to the U.S. EPA’s 1976 assessment of visible emissions from the Steel Mill, 15 the basic coke, iron and steel processes result in the emission to the atmosphere of excessive levels of particulate air pollutants, despite the installation of various air pollution control devices. The aerial extent of the contamination was not defined in the study. A review of aerial photographs from the 1950s shows clear evidence that emissions from the Kaiser Steel Mill extend well beyond the boundaries of the facility and would have reached the Project Site.

12 U.S. EPA. 1976. Visible Emission Observation, Kaiser Steel Corporation, Fontana, California, September, 1975.

EPA-330/2-76-028.
13 KVB. 1970. An Inventory Of Carcinogenic Substances Released Into The Ambient Air Of California. Final Report – Task II & IV. Prepared for Science Applications, Inc by R.M. Roberts, KVB, Inc. Energy and Environmental Systems.

March, 1980.
14 KVB. 1970. An Inventory Of Carcinogenic Substances Released Into The Ambient Air Of California. Final Report – Task II & IV. Prepared for Science Applications, Inc by R.M. Roberts, KVB, Inc. Energy and Environmental Systems.

March, 1980.
15 U.S. EPA. 1976. Visible Emission Observation, Kaiser Steel Corporation, Fontana, California, September, 1975.

EPA-330/2-76-028.
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Figure 8: Kaiser Steel Mill Emissions Circa 1951

Emissions from the plant would have covered the area of the Project Site for many decades and present a recognized environmental concern (REC) for the site which was not identified previously in the IS/MND.

The Project’s construction phase will disturb l arge quantities of soils in areas that could have been impacted by the steel mills emissions. Mechanically disturbing the soils will release impacted soils that will migrate offsite to the residences nearby. The C ity must assess the concentrations of contaminants (primarily polycyclic aromatic hydrocarbons and metals) that may be present in the soils of the Project site and calculate their associated health risks. The C ity must correct this error in the hazardous materials section of the IS/MND by preparing a Phase II subsurface investigation and present the results in an EIR.

Fontana Square
Project Site
Kaiser Steel Mill
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Conclusion
The facts identified and referenced in this comment letter lead me to reasonably conclude that the Project could result in significant unmitigated impacts if the IS/MND is approved. The City must re-evaluate the significant impacts identified in this letter by requiring the preparation of an environmental impact report.

Sincerely,
.
271

James J. J. Clark, Ph.D.

Principal Toxicologist
Toxicology/Exposure Assessment Modeling
Risk Assessment/Analysis/Dispersion Modeling

Education:

Ph.D., Environmental Health Science, University of California, 1995 M.S., Environmental Health Science, University of California, 1993 B.S., Biophysical and Biochemical Sciences, University of Houston, 1987

Professional Experience:

Dr. Clark is a well -recognized toxicologist, air modeler, and health scientist. He has 30 years of experience in researching the effects of environmental contaminants on human health including environmental fate and transport modeling (SCREEN3, AEROMOD, ISCST3, Johnson- Ettinger Vapor Intrusion Modeling, RESRAD, GENII ); exposure assessment modeling (partitioning of contaminants in the environment as well as PBPK modeling); conducting and managing human health risk assessments for regulatory compliance and risk -based clean -up levels; and toxicological and medical literature research.

Significant projects performed by Dr. Clark include the following:

LITIGATION SUPPORT
Case: Pamela Butler Vs. Mallinckrodt, Inc. & Cotter Corporation. Case No.:
4:2018cv01701 United States District Court Eastern District of Missouri Eastern Division
Case: Kenneth Edward Koterba Vs. Mallinckrodt, Inc. & Cotter Corporation.

Case No.: 4:2018cv01702 United States District Court Eastern District of Missouri Eastern Division
Case: Anthony Hines Vs. Mallinckrodt, Inc. & Cotter Corporation. Case No.:
4:2018cv01703 United States District Court Eastern District of Missouri Eastern Division
Clark & Associates
Environmental Consulting, Inc
Office
12405 Venice Blvd.

Suite 331
Los Angeles, CA 90066
Phone
310-907-6165
Fax
310-398-7626
Email
[email protected]
272
Case: Emery David Walick, III Vs. Mallinckrodt, Inc. & Cotter Corporation. Case No.: 4:2018cv01704 United States District Court Eastern District of Missouri Eastern Division
Client: Humphrey, Farrington & McClain, P.C., Independence, Missouri

Dr. Clark performed a historical dose reconstruction for community member s exposed to radioactive waste released into the environment from the St. Louis Air Port Site (SLAPS) and the Hazelwood Interim Storage Site (HISS). The releases resulted in impacts to soils, sediments, surface waters, and groundwater in the vicinity of the SLAPS and HISS sites.

The analysis was performed in general accordance with the methods outlined by the Agency for Toxic Substances Control (ATSDR) for as sessing radiation doses from historical source areas in North St. Louis County, Missouri.

Case Result: Trial Pending
Case: Don Strong, et al. vs. Republic Services, Inc., Bridgeton Landfill, LLC, vs.

Cotter Corporation, N.S.L., Case No.: 17SL-CC01632-01 Circuit Court of St. Louis County, State of Missouri, Division 17
Client: Humphrey, Farrington & McClain, P.C., Independence, Missouri

Dr. Clark performed a historical dose reconstruction for community members from radiologically impacted material (RI M) releases from the adjacent West Lake Landfill.

The analysis was performed in general accordance with the methods outlined by the Agency for Toxic Substances Control (ATSDR) for assessing radiation doses from historical source areas in North St. Louis County, Missouri.

Case Result: Settlement in favor of plaintiff.

Case: Arnold Goldstein, Hohn Covas, Gisela Janette La Bella, et al.. vs. Exxon Mobil Corporation, PBF Energy Inc., Torrance Refining Company LLC, et al., Case No.: 2:17-cv-02477DSF United States District Court for the Central District of California
Client: Sher Edlging, LLP, San Francisco, California and Matern Law Group , PC., El Segundo, California

273
Dr. Clark performed a historical dose reconstruction for communi ty members from an active 700 acre petroleum refinery in Los Angeles. The analysis included a multi -year dispersion model was performed in general accordance with the methods outlined by the U.S. EPA and the SCAQMD for assessing the health impacts in Torrance, California. The results of the analysis are being used as the basis for injunctive relief for the communities surrounding the refinery.

Case Result: Trial Pending
Case: Scott D. McClurg, et al. v. Mallinckrodt Inc. and Cotter Corporation.

Lead Case No.: 4:12CV00361 AGF United States District Court Eastern District of Missouri Eastern Division
Client: Environmental Law Group, Birmingham, AL.

Dr. Clark performed a historical dose reconstruction for community members and workers exposed to radioactive waste released into the environment from the St. Louis Air Port Site (SLAPS) and the Hazelwood Interim Storage Site (HISS). The releases resulted in impacts to soils, sediments, surface waters, and groundwater in the vicinity of the SLAPS and HISS sites. The analysis included the incorporation of air dispersion modeling across the community to determine ground- level air concentrations and deposition of thorium and uranium isotopes and their respective daughter products. The dose reconstruction considered all relevant pathways to determine total doses of radiation received across the community from 1946 through 2017.

Case Result: Settlement in favor of plaintiff.

Case: Mary Ann Piccolo V. Headwaters Incorporated, et al. Seventh Judicial Court In and For Carbon County, State of Utah. Case No. 130700053 Client: Law Offices of Roy L. Mason. Annapolis, MD
Dr. Clark performed a dose assessment of an individual occupationally exposed to metals and silica from fly ash who later developed cancer . A review of the individual’s medical and occupational history was performed to prepare opinions regarding his exposure and later development of cancer.
274
Case Result: Settlement in favor of plaintiff.

Case: Tracey Coleman V. Headwaters Incorporated, et al. Seventh Judicial Court In and For Carbon County, State of Utah. Case No. 140902847 Client: Law Offices of Roy L. Mason. Annapolis, MD
Dr. Clark performed a dose assessment of an individual occupationally exposed to metals and silica from fly ash who later developed cancer . A review of the individual’s medical and occupational history was performed to prepare opinions regarding his exposure and later development of cancer.

Case Result: Settlement in favor of plaintiff.

Case: David Dominguez and Amanda Dominguez V. Cytec Industries, Inc et al.

Superior Court of the State Of California for the County Of Los Angeles – Central Civil West. Civil Action. BC533123
Client: Rose, Klein, Marias, LLP, Long Beach, California

Dr. Clark performed a toxicological assessment of an individual occupationally exposed to hexavalent chromium who later developed cancer . A review of the individual’s medical and occupational history was performed to prepare opinions regarding her exposure and later development of cancer.

Case Result: Settlement in favor of plaintiff.

SELECTED AIR MODELING RESEARCH/PROJECTS

Client(s) – Multiple
Indoor Air Evaluations, California: Performed multiple indoor air screening evaluations and risk characterizations consistent with California Environmental Protection Agency’s (Cal/EPA) Department of Toxic Substances Control (DTSC) and Regional Water Quali ty Control Board (RWQCB) methodologies . Characterizations included the use of DTSC’s modified Johnson & Ettinger Model and USEPA models, as well as the attenuation factor model currently advocated by Cal/EPA’s Office of Environmental Health and Hazard Assessment (OEHHA).

275
Client – Confidential
Dr. Clark performed a comprehensive evaluation of criteria pollutants, air toxins, and particulate matter emissions from a carbon black production facility to determine the impacts on the surrounding communities. The results of the dispersion model w ere used to estimate acute and chronic exposure concentrations to multiple contaminants and w ere be incorporated into a comprehensive risk evaluation.

Client – Confidential
Dr. Clark performed a comprehensive evaluation of air toxins and particulate matter emissions from a railroad tie manufacturing facility to determine the impacts on the surrounding communities. The results of the dispersion model have been used to estimate acute and chronic exposure concent rations to multiple contaminants and have been incorporated into a comprehensive risk evaluation.

EMERGING/PERSISTENT CONTAMINANT RESEARCH/PROJECTS

Client: City of Santa Clarita, Santa Clarita, California Dr. Clark manag ed the oversight of the character ization, remediation and development activities of a former 1,000 acre munitions manufacturing facility for the City of Santa Clarita. The site is impacted with a number of contaminants including perchlorate, unexploded ordinance, and volatile organic com pounds (VOCs). The site is currently under a number of regulatory consent orders, including an Immanent and Substantial Endangerment Order. Dr. Clark assisted the impacted municipality with the development of remediation strategies, interaction with the responsible parties and stakeholders, as well as interfacing with the regulatory agency responsible for oversight of the site cleanup.

Client – Confidential, Los Angeles, California
Dr. Clark is performing a comprehensive review of the potential for phar maceuticals and their by-products to impact groundwater and surface water supplies. This evaluation will include a review if available data on the history of pharmaceutical production in the United States; the chemical characteristics of various pharmaceu ticals; environmental fate and transport; uptake by xenobiotics; the potential effects of pharmaceuticals on water treatment systems; and the potential threat to public health. The results of the evaluation may be used as a briefing tool for non-public health professionals.

276

PUBLIC HEALTH/TOXICOLOGY

Client: Brayton Purcell, Novato, California
Dr. Clark performed a toxicological assessment of residents exposed to methyl -tertiary butyl ether (MTBE) from leaking underground storage tanks (LUSTs) adjacent to the subject property. The symptomology of residents and guests of the subject property wer e evaluated against the known outcomes in published literature to exposure to MTBE. The study found that residents had been exposed to MTBE in their drinking water; that concentrations of MTBE detected at the site were above regulatory guidelines; and, that the symptoms and outcomes expressed by residents and guests were consistent with symptoms and outcomes documented in published literature.

Client: Covanta Energy, Westwood, California
Evaluated health risk from metals in biosolids applied as soil am endment on agricultural lands. The biosolids were created at a forest waste cogeneration facility using 96% whole tree wood chips and 4 percent green waste. Mass loading calculations were used to estimate Cr(VI) concentrations in agricultural soils based on a maximum loading rate of 40 tons of biomass per acre of agricultural soil. The results of the study were used by the Regulatory agency to determine that the application of biosolids did not constitute a health risk to workers applying the biosolids or to residences near the agricultural lands.

Client: Kaiser Venture Incorporated, Fontana, California Prepared PBPK assessment of lead risk of receptors at a 1,100-acre former steel mill. This evaluation was used as the basis for granting closure of the site by lead regulatory agency.

RISK ASSESSMENTS/REMEDIAL INVESTIGATIONS

Kaiser Ventures Incorporated, Fontana, California
Prepared health risk assessment of semi-volatile organic chemicals and metals for a fifty - year old wastewater treatment facility u sed at a 1,100- acre former steel mill. This evaluation was used as the basis for granting closure of the site by lead regulatory agency.

277
ANR Freight - Los Angeles, California
Prepared a comprehensive Preliminary Endangerment Assessment (PEA) of petroleum hydrocarbon and metal contamination of a former freight depot. This evaluation was as the basis for reaching closure of the site with lead regulatory agency.

Kaiser Ventures Incorporated, Fontana, California
Prepared comprehensive health risk assessment of semi -volatile organic chemicals and metals for 23-acre parcel of a 1,100-acre former steel mill. The health risk assessment was used to determine clean up goals and as the basis for granting closure of the site by lead regulatory agency. Air dispersi on modeling using ISCST3 was performed to determine downwind exposure point concentrations at sensitive receptors within a 1 kilometer radius of the site. The results of the health risk assessment were presented at a public meeting sponsored by the Depart ment of Toxic Substances Control (DTSC) in the community potentially affected by the site.

Unocal Corporation - Los Angeles, California
Prepared comprehensive assessment of petroleum hydrocarbons and metals for a former petroleum service station located next to sensitive population center (elementary school).

The assessment used a probabilistic approach to estimate risks to the community and was used as the basis for granting closure of the site by lead regulatory agency.

Client: Confidential, Los Angeles, California
Managed oversight of remedial investigation most contaminated heavy metal site in California. Lead concentrations in soil excess of 68,000,000 parts per billion (ppb) have been measured at the site. This State Superf und Site was a former hard chrome plating operation that operated for approximately 40-years.

Client: Confidential, San Francisco, California
Coordinator of regional monitoring program to determine background concentrations of metals in air. Acted as liaison with SCAQMD and CARB to perform co-location sampling and comparison of accepted regulatory method with ASTM methodology.

278
Client: Confidential, San Francisco, California
Analyzed historical air monitoring data for South Coast Air Basin in Southern California and potential health risks related to ambient concentrations of carcinogenic metals and volatile organic compounds. Identified and reviewed the available literature and calculated risks from toxins in South Coast Air Basin.

IT Corporation, North Carolina
Prepared comprehensive evaluation of potential exposure of workers to air-borne VOCs at hazardous waste storage facility under SUPERFUND cleanup decree. Assessment used in developing health based clean-up levels.

Professional Associations
American Public Health Association (APHA)
Association for Environmental Health and Sciences (AEHS) American Chemical Society (ACS)
International Society of Environmental Forensics (ISEF) Society of Environmental Toxicology and Chemistry (SETAC)

Publications and Presentations:

Books and Book Chapters
Sullivan, P., J.J. J. Clark, F.J. Agardy, and P.E. Rosenfeld. (2007). Synthetic Toxins In The Food, Water and Air of American Cities. Elsevier, Inc. Burlington, MA.

Sullivan, P. and J.J. J. Clark . 2006. Choosing Safer Foods, A Guide To Minimizing Synthetic Chemicals In Your Diet. Elsevier, Inc. Burlington, MA.

Sullivan, P., Agardy, F.J., and J.J.J. Clark. 2005. The Environmental Science of Drinking Water. Elsevier, Inc. Burlington, MA.

Sullivan, P.J., Agardy, F.J., Clark, J.J.J. 2002. America’s Threatened Drinking Water:

Hazards and Solutions. Trafford Publishing, Victoria B.C.

Clark, J.J.J. 2001. “TBA: Chemical Properties, Production & Use, Fate and Transport, Toxicology, Detection in Groundwater, and Regulatory Standards” in Oxygenates in the Environment. Art Diaz, Ed.. Oxford University Press: New York.

Clark, J.J.J. 2000. “Toxicology of Per chlorate” in Perchlorate in the Environment.

Edward Urbansky, Ed. Kluwer/Plenum: New York.

Clark, J.J.J. 1995. Probabilistic Forecasting of Volatile Organic Compound Concentrations At The Soil Surface From Contaminated Groundwater. UMI. 279
Baker, J.; Clark, J.J.J.; Stanford, J.T. 1994. Ex Situ Remediation of Diesel Contaminated Railroad Sand by Soil Washing. Principles and Practices for Diesel Contaminated Soils, Volume III. P.T. Kostecki, E.J. Calabrese, and C.P.L. Barkan, eds. Amherst Scientific Publishers, Amherst, MA. pp 89-96.

Journal and Proceeding Articles
Tam L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008) A Statistical Analysis Of Attic Dust And Blood Lipid Concentrations Of Tetrachloro-p-Dibenzodioxin (TCDD) Toxicity Equialency Quotients (TEQ) In Two Populations Near Wood Treatment Facilities. Organohalogen Compounds, Volume 70 (2008) page 002254.

Tam L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008) Methods For Collect Samples For Assessing Dioxins And Other Environmental Contaminants In Attic Dust: A Review. Organohalogen Compounds, Volume 70 (2008) page 000527 Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (2007). “Attic Dust And Human Blood Samples Collected Near A Former Wood Treatment Facility.” Environmental Research. 105:194-199.

Rosenfeld, P.E., Clark, J. J., Hensley, A.R., and Suffet, I.H. 2007. “The Use Of An Odor Wheel Classification For The Evaluation of Human Health Risk Criteria For Compost Facilities” Water Science & Technology. 55(5): 345-357.

Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. 2006. “Dioxin Containing Attic Dust And Human Blood Samples Collected Near A Former Wood Treatment Facility.” The 26th International Symposium on Halogenated Persistent Organic Pollutants – DIOXIN2006, August 21 – 25, 2006. Radisson SAS Scandinavia Hotel in Oslo Norway.

Rosenfeld, P.E., Clark, J. J. and Suffet, I.H. 2005. “The Value Of An Odor Quality Classification Scheme For Compost Facility Evaluations” The U.S. Composting Council’s 13
th Annual Conference January 23 - 26, 2005, Crowne Plaza Riverwalk, San Antonio, TX.

Rosenfeld, P.E., Clark, J. J. and Suffet, I.H. 2004. “The Value Of An Odor Quality Classification Scheme For Urban Odor” WEFTEC 2004. 77th Annual Technical Exhibition & Conference October 2 - 6, 2004, Ernest N. Morial Convention Center, New Orleans, Louisiana.

Clark, J.J.J . 2003. “Manufacturing, Use, Regulation, and Occurrence of a Known Endocrine Disrupting Chemical (EDC), 2,4- Dichlorophnoxyacetic Acid (2,4- D) in California Drinking Water Supplies.” National Groundwater Association Southwest Focus Conference: Water Supply and Emerging Contaminants. Minneapolis, MN.

March 20, 2003.
280
Rosenfeld, P. and J.J.J. Clark . 2003. “Understanding Historical Use, Chemical Properties, Toxicity, and Regulatory Guidance” National Groundwater Association Southwest Focus Conference: Water Supply and Emerging Contaminants. Phoenix, AZ. February 21, 2003.

Clark, J.J.J., Brown A. 1999. Perchlorate Contamination: Fate in the Environment and Treatment Options. In Situ and On -Site Bioremediation, Fifth International Symposium. San Diego, CA, April, 1999.

Clark, J.J.J. 1998. Health Effects of Perchlorate and the New Reference Dose (RfD).

Proceedings From the Groundwater Resource Association Seventh Annual Meeting, Walnut Creek, CA, October 23, 1998.

Browne, T., Clark, J.J.J. 1998. Treatment Options For Perchlorate In Drinking Water.

Proceedings From the Groundwater Resource Association Seventh Annual Meeting, Walnut Creek, CA, October 23, 1998.

Clark, J.J.J., Brown, A., Rodriguez, R. 1998. The Public Health Implications of MtBE and Perchlorate in Water: Risk Management Decisions for Water Purveyors.

Proceedings of the National Ground Water Association, Anaheim, CA, June 3-4, 1998.

Clark J.J.J., Brown, A., Ulrey, A. 1997. Impacts of Perchlorate On Drinking Water In The Western United States. U.S. EPA Symposium on Biological and Chemical Reduction of Chlorate and Perchlorate, Cincinnati, OH, December 5, 1997.

Clark, J.J.J.; Corbett, G.E.; Kerger, B.D.; Finley, B.L.; Paustenbach, D.J. 1996. Dermal Uptake of Hexavalent Chromium In Human Volunteers: Measures of Systemic Uptake From Immersion in Water At 22 PPM. Toxicologist. 30(1):14.

Dodge, D.G.; Clark, J.J.J.; Kerger, B.D.; Richter, R.O.; Finley, B.L.; Paustenbach, D.J. 1996. Assessment of Airborne Hexavalent Chromium In The Home Following Use of Contaminated Tapwater. Toxicologist. 30(1):117-118.

Paulo, M.T.; Gong, H., Jr.; Clark, J.J.J. (1992). Effects of Pretreatment with Ipratroprium Bromide in COPD Patients Exposed to Ozone. American Review of Respiratory Disease. 145(4):A96.

Harber, P.H.; Gong, H., Jr.; Lachenbruch, A.; Clark, J. ; Hsu, P. (1992). Respiratory Pattern Effect of Acute Sulfur Dioxide Exposure in Asthmatics. American Review of Respiratory Disease. 145(4):A88.

McManus, M.S.; Gong, H., Jr.; Clements, P.; Clark, J.J.J. (1991). Respiratory Response of Patients With Interstitial Lung Disease To Inhaled Ozone. America n Review of Respiratory Disease. 143(4):A91.

Gong, H., Jr.; Simmons, M.S.; McManus, M.S.; Tashkin, D.P.; Clark, V.A.; Detels, R.; Clark, J.J. (1990). Relationship Between Responses to Chronic Oxidant and Acute 281
Ozone Exposures in Residents of Los Angeles County. American Review of Respiratory Disease. 141(4):A70.

Tierney, D.F. and J.J.J. Clark. (1990). Lung Polyamine Content Can Be Increased By Spermidine Infusions Into Hyperoxic Rats. American Review of Respiratory Disease. 139(4):A41.
282

