Agenda packet, regular meeting — Madera City Council, May 4, 2022 (part 2 of 5)

PLEASE LIST ANY ORGANIZATIONS OF WHICH YOU ARE A MEMBER AND ANY OFFICES YOU HA VE HELD TN THOSE ORGANIZATIONS:

I am an active volunteer with The Pan Valley Institute and the United Farm Workers of America.

PLEASE LIST ANY APPOINTED PUBLJC BOARDS OR COMMISSIONS ON WHICH YOU HA VE SERVED, DATES OF SERVICE AND ANY CHAIRMANSHIP OR OFFICE HELD:

I AM fNTERESTED IN SERVING FOR THE FOLLOWING REASONS:

The planning commission plays a central role in contributing to our community's future vision and direction. A planning commissioner wields considerable power over how a community grows and develops. I would be honored to join the diverse leaders in our city that want to make it a better place to live and thrive. I will hold myself to the highest ethical standards of fairness, compassion. integrity, vision and expect that my obligation as a public servant is to serve the whole community.

REFERENCES (Optional):
12/08/2021
City Clerk
Updnte 7/19/ 13
DATE 7 SIGNATURE
PLEASE RETURN COMPLETED APPLICATION TO:

ClTY OF MADERA

OFFICE OF THE CITY CLERK
205 West Fourth Street
Madera, CA 93637
(559) 661-5405
(559) 674-2972 Fax
Page2 of 2

REPORT TO CITY COUNCIL
Approved by: Council Meeting of: May 4, 2022
_________________________________ Agenda Number: ___________ Wendy Silva, Director of Human Resources
_________________________________
Arnoldo Rodriguez, City Manager
SUBJECT:

Appointments to the Americans with Disabilities Act (ADA) Advisory Council RECOMMENDATION:

Adopt a resolution appointing the following individuals to the ADA Advisory Council:

1. DJ Becker

2. Saim Mohammad
SUMMARY:

The City of Madera ADA Advisory Council (MADAAC) was established by the City Council in 2006 to advise the City on matters relating to providing accessible facilities, services, programs, and infrastructure. MADAAC consists of seven members, with each member of the City Council making a nomination to be considered for appointment by the Mayor, subject to approval of the City Council by resolution. At this time, the Mayor has considered nominations submitted, as well as his direct appointment, and desires to appoint DJ Becker and Saim Mohammad to MADAAC and requests Council approval.

DISCUSSION:

MADAAC was formed to serve in an advisory capacity to the City Council and staff on matters relating to ADA. Their duties include the following.

1. Promote pedestrian safety and access to all public streets.

2. Promote ADA compliance in all public buildings and facilities, services, programs and activities.

3. Promote inclusion of the disabled community in the City's emergency and disaster preparedness plans.

4. Develop disability awareness and educational outreach programs.

B-11

5. Work with various City of Madera Departments to ensure that all public buildings and facilities, remodeled and newly constructed, are in compliance with current laws guaranteeing access for all people with disabilities.

6. Promote affordable and accessible housing in the community.

7. Work collaboratively with the City of Madera on recommendations regarding unmet transit needs.

8. Ensure ADA grievance procedures are followed and enforced.

MADAAC members are noted below in Table 1, with the individuals considered for approval of appointment indicated in bold text.

Table 1. MADAAC Membership
Applicant Nominating Councilmember City Council District DJ Becker Direct appointment by Mayor Garcia At-large Mayor Tim Riche Councilwoman Gallegos District 1
Cynthia Ortégon Councilmember Rodriguez District 2
Saim Mohammad Councilmember Montes District 3
Muhammad Latif Mayor Pro Tem Evans District 4
Dennis Smith Councilwoman Mejia (appointment made by
prior district representative)
District 5
Diana Robbins Councilmember Villegas District 6
At this time, the Mayor has considered the nomination of Saim Mohammad by Councilmember Montes as well as his direct appointment, and is seeking approval from the City Council of the appointments to MADAAC of DJ Becker and Saim Mohammad. Per the Municipal Code, appointments will be for a term matching the nominating Council person, or until a replacement is appointed. The Municipal Code also provides that the resolution of appointment must receive at least four (4) affirmative votes to pass.