EXHIBIT B

AERMOD ANALYSIS AND HRA
283
1 ** BREEZE AERMOD
2 ** Trinity Consultants
3 ** VERSION 11.0
4 5 CO STARTING
6 CO TITLEONE Fontana Square Emisions
7 CO MODELOPT DFAULT CONC NODRYDPLT NOWETDPLT
8 CO RUNORNOT RUN
9 CO AVERTIME PERIOD
10 CO POLLUTID Exhaust
11 CO FINISHED
12 13 SO STARTING
14 SO ELEVUNIT METERS
15 SO LOCATION E5FG71XG AREAPOLY 457814.9 3777234.1 456.47 16 SO LOCATION E5FG71XH AREAPOLY 458037.5 3777233.5 457.96 17 SO SRCPARAM E5FG71XG 5.39175E-08 4 5 1.86
18 SO SRCPARAM E5FG71XH 8.37969E-08 4 7 1.86
19 SO AREAVERT E5FG71XG 457814.9 3777234.1 457814.9 3777217.4 457985.1 3777218 457984.5 3777234.1
20 SO AREAVERT E5FG71XG 457814.9 3777234.1
21 SO AREAVERT E5FG71XH 458037.5 3777233.5 458038.1 3777217.4 458161.3 3777208.5 458157.1 3777282.9
22 SO AREAVERT E5FG71XH 458126.8 3777291.8 458066.7 3777292.4 458037.5 3777233.5 23 SO SRCGROUP ALL
24 SO FINISHED
25 26 RE STARTING
27 RE ELEVUNIT METERS
28 RE DISCCART 457753.8 3776998.9 450.81 1732.5
29 ** RCPDESCR Neighbors
30 RE DISCCART 457763.8 3776998.9 450.95 1732.5
31 ** RCPDESCR Neighbors
32 RE DISCCART 457773.8 3776998.9 451.05 1732.5
33 ** RCPDESCR Neighbors
34 RE DISCCART 457783.8 3776998.9 451.05 1732.5
35 ** RCPDESCR Neighbors
36 RE DISCCART 457793.8 3776998.9 451.08 1732.5
37 ** RCPDESCR Neighbors
38 RE DISCCART 457803.8 3776998.9 451.17 1732.5
39 ** RCPDESCR Neighbors
40 RE DISCCART 457813.8 3776998.9 451.24 1732.5
41 ** RCPDESCR Neighbors
42 RE DISCCART 457823.8 3776998.9 451.31 1732.5
43 ** RCPDESCR Neighbors
44 RE DISCCART 457833.8 3776998.9 451.37 1732.5
45 ** RCPDESCR Neighbors
46 RE DISCCART 457843.8 3776998.9 451.45 1732.5
47 ** RCPDESCR Neighbors
48 RE DISCCART 457853.8 3776998.9 451.55 1732.5
49 ** RCPDESCR Neighbors
50 RE DISCCART 457863.8 3776998.9 451.55 1732.5
51 ** RCPDESCR Neighbors
52 RE DISCCART 457873.8 3776998.9 451.55 1732.5
53 ** RCPDESCR Neighbors
54 RE DISCCART 457883.8 3776998.9 451.55 1732.5
55 ** RCPDESCR Neighbors
56 RE DISCCART 457893.8 3776998.9 451.58 1732.5
57 ** RCPDESCR Neighbors
58 RE DISCCART 457903.8 3776998.9 451.62 1732.5
59 ** RCPDESCR Neighbors
60 RE DISCCART 457913.8 3776998.9 451.62 1732.5
61 ** RCPDESCR Neighbors
62 RE DISCCART 457923.8 3776998.9 451.62 1732.5
63 ** RCPDESCR Neighbors
64 RE DISCCART 457933.8 3776998.9 451.63 1732.5 284 65 ** RCPDESCR Neighbors
66 RE DISCCART 457943.8 3776998.9 451.65 1732.5
67 ** RCPDESCR Neighbors
68 RE DISCCART 457953.8 3776998.9 451.68 1732.5
69 ** RCPDESCR Neighbors
70 RE DISCCART 457963.8 3776998.9 451.72 1732.5
71 ** RCPDESCR Neighbors
72 RE DISCCART 457973.8 3776998.9 451.74 1732.5
73 ** RCPDESCR Neighbors
74 RE DISCCART 457983.8 3776998.9 451.77 1732.5
75 ** RCPDESCR Neighbors
76 RE DISCCART 457993.8 3776998.9 451.77 1732.5
77 ** RCPDESCR Neighbors
78 RE DISCCART 458003.8 3776998.9 451.77 1732.5
79 ** RCPDESCR Neighbors
80 RE DISCCART 458013.8 3776998.9 451.78 1732.5
81 ** RCPDESCR Neighbors
82 RE DISCCART 458023.8 3776998.9 451.83 1732.5
83 ** RCPDESCR Neighbors
84 RE DISCCART 458033.8 3776998.9 451.88 1732.5
85 ** RCPDESCR Neighbors
86 RE DISCCART 458043.8 3776998.9 451.96 1732.5
87 ** RCPDESCR Neighbors
88 RE DISCCART 458053.8 3776998.9 452.05 1732.5
89 ** RCPDESCR Neighbors
90 RE DISCCART 458063.8 3776998.9 452.08 1732.5
91 ** RCPDESCR Neighbors
92 RE DISCCART 458073.8 3776998.9 452.13 1732.5
93 ** RCPDESCR Neighbors
94 RE DISCCART 458083.8 3776998.9 452.2 1732.5
95 ** RCPDESCR Neighbors
96 RE DISCCART 458093.8 3776998.9 452.28 1732.5
97 ** RCPDESCR Neighbors
98 RE DISCCART 458103.8 3776998.9 452.33 1732.5
99 ** RCPDESCR Neighbors
100 RE DISCCART 458113.8 3776998.9 452.45 1732.5
101 ** RCPDESCR Neighbors
102 RE DISCCART 458123.8 3776998.9 452.58 1732.5
103 ** RCPDESCR Neighbors
104 RE DISCCART 458133.8 3776998.9 452.63 1732.5
105 ** RCPDESCR Neighbors
106 RE DISCCART 458143.8 3776998.9 452.7 1732.5
107 ** RCPDESCR Neighbors
108 RE DISCCART 458153.8 3776998.9 452.77 1732.5
109 ** RCPDESCR Neighbors
110 RE DISCCART 458163.8 3776998.9 452.81 1732.5
111 ** RCPDESCR Neighbors
112 RE DISCCART 457753.8 3777008.9 451.08 1732.5
113 ** RCPDESCR Neighbors
114 RE DISCCART 457763.8 3777008.9 451.17 1732.5
115 ** RCPDESCR Neighbors
116 RE DISCCART 457773.8 3777008.9 451.22 1732.5
117 ** RCPDESCR Neighbors
118 RE DISCCART 457783.8 3777008.9 451.24 1732.5
119 ** RCPDESCR Neighbors
120 RE DISCCART 457793.8 3777008.9 451.27 1732.5
121 ** RCPDESCR Neighbors
122 RE DISCCART 457803.8 3777008.9 451.31 1732.5
123 ** RCPDESCR Neighbors
124 RE DISCCART 457813.8 3777008.9 451.45 1732.5
125 ** RCPDESCR Neighbors
126 RE DISCCART 457823.8 3777008.9 451.58 1732.5
127 ** RCPDESCR Neighbors
128 RE DISCCART 457833.8 3777008.9 451.62 1732.5
129 ** RCPDESCR Neighbors
130 RE DISCCART 457843.8 3777008.9 451.67 1732.5 285 131 ** RCPDESCR Neighbors
132 RE DISCCART 457853.8 3777008.9 451.72 1732.5
133 ** RCPDESCR Neighbors
134 RE DISCCART 457863.8 3777008.9 451.74 1732.5
135 ** RCPDESCR Neighbors
136 RE DISCCART 457873.8 3777008.9 451.77 1732.5
137 ** RCPDESCR Neighbors
138 RE DISCCART 457883.8 3777008.9 451.77 1732.5
139 ** RCPDESCR Neighbors
140 RE DISCCART 457893.8 3777008.9 451.77 1732.5
141 ** RCPDESCR Neighbors
142 RE DISCCART 457903.8 3777008.9 451.78 1732.5
143 ** RCPDESCR Neighbors
144 RE DISCCART 457913.8 3777008.9 451.79 1732.5
145 ** RCPDESCR Neighbors
146 RE DISCCART 457923.8 3777008.9 451.79 1732.5
147 ** RCPDESCR Neighbors
148 RE DISCCART 457933.8 3777008.9 451.83 1732.5
149 ** RCPDESCR Neighbors
150 RE DISCCART 457943.8 3777008.9 451.87 1732.5
151 ** RCPDESCR Neighbors
152 RE DISCCART 457953.8 3777008.9 451.88 1732.5
153 ** RCPDESCR Neighbors
154 RE DISCCART 457963.8 3777008.9 451.89 1732.5
155 ** RCPDESCR Neighbors
156 RE DISCCART 457973.8 3777008.9 451.96 1732.5
157 ** RCPDESCR Neighbors
158 RE DISCCART 457983.8 3777008.9 452.05 1732.5
159 ** RCPDESCR Neighbors
160 RE DISCCART 457993.8 3777008.9 452.05 1732.5
161 ** RCPDESCR Neighbors
162 RE DISCCART 458003.8 3777008.9 452.05 1732.5
163 ** RCPDESCR Neighbors
164 RE DISCCART 458013.8 3777008.9 452.08 1732.5
165 ** RCPDESCR Neighbors
166 RE DISCCART 458023.8 3777008.9 452.13 1732.5
167 ** RCPDESCR Neighbors
168 RE DISCCART 458033.8 3777008.9 452.18 1732.5
169 ** RCPDESCR Neighbors
170 RE DISCCART 458043.8 3777008.9 452.24 1732.5
171 ** RCPDESCR Neighbors
172 RE DISCCART 458053.8 3777008.9 452.27 1732.5
173 ** RCPDESCR Neighbors
174 RE DISCCART 458063.8 3777008.9 452.28 1732.5
175 ** RCPDESCR Neighbors
176 RE DISCCART 458073.8 3777008.9 452.34 1732.5
177 ** RCPDESCR Neighbors
178 RE DISCCART 458083.8 3777008.9 452.46 1732.5
179 ** RCPDESCR Neighbors
180 RE DISCCART 458093.8 3777008.9 452.58 1732.5
181 ** RCPDESCR Neighbors
182 RE DISCCART 458103.8 3777008.9 452.63 1732.5
183 ** RCPDESCR Neighbors
184 RE DISCCART 458113.8 3777008.9 452.7 1732.5
185 ** RCPDESCR Neighbors
186 RE DISCCART 458123.8 3777008.9 452.77 1732.5
187 ** RCPDESCR Neighbors
188 RE DISCCART 458133.8 3777008.9 452.81 1732.5
189 ** RCPDESCR Neighbors
190 RE DISCCART 458143.8 3777008.9 452.95 1732.5
191 ** RCPDESCR Neighbors
192 RE DISCCART 458153.8 3777008.9 453.05 1732.5
193 ** RCPDESCR Neighbors
194 RE DISCCART 458163.8 3777008.9 453.08 1732.5
195 ** RCPDESCR Neighbors
196 RE DISCCART 457753.8 3777018.9 451.27 1732.5 286 197 ** RCPDESCR Neighbors
198 RE DISCCART 457763.8 3777018.9 451.31 1732.5
199 ** RCPDESCR Neighbors
200 RE DISCCART 457773.8 3777018.9 451.38 1732.5
201 ** RCPDESCR Neighbors
202 RE DISCCART 457783.8 3777018.9 451.46 1732.5
203 ** RCPDESCR Neighbors
204 RE DISCCART 457793.8 3777018.9 451.55 1732.5
205 ** RCPDESCR Neighbors
206 RE DISCCART 457803.8 3777018.9 451.59 1732.5
207 ** RCPDESCR Neighbors
208 RE DISCCART 457813.8 3777018.9 451.68 1732.5
209 ** RCPDESCR Neighbors
210 RE DISCCART 457823.8 3777018.9 451.74 1732.5
211 ** RCPDESCR Neighbors
212 RE DISCCART 457833.8 3777018.9 451.78 1732.5
213 ** RCPDESCR Neighbors
214 RE DISCCART 457843.8 3777018.9 451.83 1732.5
215 ** RCPDESCR Neighbors
216 RE DISCCART 457853.8 3777018.9 451.87 1732.5
217 ** RCPDESCR Neighbors
218 RE DISCCART 457863.8 3777018.9 451.95 1732.5
219 ** RCPDESCR Neighbors
220 RE DISCCART 457873.8 3777018.9 452.05 1732.5
221 ** RCPDESCR Neighbors
222 RE DISCCART 457883.8 3777018.9 452.05 1732.5
223 ** RCPDESCR Neighbors
224 RE DISCCART 457893.8 3777018.9 452.05 1732.5
225 ** RCPDESCR Neighbors
226 RE DISCCART 457903.8 3777018.9 452.08 1732.5
227 ** RCPDESCR Neighbors
228 RE DISCCART 457913.8 3777018.9 452.12 1732.5
229 ** RCPDESCR Neighbors
230 RE DISCCART 457923.8 3777018.9 452.12 1732.5
231 ** RCPDESCR Neighbors
232 RE DISCCART 457933.8 3777018.9 452.13 1732.5
233 ** RCPDESCR Neighbors
234 RE DISCCART 457943.8 3777018.9 452.15 1732.5
235 ** RCPDESCR Neighbors
236 RE DISCCART 457953.8 3777018.9 452.18 1732.5
237 ** RCPDESCR Neighbors
238 RE DISCCART 457963.8 3777018.9 452.22 1732.5
239 ** RCPDESCR Neighbors
240 RE DISCCART 457973.8 3777018.9 452.24 1732.5
241 ** RCPDESCR Neighbors
242 RE DISCCART 457983.8 3777018.9 452.27 1732.5
243 ** RCPDESCR Neighbors
244 RE DISCCART 457993.8 3777018.9 452.27 1732.5
245 ** RCPDESCR Neighbors
246 RE DISCCART 458003.8 3777018.9 452.27 1732.5
247 ** RCPDESCR Neighbors
248 RE DISCCART 458013.8 3777018.9 452.28 1732.5
249 ** RCPDESCR Neighbors
250 RE DISCCART 458023.8 3777018.9 452.33 1732.5
251 ** RCPDESCR Neighbors
252 RE DISCCART 458033.8 3777018.9 452.38 1732.5
253 ** RCPDESCR Neighbors
254 RE DISCCART 458043.8 3777018.9 452.46 1732.5
255 ** RCPDESCR Neighbors
256 RE DISCCART 458053.8 3777018.9 452.55 1732.5
257 ** RCPDESCR Neighbors
258 RE DISCCART 458063.8 3777018.9 452.59 1732.5
259 ** RCPDESCR Neighbors
260 RE DISCCART 458073.8 3777018.9 452.68 1732.5
261 ** RCPDESCR Neighbors
262 RE DISCCART 458083.8 3777018.9 452.74 1732.5 287 263 ** RCPDESCR Neighbors
264 RE DISCCART 458093.8 3777018.9 452.78 1732.5
265 ** RCPDESCR Neighbors
266 RE DISCCART 458103.8 3777018.9 452.83 1732.5
267 ** RCPDESCR Neighbors
268 RE DISCCART 458113.8 3777018.9 452.95 1732.5
269 ** RCPDESCR Neighbors
270 RE DISCCART 458123.8 3777018.9 453.05 1732.5
271 ** RCPDESCR Neighbors
272 RE DISCCART 458133.8 3777018.9 453.09 1732.5
273 ** RCPDESCR Neighbors
274 RE DISCCART 458143.8 3777018.9 453.18 1732.5
275 ** RCPDESCR Neighbors
276 RE DISCCART 458153.8 3777018.9 453.24 1732.5
277 ** RCPDESCR Neighbors
278 RE DISCCART 458163.8 3777018.9 453.28 1732.5
279 ** RCPDESCR Neighbors
280 RE DISCCART 457753.8 3777028.9 451.55 1732.5
281 ** RCPDESCR Neighbors
282 RE DISCCART 457763.8 3777028.9 451.58 1732.5
283 ** RCPDESCR Neighbors
284 RE DISCCART 457773.8 3777028.9 451.67 1732.5
285 ** RCPDESCR Neighbors
286 RE DISCCART 457783.8 3777028.9 451.74 1732.5
287 ** RCPDESCR Neighbors
288 RE DISCCART 457793.8 3777028.9 451.77 1732.5
289 ** RCPDESCR Neighbors
290 RE DISCCART 457803.8 3777028.9 451.81 1732.5
291 ** RCPDESCR Neighbors
292 RE DISCCART 457813.8 3777028.9 451.87 1732.5
293 ** RCPDESCR Neighbors
294 RE DISCCART 457823.8 3777028.9 451.95 1732.5
295 ** RCPDESCR Neighbors
296 RE DISCCART 457833.8 3777028.9 452.08 1732.5
297 ** RCPDESCR Neighbors
298 RE DISCCART 457843.8 3777028.9 452.12 1732.5
299 ** RCPDESCR Neighbors
300 RE DISCCART 457853.8 3777028.9 452.13 1732.5
301 ** RCPDESCR Neighbors
302 RE DISCCART 457863.8 3777028.9 452.18 1732.5
303 ** RCPDESCR Neighbors
304 RE DISCCART 457873.8 3777028.9 452.22 1732.5
305 ** RCPDESCR Neighbors
306 RE DISCCART 457883.8 3777028.9 452.24 1732.5
307 ** RCPDESCR Neighbors
308 RE DISCCART 457893.8 3777028.9 452.27 1732.5
309 ** RCPDESCR Neighbors
310 RE DISCCART 457903.8 3777028.9 452.27 1732.5
311 ** RCPDESCR Neighbors
312 RE DISCCART 457913.8 3777028.9 452.27 1732.5
313 ** RCPDESCR Neighbors
314 RE DISCCART 457923.8 3777028.9 452.28 1732.5
315 ** RCPDESCR Neighbors
316 RE DISCCART 457933.8 3777028.9 452.33 1732.5
317 ** RCPDESCR Neighbors
318 RE DISCCART 457943.8 3777028.9 452.37 1732.5
319 ** RCPDESCR Neighbors
320 RE DISCCART 457953.8 3777028.9 452.38 1732.5
321 ** RCPDESCR Neighbors
322 RE DISCCART 457963.8 3777028.9 452.39 1732.5
323 ** RCPDESCR Neighbors
324 RE DISCCART 457973.8 3777028.9 452.46 1732.5
325 ** RCPDESCR Neighbors
326 RE DISCCART 457983.8 3777028.9 452.55 1732.5
327 ** RCPDESCR Neighbors
328 RE DISCCART 457993.8 3777028.9 452.55 1732.5 288 329 ** RCPDESCR Neighbors
330 RE DISCCART 458003.8 3777028.9 452.55 1732.5
331 ** RCPDESCR Neighbors
332 RE DISCCART 458013.8 3777028.9 452.58 1732.5
333 ** RCPDESCR Neighbors
334 RE DISCCART 458023.8 3777028.9 452.63 1732.5
335 ** RCPDESCR Neighbors
336 RE DISCCART 458033.8 3777028.9 452.68 1732.5
337 ** RCPDESCR Neighbors
338 RE DISCCART 458043.8 3777028.9 452.74 1732.5
339 ** RCPDESCR Neighbors
340 RE DISCCART 458053.8 3777028.9 452.78 1732.5
341 ** RCPDESCR Neighbors
342 RE DISCCART 458063.8 3777028.9 452.83 1732.5
343 ** RCPDESCR Neighbors
344 RE DISCCART 458073.8 3777028.9 452.88 1732.5
345 ** RCPDESCR Neighbors
346 RE DISCCART 458083.8 3777028.9 452.96 1732.5
347 ** RCPDESCR Neighbors
348 RE DISCCART 458093.8 3777028.9 453.08 1732.5
349 ** RCPDESCR Neighbors
350 RE DISCCART 458103.8 3777028.9 453.13 1732.5
351 ** RCPDESCR Neighbors
352 RE DISCCART 458113.8 3777028.9 453.2 1732.5
353 ** RCPDESCR Neighbors
354 RE DISCCART 458123.8 3777028.9 453.27 1732.5
355 ** RCPDESCR Neighbors
356 RE DISCCART 458133.8 3777028.9 453.31 1732.5
357 ** RCPDESCR Neighbors
358 RE DISCCART 458143.8 3777028.9 453.38 1732.5
359 ** RCPDESCR Neighbors
360 RE DISCCART 458153.8 3777028.9 453.46 1732.5
361 ** RCPDESCR Neighbors
362 RE DISCCART 458163.8 3777028.9 453.58 1732.5
363 ** RCPDESCR Neighbors
364 RE DISCCART 457753.8 3777038.9 451.74 1732.5
365 ** RCPDESCR Neighbors
366 RE DISCCART 457763.8 3777038.9 451.77 1732.5
367 ** RCPDESCR Neighbors
368 RE DISCCART 457773.8 3777038.9 451.81 1732.5
369 ** RCPDESCR Neighbors
370 RE DISCCART 457783.8 3777038.9 451.95 1732.5
371 ** RCPDESCR Neighbors
372 RE DISCCART 457793.8 3777038.9 452.05 1732.5
373 ** RCPDESCR Neighbors
374 RE DISCCART 457803.8 3777038.9 452.08 1732.5
375 ** RCPDESCR Neighbors
376 RE DISCCART 457813.8 3777038.9 452.13 1732.5
377 ** RCPDESCR Neighbors
378 RE DISCCART 457823.8 3777038.9 452.18 1732.5
379 ** RCPDESCR Neighbors
380 RE DISCCART 457833.8 3777038.9 452.24 1732.5
381 ** RCPDESCR Neighbors
382 RE DISCCART 457843.8 3777038.9 452.27 1732.5
383 ** RCPDESCR Neighbors
384 RE DISCCART 457853.8 3777038.9 452.31 1732.5
385 ** RCPDESCR Neighbors
386 RE DISCCART 457863.8 3777038.9 452.37 1732.5
387 ** RCPDESCR Neighbors
388 RE DISCCART 457873.8 3777038.9 452.38 1732.5
389 ** RCPDESCR Neighbors
390 RE DISCCART 457883.8 3777038.9 452.46 1732.5
391 ** RCPDESCR Neighbors
392 RE DISCCART 457893.8 3777038.9 452.55 1732.5
393 ** RCPDESCR Neighbors
394 RE DISCCART 457903.8 3777038.9 452.55 1732.5 289 395 ** RCPDESCR Neighbors
396 RE DISCCART 457913.8 3777038.9 452.55 1732.5
397 ** RCPDESCR Neighbors
398 RE DISCCART 457923.8 3777038.9 452.58 1732.5
399 ** RCPDESCR Neighbors
400 RE DISCCART 457933.8 3777038.9 452.62 1732.5
401 ** RCPDESCR Neighbors
402 RE DISCCART 457943.8 3777038.9 452.63 1732.5
403 ** RCPDESCR Neighbors
404 RE DISCCART 457953.8 3777038.9 452.68 1732.5
405 ** RCPDESCR Neighbors
406 RE DISCCART 457963.8 3777038.9 452.72 1732.5
407 ** RCPDESCR Neighbors
408 RE DISCCART 457973.8 3777038.9 452.74 1732.5
409 ** RCPDESCR Neighbors
410 RE DISCCART 457983.8 3777038.9 452.77 1732.5
411 ** RCPDESCR Neighbors
412 RE DISCCART 457993.8 3777038.9 452.77 1732.5
413 ** RCPDESCR Neighbors
414 RE DISCCART 458003.8 3777038.9 452.78 1732.5
415 ** RCPDESCR Neighbors
416 RE DISCCART 458013.8 3777038.9 452.79 1732.5
417 ** RCPDESCR Neighbors
418 RE DISCCART 458023.8 3777038.9 452.84 1732.5
419 ** RCPDESCR Neighbors
420 RE DISCCART 458033.8 3777038.9 452.89 1732.5
421 ** RCPDESCR Neighbors
422 RE DISCCART 458043.8 3777038.9 452.96 1732.5
423 ** RCPDESCR Neighbors
424 RE DISCCART 458053.8 3777038.9 453.08 1732.5
425 ** RCPDESCR Neighbors
426 RE DISCCART 458063.8 3777038.9 453.13 1732.5
427 ** RCPDESCR Neighbors
428 RE DISCCART 458073.8 3777038.9 453.2 1732.5
429 ** RCPDESCR Neighbors
430 RE DISCCART 458083.8 3777038.9 453.27 1732.5
431 ** RCPDESCR Neighbors
432 RE DISCCART 458093.8 3777038.9 453.28 1732.5
433 ** RCPDESCR Neighbors
434 RE DISCCART 458103.8 3777038.9 453.33 1732.5
435 ** RCPDESCR Neighbors
436 RE DISCCART 458113.8 3777038.9 453.45 1732.5
437 ** RCPDESCR Neighbors
438 RE DISCCART 458123.8 3777038.9 453.55 1732.5
439 ** RCPDESCR Neighbors
440 RE DISCCART 458133.8 3777038.9 453.59 1732.5
441 ** RCPDESCR Neighbors
442 RE DISCCART 458143.8 3777038.9 453.68 1732.5
443 ** RCPDESCR Neighbors
444 RE DISCCART 458153.8 3777038.9 453.74 1732.5
445 ** RCPDESCR Neighbors
446 RE DISCCART 458163.8 3777038.9 453.77 1732.5
447 ** RCPDESCR Neighbors
448 RE DISCCART 457753.8 3777048.9 451.95 1732.5
449 ** RCPDESCR Neighbors
450 RE DISCCART 457763.8 3777048.9 452.05 1732.5
451 ** RCPDESCR Neighbors
452 RE DISCCART 457773.8 3777048.9 452.08 1732.5
453 ** RCPDESCR Neighbors
454 RE DISCCART 457783.8 3777048.9 452.17 1732.5
455 ** RCPDESCR Neighbors
456 RE DISCCART 457793.8 3777048.9 452.24 1732.5
457 ** RCPDESCR Neighbors
458 RE DISCCART 457803.8 3777048.9 452.27 1732.5
459 ** RCPDESCR Neighbors
460 RE DISCCART 457813.8 3777048.9 452.31 1732.5 290 461 ** RCPDESCR Neighbors
462 RE DISCCART 457823.8 3777048.9 452.37 1732.5
463 ** RCPDESCR Neighbors
464 RE DISCCART 457833.8 3777048.9 452.45 1732.5
465 ** RCPDESCR Neighbors
466 RE DISCCART 457843.8 3777048.9 452.55 1732.5
467 ** RCPDESCR Neighbors
468 RE DISCCART 457853.8 3777048.9 452.58 1732.5
469 ** RCPDESCR Neighbors
470 RE DISCCART 457863.8 3777048.9 452.62 1732.5
471 ** RCPDESCR Neighbors
472 RE DISCCART 457873.8 3777048.9 452.67 1732.5
473 ** RCPDESCR Neighbors
474 RE DISCCART 457883.8 3777048.9 452.72 1732.5
475 ** RCPDESCR Neighbors
476 RE DISCCART 457893.8 3777048.9 452.74 1732.5
477 ** RCPDESCR Neighbors
478 RE DISCCART 457903.8 3777048.9 452.77 1732.5
479 ** RCPDESCR Neighbors
480 RE DISCCART 457913.8 3777048.9 452.77 1732.5
481 ** RCPDESCR Neighbors
482 RE DISCCART 457923.8 3777048.9 452.78 1732.5
483 ** RCPDESCR Neighbors
484 RE DISCCART 457933.8 3777048.9 452.79 1732.5
485 ** RCPDESCR Neighbors
486 RE DISCCART 457943.8 3777048.9 452.83 1732.5
487 ** RCPDESCR Neighbors
488 RE DISCCART 457953.8 3777048.9 452.87 1732.5
489 ** RCPDESCR Neighbors
490 RE DISCCART 457963.8 3777048.9 452.88 1732.5
491 ** RCPDESCR Neighbors
492 RE DISCCART 457973.8 3777048.9 452.96 1732.5
493 ** RCPDESCR Neighbors
494 RE DISCCART 457983.8 3777048.9 453.05 1732.5
495 ** RCPDESCR Neighbors
496 RE DISCCART 457993.8 3777048.9 453.05 1732.5
497 ** RCPDESCR Neighbors
498 RE DISCCART 458003.8 3777048.9 453.08 1732.5
499 ** RCPDESCR Neighbors
500 RE DISCCART 458013.8 3777048.9 453.13 1732.5
501 ** RCPDESCR Neighbors
502 RE DISCCART 458023.8 3777048.9 453.18 1732.5
503 ** RCPDESCR Neighbors
504 RE DISCCART 458033.8 3777048.9 453.24 1732.5
505 ** RCPDESCR Neighbors
506 RE DISCCART 458043.8 3777048.9 453.27 1732.5
507 ** RCPDESCR Neighbors
508 RE DISCCART 458053.8 3777048.9 453.28 1732.5
509 ** RCPDESCR Neighbors
510 RE DISCCART 458063.8 3777048.9 453.33 1732.5
511 ** RCPDESCR Neighbors
512 RE DISCCART 458073.8 3777048.9 453.45 1732.5
513 ** RCPDESCR Neighbors
514 RE DISCCART 458083.8 3777048.9 453.55 1732.5
515 ** RCPDESCR Neighbors
516 RE DISCCART 458093.8 3777048.9 453.58 1732.5
517 ** RCPDESCR Neighbors
518 RE DISCCART 458103.8 3777048.9 453.63 1732.5
519 ** RCPDESCR Neighbors
520 RE DISCCART 458113.8 3777048.9 453.7 1732.5
521 ** RCPDESCR Neighbors
522 RE DISCCART 458123.8 3777048.9 453.77 1732.5
523 ** RCPDESCR Neighbors
524 RE DISCCART 458133.8 3777048.9 453.81 1732.5
525 ** RCPDESCR Neighbors
526 RE DISCCART 458143.8 3777048.9 453.88 1732.5 291 527 ** RCPDESCR Neighbors
528 RE DISCCART 458153.8 3777048.9 453.96 1732.5
529 ** RCPDESCR Neighbors
530 RE DISCCART 458163.8 3777048.9 454.05 1732.5
531 ** RCPDESCR Neighbors
532 RE DISCCART 457753.8 3777058.9 452.17 1732.5
533 ** RCPDESCR Neighbors
534 RE DISCCART 457763.8 3777058.9 452.24 1732.5
535 ** RCPDESCR Neighbors
536 RE DISCCART 457773.8 3777058.9 452.28 1732.5
537 ** RCPDESCR Neighbors
538 RE DISCCART 457783.8 3777058.9 452.33 1732.5
539 ** RCPDESCR Neighbors
540 RE DISCCART 457793.8 3777058.9 452.45 1732.5
541 ** RCPDESCR Neighbors
542 RE DISCCART 457803.8 3777058.9 452.55 1732.5
543 ** RCPDESCR Neighbors
544 RE DISCCART 457813.8 3777058.9 452.58 1732.5
545 ** RCPDESCR Neighbors
546 RE DISCCART 457823.8 3777058.9 452.63 1732.5
547 ** RCPDESCR Neighbors
548 RE DISCCART 457833.8 3777058.9 452.68 1732.5
549 ** RCPDESCR Neighbors
550 RE DISCCART 457843.8 3777058.9 452.74 1732.5
551 ** RCPDESCR Neighbors
552 RE DISCCART 457853.8 3777058.9 452.77 1732.5
553 ** RCPDESCR Neighbors
554 RE DISCCART 457863.8 3777058.9 452.78 1732.5
555 ** RCPDESCR Neighbors
556 RE DISCCART 457873.8 3777058.9 452.83 1732.5
557 ** RCPDESCR Neighbors
558 RE DISCCART 457883.8 3777058.9 452.87 1732.5
559 ** RCPDESCR Neighbors
560 RE DISCCART 457893.8 3777058.9 452.95 1732.5
561 ** RCPDESCR Neighbors
562 RE DISCCART 457903.8 3777058.9 453.05 1732.5
563 ** RCPDESCR Neighbors
564 RE DISCCART 457913.8 3777058.9 453.05 1732.5
565 ** RCPDESCR Neighbors
566 RE DISCCART 457923.8 3777058.9 453.08 1732.5
567 ** RCPDESCR Neighbors
568 RE DISCCART 457933.8 3777058.9 453.12 1732.5
569 ** RCPDESCR Neighbors
570 RE DISCCART 457943.8 3777058.9 453.13 1732.5
571 ** RCPDESCR Neighbors
572 RE DISCCART 457953.8 3777058.9 453.15 1732.5
573 ** RCPDESCR Neighbors
574 RE DISCCART 457963.8 3777058.9 453.18 1732.5
575 ** RCPDESCR Neighbors
576 RE DISCCART 457973.8 3777058.9 453.24 1732.5
577 ** RCPDESCR Neighbors
578 RE DISCCART 457983.8 3777058.9 453.27 1732.5
579 ** RCPDESCR Neighbors
580 RE DISCCART 457993.8 3777058.9 453.27 1732.5
581 ** RCPDESCR Neighbors
582 RE DISCCART 458003.8 3777058.9 453.28 1732.5
583 ** RCPDESCR Neighbors
584 RE DISCCART 458013.8 3777058.9 453.33 1732.5
585 ** RCPDESCR Neighbors
586 RE DISCCART 458023.8 3777058.9 453.38 1732.5
587 ** RCPDESCR Neighbors
588 RE DISCCART 458033.8 3777058.9 453.46 1732.5
589 ** RCPDESCR Neighbors
590 RE DISCCART 458043.8 3777058.9 453.55 1732.5
591 ** RCPDESCR Neighbors
592 RE DISCCART 458053.8 3777058.9 453.58 1732.5 292 593 ** RCPDESCR Neighbors
594 RE DISCCART 458063.8 3777058.9 453.63 1732.5
595 ** RCPDESCR Neighbors
596 RE DISCCART 458073.8 3777058.9 453.7 1732.5
597 ** RCPDESCR Neighbors
598 RE DISCCART 458083.8 3777058.9 453.77 1732.5
599 ** RCPDESCR Neighbors
600 RE DISCCART 458093.8 3777058.9 453.78 1732.5
601 ** RCPDESCR Neighbors
602 RE DISCCART 458103.8 3777058.9 453.83 1732.5
603 ** RCPDESCR Neighbors
604 RE DISCCART 458113.8 3777058.9 453.95 1732.5
605 ** RCPDESCR Neighbors
606 RE DISCCART 458123.8 3777058.9 454.05 1732.5
607 ** RCPDESCR Neighbors
608 RE DISCCART 458133.8 3777058.9 454.08 1732.5
609 ** RCPDESCR Neighbors
610 RE DISCCART 458143.8 3777058.9 454.17 1732.5
611 ** RCPDESCR Neighbors
612 RE DISCCART 458153.8 3777058.9 454.24 1732.5
613 ** RCPDESCR Neighbors
614 RE DISCCART 458163.8 3777058.9 454.27 1732.5
615 ** RCPDESCR Neighbors
616 RE DISCCART 457753.8 3777068.9 452.33 1732.5
617 ** RCPDESCR Neighbors
618 RE DISCCART 457763.8 3777068.9 452.45 1732.5
619 ** RCPDESCR Neighbors
620 RE DISCCART 457773.8 3777068.9 452.58 1732.5
621 ** RCPDESCR Neighbors
622 RE DISCCART 457783.8 3777068.9 452.62 1732.5
623 ** RCPDESCR Neighbors
624 RE DISCCART 457793.8 3777068.9 452.67 1732.5
625 ** RCPDESCR Neighbors
626 RE DISCCART 457803.8 3777068.9 452.74 1732.5
627 ** RCPDESCR Neighbors
628 RE DISCCART 457813.8 3777068.9 452.77 1732.5
629 ** RCPDESCR Neighbors
630 RE DISCCART 457823.8 3777068.9 452.81 1732.5
631 ** RCPDESCR Neighbors
632 RE DISCCART 457833.8 3777068.9 452.87 1732.5
633 ** RCPDESCR Neighbors
634 RE DISCCART 457843.8 3777068.9 452.95 1732.5
635 ** RCPDESCR Neighbors
636 RE DISCCART 457853.8 3777068.9 453.05 1732.5
637 ** RCPDESCR Neighbors
638 RE DISCCART 457863.8 3777068.9 453.08 1732.5
639 ** RCPDESCR Neighbors
640 RE DISCCART 457873.8 3777068.9 453.12 1732.5
641 ** RCPDESCR Neighbors
642 RE DISCCART 457883.8 3777068.9 453.13 1732.5
643 ** RCPDESCR Neighbors
644 RE DISCCART 457893.8 3777068.9 453.18 1732.5
645 ** RCPDESCR Neighbors
646 RE DISCCART 457903.8 3777068.9 453.24 1732.5
647 ** RCPDESCR Neighbors
648 RE DISCCART 457913.8 3777068.9 453.27 1732.5
649 ** RCPDESCR Neighbors
650 RE DISCCART 457923.8 3777068.9 453.27 1732.5
651 ** RCPDESCR Neighbors
652 RE DISCCART 457933.8 3777068.9 453.28 1732.5
653 ** RCPDESCR Neighbors
654 RE DISCCART 457943.8 3777068.9 453.33 1732.5
655 ** RCPDESCR Neighbors
656 RE DISCCART 457953.8 3777068.9 453.37 1732.5
657 ** RCPDESCR Neighbors
658 RE DISCCART 457963.8 3777068.9 453.38 1732.5 293 659 ** RCPDESCR Neighbors
660 RE DISCCART 457973.8 3777068.9 453.46 1732.5
661 ** RCPDESCR Neighbors
662 RE DISCCART 457983.8 3777068.9 453.55 1732.5
663 ** RCPDESCR Neighbors
664 RE DISCCART 457993.8 3777068.9 453.55 1732.5
665 ** RCPDESCR Neighbors
666 RE DISCCART 458003.8 3777068.9 453.58 1732.5
667 ** RCPDESCR Neighbors
668 RE DISCCART 458013.8 3777068.9 453.63 1732.5
669 ** RCPDESCR Neighbors
670 RE DISCCART 458023.8 3777068.9 453.68 1732.5
671 ** RCPDESCR Neighbors
672 RE DISCCART 458033.8 3777068.9 453.74 1732.5
673 ** RCPDESCR Neighbors
674 RE DISCCART 458043.8 3777068.9 453.77 1732.5
675 ** RCPDESCR Neighbors
676 RE DISCCART 458053.8 3777068.9 453.78 1732.5
677 ** RCPDESCR Neighbors
678 RE DISCCART 458063.8 3777068.9 453.84 1732.5
679 ** RCPDESCR Neighbors
680 RE DISCCART 458073.8 3777068.9 453.96 1732.5
681 ** RCPDESCR Neighbors
682 RE DISCCART 458083.8 3777068.9 454.05 1732.5
683 ** RCPDESCR Neighbors
684 RE DISCCART 458093.8 3777068.9 454.08 1732.5
685 ** RCPDESCR Neighbors
686 RE DISCCART 458103.8 3777068.9 454.13 1732.5
687 ** RCPDESCR Neighbors
688 RE DISCCART 458113.8 3777068.9 454.2 1732.5
689 ** RCPDESCR Neighbors
690 RE DISCCART 458123.8 3777068.9 454.27 1732.5
691 ** RCPDESCR Neighbors
692 RE DISCCART 458133.8 3777068.9 454.28 1732.5
693 ** RCPDESCR Neighbors
694 RE DISCCART 458143.8 3777068.9 454.33 1732.5
695 ** RCPDESCR Neighbors
696 RE DISCCART 458153.8 3777068.9 454.45 1732.5
697 ** RCPDESCR Neighbors
698 RE DISCCART 458163.8 3777068.9 454.55 1732.5
699 ** RCPDESCR Neighbors
700 RE DISCCART 457753.8 3777078.9 452.63 1732.5
701 ** RCPDESCR Neighbors
702 RE DISCCART 457763.8 3777078.9 452.68 1732.5
703 ** RCPDESCR Neighbors
704 RE DISCCART 457773.8 3777078.9 452.74 1732.5
705 ** RCPDESCR Neighbors
706 RE DISCCART 457783.8 3777078.9 452.78 1732.5
707 ** RCPDESCR Neighbors
708 RE DISCCART 457793.8 3777078.9 452.83 1732.5
709 ** RCPDESCR Neighbors
710 RE DISCCART 457803.8 3777078.9 452.95 1732.5
711 ** RCPDESCR Neighbors
712 RE DISCCART 457813.8 3777078.9 453.05 1732.5
713 ** RCPDESCR Neighbors
714 RE DISCCART 457823.8 3777078.9 453.08 1732.5
715 ** RCPDESCR Neighbors
716 RE DISCCART 457833.8 3777078.9 453.12 1732.5
717 ** RCPDESCR Neighbors
718 RE DISCCART 457843.8 3777078.9 453.17 1732.5
719 ** RCPDESCR Neighbors
720 RE DISCCART 457853.8 3777078.9 453.24 1732.5
721 ** RCPDESCR Neighbors
722 RE DISCCART 457863.8 3777078.9 453.27 1732.5
723 ** RCPDESCR Neighbors
724 RE DISCCART 457873.8 3777078.9 453.27 1732.5 294 725 ** RCPDESCR Neighbors
726 RE DISCCART 457883.8 3777078.9 453.31 1732.5
727 ** RCPDESCR Neighbors
728 RE DISCCART 457893.8 3777078.9 453.37 1732.5
729 ** RCPDESCR Neighbors
730 RE DISCCART 457903.8 3777078.9 453.45 1732.5
731 ** RCPDESCR Neighbors
732 RE DISCCART 457913.8 3777078.9 453.55 1732.5
733 ** RCPDESCR Neighbors
734 RE DISCCART 457923.8 3777078.9 453.55 1732.5
735 ** RCPDESCR Neighbors
736 RE DISCCART 457933.8 3777078.9 453.58 1732.5
737 ** RCPDESCR Neighbors
738 RE DISCCART 457943.8 3777078.9 453.63 1732.5
739 ** RCPDESCR Neighbors
740 RE DISCCART 457953.8 3777078.9 453.65 1732.5
741 ** RCPDESCR Neighbors
742 RE DISCCART 457963.8 3777078.9 453.68 1732.5
743 ** RCPDESCR Neighbors
744 RE DISCCART 457973.8 3777078.9 453.74 1732.5
745 ** RCPDESCR Neighbors
746 RE DISCCART 457983.8 3777078.9 453.77 1732.5
747 ** RCPDESCR Neighbors
748 RE DISCCART 457993.8 3777078.9 453.78 1732.5
749 ** RCPDESCR Neighbors
750 RE DISCCART 458003.8 3777078.9 453.79 1732.5
751 ** RCPDESCR Neighbors
752 RE DISCCART 458013.8 3777078.9 453.83 1732.5
753 ** RCPDESCR Neighbors
754 RE DISCCART 458023.8 3777078.9 453.88 1732.5
755 ** RCPDESCR Neighbors
756 RE DISCCART 458033.8 3777078.9 453.96 1732.5
757 ** RCPDESCR Neighbors
758 RE DISCCART 458043.8 3777078.9 454.05 1732.5
759 ** RCPDESCR Neighbors
760 RE DISCCART 458053.8 3777078.9 454.09 1732.5
761 ** RCPDESCR Neighbors
762 RE DISCCART 458063.8 3777078.9 454.18 1732.5
763 ** RCPDESCR Neighbors
764 RE DISCCART 458073.8 3777078.9 454.24 1732.5
765 ** RCPDESCR Neighbors
766 RE DISCCART 458083.8 3777078.9 454.27 1732.5
767 ** RCPDESCR Neighbors
768 RE DISCCART 458093.8 3777078.9 454.28 1732.5
769 ** RCPDESCR Neighbors
770 RE DISCCART 458103.8 3777078.9 454.34 1732.5
771 ** RCPDESCR Neighbors
772 RE DISCCART 458113.8 3777078.9 454.46 1732.5
773 ** RCPDESCR Neighbors
774 RE DISCCART 458123.8 3777078.9 454.55 1732.5
775 ** RCPDESCR Neighbors
776 RE DISCCART 458133.8 3777078.9 454.58 1732.5
777 ** RCPDESCR Neighbors
778 RE DISCCART 458143.8 3777078.9 454.63 1732.5
779 ** RCPDESCR Neighbors
780 RE DISCCART 458153.8 3777078.9 454.68 1732.5
781 ** RCPDESCR Neighbors
782 RE DISCCART 458163.8 3777078.9 454.74 1732.5
783 ** RCPDESCR Neighbors
784 RE DISCCART 457753.8 3777088.9 452.81 1732.5
785 ** RCPDESCR Neighbors
786 RE DISCCART 457763.8 3777088.9 452.88 1732.5
787 ** RCPDESCR Neighbors
788 RE DISCCART 457773.8 3777088.9 452.96 1732.5
789 ** RCPDESCR Neighbors
790 RE DISCCART 457783.8 3777088.9 453.08 1732.5 295 791 ** RCPDESCR Neighbors
792 RE DISCCART 457793.8 3777088.9 453.12 1732.5
793 ** RCPDESCR Neighbors
794 RE DISCCART 457803.8 3777088.9 453.17 1732.5
795 ** RCPDESCR Neighbors
796 RE DISCCART 457813.8 3777088.9 453.24 1732.5
797 ** RCPDESCR Neighbors
798 RE DISCCART 457823.8 3777088.9 453.27 1732.5
799 ** RCPDESCR Neighbors
800 RE DISCCART 457833.8 3777088.9 453.28 1732.5
801 ** RCPDESCR Neighbors
802 RE DISCCART 457843.8 3777088.9 453.33 1732.5
803 ** RCPDESCR Neighbors
804 RE DISCCART 457853.8 3777088.9 453.45 1732.5
805 ** RCPDESCR Neighbors
806 RE DISCCART 457863.8 3777088.9 453.55 1732.5
807 ** RCPDESCR Neighbors
808 RE DISCCART 457873.8 3777088.9 453.55 1732.5
809 ** RCPDESCR Neighbors
810 RE DISCCART 457883.8 3777088.9 453.58 1732.5
811 ** RCPDESCR Neighbors
812 RE DISCCART 457893.8 3777088.9 453.63 1732.5
813 ** RCPDESCR Neighbors
814 RE DISCCART 457903.8 3777088.9 453.68 1732.5
815 ** RCPDESCR Neighbors
816 RE DISCCART 457913.8 3777088.9 453.74 1732.5
817 ** RCPDESCR Neighbors
818 RE DISCCART 457923.8 3777088.9 453.77 1732.5
819 ** RCPDESCR Neighbors
820 RE DISCCART 457933.8 3777088.9 453.78 1732.5
821 ** RCPDESCR Neighbors
822 RE DISCCART 457943.8 3777088.9 453.83 1732.5
823 ** RCPDESCR Neighbors
824 RE DISCCART 457953.8 3777088.9 453.88 1732.5
825 ** RCPDESCR Neighbors
826 RE DISCCART 457963.8 3777088.9 453.89 1732.5
827 ** RCPDESCR Neighbors
828 RE DISCCART 457973.8 3777088.9 453.96 1732.5
829 ** RCPDESCR Neighbors
830 RE DISCCART 457983.8 3777088.9 454.05 1732.5
831 ** RCPDESCR Neighbors
832 RE DISCCART 457993.8 3777088.9 454.08 1732.5
833 ** RCPDESCR Neighbors
834 RE DISCCART 458003.8 3777088.9 454.13 1732.5
835 ** RCPDESCR Neighbors
836 RE DISCCART 458013.8 3777088.9 454.15 1732.5
837 ** RCPDESCR Neighbors
838 RE DISCCART 458023.8 3777088.9 454.2 1732.5
839 ** RCPDESCR Neighbors
840 RE DISCCART 458033.8 3777088.9 454.27 1732.5
841 ** RCPDESCR Neighbors
842 RE DISCCART 458043.8 3777088.9 454.28 1732.5
843 ** RCPDESCR Neighbors
844 RE DISCCART 458053.8 3777088.9 454.33 1732.5
845 ** RCPDESCR Neighbors
846 RE DISCCART 458063.8 3777088.9 454.38 1732.5
847 ** RCPDESCR Neighbors
848 RE DISCCART 458073.8 3777088.9 454.46 1732.5
849 ** RCPDESCR Neighbors
850 RE DISCCART 458083.8 3777088.9 454.55 1732.5
851 ** RCPDESCR Neighbors
852 RE DISCCART 458093.8 3777088.9 454.58 1732.5
853 ** RCPDESCR Neighbors
854 RE DISCCART 458103.8 3777088.9 454.67 1732.5
855 ** RCPDESCR Neighbors
856 RE DISCCART 458113.8 3777088.9 454.74 1732.5 296 857 ** RCPDESCR Neighbors
858 RE DISCCART 458123.8 3777088.9 454.77 1732.5
859 ** RCPDESCR Neighbors
860 RE DISCCART 458133.8 3777088.9 454.78 1732.5
861 ** RCPDESCR Neighbors
862 RE DISCCART 458143.8 3777088.9 454.83 1732.5
863 ** RCPDESCR Neighbors
864 RE DISCCART 458153.8 3777088.9 454.88 1732.5
865 ** RCPDESCR Neighbors
866 RE DISCCART 458163.8 3777088.9 454.96 1732.5
867 ** RCPDESCR Neighbors
868 RE DISCCART 457753.8 3777098.9 453.08 1732.5
869 ** RCPDESCR Neighbors
870 RE DISCCART 457763.8 3777098.9 453.17 1732.5
871 ** RCPDESCR Neighbors
872 RE DISCCART 457773.8 3777098.9 453.24 1732.5
873 ** RCPDESCR Neighbors
874 RE DISCCART 457783.8 3777098.9 453.27 1732.5
875 ** RCPDESCR Neighbors
876 RE DISCCART 457793.8 3777098.9 453.28 1732.5
877 ** RCPDESCR Neighbors
878 RE DISCCART 457803.8 3777098.9 453.33 1732.5
879 ** RCPDESCR Neighbors
880 RE DISCCART 457813.8 3777098.9 453.45 1732.5
881 ** RCPDESCR Neighbors
882 RE DISCCART 457823.8 3777098.9 453.55 1732.5
883 ** RCPDESCR Neighbors
884 RE DISCCART 457833.8 3777098.9 453.58 1732.5
885 ** RCPDESCR Neighbors
886 RE DISCCART 457843.8 3777098.9 453.62 1732.5
887 ** RCPDESCR Neighbors
888 RE DISCCART 457853.8 3777098.9 453.67 1732.5
889 ** RCPDESCR Neighbors
890 RE DISCCART 457863.8 3777098.9 453.72 1732.5
891 ** RCPDESCR Neighbors
892 RE DISCCART 457873.8 3777098.9 453.74 1732.5
893 ** RCPDESCR Neighbors
894 RE DISCCART 457883.8 3777098.9 453.77 1732.5
895 ** RCPDESCR Neighbors
896 RE DISCCART 457893.8 3777098.9 453.81 1732.5
897 ** RCPDESCR Neighbors
898 RE DISCCART 457903.8 3777098.9 453.87 1732.5
899 ** RCPDESCR Neighbors
900 RE DISCCART 457913.8 3777098.9 453.95 1732.5
901 ** RCPDESCR Neighbors
902 RE DISCCART 457923.8 3777098.9 454.05 1732.5
903 ** RCPDESCR Neighbors
904 RE DISCCART 457933.8 3777098.9 454.08 1732.5
905 ** RCPDESCR Neighbors
906 RE DISCCART 457943.8 3777098.9 454.12 1732.5
907 ** RCPDESCR Neighbors
908 RE DISCCART 457953.8 3777098.9 454.17 1732.5
909 ** RCPDESCR Neighbors
910 RE DISCCART 457963.8 3777098.9 454.24 1732.5
911 ** RCPDESCR Neighbors
912 RE DISCCART 457973.8 3777098.9 454.27 1732.5
913 ** RCPDESCR Neighbors
914 RE DISCCART 457983.8 3777098.9 454.27 1732.5
915 ** RCPDESCR Neighbors
916 RE DISCCART 457993.8 3777098.9 454.28 1732.5
917 ** RCPDESCR Neighbors
918 RE DISCCART 458003.8 3777098.9 454.33 1732.5
919 ** RCPDESCR Neighbors
920 RE DISCCART 458013.8 3777098.9 454.38 1732.5
921 ** RCPDESCR Neighbors
922 RE DISCCART 458023.8 3777098.9 454.46 1732.5 297 923 ** RCPDESCR Neighbors
924 RE DISCCART 458033.8 3777098.9 454.55 1732.5
925 ** RCPDESCR Neighbors
926 RE DISCCART 458043.8 3777098.9 454.58 1732.5
927 ** RCPDESCR Neighbors
928 RE DISCCART 458053.8 3777098.9 454.63 1732.5
929 ** RCPDESCR Neighbors
930 RE DISCCART 458063.8 3777098.9 454.68 1732.5
931 ** RCPDESCR Neighbors
932 RE DISCCART 458073.8 3777098.9 454.74 1732.5
933 ** RCPDESCR Neighbors
934 RE DISCCART 458083.8 3777098.9 454.77 1732.5
935 ** RCPDESCR Neighbors
936 RE DISCCART 458093.8 3777098.9 454.78 1732.5
937 ** RCPDESCR Neighbors
938 RE DISCCART 458103.8 3777098.9 454.83 1732.5
939 ** RCPDESCR Neighbors
940 RE DISCCART 458113.8 3777098.9 454.95 1732.5
941 ** RCPDESCR Neighbors
942 RE DISCCART 458123.8 3777098.9 455.05 1732.5
943 ** RCPDESCR Neighbors
944 RE DISCCART 458133.8 3777098.9 455.08 1732.5
945 ** RCPDESCR Neighbors
946 RE DISCCART 458143.8 3777098.9 455.13 1732.5
947 ** RCPDESCR Neighbors
948 RE DISCCART 458153.8 3777098.9 455.18 1732.5
949 ** RCPDESCR Neighbors
950 RE DISCCART 458163.8 3777098.9 455.24 1732.5
951 ** RCPDESCR Neighbors
952 RE DISCCART 457753.8 3777108.9 453.27 1732.5
953 ** RCPDESCR Neighbors
954 RE DISCCART 457763.8 3777108.9 453.31 1732.5
955 ** RCPDESCR Neighbors
956 RE DISCCART 457773.8 3777108.9 453.45 1732.5
957 ** RCPDESCR Neighbors
958 RE DISCCART 457783.8 3777108.9 453.55 1732.5
959 ** RCPDESCR Neighbors
960 RE DISCCART 457793.8 3777108.9 453.58 1732.5
961 ** RCPDESCR Neighbors
962 RE DISCCART 457803.8 3777108.9 453.63 1732.5
963 ** RCPDESCR Neighbors
964 RE DISCCART 457813.8 3777108.9 453.68 1732.5
965 ** RCPDESCR Neighbors
966 RE DISCCART 457823.8 3777108.9 453.74 1732.5
967 ** RCPDESCR Neighbors
968 RE DISCCART 457833.8 3777108.9 453.77 1732.5
969 ** RCPDESCR Neighbors
970 RE DISCCART 457843.8 3777108.9 453.78 1732.5
971 ** RCPDESCR Neighbors
972 RE DISCCART 457853.8 3777108.9 453.83 1732.5
973 ** RCPDESCR Neighbors
974 RE DISCCART 457863.8 3777108.9 453.88 1732.5
975 ** RCPDESCR Neighbors
976 RE DISCCART 457873.8 3777108.9 453.96 1732.5
977 ** RCPDESCR Neighbors
978 RE DISCCART 457883.8 3777108.9 454.05 1732.5
979 ** RCPDESCR Neighbors
980 RE DISCCART 457893.8 3777108.9 454.08 1732.5
981 ** RCPDESCR Neighbors
982 RE DISCCART 457903.8 3777108.9 454.13 1732.5
983 ** RCPDESCR Neighbors
984 RE DISCCART 457913.8 3777108.9 454.18 1732.5
985 ** RCPDESCR Neighbors
986 RE DISCCART 457923.8 3777108.9 454.24 1732.5
987 ** RCPDESCR Neighbors
988 RE DISCCART 457933.8 3777108.9 454.27 1732.5 298 989 ** RCPDESCR Neighbors
990 RE DISCCART 457943.8 3777108.9 454.28 1732.5
991 ** RCPDESCR Neighbors
992 RE DISCCART 457953.8 3777108.9 454.34 1732.5
993 ** RCPDESCR Neighbors
994 RE DISCCART 457963.8 3777108.9 454.46 1732.5
995 ** RCPDESCR Neighbors
996 RE DISCCART 457973.8 3777108.9 454.55 1732.5
997 ** RCPDESCR Neighbors
998 RE DISCCART 457983.8 3777108.9 454.55 1732.5
999 ** RCPDESCR Neighbors
1000 RE DISCCART 457993.8 3777108.9 454.58 1732.5 1001 ** RCPDESCR Neighbors
1002 RE DISCCART 458003.8 3777108.9 454.63 1732.5 1003 ** RCPDESCR Neighbors
1004 RE DISCCART 458013.8 3777108.9 454.68 1732.5 1005 ** RCPDESCR Neighbors
1006 RE DISCCART 458023.8 3777108.9 454.74 1732.5 1007 ** RCPDESCR Neighbors
1008 RE DISCCART 458033.8 3777108.9 454.77 1732.5 1009 ** RCPDESCR Neighbors
1010 RE DISCCART 458043.8 3777108.9 454.78 1732.5 1011 ** RCPDESCR Neighbors
1012 RE DISCCART 458053.8 3777108.9 454.83 1732.5 1013 ** RCPDESCR Neighbors
1014 RE DISCCART 458063.8 3777108.9 454.88 1732.5 1015 ** RCPDESCR Neighbors
1016 RE DISCCART 458073.8 3777108.9 454.96 1732.5 1017 ** RCPDESCR Neighbors
1018 RE DISCCART 458083.8 3777108.9 455.05 1732.5 1019 ** RCPDESCR Neighbors
1020 RE DISCCART 458093.8 3777108.9 455.08 1732.5 1021 ** RCPDESCR Neighbors
1022 RE DISCCART 458103.8 3777108.9 455.13 1732.5 1023 ** RCPDESCR Neighbors
1024 RE DISCCART 458113.8 3777108.9 455.18 1732.5 1025 ** RCPDESCR Neighbors
1026 RE DISCCART 458123.8 3777108.9 455.24 1732.5 1027 ** RCPDESCR Neighbors
1028 RE DISCCART 458133.8 3777108.9 455.28 1732.5 1029 ** RCPDESCR Neighbors
1030 RE DISCCART 458143.8 3777108.9 455.33 1732.5 1031 ** RCPDESCR Neighbors
1032 RE DISCCART 458153.8 3777108.9 455.38 1732.5 1033 ** RCPDESCR Neighbors
1034 RE DISCCART 458163.8 3777108.9 455.46 1732.5 1035 ** RCPDESCR Neighbors
1036 RE DISCCART 457753.8 3777118.9 453.55 1732.5 1037 ** RCPDESCR Neighbors
1038 RE DISCCART 457763.8 3777118.9 453.58 1732.5 1039 ** RCPDESCR Neighbors
1040 RE DISCCART 457773.8 3777118.9 453.67 1732.5 1041 ** RCPDESCR Neighbors
1042 RE DISCCART 457783.8 3777118.9 453.72 1732.5 1043 ** RCPDESCR Neighbors
1044 RE DISCCART 457793.8 3777118.9 453.74 1732.5 1045 ** RCPDESCR Neighbors
1046 RE DISCCART 457803.8 3777118.9 453.81 1732.5 1047 ** RCPDESCR Neighbors
1048 RE DISCCART 457813.8 3777118.9 453.87 1732.5 1049 ** RCPDESCR Neighbors
1050 RE DISCCART 457823.8 3777118.9 453.95 1732.5 1051 ** RCPDESCR Neighbors
1052 RE DISCCART 457833.8 3777118.9 454.05 1732.5 1053 ** RCPDESCR Neighbors
1054 RE DISCCART 457843.8 3777118.9 454.08 1732.5 299 1055 ** RCPDESCR Neighbors
1056 RE DISCCART 457853.8 3777118.9 454.12 1732.5 1057 ** RCPDESCR Neighbors
1058 RE DISCCART 457863.8 3777118.9 454.17 1732.5 1059 ** RCPDESCR Neighbors
1060 RE DISCCART 457873.8 3777118.9 454.22 1732.5 1061 ** RCPDESCR Neighbors
1062 RE DISCCART 457883.8 3777118.9 454.24 1732.5 1063 ** RCPDESCR Neighbors
1064 RE DISCCART 457893.8 3777118.9 454.28 1732.5 1065 ** RCPDESCR Neighbors
1066 RE DISCCART 457903.8 3777118.9 454.33 1732.5 1067 ** RCPDESCR Neighbors
1068 RE DISCCART 457913.8 3777118.9 454.38 1732.5 1069 ** RCPDESCR Neighbors
1070 RE DISCCART 457923.8 3777118.9 454.46 1732.5 1071 ** RCPDESCR Neighbors
1072 RE DISCCART 457933.8 3777118.9 454.55 1732.5 1073 ** RCPDESCR Neighbors
1074 RE DISCCART 457943.8 3777118.9 454.58 1732.5 1075 ** RCPDESCR Neighbors
1076 RE DISCCART 457953.8 3777118.9 454.67 1732.5 1077 ** RCPDESCR Neighbors
1078 RE DISCCART 457963.8 3777118.9 454.72 1732.5 1079 ** RCPDESCR Neighbors
1080 RE DISCCART 457973.8 3777118.9 454.74 1732.5 1081 ** RCPDESCR Neighbors
1082 RE DISCCART 457983.8 3777118.9 454.77 1732.5 1083 ** RCPDESCR Neighbors
1084 RE DISCCART 457993.8 3777118.9 454.78 1732.5 1085 ** RCPDESCR Neighbors
1086 RE DISCCART 458003.8 3777118.9 454.83 1732.5 1087 ** RCPDESCR Neighbors
1088 RE DISCCART 458013.8 3777118.9 454.88 1732.5 1089 ** RCPDESCR Neighbors
1090 RE DISCCART 458023.8 3777118.9 454.96 1732.5 1091 ** RCPDESCR Neighbors
1092 RE DISCCART 458033.8 3777118.9 455.05 1732.5 1093 ** RCPDESCR Neighbors
1094 RE DISCCART 458043.8 3777118.9 455.08 1732.5 1095 ** RCPDESCR Neighbors
1096 RE DISCCART 458053.8 3777118.9 455.13 1732.5 1097 ** RCPDESCR Neighbors
1098 RE DISCCART 458063.8 3777118.9 455.18 1732.5 1099 ** RCPDESCR Neighbors
1100 RE DISCCART 458073.8 3777118.9 455.24 1732.5 1101 ** RCPDESCR Neighbors
1102 RE DISCCART 458083.8 3777118.9 455.27 1732.5 1103 ** RCPDESCR Neighbors
1104 RE DISCCART 458093.8 3777118.9 455.28 1732.5 1105 ** RCPDESCR Neighbors
1106 RE DISCCART 458103.8 3777118.9 455.33 1732.5 1107 ** RCPDESCR Neighbors
1108 RE DISCCART 458113.8 3777118.9 455.38 1732.5 1109 ** RCPDESCR Neighbors
1110 RE DISCCART 458123.8 3777118.9 455.46 1732.5 1111 ** RCPDESCR Neighbors
1112 RE DISCCART 458133.8 3777118.9 455.58 1732.5 1113 ** RCPDESCR Neighbors
1114 RE DISCCART 458143.8 3777118.9 455.63 1732.5 1115 ** RCPDESCR Neighbors
1116 RE DISCCART 458153.8 3777118.9 455.68 1732.5 1117 ** RCPDESCR Neighbors
1118 RE DISCCART 458163.8 3777118.9 455.74 1732.5 1119 ** RCPDESCR Neighbors
1120 RE DISCCART 457753.8 3777128.9 453.74 1732.5 300 1121 ** RCPDESCR Neighbors
1122 RE DISCCART 457763.8 3777128.9 453.78 1732.5 1123 ** RCPDESCR Neighbors
1124 RE DISCCART 457773.8 3777128.9 453.83 1732.5 1125 ** RCPDESCR Neighbors
1126 RE DISCCART 457783.8 3777128.9 453.88 1732.5 1127 ** RCPDESCR Neighbors
1128 RE DISCCART 457793.8 3777128.9 453.96 1732.5 1129 ** RCPDESCR Neighbors
1130 RE DISCCART 457803.8 3777128.9 454.08 1732.5 1131 ** RCPDESCR Neighbors
1132 RE DISCCART 457813.8 3777128.9 454.13 1732.5 1133 ** RCPDESCR Neighbors
1134 RE DISCCART 457823.8 3777128.9 454.18 1732.5 1135 ** RCPDESCR Neighbors
1136 RE DISCCART 457833.8 3777128.9 454.24 1732.5 1137 ** RCPDESCR Neighbors
1138 RE DISCCART 457843.8 3777128.9 454.27 1732.5 1139 ** RCPDESCR Neighbors
1140 RE DISCCART 457853.8 3777128.9 454.28 1732.5 1141 ** RCPDESCR Neighbors
1142 RE DISCCART 457863.8 3777128.9 454.33 1732.5 1143 ** RCPDESCR Neighbors
1144 RE DISCCART 457873.8 3777128.9 454.38 1732.5 1145 ** RCPDESCR Neighbors
1146 RE DISCCART 457883.8 3777128.9 454.46 1732.5 1147 ** RCPDESCR Neighbors
1148 RE DISCCART 457893.8 3777128.9 454.58 1732.5 1149 ** RCPDESCR Neighbors
1150 RE DISCCART 457903.8 3777128.9 454.63 1732.5 1151 ** RCPDESCR Neighbors
1152 RE DISCCART 457913.8 3777128.9 454.68 1732.5 1153 ** RCPDESCR Neighbors
1154 RE DISCCART 457923.8 3777128.9 454.74 1732.5 1155 ** RCPDESCR Neighbors
1156 RE DISCCART 457933.8 3777128.9 454.77 1732.5 1157 ** RCPDESCR Neighbors
1158 RE DISCCART 457943.8 3777128.9 454.78 1732.5 1159 ** RCPDESCR Neighbors
1160 RE DISCCART 457953.8 3777128.9 454.83 1732.5 1161 ** RCPDESCR Neighbors
1162 RE DISCCART 457963.8 3777128.9 454.88 1732.5 1163 ** RCPDESCR Neighbors
1164 RE DISCCART 457973.8 3777128.9 454.96 1732.5 1165 ** RCPDESCR Neighbors
1166 RE DISCCART 457983.8 3777128.9 455.05 1732.5 1167 ** RCPDESCR Neighbors
1168 RE DISCCART 457993.8 3777128.9 455.08 1732.5 1169 ** RCPDESCR Neighbors
1170 RE DISCCART 458003.8 3777128.9 455.13 1732.5 1171 ** RCPDESCR Neighbors
1172 RE DISCCART 458013.8 3777128.9 455.18 1732.5 1173 ** RCPDESCR Neighbors
1174 RE DISCCART 458023.8 3777128.9 455.24 1732.5 1175 ** RCPDESCR Neighbors
1176 RE DISCCART 458033.8 3777128.9 455.27 1732.5 1177 ** RCPDESCR Neighbors
1178 RE DISCCART 458043.8 3777128.9 455.28 1732.5 1179 ** RCPDESCR Neighbors
1180 RE DISCCART 458053.8 3777128.9 455.33 1732.5 1181 ** RCPDESCR Neighbors
1182 RE DISCCART 458063.8 3777128.9 455.38 1732.5 1183 ** RCPDESCR Neighbors
1184 RE DISCCART 458073.8 3777128.9 455.46 1732.5 1185 ** RCPDESCR Neighbors
1186 RE DISCCART 458083.8 3777128.9 455.55 1732.5 301 1187 ** RCPDESCR Neighbors
1188 RE DISCCART 458093.8 3777128.9 455.58 1732.5 1189 ** RCPDESCR Neighbors
1190 RE DISCCART 458103.8 3777128.9 455.63 1732.5 1191 ** RCPDESCR Neighbors
1192 RE DISCCART 458113.8 3777128.9 455.68 1732.5 1193 ** RCPDESCR Neighbors
1194 RE DISCCART 458123.8 3777128.9 455.74 1732.5 1195 ** RCPDESCR Neighbors
1196 RE DISCCART 458133.8 3777128.9 455.78 1732.5 1197 ** RCPDESCR Neighbors
1198 RE DISCCART 458143.8 3777128.9 455.83 1732.5 1199 ** RCPDESCR Neighbors
1200 RE DISCCART 458153.8 3777128.9 455.88 1732.5 1201 ** RCPDESCR Neighbors
1202 RE DISCCART 458163.8 3777128.9 455.96 1732.5 1203 ** RCPDESCR Neighbors
1204 RE DISCCART 457753.8 3777138.9 453.95 1732.5 1205 ** RCPDESCR Neighbors
1206 RE DISCCART 457763.8 3777138.9 454.08 1732.5 1207 ** RCPDESCR Neighbors
1208 RE DISCCART 457773.8 3777138.9 454.12 1732.5 1209 ** RCPDESCR Neighbors
1210 RE DISCCART 457783.8 3777138.9 454.17 1732.5 1211 ** RCPDESCR Neighbors
1212 RE DISCCART 457793.8 3777138.9 454.22 1732.5 1213 ** RCPDESCR Neighbors
1214 RE DISCCART 457803.8 3777138.9 454.24 1732.5 1215 ** RCPDESCR Neighbors
1216 RE DISCCART 457813.8 3777138.9 454.3 1732.5
1217 ** RCPDESCR Neighbors
1218 RE DISCCART 457823.8 3777138.9 454.36 1732.5 1219 ** RCPDESCR Neighbors
1220 RE DISCCART 457833.8 3777138.9 454.45 1732.5 1221 ** RCPDESCR Neighbors
1222 RE DISCCART 457843.8 3777138.9 454.55 1732.5 1223 ** RCPDESCR Neighbors
1224 RE DISCCART 457853.8 3777138.9 454.58 1732.5 1225 ** RCPDESCR Neighbors
1226 RE DISCCART 457863.8 3777138.9 454.62 1732.5 1227 ** RCPDESCR Neighbors
1228 RE DISCCART 457873.8 3777138.9 454.67 1732.5 1229 ** RCPDESCR Neighbors
1230 RE DISCCART 457883.8 3777138.9 454.74 1732.5 1231 ** RCPDESCR Neighbors
1232 RE DISCCART 457893.8 3777138.9 454.77 1732.5 1233 ** RCPDESCR Neighbors
1234 RE DISCCART 457903.8 3777138.9 454.81 1732.5 1235 ** RCPDESCR Neighbors
1236 RE DISCCART 457913.8 3777138.9 454.87 1732.5 1237 ** RCPDESCR Neighbors
1238 RE DISCCART 457923.8 3777138.9 454.95 1732.5 1239 ** RCPDESCR Neighbors
1240 RE DISCCART 457933.8 3777138.9 455.05 1732.5 1241 ** RCPDESCR Neighbors
1242 RE DISCCART 457943.8 3777138.9 455.08 1732.5 1243 ** RCPDESCR Neighbors
1244 RE DISCCART 457953.8 3777138.9 455.13 1732.5 1245 ** RCPDESCR Neighbors
1246 RE DISCCART 457963.8 3777138.9 455.18 1732.5 1247 ** RCPDESCR Neighbors
1248 RE DISCCART 457973.8 3777138.9 455.24 1732.5 1249 ** RCPDESCR Neighbors
1250 RE DISCCART 457983.8 3777138.9 455.27 1732.5 1251 ** RCPDESCR Neighbors
1252 RE DISCCART 457993.8 3777138.9 455.28 1732.5 302 1253 ** RCPDESCR Neighbors
1254 RE DISCCART 458003.8 3777138.9 455.33 1732.5 1255 ** RCPDESCR Neighbors
1256 RE DISCCART 458013.8 3777138.9 455.38 1732.5 1257 ** RCPDESCR Neighbors
1258 RE DISCCART 458023.8 3777138.9 455.46 1732.5 1259 ** RCPDESCR Neighbors
1260 RE DISCCART 458033.8 3777138.9 455.55 1732.5 1261 ** RCPDESCR Neighbors
1262 RE DISCCART 458043.8 3777138.9 455.58 1732.5 1263 ** RCPDESCR Neighbors
1264 RE DISCCART 458053.8 3777138.9 455.62 1732.5 1265 ** RCPDESCR Neighbors
1266 RE DISCCART 458063.8 3777138.9 455.67 1732.5 1267 ** RCPDESCR Neighbors
1268 RE DISCCART 458073.8 3777138.9 455.72 1732.5 1269 ** RCPDESCR Neighbors
1270 RE DISCCART 458083.8 3777138.9 455.74 1732.5 1271 ** RCPDESCR Neighbors
1272 RE DISCCART 458093.8 3777138.9 455.78 1732.5 1273 ** RCPDESCR Neighbors
1274 RE DISCCART 458103.8 3777138.9 455.83 1732.5 1275 ** RCPDESCR Neighbors
1276 RE DISCCART 458113.8 3777138.9 455.88 1732.5 1277 ** RCPDESCR Neighbors
1278 RE DISCCART 458123.8 3777138.9 455.96 1732.5 1279 ** RCPDESCR Neighbors
1280 RE DISCCART 458133.8 3777138.9 456.08 1732.5 1281 ** RCPDESCR Neighbors
1282 RE DISCCART 458143.8 3777138.9 456.12 1732.5 1283 ** RCPDESCR Neighbors
1284 RE DISCCART 458153.8 3777138.9 456.17 1732.5 1285 ** RCPDESCR Neighbors
1286 RE DISCCART 457753.8 3777148.9 454.17 1732.5 1287 ** RCPDESCR Neighbors
1288 RE DISCCART 457763.8 3777148.9 454.24 1732.5 1289 ** RCPDESCR Neighbors
1290 RE DISCCART 457773.8 3777148.9 454.27 1732.5 1291 ** RCPDESCR Neighbors
1292 RE DISCCART 457783.8 3777148.9 454.31 1732.5 1293 ** RCPDESCR Neighbors
1294 RE DISCCART 457793.8 3777148.9 454.37 1732.5 1295 ** RCPDESCR Neighbors
1296 RE DISCCART 457803.8 3777148.9 454.45 1732.5 1297 ** RCPDESCR Neighbors
1298 RE DISCCART 457813.8 3777148.9 454.55 1732.5 1299 ** RCPDESCR Neighbors
1300 RE DISCCART 457823.8 3777148.9 454.58 1732.5 1301 ** RCPDESCR Neighbors
1302 RE DISCCART 457833.8 3777148.9 454.67 1732.5 1303 ** RCPDESCR Neighbors
1304 RE DISCCART 457843.8 3777148.9 454.72 1732.5 1305 ** RCPDESCR Neighbors
1306 RE DISCCART 457853.8 3777148.9 454.74 1732.5 1307 ** RCPDESCR Neighbors
1308 RE DISCCART 457863.8 3777148.9 454.77 1732.5 1309 ** RCPDESCR Neighbors
1310 RE DISCCART 457873.8 3777148.9 454.81 1732.5 1311 ** RCPDESCR Neighbors
1312 RE DISCCART 457883.8 3777148.9 454.95 1732.5 1313 ** RCPDESCR Neighbors
1314 RE DISCCART 457893.8 3777148.9 455.05 1732.5 1315 ** RCPDESCR Neighbors
1316 RE DISCCART 457903.8 3777148.9 455.08 1732.5 1317 ** RCPDESCR Neighbors
1318 RE DISCCART 457913.8 3777148.9 455.13 1732.5 303 1319 ** RCPDESCR Neighbors
1320 RE DISCCART 457923.8 3777148.9 455.18 1732.5 1321 ** RCPDESCR Neighbors
1322 RE DISCCART 457933.8 3777148.9 455.24 1732.5 1323 ** RCPDESCR Neighbors
1324 RE DISCCART 457943.8 3777148.9 455.27 1732.5 1325 ** RCPDESCR Neighbors
1326 RE DISCCART 457953.8 3777148.9 455.31 1732.5 1327 ** RCPDESCR Neighbors
1328 RE DISCCART 457963.8 3777148.9 455.38 1732.5 1329 ** RCPDESCR Neighbors
1330 RE DISCCART 457973.8 3777148.9 455.46 1732.5 1331 ** RCPDESCR Neighbors
1332 RE DISCCART 457983.8 3777148.9 455.55 1732.5 1333 ** RCPDESCR Neighbors
1334 RE DISCCART 457993.8 3777148.9 455.58 1732.5 1335 ** RCPDESCR Neighbors
1336 RE DISCCART 458003.8 3777148.9 455.62 1732.5 1337 ** RCPDESCR Neighbors
1338 RE DISCCART 458013.8 3777148.9 455.67 1732.5 1339 ** RCPDESCR Neighbors
1340 RE DISCCART 458023.8 3777148.9 455.72 1732.5 1341 ** RCPDESCR Neighbors
1342 RE DISCCART 458033.8 3777148.9 455.74 1732.5 1343 ** RCPDESCR Neighbors
1344 RE DISCCART 458043.8 3777148.9 455.77 1732.5 1345 ** RCPDESCR Neighbors
1346 RE DISCCART 458053.8 3777148.9 455.78 1732.5 1347 ** RCPDESCR Neighbors
1348 RE DISCCART 458063.8 3777148.9 455.83 1732.5 1349 ** RCPDESCR Neighbors
1350 RE DISCCART 458073.8 3777148.9 455.88 1732.5 1351 ** RCPDESCR Neighbors
1352 RE DISCCART 458083.8 3777148.9 455.96 1732.5 1353 ** RCPDESCR Neighbors
1354 RE DISCCART 458093.8 3777148.9 456.08 1732.5 1355 ** RCPDESCR Neighbors
1356 RE DISCCART 458103.8 3777148.9 456.13 1732.5 1357 ** RCPDESCR Neighbors
1358 RE DISCCART 458113.8 3777148.9 456.18 1732.5 1359 ** RCPDESCR Neighbors
1360 RE DISCCART 458123.8 3777148.9 456.24 1732.5 1361 ** RCPDESCR Neighbors
1362 RE DISCCART 458133.8 3777148.9 456.27 1732.5 1363 ** RCPDESCR Neighbors
1364 RE DISCCART 458143.8 3777148.9 456.28 1732.5 1365 ** RCPDESCR Neighbors
1366 RE DISCCART 458153.8 3777148.9 456.34 1732.5 1367 ** RCPDESCR Neighbors
1368 RE DISCCART 457753.8 3777158.9 454.33 1732.5 1369 ** RCPDESCR Neighbors
1370 RE DISCCART 457763.8 3777158.9 454.45 1732.5 1371 ** RCPDESCR Neighbors
1372 RE DISCCART 457773.8 3777158.9 454.55 1732.5 1373 ** RCPDESCR Neighbors
1374 RE DISCCART 457783.8 3777158.9 454.58 1732.5 1375 ** RCPDESCR Neighbors
1376 RE DISCCART 457793.8 3777158.9 454.63 1732.5 1377 ** RCPDESCR Neighbors
1378 RE DISCCART 457803.8 3777158.9 454.68 1732.5 1379 ** RCPDESCR Neighbors
1380 RE DISCCART 457813.8 3777158.9 454.74 1732.5 1381 ** RCPDESCR Neighbors
1382 RE DISCCART 457823.8 3777158.9 454.77 1732.5 1383 ** RCPDESCR Neighbors
1384 RE DISCCART 457833.8 3777158.9 454.81 1732.5 304 1385 ** RCPDESCR Neighbors
1386 RE DISCCART 457843.8 3777158.9 454.88 1732.5 1387 ** RCPDESCR Neighbors
1388 RE DISCCART 457853.8 3777158.9 454.96 1732.5 1389 ** RCPDESCR Neighbors
1390 RE DISCCART 457863.8 3777158.9 455.05 1732.5 1391 ** RCPDESCR Neighbors
1392 RE DISCCART 457873.8 3777158.9 455.08 1732.5 1393 ** RCPDESCR Neighbors
1394 RE DISCCART 457883.8 3777158.9 455.17 1732.5 1395 ** RCPDESCR Neighbors
1396 RE DISCCART 457893.8 3777158.9 455.24 1732.5 1397 ** RCPDESCR Neighbors
1398 RE DISCCART 457903.8 3777158.9 455.28 1732.5 1399 ** RCPDESCR Neighbors
1400 RE DISCCART 457913.8 3777158.9 455.33 1732.5 1401 ** RCPDESCR Neighbors
1402 RE DISCCART 457923.8 3777158.9 455.38 1732.5 1403 ** RCPDESCR Neighbors
1404 RE DISCCART 457933.8 3777158.9 455.46 1732.5 1405 ** RCPDESCR Neighbors
1406 RE DISCCART 457943.8 3777158.9 455.55 1732.5 1407 ** RCPDESCR Neighbors
1408 RE DISCCART 457953.8 3777158.9 455.58 1732.5 1409 ** RCPDESCR Neighbors
1410 RE DISCCART 457963.8 3777158.9 455.67 1732.5 1411 ** RCPDESCR Neighbors
1412 RE DISCCART 457973.8 3777158.9 455.72 1732.5 1413 ** RCPDESCR Neighbors
1414 RE DISCCART 457983.8 3777158.9 455.74 1732.5 1415 ** RCPDESCR Neighbors
1416 RE DISCCART 457993.8 3777158.9 455.77 1732.5 1417 ** RCPDESCR Neighbors
1418 RE DISCCART 458003.8 3777158.9 455.78 1732.5 1419 ** RCPDESCR Neighbors
1420 RE DISCCART 458013.8 3777158.9 455.83 1732.5 1421 ** RCPDESCR Neighbors
1422 RE DISCCART 458023.8 3777158.9 455.88 1732.5 1423 ** RCPDESCR Neighbors
1424 RE DISCCART 458033.8 3777158.9 455.96 1732.5 1425 ** RCPDESCR Neighbors
1426 RE DISCCART 458043.8 3777158.9 456.05 1732.5 1427 ** RCPDESCR Neighbors
1428 RE DISCCART 458053.8 3777158.9 456.09 1732.5 1429 ** RCPDESCR Neighbors
1430 RE DISCCART 458063.8 3777158.9 456.15 1732.5 1431 ** RCPDESCR Neighbors
1432 RE DISCCART 458073.8 3777158.9 456.2 1732.5
1433 ** RCPDESCR Neighbors
1434 RE DISCCART 458083.8 3777158.9 456.27 1732.5 1435 ** RCPDESCR Neighbors
1436 RE DISCCART 458093.8 3777158.9 456.28 1732.5 1437 ** RCPDESCR Neighbors
1438 RE DISCCART 458103.8 3777158.9 456.33 1732.5 1439 ** RCPDESCR Neighbors
1440 RE DISCCART 458113.8 3777158.9 456.38 1732.5 1441 ** RCPDESCR Neighbors
1442 RE DISCCART 458123.8 3777158.9 456.46 1732.5 1443 ** RCPDESCR Neighbors
1444 RE DISCCART 458133.8 3777158.9 456.55 1732.5 1445 ** RCPDESCR Neighbors
1446 RE DISCCART 457753.8 3777168.9 454.62 1732.5 1447 ** RCPDESCR Neighbors
1448 RE DISCCART 457763.8 3777168.9 454.67 1732.5 1449 ** RCPDESCR Neighbors
1450 RE DISCCART 457773.8 3777168.9 454.72 1732.5 305 1451 ** RCPDESCR Neighbors
1452 RE DISCCART 457783.8 3777168.9 454.74 1732.5 1453 ** RCPDESCR Neighbors
1454 RE DISCCART 457793.8 3777168.9 454.81 1732.5 1455 ** RCPDESCR Neighbors
1456 RE DISCCART 457803.8 3777168.9 454.87 1732.5 1457 ** RCPDESCR Neighbors
1458 RE DISCCART 457813.8 3777168.9 454.95 1732.5 1459 ** RCPDESCR Neighbors
1460 RE DISCCART 457823.8 3777168.9 455.05 1732.5 1461 ** RCPDESCR Neighbors
1462 RE DISCCART 457833.8 3777168.9 455.08 1732.5 1463 ** RCPDESCR Neighbors
1464 RE DISCCART 457843.8 3777168.9 455.17 1732.5 1465 ** RCPDESCR Neighbors
1466 RE DISCCART 457853.8 3777168.9 455.22 1732.5 1467 ** RCPDESCR Neighbors
1468 RE DISCCART 457863.8 3777168.9 455.24 1732.5 1469 ** RCPDESCR Neighbors
1470 RE DISCCART 457873.8 3777168.9 455.28 1732.5 1471 ** RCPDESCR Neighbors
1472 RE DISCCART 457883.8 3777168.9 455.33 1732.5 1473 ** RCPDESCR Neighbors
1474 RE DISCCART 457893.8 3777168.9 455.45 1732.5 1475 ** RCPDESCR Neighbors
1476 RE DISCCART 457903.8 3777168.9 455.58 1732.5 1477 ** RCPDESCR Neighbors
1478 RE DISCCART 457913.8 3777168.9 455.63 1732.5 1479 ** RCPDESCR Neighbors
1480 RE DISCCART 457923.8 3777168.9 455.68 1732.5 1481 ** RCPDESCR Neighbors
1482 RE DISCCART 457933.8 3777168.9 455.74 1732.5 1483 ** RCPDESCR Neighbors
1484 RE DISCCART 457943.8 3777168.9 455.77 1732.5 1485 ** RCPDESCR Neighbors
1486 RE DISCCART 457953.8 3777168.9 455.78 1732.5 1487 ** RCPDESCR Neighbors
1488 RE DISCCART 457963.8 3777168.9 455.83 1732.5 1489 ** RCPDESCR Neighbors
1490 RE DISCCART 457973.8 3777168.9 455.88 1732.5 1491 ** RCPDESCR Neighbors
1492 RE DISCCART 457983.8 3777168.9 455.96 1732.5 1493 ** RCPDESCR Neighbors
1494 RE DISCCART 457993.8 3777168.9 456.05 1732.5 1495 ** RCPDESCR Neighbors
1496 RE DISCCART 458003.8 3777168.9 456.08 1732.5 1497 ** RCPDESCR Neighbors
1498 RE DISCCART 458013.8 3777168.9 456.13 1732.5 1499 ** RCPDESCR Neighbors
1500 RE DISCCART 458023.8 3777168.9 456.18 1732.5 1501 ** RCPDESCR Neighbors
1502 RE DISCCART 458033.8 3777168.9 456.24 1732.5 1503 ** RCPDESCR Neighbors
1504 RE DISCCART 458043.8 3777168.9 456.27 1732.5 1505 ** RCPDESCR Neighbors
1506 RE DISCCART 458053.8 3777168.9 456.31 1732.5 1507 ** RCPDESCR Neighbors
1508 RE DISCCART 458063.8 3777168.9 456.38 1732.5 1509 ** RCPDESCR Neighbors
1510 RE DISCCART 458073.8 3777168.9 456.46 1732.5 1511 ** RCPDESCR Neighbors
1512 RE DISCCART 458083.8 3777168.9 456.55 1732.5 1513 ** RCPDESCR Neighbors
1514 RE DISCCART 458093.8 3777168.9 456.58 1732.5 1515 ** RCPDESCR Neighbors
1516 RE DISCCART 457753.8 3777178.9 454.77 1732.5 306 1517 ** RCPDESCR Neighbors
1518 RE DISCCART 457763.8 3777178.9 454.81 1732.5 1519 ** RCPDESCR Neighbors
1520 RE DISCCART 457773.8 3777178.9 454.88 1732.5 1521 ** RCPDESCR Neighbors
1522 RE DISCCART 457783.8 3777178.9 454.96 1732.5 1523 ** RCPDESCR Neighbors
1524 RE DISCCART 457793.8 3777178.9 455.08 1732.5 1525 ** RCPDESCR Neighbors
1526 RE DISCCART 457803.8 3777178.9 455.13 1732.5 1527 ** RCPDESCR Neighbors
1528 RE DISCCART 457813.8 3777178.9 455.18 1732.5 1529 ** RCPDESCR Neighbors
1530 RE DISCCART 457823.8 3777178.9 455.24 1732.5 1531 ** RCPDESCR Neighbors
1532 RE DISCCART 457833.8 3777178.9 455.27 1732.5 1533 ** RCPDESCR Neighbors
1534 RE DISCCART 457843.8 3777178.9 455.31 1732.5 1535 ** RCPDESCR Neighbors
1536 RE DISCCART 457853.8 3777178.9 455.38 1732.5 1537 ** RCPDESCR Neighbors
1538 RE DISCCART 457863.8 3777178.9 455.46 1732.5 1539 ** RCPDESCR Neighbors
1540 RE DISCCART 457873.8 3777178.9 455.58 1732.5 1541 ** RCPDESCR Neighbors
1542 RE DISCCART 457883.8 3777178.9 455.63 1732.5 1543 ** RCPDESCR Neighbors
1544 RE DISCCART 457893.8 3777178.9 455.68 1732.5 1545 ** RCPDESCR Neighbors
1546 RE DISCCART 457903.8 3777178.9 455.74 1732.5 1547 ** RCPDESCR Neighbors
1548 RE DISCCART 457913.8 3777178.9 455.81 1732.5 1549 ** RCPDESCR Neighbors
1550 RE DISCCART 457923.8 3777178.9 455.88 1732.5 1551 ** RCPDESCR Neighbors
1552 RE DISCCART 457933.8 3777178.9 455.96 1732.5 1553 ** RCPDESCR Neighbors
1554 RE DISCCART 457943.8 3777178.9 456.05 1732.5 1555 ** RCPDESCR Neighbors
1556 RE DISCCART 457953.8 3777178.9 456.08 1732.5 1557 ** RCPDESCR Neighbors
1558 RE DISCCART 457963.8 3777178.9 456.13 1732.5 1559 ** RCPDESCR Neighbors
1560 RE DISCCART 457973.8 3777178.9 456.18 1732.5 1561 ** RCPDESCR Neighbors
1562 RE DISCCART 457983.8 3777178.9 456.24 1732.5 1563 ** RCPDESCR Neighbors
1564 RE DISCCART 457993.8 3777178.9 456.27 1732.5 1565 ** RCPDESCR Neighbors
1566 RE DISCCART 458003.8 3777178.9 456.27 1732.5 1567 ** RCPDESCR Neighbors
1568 RE DISCCART 458013.8 3777178.9 456.31 1732.5 1569 ** RCPDESCR Neighbors
1570 RE DISCCART 458023.8 3777178.9 456.38 1732.5 1571 ** RCPDESCR Neighbors
1572 RE DISCCART 458033.8 3777178.9 456.46 1732.5 1573 ** RCPDESCR Neighbors
1574 RE DISCCART 458043.8 3777178.9 456.55 1732.5 1575 ** RCPDESCR Neighbors
1576 RE DISCCART 458053.8 3777178.9 456.58 1732.5 1577 ** RCPDESCR Neighbors
1578 RE FINISHED
1579
1580 ME STARTING
1581 ME SURFFILE "C:\Users\jclar\OneDrive\Clark and Associates\Project 204 - ABJC - Fontana Square Project\FONT_V9_ADJU\FONT_v9.SFC" 307
1582 ** SURFFILE "C:\Users\jclar\OneDrive\Clark and Associates\Project 204 - ABJC - Fontana Square Project\FONT_V9_ADJU\FONT_v9.SFC"
1583 ME PROFFILE "C:\Users\jclar\OneDrive\Clark and Associates\Project 204 - ABJC - Fontana Square Project\FONT_V9_ADJU\FONT_v9.PFL"
1584 ** PROFFILE "C:\Users\jclar\OneDrive\Clark and Associates\Project 204 - ABJC - Fontana Square Project\FONT_V9_ADJU\FONT_v9.PFL"
1585 ME SURFDATA 3102 2011
1586 ME UAIRDATA 3190 2011
1587 ME SITEDATA 00099999 2011
1588 ME PROFBASE 367 METERS
1589 ME FINISHED
1590
1591 OU STARTING
1592 OU FILEFORM FIX
1593 OU PLOTFILE PERIOD ALL ALL`PERIOD.plt 10000
1594 OU FINISHED
1595
1596
1597 *** Message Summary For AERMOD Model Setup *** 1598
1599 --------- Summary of Total Messages --------
1600
1601 A Total of 0 Fatal Error Message(s)
1602 A Total of 3 Warning Message(s)
1603 A Total of 0 Informational Message(s) 1604
1605
1606 ******** FATAL ERROR MESSAGES ********
1607 *** NONE ***
1608
1609
1610 ******** WARNING MESSAGES ********
1611 ME W186 1589 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50
1612 ME W187 1589 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET
1613 OU W565 1593 PERPLT: Possible Conflict With Dynamically Allocated FUNIT