FINANCIAL IMPACT:

There is no anticipated financial impact.

CONSISTENCY WITH THE VISION MADERA 2025 PLAN:

The information contained herein is not addressed by the Vision Madera 2025 plan, nor is the information in conflict with that plan.

ALTERNATIVES:

Council may direct staff to draft further revisions to the appointment process for City Boards, Commissions, and Committees.

ATTACHMENTS:

1. Volunteer applications for DJ Becker and Saim Mohammad.

2. Resolution

CITY OF MADERA

COMMISSION, BOARD, AND COMMITTEE

APPLICATION

VALLEY CENTRAL
I hereby request that I be considered as a nominee for the following City of Madera Commission, Board, or Committee:

PLEASE CHECK ONE OR MORE:
~ ADA Advisory Council _D_ Airport Advisory Commission
il Beautification Committee _D_ Civil Service Commission il CDBG Review and Advisory Committee D Loan Review Committee _0_ Pla1ming Commission _D_ Transit Advisory Board
_0_ Other: _______ _
Please type or print in ink.

JOB TITLE BUSINESS PHONE

LENGTH OF RESIDENCE IN CITY ARE YOU A REGISTERED VOTER HAVE YOU EVER BEEN OF MADERA OF THE CITY OF MADERA? CONVICTED OF A FELONY? --YEARS ~ MONTHS .[[L ES □ NO OYES ~ NO
EDUCATIONAL BACKGROUND:
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City Clerk
Update 7/19/13
Page I of2

PLEASE LIST ANY ORGANIZATIONS OF WHICH YOU ARE A MEMBER AND ANY OFFICES YOU HAVE HELD IN THOSE ORGANIZATIONS: \] a-e.v...--v--~' ~~~u\. S> 0 6 f../le- d\J-A ""- ()._IA,~ l,v.. v9 s ~ 1 2002, "::::, lr----o ·~ L ~L L- C-c:, cY\ ~ ,,_,-t OL.. 7.-CJ O G, - • W \ '4- \j\/\-.Q_ ~ LC'--> ~ cf cl\._,....- c ~~ 1 ~ ..., ,_,_Q O \.,, .. + /\Jl u-._ c v - , N~ ~LV\Ao+' S ~ 'e:>-l!lot- 3:: 1, ,~0-.._~ln.. Co ~ ct - ~ "-

PLEASE LIST ANY APPOINTED PUBLIC BOARDS OR COMMISSIONS ON WHICH YOU HA VE SERVED, DATES OF SERVICE AND ANY CHAIRMANSHIP OR OFFICE HELD:

I AM INTERESTED IN SERVING FOR THE FOLLOWING REASONS:

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REFERENCES (Optional):
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City Clerk
Update 7/1 9/13
PLEASE RETURN COMPLETED APPLICATION TO:

CITY OF MADERA

OFFICE OF THE CITY CLERK
205 West Fourth Street
Madera, CA 93637
(559) 661-5405
(559) 674-2972 Fax

RECEIVED
City of Madera City Cle~
~: ~!~

Page 2 ends

X
Madera City Clerk
By:

CITY OF MADERA°ate:

COMMISSION, BOARD, AND COMMITTEE

APPLICATION

VAHEY CENTRAL
I hereby request that I be considered as a nominee for the following City of Madera Commission, Board, or Committee:

PLEASE CHECK ONE OR MORE:
il ADA Advisory Council
il Beautification Committee
_0_ Airport Advisory Commission
R Civil Service Commission
il CDBG Review and Advisory Committee R Loan Review Committee _0_ Planning Commission
li Other: Youth Commission
Please type or print in ink.

Mohammad
Il Transit Advisory Board

LASTNAME

MAILING ADDRESS
Re/Max Gold

EMPLOYER

LENGTH OF RESIDENCE IN CITY

OF MADERA
~ YEARS __ MONTHS
Saim

FIRST NAME

CITY, STATE ZIP
Realtor

JOB TITLE

ARE YOU A REGISTERED VOTER
OF THE CITY OF MADERA?
21 YES ONO
EDUCATIONAL BACKGROUND:

M.I.