PLOTFILE
1614
1615 ***********************************
1616 *** SETUP Finishes Successfully ***
1617 ***********************************
1618
1619 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 1620 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1621
PAGE 1
1622 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1623
1624 *** MODEL SETUP OPTIONS SUMMARY *** 1625 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1626
1627 ** Model Options Selected:
1628 * Model Uses Regulatory DEFAULT Options
1629 * Model Is Setup For Calculation of Average CONCentration Values. 1630 * NO GAS DEPOSITION Data Provided.
1631 * NO PARTICLE DEPOSITION Data Provided.
1632 * Model Uses NO DRY DEPLETION. DDPLETE = F 1633 * Model Uses NO WET DEPLETION. WETDPLT = F 1634 * Stack-tip Downwash.
1635 * Model Accounts for ELEVated Terrain Effects. 1636 * Use Calms Processing Routine. 308
1637 * Use Missing Data Processing Routine.
1638 * No Exponential Decay.
1639 * Model Uses RURAL Dispersion Only.
1640 * ADJ_U* - Use ADJ_U* option for SBL in AERMET 1641 * TEMP_Sub - Meteorological data includes TEMP substitutions 1642 * Model Assumes No FLAGPOLE Receptor Heights. 1643 * The User Specified a Pollutant Type of: EXHAUST 1644
1645 **Model Calculates PERIOD Averages Only
1646
1647 **This Run Includes: 2 Source(s); 1 Source Group(s); and 775 Receptor(s) 1648
1649 with: 0 POINT(s), including 1650 0 POINTCAP(s) and 0 POINTHOR(s) 1651 and: 0 VOLUME source(s)
1652 and: 2 AREA type source(s) 1653 and: 0 LINE source(s)
1654 and: 0 RLINE/RLINEXT source(s) 1655 and: 0 OPENPIT source(s)
1656 and: 0 BUOYANT LINE source(s) with a total of 0 line(s) 1657 and: 0 SWPOINT source(s)
1658
1659
1660 **Model Set To Continue RUNning After the Setup Testing. 1661
1662 **The AERMET Input Meteorological Data Version Date: 16216 1663
1664 **Output Options Selected:
1665 Model Outputs Tables of PERIOD Averages by Receptor 1666 Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) 1667
1668 **NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours 1669 m for Missing Hours 1670 b for Both Calm and Missing Hours
1671
1672 **Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 367.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0
1673 Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07
1674 Output Units = MICROGRAMS/M**3 1675
1676 **Approximate Storage Requirements of Model = 3.6 MB of RAM. 1677
1678 **Input Runstream File:
aermod.inp
1679 **Output Print File:
aermod.out
1680
1681 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 1682 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1683
PAGE 2
1684 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1685
1686
1687 *** AREAPOLY SOURCE DATA *** 1688
1689 NUMBER EMISSION RATE LOCATION OF AREA BASE RELEASE NUMBER INIT. URBAN EMISSION RATE
1690 SOURCE PART. (GRAMS/SEC X Y ELEV. HEIGHT OF VERTS. 309

SZ SOURCE SCALAR VARY
1691 ID CATS. /METER**2) (METERS) (METERS) (METERS) (METERS) (METERS) BY
1692 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1693
1694 E5FG71XG 0 0.53917E-07 457814.9 3777234.1 456.5 4.00 5

1.86 NO
1695 E5FG71XH 0 0.83797E-07 458037.5 3777233.5 458.0 4.00 7

1.86 NO
1696 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 1697 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1698
PAGE 3
1699 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1700
1701
1702 *** SOURCE IDs DEFINING SOURCE GROUPS *** 1703
1704 SRCGROUP ID SOURCE IDs 1705 ----------- ---------- 1706
1707
1708 ALL E5FG71XG , E5FG71XH ,
1709 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 1710 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1711
PAGE 4
1712 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1713
1714 *** DISCRETE CARTESIAN RECEPTORS *** 1715 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 1716 (METERS) 1717
1718 ( 457753.8, 3776998.9, 450.8, 1732.5, 0.0); ( 457763.8, 3776998.9, 450.9, 1732.5, 0.0);
1719 ( 457773.8, 3776998.9, 451.1, 1732.5, 0.0); ( 457783.8, 3776998.9, 451.1, 1732.5, 0.0);
1720 ( 457793.8, 3776998.9, 451.1, 1732.5, 0.0); ( 457803.8, 3776998.9, 451.2, 1732.5, 0.0);
1721 ( 457813.8, 3776998.9, 451.2, 1732.5, 0.0); ( 457823.8, 3776998.9, 451.3, 1732.5, 0.0);
1722 ( 457833.8, 3776998.9, 451.4, 1732.5, 0.0); ( 457843.8, 3776998.9, 451.4, 1732.5, 0.0);
1723 ( 457853.8, 3776998.9, 451.6, 1732.5, 0.0); ( 457863.8, 3776998.9, 451.6, 1732.5, 0.0);
1724 ( 457873.8, 3776998.9, 451.6, 1732.5, 0.0); ( 457883.8, 3776998.9, 451.6, 1732.5, 0.0);
1725 ( 457893.8, 3776998.9, 451.6, 1732.5, 0.0); ( 457903.8, 3776998.9, 451.6, 1732.5, 0.0);
1726 ( 457913.8, 3776998.9, 451.6, 1732.5, 0.0); ( 457923.8, 3776998.9, 451.6, 1732.5, 0.0);
1727 ( 457933.8, 3776998.9, 451.6, 1732.5, 0.0); ( 457943.8, 3776998.9, 451.7, 1732.5, 0.0);
1728 ( 457953.8, 3776998.9, 451.7, 1732.5, 0.0); ( 457963.8, 3776998.9, 451.7, 1732.5, 0.0);
1729 ( 457973.8, 3776998.9, 451.7, 1732.5, 0.0); ( 457983.8, 3776998.9, 451.8, 1732.5, 0.0);
1730 ( 457993.8, 3776998.9, 451.8, 1732.5, 0.0); ( 458003.8, 3776998.9, 451.8, 1732.5, 0.0); 310
1731 ( 458013.8, 3776998.9, 451.8, 1732.5, 0.0); ( 458023.8, 3776998.9, 451.8, 1732.5, 0.0);
1732 ( 458033.8, 3776998.9, 451.9, 1732.5, 0.0); ( 458043.8, 3776998.9, 452.0, 1732.5, 0.0);
1733 ( 458053.8, 3776998.9, 452.1, 1732.5, 0.0); ( 458063.8, 3776998.9, 452.1, 1732.5, 0.0);
1734 ( 458073.8, 3776998.9, 452.1, 1732.5, 0.0); ( 458083.8, 3776998.9, 452.2, 1732.5, 0.0);
1735 ( 458093.8, 3776998.9, 452.3, 1732.5, 0.0); ( 458103.8, 3776998.9, 452.3, 1732.5, 0.0);
1736 ( 458113.8, 3776998.9, 452.4, 1732.5, 0.0); ( 458123.8, 3776998.9, 452.6, 1732.5, 0.0);
1737 ( 458133.8, 3776998.9, 452.6, 1732.5, 0.0); ( 458143.8, 3776998.9, 452.7, 1732.5, 0.0);
1738 ( 458153.8, 3776998.9, 452.8, 1732.5, 0.0); ( 458163.8, 3776998.9, 452.8, 1732.5, 0.0);
1739 ( 457753.8, 3777008.9, 451.1, 1732.5, 0.0); ( 457763.8, 3777008.9, 451.2, 1732.5, 0.0);
1740 ( 457773.8, 3777008.9, 451.2, 1732.5, 0.0); ( 457783.8, 3777008.9, 451.2, 1732.5, 0.0);
1741 ( 457793.8, 3777008.9, 451.3, 1732.5, 0.0); ( 457803.8, 3777008.9, 451.3, 1732.5, 0.0);
1742 ( 457813.8, 3777008.9, 451.4, 1732.5, 0.0); ( 457823.8, 3777008.9, 451.6, 1732.5, 0.0);
1743 ( 457833.8, 3777008.9, 451.6, 1732.5, 0.0); ( 457843.8, 3777008.9, 451.7, 1732.5, 0.0);
1744 ( 457853.8, 3777008.9, 451.7, 1732.5, 0.0); ( 457863.8, 3777008.9, 451.7, 1732.5, 0.0);
1745 ( 457873.8, 3777008.9, 451.8, 1732.5, 0.0); ( 457883.8, 3777008.9, 451.8, 1732.5, 0.0);
1746 ( 457893.8, 3777008.9, 451.8, 1732.5, 0.0); ( 457903.8, 3777008.9, 451.8, 1732.5, 0.0);
1747 ( 457913.8, 3777008.9, 451.8, 1732.5, 0.0); ( 457923.8, 3777008.9, 451.8, 1732.5, 0.0);
1748 ( 457933.8, 3777008.9, 451.8, 1732.5, 0.0); ( 457943.8, 3777008.9, 451.9, 1732.5, 0.0);
1749 ( 457953.8, 3777008.9, 451.9, 1732.5, 0.0); ( 457963.8, 3777008.9, 451.9, 1732.5, 0.0);
1750 ( 457973.8, 3777008.9, 452.0, 1732.5, 0.0); ( 457983.8, 3777008.9, 452.1, 1732.5, 0.0);
1751 ( 457993.8, 3777008.9, 452.1, 1732.5, 0.0); ( 458003.8, 3777008.9, 452.1, 1732.5, 0.0);
1752 ( 458013.8, 3777008.9, 452.1, 1732.5, 0.0); ( 458023.8, 3777008.9, 452.1, 1732.5, 0.0);
1753 ( 458033.8, 3777008.9, 452.2, 1732.5, 0.0); ( 458043.8, 3777008.9, 452.2, 1732.5, 0.0);
1754 ( 458053.8, 3777008.9, 452.3, 1732.5, 0.0); ( 458063.8, 3777008.9, 452.3, 1732.5, 0.0);
1755 ( 458073.8, 3777008.9, 452.3, 1732.5, 0.0); ( 458083.8, 3777008.9, 452.5, 1732.5, 0.0);
1756 ( 458093.8, 3777008.9, 452.6, 1732.5, 0.0); ( 458103.8, 3777008.9, 452.6, 1732.5, 0.0);
1757 ( 458113.8, 3777008.9, 452.7, 1732.5, 0.0); ( 458123.8, 3777008.9, 452.8, 1732.5, 0.0);
1758 ( 458133.8, 3777008.9, 452.8, 1732.5, 0.0); ( 458143.8, 3777008.9, 452.9, 1732.5, 0.0);
1759 ( 458153.8, 3777008.9, 453.1, 1732.5, 0.0); ( 458163.8, 3777008.9, 453.1, 1732.5, 0.0);
1760 ( 457753.8, 3777018.9, 451.3, 1732.5, 0.0); ( 457763.8, 3777018.9, 451.3, 1732.5, 0.0);
1761 ( 457773.8, 3777018.9, 451.4, 1732.5, 0.0); ( 457783.8, 3777018.9, 451.5, 1732.5, 0.0);
1762 ( 457793.8, 3777018.9, 451.6, 1732.5, 0.0); ( 457803.8, 3777018.9, 451.6, 1732.5, 0.0);
1763 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 311 1764 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1765
PAGE 5
1766 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1767
1768 *** DISCRETE CARTESIAN RECEPTORS *** 1769 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 1770 (METERS) 1771
1772 ( 457813.8, 3777018.9, 451.7, 1732.5, 0.0); ( 457823.8, 3777018.9, 451.7, 1732.5, 0.0);
1773 ( 457833.8, 3777018.9, 451.8, 1732.5, 0.0); ( 457843.8, 3777018.9, 451.8, 1732.5, 0.0);
1774 ( 457853.8, 3777018.9, 451.9, 1732.5, 0.0); ( 457863.8, 3777018.9, 451.9, 1732.5, 0.0);
1775 ( 457873.8, 3777018.9, 452.1, 1732.5, 0.0); ( 457883.8, 3777018.9, 452.1, 1732.5, 0.0);
1776 ( 457893.8, 3777018.9, 452.1, 1732.5, 0.0); ( 457903.8, 3777018.9, 452.1, 1732.5, 0.0);
1777 ( 457913.8, 3777018.9, 452.1, 1732.5, 0.0); ( 457923.8, 3777018.9, 452.1, 1732.5, 0.0);
1778 ( 457933.8, 3777018.9, 452.1, 1732.5, 0.0); ( 457943.8, 3777018.9, 452.2, 1732.5, 0.0);
1779 ( 457953.8, 3777018.9, 452.2, 1732.5, 0.0); ( 457963.8, 3777018.9, 452.2, 1732.5, 0.0);
1780 ( 457973.8, 3777018.9, 452.2, 1732.5, 0.0); ( 457983.8, 3777018.9, 452.3, 1732.5, 0.0);
1781 ( 457993.8, 3777018.9, 452.3, 1732.5, 0.0); ( 458003.8, 3777018.9, 452.3, 1732.5, 0.0);
1782 ( 458013.8, 3777018.9, 452.3, 1732.5, 0.0); ( 458023.8, 3777018.9, 452.3, 1732.5, 0.0);
1783 ( 458033.8, 3777018.9, 452.4, 1732.5, 0.0); ( 458043.8, 3777018.9, 452.5, 1732.5, 0.0);
1784 ( 458053.8, 3777018.9, 452.6, 1732.5, 0.0); ( 458063.8, 3777018.9, 452.6, 1732.5, 0.0);
1785 ( 458073.8, 3777018.9, 452.7, 1732.5, 0.0); ( 458083.8, 3777018.9, 452.7, 1732.5, 0.0);
1786 ( 458093.8, 3777018.9, 452.8, 1732.5, 0.0); ( 458103.8, 3777018.9, 452.8, 1732.5, 0.0);
1787 ( 458113.8, 3777018.9, 452.9, 1732.5, 0.0); ( 458123.8, 3777018.9, 453.1, 1732.5, 0.0);
1788 ( 458133.8, 3777018.9, 453.1, 1732.5, 0.0); ( 458143.8, 3777018.9, 453.2, 1732.5, 0.0);
1789 ( 458153.8, 3777018.9, 453.2, 1732.5, 0.0); ( 458163.8, 3777018.9, 453.3, 1732.5, 0.0);
1790 ( 457753.8, 3777028.9, 451.6, 1732.5, 0.0); ( 457763.8, 3777028.9, 451.6, 1732.5, 0.0);
1791 ( 457773.8, 3777028.9, 451.7, 1732.5, 0.0); ( 457783.8, 3777028.9, 451.7, 1732.5, 0.0);
1792 ( 457793.8, 3777028.9, 451.8, 1732.5, 0.0); ( 457803.8, 3777028.9, 451.8, 1732.5, 0.0);
1793 ( 457813.8, 3777028.9, 451.9, 1732.5, 0.0); ( 457823.8, 3777028.9, 451.9, 1732.5, 0.0);
1794 ( 457833.8, 3777028.9, 452.1, 1732.5, 0.0); ( 457843.8, 3777028.9, 452.1, 1732.5, 0.0);
1795 ( 457853.8, 3777028.9, 452.1, 1732.5, 0.0); ( 457863.8, 3777028.9, 452.2, 1732.5, 0.0);
1796 ( 457873.8, 3777028.9, 452.2, 1732.5, 0.0); ( 457883.8, 3777028.9, 452.2, 1732.5, 0.0);
1797 ( 457893.8, 3777028.9, 452.3, 1732.5, 0.0); ( 457903.8, 3777028.9, 452.3, 1732.5, 0.0);
1798 ( 457913.8, 3777028.9, 452.3, 1732.5, 0.0); ( 457923.8, 3777028.9, 452.3, 1732.5, 0.0);
1799 ( 457933.8, 3777028.9, 452.3, 1732.5, 0.0); ( 457943.8, 312 3777028.9, 452.4, 1732.5, 0.0);
1800 ( 457953.8, 3777028.9, 452.4, 1732.5, 0.0); ( 457963.8, 3777028.9, 452.4, 1732.5, 0.0);
1801 ( 457973.8, 3777028.9, 452.5, 1732.5, 0.0); ( 457983.8, 3777028.9, 452.6, 1732.5, 0.0);
1802 ( 457993.8, 3777028.9, 452.6, 1732.5, 0.0); ( 458003.8, 3777028.9, 452.6, 1732.5, 0.0);
1803 ( 458013.8, 3777028.9, 452.6, 1732.5, 0.0); ( 458023.8, 3777028.9, 452.6, 1732.5, 0.0);
1804 ( 458033.8, 3777028.9, 452.7, 1732.5, 0.0); ( 458043.8, 3777028.9, 452.7, 1732.5, 0.0);
1805 ( 458053.8, 3777028.9, 452.8, 1732.5, 0.0); ( 458063.8, 3777028.9, 452.8, 1732.5, 0.0);
1806 ( 458073.8, 3777028.9, 452.9, 1732.5, 0.0); ( 458083.8, 3777028.9, 453.0, 1732.5, 0.0);
1807 ( 458093.8, 3777028.9, 453.1, 1732.5, 0.0); ( 458103.8, 3777028.9, 453.1, 1732.5, 0.0);
1808 ( 458113.8, 3777028.9, 453.2, 1732.5, 0.0); ( 458123.8, 3777028.9, 453.3, 1732.5, 0.0);
1809 ( 458133.8, 3777028.9, 453.3, 1732.5, 0.0); ( 458143.8, 3777028.9, 453.4, 1732.5, 0.0);
1810 ( 458153.8, 3777028.9, 453.5, 1732.5, 0.0); ( 458163.8, 3777028.9, 453.6, 1732.5, 0.0);
1811 ( 457753.8, 3777038.9, 451.7, 1732.5, 0.0); ( 457763.8, 3777038.9, 451.8, 1732.5, 0.0);
1812 ( 457773.8, 3777038.9, 451.8, 1732.5, 0.0); ( 457783.8, 3777038.9, 451.9, 1732.5, 0.0);
1813 ( 457793.8, 3777038.9, 452.1, 1732.5, 0.0); ( 457803.8, 3777038.9, 452.1, 1732.5, 0.0);
1814 ( 457813.8, 3777038.9, 452.1, 1732.5, 0.0); ( 457823.8, 3777038.9, 452.2, 1732.5, 0.0);
1815 ( 457833.8, 3777038.9, 452.2, 1732.5, 0.0); ( 457843.8, 3777038.9, 452.3, 1732.5, 0.0);
1816 ( 457853.8, 3777038.9, 452.3, 1732.5, 0.0); ( 457863.8, 3777038.9, 452.4, 1732.5, 0.0);
1817 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 1818 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1819
PAGE 6
1820 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1821
1822 *** DISCRETE CARTESIAN RECEPTORS *** 1823 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 1824 (METERS) 1825
1826 ( 457873.8, 3777038.9, 452.4, 1732.5, 0.0); ( 457883.8, 3777038.9, 452.5, 1732.5, 0.0);
1827 ( 457893.8, 3777038.9, 452.6, 1732.5, 0.0); ( 457903.8, 3777038.9, 452.6, 1732.5, 0.0);
1828 ( 457913.8, 3777038.9, 452.6, 1732.5, 0.0); ( 457923.8, 3777038.9, 452.6, 1732.5, 0.0);
1829 ( 457933.8, 3777038.9, 452.6, 1732.5, 0.0); ( 457943.8, 3777038.9, 452.6, 1732.5, 0.0);
1830 ( 457953.8, 3777038.9, 452.7, 1732.5, 0.0); ( 457963.8, 3777038.9, 452.7, 1732.5, 0.0);
1831 ( 457973.8, 3777038.9, 452.7, 1732.5, 0.0); ( 457983.8, 3777038.9, 452.8, 1732.5, 0.0);
1832 ( 457993.8, 3777038.9, 452.8, 1732.5, 0.0); ( 458003.8, 3777038.9, 452.8, 1732.5, 0.0);
1833 ( 458013.8, 3777038.9, 452.8, 1732.5, 0.0); ( 458023.8, 3777038.9, 452.8, 1732.5, 0.0);
1834 ( 458033.8, 3777038.9, 452.9, 1732.5, 0.0); ( 458043.8, 3777038.9, 453.0, 1732.5, 0.0); 313
1835 ( 458053.8, 3777038.9, 453.1, 1732.5, 0.0); ( 458063.8, 3777038.9, 453.1, 1732.5, 0.0);
1836 ( 458073.8, 3777038.9, 453.2, 1732.5, 0.0); ( 458083.8, 3777038.9, 453.3, 1732.5, 0.0);
1837 ( 458093.8, 3777038.9, 453.3, 1732.5, 0.0); ( 458103.8, 3777038.9, 453.3, 1732.5, 0.0);
1838 ( 458113.8, 3777038.9, 453.4, 1732.5, 0.0); ( 458123.8, 3777038.9, 453.6, 1732.5, 0.0);
1839 ( 458133.8, 3777038.9, 453.6, 1732.5, 0.0); ( 458143.8, 3777038.9, 453.7, 1732.5, 0.0);
1840 ( 458153.8, 3777038.9, 453.7, 1732.5, 0.0); ( 458163.8, 3777038.9, 453.8, 1732.5, 0.0);
1841 ( 457753.8, 3777048.9, 451.9, 1732.5, 0.0); ( 457763.8, 3777048.9, 452.1, 1732.5, 0.0);
1842 ( 457773.8, 3777048.9, 452.1, 1732.5, 0.0); ( 457783.8, 3777048.9, 452.2, 1732.5, 0.0);
1843 ( 457793.8, 3777048.9, 452.2, 1732.5, 0.0); ( 457803.8, 3777048.9, 452.3, 1732.5, 0.0);
1844 ( 457813.8, 3777048.9, 452.3, 1732.5, 0.0); ( 457823.8, 3777048.9, 452.4, 1732.5, 0.0);
1845 ( 457833.8, 3777048.9, 452.4, 1732.5, 0.0); ( 457843.8, 3777048.9, 452.6, 1732.5, 0.0);
1846 ( 457853.8, 3777048.9, 452.6, 1732.5, 0.0); ( 457863.8, 3777048.9, 452.6, 1732.5, 0.0);
1847 ( 457873.8, 3777048.9, 452.7, 1732.5, 0.0); ( 457883.8, 3777048.9, 452.7, 1732.5, 0.0);
1848 ( 457893.8, 3777048.9, 452.7, 1732.5, 0.0); ( 457903.8, 3777048.9, 452.8, 1732.5, 0.0);
1849 ( 457913.8, 3777048.9, 452.8, 1732.5, 0.0); ( 457923.8, 3777048.9, 452.8, 1732.5, 0.0);
1850 ( 457933.8, 3777048.9, 452.8, 1732.5, 0.0); ( 457943.8, 3777048.9, 452.8, 1732.5, 0.0);
1851 ( 457953.8, 3777048.9, 452.9, 1732.5, 0.0); ( 457963.8, 3777048.9, 452.9, 1732.5, 0.0);
1852 ( 457973.8, 3777048.9, 453.0, 1732.5, 0.0); ( 457983.8, 3777048.9, 453.1, 1732.5, 0.0);
1853 ( 457993.8, 3777048.9, 453.1, 1732.5, 0.0); ( 458003.8, 3777048.9, 453.1, 1732.5, 0.0);
1854 ( 458013.8, 3777048.9, 453.1, 1732.5, 0.0); ( 458023.8, 3777048.9, 453.2, 1732.5, 0.0);
1855 ( 458033.8, 3777048.9, 453.2, 1732.5, 0.0); ( 458043.8, 3777048.9, 453.3, 1732.5, 0.0);
1856 ( 458053.8, 3777048.9, 453.3, 1732.5, 0.0); ( 458063.8, 3777048.9, 453.3, 1732.5, 0.0);
1857 ( 458073.8, 3777048.9, 453.4, 1732.5, 0.0); ( 458083.8, 3777048.9, 453.6, 1732.5, 0.0);
1858 ( 458093.8, 3777048.9, 453.6, 1732.5, 0.0); ( 458103.8, 3777048.9, 453.6, 1732.5, 0.0);
1859 ( 458113.8, 3777048.9, 453.7, 1732.5, 0.0); ( 458123.8, 3777048.9, 453.8, 1732.5, 0.0);
1860 ( 458133.8, 3777048.9, 453.8, 1732.5, 0.0); ( 458143.8, 3777048.9, 453.9, 1732.5, 0.0);
1861 ( 458153.8, 3777048.9, 454.0, 1732.5, 0.0); ( 458163.8, 3777048.9, 454.1, 1732.5, 0.0);
1862 ( 457753.8, 3777058.9, 452.2, 1732.5, 0.0); ( 457763.8, 3777058.9, 452.2, 1732.5, 0.0);
1863 ( 457773.8, 3777058.9, 452.3, 1732.5, 0.0); ( 457783.8, 3777058.9, 452.3, 1732.5, 0.0);
1864 ( 457793.8, 3777058.9, 452.4, 1732.5, 0.0); ( 457803.8, 3777058.9, 452.6, 1732.5, 0.0);
1865 ( 457813.8, 3777058.9, 452.6, 1732.5, 0.0); ( 457823.8, 3777058.9, 452.6, 1732.5, 0.0);
1866 ( 457833.8, 3777058.9, 452.7, 1732.5, 0.0); ( 457843.8, 3777058.9, 452.7, 1732.5, 0.0);
1867 ( 457853.8, 3777058.9, 452.8, 1732.5, 0.0); ( 457863.8, 3777058.9, 452.8, 1732.5, 0.0); 314
1868 ( 457873.8, 3777058.9, 452.8, 1732.5, 0.0); ( 457883.8, 3777058.9, 452.9, 1732.5, 0.0);
1869 ( 457893.8, 3777058.9, 452.9, 1732.5, 0.0); ( 457903.8, 3777058.9, 453.1, 1732.5, 0.0);
1870 ( 457913.8, 3777058.9, 453.1, 1732.5, 0.0); ( 457923.8, 3777058.9, 453.1, 1732.5, 0.0);
1871 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 1872 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1873
PAGE 7
1874 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1875
1876 *** DISCRETE CARTESIAN RECEPTORS *** 1877 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 1878 (METERS) 1879
1880 ( 457933.8, 3777058.9, 453.1, 1732.5, 0.0); ( 457943.8, 3777058.9, 453.1, 1732.5, 0.0);
1881 ( 457953.8, 3777058.9, 453.2, 1732.5, 0.0); ( 457963.8, 3777058.9, 453.2, 1732.5, 0.0);
1882 ( 457973.8, 3777058.9, 453.2, 1732.5, 0.0); ( 457983.8, 3777058.9, 453.3, 1732.5, 0.0);
1883 ( 457993.8, 3777058.9, 453.3, 1732.5, 0.0); ( 458003.8, 3777058.9, 453.3, 1732.5, 0.0);
1884 ( 458013.8, 3777058.9, 453.3, 1732.5, 0.0); ( 458023.8, 3777058.9, 453.4, 1732.5, 0.0);
1885 ( 458033.8, 3777058.9, 453.5, 1732.5, 0.0); ( 458043.8, 3777058.9, 453.6, 1732.5, 0.0);
1886 ( 458053.8, 3777058.9, 453.6, 1732.5, 0.0); ( 458063.8, 3777058.9, 453.6, 1732.5, 0.0);
1887 ( 458073.8, 3777058.9, 453.7, 1732.5, 0.0); ( 458083.8, 3777058.9, 453.8, 1732.5, 0.0);
1888 ( 458093.8, 3777058.9, 453.8, 1732.5, 0.0); ( 458103.8, 3777058.9, 453.8, 1732.5, 0.0);
1889 ( 458113.8, 3777058.9, 453.9, 1732.5, 0.0); ( 458123.8, 3777058.9, 454.1, 1732.5, 0.0);
1890 ( 458133.8, 3777058.9, 454.1, 1732.5, 0.0); ( 458143.8, 3777058.9, 454.2, 1732.5, 0.0);
1891 ( 458153.8, 3777058.9, 454.2, 1732.5, 0.0); ( 458163.8, 3777058.9, 454.3, 1732.5, 0.0);
1892 ( 457753.8, 3777068.9, 452.3, 1732.5, 0.0); ( 457763.8, 3777068.9, 452.4, 1732.5, 0.0);
1893 ( 457773.8, 3777068.9, 452.6, 1732.5, 0.0); ( 457783.8, 3777068.9, 452.6, 1732.5, 0.0);
1894 ( 457793.8, 3777068.9, 452.7, 1732.5, 0.0); ( 457803.8, 3777068.9, 452.7, 1732.5, 0.0);
1895 ( 457813.8, 3777068.9, 452.8, 1732.5, 0.0); ( 457823.8, 3777068.9, 452.8, 1732.5, 0.0);
1896 ( 457833.8, 3777068.9, 452.9, 1732.5, 0.0); ( 457843.8, 3777068.9, 452.9, 1732.5, 0.0);
1897 ( 457853.8, 3777068.9, 453.1, 1732.5, 0.0); ( 457863.8, 3777068.9, 453.1, 1732.5, 0.0);
1898 ( 457873.8, 3777068.9, 453.1, 1732.5, 0.0); ( 457883.8, 3777068.9, 453.1, 1732.5, 0.0);
1899 ( 457893.8, 3777068.9, 453.2, 1732.5, 0.0); ( 457903.8, 3777068.9, 453.2, 1732.5, 0.0);
1900 ( 457913.8, 3777068.9, 453.3, 1732.5, 0.0); ( 457923.8, 3777068.9, 453.3, 1732.5, 0.0);
1901 ( 457933.8, 3777068.9, 453.3, 1732.5, 0.0); ( 457943.8, 3777068.9, 453.3, 1732.5, 0.0);
1902 ( 457953.8, 3777068.9, 453.4, 1732.5, 0.0); ( 457963.8, 3777068.9, 453.4, 1732.5, 0.0);
1903 ( 457973.8, 3777068.9, 453.5, 1732.5, 0.0); ( 457983.8, 315 3777068.9, 453.6, 1732.5, 0.0);
1904 ( 457993.8, 3777068.9, 453.6, 1732.5, 0.0); ( 458003.8, 3777068.9, 453.6, 1732.5, 0.0);
1905 ( 458013.8, 3777068.9, 453.6, 1732.5, 0.0); ( 458023.8, 3777068.9, 453.7, 1732.5, 0.0);
1906 ( 458033.8, 3777068.9, 453.7, 1732.5, 0.0); ( 458043.8, 3777068.9, 453.8, 1732.5, 0.0);
1907 ( 458053.8, 3777068.9, 453.8, 1732.5, 0.0); ( 458063.8, 3777068.9, 453.8, 1732.5, 0.0);
1908 ( 458073.8, 3777068.9, 454.0, 1732.5, 0.0); ( 458083.8, 3777068.9, 454.1, 1732.5, 0.0);
1909 ( 458093.8, 3777068.9, 454.1, 1732.5, 0.0); ( 458103.8, 3777068.9, 454.1, 1732.5, 0.0);
1910 ( 458113.8, 3777068.9, 454.2, 1732.5, 0.0); ( 458123.8, 3777068.9, 454.3, 1732.5, 0.0);
1911 ( 458133.8, 3777068.9, 454.3, 1732.5, 0.0); ( 458143.8, 3777068.9, 454.3, 1732.5, 0.0);
1912 ( 458153.8, 3777068.9, 454.4, 1732.5, 0.0); ( 458163.8, 3777068.9, 454.6, 1732.5, 0.0);
1913 ( 457753.8, 3777078.9, 452.6, 1732.5, 0.0); ( 457763.8, 3777078.9, 452.7, 1732.5, 0.0);
1914 ( 457773.8, 3777078.9, 452.7, 1732.5, 0.0); ( 457783.8, 3777078.9, 452.8, 1732.5, 0.0);
1915 ( 457793.8, 3777078.9, 452.8, 1732.5, 0.0); ( 457803.8, 3777078.9, 452.9, 1732.5, 0.0);
1916 ( 457813.8, 3777078.9, 453.1, 1732.5, 0.0); ( 457823.8, 3777078.9, 453.1, 1732.5, 0.0);
1917 ( 457833.8, 3777078.9, 453.1, 1732.5, 0.0); ( 457843.8, 3777078.9, 453.2, 1732.5, 0.0);
1918 ( 457853.8, 3777078.9, 453.2, 1732.5, 0.0); ( 457863.8, 3777078.9, 453.3, 1732.5, 0.0);
1919 ( 457873.8, 3777078.9, 453.3, 1732.5, 0.0); ( 457883.8, 3777078.9, 453.3, 1732.5, 0.0);
1920 ( 457893.8, 3777078.9, 453.4, 1732.5, 0.0); ( 457903.8, 3777078.9, 453.4, 1732.5, 0.0);
1921 ( 457913.8, 3777078.9, 453.6, 1732.5, 0.0); ( 457923.8, 3777078.9, 453.6, 1732.5, 0.0);
1922 ( 457933.8, 3777078.9, 453.6, 1732.5, 0.0); ( 457943.8, 3777078.9, 453.6, 1732.5, 0.0);
1923 ( 457953.8, 3777078.9, 453.7, 1732.5, 0.0); ( 457963.8, 3777078.9, 453.7, 1732.5, 0.0);
1924 ( 457973.8, 3777078.9, 453.7, 1732.5, 0.0); ( 457983.8, 3777078.9, 453.8, 1732.5, 0.0);
1925 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 1926 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1927
PAGE 8
1928 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1929
1930 *** DISCRETE CARTESIAN RECEPTORS *** 1931 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 1932 (METERS) 1933
1934 ( 457993.8, 3777078.9, 453.8, 1732.5, 0.0); ( 458003.8, 3777078.9, 453.8, 1732.5, 0.0);
1935 ( 458013.8, 3777078.9, 453.8, 1732.5, 0.0); ( 458023.8, 3777078.9, 453.9, 1732.5, 0.0);
1936 ( 458033.8, 3777078.9, 454.0, 1732.5, 0.0); ( 458043.8, 3777078.9, 454.1, 1732.5, 0.0);
1937 ( 458053.8, 3777078.9, 454.1, 1732.5, 0.0); ( 458063.8, 3777078.9, 454.2, 1732.5, 0.0);
1938 ( 458073.8, 3777078.9, 454.2, 1732.5, 0.0); ( 458083.8, 3777078.9, 454.3, 1732.5, 0.0); 316
1939 ( 458093.8, 3777078.9, 454.3, 1732.5, 0.0); ( 458103.8, 3777078.9, 454.3, 1732.5, 0.0);
1940 ( 458113.8, 3777078.9, 454.5, 1732.5, 0.0); ( 458123.8, 3777078.9, 454.6, 1732.5, 0.0);
1941 ( 458133.8, 3777078.9, 454.6, 1732.5, 0.0); ( 458143.8, 3777078.9, 454.6, 1732.5, 0.0);
1942 ( 458153.8, 3777078.9, 454.7, 1732.5, 0.0); ( 458163.8, 3777078.9, 454.7, 1732.5, 0.0);
1943 ( 457753.8, 3777088.9, 452.8, 1732.5, 0.0); ( 457763.8, 3777088.9, 452.9, 1732.5, 0.0);
1944 ( 457773.8, 3777088.9, 453.0, 1732.5, 0.0); ( 457783.8, 3777088.9, 453.1, 1732.5, 0.0);
1945 ( 457793.8, 3777088.9, 453.1, 1732.5, 0.0); ( 457803.8, 3777088.9, 453.2, 1732.5, 0.0);
1946 ( 457813.8, 3777088.9, 453.2, 1732.5, 0.0); ( 457823.8, 3777088.9, 453.3, 1732.5, 0.0);
1947 ( 457833.8, 3777088.9, 453.3, 1732.5, 0.0); ( 457843.8, 3777088.9, 453.3, 1732.5, 0.0);
1948 ( 457853.8, 3777088.9, 453.4, 1732.5, 0.0); ( 457863.8, 3777088.9, 453.6, 1732.5, 0.0);
1949 ( 457873.8, 3777088.9, 453.6, 1732.5, 0.0); ( 457883.8, 3777088.9, 453.6, 1732.5, 0.0);
1950 ( 457893.8, 3777088.9, 453.6, 1732.5, 0.0); ( 457903.8, 3777088.9, 453.7, 1732.5, 0.0);
1951 ( 457913.8, 3777088.9, 453.7, 1732.5, 0.0); ( 457923.8, 3777088.9, 453.8, 1732.5, 0.0);
1952 ( 457933.8, 3777088.9, 453.8, 1732.5, 0.0); ( 457943.8, 3777088.9, 453.8, 1732.5, 0.0);
1953 ( 457953.8, 3777088.9, 453.9, 1732.5, 0.0); ( 457963.8, 3777088.9, 453.9, 1732.5, 0.0);
1954 ( 457973.8, 3777088.9, 454.0, 1732.5, 0.0); ( 457983.8, 3777088.9, 454.1, 1732.5, 0.0);
1955 ( 457993.8, 3777088.9, 454.1, 1732.5, 0.0); ( 458003.8, 3777088.9, 454.1, 1732.5, 0.0);
1956 ( 458013.8, 3777088.9, 454.2, 1732.5, 0.0); ( 458023.8, 3777088.9, 454.2, 1732.5, 0.0);
1957 ( 458033.8, 3777088.9, 454.3, 1732.5, 0.0); ( 458043.8, 3777088.9, 454.3, 1732.5, 0.0);
1958 ( 458053.8, 3777088.9, 454.3, 1732.5, 0.0); ( 458063.8, 3777088.9, 454.4, 1732.5, 0.0);
1959 ( 458073.8, 3777088.9, 454.5, 1732.5, 0.0); ( 458083.8, 3777088.9, 454.6, 1732.5, 0.0);
1960 ( 458093.8, 3777088.9, 454.6, 1732.5, 0.0); ( 458103.8, 3777088.9, 454.7, 1732.5, 0.0);
1961 ( 458113.8, 3777088.9, 454.7, 1732.5, 0.0); ( 458123.8, 3777088.9, 454.8, 1732.5, 0.0);
1962 ( 458133.8, 3777088.9, 454.8, 1732.5, 0.0); ( 458143.8, 3777088.9, 454.8, 1732.5, 0.0);
1963 ( 458153.8, 3777088.9, 454.9, 1732.5, 0.0); ( 458163.8, 3777088.9, 455.0, 1732.5, 0.0);
1964 ( 457753.8, 3777098.9, 453.1, 1732.5, 0.0); ( 457763.8, 3777098.9, 453.2, 1732.5, 0.0);
1965 ( 457773.8, 3777098.9, 453.2, 1732.5, 0.0); ( 457783.8, 3777098.9, 453.3, 1732.5, 0.0);
1966 ( 457793.8, 3777098.9, 453.3, 1732.5, 0.0); ( 457803.8, 3777098.9, 453.3, 1732.5, 0.0);
1967 ( 457813.8, 3777098.9, 453.4, 1732.5, 0.0); ( 457823.8, 3777098.9, 453.6, 1732.5, 0.0);
1968 ( 457833.8, 3777098.9, 453.6, 1732.5, 0.0); ( 457843.8, 3777098.9, 453.6, 1732.5, 0.0);
1969 ( 457853.8, 3777098.9, 453.7, 1732.5, 0.0); ( 457863.8, 3777098.9, 453.7, 1732.5, 0.0);
1970 ( 457873.8, 3777098.9, 453.7, 1732.5, 0.0); ( 457883.8, 3777098.9, 453.8, 1732.5, 0.0);
1971 ( 457893.8, 3777098.9, 453.8, 1732.5, 0.0); ( 457903.8, 3777098.9, 453.9, 1732.5, 0.0); 317
1972 ( 457913.8, 3777098.9, 453.9, 1732.5, 0.0); ( 457923.8, 3777098.9, 454.1, 1732.5, 0.0);
1973 ( 457933.8, 3777098.9, 454.1, 1732.5, 0.0); ( 457943.8, 3777098.9, 454.1, 1732.5, 0.0);
1974 ( 457953.8, 3777098.9, 454.2, 1732.5, 0.0); ( 457963.8, 3777098.9, 454.2, 1732.5, 0.0);
1975 ( 457973.8, 3777098.9, 454.3, 1732.5, 0.0); ( 457983.8, 3777098.9, 454.3, 1732.5, 0.0);
1976 ( 457993.8, 3777098.9, 454.3, 1732.5, 0.0); ( 458003.8, 3777098.9, 454.3, 1732.5, 0.0);
1977 ( 458013.8, 3777098.9, 454.4, 1732.5, 0.0); ( 458023.8, 3777098.9, 454.5, 1732.5, 0.0);
1978 ( 458033.8, 3777098.9, 454.6, 1732.5, 0.0); ( 458043.8, 3777098.9, 454.6, 1732.5, 0.0);
1979 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 1980 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
1981
PAGE 9
1982 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 1983
1984 *** DISCRETE CARTESIAN RECEPTORS *** 1985 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 1986 (METERS) 1987
1988 ( 458053.8, 3777098.9, 454.6, 1732.5, 0.0); ( 458063.8, 3777098.9, 454.7, 1732.5, 0.0);
1989 ( 458073.8, 3777098.9, 454.7, 1732.5, 0.0); ( 458083.8, 3777098.9, 454.8, 1732.5, 0.0);
1990 ( 458093.8, 3777098.9, 454.8, 1732.5, 0.0); ( 458103.8, 3777098.9, 454.8, 1732.5, 0.0);
1991 ( 458113.8, 3777098.9, 454.9, 1732.5, 0.0); ( 458123.8, 3777098.9, 455.1, 1732.5, 0.0);
1992 ( 458133.8, 3777098.9, 455.1, 1732.5, 0.0); ( 458143.8, 3777098.9, 455.1, 1732.5, 0.0);
1993 ( 458153.8, 3777098.9, 455.2, 1732.5, 0.0); ( 458163.8, 3777098.9, 455.2, 1732.5, 0.0);
1994 ( 457753.8, 3777108.9, 453.3, 1732.5, 0.0); ( 457763.8, 3777108.9, 453.3, 1732.5, 0.0);
1995 ( 457773.8, 3777108.9, 453.4, 1732.5, 0.0); ( 457783.8, 3777108.9, 453.6, 1732.5, 0.0);
1996 ( 457793.8, 3777108.9, 453.6, 1732.5, 0.0); ( 457803.8, 3777108.9, 453.6, 1732.5, 0.0);
1997 ( 457813.8, 3777108.9, 453.7, 1732.5, 0.0); ( 457823.8, 3777108.9, 453.7, 1732.5, 0.0);
1998 ( 457833.8, 3777108.9, 453.8, 1732.5, 0.0); ( 457843.8, 3777108.9, 453.8, 1732.5, 0.0);
1999 ( 457853.8, 3777108.9, 453.8, 1732.5, 0.0); ( 457863.8, 3777108.9, 453.9, 1732.5, 0.0);
2000 ( 457873.8, 3777108.9, 454.0, 1732.5, 0.0); ( 457883.8, 3777108.9, 454.1, 1732.5, 0.0);
2001 ( 457893.8, 3777108.9, 454.1, 1732.5, 0.0); ( 457903.8, 3777108.9, 454.1, 1732.5, 0.0);
2002 ( 457913.8, 3777108.9, 454.2, 1732.5, 0.0); ( 457923.8, 3777108.9, 454.2, 1732.5, 0.0);
2003 ( 457933.8, 3777108.9, 454.3, 1732.5, 0.0); ( 457943.8, 3777108.9, 454.3, 1732.5, 0.0);
2004 ( 457953.8, 3777108.9, 454.3, 1732.5, 0.0); ( 457963.8, 3777108.9, 454.5, 1732.5, 0.0);
2005 ( 457973.8, 3777108.9, 454.6, 1732.5, 0.0); ( 457983.8, 3777108.9, 454.6, 1732.5, 0.0);
2006 ( 457993.8, 3777108.9, 454.6, 1732.5, 0.0); ( 458003.8, 3777108.9, 454.6, 1732.5, 0.0);
2007 ( 458013.8, 3777108.9, 454.7, 1732.5, 0.0); ( 458023.8, 318 3777108.9, 454.7, 1732.5, 0.0);
2008 ( 458033.8, 3777108.9, 454.8, 1732.5, 0.0); ( 458043.8, 3777108.9, 454.8, 1732.5, 0.0);
2009 ( 458053.8, 3777108.9, 454.8, 1732.5, 0.0); ( 458063.8, 3777108.9, 454.9, 1732.5, 0.0);
2010 ( 458073.8, 3777108.9, 455.0, 1732.5, 0.0); ( 458083.8, 3777108.9, 455.1, 1732.5, 0.0);
2011 ( 458093.8, 3777108.9, 455.1, 1732.5, 0.0); ( 458103.8, 3777108.9, 455.1, 1732.5, 0.0);
2012 ( 458113.8, 3777108.9, 455.2, 1732.5, 0.0); ( 458123.8, 3777108.9, 455.2, 1732.5, 0.0);
2013 ( 458133.8, 3777108.9, 455.3, 1732.5, 0.0); ( 458143.8, 3777108.9, 455.3, 1732.5, 0.0);
2014 ( 458153.8, 3777108.9, 455.4, 1732.5, 0.0); ( 458163.8, 3777108.9, 455.5, 1732.5, 0.0);
2015 ( 457753.8, 3777118.9, 453.6, 1732.5, 0.0); ( 457763.8, 3777118.9, 453.6, 1732.5, 0.0);
2016 ( 457773.8, 3777118.9, 453.7, 1732.5, 0.0); ( 457783.8, 3777118.9, 453.7, 1732.5, 0.0);
2017 ( 457793.8, 3777118.9, 453.7, 1732.5, 0.0); ( 457803.8, 3777118.9, 453.8, 1732.5, 0.0);
2018 ( 457813.8, 3777118.9, 453.9, 1732.5, 0.0); ( 457823.8, 3777118.9, 453.9, 1732.5, 0.0);
2019 ( 457833.8, 3777118.9, 454.1, 1732.5, 0.0); ( 457843.8, 3777118.9, 454.1, 1732.5, 0.0);
2020 ( 457853.8, 3777118.9, 454.1, 1732.5, 0.0); ( 457863.8, 3777118.9, 454.2, 1732.5, 0.0);
2021 ( 457873.8, 3777118.9, 454.2, 1732.5, 0.0); ( 457883.8, 3777118.9, 454.2, 1732.5, 0.0);
2022 ( 457893.8, 3777118.9, 454.3, 1732.5, 0.0); ( 457903.8, 3777118.9, 454.3, 1732.5, 0.0);
2023 ( 457913.8, 3777118.9, 454.4, 1732.5, 0.0); ( 457923.8, 3777118.9, 454.5, 1732.5, 0.0);
2024 ( 457933.8, 3777118.9, 454.6, 1732.5, 0.0); ( 457943.8, 3777118.9, 454.6, 1732.5, 0.0);
2025 ( 457953.8, 3777118.9, 454.7, 1732.5, 0.0); ( 457963.8, 3777118.9, 454.7, 1732.5, 0.0);
2026 ( 457973.8, 3777118.9, 454.7, 1732.5, 0.0); ( 457983.8, 3777118.9, 454.8, 1732.5, 0.0);
2027 ( 457993.8, 3777118.9, 454.8, 1732.5, 0.0); ( 458003.8, 3777118.9, 454.8, 1732.5, 0.0);
2028 ( 458013.8, 3777118.9, 454.9, 1732.5, 0.0); ( 458023.8, 3777118.9, 455.0, 1732.5, 0.0);
2029 ( 458033.8, 3777118.9, 455.1, 1732.5, 0.0); ( 458043.8, 3777118.9, 455.1, 1732.5, 0.0);
2030 ( 458053.8, 3777118.9, 455.1, 1732.5, 0.0); ( 458063.8, 3777118.9, 455.2, 1732.5, 0.0);
2031 ( 458073.8, 3777118.9, 455.2, 1732.5, 0.0); ( 458083.8, 3777118.9, 455.3, 1732.5, 0.0);
2032 ( 458093.8, 3777118.9, 455.3, 1732.5, 0.0); ( 458103.8, 3777118.9, 455.3, 1732.5, 0.0);
2033 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2034 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2035
PAGE 10
2036 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2037
2038 *** DISCRETE CARTESIAN RECEPTORS *** 2039 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 2040 (METERS) 2041
2042 ( 458113.8, 3777118.9, 455.4, 1732.5, 0.0); ( 458123.8, 3777118.9, 455.5, 1732.5, 0.0); 319
2043 ( 458133.8, 3777118.9, 455.6, 1732.5, 0.0); ( 458143.8, 3777118.9, 455.6, 1732.5, 0.0);
2044 ( 458153.8, 3777118.9, 455.7, 1732.5, 0.0); ( 458163.8, 3777118.9, 455.7, 1732.5, 0.0);
2045 ( 457753.8, 3777128.9, 453.7, 1732.5, 0.0); ( 457763.8, 3777128.9, 453.8, 1732.5, 0.0);
2046 ( 457773.8, 3777128.9, 453.8, 1732.5, 0.0); ( 457783.8, 3777128.9, 453.9, 1732.5, 0.0);
2047 ( 457793.8, 3777128.9, 454.0, 1732.5, 0.0); ( 457803.8, 3777128.9, 454.1, 1732.5, 0.0);
2048 ( 457813.8, 3777128.9, 454.1, 1732.5, 0.0); ( 457823.8, 3777128.9, 454.2, 1732.5, 0.0);
2049 ( 457833.8, 3777128.9, 454.2, 1732.5, 0.0); ( 457843.8, 3777128.9, 454.3, 1732.5, 0.0);
2050 ( 457853.8, 3777128.9, 454.3, 1732.5, 0.0); ( 457863.8, 3777128.9, 454.3, 1732.5, 0.0);
2051 ( 457873.8, 3777128.9, 454.4, 1732.5, 0.0); ( 457883.8, 3777128.9, 454.5, 1732.5, 0.0);
2052 ( 457893.8, 3777128.9, 454.6, 1732.5, 0.0); ( 457903.8, 3777128.9, 454.6, 1732.5, 0.0);
2053 ( 457913.8, 3777128.9, 454.7, 1732.5, 0.0); ( 457923.8, 3777128.9, 454.7, 1732.5, 0.0);
2054 ( 457933.8, 3777128.9, 454.8, 1732.5, 0.0); ( 457943.8, 3777128.9, 454.8, 1732.5, 0.0);
2055 ( 457953.8, 3777128.9, 454.8, 1732.5, 0.0); ( 457963.8, 3777128.9, 454.9, 1732.5, 0.0);
2056 ( 457973.8, 3777128.9, 455.0, 1732.5, 0.0); ( 457983.8, 3777128.9, 455.1, 1732.5, 0.0);
2057 ( 457993.8, 3777128.9, 455.1, 1732.5, 0.0); ( 458003.8, 3777128.9, 455.1, 1732.5, 0.0);
2058 ( 458013.8, 3777128.9, 455.2, 1732.5, 0.0); ( 458023.8, 3777128.9, 455.2, 1732.5, 0.0);
2059 ( 458033.8, 3777128.9, 455.3, 1732.5, 0.0); ( 458043.8, 3777128.9, 455.3, 1732.5, 0.0);
2060 ( 458053.8, 3777128.9, 455.3, 1732.5, 0.0); ( 458063.8, 3777128.9, 455.4, 1732.5, 0.0);
2061 ( 458073.8, 3777128.9, 455.5, 1732.5, 0.0); ( 458083.8, 3777128.9, 455.6, 1732.5, 0.0);
2062 ( 458093.8, 3777128.9, 455.6, 1732.5, 0.0); ( 458103.8, 3777128.9, 455.6, 1732.5, 0.0);
2063 ( 458113.8, 3777128.9, 455.7, 1732.5, 0.0); ( 458123.8, 3777128.9, 455.7, 1732.5, 0.0);
2064 ( 458133.8, 3777128.9, 455.8, 1732.5, 0.0); ( 458143.8, 3777128.9, 455.8, 1732.5, 0.0);
2065 ( 458153.8, 3777128.9, 455.9, 1732.5, 0.0); ( 458163.8, 3777128.9, 456.0, 1732.5, 0.0);
2066 ( 457753.8, 3777138.9, 453.9, 1732.5, 0.0); ( 457763.8, 3777138.9, 454.1, 1732.5, 0.0);
2067 ( 457773.8, 3777138.9, 454.1, 1732.5, 0.0); ( 457783.8, 3777138.9, 454.2, 1732.5, 0.0);
2068 ( 457793.8, 3777138.9, 454.2, 1732.5, 0.0); ( 457803.8, 3777138.9, 454.2, 1732.5, 0.0);
2069 ( 457813.8, 3777138.9, 454.3, 1732.5, 0.0); ( 457823.8, 3777138.9, 454.4, 1732.5, 0.0);
2070 ( 457833.8, 3777138.9, 454.4, 1732.5, 0.0); ( 457843.8, 3777138.9, 454.6, 1732.5, 0.0);
2071 ( 457853.8, 3777138.9, 454.6, 1732.5, 0.0); ( 457863.8, 3777138.9, 454.6, 1732.5, 0.0);
2072 ( 457873.8, 3777138.9, 454.7, 1732.5, 0.0); ( 457883.8, 3777138.9, 454.7, 1732.5, 0.0);
2073 ( 457893.8, 3777138.9, 454.8, 1732.5, 0.0); ( 457903.8, 3777138.9, 454.8, 1732.5, 0.0);
2074 ( 457913.8, 3777138.9, 454.9, 1732.5, 0.0); ( 457923.8, 3777138.9, 454.9, 1732.5, 0.0);
2075 ( 457933.8, 3777138.9, 455.1, 1732.5, 0.0); ( 457943.8, 3777138.9, 455.1, 1732.5, 0.0); 320
2076 ( 457953.8, 3777138.9, 455.1, 1732.5, 0.0); ( 457963.8, 3777138.9, 455.2, 1732.5, 0.0);
2077 ( 457973.8, 3777138.9, 455.2, 1732.5, 0.0); ( 457983.8, 3777138.9, 455.3, 1732.5, 0.0);
2078 ( 457993.8, 3777138.9, 455.3, 1732.5, 0.0); ( 458003.8, 3777138.9, 455.3, 1732.5, 0.0);
2079 ( 458013.8, 3777138.9, 455.4, 1732.5, 0.0); ( 458023.8, 3777138.9, 455.5, 1732.5, 0.0);
2080 ( 458033.8, 3777138.9, 455.6, 1732.5, 0.0); ( 458043.8, 3777138.9, 455.6, 1732.5, 0.0);
2081 ( 458053.8, 3777138.9, 455.6, 1732.5, 0.0); ( 458063.8, 3777138.9, 455.7, 1732.5, 0.0);
2082 ( 458073.8, 3777138.9, 455.7, 1732.5, 0.0); ( 458083.8, 3777138.9, 455.7, 1732.5, 0.0);
2083 ( 458093.8, 3777138.9, 455.8, 1732.5, 0.0); ( 458103.8, 3777138.9, 455.8, 1732.5, 0.0);
2084 ( 458113.8, 3777138.9, 455.9, 1732.5, 0.0); ( 458123.8, 3777138.9, 456.0, 1732.5, 0.0);
2085 ( 458133.8, 3777138.9, 456.1, 1732.5, 0.0); ( 458143.8, 3777138.9, 456.1, 1732.5, 0.0);
2086 ( 458153.8, 3777138.9, 456.2, 1732.5, 0.0); ( 457753.8, 3777148.9, 454.2, 1732.5, 0.0);
2087 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2088 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2089
PAGE 11
2090 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2091
2092 *** DISCRETE CARTESIAN RECEPTORS *** 2093 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 2094 (METERS) 2095
2096 ( 457763.8, 3777148.9, 454.2, 1732.5, 0.0); ( 457773.8, 3777148.9, 454.3, 1732.5, 0.0);
2097 ( 457783.8, 3777148.9, 454.3, 1732.5, 0.0); ( 457793.8, 3777148.9, 454.4, 1732.5, 0.0);
2098 ( 457803.8, 3777148.9, 454.4, 1732.5, 0.0); ( 457813.8, 3777148.9, 454.6, 1732.5, 0.0);
2099 ( 457823.8, 3777148.9, 454.6, 1732.5, 0.0); ( 457833.8, 3777148.9, 454.7, 1732.5, 0.0);
2100 ( 457843.8, 3777148.9, 454.7, 1732.5, 0.0); ( 457853.8, 3777148.9, 454.7, 1732.5, 0.0);
2101 ( 457863.8, 3777148.9, 454.8, 1732.5, 0.0); ( 457873.8, 3777148.9, 454.8, 1732.5, 0.0);
2102 ( 457883.8, 3777148.9, 454.9, 1732.5, 0.0); ( 457893.8, 3777148.9, 455.1, 1732.5, 0.0);
2103 ( 457903.8, 3777148.9, 455.1, 1732.5, 0.0); ( 457913.8, 3777148.9, 455.1, 1732.5, 0.0);
2104 ( 457923.8, 3777148.9, 455.2, 1732.5, 0.0); ( 457933.8, 3777148.9, 455.2, 1732.5, 0.0);
2105 ( 457943.8, 3777148.9, 455.3, 1732.5, 0.0); ( 457953.8, 3777148.9, 455.3, 1732.5, 0.0);
2106 ( 457963.8, 3777148.9, 455.4, 1732.5, 0.0); ( 457973.8, 3777148.9, 455.5, 1732.5, 0.0);
2107 ( 457983.8, 3777148.9, 455.6, 1732.5, 0.0); ( 457993.8, 3777148.9, 455.6, 1732.5, 0.0);
2108 ( 458003.8, 3777148.9, 455.6, 1732.5, 0.0); ( 458013.8, 3777148.9, 455.7, 1732.5, 0.0);
2109 ( 458023.8, 3777148.9, 455.7, 1732.5, 0.0); ( 458033.8, 3777148.9, 455.7, 1732.5, 0.0);
2110 ( 458043.8, 3777148.9, 455.8, 1732.5, 0.0); ( 458053.8, 3777148.9, 455.8, 1732.5, 0.0);
2111 ( 458063.8, 3777148.9, 455.8, 1732.5, 0.0); ( 458073.8, 321 3777148.9, 455.9, 1732.5, 0.0);
2112 ( 458083.8, 3777148.9, 456.0, 1732.5, 0.0); ( 458093.8, 3777148.9, 456.1, 1732.5, 0.0);
2113 ( 458103.8, 3777148.9, 456.1, 1732.5, 0.0); ( 458113.8, 3777148.9, 456.2, 1732.5, 0.0);
2114 ( 458123.8, 3777148.9, 456.2, 1732.5, 0.0); ( 458133.8, 3777148.9, 456.3, 1732.5, 0.0);
2115 ( 458143.8, 3777148.9, 456.3, 1732.5, 0.0); ( 458153.8, 3777148.9, 456.3, 1732.5, 0.0);
2116 ( 457753.8, 3777158.9, 454.3, 1732.5, 0.0); ( 457763.8, 3777158.9, 454.4, 1732.5, 0.0);
2117 ( 457773.8, 3777158.9, 454.6, 1732.5, 0.0); ( 457783.8, 3777158.9, 454.6, 1732.5, 0.0);
2118 ( 457793.8, 3777158.9, 454.6, 1732.5, 0.0); ( 457803.8, 3777158.9, 454.7, 1732.5, 0.0);
2119 ( 457813.8, 3777158.9, 454.7, 1732.5, 0.0); ( 457823.8, 3777158.9, 454.8, 1732.5, 0.0);
2120 ( 457833.8, 3777158.9, 454.8, 1732.5, 0.0); ( 457843.8, 3777158.9, 454.9, 1732.5, 0.0);
2121 ( 457853.8, 3777158.9, 455.0, 1732.5, 0.0); ( 457863.8, 3777158.9, 455.1, 1732.5, 0.0);
2122 ( 457873.8, 3777158.9, 455.1, 1732.5, 0.0); ( 457883.8, 3777158.9, 455.2, 1732.5, 0.0);
2123 ( 457893.8, 3777158.9, 455.2, 1732.5, 0.0); ( 457903.8, 3777158.9, 455.3, 1732.5, 0.0);
2124 ( 457913.8, 3777158.9, 455.3, 1732.5, 0.0); ( 457923.8, 3777158.9, 455.4, 1732.5, 0.0);
2125 ( 457933.8, 3777158.9, 455.5, 1732.5, 0.0); ( 457943.8, 3777158.9, 455.6, 1732.5, 0.0);
2126 ( 457953.8, 3777158.9, 455.6, 1732.5, 0.0); ( 457963.8, 3777158.9, 455.7, 1732.5, 0.0);
2127 ( 457973.8, 3777158.9, 455.7, 1732.5, 0.0); ( 457983.8, 3777158.9, 455.7, 1732.5, 0.0);
2128 ( 457993.8, 3777158.9, 455.8, 1732.5, 0.0); ( 458003.8, 3777158.9, 455.8, 1732.5, 0.0);
2129 ( 458013.8, 3777158.9, 455.8, 1732.5, 0.0); ( 458023.8, 3777158.9, 455.9, 1732.5, 0.0);
2130 ( 458033.8, 3777158.9, 456.0, 1732.5, 0.0); ( 458043.8, 3777158.9, 456.1, 1732.5, 0.0);
2131 ( 458053.8, 3777158.9, 456.1, 1732.5, 0.0); ( 458063.8, 3777158.9, 456.2, 1732.5, 0.0);
2132 ( 458073.8, 3777158.9, 456.2, 1732.5, 0.0); ( 458083.8, 3777158.9, 456.3, 1732.5, 0.0);
2133 ( 458093.8, 3777158.9, 456.3, 1732.5, 0.0); ( 458103.8, 3777158.9, 456.3, 1732.5, 0.0);
2134 ( 458113.8, 3777158.9, 456.4, 1732.5, 0.0); ( 458123.8, 3777158.9, 456.5, 1732.5, 0.0);
2135 ( 458133.8, 3777158.9, 456.6, 1732.5, 0.0); ( 457753.8, 3777168.9, 454.6, 1732.5, 0.0);
2136 ( 457763.8, 3777168.9, 454.7, 1732.5, 0.0); ( 457773.8, 3777168.9, 454.7, 1732.5, 0.0);
2137 ( 457783.8, 3777168.9, 454.7, 1732.5, 0.0); ( 457793.8, 3777168.9, 454.8, 1732.5, 0.0);
2138 ( 457803.8, 3777168.9, 454.9, 1732.5, 0.0); ( 457813.8, 3777168.9, 454.9, 1732.5, 0.0);
2139 ( 457823.8, 3777168.9, 455.1, 1732.5, 0.0); ( 457833.8, 3777168.9, 455.1, 1732.5, 0.0);
2140 ( 457843.8, 3777168.9, 455.2, 1732.5, 0.0); ( 457853.8, 3777168.9, 455.2, 1732.5, 0.0);
2141 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2142 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2143
PAGE 12 322
2144 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2145
2146 *** DISCRETE CARTESIAN RECEPTORS *** 2147 (X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG) 2148 (METERS) 2149
2150 ( 457863.8, 3777168.9, 455.2, 1732.5, 0.0); ( 457873.8, 3777168.9, 455.3, 1732.5, 0.0);
2151 ( 457883.8, 3777168.9, 455.3, 1732.5, 0.0); ( 457893.8, 3777168.9, 455.4, 1732.5, 0.0);
2152 ( 457903.8, 3777168.9, 455.6, 1732.5, 0.0); ( 457913.8, 3777168.9, 455.6, 1732.5, 0.0);
2153 ( 457923.8, 3777168.9, 455.7, 1732.5, 0.0); ( 457933.8, 3777168.9, 455.7, 1732.5, 0.0);
2154 ( 457943.8, 3777168.9, 455.8, 1732.5, 0.0); ( 457953.8, 3777168.9, 455.8, 1732.5, 0.0);
2155 ( 457963.8, 3777168.9, 455.8, 1732.5, 0.0); ( 457973.8, 3777168.9, 455.9, 1732.5, 0.0);
2156 ( 457983.8, 3777168.9, 456.0, 1732.5, 0.0); ( 457993.8, 3777168.9, 456.1, 1732.5, 0.0);
2157 ( 458003.8, 3777168.9, 456.1, 1732.5, 0.0); ( 458013.8, 3777168.9, 456.1, 1732.5, 0.0);
2158 ( 458023.8, 3777168.9, 456.2, 1732.5, 0.0); ( 458033.8, 3777168.9, 456.2, 1732.5, 0.0);
2159 ( 458043.8, 3777168.9, 456.3, 1732.5, 0.0); ( 458053.8, 3777168.9, 456.3, 1732.5, 0.0);
2160 ( 458063.8, 3777168.9, 456.4, 1732.5, 0.0); ( 458073.8, 3777168.9, 456.5, 1732.5, 0.0);
2161 ( 458083.8, 3777168.9, 456.6, 1732.5, 0.0); ( 458093.8, 3777168.9, 456.6, 1732.5, 0.0);
2162 ( 457753.8, 3777178.9, 454.8, 1732.5, 0.0); ( 457763.8, 3777178.9, 454.8, 1732.5, 0.0);
2163 ( 457773.8, 3777178.9, 454.9, 1732.5, 0.0); ( 457783.8, 3777178.9, 455.0, 1732.5, 0.0);
2164 ( 457793.8, 3777178.9, 455.1, 1732.5, 0.0); ( 457803.8, 3777178.9, 455.1, 1732.5, 0.0);
2165 ( 457813.8, 3777178.9, 455.2, 1732.5, 0.0); ( 457823.8, 3777178.9, 455.2, 1732.5, 0.0);
2166 ( 457833.8, 3777178.9, 455.3, 1732.5, 0.0); ( 457843.8, 3777178.9, 455.3, 1732.5, 0.0);
2167 ( 457853.8, 3777178.9, 455.4, 1732.5, 0.0); ( 457863.8, 3777178.9, 455.5, 1732.5, 0.0);
2168 ( 457873.8, 3777178.9, 455.6, 1732.5, 0.0); ( 457883.8, 3777178.9, 455.6, 1732.5, 0.0);
2169 ( 457893.8, 3777178.9, 455.7, 1732.5, 0.0); ( 457903.8, 3777178.9, 455.7, 1732.5, 0.0);
2170 ( 457913.8, 3777178.9, 455.8, 1732.5, 0.0); ( 457923.8, 3777178.9, 455.9, 1732.5, 0.0);
2171 ( 457933.8, 3777178.9, 456.0, 1732.5, 0.0); ( 457943.8, 3777178.9, 456.1, 1732.5, 0.0);
2172 ( 457953.8, 3777178.9, 456.1, 1732.5, 0.0); ( 457963.8, 3777178.9, 456.1, 1732.5, 0.0);
2173 ( 457973.8, 3777178.9, 456.2, 1732.5, 0.0); ( 457983.8, 3777178.9, 456.2, 1732.5, 0.0);
2174 ( 457993.8, 3777178.9, 456.3, 1732.5, 0.0); ( 458003.8, 3777178.9, 456.3, 1732.5, 0.0);
2175 ( 458013.8, 3777178.9, 456.3, 1732.5, 0.0); ( 458023.8, 3777178.9, 456.4, 1732.5, 0.0);
2176 ( 458033.8, 3777178.9, 456.5, 1732.5, 0.0); ( 458043.8, 3777178.9, 456.6, 1732.5, 0.0);
2177 ( 458053.8, 3777178.9, 456.6, 1732.5,