E-MAIL ADDRESS

BUSINESS PHONE

HA VE YOU EVER BEEN
CONVICTED OF A FELONY?
0 YEs lvl No
From elementary to high school, I have always attended a Madera Unified District school. Upon 19raduating high school from Madera High School in 2015, I attended UC Merced for a summer bridge program and completed two semesters there. Due to family obligations, I moved back home & stopped ltaking classes. I am proud to say I am now attending Madera Community College from where I will earn my associates degree soon. From there I will go on to earning my bachelors degree from Fresno State.

City Clerk
Update 7/19/13
Page I of2

PLEASE LIST ANY ORGANIZATIONS OF WHICH YOU ARE A MEMBER AND ANY OFFICES YOU HA VE HELD IN THOSE ORGANIZATIONS:

I am a general member of the Madera Community Hospital Foundation Advisory Board, and have not served in an office position yet. I am also a general member in the Central Valley Islamic Council, and have not served in an office position.

PLEASE LIST ANY APPOINTED PUBLIC BOARDS OR COMMISSIONS ON WHICH YOU HA VE SERVED, DA TES OF SERVICE AND ANY CHAIRMANSHIP OR OFFICE HELD:

I have not served in any appointed public boards or commissions.

I AM INTERESTED IN SERVING FOR THE FOLLOWING REASONS:

I would like to serve becuase it will give me the opportunity to provide alternative perspectives and ideas that resonates with the youth of the City of Madera. I believe as a realtor I can provide feedback !Or ideas that will add value and help me play a key role. I am looking forward to having a voice in ldecision making, as well as developing new skills while serving as a member.

REFERENCES (Optional):

A\w SaltMflV:-C\~ ~ JAC4.Nv0
( 0~JZ'5~~t;f
7 /A I'\ Vl 1¥_?;/ CM,1 ,Ylt':> Stili.J;v
City Clerk
Update 7/19/ 13
DATE
PLEASE RETURN COMPLETED APPLICATION TO:

CITY OF MADERA

OFFICE OF THE CITY CLERK
205 West Fourth Street
Madera, CA 93637
(559) 661-5405
(559) 674-2972 Fax

Page 2 ends

Resolution No. _______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MADERA

APPROVING THE APPOINTMENT OF DJ BECKER AND SAIM MOHAMMAD

TO THE CITY OF MADERA AMERICANS WITH DISABILITIES ACT ADVISORY

COUNCIL
WHEREAS, the City of Madera has established an Americans with Disabilities Act Advisory Council (MADAAC) to serve in a volunteer capacity to fulfill the duties of the Advisory Council as provided in their adopted bylaws; and
WHEREAS, MADAAC is comprised of seven citizens nominated by members of the City Council and appointed by the Mayor, subject to confirmation by the Council as a whole; and WHEREAS, Mayor Garcia has appointed DJ Becker as his direct appointment to MADAAC for a term concluding December 2024 or as otherwise provided in the Madera Municipal Code; and
WHEREAS, Councilmember Montes has nominated Saim Mohammad to be considered for appointment to MADAAC for a term concluding December 2022 or as otherwise provided in the Madera Municipal Code; and
WHEREAS, Mayor Garcia has considered the above-named nominated individual and has appointed Saim Mohammad; and
WHEREAS, DJ Becker and Saim Mohammad have expressed their desire to serve on MADAAC.

NOW, THEREFORE, THE COUNCIL OF THE CITY OF MADERA hereby resolves, finds, and orders as follows:

1. The above recitals are true and correct.

2. The Council approves the appointments of DJ Becker and Saim Mohammad to MADAAC for a term ending December 2024, unless otherwise indicated by the Madera Municipal Code.

3. This resolution is effective immediately upon adoption. * * * * * * * * * * * * * * * * * * * *

REPORT TO CITY COUNCIL
Approved by:
_________________________________
Keith Helmuth, P.E., Department Director
_________________________________
Arnoldo Rodriguez, City Manager
SUBJECT:

Acceptance of Improvements for La Spezia II Subdivision (Tract No. 19-S-01) RECOMMENDATION:

Staff recommends that the City Council (Council) adopt a Corrected Resolution:

1. Accepting the Improvements for La Spezia II Subdivision (Tract No. 19-S-01);

2. Authorizing the Filing of the Notice of Acceptance for Said Subdivision Improvements;

3. Authorizing staff to record the Notice of Acceptance of Subdivision Improvements; and

4. Rescinding Resolution 22-51.

SUMMARY:

On April 20, 2022, the Council considered and adopted Resolution No. 51 Accepting Improvements For La Spezia II Subdivision (Tract No. 19-S-01), Authorizing the Filing of the Notice of Completion for Said Subdivision Improvements and Authorizing Staff to Record The Notice Of Completion. The La Spezia II Subdivision is an 87-lot residential development located on the southwest corner of Almond Avenue and Stadium Road. The Council approved the Final Map on October 16, 2019.

The Subdivider, Joseph Crown Construction and Development Inc., a California Corporation, has completed the off-site public improvements in accordance with the approved Improvement Agreement and improvement plans associated with the Subdivision, which was approved by Council on October 16, 2019. The Subdivider has paid all required fees and submitted a Warranty Bond.

It has come to our attention that the technical term “Notice of Acceptance” should have been used in the Resolution rather than the term “Notice of Completion”. For that reason, a corrected resolution is presented to Council for adoption.

Council Meeting of: May 4, 2022
g~~2~ Agenda Number: _______
~ rz.o/A)u--r
B-12
DISCUSSION:

All required public improvements for this subdivision have been completed including the pocket park which was constructed on parkland dedicated by the Subdivider in conjunction with recordation of the Final Map.

FINANCIAL IMPACT:

Acceptance of this subdivision will result in the transfer of maintenance and resulting costs from Subdivider to City.

CONSISTENCY WITH THE VISION MADERA 2025 PLAN:

Acceptance of the improvements for La Spezia II Subdivision is not directly addressed in the vision or action plans; however, the requested action could address the following specific task in the action plan:

Action 126: Clean, attractive streets: Expand or develop programs to create clean, safe and aesthetically pleasing streets – Current landscape design standards have been adhered to which aid in the establishment of Well-Planned Neighborhoods and Housing.

ALTERNATIVES:

If Council does not accept the completed improvements, the City will not provide regular maintenance that includes street sweeping, pavement maintenance, street light maintenance, etc.

ATTACHMENTS:

1. Resolution
Exhibit A – Notice of Acceptance

2. Project Location Map
Attachment 1
Resolution
RESOLUTION NO. 22-___

A RESOLUTION ACCEPTING IMPROVEMENTS FOR LA SPEZIA II
SUBDIVISION (TRACT NO. 19-S-01), AUTHORIZING THE FILING OF

THE NOTICE OF ACCEPTANCE FOR SAID SUBDIVISION

IMPROVEMENTS, AUTHORIZING STAFF TO RECORD THE NOTICE
OF ACCEPTANCE, AND RESCINDING RESOLUTION NO. 22-__
WHEREAS, the Subdivider, Joseph Crown Construction and Development Inc., A California Corporation, has requested final acceptance of the required improvements for the La Spezia II Subdivision; and
WHEREAS, the City Engineer has certified to this Council that the required improvements for La Spezia II Subdivision have been completed.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF MADERA hereby finds, orders and resolves as follows:

1. The above recitals are true and correct.

2. The improvements for the La Spezia II Subdivision (Tract No. 19-S-01) are accepted.

3. The City Clerk is hereby authorized and directed to record a Notice of Acceptance as required by Section 10-2.712.2 of the Madera Municipal Code.