0.0);
2178 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2179 *** AERMET - VERSION 16216 ***
*** *** 323 18:41:23
2180
PAGE 13
2181 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2182
2183 *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING ***
2184 (1=YES; 0=NO) 2185
2186 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2187 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2188 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2189 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2190 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2191 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2192 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2193 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2194
2195 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE.
2196
2197
2198
2199 *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES ***
2200 (METERS/SEC) 2201
2202 1.54, 3.09, 5.14, 8.23, 10.80, 2203 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2204 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2205
PAGE 14
2206 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2207
2208 *** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA ***
2209
2210 Surface file: C:\Users\jclar\OneDrive\Clark and Associates\Project 204 - ABJC - Fontana Squar Met Version: 16216
2211 Profile file: C:\Users\jclar\OneDrive\Clark and Associates\Project 204 - ABJC - Fontana Squar
2212 Surface format:

FREE
2213 Profile format:

FREE
2214 Surface station no.: 3102 Upper air station no.: 3190 2215 Name: UNKNOWN Name:

UNKNOWN
2216 Year: 2011 Year: 2011 2217
2218 First 24 hours of scalar data
2219 YR MO DY JDY HR H0 U* W* DT/DZ ZICNV ZIMCH M-O LEN Z0 BOWEN ALBEDO

REF WS WD HT REF TA HT
2220 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 324 - - - - - - - - - - - - - - - - -
2221 11 01 01 1 01 -18.5 0.194 -9.000 -9.000 -999. 204. 41.2 0.25 2.82 1.00

1.80 69. 9.1 276.4 5.5
2222 11 01 01 1 02 -23.8 0.239 -9.000 -9.000 -999. 281. 63.0 0.25 2.82 1.00

2.20 52. 9.1 275.4 5.5
2223 11 01 01 1 03 -18.5 0.194 -9.000 -9.000 -999. 205. 41.2 0.25 2.82 1.00

1.80 32. 9.1 275.4 5.5
2224 11 01 01 1 04 -1.4 0.067 -9.000 -9.000 -999. 57. 18.3 0.25 2.82 1.00

0.40 27. 9.1 274.2 5.5
2225 11 01 01 1 05 -18.6 0.194 -9.000 -9.000 -999. 204. 41.2 0.25 2.82 1.00

1.80 51. 9.1 274.2 5.5
2226 11 01 01 1 06 -29.7 0.296 -9.000 -9.000 -999. 387. 96.6 0.25 2.82 1.00

2.70 53. 9.1 274.2 5.5
2227 11 01 01 1 07 -24.0 0.239 -9.000 -9.000 -999. 282. 63.0 0.25 2.82 1.00

2.20 70. 9.1 274.2 5.5
2228 11 01 01 1 08 -8.4 0.138 -9.000 -9.000 -999. 127. 27.3 0.25 2.82 0.54

1.30 72. 9.1 275.4 5.5
2229 11 01 01 1 09 44.3 0.280 0.571 0.005 147. 356. -43.5 0.25 2.82 0.32

2.20 67. 9.1 277.5 5.5
2230 11 01 01 1 10 122.7 0.264 0.952 0.005 247. 326. -13.2 0.25 2.82 0.25

1.80 83. 9.1 279.9 5.5
2231 11 01 01 1 11 179.8 0.316 1.733 0.005 1017. 426. -15.4 0.25 2.82 0.22

2.20 58. 9.1 282.0 5.5
2232 11 01 01 1 12 206.0 0.320 1.940 0.008 1244. 435. -14.0 0.25 2.82 0.21

2.20 115. 9.1 283.1 5.5
2233 11 01 01 1 13 132.6 0.214 1.733 0.009 1377. 243. -6.5 0.25 2.82 0.21

1.30 147. 9.1 284.2 5.5
2234 11 01 01 1 14 147.0 0.216 1.818 0.009 1431. 242. -6.0 0.25 2.82 0.23

1.30 219. 9.1 284.9 5.5
2235 11 01 01 1 15 104.0 0.208 1.633 0.009 1468. 228. -7.6 0.25 2.82 0.26

1.30 126. 9.1 285.4 5.5
2236 11 01 01 1 16 26.4 0.140 1.037 0.009 1477. 127. -9.1 0.25 2.82 0.35

0.90 151. 9.1 284.9 5.5
2237 11 01 01 1 17 -9.0 0.137 -9.000 -9.000 -999. 121. 24.9 0.25 2.82 0.63

1.30 69. 9.1 283.1 5.5
2238 11 01 01 1 18 -33.4 0.342 -9.000 -9.000 -999. 481. 129.0 0.25 2.82 1.00

3.10 81. 9.1 281.4 5.5
2239 11 01 01 1 19 -33.6 0.342 -9.000 -9.000 -999. 481. 128.9 0.25 2.82 1.00

3.10 51. 9.1 279.9 5.5
2240 11 01 01 1 20 -23.6 0.239 -9.000 -9.000 -999. 287. 63.1 0.25 2.82 1.00

2.20 77. 9.1 278.8 5.5
2241 11 01 01 1 21 -18.5 0.194 -9.000 -9.000 -999. 205. 41.2 0.25 2.82 1.00

1.80 53. 9.1 277.5 5.5
2242 11 01 01 1 22 -23.7 0.239 -9.000 -9.000 -999. 281. 63.0 0.25 2.82 1.00

2.20 58. 9.1 277.5 5.5
2243 11 01 01 1 23 -18.5 0.194 -9.000 -9.000 -999. 205. 41.2 0.25 2.82 1.00

1.80 64. 9.1 277.5 5.5
2244 11 01 01 1 24 -4.5 0.094 -9.000 -9.000 -999. 74. 16.3 0.25 2.82 1.00

0.90 52. 9.1 277.0 5.5
2245
2246
2247 First hour of profile data
2248 YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 2249 11 01 01 01 5.5 0 -999. -99.00 276.5 99.0 -99.00 -99.00 2250 11 01 01 01 9.1 1 69. 1.80 -999.0 99.0 -99.00 -99.00 2251
2252 F indicates top of profile (=1) or below (=0)
2253 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2254 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2255
PAGE 15
2256 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2257 325
2258 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2259 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2260
2261 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2262
2263 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2264
2265 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2266 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2267 457753.80 3776998.90 0.01395 457763.80 3776998.90 0.01453
2268 457773.80 3776998.90 0.01511 457783.80 3776998.90 0.01567
2269 457793.80 3776998.90 0.01624 457803.80 3776998.90 0.01682
2270 457813.80 3776998.90 0.01739 457823.80 3776998.90 0.01797
2271 457833.80 3776998.90 0.01854 457843.80 3776998.90 0.01911
2272 457853.80 3776998.90 0.01969 457863.80 3776998.90 0.02025
2273 457873.80 3776998.90 0.02081 457883.80 3776998.90 0.02137
2274 457893.80 3776998.90 0.02194 457903.80 3776998.90 0.02251
2275 457913.80 3776998.90 0.02307 457923.80 3776998.90 0.02361
2276 457933.80 3776998.90 0.02414 457943.80 3776998.90 0.02464
2277 457953.80 3776998.90 0.02511 457963.80 3776998.90 0.02553
2278 457973.80 3776998.90 0.02588 457983.80 3776998.90 0.02614
2279 457993.80 3776998.90 0.02630 458003.80 3776998.90 0.02634
2280 458013.80 3776998.90 0.02626 458023.80 3776998.90 0.02606
2281 458033.80 3776998.90 0.02573 458043.80 3776998.90 0.02527
2282 458053.80 3776998.90 0.02469 458063.80 3776998.90 0.02396
2283 458073.80 3776998.90 0.02314 458083.80 3776998.90 0.02223
2284 458093.80 3776998.90 0.02126 458103.80 3776998.90 0.02024
2285 458113.80 3776998.90 0.01921 458123.80 3776998.90 0.01818
2286 458133.80 3776998.90 0.01713 458143.80 3776998.90 0.01613
2287 458153.80 3776998.90 0.01516 458163.80 3776998.90 0.01424
2288 457753.80 3777008.90 0.01425 457763.80 3777008.90 0.01486
2289 457773.80 3777008.90 0.01547 457783.80 3777008.90 0.01607
2290 457793.80 3777008.90 0.01668 457803.80 3777008.90 0.01729
2291 457813.80 3777008.90 0.01792 457823.80 3777008.90 0.01854
2292 457833.80 3777008.90 0.01915 457843.80 3777008.90 0.01975
2293 457853.80 3777008.90 0.02036 457863.80 326 3777008.90 0.02097
2294 457873.80 3777008.90 0.02158 457883.80 3777008.90 0.02219
2295 457893.80 3777008.90 0.02280 457903.80 3777008.90 0.02342
2296 457913.80 3777008.90 0.02404 457923.80 3777008.90 0.02465
2297 457933.80 3777008.90 0.02526 457943.80 3777008.90 0.02584
2298 457953.80 3777008.90 0.02639 457963.80 3777008.90 0.02688
2299 457973.80 3777008.90 0.02732 457983.80 3777008.90 0.02769
2300 457993.80 3777008.90 0.02792 458003.80 3777008.90 0.02803
2301 458013.80 3777008.90 0.02801 458023.80 3777008.90 0.02785
2302 458033.80 3777008.90 0.02754 458043.80 3777008.90 0.02708
2303 458053.80 3777008.90 0.02645 458063.80 3777008.90 0.02568
2304 458073.80 3777008.90 0.02481 458083.80 3777008.90 0.02385
2305 458093.80 3777008.90 0.02281 458103.80 3777008.90 0.02168
2306 458113.80 3777008.90 0.02053 458123.80 3777008.90 0.01938
2307 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2308 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2309
PAGE 16
2310 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2311
2312 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2313 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2314
2315 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2316
2317 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2318
2319 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2320 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2321 458133.80 3777008.90 0.01823 458143.80 3777008.90 0.01714
2322 458153.80 3777008.90 0.01608 458163.80 3777008.90 0.01507
2323 457753.80 3777018.90 0.01453 457763.80 3777018.90 0.01518
2324 457773.80 3777018.90 0.01583 457783.80 3777018.90 0.01649
2325 457793.80 3777018.90 0.01715 457803.80 3777018.90 0.01780
2326 457813.80 3777018.90 0.01846 457823.80 3777018.90 0.01912
2327 457833.80 3777018.90 0.01976 457843.80 3777018.90 0.02041
2328 457853.80 3777018.90 0.02106 457863.80 3777018.90 0.02173
2329 457873.80 3777018.90 0.02241 457883.80 327 3777018.90 0.02306
2330 457893.80 3777018.90 0.02373 457903.80 3777018.90 0.02442
2331 457913.80 3777018.90 0.02511 457923.80 3777018.90 0.02579
2332 457933.80 3777018.90 0.02647 457943.80 3777018.90 0.02713
2333 457953.80 3777018.90 0.02777 457963.80 3777018.90 0.02837
2334 457973.80 3777018.90 0.02890 457983.80 3777018.90 0.02934
2335 457993.80 3777018.90 0.02966 458003.80 3777018.90 0.02984
2336 458013.80 3777018.90 0.02988 458023.80 3777018.90 0.02978
2337 458033.80 3777018.90 0.02950 458043.80 3777018.90 0.02906
2338 458053.80 3777018.90 0.02845 458063.80 3777018.90 0.02765
2339 458073.80 3777018.90 0.02673 458083.80 3777018.90 0.02566
2340 458093.80 3777018.90 0.02450 458103.80 3777018.90 0.02326
2341 458113.80 3777018.90 0.02201 458123.80 3777018.90 0.02075
2342 458133.80 3777018.90 0.01947 458143.80 3777018.90 0.01825
2343 458153.80 3777018.90 0.01707 458163.80 3777018.90 0.01595
2344 457753.80 3777028.90 0.01484 457763.80 3777028.90 0.01552
2345 457773.80 3777028.90 0.01623 457783.80 3777028.90 0.01693
2346 457793.80 3777028.90 0.01763 457803.80 3777028.90 0.01833
2347 457813.80 3777028.90 0.01903 457823.80 3777028.90 0.01973
2348 457833.80 3777028.90 0.02044 457843.80 3777028.90 0.02113
2349 457853.80 3777028.90 0.02182 457863.80 3777028.90 0.02253
2350 457873.80 3777028.90 0.02324 457883.80 3777028.90 0.02395
2351 457893.80 3777028.90 0.02469 457903.80 3777028.90 0.02542
2352 457913.80 3777028.90 0.02617 457923.80 3777028.90 0.02693
2353 457933.80 3777028.90 0.02771 457943.80 3777028.90 0.02847
2354 457953.80 3777028.90 0.02921 457963.80 3777028.90 0.02990
2355 457973.80 3777028.90 0.03056 457983.80 3777028.90 0.03114
2356 457993.80 3777028.90 0.03157 458003.80 3777028.90 0.03185
2357 458013.80 3777028.90 0.03199 458023.80 3777028.90 0.03195
2358 458033.80 3777028.90 0.03172 458043.80 3777028.90 0.03129
2359 458053.80 3777028.90 0.03065 458063.80 3777028.90 0.02982
2360 458073.80 3777028.90 0.02881 458083.80 3777028.90 0.02768
2361 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2362 *** AERMET - VERSION 16216 *** 328
*** *** 18:41:23
2363
PAGE 17
2364 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2365
2366 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2367 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2368
2369 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2370
2371 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2372
2373 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2374 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2375 458093.80 3777028.90 0.02644 458103.80 3777028.90 0.02508
2376 458113.80 3777028.90 0.02367 458123.80 3777028.90 0.02225
2377 458133.80 3777028.90 0.02084 458143.80 3777028.90 0.01947
2378 458153.80 3777028.90 0.01817 458163.80 3777028.90 0.01695
2379 457753.80 3777038.90 0.01512 457763.80 3777038.90 0.01586
2380 457773.80 3777038.90 0.01661 457783.80 3777038.90 0.01738
2381 457793.80 3777038.90 0.01814 457803.80 3777038.90 0.01889
2382 457813.80 3777038.90 0.01963 457823.80 3777038.90 0.02038
2383 457833.80 3777038.90 0.02112 457843.80 3777038.90 0.02186
2384 457853.80 3777038.90 0.02260 457863.80 3777038.90 0.02335
2385 457873.80 3777038.90 0.02410 457883.80 3777038.90 0.02489
2386 457893.80 3777038.90 0.02571 457903.80 3777038.90 0.02651
2387 457913.80 3777038.90 0.02733 457923.80 3777038.90 0.02818
2388 457933.80 3777038.90 0.02905 457943.80 3777038.90 0.02990
2389 457953.80 3777038.90 0.03077 457963.80 3777038.90 0.03160
2390 457973.80 3777038.90 0.03236 457983.80 3777038.90 0.03305
2391 457993.80 3777038.90 0.03361 458003.80 3777038.90 0.03402
2392 458013.80 3777038.90 0.03425 458023.80 3777038.90 0.03431
2393 458033.80 3777038.90 0.03414 458043.80 3777038.90 0.03375
2394 458053.80 3777038.90 0.03315 458063.80 3777038.90 0.03229
2395 458073.80 3777038.90 0.03123 458083.80 3777038.90 0.02999
2396 458093.80 3777038.90 0.02858 458103.80 3777038.90 0.02708
2397 458113.80 3777038.90 0.02555 458123.80 3777038.90 0.02397
2398 458133.80 3777038.90 0.02239 458143.80 329 3777038.90 0.02087
2399 458153.80 3777038.90 0.01941 458163.80 3777038.90 0.01803
2400 457753.80 3777048.90 0.01542 457763.80 3777048.90 0.01622
2401 457773.80 3777048.90 0.01702 457783.80 3777048.90 0.01784
2402 457793.80 3777048.90 0.01865 457803.80 3777048.90 0.01946
2403 457813.80 3777048.90 0.02025 457823.80 3777048.90 0.02105
2404 457833.80 3777048.90 0.02185 457843.80 3777048.90 0.02265
2405 457853.80 3777048.90 0.02344 457863.80 3777048.90 0.02424
2406 457873.80 3777048.90 0.02506 457883.80 3777048.90 0.02589
2407 457893.80 3777048.90 0.02674 457903.80 3777048.90 0.02762
2408 457913.80 3777048.90 0.02852 457923.80 3777048.90 0.02945
2409 457933.80 3777048.90 0.03040 457943.80 3777048.90 0.03138
2410 457953.80 3777048.90 0.03237 457963.80 3777048.90 0.03332
2411 457973.80 3777048.90 0.03427 457983.80 3777048.90 0.03514
2412 457993.80 3777048.90 0.03586 458003.80 3777048.90 0.03643
2413 458013.80 3777048.90 0.03683 458023.80 3777048.90 0.03699
2414 458033.80 3777048.90 0.03692 458043.80 3777048.90 0.03656
2415 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2416 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2417
PAGE 18
2418 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2419
2420 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2421 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2422
2423 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2424
2425 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2426
2427 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2428 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2429 458053.80 3777048.90 0.03591 458063.80 3777048.90 0.03502
2430 458073.80 3777048.90 0.03393 458083.80 3777048.90 0.03261
2431 458093.80 3777048.90 0.03107 458103.80 3777048.90 0.02940
2432 458113.80 3777048.90 0.02767 458123.80 3777048.90 0.02589
2433 458133.80 3777048.90 0.02412 458143.80 3777048.90 0.02240
2434 458153.80 3777048.90 0.02077 458163.80 330 3777048.90 0.01925
2435 457753.80 3777058.90 0.01571 457763.80 3777058.90 0.01657
2436 457773.80 3777058.90 0.01743 457783.80 3777058.90 0.01831
2437 457793.80 3777058.90 0.01920 457803.80 3777058.90 0.02008
2438 457813.80 3777058.90 0.02093 457823.80 3777058.90 0.02179
2439 457833.80 3777058.90 0.02263 457843.80 3777058.90 0.02347
2440 457853.80 3777058.90 0.02431 457863.80 3777058.90 0.02515
2441 457873.80 3777058.90 0.02602 457883.80 3777058.90 0.02691
2442 457893.80 3777058.90 0.02784 457903.80 3777058.90 0.02882
2443 457913.80 3777058.90 0.02979 457923.80 3777058.90 0.03082
2444 457933.80 3777058.90 0.03189 457943.80 3777058.90 0.03298
2445 457953.80 3777058.90 0.03410 457963.80 3777058.90 0.03522
2446 457973.80 3777058.90 0.03633 457983.80 3777058.90 0.03736
2447 457993.80 3777058.90 0.03826 458003.80 3777058.90 0.03901
2448 458013.80 3777058.90 0.03957 458023.80 3777058.90 0.03989
2449 458033.80 3777058.90 0.03994 458043.80 3777058.90 0.03970
2450 458053.80 3777058.90 0.03909 458063.80 3777058.90 0.03818
2451 458073.80 3777058.90 0.03700 458083.80 3777058.90 0.03555
2452 458093.80 3777058.90 0.03385 458103.80 3777058.90 0.03200
2453 458113.80 3777058.90 0.03009 458123.80 3777058.90 0.02811
2454 458133.80 3777058.90 0.02610 458143.80 3777058.90 0.02417
2455 458153.80 3777058.90 0.02232 458163.80 3777058.90 0.02059
2456 457753.80 3777068.90 0.01599 457763.80 3777068.90 0.01692
2457 457773.80 3777068.90 0.01788 457783.80 3777068.90 0.01883
2458 457793.80 3777068.90 0.01977 457803.80 3777068.90 0.02072
2459 457813.80 3777068.90 0.02164 457823.80 3777068.90 0.02255
2460 457833.80 3777068.90 0.02345 457843.80 3777068.90 0.02436
2461 457853.80 3777068.90 0.02527 457863.80 3777068.90 0.02617
2462 457873.80 3777068.90 0.02709 457883.80 3777068.90 0.02802
2463 457893.80 3777068.90 0.02901 457903.80 3777068.90 0.03004
2464 457913.80 3777068.90 0.03111 457923.80 3777068.90 0.03221
2465 457933.80 3777068.90 0.03338 457943.80 3777068.90 0.03462
2466 457953.80 3777068.90 0.03590 457963.80 3777068.90 0.03718
2467 457973.80 3777068.90 0.03850 457983.80 331 3777068.90 0.03978
2468 457993.80 3777068.90 0.04091 458003.80 3777068.90 0.04189
2469 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2470 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2471
PAGE 19
2472 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2473
2474 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2475 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2476
2477 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2478
2479 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2480
2481 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2482 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2483 458013.80 3777068.90 0.04267 458023.80 3777068.90 0.04318
2484 458033.80 3777068.90 0.04338 458043.80 3777068.90 0.04320
2485 458053.80 3777068.90 0.04263 458063.80 3777068.90 0.04173
2486 458073.80 3777068.90 0.04052 458083.80 3777068.90 0.03897
2487 458093.80 3777068.90 0.03711 458103.80 3777068.90 0.03506
2488 458113.80 3777068.90 0.03287 458123.80 3777068.90 0.03061
2489 458133.80 3777068.90 0.02832 458143.80 3777068.90 0.02611
2490 458153.80 3777068.90 0.02404 458163.80 3777068.90 0.02211
2491 457753.80 3777078.90 0.01630 457763.80 3777078.90 0.01729
2492 457773.80 3777078.90 0.01831 457783.80 3777078.90 0.01934
2493 457793.80 3777078.90 0.02037 457803.80 3777078.90 0.02141
2494 457813.80 3777078.90 0.02242 457823.80 3777078.90 0.02340
2495 457833.80 3777078.90 0.02436 457843.80 3777078.90 0.02531
2496 457853.80 3777078.90 0.02627 457863.80 3777078.90 0.02722
2497 457873.80 3777078.90 0.02818 457883.80 3777078.90 0.02918
2498 457893.80 3777078.90 0.03023 457903.80 3777078.90 0.03134
2499 457913.80 3777078.90 0.03252 457923.80 3777078.90 0.03372
2500 457933.80 3777078.90 0.03501 457943.80 3777078.90 0.03639
2501 457953.80 3777078.90 0.03782 457963.80 3777078.90 0.03931
2502 457973.80 3777078.90 0.04085 457983.80 3777078.90 0.04234
2503 457993.80 3777078.90 0.04374 458003.80 332 3777078.90 0.04499
2504 458013.80 3777078.90 0.04603 458023.80 3777078.90 0.04678
2505 458033.80 3777078.90 0.04719 458043.80 3777078.90 0.04721
2506 458053.80 3777078.90 0.04675 458063.80 3777078.90 0.04590
2507 458073.80 3777078.90 0.04459 458083.80 3777078.90 0.04287
2508 458093.80 3777078.90 0.04081 458103.80 3777078.90 0.03852
2509 458113.80 3777078.90 0.03609 458123.80 3777078.90 0.03354
2510 458133.80 3777078.90 0.03093 458143.80 3777078.90 0.02840
2511 458153.80 3777078.90 0.02600 458163.80 3777078.90 0.02379
2512 457753.80 3777088.90 0.01657 457763.80 3777088.90 0.01766
2513 457773.80 3777088.90 0.01878 457783.80 3777088.90 0.01992
2514 457793.80 3777088.90 0.02105 457803.80 3777088.90 0.02216
2515 457813.80 3777088.90 0.02325 457823.80 3777088.90 0.02430
2516 457833.80 3777088.90 0.02532 457843.80 3777088.90 0.02633
2517 457853.80 3777088.90 0.02737 457863.80 3777088.90 0.02841
2518 457873.80 3777088.90 0.02942 457883.80 3777088.90 0.03047
2519 457893.80 3777088.90 0.03157 457903.80 3777088.90 0.03273
2520 457913.80 3777088.90 0.03397 457923.80 3777088.90 0.03527
2521 457933.80 3777088.90 0.03666 457943.80 3777088.90 0.03818
2522 457953.80 3777088.90 0.03981 457963.80 3777088.90 0.04150
2523 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2524 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2525
PAGE 20
2526 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2527
2528 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2529 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2530
2531 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2532
2533 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2534
2535 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2536 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2537 457973.80 3777088.90 0.04330 457983.80 3777088.90 0.04513
2538 457993.80 3777088.90 0.04687 458003.80 3777088.90 0.04849
2539 458013.80 3777088.90 0.04984 458023.80 333 3777088.90 0.05091
2540 458033.80 3777088.90 0.05158 458043.80 3777088.90 0.05173
2541 458053.80 3777088.90 0.05141 458063.80 3777088.90 0.05056
2542 458073.80 3777088.90 0.04924 458083.80 3777088.90 0.04746
2543 458093.80 3777088.90 0.04521 458103.80 3777088.90 0.04267
2544 458113.80 3777088.90 0.03987 458123.80 3777088.90 0.03690
2545 458133.80 3777088.90 0.03389 458143.80 3777088.90 0.03098
2546 458153.80 3777088.90 0.02823 458163.80 3777088.90 0.02570
2547 457753.80 3777098.90 0.01685 457763.80 3777098.90 0.01804
2548 457773.80 3777098.90 0.01927 457783.80 3777098.90 0.02051
2549 457793.80 3777098.90 0.02174 457803.80 3777098.90 0.02296
2550 457813.80 3777098.90 0.02417 457823.80 3777098.90 0.02534
2551 457833.80 3777098.90 0.02644 457843.80 3777098.90 0.02752
2552 457853.80 3777098.90 0.02859 457863.80 3777098.90 0.02966
2553 457873.80 3777098.90 0.03072 457883.80 3777098.90 0.03182
2554 457893.80 3777098.90 0.03298 457903.80 3777098.90 0.03420
2555 457913.80 3777098.90 0.03553 457923.80 3777098.90 0.03696
2556 457933.80 3777098.90 0.03847 457943.80 3777098.90 0.04013
2557 457953.80 3777098.90 0.04193 457963.80 3777098.90 0.04390
2558 457973.80 3777098.90 0.04595 457983.80 3777098.90 0.04805
2559 457993.80 3777098.90 0.05015 458003.80 3777098.90 0.05218
2560 458013.80 3777098.90 0.05398 458023.80 3777098.90 0.05547
2561 458033.80 3777098.90 0.05653 458043.80 3777098.90 0.05697
2562 458053.80 3777098.90 0.05684 458063.80 3777098.90 0.05609
2563 458073.80 3777098.90 0.05473 458083.80 3777098.90 0.05277
2564 458093.80 3777098.90 0.05027 458103.80 3777098.90 0.04739
2565 458113.80 3777098.90 0.04426 458123.80 3777098.90 0.04091
2566 458133.80 3777098.90 0.03744 458143.80 3777098.90 0.03406
2567 458153.80 3777098.90 0.03086 458163.80 3777098.90 0.02792
2568 457753.80 3777108.90 0.01710 457763.80 3777108.90 0.01839
2569 457773.80 3777108.90 0.01977 457783.80 3777108.90 0.02116
2570 457793.80 3777108.90 0.02254 457803.80 3777108.90 0.02389
2571 457813.80 3777108.90 0.02520 457823.80 3777108.90 0.02646
2572 457833.80 3777108.90 0.02765 457843.80 334 3777108.90 0.02879
2573 457853.80 3777108.90 0.02992 457863.80 3777108.90 0.03104
2574 457873.80 3777108.90 0.03219 457883.80 3777108.90 0.03338
2575 457893.80 3777108.90 0.03457 457903.80 3777108.90 0.03585
2576 457913.80 3777108.90 0.03722 457923.80 3777108.90 0.03871
2577 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2578 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2579
PAGE 21
2580 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2581
2582 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2583 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2584
2585 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2586
2587 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2588
2589 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2590 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2591 457933.80 3777108.90 0.04032 457943.80 3777108.90 0.04208
2592 457953.80 3777108.90 0.04407 457963.80 3777108.90 0.04631
2593 457973.80 3777108.90 0.04873 457983.80 3777108.90 0.05121
2594 457993.80 3777108.90 0.05378 458003.80 3777108.90 0.05631
2595 458013.80 3777108.90 0.05865 458023.80 3777108.90 0.06063
2596 458033.80 3777108.90 0.06207 458043.80 3777108.90 0.06286
2597 458053.80 3777108.90 0.06300 458063.80 3777108.90 0.06240
2598 458073.80 3777108.90 0.06110 458083.80 3777108.90 0.05911
2599 458093.80 3777108.90 0.05640 458103.80 3777108.90 0.05316
2600 458113.80 3777108.90 0.04951 458123.80 3777108.90 0.04559
2601 458133.80 3777108.90 0.04155 458143.80 3777108.90 0.03759
2602 458153.80 3777108.90 0.03385 458163.80 3777108.90 0.03044
2603 457753.80 3777118.90 0.01735 457763.80 3777118.90 0.01877
2604 457773.80 3777118.90 0.02028 457783.80 3777118.90 0.02183
2605 457793.80 3777118.90 0.02337 457803.80 3777118.90 0.02489
2606 457813.80 3777118.90 0.02636 457823.80 3777118.90 0.02775
2607 457833.80 3777118.90 0.02908 457843.80 3777118.90 0.03031
2608 457853.80 3777118.90 0.03151 457863.80 335 3777118.90 0.03269
2609 457873.80 3777118.90 0.03387 457883.80 3777118.90 0.03506
2610 457893.80 3777118.90 0.03631 457903.80 3777118.90 0.03763
2611 457913.80 3777118.90 0.03905 457923.80 3777118.90 0.04062
2612 457933.80 3777118.90 0.04236 457943.80 3777118.90 0.04425
2613 457953.80 3777118.90 0.04644 457963.80 3777118.90 0.04886
2614 457973.80 3777118.90 0.05154 457983.80 3777118.90 0.05448
2615 457993.80 3777118.90 0.05756 458003.80 3777118.90 0.06071
2616 458013.80 3777118.90 0.06370 458023.80 3777118.90 0.06637
2617 458033.80 3777118.90 0.06850 458043.80 3777118.90 0.06982
2618 458053.80 3777118.90 0.07034 458063.80 3777118.90 0.06997
2619 458073.80 3777118.90 0.06873 458083.80 3777118.90 0.06657
2620 458093.80 3777118.90 0.06358 458103.80 3777118.90 0.05996
2621 458113.80 3777118.90 0.05578 458123.80 3777118.90 0.05125
2622 458133.80 3777118.90 0.04659 458143.80 3777118.90 0.04189
2623 458153.80 3777118.90 0.03745 458163.80 3777118.90 0.03342
2624 457753.80 3777128.90 0.01753 457763.80 3777128.90 0.01910
2625 457773.80 3777128.90 0.02078 457783.80 3777128.90 0.02253
2626 457793.80 3777128.90 0.02431 457803.80 3777128.90 0.02607
2627 457813.80 3777128.90 0.02772 457823.80 3777128.90 0.02926
2628 457833.80 3777128.90 0.03069 457843.80 3777128.90 0.03202
2629 457853.80 3777128.90 0.03326 457863.80 3777128.90 0.03450
2630 457873.80 3777128.90 0.03574 457883.80 3777128.90 0.03701
2631 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2632 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2633
PAGE 22
2634 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2635
2636 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2637 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2638
2639 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2640
2641 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2642
2643 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2644 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 336 - - - - - - - - - - - - - - - - - - - - -
2645 457893.80 3777128.90 0.03836 457903.80 3777128.90 0.03973
2646 457913.80 3777128.90 0.04119 457923.80 3777128.90 0.04279
2647 457933.80 3777128.90 0.04454 457943.80 3777128.90 0.04650
2648 457953.80 3777128.90 0.04879 457963.80 3777128.90 0.05143
2649 457973.80 3777128.90 0.05451 457983.80 3777128.90 0.05798
2650 457993.80 3777128.90 0.06171 458003.80 3777128.90 0.06561
2651 458013.80 3777128.90 0.06943 458023.80 3777128.90 0.07293
2652 458033.80 3777128.90 0.07576 458043.80 3777128.90 0.07772
2653 458053.80 3777128.90 0.07877 458063.80 3777128.90 0.07875
2654 458073.80 3777128.90 0.07771 458083.80 3777128.90 0.07564
2655 458093.80 3777128.90 0.07244 458103.80 3777128.90 0.06839
2656 458113.80 3777128.90 0.06358 458123.80 3777128.90 0.05824
2657 458133.80 3777128.90 0.05259 458143.80 3777128.90 0.04697
2658 458153.80 3777128.90 0.04165 458163.80 3777128.90 0.03688
2659 457753.80 3777138.90 0.01767 457763.80 3777138.90 0.01943
2660 457773.80 3777138.90 0.02133 457783.80 3777138.90 0.02333
2661 457793.80 3777138.90 0.02538 457803.80 3777138.90 0.02737
2662 457813.80 3777138.90 0.02926 457823.80 3777138.90 0.03101
2663 457833.80 3777138.90 0.03261 457843.80 3777138.90 0.03410
2664 457853.80 3777138.90 0.03545 457863.80 3777138.90 0.03674
2665 457873.80 3777138.90 0.03803 457883.80 3777138.90 0.03935
2666 457893.80 3777138.90 0.04066 457903.80 3777138.90 0.04205
2667 457913.80 3777138.90 0.04355 457923.80 3777138.90 0.04519
2668 457933.80 3777138.90 0.04704 457943.80 3777138.90 0.04907
2669 457953.80 3777138.90 0.05145 457963.80 3777138.90 0.05428
2670 457973.80 3777138.90 0.05765 457983.80 3777138.90 0.06155
2671 457993.80 3777138.90 0.06595 458003.80 3777138.90 0.07075
2672 458013.80 3777138.90 0.07561 458023.80 3777138.90 0.08025
2673 458033.80 3777138.90 0.08426 458043.80 3777138.90 0.08717
2674 458053.80 3777138.90 0.08893 458063.80 3777138.90 0.08942
2675 458073.80 3777138.90 0.08860 458083.80 3777138.90 0.08642
2676 458093.80 3777138.90 0.08305 458103.80 3777138.90 0.07855
2677 458113.80 3777138.90 0.07304 458123.80 337 3777138.90 0.06681
2678 458133.80 3777138.90 0.06018 458143.80 3777138.90 0.05333
2679 458153.80 3777138.90 0.04685 457753.80 3777148.90 0.01773
2680 457763.80 3777148.90 0.01965 457773.80 3777148.90 0.02178
2681 457783.80 3777148.90 0.02410 457793.80 3777148.90 0.02650
2682 457803.80 3777148.90 0.02889 457813.80 3777148.90 0.03115
2683 457823.80 3777148.90 0.03314 457833.80 3777148.90 0.03494
2684 457843.80 3777148.90 0.03653 457853.80 3777148.90 0.03796
2685 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2686 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2687
PAGE 23
2688 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2689
2690 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2691 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2692
2693 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2694
2695 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2696
2697 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2698 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2699 457863.80 3777148.90 0.03932 457873.80 3777148.90 0.04065
2700 457883.80 3777148.90 0.04208 457893.80 3777148.90 0.04351
2701 457903.80 3777148.90 0.04491 457913.80 3777148.90 0.04642
2702 457923.80 3777148.90 0.04805 457933.80 3777148.90 0.04985
2703 457943.80 3777148.90 0.05187 457953.80 3777148.90 0.05425
2704 457963.80 3777148.90 0.05719 457973.80 3777148.90 0.06084
2705 457983.80 3777148.90 0.06531 457993.80 3777148.90 0.07052
2706 458003.80 3777148.90 0.07640 458013.80 3777148.90 0.08260
2707 458023.80 3777148.90 0.08863 458033.80 3777148.90 0.09389
2708 458043.80 3777148.90 0.09803 458053.80 3777148.90 0.10068
2709 458063.80 3777148.90 0.10189 458073.80 3777148.90 0.10151
2710 458083.80 3777148.90 0.09966 458093.80 3777148.90 0.09640
2711 458103.80 3777148.90 0.09146 458113.80 3777148.90 0.08517
2712 458123.80 3777148.90 0.07777 458133.80 3777148.90 0.06955
2713 458143.80 3777148.90 0.06108 458153.80 338 3777148.90 0.05309
2714 457753.80 3777158.90 0.01765 457763.80 3777158.90 0.01978
2715 457773.80 3777158.90 0.02222 457783.80 3777158.90 0.02493
2716 457793.80 3777158.90 0.02781 457803.80 3777158.90 0.03070
2717 457813.80 3777158.90 0.03339 457823.80 3777158.90 0.03573
2718 457833.80 3777158.90 0.03774 457843.80 3777158.90 0.03951
2719 457853.80 3777158.90 0.04111 457863.80 3777158.90 0.04263
2720 457873.80 3777158.90 0.04402 457883.80 3777158.90 0.04547
2721 457893.80 3777158.90 0.04691 457903.80 3777158.90 0.04836
2722 457913.80 3777158.90 0.04988 457923.80 3777158.90 0.05150
2723 457933.80 3777158.90 0.05330 457943.80 3777158.90 0.05532
2724 457953.80 3777158.90 0.05760 457963.80 3777158.90 0.06053
2725 457973.80 3777158.90 0.06424 457983.80 3777158.90 0.06901
2726 457993.80 3777158.90 0.07502 458003.80 3777158.90 0.08210
2727 458013.80 3777158.90 0.08995 458023.80 3777158.90 0.09786
2728 458033.80 3777158.90 0.10519 458043.80 3777158.90 0.11121
2729 458053.80 3777158.90 0.11531 458063.80 3777158.90 0.11756
2730 458073.80 3777158.90 0.11786 458083.80 3777158.90 0.11635
2731 458093.80 3777158.90 0.11273 458103.80 3777158.90 0.10742
2732 458113.80 3777158.90 0.10033 458123.80 3777158.90 0.09173
2733 458133.80 3777158.90 0.08191 457753.80 3777168.90 0.01747
2734 457763.80 3777168.90 0.01975 457773.80 3777168.90 0.02247
2735 457783.80 3777168.90 0.02563 457793.80 3777168.90 0.02916
2736 457803.80 3777168.90 0.03277 457813.80 3777168.90 0.03616
2737 457823.80 3777168.90 0.03909 457833.80 3777168.90 0.04141
2738 457843.80 3777168.90 0.04343 457853.80 3777168.90 0.04515
2739 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2740 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2741
PAGE 24
2742 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2743
2744 *** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
2745 INCLUDING SOURCE(S): E5FG71XG , E5FG71XH , 2746
2747 *** DISCRETE CARTESIAN RECEPTOR POINTS *** 2748 339
2749 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2750
2751 X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
2752 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2753 457863.80 3777168.90 0.04668 457873.80 3777168.90 0.04817
2754 457883.80 3777168.90 0.04964 457893.80 3777168.90 0.05125
2755 457903.80 3777168.90 0.05290 457913.80 3777168.90 0.05446
2756 457923.80 3777168.90 0.05608 457933.80 3777168.90 0.05780
2757 457943.80 3777168.90 0.05960 457953.80 3777168.90 0.06161
2758 457963.80 3777168.90 0.06422 457973.80 3777168.90 0.06776
2759 457983.80 3777168.90 0.07281 457993.80 3777168.90 0.07970
2760 458003.80 3777168.90 0.08827 458013.80 3777168.90 0.09824
2761 458023.80 3777168.90 0.10872 458033.80 3777168.90 0.11865
2762 458043.80 3777168.90 0.12681 458053.80 3777168.90 0.13275
2763 458063.80 3777168.90 0.13644 458073.80 3777168.90 0.13786
2764 458083.80 3777168.90 0.13709 458093.80 3777168.90 0.13376
2765 457753.80 3777178.90 0.01706 457763.80 3777178.90 0.01946
2766 457773.80 3777178.90 0.02246 457783.80 3777178.90 0.02618
2767 457793.80 3777178.90 0.03059 457803.80 3777178.90 0.03526
2768 457813.80 3777178.90 0.03963 457823.80 3777178.90 0.04324
2769 457833.80 3777178.90 0.04599 457843.80 3777178.90 0.04820
2770 457853.80 3777178.90 0.05015 457863.80 3777178.90 0.05195
2771 457873.80 3777178.90 0.05375 457883.80 3777178.90 0.05536
2772 457893.80 3777178.90 0.05696 457903.80 3777178.90 0.05860
2773 457913.80 3777178.90 0.06028 457923.80 3777178.90 0.06198
2774 457933.80 3777178.90 0.06371 457943.80 3777178.90 0.06547
2775 457953.80 3777178.90 0.06715 457963.80 3777178.90 0.06918
2776 457973.80 3777178.90 0.07211 457983.80 3777178.90 0.07687
2777 457993.80 3777178.90 0.08415 458003.80 3777178.90 0.09415
2778 458013.80 3777178.90 0.10662 458023.80 3777178.90 0.12057
2779 458033.80 3777178.90 0.13429 458043.80 3777178.90 0.14604
2780 458053.80 3777178.90

0.15445
2781 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 340 2782 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2783
PAGE 25
2784 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2785
2786 *** THE SUMMARY OF MAXIMUM PERIOD ( 43848 HRS) RESULTS ***
2787
2788
2789 ** CONC OF EXHAUST IN MICROGRAMS/M**3 **
2790
2791

NETWORK
2792 GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV,

ZHILL, ZFLAG) OF TYPE GRID-ID
2793 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2794
2795 ALL 1ST HIGHEST VALUE IS 0.15445 AT ( 458053.80, 3777178.90, 456.58, 1732.50, 0.00) DC
2796 2ND HIGHEST VALUE IS 0.14604 AT ( 458043.80, 3777178.90, 456.55, 1732.50, 0.00) DC
2797 3RD HIGHEST VALUE IS 0.13786 AT ( 458073.80, 3777168.90, 456.46, 1732.50, 0.00) DC
2798 4TH HIGHEST VALUE IS 0.13709 AT ( 458083.80, 3777168.90, 456.55, 1732.50, 0.00) DC
2799 5TH HIGHEST VALUE IS 0.13644 AT ( 458063.80, 3777168.90, 456.38, 1732.50, 0.00) DC
2800 6TH HIGHEST VALUE IS 0.13429 AT ( 458033.80, 3777178.90, 456.46, 1732.50, 0.00) DC
2801 7TH HIGHEST VALUE IS 0.13376 AT ( 458093.80, 3777168.90, 456.58, 1732.50, 0.00) DC
2802 8TH HIGHEST VALUE IS 0.13275 AT ( 458053.80, 3777168.90, 456.31, 1732.50, 0.00) DC
2803 9TH HIGHEST VALUE IS 0.12681 AT ( 458043.80, 3777168.90, 456.27, 1732.50, 0.00) DC
2804 10TH HIGHEST VALUE IS 0.12057 AT ( 458023.80, 3777178.90, 456.38, 1732.50, 0.00) DC
2805
2806
2807 *** RECEPTOR TYPES: GC = GRIDCART
2808 GP = GRIDPOLR
2809 DC = DISCCART
2810 DP = DISCPOLR
2811 FF *** AERMOD - VERSION 22112 *** *** Fontana Square Emisions *** 01/11/23 2812 *** AERMET - VERSION 16216 ***
*** *** 18:41:23
2813
PAGE 26
2814 *** MODELOPTs: RegDFAULT CONC ELEV NODRYDPLT NOWETDPLT RURAL ADJ_U* 2815
2816 *** Message Summary : AERMOD Model Execution *** 2817
2818 --------- Summary of Total Messages --------
2819
2820 A Total of 0 Fatal Error Message(s)
2821 A Total of 8 Warning Message(s)
2822 A Total of 838 Informational Message(s) 2823
2824 A Total of 43848 Hours Were Processed
2825 341
2826 A Total of 40 Calm Hours Identified
2827
2828 A Total of 798 Missing Hours Identified ( 1.82 Percent) 2829
2830
2831 ******** FATAL ERROR MESSAGES ********
2832 *** NONE ***
2833
2834
2835 ******** WARNING MESSAGES ********
2836 ME W186 1589 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50
2837 ME W187 1589 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET
2838 OU W565 1593 PERPLT: Possible Conflict With Dynamically Allocated FUNIT

PLOTFILE
2839 MX W438 8800 METQA: Convective Velocity Data Out-of-Range. KURDAT = 12010216
2840 MX W438 11536 METQA: Convective Velocity Data Out-of-Range. KURDAT = 12042516
2841 MX W420 16779 METQA: Wind Speed Out-of-Range. KURDAT = 12113003
2842 MX W450 26305 CHKDAT: Record Out of Sequence in Meteorological File at:
15010101
2843 MX W450 26305 CHKDAT: Record Out of Sequence in Meteorological File at: 1 year gap
2844
2845 ************************************
2846 *** AERMOD Finishes Successfully ***
2847 ************************************
2848
2849
342

ATTACHMENT B
343

WI #23-002.02

16 January 2023

Kevin T. Carmichael, Esq.

Adams Broadwell Joseph & Cardozo
520 Capitol Mall, Suite 350
Sacramento, California 95814

Subject: Fontana Square Project
Fontana, California
Review and Comment on IS/MND Noise Analysis

Dear Mr. Carmichael,

As requested, we have reviewed the information and noise impact analys is in the following documents:

Fontana Square Project, Initial Study/Mitigated Negative Declaration (“IS/MND”) Kimley-Horn and Associates, Inc., MC No. 20-083
December 2022

Acoustical Assessment, Fontana Square Project (“Acoustical Assessment”) Kimley-Horn and Associates, Inc.

December 2021

Memorandum: Fontana Square Project – Noise Consistency Analysis (“Noise Memo”) Kimley-Horn and Associates, Inc.

August 23, 2022

This letter reports our comments on the noise analysis in the subject documents. The Noise Memo states that recent changes to the project, including expanding the Banquet Hall, “would not result in impacts beyond those identified in the Original IS/MND ”. [Noise Memo at p. 3] The Acoustical Assessment is the basis for the Noise analysis presented in the IS/MND.

Wilson Ihrig, Acoustical Consultants, has practiced exclusively in the field of acoustics since 1966.

During our 5 7 years of operation, we have prepared hundreds of noise studies for Environmental Impact Reports and Statements. We have one of the largest technic al laboratories in the acoustical consulting industry. We also utilize industry -standard acoustical programs such as Roadway Construction Noise Model (RCNM), SoundPLAN, and CADNA. In short, we are well qualified to prepare environmental noise studies and review studies prepared by others. 344
Fontana Square Project, Fontana, Calif.

Review of IS/MND Noise Analysis

2 Adverse Effects of Noise1
Although the health effects of noise are not taken as seriously in the United States as they are in other countries, they are real and, in many parts of the country, pervasive.

Noise-Induced Hearing Loss. If a person is repeatedly exposed to loud noises, he or she may experience noise-induced hearing impairment or loss. In the United States, both the Occupational Health and Safety Administration (OSHA) and the National Institute for Occupati onal Safety and Health (NIOSH) promote standards and regulations to protect the hearing of people exposed to high levels of industrial noise.

Speech Interference. Another common problem associated with noise is speech interference. In addition to the obvious issues that may arise from misunderstandings, speech interference also leads to problems with concentration fatigue, irritation, decreased working capacity, and automatic stress reactions. For complete speech intelligibility, the sound level of the speech should be 15 to 18 dBA higher than the background noise. Typical indoor speech levels are 45 to 50 dBA at 1 meter, so any noise above 30 dBA begins to interfere with speech intelligibility. The common reaction to higher background noise levels is to raise one’s voice. If this is required persistently for long periods of time, stress reactions and irritation will likely result.

Sleep Disturbance. Noise can disturb sleep by making it more difficult to fall asleep, by waking someone after they are asleep, or by altering their sleep stage, e.g., reducing the amount of rapid eye movement (REM) sleep. Noise exposure for people who are sleeping has also been linked to increased blood pressure, increased heart rate, increase in body movements, and other physiological effects. Not surprisingly, people whose sleep is disturbed by noise often experience secondary effects such as increased fatigue, depressed mood, and decreased work performance.

Cardiovascular and Physiological Effects. Human’s bodily reac tions to noise are rooted in the “fight or flight” response that evolved when many noises signaled imminent danger. These include increased blood pressure, elevated heart rate, and vasoconstriction. Prolonged exposure to acute noises can result in permanent effects such as hypertension and heart disease.

Impaired Cognitive Performance. Studies have established that noise exposure impairs people’s abilities to perform complex tasks (tasks that require attention to detail or analytical processes) and it makes reading, paying attention, solving problems, and memorizing more difficult. This is why there are standards for classroom background noise levels and why offices and libraries are designed to provide quiet work environments.

1 More information on these and other adverse effects of noise may be found in Guidelines for Community Noise, eds B Berglund, T Lindvall, and D Schwela, World Health Organization, Geneva, Switzerland, 1999. (https://www.who.int/docstore/peh/noise/Comnoise-1.pdf) 345
Fontana Square Project, Fontana, Calif.

Review of IS/MND Noise Analysis

3 Comments on Construction Noise Analysis
IS/MND Failed to Identify All Noise-Sensitive Receptors The IS/MND states,
Sensitive land uses near the Project include single -family residential homes, approximately 105 feet to the south on the opposite side of S. Highland Avenue, single -family residential homes approximately 270 feet to the west on Highland Avenue, and a school, A.B. Miller High School, located approximately 1,600 feet to the southeast of the Project. [IS/MND at p. 151]

While that is all correct, there is also a residence above the Sunrise Market at 15911 Highland Avenue that the IS/MND and Acoustical Assessment failed to identify:

Figure 1 Residence at 15911 Highland Avenue
Ref: https://www.loopnet.com/Listing/15911-Highland-Ave-Fontana-CA/17451352/

346
Fontana Square Project, Fontana, Calif.

Review of IS/MND Noise Analysis

4 Figure 2 Proximity of 15911 Highland to Banquet Hall

Had this noise -sensitive residence been analyzed in the same manner as the other residences, it would have been found to be significantly impacted by construction noise. The analysis follows.

Construction Noise Analysis for 15911 Highland Avenue
Regarding the IS/MND construction noise analysis, the document states:

FHWA’s Roadway Construction Noise Model (RCNM) was used to estimate construction noise at nearby sensitive receptors. For modeling purposes, construction equipment has been distributed evenly between the center of the construction site and the nearest receptor. To be conservative, the loudest and most used equipme nt was placed nearest the sensitive receptor. [IS/MND at p. 154]

The details of the IS/MND construction noise calculations are provided in Appendix B of the Acoustical Assessment. For our analysis, we first replicated the calculations in the IS/MND. We then made computations for construction of the Banquet Hall which is, in effect, one of four separate

Banquet Hall
15911
Highland
39 ft
103 ft
347
Fontana Square Project, Fontana, Calif.

Review of IS/MND Noise Analysis

5 projects that composes the large development. We used the distances shown in Figure 2 for these calculations: 39 ft from the near side of the Banquet H all to the apartment, and 103 ft from the centerline of the Banquet Hall to the apartment. We then distributed the equipment equally between these two distances with the loudest equipment closest to the apartment, again, following the methodology of the IS/MND. Having done that, we prepared a table similar to IS/MND Table 22 for the residence at 15911 Highland, presented below as Table 1.

Table 1: Project Construction Noise Levels at 15911 Highland Avenue Construction Phase
Modeled Exterior
Construction Noise Level
(dBA Leq)
Noise Threshold
(dBA Leq) Exceed Threshold?
Demolition 85.3 80 Yes
Site Preparation 82.5 80 Yes
Grading 84.9 80 Yes
Building Construction/
Paving/Architectural Coating 84.4 80 Yes
Note: Equipment distributed evenly between the center of the construction site and the nearest sensitive receptor.

Source: Federal Highway Administration, Roadway Construction Noise Model, 2006.

As can be seen in Table 1 herein, had the IS/MND noise analysis accounted for the residence at 15911 Highland Avenue, it would have revealed that construction noise will exceed the FTA’s threshold of 80 dBA (8-hour Leq) for residential uses, the standard adopted in the IS/MND:
. . . this analysis conservatively uses the FTA’s threshold of 80 dBA (8-hour Leq) for residential uses and 85 dBA (8 -hour Leq) for non -residential uses to evaluate construction noise impacts. [IS/MND at p. 156]

The details of our calculations are appended to this letter

Conclusion
The IS/MND noise analysis for the Fontana Square Project did not include all noise -sensitive receptors. It missed an apartment at 15911 Highland Avenue that shares a common property line with the project site. Using the construction noise methodology and threshold of significance established in the IS/MND and its associated Acoustical Assessment document, we have shown that construction noise will cause a significant noise impact at this residence.

⧫ ⧫ ⧫ ⧫ ⧫

348
Fontana Square Project, Fontana, Calif.

Review of IS/MND Noise Analysis

6 Please contact me if you have any question about this review of the noise analysis in the Fontana Square Project IS/MND noise analysis.

Very truly yours,

WILSON IHRIG

Derek L. Watry
Principal

2023-01-16 - fontana square - comments on is-mnd - noise.docx

349
Fontana Square Project, Fontana, Calif.

Review of IS/MND Noise Analysis

7 FHWA Roadway Construction Noise Model Calculations

Demolition
Equipment Lmax Util% No. Distance Lmax Leq
Concrete Saw 89.6 20% 1 39 ft 91.8 84.8 Dozer 81.7 40% 1 71 ft 78.7 74.7
Excavator 80.7 40% 1 103 ft 74.4 70.4 Total 91.8 85.3
Site Prep
Equipment Lmax Util% No. Distance Lmax Leq
Tractor 84.0 40% 1 39 ft 86.2 82.2
Dozer 81.7 40% 1 103 ft 75.4 71.4
Total 86.2 82.5
Grading
Equipment Lmax Util% No. Distance Lmax Leq
Grader 85.0 40% 1 39 ft 87.2 83.2
Tractor 84.0 40% 1 60 ft 82.4 78.4
Dozer 81.7 40% 1 82 ft 77.4 73.5
Excavator 80.7 40% 1 103 ft 74.4 70.4 Total 87.2 84.9
Bldg/Paving/Painting
Equipment Lmax Util% No. Distance Lmax Leq
Tractor 84.0 40% 1 39 ft 86.2 82.2
Generator 81.0 50% 1 50 ft 81.1 78.0
Paver 77.0 50% 1 60 ft 75.4 72.4
Compressor (air) 78.0 40% 1 71 ft 75.0 71.0 Crane 81.0 16% 1 82 ft 76.7 68.8
Roller 80.0 20% 1 92 ft 74.7 67.7
Welder / Torch 73.0 40% 1 103 ft 66.7 62.7 Total 86.2 84.4
RCNM Ref Values @ 50 ft Noise Level @ Receptor
RCNM Ref Values @ 50 ft Noise Level @ Receptor
RCNM Ref Values @ 50 ft Noise Level @ Receptor
RCNM Ref Values @ 50 ft Noise Level @ Receptor
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Wilson Ihrig Resume – Derek Watry – Page 1
DEREK L. WATRY
Principal

Since joining Wilson Ihrig in 1992, Derek has gained experienced in many areas of practice including environmental, construction, forensic, architectural, and industrial. For all of these, he has conducted extensive field measurements, established acceptability criteria, and calculated future noise and vibration levels. In the many of these areas, he has prepared CEQA and NEPA noise technical studies and EIR/EIS sections. Derek has a thorough understanding of the technical, public relations, and political aspects of environmental noise and vibration compliance work. He has helped resolve complex community noise issues, and he has also served as an expert witness in numerous legal matters.

Education
• M.S. Mechanical Engineering, University of California, Berkeley • B.S. Mechanical Engineering, University of California, San Diego • M.B.A. Saint Mary’s College of California

Project Experience
12th Street Reconstruction, Oakland, CA
Responsible for construction noise control plan from pile driving after City received complaints from nearby neighbors. Attendance required at community meetings.

525 Golden Gate Avenue Demolition, San Francisco, CA
Noise and vibration monitoring and consultation during demolition of a multi-story office building next to Federal, State, and Municipal Court buildings for the SFDPW.

911 Emergency Communications Center, San Francisco, CA
Technical assistance on issues relating to the demolition and construction work including vibration monitoring, developing specification and reviewing/recommending appropriate methods and equipment for demolition of Old Emergency Center for the SFDPW.

Central Contra Costa Sanitary District, Grayson Creek Sewer, Pleasant Hill, CA Evaluation of vibration levels due to construction of new sewer line in hard soil.

City of Atascadero, Review of Walmart EIR Noise Analysis, Atascadero, CA Review and Critique of EIR Noise Analysis for the Del Rio Road Commercial Area Specific Plan.

City of Fremont, Ongoing Environmental Services On-Call Contract, Fremont, CA Work tasks primarily focus on noise insulation and vibration control design compliance for new residential projects and peer review other consultant’s projects.

City of Fremont, Patterson Ranch EIR, Fremont, CA
Conducted noise and vibration portion of the EIR.

City of King City, Silva Ranch Annexation EIR, King City, CA Conducted the noise portion of the EIR and assessed the suitability of the project areas for the intended development. Work included a reconnaissance of existing noise sources and receptors in and around the project areas, and long-term noise measurements at key locations. 351

Wilson Ihrig Resume – Derek Watry – Page 2
Conoco Phillips Community Study and Expert Witness, Rodeo, CA Investigated low frequency noise from exhaust stacks and provided expert witness services representing Conoco Phillips. Evaluated effectiveness of noise controls implemented by the refinery.

Golden Gate Park Concourse Underground Garage, San Francisco, CA Noise and vibration testing during underground garage construction to monitor for residences and an old sandstone statue during pile driving for the City of San Francisco.

Laguna Honda Hospital, Clarendon Hall Demolition, San Francisco, CA Project manager for performed vibration monitoring during demolition of an older wing of the Laguna Honda Hospital.

Loch Lomond Marina EIR, San Rafael, CA
Examined traffic noise impacts on existing residences for the City of San Rafael. Provided the project with acoustical analyses and reports to satisfy the requirements of Title 24.

Mare Island Dredge and Material Disposal, Vallejo, CA
EIR/EIS analysis of noise from planned dredged material off-loading operations for the City of Vallejo.

Napa Creek Vibration Monitoring Review, CA
Initially brought in to peer review construction vibration services provided by another firm, but eventually was tapped for its expertise to develop a vibration monitoring plan for construction activities near historic buildings and long-term construction vibration monitoring.

San Francisco DPW, Environmental Services On-Call, CA
Noise and vibration monitoring for such tasks as: Northshore Main Improvement project, and design noise mitigation for SOMA West Skate Park.

San Francisco PUC, Islais Creek Clean Water Program, San Francisco, CA Community noise and vibration monitoring during construction, including several stages of pile driving. Coordination of noise and ground vibration measurements during pile driving and other construction activity to determine compliance with noise ordinance. Coordination with Department of Public Works to provide a vibration seminar for inspectors and interaction with Construction Management team and nearby businesses to resolve noise and vibration issues.

San Francisco PUC, Richmond Transport Tunnel Clean Water Program, San Francisco, CA Environmental compliance monitoring of vibration during soft tunnel mining and boring, cut-and- cover trenching for sewer lines, hard rock tunnel blasting and site remediation. Work involved long-term monitoring of general construction activity, special investigations of groundborne vibration from pumps and bus generated ground vibration, and interaction with the public (homeowners).

Santa Clara VTA, Capitol Expressway Light Rail (CELR) Bus Rapid Transit (BRT) Update EIS, CA Reviewed previous BRT analysis and provide memo to support EIS.

352

Wilson Ihrig Resume – Derek Watry – Page 3
Shell Oil Refinery, Martinez, CA
Identified source of community noise complaints from tonal noise due to refinery equipment and operations. Developed noise control recommendations. Conducted round-the-clock noise measurements at nearby residence and near to the property line of the refinery and correlated results. Conducted an exhaustive noise survey of the noisier pieces of equipment throughout the refinery to identify and characterize the dominant noise sources that were located anywhere from a quarter to three-quarters of a mile away. Provided a list of actions to mitigate noise from the noisiest pieces of refinery equipment. Assisted the refinery in the selection of long-term noise monitoring equipment to be situated on the refinery grounds so that a record of the current noise environment will be documented, and future noise complaints can be addressed more efficiently.

Tyco Electronics Corporation, Annual Noise Compliance Study, Menlo Park, CA Conducted annual noise compliance monitoring. Provided letter critiquing the regulatory requirements and recommending improvements.

University of California, San Francisco Mission Bay Campus Vibration Study, CA Conducted measurements and analysis of ground vibration across site due to heavy traffic on Third Street. Analysis included assessment of pavement surface condition and propensity of local soil structure.
353

ATTACHMENT C
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12-hour In-N-Out barricade ends when police dog finds burglary suspect... https://www.p asadenastarnews.com/2018/12/10/burglary-suspect-barrica... 1 of 4 9/10/2019, 7:28 AM
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12-hour In-N-Out barricade ends when police dog finds burglary suspect... https://www.p asadenastarnews.com/2018/12/10/burglary-suspect-barrica... 2 of 4 9/10/2019, 7:28 AM
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Man slain after dispute in Lodi In-N-Out Burger lot - News - recordnet.c... https://www.recordnet.com/news/20180819/man-slain-a fter-dispute-in-lo... 1 of 2 9/10/2019, 7:19 AM
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Man slain after dispute in Lodi In-N-Out Burger lot - News - recordnet.c... https://www.recordnet.com/news/20180819/man-slain-a fter-dispute-in-lo... 2 of 2 9/10/2019, 7:19 AM
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Man killed following dispute in Lodi In-N-Out Burger parking lot, police... https://www.sacbee.co m/news/local/crime/article216983830.html 2 of 4 9/10/2019, 7:00 AM
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https://mv-voice.com/news/print/2017/10/20/city-sees-spike-in-auto-burglaries Uploaded: Fri, Oct 20, 2017, 11:42 am
City sees spike in auto burglaries
Thieves target theaters, commercial areas and one burger joint, in particular by Kevin Forestieri
Nearly one in four auto burglaries reported in Mountain View this year occurred in a small, triangle-shaped In-N-Out Burger parking lot off of North Rengstorff Avenue, according to data from the Mountain View Police Department.

The lot with roughly 70 parking spaces just south of Highway 101 has taken the unenviable title of most burglarized area of the city for years, but reported thefts outside the fast-food restaurant have skyrocketed in 2017. Of the 446 reported car burglaries in Mountain View so far this year, 101 occurred in the In-N-Out parking lot. Police say the close proximity to the highway gives thieves easy access in and out of the parking lot, making it easy to hit multiple vehicles and flee within seconds.

Reported auto burglaries in Mountain View are already up 25 percent this year compared to 2016, and it's only mid-October. Police received 446 reports of car burglaries, according to the crime-tracking website CrimeReports, up from 342 in 2016. There's also a three-year trend showing that thefts from vehicles are occurring in increasingly concentrated pockets of the city rather than widely interspersed throughout Mountain View.

In 2015, there were 475 reported car burglaries in Mountain View -- comparable to this year -- but only 26 thefts at the In-N-Out Burger parking lot. During a precipitous drop in property crime in 2016, thefts in the parking lot bucked the trend and actually doubled.

Other bustling areas in the city fell victim to a similar trend. Reported thefts in the Century Cinema 16 parking lots on North Shoreline Boulevard rose from seven cases in 2015 to 20 cases in 2016, increasing again to 30 cases so far this year. Commercial centers and major thoroughfares including El Camino Real (52), the San Antonio Shopping Center (31) and the downtown area (35) have also been prime targets for car burglaries.

The Mountain View Police Department is actively investigating the city's widespread auto burglary cases, according to police spokeswoman Katie Nelson, and is working with other agencies in the Bay Area to address the problem on a regional level. While Nelson said she couldn't go into detail about the department's Crime Suppression Unit and what they are doing to prevent the thefts, she said there's definitely a concerted effort to address the problem.
"Our department is working around the clock literally to address this, which includes enforcement and serious investigative legwork," she said.

Nelson said that the problem is not exclusive to Mountain View, and that other neighboring cities are dealing with a similar increase in car break-ins. As of Tuesday, CrimeReports shows that Palo Alto's auto burglaries were up to 668 cases so far in 2017, compared to 518 in 2016, with a huge portion occurring within the city's downtown corridor.

Mountain View's auto burglaries tend to come in clusters and can shift wildly from month to month, ranging from just 14 cases in May to 74 in August and 64 in March. Following a lengthy investigation into the In-N-Out parking lot thefts in March, detectives arrested two men suspected of burglarizing vehicles, City sees spike in auto burglaries | News | Mountain View Online | https://mv-voice.com/news/print/2017/10/20/city-sees-spike-i n-auto-burg... 1 of 2 9/10/2019, 7:18 AM
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which led to a violent confrontation. One of the suspects got into his vehicle and slammed into an occupied police car in an attempt to escape the parking lot, which left one officer with serious injuries, Nelson said.

Police are advising that residents lock car doors and windows, park in well-lit areas and never leave their car running in order to prevent auto burglaries as well as vehicle thefts. Drivers should also avoid leaving valuable belongings in the car including electronic devices, purses, wallets or credit cards, especially within view.
"The most tried-and-true method still holds: Don't leave anything in your vehicle," Nelson said. "It is much easier to ensure your personal belongings are safe by taking them with you than leaving them behind because you'll be gone for 'just a few minutes.'"
Police are also hosting an informational event on residential and auto burglaries on Nov. 7, including tips on what attracts burglars as well as ways to prevent burglaries. It is the first in a series of educational events hosted by the Mountain View Police Department, and is open to the public. The event will be held at 7 p.m. in the police department's auditorium, located at 1000 Villa Street in Mountain View.

City sees spike in auto burglaries | News | Mountain View Online | https://mv-voice.com/news/print/2017/10/20/city-sees-spike-i n-auto-burg... 2 of 2 9/10/2019, 7:18 AM
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A suspect who was heard on video making racist and homophobic comments and using a homophobic slur to two AsianA suspect who was heard on video making racist and homophobic comments and using a homophobic slur to two Asian customers at In-N-Out has been arrested, ofcials said Monday.customers at In-N-Out has been arrested, ofcials said Monday.

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San Ramon Police Department said it arrested a 40-year-old Denver man Monday after a viral San Ramon Police Department said it arrested a 40-year-old Denver man Monday after a viral TikTok videoTikTok video lmed Saturday lmed Saturday appeared to depict the suspect verbally harassing Bay Area locals Arine Kim and Elliot Ha, who were recording themselvesappeared to depict the suspect verbally harassing Bay Area locals Arine Kim and Elliot Ha, who were recording themselves eating at the fast food restaurant.eating at the fast food restaurant. “Are you guys lming yourselves eating?” a man is heard asking the friends in the video, which had nearly 14 million views as of“Are you guys lming yourselves eating?” a man is heard asking the friends in the video, which had nearly 14 million views as of Tuesday afternoon. “You’re weird homosexuals.”Tuesday afternoon. “You’re weird homosexuals.” The recording is focused on Kim and Ha for its entirety, minus a short clip when the camera turns to a man pouring himself aThe recording is focused on Kim and Ha for its entirety, minus a short clip when the camera turns to a man pouring himself a drink at the soda machine. After that shot, the man’s comments toward Kim and Ha become even more hostile and laterdrink at the soda machine. After that shot, the man’s comments toward Kim and Ha become even more hostile and later threatening. threatening.

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“Are you Japanese or Korean?” the man asks in the video. “I’m Korean,” Ha replies. “Yeah, that’s what I thought. You’re Kim Jong“Are you Japanese or Korean?” the man asks in the video. “I’m Korean,” Ha replies. “Yeah, that’s what I thought. You’re Kim Jong Un’s boyfriend, huh?” the man can be heard saying. “Normally, I could spit in your face, that’s some Filipino s—t.” Un’s boyfriend, huh?” the man can be heard saying. “Normally, I could spit in your face, that’s some Filipino s—t.”

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Travel Travel | | The tiny Bay Area town modern life forgot: Canyon, CaliforniaThe tiny Bay Area town modern life forgot: Canyon, California TahoeTahoe | | The wondrous story of Tahoe's most eccentric tycoonThe wondrous story of Tahoe's most eccentric tycoon LocalLocal | | The story behind that odd pantry in the wall in old SF homesThe story behind that odd pantry in the wall in old SF homes HistoryHistory | | Remembering the ugliest thing San Francisco ever builtRemembering the ugliest thing San Francisco ever built The man is then heard using a homophobic slur. Kim told The man is then heard using a homophobic slur. Kim told KNTVKNTV that she grew apprehensive when the man said to meet him that she grew apprehensive when the man said to meet him outside and reportedly tried to intimidate them with a prolonged stare. Kim added that she and Ha sat inside the In-N-Outoutside and reportedly tried to intimidate them with a prolonged stare. Kim added that she and Ha sat inside the In-N-Out restaurant until closing time and asked the staff if someone could walk them to their car for safety.restaurant until closing time and asked the staff if someone could walk them to their car for safety. "We happened to handle the situation relatively well, but had it been anyone else, had someone actually wanted to ght, had"We happened to handle the situation relatively well, but had it been anyone else, had someone actually wanted to ght, had someone been older than me or weaker than me or whatever it might be, it is really heartbreaking," Kim told KNTV. "I think thatsomeone been older than me or weaker than me or whatever it might be, it is really heartbreaking," Kim told KNTV. "I think that reality really sunk in for me, especially just kind of watching it back on the video." reality really sunk in for me, especially just kind of watching it back on the video." Price Drop AlertTemu
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San Ramon Police Department launched a criminal investigation following the Saturday incident. On Twitter, San Ramon policeSan Ramon Police Department launched a criminal investigation following the Saturday incident. On Twitter, San Ramon police Chief Denton Carlson asked the public to help identify the suspect who was Chief Denton Carlson asked the public to help identify the suspect who was photographedphotographed after a different person reportedly after a different person reportedly witnessed “similar behavior” from the individual.witnessed “similar behavior” from the individual.

On Monday, the suspect was found and arrested on suspicion of two counts of committing a hate crime, San Ramon Police saidOn Monday, the suspect was found and arrested on suspicion of two counts of committing a hate crime, San Ramon Police said in a in a press releasepress release..

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VICINITY MAP
DATE: March 28, 2023

CASE: Appeal No. 23-001

CITY OF FONTANA PLANNING DEPARTMENT

CIT
Project Site

NORTH N
South Highland Ave
210 Freeway
Citrus Ave
371

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Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
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INTERSTATE FREEWAY 210
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25%50%25%

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2"
4'-0"
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FLAT POLISHED
EDGES
2' HIGH CMU WALL
2'-0"
2"3'-6"
6'-0"
3'-4"
3" SQ. POST

TUBULAR STEEL GATE

W/ SELF CLOSING

HINGES, ONE WAY
1/2" TEMPERED GLASS FENCE
1/2" TEMPERED GLASS PANEL
2"
10" STEEL KICK PLATE

DOOR HARDWARE

CARD READER

ATTACHMENT

STANCHION

ALUMINUM POST AND

FRAME, POWDER

COATED FINISH
11/11/2022
HS
MG
A1.0.1
4 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
375
133'-338"
29'-4"
34'-338"
30'-0"
38'-0"
4 2
4 42
5 5
4 4
4 4
1 AIR

CURTAIN
55 5
5 5
5 4
4 4
4 1
5 5
5 5
5 5
5 55
2 2
4 4
2222
4 3
2 2
2 2
3 3
3 1
2 2
2 2
2 2
2 4
4 4
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1G1
G1 G1
G1
G1
G22G22
G23 G20
G21
G22G22
G19
G16
G15
G14
G17
G18
G10
G11
G4a
G9
G23
G3
G4a G3
G3
G12
G13
G1
G8
G7
G6
G5
G1
G5
G7
C1 C1
C2
C2
C2
C3
C2
D1
D2
D2
7'-4"
133'-338"
210'-938"
60'-1"
15'-718"39'-014"20'-278"15'-2"9'-358"
2'-3"
18'-5"5'-1158"
31'-1034"28'-8"12'-1078"22'-1178"4'-11"49'-378"
60'-1"31'-1034"28'-8"12'-1078"22'-1178"4'-11"49'-378"
210'-938"
7'-4"15'-718"39'-014"20'-278"15'-2"9'-358"
2'-3"
18'-5"5'-1158"

FIRST FLOOR PLAN (BANQUET)
11/11/2022
JSC
MG
A1.1.0
5 REMARKS CEILING WALLS
PAINTED GYPBD. @ 8'-0"
HEIGHT
5/8" TYPE 'X' GYP. BD.
42" H. CT/ PNTD GYP.

SUSP. ACC. TILE
BY COOLER MFGR.

FLOOR BASE

VINYL TILE

CERAMIC COVE

VINYL SHEET

QUARRY TILE
FINISH
6" VINYL

CERAMIC TILE
N/A
PNTD. GYPSUM BOARD LOCATION

CASHIER

BACK OF HOUSE

RESTROOM

WALK-IN-COOLER

CUSTOMER AREA

BEER CAVE
OFFICE
LATEX PAINTED, 3 COATS
LATEX PAINTED, 3 COATS
ENAMEL PAINTED, 3 COATS W/ TILE WAINSCT. TO 4'-0" A.F.F.

COOLER/FREEZER WALLS AND CLG. BY MFGR.

REFER SHEET FOR INTERIOR FINISHES

REFER SHEET FOR INTERIOR FINISHES
NOTE FOR CONTRACTOR FOR HAZARDOUS MATERIAL:

IF ANY HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING. IF SO, PROVIDE A DESCRIPTION OF THE TYPES OF HAZARDOUS MATERIALS AND THE QUANTITIES THAT WILL BE STORED OR USED. HAZARDOUS MATERIAL TYPES AND QUANTITY LIMITS ARE LISTED IN CBC TABLES 307.1(1) AND 307.1(2).

EXTERIOR WALL NOTE:

FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR

FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO.

SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. WHERE OPENINGS OCCUR IN A FIRE BARRIER, THEY SHALL COMPLY WITH SECTION 707.6.

P.H.-
TE1- INDICATES TACTILE 'EXIT' SIGN (ILLUMINATED)
TE2- INDICATES TACTILE 'EXIT ROUTE' SIGN (ILLUMINATED)
TE4- INDICATES LOW LEVEL TACTILE 'EXIT' SIGN (ILLUMINATED) TE5- INDICATES LOW LEVEL TACTILE 'EXIT ROUTE' SIGN (ILLUMINATED) FS- INDICATES FLOOR SINK. LOCATION PER PLUMBING PLANS.

INDICATES PANIC HARDWARE REQUIRED MOUNT BETWEEN
34 INCHES & 44 INCHES ABOVE THE FINISH FLOOR.

SI - STAIRWAY IDENTIFICATION TACTILE SIGN
TE3- INDICATES TACTILE 'EXIT STAIR DOWN' SIGN.
(INCLUDING LOW LEVEL SIGN) (ILLUMINATED)
FE
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TE6- INDICATES EMERGENCY/FIRE SIGNS. (IN CASE OF FIRE USE STAIRWAY FOR EXIT. DO NOT USE ELEVATOR.)(ILLUMINATED)
NOTE: EXIT SIGNS SHOULD BE ILLUMINATED AT ALL TIMES. FOR

EXTERNALLY ILLUMINATED SIGNS, TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90,MIN. IN CASE OF PRIMARY

POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM A 2ND POWER SOURCE.

RECEIVER JACKS: RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE A 1
8" STANDARD MONO JACK.
receiver HEARING-AID COMPATIBILITY: RECEIVERS REQUIRED TO BE HEARING-AID

COMPATIBLE SHALL INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECKLOOPS.

SOUND PRESSURE LEVEL: ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OF PROVIDING A SOUND PRESSURE LEVEL OF 110 dB MINIMUM AND 118 dB MAXIMUM WITH A DYNAMIC RANGE ON THE VOLUME CONTROL OF 50 dB.

SIGNAL-TO-NOISE RATIO: THE SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING SYSTEMS SHALL BE 18 dB MINIMUM.

PEAK CLIPPING LEVEL: PEAK CLIPPING SHALL NOT EXCEED 18 dB OF CLIPPING RELATIVE TO THE PEAKS OF SPEECH.

NOTE:

MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED
FOR USER PASSAGE SHALL COMPLY AS FOLLOWS:

DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES
MINIMUM.

FIRE BARRIER STC-56 (1 HOUR RATED)

NON-BEARING WALL
FIRE PARTITION STC 50-54 (1 HOUR RATED)

EXTERIOR WALL
INTERIOR WALL 1
2 3
4 5
PORTABLE FIRE EXTINGUISHER (2A 10BC TYPE PER RFC 906).

SHALL BE HUNG ON THE WALL WITH THE BRACKETS PROVIDED SUCH

THAT FIRE EXTINGUISHERS SHALL BE INSTALLED WITH THEIR HIGHEST OPERABLE PARTS ARE NO MORE THAN 48” ABOVE THE GROUND, WITH MINIMUM 4” OF FLOOR CLEARANCE, PER CFC 906.9. (EACH FE SHOULD BE MAX. 75'-0" AWAY FROM EACH OTHER)

MOLMAXIMUM OCCUPANT LOAD SIGN
803.1 GENERAL

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, EXCEPT AS SHOWN IN SECTIONS 803.2 THROUGH 803.13. MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2 SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH SECTION 803.1.1.
803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723. SUCH INTERIOR FINISH MATERIALS

SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDEXES.

CLASS A: = FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450.

CLASS B: = FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450.

CLASS C: = FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX 0-450.

EXCEPTION: MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2.

TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
376
DN
15'-1018"14'-1034"8'-278"16'-1018"8'-278"14'-818"8'-278" 3'-038"
19'-514"16'-6"
133'-338"
9'-878"50'-978"35'-1034"4'-11"49'-378" 60'-1"
8'-6"14'-818"13'-734"9'-6"16'-1018"8'-278"14'-818"8'-278"12'-4" 127'-378"
49'-378" 6'-758" 30'-318"
3'-11"
120'-734"
22'-218"
20'-778"
7'-4"
44 4 4
2 2
444
444
2 2
2 G24
G25
G25
G21
G21
G24
CR1
CR2
CR3
CR1
CR2
CR3
CR1
CR2
CR3
CR1
CR2
CR3
CR1
CR2
CR3
CR1
CR2
CR3

SECOND FLOOR PLAN (BANQUET)
11/11/2022
JSC
MG
A1.1.1
6 EXTERIOR WALL NOTE:

FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR

FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO.

SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. WHERE OPENINGS OCCUR IN A FIRE BARRIER, THEY SHALL COMPLY WITH SECTION 707.6.

INDICATES PANIC HARDWARE REQUIRED MOUNT BETWEEN 34 INCHES & 44 INCHES ABOVE THE FINISH FLOOR.

SI - STAIRWAY IDENTIFICATION TACTILE SIGN
TE3- INDICATES TACTILE 'EXIT STAIR DOWN' SIGN.
(INCLUDING LOW LEVEL SIGN) (ILLUMINATED)
FE
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TE6- INDICATES EMERGENCY/FIRE SIGNS. (IN CASE OF FIRE
USE STAIRWAY FOR EXIT. DO NOT USE ELEVATOR.)(ILLUMINATED) NOTE: EXIT SIGNS SHOULD BE ILLUMINATED AT ALL TIMES. FOR EXTERNALLY

ILLUMINATED SIGNS, TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90,MIN. IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM A 2ND POWER SOURCE.

FIRE BARRIER STC-56 (1 HOUR RATED)

NON-BEARING WALL
FIRE PARTITION STC 50-54 (1 HOUR RATED)
EXTERIOR WALL (1 HOUR RATED)
INTERIOR WALL (1 HOUR RATED)1
2 3
4 5
RECEIVER JACKS: RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE A 1 8" STANDARD MONO JACK.

RECEIVER HEARING-AID COMPATIBILITY: RECEIVERS REQUIRED TO BE HEARING-AID COMPATIBLE SHALL INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECKLOOPS.

SOUND PRESSURE LEVEL: ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OF PROVIDING A SOUND PRESSURE LEVEL OF 110 DB MINIMUM AND 118 DB MAXIMUM WITH A DYNAMIC RANGE ON THE VOLUME CONTROL OF 50 DB.

SIGNAL-TO-NOISE RATIO: THE SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING SYSTEMS SHALL BE 18 DB MINIMUM.

PEAK CLIPPING LEVEL: PEAK CLIPPING SHALL NOT EXCEED 18 DB OF CLIPPING RELATIVE TO THE PEAKS OF SPEECH.

PORTABLE FIRE EXTINGUISHER (2A 10BC TYPE PER RFC 906).

SHALL BE HUNG ON THE WALL WITH THE BRACKETS PROVIDED SUCH THAT FIRE

EXTINGUISHERS SHALL BE INSTALLED WITH THEIR HIGHEST OPERABLE PARTS ARE NO MORE THAN 48” ABOVE THE GROUND, WITH MINIMUM 4” OF FLOOR CLEARANCE, PER CFC 906.9. (EACH FE SHOULD BE MAX. 75'-0" AWAY FROM EACH OTHER) NOTE FOR CONTRACTOR FOR HAZARDOUS MATERIAL:

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR

FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, EXCEPT AS SHOWN IN SECTIONS 803.2 THROUGH 803.13.

MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2 SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH SECTION 803.1.1. 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723. SUCH INTERIOR FINISH MATERIALS

SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDEXES.

CLASS A: = FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450.

CLASS B: = FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450.

CLASS C: = FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX 0-450.

EXCEPTION: MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2.

TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
377
ELEV. 12'-8"
ELEV. 17'-0"
ELEV. 32'-0"
ELEV. 14'-0"
ELEV. 2'-0"
ELEV. 24'-0"
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T''T''T''T'
44'-103 8"
214'-1158"
ELEV. 12'-8"
ELEV. 17'-0"
ELEV. 32'-0"
ELEV. 14'-0"
ELEV. 2'-0"
ELEV. 24'-0"
41'-114"
162'-834"
ELEV. 12'-8"
ELEV. 17'-0"
ELEV. 32'-0"
ELEV. 14'-0"
ELEV. 2'-0"
ELEV. 24'-0"
ELEV. 44'-1"
44'-114"
166'-758"
ELEV. 12'-8"
ELEV. 17'-0"
ELEV. 32'-0"
ELEV. 14'-0"
ELEV. 2'-0"
ELEV. 24'-0"
41'-114"
215'-214"

EXTERIOR ELEVATIONS (BANQUET HALL)
11/11/2022
JSC
MG
A1.2.0
7 ¾"
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
378
24579101112131415161819
A
B
C
D
E
H
I
817 136
J
F
G
K
L
5'-6"27'-6"
1 A2.2.0
3 A2.2.0
4 A2.3.0

FITNESS
CENTER
ELEC.

MECHANICAL
TLT
TLT

KITCHEN
BREAK
ROOM
OPS
NTWK
TLT
BAG.

GM OFFICE
SALES
ADMIN
THE

LAUNDRY
ROOM

WELCOME
TABLE
LOBBY
LIVING
ROOM
TLTTLT
VEST.

CART
FOYER
CORR. E
PBX
BOH

CORRIDOR
CORR. C
CORR. D
BOH VEST.

GREAT
ROOM
CORR. A.1

THE PANTRY
LOBBY

CIRCULATION

LAUNDRY
ICE

STORAGE
C C C
BUFFET
FOYER

KITCHEN
ENTRY

ELEV EQUIP
ROOM
ATM
ELEV. LOBBY
ELEV. 2 ELEV. 1
ELEV. LOBBY
ELEV. 2 ELEV. 1

FRONT PORCH

CANOPY ABOVE
LINEN
CHUTE
TE1
TE4
TE4
TE1
TE4
TE4
TE1
TE1
TE4
TE1
TE4
TE2
TE5
TE1
TE4
TE1TE1
TE4
TE1
TE4
TE1
TE4
TE5
TE2 TE5
TE2
TE5
TE2
TE5
TE2
TE5
TE2
TE5
TE2
TE1
TE4
TE1
TE4
POOL
ACC.

DOUBLE QUEEN
SUITE

DOUBLE QUEEN

DOUBLE QUEEN
SUITE

DOUBLE QUEEN

KING WIDE
STAIR #2
UP
KING
KING
KING
KING
KING

STUDIO KING ASTUDIO KING A

STUDIO QUEEN QUEEN

ADA ONE BEDROOM
KING

STUDIO KING A STUDIO

QUEEN QUEEN

STUDIO KING A ONE BEDROOM

KING STUDIO KING A
17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6" 4'-2"
1'-478"
26'-1"31'-7"54'-034"15'-8"18'-712"22'-9"52'-1178"9'-018"60'-6" 4'-2" 296'-978"
17'-8"17'-514"8'-314"17'-934"5'-6"16'-814"9'-434"
3'-712"
19'-3"
103'-1058"
4'-112"
19'-3"
127'-318"
1'-478"
26'-1"5'-6"26'-1"17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6"6'-4"26'-8" 4'-2"
4'-2"
60'-6" 9'-018" 17'-778" 18'-112" 17'-212" 23'-212" 73'-614" 14'-934" 57'-212" 1'-478"296'-978"
3'-712"
9'-434" 16'-814" 5'-6" 17'-934" 8'-314" 17'-514" 17'-8" 9'-712" 53'40'32'-314"
127'-318"
2 A2.3.0
POOL
EQUIP.

PATIO

ELEV EQUIP
ROOM ELEV. 2 ELEV. 2 ELEV. 1

ELECTRICALFIRE RISER

DOUBLE QUEEN
1'-1178"
26'-1" 5'-6" 26'-1"
1'-478"
9'-712" 1'-1178"
19'-3"
1 A4.0.0
2 A4.0.0
4 A4.0.0
3 A4.0.0
5 A4.0.0
6 A4.0.0
8 A4.0.0
16 A4.1.0
11 A4.1.0
$
6' HIGH WALL
(4' GLASS OVER 2' CMU WALL)
REFER DETAIL #2 ON SHEET A1.0.1.

STAIR #3
TE1
TE4
UP

MEETING
ROOM
ACC.KING WIDE

HOUSE KEEPING
1'-1178"

PORTE COCHERE

FIRST FLOOR PLAN (DUAL BRAND)
SCALE:

FIRST FLOOR PLAN
3/32" = 1'-0" 1

FIRE EXTINGUISHER
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TWO WAY COMMUNICATION (TELEPHONE OUTLET WITH CAT 6)

GUEST ROOMS WITH MOBILITY FEATURES
FE

EYE WASH

1. AT LEAST TWO ACCESSIBLE MEANS OF ENTRY SHALL BE

PROVIDED FOR SWIMMING POOLS COMPLYING PER SECTION
11B-242.2.

2. AT LEAST ONE ACCESSIBLE MEANS OF ENTRY SHALL BE
PROVIDED FOR SPA COMPLYING PER SECTION 11B-242.4.

SWIMMING POOL NOTES:

1. AT FITNESS ROOM, PROVIDE CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR TRANSFER OR FOR

USE BY AN INDIVIDUAL SEATED IN A WHEEL CHAIR AT A

MINIMUM OF ONE OF EACH TYPE OF EXERCISE MACHINE OR
EQUIPMENT PER SECTION 11B-236.1.

FITNESS ROOM NOTES:

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL

ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE

OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE

WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.

SAFETY GLAZING ADJACENT TO DOORS:

LEGEND :

NOTE :

MS - MOP SINK

1. ALL UTILITY BOXES TO BE UNDERGROUND.

GUEST ROOMS WITH COMMUNICATIONS FEATURES
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

THE BACK WALL DESIGN SHALL INCLUDE SIGNS OF BOTH BRANDS (HOLIDAY INN EXPRESS & STAYBRIDGE SUITES.)
RECEPTION BACK WALL:
$
379
24579101112131415161819
A
B
C
D
E
H
I
817 136
J
F
G
K
L

STUDIO KING

CUSTOMISE

STUDIO KING
ADA

STUDIO KING A

ELECTRICALSTORAGE
CORR. B

STUDIO KING A
GUEST

STORAGE

LOW ROOF

STORAGE
VEST.

GUEST

STORAGE
GUEST

STORAGE
ELEV. LOBBY

HOUSEKEEPING
ELEV. 2 ELEV. 1

CANOPY BELOW
RD
M1.1 M1.1

ONE BEDROOM
KING

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A
ACC. ONE

BEDROOM KING
1 A3.2.0
2 A3.2.0
2 A3.2.0
3 A3.2.0 LINEN
CHUTE
IDF
FE FE
RD
KING

ONE BEDROOM
KING

STUDIO KING A
KING
SUITE

STUDIO KING A

STUDIO KING A
KING
KING
KING

DOUBLE QUEEN
SUITE
ACC.

DOUBLE QUEEN

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
KING

STUDIO QUEEN
QUEEN

STUDIO KING A

DOUBLE QUEEN

DOUBLE QUEEN
STAIR #2
UP
DN

ELECTRICAL
ELEV. 2 ELEV. 1

DOUBLE QUEEN
ACC.

KING
SUITE

HOUSEKEEPING

LOW ROOF

KING WIDE
17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6"27'-6" 4'-2"
1'-478"
26'-1"31'-7"23'-212"52'-1178"9'-018"60'-6"
4'-2"
1'-1178"9'-712"17'-8"17'-514"8'-314"5'-6"16'-814"
3'-712"
19'-3"
54'-1178"40'32'-314"
127'-318"
17'-8"17'-514"8'-314"5'-6"9'-434"
3'-712"
62'-434"43'-712"
127'-318"
4'-2"
27'-6" 5'-6" 27'-6" 9'-018" 17'-1058" 17'-8" 17'-514" 23'-212" 17'-514" 17'-8" 17'-8" 17'-8" 17'-514" 26'-1" 5'-6" 26'-1" 1'-478"60'-6" 9'-018" 17'-1034" 17'-8" 17'-514" 23'-212" 69'-514" 4'-1"
14'-934" 58'-738"
296'-978"
19'-3"
19'-3"
13'-9"13'-2"13'-2"12'-11"
53'
17'-934"16'-814"
87'-1012"
17'-934"9'-434"
5'-6" 26'-1" 5'-6" 26'-1"
1'-478"
296'-978"
4'-2"
3 A4.0.0
7 A4.0.0
9 A4.1.0
12 A4.1.0
10 A4.1.0
14 A4.1.0
15 A4.1.0
STAIR #1

STORAGE
9'-712" 1'-1178"
1'-1178"
ICE &
WATER

LOW ROOF

SECOND FLOOR PLAN (DUAL BRAND)
SCALE:

SECOND FLOOR PLAN
3/32" = 1'-0" 1

FIRE EXTINGUISHER
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TWO WAY COMMUNICATION (TELEPHONE OUTLET WITH CAT 6)

GUEST ROOMS WITH MOBILITY FEATURES

EYE WASH

1. AT LEAST TWO ACCESSIBLE MEANS OF ENTRY SHALL BE

PROVIDED FOR SWIMMING POOLS COMPLYING PER SECTION
11B-242.2.

2. AT LEAST ONE ACCESSIBLE MEANS OF ENTRY SHALL BE
PROVIDED FOR SPA COMPLYING PER SECTION 11B-242.4.

SWIMMING POOL NOTES:

1. AT FITNESS ROOM, PROVIDE CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR TRANSFER OR FOR

USE BY AN INDIVIDUAL SEATED IN A WHEEL CHAIR AT A

MINIMUM OF ONE OF EACH TYPE OF EXERCISE MACHINE OR
EQUIPMENT PER SECTION 11B-236.1.

FITNESS ROOM NOTES:

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL

ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE

OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE

WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.

SAFETY GLAZING ADJACENT TO DOORS:

LEGEND :

NOTE :

MS - MOP SINK

1. ALL UTILITY BOXES TO BE UNDERGROUND.

GUEST ROOMS WITH COMMUNICATIONS FEATURES
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
380
24579101112131415161819
A
B
C
D
E
H
I
817 136
J
F
G
K
L

STUDIO KING

CUSTOMISE

STUDIO KING
ADA

STUDIO KING A

ELECTRICALSTORAGE
CORR. B

STUDIO KING A
GUEST

STORAGE STORAGE
VEST.

GUEST

STORAGE
GUEST

STORAGE
ELEV. LOBBY

HOUSEKEEPING
ELEV. 2 ELEV. 1

ONE BEDROOM
KING

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A
1 A2.2.0
2 A2.3.0
3 A2.2.0
4 A2.3.0 LINEN
CHUTE
IDF
TE2
TE5
FE FE
KING

ONE BEDROOM
KING

STUDIO KING A
KING
SUITE

STUDIO KING A

STUDIO KING A
KING
KING
KING

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
KING

STUDIO QUEEN
QUEEN

STUDIO KING A

DOUBLE QUEEN

DOUBLE QUEEN
STAIR #2
UP
DN

ELECTRICAL
ELEV. 2 ELEV. 1

DOUBLE QUEEN

HOUSEKEEPING
ACC. KING

STUDIO KING

CUSTOMISE

STUDIO KING A

HOUSE KEEPING
17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6"27'-6" 4'-2"
1'-478"
26'-1"31'-7"23'-212"52'-1178"9'-018"60'-6"
4'-2"
1'-1178"9'-712"17'-8"17'-514"8'-314"5'-6"16'-814"
3'-712"
19'-3"
54'-1178"40'32'-314"
127'-318"
17'-8"17'-514"8'-314"5'-6"9'-434"
3'-712"
64'-458"43'-712"
127'-318"
4'-2"
27'-6" 5'-6" 27'-6" 9'-018" 17'-1058" 17'-8" 17'-514" 23'-212" 17'-514" 17'-8" 17'-8" 17'-8" 17'-514" 26'-1" 5'-6" 26'-1" 1'-478"60'-6" 9'-018" 17'-1034" 17'-8" 17'-514" 23'-212" 69'-514" 4'-1"
14'-934" 58'-738"
296'-978"
19'-3"
19'-3"
13'-9"13'-2"13'-2"12'-11"
53'
17'-934"16'-814"
87'-1012"
17'-934"9'-434"
5'-6" 26'-1" 5'-6" 26'-1"
1'-478"
296'-978"
4'-2"
13 A4.1.0

DOUBLE QUEEN
SUITE
KING
SUITE
HOUSE KEEPINGSTAIR 1
FE
UP
DN

STORAGE
9'-712"
1'-1178"
ICE &
WATER

THIRD & FOURTH FLOOR PLAN (DUAL BRAND)
SCALE: 1

FIRE EXTINGUISHER
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TWO WAY COMMUNICATION (TELEPHONE OUTLET WITH CAT 6)

GUEST ROOMS WITH MOBILITY FEATURES

EYE WASH

1. AT LEAST TWO ACCESSIBLE MEANS OF ENTRY SHALL BE

PROVIDED FOR SWIMMING POOLS COMPLYING PER SECTION
11B-242.2.

2. AT LEAST ONE ACCESSIBLE MEANS OF ENTRY SHALL BE
PROVIDED FOR SPA COMPLYING PER SECTION 11B-242.4.

SWIMMING POOL NOTES:

1. AT FITNESS ROOM, PROVIDE CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR TRANSFER OR FOR

USE BY AN INDIVIDUAL SEATED IN A WHEEL CHAIR AT A

MINIMUM OF ONE OF EACH TYPE OF EXERCISE MACHINE OR
EQUIPMENT PER SECTION 11B-236.1.

FITNESS ROOM NOTES:

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL

ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE

OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE

WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.

SAFETY GLAZING ADJACENT TO DOORS:

LEGEND :

NOTE :

MS - MOP SINK

1. ALL UTILITY BOXES TO BE UNDERGROUND.

GUEST ROOMS WITH COMMUNICATIONS FEATURES
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

THIRD & FOURTH FLOOR PLAN (DUAL BRAND)
3/32" = 1'-0"
381
24579101112131415161819
A
B
C
D
E
H
I
817 136
J
F
G
K
L

STUDIO KING

CUSTOMISE

STUDIO KING
ADA

STUDIO KING A

ELECTRICALSTORAGE
CORR. B

STUDIO KING A
GUEST

STORAGE STORAGE
VEST.

GUEST

STORAGE
GUEST

STORAGE
ELEV. LOBBY

HOUSEKEEPING
ELEV. 2 ELEV. 1

ONE BEDROOM
KING

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A
1 A2.2.0
2 A2.3.0
3 A2.2.0
4 A2.3.0 LINEN
CHUTE
IDF
FE FE
KING

ONE BEDROOM
KING

STUDIO KING A
KING
SUITE

STUDIO KING A

STUDIO KING A
KING
KING
KING

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
KING

STUDIO QUEEN
QUEEN

STUDIO KING A

DOUBLE QUEEN

DOUBLE QUEEN
STAIR #2
DN
17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6"27'-6" 4'-2"
1'-478"
26'-1"31'-7"23'-212"52'-1178"9'-018"60'-6"
4'-2"
9'-712"17'-8"17'-514"8'-314"5'-6"16'-814"
3'-712"
19'-3"
54'-1178"40'32'-314"
127'-318"
17'-8"17'-514"8'-314"5'-6"9'-434"
3'-712"
64'-458"43'-712" 127'-318"
4'-2"
27'-6" 5'-6" 27'-6" 9'-018" 17'-1058" 17'-8" 17'-514" 23'-212" 17'-514" 17'-8" 17'-8" 17'-8" 17'-514" 26'-1" 5'-6" 26'-1" 1'-478"60'-6" 9'-018" 17'-1034" 17'-8" 17'-514" 23'-212" 69'-514" 4'-1"
14'-934" 58'-738"
296'-978"
19'-3"
19'-3"
13'-9"13'-2"13'-2"12'-11"
53'
17'-934"16'-814"
87'-1012"
17'-934"9'-434"
5'-6"

ELECTRICAL
ELEV. 2 ELEV. 1

DOUBLE QUEEN

HOUSEKEEPING
ACC. KING

STUDIO KING

CUSTOMISE

STUDIO KING A
26'-1" 5'-6" 26'-1"
1'-478"
296'-978"
1'-1178"
4'-2"
KING
SUITE

DOUBLE QUEEN
SUITE
STAIR 1
FE
TE2
TE5Ω
27'-6"

HOUSE KEEPING

STORAGE
DN
9'-712"
1'-1178"
ICE &
WATER

FIFTH FLOOR PLAN (DUAL BRAND)
SCALE:

FIFTH FLOOR PLAN
3/32" = 1'-0" 1

FIRE EXTINGUISHER
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TWO WAY COMMUNICATION (TELEPHONE OUTLET WITH CAT 6)

GUEST ROOMS WITH MOBILITY FEATURES

EYE WASH

1. AT LEAST TWO ACCESSIBLE MEANS OF ENTRY SHALL BE

PROVIDED FOR SWIMMING POOLS COMPLYING PER SECTION
11B-242.2.

2. AT LEAST ONE ACCESSIBLE MEANS OF ENTRY SHALL BE
PROVIDED FOR SPA COMPLYING PER SECTION 11B-242.4.

SWIMMING POOL NOTES:

1. AT FITNESS ROOM, PROVIDE CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR TRANSFER OR FOR

USE BY AN INDIVIDUAL SEATED IN A WHEEL CHAIR AT A

MINIMUM OF ONE OF EACH TYPE OF EXERCISE MACHINE OR
EQUIPMENT PER SECTION 11B-236.1.

FITNESS ROOM NOTES:

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL

ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE

OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE

WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.

SAFETY GLAZING ADJACENT TO DOORS:

LEGEND :

NOTE :

MS - MOP SINK

1. ALL UTILITY BOXES TO BE UNDERGROUND.

GUEST ROOMS WITH COMMUNICATIONS FEATURES
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
382
D EA8.11
D1
A

8.11 B2 B2 B3B3 B1B3B2

5.35 8.1
B2B2B2 CF B3 B3 B3 B2B2B2B2 B2E B1B1B1B1B1B3B3
E
B2 CF
4646
CB1
B2B2
B3B3
C

5.35 A
A

8.11 8.8 8.1
45 5.35
D

8.10 8.11
B3
B3
B2 B2 B1
B1 10.5 D
C
E E
B1
B1
46 1ST FLOOR
2ND FLOOR
4TH FLOOR
5TH FLOOR
ROOF

T/ PARAPET

T/ TOWER
65' - 7"
3RD FLOOR
14'-0"
24'-6"
35'-4"
46'-0"
56'-8"
61'-7"
SCALE: 3/32" = 1'-0"1

EXTERIOR ELEVATION - FRONT
SCALE: 3/32" = 1'-0"3

EXTERIOR ELEVATION - LEFT
11/11/2022
HS
MG
A2.2.0
12 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

KEYNOTES

5.35CANOPY

8.1ALUMINUM STOREFRONT

8.4ALUMINUM WINDOW.

8.7ARCHITECTURAL LOUVER.

8.8MECHANICAL LOUVER.

8.9SLIDING ENTRY DOORS.

8.10VENT FOR WATER HEATER.

8.11LAUNDRY EXHAUST.

10.5SIGNAGE, REFER TO SIGNAGE PACKAGE.

COORDINATE SIZING AND LOCATION
REQUIREMENTS WITH BRAND.
45NO STONE ACCENTS AROUND WINDOWS.
46ROOF MOUNTED MECHANICAL UNITS
49WALL SCONCE
¾””
’
383
D EA8.11
D1
A

8.11 B2 B2 B3B3 B1B3B2

5.35 8.1
B2B2B2 CF B3 B3 B3 B2B2B2B2 B2E B1B1B1B1B1B3B3
E
B2 CF
4646
CB1
B2B2
B3B3
C

5.35 A
A

8.11 8.8 8.1
45 5.35
D

8.10 8.11
B3
B3
B2 B2 B1
B1 10.5 D
C
E E
B1
B1
46 1ST FLOOR
2ND FLOOR
4TH FLOOR
5TH FLOOR
ROOF

T/ PARAPET

T/ TOWER
65' - 7"
3RD FLOOR
14'-0"
24'-6"
35'-4"
46'-0"
56'-8"
61'-7"
SCALE: 3/32" = 1'-0"1

EXTERIOR ELEVATION - FRONT
SCALE: 3/32" = 1'-0"3

EXTERIOR ELEVATION - LEFT
11/11/2022
HS
MG
A2.2.0
12 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

KEYNOTES

5.35CANOPY

8.1ALUMINUM STOREFRONT

8.4ALUMINUM WINDOW.

8.7ARCHITECTURAL LOUVER.

8.8MECHANICAL LOUVER.

8.9SLIDING ENTRY DOORS.

8.10VENT FOR WATER HEATER.

8.11LAUNDRY EXHAUST.

10.5SIGNAGE, REFER TO SIGNAGE PACKAGE.

COORDINATE SIZING AND LOCATION
REQUIREMENTS WITH BRAND.
45NO STONE ACCENTS AROUND WINDOWS.
46ROOF MOUNTED MECHANICAL UNITS
49WALL SCONCE
¾””
’
384
7'-9
14"18'-8
78"
7'-10
58"7'-0"7'-0"13'-3
14"27'-9"
5'-6
12"4'-6
34"7'-0"45'-9
34"
62'-11"
3'-8"
24'-7
78"
3'-8"3'-8"
25'-0
78"
3'-8"
22'-5
18"29'-9
14"6'-5
58"20'-9
34"
24'-5" 25'-5
34" 24'-3
14" 5'-3
58"
3'-8" 15'-0
18" 3'-8
14" 4'-5
14" 3'-8
14" 13'-2
12" 3'-8
14" 6'-3
14" 3'-8
14" 19'-11
38" 3'-8"
79'-5
34"
35'-11
78"16'-11
58"
3'-8"37'-10"
3'-8"3'-8"
28'-5
58"3'-8"
79'-5
34"
35'-4"13'-7
34"10'-0"
3'-11
18"
3'-8"
25'-2
78"
3'-8"3'-8"
24'-7
58"
3'-8"
62'-11"
FLOOR PLAN (RESTAURANT 3)
SCALE:- 3/16" = 1'-0"
FLOOR PLAN - (RESTAURANT 3)
11/11/2022
HS
MG
A4.1.0
14 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
1 385
ELEV. 0'-0"
ELEV. 32'-10"
ELEV. 8'-0"
B B
G
G
G
A
BBBB
I
DC 2
A
33'-1"
80'-1112"
G
ELEV. 0'-0"
ELEV. 32'-10"
ELEV. 8'-0"
I
A
G
I
1 B
G
A
I
B
32'-10"
80'-1112"
ELEV. 8'-0"
ELEV. 0'-0"
ELEV. 25'-7"
ELEV. 32'-10"
BBBB
I
D
C
2 G G
A A
64'-5"
32'-10"
ELEV. 8'-0"
ELEV. 0'-0"
ELEV. 25'-7"
ELEV. 32'-10"
BBBB
AA
GG
I
DC2
64'-5"
33'-1"
LEGENDS:(STUCCO COLORS BY SHERWIN WILLIAMS)
ASTUCCO: (DB), COLOR: VIRTUAL TAUPE SW7039

BSTONE CLADDING, LEDGESTONE SOUTHWEST BLEND

CSHT-MTL-WH
DSTUCCO: (WH), ALABASTER SW7008
GSTUCCO: (LS), COLOR: ACCESSIBLE BEIGE SW7036
IASPHALT SHINGLE TIMBERLINE 30,GAF

MATERIALS CORP-BARKWOOD
EXTERIOR ELEVATIONS (RESTAURANT 3)
11/11/2022
HS
MG
A4.2.0
15 LEFT ELEVATION (RESTAURANT 3)
SCALE:- 1/8" = 1'-0"
RIGHT ELEVATION (RESTAURANT 3)
SCALE:- 1/8" = 1'-0"
FRONT ELEVATION (RESTAURANT 3)
SCALE:- 1/8" = 1'-0"
REAR ELEVATION (RESTAURANT 3)
SCALE:- 1/8" = 1'-0"

ABBREVATIONS
HM :- HOLLOW METAL
DR :- DOOR
FR :- FRAME
12 3 4
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
386
3D VIEW- DUAL BRAND
11/11/2022
HS
MG
A6.0.0
16 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
387
3D VIEW- DUAL BRAND
11/11/2022
HS
MG
A6.1.0
17 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
388
3D VIEW- BANQUET HALL
12/13/2022
HS
MG
A6.2.0
18 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
389
3D VIEW- RESTAURANT-3
12/13/2022
HS
MG
A6.3.0
19 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
390

AERIAL VIEW
12/13/2022
HS
MG
A6.4.0
20 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
391
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
29673
5046
392

COLORED FIRST FLOOR PLAN (BANQUET)
11/11/2022
JSC
MG
A1.1.0A
2 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
393

COLORED SECOND FLOOR PLAN (BANQUET)
11/11/2022
JSC
MG
A1.1.1A
3 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
394

COLORED EXTERIOR ELEVATIONS (BANQUET)
11/11/2022
JSC
MG
A1.2.0A
4 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
FRONT ELEVATION(SOUTH) 1
REAR ELEVATION(NORTH)2
395

COLORED EXTERIOR ELEVATIONS (BANQUET)
11/11/2022
JSC
MG
A1.2.0B
5 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
LEFT ELEVATION(WEST)3
RIGHT ELEVATION(EAST)4
396
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
397
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
398
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
399
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
400
COLORED FLOOR PLAN - (RESTAURANT 3)
11/11/2022
HS
MG
A4.1.0A
10 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
401
COLORED EXTERIOR ELEVATIONS (RESTAURANT 3)
11/11/2022
HS
MG
A4.2.0A
11 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
402
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD
PHONE
NORTH

PROJECT
”
403
PATIO
POOL
FF=1504.50
FF=1506.00
FF=1506.75
FF=1507.40
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD

PROJECT
404
FFE=1504.50

PROPOSED

BANQUET HALL
FFE=1506.00

STAY BRIDGE SUITE/

HOLIDAY INN EXPRESS
184 ROOM 5 STORY
FFE=1506.75
RESTAURANT-3
FFE=1506.00

STAY BRIDGE SUITE/

HOLIDAY INN EXPRESS
184 ROOM 5 STORY
FFE=1504.50
RESTAURANT-3
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD
405
FF=1504.50
FF=1506.00
FF=1506.75
FF=1507.40
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD

PROJECT
406
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD
407
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD
408
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD

PROJECT
(1505)
409
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039
NWC Citrus & So. Hightland Ave.

Fontana, CA.

SHEET INDEX

FONTANA SQUARE
NEW LANDSCAPE CONSTRUCTION PLANS FOR:

SITE MAP
Important Notice - Underground Service Alert
Section 4216/4217 of the Government Code requires a
Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert Identification Number call Underground Service Alert.

TOLL FREE at 1-800-227-2600 two working days before
you dig.

Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional.

SHEET
NO.

SHEET DESCRIPTION
L1.0

TITLE SHEET
L2.0

HARDSCAPE PLAN
L3.0

LANDSCAPE PLAN
L3.1

LANDSCAPE PLAN
L3.2

LANDSCAPE PLAN
L3.3

LANDSCAPE DETAILS
L4.0

IRRIGATION PLAN
L4.1

IRRIGATION PLAN
L4.2

IRRIGATION PLAN
L4.3

IRRIGATION DETAILS
L5.0

LIGHTING PLAN
L5.1

LIGHTING PLAN
L5.2

LIGHTING PLAN
NWC Citrus & So. Hightland Ave.

Fontana, CA.

TITLE SHEET
L 1.0
N

PROJECT

REVISED
1 2
3 4
5 GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES

PROJECTO LOCATION

PROJECT INFORMATION
SCOPE OF WORK:

Installation of Irrigation, Plant Material and
Landscape Lighting
LEGAL ADDRESS:

NWC Citrus & So. Hightland Ave.

Fontana, CA.

PARCEL NUMBER A.P.N.
0228-301-01, 0228-301-02,
0228-301-03, 0228-301-04,
0228-301-05, 0228-301-06,
0228-301-07, 0228-301-08,
0228-301-20, 0228-301-21,
0228-301-22, 0228-301-23,
0228-301-33, 0228-301-34,
0228-301-35, 0228-301-36,
0228-301-37, 0228-301-38,
0228-301-39, 228-301-40,
0228-301-41, 228-301-42,
0228-301-43, 228-301-44,
0228-301-45, 228-301-46,
0228-301-47, 228-301-48,
0228-301-49, 228-301-51
AND 0228-301-52
DESIGNER:

HOURS OF CONSTRUCTION
October 1st through April 30th:

Monday - Friday: 7:00AM to 5:30PM
Saturday: 8:00AM - 5:00PM
Sunday: None
Government Code Holidays: None
No person doing or causing work prohibited by Subsection A of this section, after being informed orally or in writing that the work has caused noise or sounds which disturb any other person's peace and quiet, shall fail, refuse or neglect to take whatever steps or use whatever means are necessary to assure that the work does not again disturb the other person's peace and quiet.

May 1st through September 30th:

Monday - Friday: 6:00AM to 7:00PM
Saturday: 8:00AM - 5:00PM
Sunday: None
Government Code Holidays: None
PROJECT DESCRIPTION:

HOTEL

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
410
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

HARDSCAPE PLAN

REVISED
1 2
3 4
5 L 2.0
S. HIGHLAND AVE

LANDSCAPING

WALKWAYS
00 40'
160'
80'
N
SCALE: 1" = 40'-0"

LANDSCAPING

WALKWAYS

WALKWAYS
JACARANDA AVE.

TOKAY AVE

ILLUMINATED MONUMENT
SIGNAGE (35' HIGH) MIN. APP SQ.FT.

OF SEASONAL COLOR AT

BASE OF SIGN

ILLUMINATED MONUMENT
SIGNAGE (35' HIGH) MIN. APP SQ.FT.

OF SEASONAL COLOR AT

BASE OF SIGN
CHERIMOYA AVE.

IN-N-OUT
GROSS AREA 3,885 SQ.FT.
74 INDOOR SEATS

LOADING
RESTAURANT - 3

GROSS AREA
5,000 SQ.FT.

SEATING AREA
3,750 SQ.FT

PROPOSED PROTERTY LINE

STAYBRIDGE SUITES
184 ROOMS 5 STORY
TOP OF PARAPET 64' - 6"

LANDSCAPING
6' HIGH

CMU WALL

GATES EQUIPPED WITH THE

COUNTY FIRE KNOX BOX

SYSTEM FOR FIRE ACCESS

LANDSCAPING

LANDSCAPING
AREA = 113,497
SQ.FT.

2.60 AC

PROPOSED PROTERTY LINE
6' HIGH

CMU WALL

ALL TRASH ENCLUSURES

SHAL BE REVIEWED BY

BURRTEC

OUTDOOR POOL

PROPOSED

BANQUET HALL

BUILDING FOOTPRINT
28000 SQ.FT.
30'-0" HIGH
AREA = 71918 SQ.FT.

1.65 AC

LANDSCAPING

LANDSCAPING
ROUTE 210

CATAWBA AVE
6' HIGH

CMU WALL

REFER TO PLANS BY
MSL ENGINEERING, INC.
411
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LANDSCAPE PLAN

REVISED
1 2
3 4
5 L3.0
N
L3.1
L3.0
L3.1
L3.0
00 20'
80'
40'
SCALE: 1" = 20'-0"
412
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LANDSCAPE PLAN

REVISED
1 2
3 4
5 L3.1
N
L3.1
L3.0
L3.1
L3.0
00 20'
80'
40'
SCALE: 1" = 20'-0"
L3.2
L3.1
L3.2
L3.1
413
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LANDSCAPE PLAN

REVISED
1 2
3 4
5 L3.2

PLANT LEGEND
TREES
SYM.

NAME
WATER
NEEDS
SIZE
QTY

COMMENTS
PLANT
FACTOR

QUERCUS AGRIFOLIA

COAST LIVE OAK
24" BOX
16 .20

QUERCUS ILEX

HOLLY OAK
4 .20

PLATANUS MEXICANA

MEXICAN SYCAMORE
23 .50
SHRUBS
SYM.

NAME
WATER
NEEDS
SIZE
QTY

COMMENTS
PLANT
FACTOR
Lavandula Spp.

Contractor to select
5 gal
191
.20
Physocarpus Capitatus
Western Nine Bark
5 gal
Satureja Douglasii
Yerba Buena
5 gal
78 Standard
Ceanothus Thyrsiflorus
Wild Lilac
5 gal
53 Salvia Coahuilensis
Coahuila Sage
5 gal
230
N
L3.2
L3.1
L3.2
L3.1
00 20'
80'
40'
SCALE: 1" = 20'-0"
24" BOX
24" BOX

PISTACIA CHINENSIS

STOCKTON CHINESE PISTACHE
15 GAL

RHUS LANCEA

AFRICAN SUMAC
8 .20
15 GAL

PYRUS CALLERUANA

BRADFORD PEAR
8 .50
15 GAL
Standard
Standard
Standard
Standard
Standard
.50
27 Sidalcea Malviflora
Checkerbloom
5 gal
81 .50
Sedum Species
Stonecrop
1 gal
48 Heteromeles Arbutifolia
Toyon (shrub in bio retention)
1 gal
17 Berberis Nevinii
Nevin Mahonia
1 gal
8 .20
29 LOW
LOW
MOD
MOD
LOW
MOD
MOD
LOW
LOW
LOW
LOW
MOD
LOW
LOW
LOW
.20
.20
.20
.20
.20
.20
NOTES
FORNEW PLANTING AREAS PROVIDE 4 CUBIC YARDS OF NITROLIZED WOOD SHAVINGS 20# OF 16-6-8 FERTILIZER PER 1,000 SQ.FT. OF PLANTING AREA. ROTOTILL INTO TOP 6 INCHES.

STAKE EACH TREE WITH 2-2" DIAMETER X 10' TREE STAKES TIED IN TWO (2) PLACES WITH CINCH TIES.

CONTRCTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR (1) YEAR FROM DATE OF OWNER'S ACCEPTANCE.

PROVIDE 3" LAYER OF SHREDDED BARK AS TOP DRESSING FOR ALL PLANTER AREAS.

SIGN STANDARD TO BE LOCATED 12" BACK OF CURB WITH A 7FT. VERTICAL CLEARANCE FROM SURFACE OF SIDEWALK.

IN AREAS WHERE SIDEWALK ARE 5FT. OR LESS IN WIDTH, SIGN STANDARDS SHALL BE LOCATED 12" BEHIND SIDEWALK.

SIGN STANDARDS SHALL BE PLACED 150 FT. O.C. FOR LENGHT OF FIRE LANE WITH A MINIMUM OF TWO (2) PER BLOCK.

SIGN SHALL BE R26F (CA). 2 SIDED SIGN.

SIGN BRACKET SHALL BE A "HAWKINS' SET SCREW TYPE L-BRACKET (CAT. # M2G - 2LBS.).

SIGN BRACKET AND SIGN SHALL BE INSTALLED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. "FIRE LANE" SHALL BE STENCILED IN WHITE PAINT 25' INERVALS ALONG FACE OF RED CURB.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. REFER TO LANDSCAPE PLANS

BY MSL ENGINEERING

REFER TO LANDSCAPE PLANS

BY MSL ENGINEERING
414
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LANDSCAPE DETAILS

REVISED
1 2
3 4
5 L3.3

PALM TREE PLANTING NOTES

1. PALMS SHALL BE PLANTED USING ESTABLISHED PLANTING PROCEDURES NOTED ON PLANTING DETAILS.

2. PALM TREE ROOT BALLS SHALL BE TRIMMED OR CUT TO ENSURE RECOVERY FROM TRANSPLANTING SHOCK.

3. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF DELIVERY. PALM TREES DETERMINED UNHEALTHY

OR DAMAGED AT TIME OF DELIVERY OR INTALLATION SHALL BE REJECTED BY CONTRACTOR AND REPLACED BY SUBCONTRACTOR AT HIS EXPENSE.

4. ALL PALMS SHALL BE CLEANED OF ECESSIVE DEAD AND RAGGED FRONDS OR FROND STUBBLE. CUT FRONDS SHOULD BE CUT TO A MAXIMUM LENGHT OF 6".

5. CALLED OUT HEIGHTS OF PALMS SHALL BE THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS.

6. PALM TREES TO BE PROPERLY WATERED IN A SOIL PROPERLY TAMPED AROUND THE ROOT BALL WHEN PLANTING.

DO NOT LEAVE ANY VOIDS OF SOIL AROUND ROOT BALLS.

7. PALM TREES SHALL BE PLANTED VERTICALLY, UNLESS NOTED ON THE PLAN.

8. TRUNKS SHOULD BE ROUGHT WITH FRONDS BASES STILL SECURELY ATTACHED.

9. TRUNKS MAY NOT BE TOTALLY SKINNED UNLESS NOTED ON PLAN.

10. TRUNK BASES MAY BE SKINNED TO A MAXIMUM HEIGHT OF 3'-4" (TALLER PALM 6'-0").

11. SKINNED AREAS ABOVE THE 6'-0" MARK WILL BE ACCEPTED, AT THE DIRECTION OF THE LANDSCAPE DESIGNER.

12. CARE SHOULD BE EXERCISED IN THE CABLING DURING TRANSPORT AND PLANTING SO AS NOT TO DAMAGE BARK.

13. SEVERE CRACKING OR HOLED IN THE BASAL TRUNK AREA WILL BOT BE ACCEPTABLE.

14. ONE INITIAL WATERING WILL BE PERFORMED BY SUBCONTRACTOR. BASIN WILL BE LEFT ON EACH PALM SO SUBSEQUENT WATERING CAN BE PERFORMED BY OTHERS. BASIN TO BE REMOVED DURING FINISH GRADING.

15. SUBCONTRACTOR TO UNTIE FROND TOPS (60) DAYS AFTER PLANTING.

16. PALM TREES SHALL BE PLANTED A MINIMUM OF 18" AWAY FROM BUILDING EAVES.

17. IT IS RECOMMENDED THAT ANY PALM TREE PLANTED WITHIN 5'-0" OF ANY WALKWAY, WALL, OR STRUCTURE BE PLANTED WITH DEEP ROOT BARRIER TO A DEPTH OF 2'-0" MINIMUM.

18. WASHINGTONIA ROBUSTA TRUNKS ARE TO HAVE A MINIMUM DIAMETER OF 14" MEASURED 4'-0" HIGH.

19. NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO PLANTING.

PLANTING NOTES

1. BEFORE ANY PLANTS ARE PLANTED, ALL PLANTING AREAS MUST BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE PER THE DRADING NOTES.

2. WHERE CIRCUMSTANCES PERMIT, TREES TO BE PLANTED NO CLOSER THAN 18" TO AN EDGE OF HARDSCAPE.

3. REMOVE ALL STAKES FROM VINES.

4. PLANTING MATERIAL THAT IS ACCILMATED TO THE COACHELLA VALLEY MUST BE USED WHENEVER POSSIBLE.

5. WHEN TYING VINES OR ESPALIERS, WIRES SHOULD BE SPACED AS FOLLOWS:
1ST (2) AT 1'-6" APART FROM FINISHED GRADE, THE NEXT (3) AT 1'-0" APART TO MAKE THE TOOP WIRE AT 6'-0" ABOVE FINISHED GRADE. WIRES SHOULD BE A MINIMUM OF 8'-0" LONG CENTERE ON PLANTS. WHEN VINE OR SPALIERS ARE CLOSER THAN 10'-0" APART, USE A CONTINUOUS WIRE BETWEEN BOTH PLANTS..

6. PLANT MATERIAL LISTED ON LEGEND MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRATOR TO CONTACT THE DEVELOPER FOR STATUS OF AGRUCULTURAL COMISSIONER'S APPROVAL OR DENIAL. PLANT MATIERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DETROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE RED SCALE (AONIDIELLA AURANTII).

7. NO SHRUBS ARE TO BE PLANTED WITHIN 18" OF HARDSCAPE, MEASURED FROM CENTER OF SHRUB.

DEEP ROOT BARRIER APPLICATION

1. PREPARE THE INITIAL PLANTING HOLE AS ILLUSTRATED ON PLANTING NOTES. IT'S BASED UPON THE COMBINATION OF DESIRE BARRIER DIAMETER AND DEPTH. CONSIDER IF DRAINAGE DEVICES OR AMENDMENTS ARE NEEDED TO CORRECT ANY ADVERSE SOIL OR PLANTING CONDTIONS IN THE BACKFILL AREA.

2. ASSEMBLE THE APPROPRATE NUMBER OF DEEP ROOT UNIVERSAL BARRIER PANELS. THE VERTICAL ROOT DEFLECTING RIBS ON THE PANEL MUST FACE INWARD, TOWARD THE ROOT BALL. THIS IS VERY IMPORTANT, OTHERWISE THE ROOTS WILL BECOME GIRDLED BY TRAVELING AROUND THE SMOOTH WALLED SURFACE.

3. NEXT PLACE THE BARRIER IN THE CENTER OF THE PLANTING HOLE, KEEPING IN MIND THAT THE DOUBLE TOP EDGE OF THE BARRIER SHULD BE POSITIONED APPROXIMATELY 1/2" ABOVE GRADE. THIS HELPS RETARD POTENTIAL ROOT OVERGROWTH WHICH CAN LEAD TO UPROOTED HARDSCAPES.

4. BACKFILL AND COMPACT WITH SOIL INSIDE THE BARRIER TO THE LEVEL WHERE THE BOTTOM OF THE ROOT BALL APPROXIMATELY 1" ABOVE GRADE.

5. REMOVE THE TREE FROM ITS CONTAINER, OR CUT AWAY THE TOP PORTION OF BURLAP AND POSITION IN THE CENTER OF THE BARRIER. COMPLETE THE BACKFILL OF THE SOIL. DISTRIBUTE EVENLY TO MAINTAIN THE SHAPE OF THE BARRIER AND COMPACT THE BACKFILL EVERY 4"-6". ROOTS WILL DIE QUICKLY IF LEFT EXPOSED TOT HE ELEMENTS SO KEEP EXPOSURE OF THE ROOTS TO A MINIMUM.

6. IF STOKING OF GUYING IS REQURED, IT IS RECOMMENDED OF USING THE SOFT, SAFE AND ECONOMICAL ALTERNATIVE TO TRADITIONAL WIRE AND HOSE, ARBORTIE(SEE WWW.DEEPROOT.COM FOR DETAILS)

7. IF THE TREE(S) WILL BE SUBJECT TO MAINTENANCE WORK SUCH AS LAWN MOWING OR WEED TRIMMING IT IS RECOMMENDED TO INSTALL THE ARBORGARD+ TREE TRUNK PROTECTOR WHICH IS PLACED AROUND

THE BASE OF YOUNG TREES TO PROTECT THEM FROM DAMAGE BY WEED TRIMMERS, LAWN MOWERS AND SMALL RODENTS.

8. WATER AND FOLLOW TREE MAINTENANCE PRACTICES.

9. TREES DO REQUIRE CARE AND NURTURING AFTER PLANTING. CONSULT WITH YOUR LOCAL SUPPLIER FOR PROPER CARE PROCEDURES FOR THE SPECIES YOU ARE PLANTING. THE PLANTING INSTRUCTION NOTED ABOVE ARE BY NO MEANS A COMPREHENSIVE GUIDE. RATHER THEY ARE GENERAL GUIDELINES TO PLANTING WITH DEEPROOT BARRIERS AND A SURVEY OF CURRENT PLANTING METHODS.

CONDITIONS WILL VARY HOWVER AND IT IS RECOMMENDED THAT AN ARBORIST BE CONSULTED BEFORE PLANTING. ADDITIONAL INFORMATION IS AVAILABLE AT WWW.DEEPROOT.COM 415
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

IRRIGATION PLAN

REVISED
1 2
3 4
5 L4.0
L4.1
L4.0
L4.1
L4.0
1A
15 1"
2A
15 1"
3A
15 1"
4A
15 1"
5A
15 1"
6A
15 1"
416
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

IRRIGATION PLAN

REVISED
1 2
3 4
5 L4.1
L4.1
L4.1
L4.1
L4.0
L4.1
L4.0
L4.2
L4.2
7A
15 1"
8A
15 1"
9A
15 1"
10A
15 1"
11A
15 1"
33A
15 1"
34A
15 1"
35A
15 1"
36A
15 1"
37A
15 1"
38A
15 1"
39A
15 1"
40A
15 1"
41A
15 1"
42A
15 1"

IRRIGATION METER/PEDESTAL

MONUMENT/SIGNAGE METER

20.3'
A
ISM
A
417
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039
Important Notice - Underground Service Alert
Section 4216/4217 of the Government Code
requires a Dig Alert Identification Number be issued
before a "Permit to Excavate" will be valid. For your
Dig Alert Identification Number call Underground
Service Alert.

TOLL FREE at 1-800-227-2600 two working days
before you dig.

STATION & CONTROLLER NO.

VALVE SIZE

FLOW (GPM)
T

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

IRRIGATION PLAN

REVISED
1 2
3 4
5 L4.2

EXISTING IRRIGATION POINT OF CONNECTION -
IRRIGATION POINT CONNECTION FROM WATER METER SOURCE.
(STATIC PRESSURE @65 PSI)
(NEW METER TO BE INSTALLED BY C.V.W.D.)
MAINLINE PIPING-SCHEDULE 40 PVC
(USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS)
INSTALL CL 315 PVC MAINLINE FROM 2" AND LARGER
NON-PRESSURE LATERAL PIPPING - PVC CLASS 200
(USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS)

PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE,
SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE.

PIPE SIZING CHART

PIPE SIZE
MAX. ALLOWABLE
FLOW
1/2"
5 GPM
3/4"
10 GPM
1"
16 GPM
1"
16 GPM
1-1/4"
26 GPM
1-1/2"
40 GPM
2"
60 GPM
L4.1
L4.1
L4.2
L4.2
12A
15 1"
24A
15 1"
25A
15 1"
26A
15 1"
27A
15 1"
28A
15 1"
29A
15 1"
30A
15 1"
31A
15 1"
32A
15 1"
SYMBOL

RAINBIRD

IRRIGATION LEGEND

MANUFACTURER
MODEL NO.

DESCRIPTION

ESP - LXD
50-200 STATION COMPATABLE

TWO WIRE DECODER COMMERCIAL CONTROLLER
SYMBOL

MANUFACTURER
MODEL NO.

DESCRIPTION
NOZZLE
FLOW
GPM
PSI

PATTERN

RAINBIRD
100-EFB-CP
FS 100 B
MASTER BRASS VALVE WITH 1" BRASS

TEE FLOW SENSOR

RAINBIRD

PEB SERIES
100-PEB-PRS-D

ELECTRIC CONTROL VALVE FOR TREE & PALM TREE BUBBLERS,
SIZE AS NOTED ON PLAN, REFER TO DETAIL ON L4.1

RAINBIRD
XCZ-075-PRF
075-DVF
ELECTRIC CONTROL VALVE FOR DRIP AREAS. SIZE AS NOTED ON PLAN, REFER TO DETAIL SHEET L4.1
NIBCO
T-113
FULL PORT VALVE (LINE SIZE). REFER TO IRRIGAITON DETAIL SHEET L4.1

RAINBIRD
33DRC
3/4" QUICK COUPLER. REFER TO IRRIGATION DEAIL SHEET L4.1

EXISTING

BACKFLOW PREVENTOR

RAINBIRD

PFR/FRA

XERI-BUG

EMITTER
XB-20PC-1032
.20
30 DRIP

RAINBIRD

PFR/FRA

XERI-BUG

EMITTER
XB-10PC-1032
.10
30 DRIP

RAINBIRD
XFS-09-12
EMITTER @ 12"
O.C.

SUB-SURFACE

DRIPLINE

0.9 30

TRICKLE

PATTERN
A

RAINBIRD

LXMMSSPED

STAINLESS STEEL PEDESTAL

FOR ESP - LX SERIES CONTROLLERS

IRRIGATION POC

TO BE CONFIRMED
Contractor shall review existing
irrigation backflow,
connection to 2" Domestic Water.

Contractor to verity
if the irrigation system
requires pressure regulator.

ISM

IRRIGATION
METER

SECONDARY IRRIGATION METER

INSTALLED BY WATER COMPANY
418
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

IRRIGATION DETAILS

REVISED
1 2
3 4
5 L4.3

ATMOSPHERIC VACUUM BREAKER
COPPER MALE ADAPTER (1 OF 2)
MIN. OF 12 INCHES ABOVE HIGHEST

POINT OF DISCHARGE
COPPER 90* ELL (1 OF 3)

COPPER PIPE (TYPICAL)

COPPER FEMALE ADAPTER

FINISH GRADE

IRRIGATION MAINLINE PIPE

PVC MALE ADAPTER

PIPE FROM REMOTE CONTROL VALVE
NOTE:

INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES
AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR
TO INSTALLATION.

ATMOSPHERIC VACCUM BREAKER

NOT TO SCALE
A

BALL VALVE

NOT TO SCALE
B

FINISH GRADE

TAN ROUND VALVE BOX W/LID

BRICK SUPPORT
( 1 OF 2 )

PVC MAIN LINE
1 CU.FT. PEA GRAVEL
PVC MALE ADAPTERS ( 1 OF 2 )

DRIP VALVE ASSEMBLY

NOT TO SCALE
C

FINISH GRADE

TAN RECTANGULAR

VALVE BOX W/LID
COL. WIRE PER SPECIFICATIONS

PVC PIPE

PVC UNION (THREADED

FOR SERVICING ASSEMBLY

PRESSURE TREATED

WOOD SUPPORT

PEA GRAVEL

COMMON WIRE

WIRE CONNECTOR

TRENCHING

NOT TO SCALE
E

TYPICAL WIRE CONNECTION

NOT TO SCALE
F

MAIN SUPPLY

BY OTHERS

LATERALS
120 VOLT
WIRING

MAIN SUPPLY

LATERAL & WIRING
WIRING
24 VOLT

ALL MAIN SUPPLY LINES TO BE

INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S INSTALLATION

SPECIFICATIONS

INSTALL RAINBID 'ACV SERIES

ADJUSTABLE CHECK VALVE
LINE SIZE - INSTALL PER EVERY 10FT
OF GRADE CHANGE.

ALL 120 VOLT WIRING IN CONDUIT

TO BE INSTALLED IN ACCORDANCE

WITH LOCAL CODES
TIE A LOOSE 20 INCH LOOL IN ALL

WIRING AT CHANGES OF DIRECTION
GREATER THAN 30 INCHES.

UNTIE ALL LOOPS AFTER ALL

CONNECTIONS HAVE BEEN MADE

LATERAL

MAIN LINE
2'-0"
2'-0"
1'-0"
2'-0"

SLIP BASE SOCKET OVER END WIRES
STRIP WIRES APPROCIMATELY 5/8" FROM END

TWIST ENDS TOGETHER
STEP 1.

APPLY SEALER TO OUTSIDE OF SEATING PLUG

FILL CAVITY WITH SEATER

PUT CRIMP SLEEVE OVER WIRE ENDS

CRIMP SLEEVE AND CUT OFF EXCESS WIRE
STEP 2.

PULL BASE SOCKET OVER WIRE END

AS FAR AS POSSIBLE

PUSH SEATING PLUG INTO BASE SOCKET
STEP 3.

PUSH WIRES TO END OF BASE SOCKET TO

ASSURE COMPLETE SEALING OF CONNECTION

RAINBIRD PEN-TIE WIRE CONNECTOR
STEP 4.

NOTE:

FOR WIRE SIZES No. 14, 12 AND 10

DEEP WATER IRRIGATION

NOT TO SCALE
G

DRIP EMITTER

NOT TO SCALE
H

END SELF-FLUSHING VALVE

NOT TO SCALE
I

EMITTER LAYOUT

NOT TO SCALE
J

TRENCHING DETAIL

NOT TO SCALE
K

TREE & PALM VALVE ASSEMBLY

NOT TO SCALE
TWO-WIRE DECODER CONTROLLER:

RAINBIRD ESP-LXD TWO-WIRE DECODER CONTROLLER

WITH LXMM METAL CABINET AND LXMMPED METAL
PEDESTAL. INSTALL CONTROLLER, CABINET AND PEDESTAL
PER MANUFACTURER'S SPECIFICATIONS.

CONCRETE PAD: 6-INCH MINIMUM THICKNESS

FINSIH GRADE

POWER SUPPLY WIRE
1-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP EEL

FOR POWER SUPPLY
3-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP EEL

FOR TWO-WIRE CABLE

MAXICABLE TWO-WIRE PATH TO DECODERS
USE A DIFFERENT CABLE JACKET COLOR FOR EACH PATH.

COMPACTED SUBGRADE
1 2
3 4
5 6
7 8
NOTES:

PROVIDE PROPER GROUDING COMPONENTS TO ACHIEVE
GROUND RESISTANCE OF 10 OHMS OR LESS.
419
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LIGHTING PLAN

REVISED
1 2
3 4
5 L5.0
N

LIGHTING LEGEND
SYM.

NAME
QTY

COMMENTS
VOLT G4 Infiniti
60 Integrated LED Brass Spotlight (Bronze)
136
Available at ProTrade (SiteOne)
Vista 600w Stainless Steel HP
Multi-Tap Transformer
Contractor to specify locations
00 20'
80'
40'
SCALE: 1" = 20'-0"
420
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LIGHTING PLAN

REVISED
1 2
3 4
5 L5.1
N
00 20'
80'
40'
SCALE: 1" = 20'-0"
421
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LIGHTING PLAN

REVISED
1 2
3 4
5 L5.2
N
00 20'
80'
40'
SCALE: 1" = 20'-0"
422
423
424

FIRE RISER
ROOM

PREP AREA
105
COOLER
106

DINING ROOM
100

VESTIBULE
116
SELF

SERVING

BAR AREAKITCHEN AREA
103

DRIVE THRU
CL
CL
CL
POTATO

PEELING
107

KITCHEN

ACCESSORY
AREA
104
POTATO

STORAGE
115

DRESSING
109

DRESSING
110
OFFICE
108

MIS ROOM
108A
74 seatsA12.0
1 2
3 4
2A
1 4
5 4A
3A
3 9
10 8
2 C1
C1
C
C
F
G
H
I
J
B
A
A12.0
5 6
7 8

SERVING
AREA
102
A12.1
1 2
3 A12.1
1 4
5 6
A12.0
9 10
11 12
A12.1
9 7
8 A12.1
14 15
16 17 A12.1
10 11
12 13
A12.1
18 19
20 21
A12.1
30 31
32 33
EE1K
L
A12.1
18 19
20 21
℄
A12.0
14 15
16 13
A12.0
9 14
A15.0
5 A15.0
14 A15.0
5 A15.0
1 A16.0
5 A15.0
B
A10.0
2 A8.0
A
A10.0
A
A10.0
D
A10.1
2 A9.0
C
A10.1
B
A10.0
1 A8.0
C
A10.1
E
A10.1
1 A9.0
1 A16.0
5 A16.1
1 A16.0
5 A15.0
11 A14.0
14 A17.0
14 A17.0
5 A15.0
6 A15.0
1 A16.0
1 A15.02
A15.0
4 A15.0 1
A15.0
SIM
4 A15.0 6
A15.0
1 A15.0
2 A15.0
1 A16.0
1 A15.0
3 A16.1
5 A16.1
12 A16.0
12 A16.0
SIM
3 A19.0
7 A14.0
10 A14.0
6 A14.08
A14.0
7 A17.0
5 A17.0
3 A16.1
5 A15.0

GENERAL NOTES
C
13 A16.1
A12.017
SCALE:
1 A5.0

FLOOR PLAN
1/4" = 1'-0"

C CL L L
5 A15.0
1 A16.0
1 A16.0
5 A15.0
2 A16.0
OPP.
9 A17.0
F
A10.1
CL LC

HALLWAY
111

WOMEN'S
113

RESTROOM

VESTIBULE
114
6 6A
7 MEN'S
112
A12.1
22 23
24 25
A12.1
26 27
28 29
A19.0/1
1 2 4
1/A19.0
3 2/A19.02
3 4
2/A19.0
1 7
A14.0
SIM.
";EXIT
";EXIT

5 A20.0
9 A20.0
THE INFORMATION, DRAWINGS AND SPECIFICATIONS SHOWN ARE AND SHALL REMAIN THE PROPERTY OF IN-N-OUT BURGER.

THESE DOCUMENTS MAY NOT BE USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF IN-N-OUT BURGERS.

SHEET OF 1
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706
R
SCALE: 1/4"=1'-0"
0'5'10'
R R

FONTANA, CA

NWC CITRUS & HIGHLAND
A5.0 FLOOR PLAN
425
426
"GOD BLESS AMERICA"
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706

FONTANA, CA
NWC CITRUS & S. HIGHLAND AVE.

ISSUED: 12/14/22

BONE CHINA STUCCO, PRO LEDGE BLACK FOREST WAINSCOT, METAL AWNINGS WITH RED PALMS 427
"GOD BLESS AMERICA"
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706

FONTANA, CA
NWC CITRUS & S. HIGHLAND AVE.

ISSUED: 12/14/22

BONE CHINA STUCCO, PRO LEDGE BLACK FOREST WAINSCOT, METAL AWNINGS WITH RED PALMS 428

2.42.11.81.51.31.10.90.91.01.1 2.42.32.22.12.21.91.41.21.21.3

2.62.52.94.87.66.73.01.51.41.5 2.83.05.1

1.41.6 3.43.57.6

1.51.6 3.73.56.3

8.62.9 3.63.34.0

10.64.0 3.43.36.1

10.66.7 3.12.86.0

11.95.8 2.62.22.4

11.44.2 2.62.27.9

11.63.6 3.02.712.5

13.63.3 3.13.011.68.78.44.914.94.11.71.7

3.23.012.912.59.72.92.51.81.41.4

3.02.32.72.92.92.52.11.71.41.3 2.61.62.22.52.62.42.31.81.51.1

2.52.12.12.32.52.32.22.01.71.6 2.42.01.92.02.02.02.01.91.61.5

1.82.32.93.33.63.83.83.63.63.33.23.13.02.92.82.82.72.52.32.01.61.31.00.80.70.81.01.11.31.21.31.2 2.12.43.13.84.14.24.24.14.03.93.83.63.33.13.13.12.82.32.32.11.81.31.00.80.81.01.11.31.41.51.51.4

1.82.32.03.24.04.84.74.13.93.94.44.34.03.53.03.03.23.12.72.42.11.81.31.00.80.81.01.31.51.41.31.31.4 2.22.52.93.64.45.45.13.83.64.14.94.64.43.83.22.63.13.53.02.62.21.8

1.21.51.31.21.31.4 2.43.03.64.55.56.35.95.24.95.05.45.35.14.64.03.83.94.23.83.12.41.8

1.31.51.41.31.31.4 2.63.44.35.46.36.76.66.36.16.15.95.95.75.44.84.54.64.54.03.42.61.8

1.31.41.51.51.51.4 2.83.64.55.66.46.87.06.86.66.46.26.15.95.65.24.84.94.53.93.32.61.8

1.21.41.51.51.51.4 2.73.44.35.46.26.77.06.66.26.26.46.35.85.35.04.84.84.33.73.12.41.6

1.21.31.41.21.21.2 2.52.93.94.96.06.36.05.45.35.76.05.95.54.94.23.94.04.03.52.92.01.3

1.21.31.31.00.90.9 1.92.42.73.44.35.65.74.74.54.15.05.04.94.84.33.53.33.33.73.22.51.81.2

1.31.31.20.90.70.6 1.92.43.03.74.55.55.54.84.34.04.64.64.64.54.03.33.13.23.63.22.61.91.5

1.41.41.20.90.7 1.92.53.44.24.95.25.45.14.64.34.34.54.64.33.83.53.43.53.63.43.02.42.0

1.51.51.31.00.8 1.92.63.24.14.74.95.25.14.74.44.14.14.13.93.73.73.73.93.73.43.12.72.42.12.12.12.01.81.51.61.41.2

1.82.42.93.54.24.74.94.74.34.23.93.73.73.53.53.43.43.83.83.53.12.82.52.42.42.42.11.61.41.41.51.4 1.52.02.62.93.43.94.34.34.03.73.63.43.33.33.23.13.33.63.63.43.02.22.42.62.52.32.11.71.31.31.41.3

1.11.62.22.42.33.13.53.83.63.33.23.13.03.02.92.83.13.33.43.22.61.62.22.52.52.42.21.81.51.11.6 1.01.51.92.12.42.83.13.33.33.13.02.92.82.82.82.62.82.83.03.02.52.12.12.32.52.32.22.01.71.61.4

1.01.31.51.92.42.72.92.92.92.92.82.82.82.72.72.52.52.62.82.92.42.01.92.02.02.02.01.91.61.51.2 0.81.01.31.72.12.42.72.82.52.42.52.82.92.72.42.02.12.42.72.62.32.21.91.81.71.71.71.61.31.2

0.60.81.11.41.72.02.42.52.22.02.22.62.72.62.31.91.92.22.52.42.22.01.61.41.41.31.31.21.0 0.60.81.11.41.72.02.22.01.62.02.42.62.62.31.91.62.02.22.22.11.71.21.01.00.90.80.8

0.50.71.01.31.51.71.91.92.12.22.42.42.32.01.91.91.81.81.71.30.90.60.50.50.5 PROJECT NUMBER

SHEET NUMBER

SHEET TITLE

GOD BLESS AMERICA

PROJECT NAME
14901 Quorum Dr. #565 Dallas, TX 75254rtmec.com | 972.387.3500 PROTOTYPE VERSION16C.2.127IN-N-OUTBURGERFONTANACALIFORNIANWC CIRTRUS &S HIGHLAND AVEFONTANA, CA 92337 210975

REVISION RECORD

ISSUE RECORDDATEDESCRIPTION

PROFESSIONAL SEAL
SITE LIGHTINGPHOTOMETRIC PLANE11.0

STATISTICS
CALC ZONE #22.9 FC7.0 FC0.5 FCCALC ZONE #13.3 FC14.9 FC14.0:15.8:129.8:16.6:10.5 FC 429
SCALE
5 DOUBLE GATE DETS3" = 1'-0"
SCALE
4 MAN GATE DTLS3" = 1'-0"
SCALE
9 NOT USEDNONE
11'-9"
T.O. FASCIA
10'-0"
B.O. BEAM
SCALE
12 CORNICE DETAIL1 1/2" = 1'-0"
SCALE
10 DOUBLE GATE SLIDE BOLT1 1/2" = 1'-0"
SCALE
8 CANE BOLT1 1/2" = 1'-0"
3'-4"

ABOVE PAVING
SCALE
11 COL/GATE HINGE DTL.1" = 1'-0"
SCALE
15 GATE HINGE DETAIL1" = 1'-0"
SCALE
6 GATE-HINGE JAMB1" = 1'-0"
SCALE
14 HOSE BIB DETAIL3/4" = 1'-0"
ELEV 2'-6 1/2"
13 A17.0
12 A13.0
SIM
12 A13.0
10'-0"

BO BEAM
11'-9"

TO FASCIA
10'-0"
TO CMU
11'-9"

TO FASCIA
11 A13.0
SIM
SCALE
16 WALL SECTION1/2" = 1'-0"
SCALE
13 WALL SECTION1/2" = 1'-0"
13 A17.0
0'-0"

TO SLAB
0'-0"

TO SLAB
SCALE
1 ELEVATIONS1/4" = 1'-0"
SCALE
3 FLOOR PLAN1/4" = 1'-0"
SCALE
7 ROOF PLAN1/4" = 1'-0"
1 1
2 2

ELEVATION 'A'

ELEVATION 'C'ELEVATION 'D'

ELEVATION 'B'
15 A13.0
8 A13.0TYP
1 EP-1
EP-1
5 A13.0
4 A13.0
SIM
6 A13.0
SIM
EP-1
1 EP-1
1 EP-1
EP-1
EP-1
EP-1
EP-1
2 1
EP-1
1 EP-1
1 2
EP-1
EP-1
EP-4
EP-1
8'-0"
TO CMU
10'-0"

BO BEAM
11'-9"

TO FASCIA
8'-0"
TO CMU
10'-0"

BO BEAM
11'-9"

TO FASCIA
2'-6 1/2"

TO STONE CAP
2'-6 1/2"

TO STONE CAP
2 14
A13.0
4 A13.0
1A
A13.0
1D
A13.0
16 A13.0
TYP
1B
A13.0
13 A13.0TYP
6 A13.0
11 A13.0
1C
A13.0
SLOPE
1/8" / FT
12 A13.0
SLOPE
1/4" / FT
SLOPE
1/4" / FT
12 A13.0
5 A13.0
SCALE
2 R.C.P.1/8" = 1'-0"

TRASH ENCLOSURE

PLANS & ELEVATIONS
OPTION "C"
A13.0

PROJECT NUMBER

SHEET NUMBER

SHEET TITLE

ISSUE RECORD

PROFESSIONAL SEAL

DESCRIPTIONDATE

IN-N-OUT
BURGER

FONTANA, CA

GOD BLESS AMERICA

URBAN DESIGN PROTOTYPE

REVISION RECORD

PROJECT NAME
Architecture / Development
14901 Quorum Drive
Dallas Texas 75254
Suite 300
Ph: (972) 239-8884
Fax: (972) 239-5054
430
XXXX
2 EP-112EP-12EP-2
9 2EP-12EP-3 10912EP-1 2EP-252EP-12EP-3 10
9 11
5 7
2EP-242EP-32EP-22EP-24 62EP-2
C1CC1B

TOP OF SLAB
10'-1"
BOT. OF TRUSS
13'-7"

TOP OF CANOPY
19'-10"

TOP OF PARAPET
1 A17.0
SIM
3 A16.0
4 A16.0
3 A16.0
5 A15.0
1 A16.0
7 7
19EP-3
16'-0"

CENTER OF SIGN LETTERS

TOP OF SLAB
6 6
66666
2"
6"
2"
6"
SCALE:
2 A8.0

EAST ELEVATION
1/4" = 1'-0"
3 A16.0
14 A15.0
RECESSED KNOX BOX AT 5'-0" HIGH TO THE RIGHT OF FIRE RISER ROOM. SEE DETAIL 10/A17.0 1/4" WIDE METAL PENN SCREED: SEE DETAIL 4/A16.0. ALIGN CONTROL JOINTS ON DRIVE-THRU CANOPY FASCIA WITH CONTROL JOINTS ON BOTTOM OF SOFFIT.
4" MIN. HIGH WHITE LETTERING "RISER ROOM" ON RED BACKGROUND SIGN. MOUNT ON RISER ROOM DOOR ALUMINUM WINDOWS: CLEAR ANODIZED ALUMINUM.

ALUMINUM STOREFRONT DOORS: CLEAR ANODIZED ALUMINUM.

BONE CHINA
REMARKS COLOR NAME MFR. NO.

EXTERIOR PAINT SCHEDULE
SLOPED ALUMINUM WINDOWS: U.S. ALUMINUM S-010. GLASS JOINTS TO HAVE POLISHED EDGES WITH SILICONE JOINTS.

REDWOOD FRAMES TO BE PRIMED WITH AXALTA IMRON IND 9P01 - PRIMER CAN BE TINTED GRAY. FINISH COAT TO BE AXALTA IMRON IND 9T01 TINTED CUSTOM COLOR EP-4.

IN-N-OUT BURGER ILLUMINATED LOGO SIGN: UNDER SEPARATE PERMIT.

STUCCO: 20/30 FINE SAND FLOAT FINISH

KEY NOTES
BUILDING ADDRESS NUMBERS TO BE 12" HIGH, 4" MIN. W/ MIN. STROKE WIDTH OF 0.5 INCH PER FIRE DEPARTMENT AND CITY JURISDICTION ADDRESS DISPLAY REQUIREMENTS:

1. ADDRESS SHALL BE DISPLAYED & VISIBLE FROM BOTH STREET DIRECTIONS OF APPROACHING VEHICLES.

2. PERMANENT NUMBERS AND LETTERS SHALL BE MADE OF DURABLE AND CLEARLY VISIBLE MATERIAL SUCH AS WOOD, METAL, CERAMIC, PLASTIC AND VINYL. (PAINTED OR GLUED ON NUMBERS ARE NOT ACCEPTABLE MATERIALS).

3. NUMBERS SHALL BE OF COLORS CONTRASTING WITH BACKGROUND TO WHICH THEY ARE ATTACHED.

4. NUMBERS SHALL BE A MINIMUM PROPORTION RATIO OF 6:1 (HEIGHT TO WIDTH).

5. NUMBERS CANNOT BE SPELLED.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
EP-3
EP-2
EP-1
HOLLOW METAL DOOR: SEE SHEET A11.0, HM DOORS AND JAMBS SHALL HAVE POWDER COAT FINISH AS FOLLOWS:

INTERIOR DOORS- TIGER DRYLAC - SMOOTH, HIGH GLOSS FINISH, "BENGAL WHITE", EXTERIOR DOORS- CARDINAL - GLOSS, SMOOTH FINISH, "BONE CHINA" OR TO MATCH EXTERIOR STUCCO PAINT COLOR - (VERIFY ELEVATIONS- EP-1). WHERE FIELD

PAINTING DOORS AND JAMBS IS NECESSARY- NOT RECOMMENDED, THE ALTERNATE WOULD BE TO USE AXALTA IMRON IND 9P01 WHITE PRIMER. FINISH COAT TO BE AXALTA IMRON IND 9T01 GLOSS WHITE. EXTERIOR HM DOORS & JAMBS- USE SAME PRODUCT TINTED TO MATCH EXTERIOR BUILDING PAINT COLOR EP-1. NOTE- TRASH ENCLOSURE METAL DOORS AND POSTS TO BE FIELD PAINTED USING AXALTA IMRON AS DESCRIBED ABOVE. 5'-0" HIGH STUB OUT FOR Co2 LINE
RECESSED 8' LED LIGHT FIXTURE IN SOFFIT. SEE DETAIL 9/A17.117 18 TEXTURE EXPOSED FOUNDATION WALL BELOW STUCCO WEEP SCREED AND PAINT TO MATCH WALL.19 PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
ARISTOSHIELD 70
MODELCOLOR #
DEW 339
FINISH

BONE CHINA

BONE CHINA
EP-4INO RED
A84W01151
DUNN

EDWARDS
DUNN

EDWARDS
HIGH
GLOSS
HIGH
GLOSS
HIGH
GLOSS
HIGH
GLOSS
STUCCO: PRIME W/ LOXON CONCRETE & EXT
LATEX PRIMER WHITE - A24W08300.

GALV METAL: PRIME W/ GALVITE HS ACRYLIC
COATING - B50WZ0030, OFF WHITE
SEE REMARKS FOR EP-1 ALT MFR. ALT.

MFR.

A84W01151 SHERWIN

WILLIAMS
HIGH
GLOSS

SUPER PAINT
LATEX
ALT.

MFR.

A84W01151 SHERWIN

WILLIAMS
HIGH
GLOSS

SUPER PAINT
LATEX
SEE REMARKS FOR EP-1 ALT MFR.

IN-N-OUT

BONE CHINA

IN-N-OUT

BONE CHINA

IN-N-OUT

BONE CHINA
L.E.D. DOUBLE BAND LIGHTING: UNDER SEPARATE PERMIT.

HIGH
GLOSS
DUNN

EDWARDS
ALT.

MFR.

SHERWIN

WILLIAMS

SUPER PAINT
LATEX
ARISTOSHIELD 70
ARISTOSHIELD 70
IMRON
DEW 339
DEW 339
PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
PRIMER: AXALTA IMRON IND 9P01. PRIMER CAN BE

TINTED GRAY
FINISH COAT: AXALTA IMRON IND 9T01 GLOSS

POLYURETHANE
COLOR FORMULA: NON-CUM GUIDE 2/20/20
MIX SIZE: 102.4OZ (GALLON)
9T04 VIOLET321.2
9T10 RED-ORANGE 349.3
9T13 ORANGE 2577.6

SEE REMARKS

FOR COLOR

FORMULA
AXALTA
NOT USED.

STONE VENEER - "BLACK FOREST" PRO-LEDGE BY CORONADO STONE WITH MATCHING CORONADO STONE WAINSCOT SILL. APPLY PER MFR RECOMMENDATIONS. DRY STACK.

METAL AWNINGS: COLOR TO BE ANODIZED ALUMINUM. REFER TO SHEET A17.3. 7 2EP-31021225 EP-1EP-2 EP-1
2EP-12EP-3 10 9
2EP-2
2EP-2 2EP-1 12EP-110
2EP-3 2EP-1 10
7 2 EP-3
5 9
C1A
2EP-2
4 6
62EP-33
2EP-22EP-2 172EP-2 6
19'-10"

TOP OF PARAPET
23'-0"

TOP OF PARAPET

TOP OF SLAB
19'-10"

TOP OF PARAPET
3 A16.0
4 A17.1
12 A17.1
3 A16.0
5 A15.0
1 A16.0
9 A17.0
3 A16.0
4 A16.0
19EP-3
16'-0"

CENTER OF SIGN LETTERS
2EP-2 6 62EP-2

TOP OF SLAB
6 SCALE:
1 A8.0

NORTH ELEVATION
1/4" = 1'-0"
17 7
13'-7"
TOP OF CANOPY 16
A15.0
SIM11'-0 1/4"

ARCH SPRINGPOINT
2 3
1 2'-6 1/2"
T.O. STONE
2'-6 1/2"
T.O. STONE
23'-0"
T.O. PARAPET
24'-0"
T.O. PARAPET
12EP-112EP-1
2'-6 1/2"
T.O. STONE
2'-6 1/2"
T.O. STONE
23'-0"
T.O. PARAPET
24'-0"
T.O. PARAPET
12EP-1
12EP-112EP-1
THE INFORMATION, DRAWINGS AND SPECIFICATIONS SHOWN ARE AND SHALL REMAIN THE PROPERTY OF IN-N-OUT BURGER.

THESE DOCUMENTS MAY NOT BE USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF IN-N-OUT BURGERS.

SHEET OF 1
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706
R
SCALE: 1/4"=1'-0"
0'5'10'
R R

FONTANA, CA

NWC CITRUS & HIGHLAND
ELEVATIONS A8
431
39 10
L
C1 C
F H J E1
K
E
2EP-1 2EP-2
12EP-1
10 2EP-1 2 EP-3102 EP-32109 EP-12EP-112EP-1 10 2EP-2
2EP-3
9 12EP-12EP-1
2EP-2
8 9
2EP-213132EP-3
15 6
2EP-1 2EP-310
9 2 EP-32 EP-28
2EP-24
82 EP-22 EP-3
10 9 2EP-12EP-1 12EP-1
12EP-1 102EP-1
2EP-110
7 7
2EP-3
9 2EP-3
7 TOP OF SLAB
19'-10"

TOP OF PARAPET
10'-1"

TOP OF PLATE
13'-7"

TOP OF CANOPY

TOP OF SLAB
19'-10"

TOP OF PARAPET
10'-1"

TOP OF PLATE
13'-7"

TOP OF CANOPY
23'-0"

TOP OF TOWER

TOP OF SLAB
19'-10"

TOP OF PARAPET
10'-1"
BOT. OF TRUSS
13'-7"

TOP OF CANOPY
23'-0"

TOP OF PARAPET
19'-10"

TOP OF PARAPET
4 A16.0
3 A16.0
1 A17.0
SIM
12B
A15.0
3 A16.0
1 A16.0
1 A16.0
1 A15.0
3 A16.0
3 A16.0
1 A17.0
EP-1
14 A14.0
5 A17.0
7 7
12 7

ELECTRICAL
ROOM
RISER
ROOM
7 19
666 6 EP-3
2"
6"
2"
6"
2"
6"
EP-3
19EP-319EP-3
16'-0"

CENTER OF SIGN LETTERS
16'-3"

CENTER OF SIGN LETTERS
5 A15.0

TOP OF SLAB
2 EP-1
6 666 6
6"
2"
6 6
6 1
A16.0
14 SCALE:
2 A9.0

WEST ELEVATION
1/4" = 1'-0"
SCALE:
1 A9.0

SOUTH ELEVATION
1/4" = 1'-0"
14 A14.0
4 A16.0
16 12EP-1
3A
13 23'-0"

TOP OF PARAPET
13 EP-3
7 RECESSED KNOX BOX AT 5'-0" HIGH TO THE RIGHT OF FIRE RISER ROOM. SEE DETAIL 10/A17.0 1/4" WIDE METAL PENN SCREED: SEE DETAIL 4/A16.0. ALIGN CONTROL JOINTS ON DRIVE-THRU CANOPY FASCIA WITH CONTROL JOINTS ON BOTTOM OF SOFFIT.
4" MIN. HIGH WHITE LETTERING "RISER ROOM" ON RED BACKGROUND SIGN. MOUNT ON RISER ROOM DOOR ALUMINUM WINDOWS: CLEAR ANODIZED ALUMINUM.

ALUMINUM STOREFRONT DOORS: CLEAR ANODIZED ALUMINUM.

BONE CHINA
REMARKS COLOR NAME MFR. NO.

EXTERIOR PAINT SCHEDULE
SLOPED ALUMINUM WINDOWS: U.S. ALUMINUM S-010. GLASS JOINTS TO HAVE POLISHED EDGES WITH SILICONE JOINTS.

REDWOOD FRAMES TO BE PRIMED WITH AXALTA IMRON IND 9P01 - PRIMER CAN BE TINTED GRAY. FINISH COAT TO BE AXALTA IMRON IND 9T01 TINTED CUSTOM COLOR EP-4.

IN-N-OUT BURGER ILLUMINATED LOGO SIGN: UNDER SEPARATE PERMIT.

STUCCO: 20/30 FINE SAND FLOAT FINISH

KEY NOTES
BUILDING ADDRESS NUMBERS TO BE 12" HIGH, 4" MIN. W/ MIN. STROKE WIDTH OF 0.5 INCH PER FIRE DEPARTMENT AND CITY JURISDICTION ADDRESS DISPLAY REQUIREMENTS:

1. ADDRESS SHALL BE DISPLAYED & VISIBLE FROM BOTH STREET DIRECTIONS OF APPROACHING VEHICLES.

2. PERMANENT NUMBERS AND LETTERS SHALL BE MADE OF DURABLE AND CLEARLY VISIBLE MATERIAL SUCH AS WOOD, METAL, CERAMIC, PLASTIC AND VINYL. (PAINTED OR GLUED ON NUMBERS ARE NOT ACCEPTABLE MATERIALS).

3. NUMBERS SHALL BE OF COLORS CONTRASTING WITH BACKGROUND TO WHICH THEY ARE ATTACHED.

4. NUMBERS SHALL BE A MINIMUM PROPORTION RATIO OF 6:1 (HEIGHT TO WIDTH).

5. NUMBERS CANNOT BE SPELLED.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
EP-3
EP-2
EP-1
HOLLOW METAL DOOR: SEE SHEET A11.0, HM DOORS AND JAMBS SHALL HAVE POWDER COAT FINISH AS FOLLOWS:

PREMIUM PRIMER
ARISTOSHIELD 70
MODELCOLOR #
DEW 339
FINISH

BONE CHINA

BONE CHINA
EP-4INO RED
A84W01151
DUNN

EDWARDS
DUNN

EDWARDS
HIGH
GLOSS
HIGH
GLOSS
HIGH
GLOSS
HIGH
GLOSS
STUCCO: PRIME W/ LOXON CONCRETE & EXT
LATEX PRIMER WHITE - A24W08300.

GALV METAL: PRIME W/ GALVITE HS ACRYLIC
COATING - B50WZ0030, OFF WHITE
SEE REMARKS FOR EP-1 ALT MFR. ALT.

MFR.

A84W01151 SHERWIN

WILLIAMS
HIGH
GLOSS

SUPER PAINT
LATEX
ALT.

MFR.

A84W01151 SHERWIN

WILLIAMS
HIGH
GLOSS

SUPER PAINT
LATEX
SEE REMARKS FOR EP-1 ALT MFR.

IN-N-OUT

BONE CHINA

IN-N-OUT

BONE CHINA

IN-N-OUT

BONE CHINA
L.E.D. DOUBLE BAND LIGHTING: UNDER SEPARATE PERMIT.

HIGH
GLOSS
DUNN

EDWARDS
ALT.

MFR.

SHERWIN

WILLIAMS

SUPER PAINT
LATEX
ARISTOSHIELD 70
ARISTOSHIELD 70
IMRON
DEW 339
DEW 339
PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
PRIMER: AXALTA IMRON IND 9P01. PRIMER CAN BE

TINTED GRAY
FINISH COAT: AXALTA IMRON IND 9T01 GLOSS

POLYURETHANE
COLOR FORMULA: NON-CUM GUIDE 2/20/20
MIX SIZE: 102.4OZ (GALLON)
9T04 VIOLET321.2
9T10 RED-ORANGE 349.3
9T13 ORANGE 2577.6

SEE REMARKS

FOR COLOR

FORMULA
AXALTA
NOT USED.

STONE VENEER - "BLACK FOREST" PRO-LEDGE BY CORONADO STONE WITH MATCHING CORONADO STONE WAINSCOT SILL. APPLY PER MFR RECOMMENDATIONS. DRY STACK.

METAL AWNINGS: COLOR TO BE ANODIZED ALUMINUM. REFER TO SHEET A17.3. 8'-9"

ARCH SPRINGPOINT
11'-0 1/4"
ARCH SPRINGPOINT 16
A16.0
4 A15.0
2'-6 1/2"
T.O. STONE
24'-0"
T.O. PARAPET
2'-6 1/2"
T.O. STONE
2'-6 1/2"
T.O. STONE
2'-6 1/2"
T.O. STONE
23'-0"
T.O. PARAPET
ELEVATIONS A9
THE INFORMATION, DRAWINGS AND SPECIFICATIONS SHOWN ARE AND SHALL REMAIN THE PROPERTY OF IN-N-OUT BURGER.

THESE DOCUMENTS MAY NOT BE USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF IN-N-OUT BURGERS.

SHEET OF 1
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706
R
SCALE: 1/4"=1'-0"
0'5'10'
R R

FONTANA, CA

NWC CITRUS & HIGHLAND
432
SCALE: 1/4" = 1'-0"
19'-10"
23'-0"
23'-0"
10'-7"
23'-0"
19'-10"

WEST ELEVATION

SOUTH ELEVATION
ELEVATIONS 1

FONTANA, CA

NWC CITRUS & HIGHLAND
433
SCALE: 1/4" = 1'-0"
13'-7"
23'-0"
19'-10"
13'-7"
19'-10"
23'-0"

EAST ELEVATION

NORTH ELEVATION
ELEVATIONS 2

FONTANA, CA

NWC CITRUS & HIGHLAND
434
435
City of Fontana
Action Report
Planning Commission
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-1928 Agenda Date: 1/17/2023
Agenda #: PH-A Category: Public Hearing
FROM:

Planning Department
TITLE:

Master Case No. 20-083: Tentative Parcel Map No. 20464 (TPM No. 20-021), Variance No. 22-001, Conditional Use Permit No. 20-025, Conditional Use Permit No. 22-019, Conditional Use Permit No. 22-028, and Design Review No. 20-031 - for the development of commercial retail center to include a banquet hall, dual branded hotel, restaurant/retail building, and a drive-through restaurant on an approximately 8.9 adjusted gross acre site.

RECOMMENDATION:

Based on the information in the staff report and subject to the attached Findings and Conditions of Approval, staff recommends that the Planning Commission adopt Resolution PC No. 2023-___; and,

1. Adopt the Mitigated Negative Declaration and Mitigation Monitoring Program (MMRP) and direct staff to file a Notice of Determination; and,

2. Approve Tentative Parcel Map No. 20464 (TPM No. 20-021),

3. Approve Variance No. 22-001,

4. Approve Conditional Use Permit No. 20-025,

5. Approve Conditional Use Permit No. 22-019,

6. Approve Conditional Use Permit No. 22-028, and

7. Approve Design Review No. 20-031.

APPLICANT:

Jinder Singh
61380 29 Palms Highway, Suite 15 & 16
Joshua Tree, CA 92252
LOCATION:

The project site is located at the northwest corner of South Highland Avenue and Citrus Avenue (APNs: 0228-301-01 through -08, 0228-310-20, -21, -22, -23, 0228-310-33 through -49, -51, and 52).

REQUEST:

Tentative Parcel Map No. 20464 (TPM No. 20-021) - a proposal to consolidate 31 parcels (APNs:
0228-301-01 through -08, 0228-310-20, -21, -22, -23, 0228-310-33 through -49, -51, and 52) and vacate a portion of Highland Avenue into four parcels totaling 8.9 adjusted gross acres for the City of Fontana Printed on 1/10/2023Page 1 of 7
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File #: 21-1928 Agenda Date: 1/17/2023
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vacate a portion of Highland Avenue into four parcels totaling 8.9 adjusted gross acres for the development of a commercial retail center.

Variance No. 22-001 - a proposal to reduce the rear yard landscape setback abutting a freeway from 25 feet to a minimum of two (2) feet in certain locations at the rear of the project site.

Conditional Use Permit No. 20-025 - a proposal to establish a dual branded hotel consisting of a 5- story, 75 room hotel (Holiday Inn Express) and a 5-story, 109 room hotel (Staybridge Suites Hotel) with various amenities.

Conditional Use Permit No. 22-019 - a proposal to operate a State of California Alcohol Beverage Control (ABC) license type 47 (On-Sale General - Eating Place) for the place of assembly (banquet hall).

Conditional Use Permit No. 22-028 - a proposal to operate a place of assembly (banquet hall) within the Fontana Square commercial retail center.

Design Review No. 20-031 - a proposal for the site and architectural review for the development of commercial retail center including a banquet hall, two hotels, a sit down restaurant/retail, and an In-n- out drive-through restaurant on an approximately 8.9 adjusted gross acre site located within General Commercial (C-2) Zoning District.

PROJECT PLANNER:

Salvador Quintanilla, Senior Planner
BACKGROUND INFORMATION:

Land Use Designation:

General Plan Zoning /Overlay Existing Land Use
Site: General Commercial (C-
G)
General Commercial (C-2) Vacant
North: Interstate 210 Freeway Interstate 210 Freeway Freeway South: Single-Family
Residential (R-SF)
Single-Family Residential
(R-1)
Existing Single-Family
Homes
East: General Commercial (C-
G)
General Commercial (C-2) /
Planning Area 3 of the Auto
Center Overlay
Commercial Shopping
Center Under
Construction
West: General Commercial (C-
G) / Single-Family
Residential (R-SF)
General Commercial (C-2) /
Single-Family Residential
(R-1)
Existing Liquor Store /
Single-Family Homes/
Vacant Land
PROJECT DESCRIPTION:

A. Site Area: Approximately 8.9 adjusted gross acres
B. Lot Coverage:

Maximum allowed: 50 percent
(maximum
coverage)
Provided: 23 percent
C. Building/Unit Analysis:

Banquet Hall Approximately 38,907 square feet
Staybridge/Holiday Inn Approximately 122,151 square feet Restaurant/Retail Approximately 5,000 square feet
In-N-Out Approximately 3,885 square feet
Total: 169,943 square feet
D. Parking Analysis:

Vehicle Spaces Required: 480 spaces
Provided: 431 spaces*
*Pursuant to Fontana Municipal Code (FMC) Section 30-685, the Planning Commission may reduce the number of parking spaces required for multiple uses on a lot subject to the approval of parking study (see Attachment No. 5)
E. Landscaping:

Minimum Required: 15 percent
Proposed: 23.1 percent
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File #: 21-1928 Agenda Date: 1/17/2023
Agenda #: PH-A Category: Public Hearing
A. Site Area: Approximately 8.9 adjusted gross acres
B. Lot Coverage:

Maximum allowed: 50 percent
(maximum
coverage)
Provided: 23 percent
C. Building/Unit Analysis:

Minimum Required: 15 percent
Proposed: 23.1 percent
ANALYSIS:

The applicant, Jinder Singh, has submitted applications for the proposed development of a new commercial retail center that includes a banquet hall, a dual brand hotel (Staybridge and Holiday Inn), a building for retail and restaurant uses, and a drive through restaurant (In-N-Out) on an approximately 8.9 adjusted gross acre site located within the General Commercial (C-2) zoning district. The site has a General Commercial land use designation for both the General Plan Land Use Map and Zoning District Map. The site is located on the northwest corner of Citrus Avenue and South Highland Avenue. The project site is bounded by the 210 freeway to the north, single-family residential across South Highland Avenue to the south, a new shopping center (under construction) across Citrus Avenue at the east, and an existing liquor store and vacant land to the west.

Tentative Parcel Map No. 20464:

Tentative Parcel Map No. 20464 is a request to consolidate 31 parcels and vacate a portion of Highland Avenue into four (4) parcels totaling approximately 8.9 adjusted gross acres for the purpose of developing a commercial retail center. The lots, as proposed, will comply with all standards of the City’sMunicipal Code including Chapter 26 (Subdivisions) and Chapter 30 (Zoning and Development Code). The project site will have three (3) points of access along South Highland Avenue and one (1) access point along Catawba Avenue.

Variance No. 22-001:

Pursuant to the FMC Section 30-494, Table 30-494.C (Minimum Required Setbacks for Parking Areas) parking spaces abutting a freeway requires a 25-foot landscape setback. The applicant proposes a rear yard landscape setback (abutting the freeway) that ranges from 2 feet to 12 feet for the project site where a 25-foot setback is required. The proposed parking spaces and drive aisle are not directly adjacent to the actual freeway; however, they are adjacent to the Citrus Avenue off-ramp.

The project site is a rectangularly-shaped parcel that is constrained by Catawba Avenue, Citrus Avenue, South Highland Avenue and the existing Citrus Avenue freeway off-ramp which limits the City of Fontana Printed on 1/10/2023Page 3 of 7
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Avenue, South Highland Avenue and the existing Citrus Avenue freeway off-ramp which limits the area of the development. Furthermore, the Citrus Avenue freeway off-ramp is higher in elevation than the project site and the site is adjacent to the freeway right-of-way as opposed to the actual I-210 freeway, which is 142 feet from the rear property line. Based on the shape of the project site and being adjacent to South Highland Avenue and the slope from the Citrus Avenue off-ramp (not the freeway) the project site cannot be expanded to meet the required 25-foot landscape setback. The constraints from the shape of the project site, right-of-way (South Highland Avenue) and the Citrus Avenue off-ramp deprive the property of privileges enjoyed by other properties in the vicinity and under identical zoning classifications. Due to the shape and constraints of the site, the variance will not grant special privileges inconsistent with the limitation on other properties in the vicinity.

Therefore, based on the above mentioned constraints, limitations, shape, and adjacency to the right- of-way rather than the freeway, staff is in support of the proposed variance.

Conditional Use Permit No. 20-025:

A hotel is conditionally permitted use in the General Commercial (C-2) zoning district. As proposed, the applicant is proposing dual branded 5-story hotel building which includes a Holiday Inn Express and a Staybridge Suites hotel. The main entrance for guest would be provided on the south side of the building via the lobby located on the southwest corner of the building. The dual branded hotel would provide 184 hotel rooms (75 rooms for the Holiday Inn Express and 109 for the Staybridge Suites) and associated amenities such as pool, hot tub, and patio area. Additionally, the dual branded hotel will have a great room seating area, living room, buffet area, lobby area, fitness center, bar area, and kitchen area.

The proposed hotel building would be generally located on the western half of the project site and will be surrounded by a pool, patio area, vehicle parking, landscaping, a 12’x45’loading dock, and SR- 210 to the north. The hotel building will be accessed via the driveways facing South Highland Avenue. Patrons will be able to access the hotel building through the main entrance and additional entrances throughout the building. The proposed hotel is mainly a traveler’s hotel with no large conference rooms or banquet facilities.

Conditional Use Permit No. 22-019:

The applicant has submitted an application for a State of California Alcohol Beverage Control (ABC) license for a type 47 (On-Sale General - Eating Place) for the place of assembly (banquet hall). The ABC License will authorize the sale of beer, wine and distilled spirits for consumption of alcohol on the licensed premises (banquet hall).

Census Tract No: The subject site is located within Census Tract No. 23.08 which is bounded by Sierra Avenue to the east, Miller Avenue to the south, Citrus Avenue to the west and the 210 Freeway to the north. This area encompasses approximately 2.5 square miles of area. If approved, the banquet hall within the Fontana Square center will be the only one within the immediate vicinity.

Therefore, staff supports the approval of the Conditional Use Permit to sell alcohol for on-site consumption. The appropriate findings were made (Attachment No. 6). The applicant will request an ABC License for the Staybridge Hotel at a later time.

Conditional Use Permit No. 22-028:

Place of Assembly establishments are a conditionally permitted use within General Commercial (C-2) zoning district. As proposed, the development will have a two (2) story banquet hall (38,907-square- feet) with an 810-seating capacity. The banquet hall will have a kitchen area, three (3) assembly City of Fontana Printed on 1/10/2023Page 4 of 7
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feet) with an 810-seating capacity. The banquet hall will have a kitchen area, three (3) assembly rooms, porte cochere, lobby, office, laundry room, storage room, and changing rooms. The banquet hall would be located on the northwest corner of the project site. The banquet hall will be for special events such as receptions for weddings, quinceneras, birthday parties, and conferences. The place of assembly has been reviewed and meets the development standards required by the Zoning and Development Code for parking, landscaping, drive aisle width, and all other standards as required by the Zoning and Development Code. Given the proximity to the freeway and well-designed site layout, the place assembly, if approved, will provide the community with a convenient place where people can gather and have festivities.

Design Review No. 20-031:

As previously mentioned, the applicant is proposing a commercial retail center called the “Fontana Square” retail center. The proposed project is a commercial development comprised of a banquet hall, a hotel (anticipated Holiday Inn Express Hotel and a Staybridge Suites), a retail/restaurant building, and a drive-through restaurant (anticipated In-N-Out Burger). If approved, the retail center would have a total building square footage of approximately 169,943 square feet. The applicant has worked diligently with staff to incorporate architectural and site details that will beautify and enhance the overall aesthetics of the site. Some of the features include a Spanish architectural theme for the center, patios and drive entries, porte cocheres for the drive thru restaurant, a unique and well- designed corner statement at Citrus Avenue and South Highland Avenue, additional landscaping, and building lighting that will provide pedestrian security to the center as well as adding to the architectural character to the center. The proposed project will be built in phases: the drive-through restaurant (In-n-out) will be built first, followed by the hotel and the banquet hall, with the retail and restaurant building expected to be built last. As required by the conditions of approval (Exhibit E, Condition No. 13) the applicant will fence off any future undeveloped pad areas with a four (4) foot high white vinyl fence and hydroseed the undeveloped pad area. The fence and hydroseeding will be completed with the on-site improvements. All on-site improvements will be constructed as part of phase one, which includes all parking, landscape, ADA path of travel, loading areas, drive aisles, building pads for the future tenants, and lighting.

The Spanish architecture theme selected for the shopping center is appropriate for the area and is consistent with surrounding uses and the design guidelines in the Development Code. In addition, the proposed project is consistent with the goals and policies of the General Plan and applicable provisions of the zoning district, including Goal 5.3, Policy 5: (Community Design Element) stating that buildings “shallincorporate distinct and varied architectural details through varied rooflines, and detailed façade treatments”. Design characteristics of the banquet hall and freestanding restaurant include decorative cornices, gable roofs, tower elements, pop-outs, veneer, stucco wall surface with various colors that enhance the character of the building. The dual brand hotel will incorporate a traditional corporate design which includes light to dark brown color scheme with a pastel color as an accent color, rock veneer, varied roof lines, tower elements, and a decorative canopy at the main entrance of the lobby. The drive through restaurant will incorporate the typical In-N-Out corporate design, which includes cornices, white smooth stucco finish, expose lighting at the top of the building, porte cochere, and rock veneer at the base of the building.

Grading/Circulation/Parking:

Grading/Wall:

The site is vacant and currently has a natural grade. After the proposed development, the site will City of Fontana Printed on 1/10/2023Page 5 of 7
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The site is vacant and currently has a natural grade. After the proposed development, the site will have a less than a two-percent grade to the south into the porous pavement area. The on-site runoff will be directed to the south, where a bio retention area will capture all run-off water. The applicant is proposing a six (6) foot high decorative freestanding wall to screen the patio area of the hotel, a 2’- 3’ retaining wall to create the Bio retention basin along South Highland Avenue, and a retaining wall on the west side of the project site abutting Catawba Avenue.

Circulation:

Main ingress and egress to the site would be via a 52’-foot-widedriveway (Driveway No.1), divided a raised median, located directly across from Tokay Avenue. Driveway No.1 would allow for full ingress movements on all directions but would only allow eastbound and westbound egress onto South Highland Avenue. Driveway No. 2 is a 35’-foot-widedriveway located on the southwest corner of the site, directly across from Jacaranda Avenue. Driveway No. 3 is an approximately 23’-foot-wide driveway located on the northwest corner of the site with direct access to Catawba Avenue. Driveway No. 4 is a 35’-foot-widedriveway located southeast portion of the site, directly across Cherimoya Avenue. The proposed project will include a fire access route, fire hydrants, and speed humps throughout the site.

Parking:

The project will have parking spaces surrounding each individual building, and parking spaces to the west, north and south of the project site. Pursuant to the Zoning and Development, the project site requires 480 parking space. The applicant is proposing 431 parking spaces for the project site, which is a difference of 49 parking spaces (8%). However, pursuant to Fontana Municipal Code (FMC) Section 30-685, the Planning Commission may reduce the number of parking spaces required for multiple uses on a lot subject to the approval of parking study. The applicant submitted a parking study (see Attachment No. 5) to support reducing the number of parking spaces for the commercial center. The Engineering Department has reviewed the parking study and has approved it as submitted by the applicant. Based on the findings of the parking study, staff is in support of the reduction in the parking spaces due to hours of operation and activities for the different types of uses that are proposed.

Environmental:

An Initial Study (IS), Mitigated Negative Declaration, and Mitigation Monitoring and Reporting Program has been prepared for this project pursuant to the California Environmental Quality Act (CEQA) and the 2019 Local Guidelines for Implementing CEQA. Based on the information in the IS, the project could not have a significant effect on the environment as a result of project implementation and the Mitigated Negative Declaration, and Mitigation Monitoring and Reporting Program; a Notice of Determination have been prepared for the Planning Commission’s consideration. The mitigation measures from the Mitigation Monitoring and Reporting Program are included herein as part of the Conditions of Approval. The IS/MND for the Fontana Square project can be found at <https://www.fontana.org/2137/Environmental-Documents>.

MOTION:

Approve staff’s recommendation
ATTACHMENTS:

City of Fontana Printed on 1/10/2023Page 6 of 7
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1. Vicinity Map

2. Tentative Parcel Map No. 20464

3. Project Plans

4. ABC Census Tract 23.08 Map

5. Parking Study

6. Planning Commission Resolution, Findings and Conditions of Approval

7. Notice of Determination

8. Notice of Public Hearing
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ATTACHMENT NO. 1

VICINITY MAP
DATE: January 17, 2023
CASE: Master Case No. 20-083
Tentative Parcel Map No. 20464 (TPM
No. 20-021)
Variance No. 22-001
Conditional Use Permit Nos. 20 -025,
22-018, 22-019, & 22-028
Design Review No. 20-031

CITY OF FONTANA PLANNING DEPARTMENT

CIT
Project Site
NORTH
N
South Highland Ave
210 Freeway
Citrus Ave
8443
9444

TITLE SHEET AND DRAWING INDEX
11/11/2022
HS
MG
A0.0.0
1 · ·
· ·
·
·
·
“”
·
·
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
10445
CATAWBA AVE.

HWY 210
S. HIGHLAND AVE.

INTERSTATE FREEWAY 210
11/11/2022
HS
MG
2 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
11446
CATAWBA AVE.

HWY 210
S. HIGHLAND AVE.

INTERSTATE FREEWAY 210
11/11/2022
HS
MG
3 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
12447

SURGACE
MOUNT

FRAMELESS

WINDSCREEN
CLAMP
5'-0"MAX.
2"
25%50%25%

PANEL WIDTH
2"
4'-0"
1/2" TEMPERED

GLASS PANEL

FLAT POLISHED
EDGES
2' HIGH CMU WALL
2'-0"
2"3'-6"
6'-0"
3'-4"
3" SQ. POST

TUBULAR STEEL GATE

W/ SELF CLOSING

HINGES, ONE WAY
1/2" TEMPERED GLASS FENCE
1/2" TEMPERED GLASS PANEL
2"
10" STEEL KICK PLATE

DOOR HARDWARE

CARD READER

ATTACHMENT

STANCHION

ALUMINUM POST AND

FRAME, POWDER

COATED FINISH
11/11/2022
HS
MG
A1.0.1
4 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
13448
133'-338"
29'-4"
34'-338"
30'-0"
38'-0"
4 2
4 42
5 5
4 4
4 4
1 AIR