4. Resolution No. 22-51 is rescinded.

5. This resolution is effective immediately upon adoption. * * * * * * * * * *
Exhibit A
Notice of Acceptance
RECORDING REQUESTED BY:

City of Madera
AFTER RECORDING RETURN TO:

City Clerk
City of Madera
205 W. 4th Street
Madera, CA 93637
______________________________________________________________________________________ Fee Waived Per Section 27383 & 27388.1(a)(2)(D) of the Government Code

NOTICE OF ACCEPTANCE

OF SUBDIVISION IMPROVEMENTS
NOTICE IS HEREBY GIVEN that on __________, 2022, the City Council of the City of Madera confirmed the satisfactory completion of the improvements as shown on the plans for the La Spezia II Subdivision (Tract No. 19-S-01).

Dated: ___________
By: _________________
Alicia Gonzales
City Clerk
Attachment 2
Location Map

LOCATION MAP

PECAN AVENUE

CITY OF MADERA

PROJECT

LOCATION

ALMOND AVENUE

CROWN HOMES ENGINEERING DEPARTMENT
4-28 E. YOSEMITE AVE
MADERA, CA 93638 LA SPEZIA II SUBDIVISION
DR BY: RR
CH BY; __ _
DATE: 3/30/22
SCALE: NTS
SHT _1_ OF_1_

REPORT TO CITY COUNCIL
Approved by: Council Meeting of: May 4, 2022
_________________________________ Agenda Number: ___________ Keith Helmuth, P.E., Department Director
_________________________________
Arnoldo Rodriguez, City Manager
SUBJECT:

Acceptance of Improvements for La Spezia III Subdivision (Tract No. 19-S-02) RECOMMENDATION:

Staff recommends that the City Council (Council) adopt a Resolution:

1. Accepting the Improvements for La Spezia III Subdivision (Tract No. 19-S-02);

2. Authorizing the Filing of the Notice of Acceptance for Said Subdivision Improvements;

3. Authorizing staff to record the Notice of Acceptance of Subdivision Improvements; and

4. Rescinding Resolution 22-52.

SUMMARY:

On April 20, 2022, the Council considered and adopted Resolution No. 52 Accepting Improvements For La Spezia III Subdivision (Tract No. 19-S-02), Authorizing the Filing of the Notice of Completion for Said Subdivision Improvements and Authorizing Staff to Record The Notice Of Completion. The La Spezia III Subdivision is a 28-lot residential development located on the southeast corner of Almond Avenue and Stadium Road. The Council approved the Final Map on October 16, 2019.

It has come to our attention that the technical term “Notice of Acceptance” should have been used in the Resolution rather than the term “Notice of Correction”. For that reason, a corrected resolution is presented to Council for adoption.
g~~L~ B-13
~ f2.o/A,: rr r
DISCUSSION:

All required public improvements for this subdivision have been completed including the construction of interior sidewalks.

FINANCIAL IMPACT:

Acceptance of this subdivision will result in the transfer of maintenance and resulting costs from Subdivider to City.

CONSISTENCY WITH THE VISION MADERA 2025 PLAN:

Acceptance of the improvements for La Spezia III Subdivision is not directly addressed in the vision or action plans; however, the requested action could address the following specific task in the action plan:

ALTERNATIVES:

If Council does not accept the completed improvements, the City will not provide regular maintenance that includes street sweeping, pavement maintenance, street light maintenance, etc.

ATTACHMENTS:

1. Resolution
Exhibit A – Notice of Acceptance

2. Project Location Map
Attachment 1
Resolution
RESOLUTION NO. 22-___

A RESOLUTION ACCEPTING IMPROVEMENTS FOR LA SPEZIA III
SUBDIVISION (TRACT NO. 19-S-02), AUTHORIZING THE FILING OF

THE NOTICE OF ACCEPTANCE FOR SAID SUBDIVISION

IMPROVEMENTS, AUTHORIZING STAFF TO RECORD THE NOTICE
OF ACCEPTANCE AND RESCINDING RESOLUTION NO. 22-__
WHEREAS, the Subdivider, Joseph Crown Construction and Development Inc., A California Corporation, has requested final acceptance of all the required improvements for the La Spezia III Subdivision; and
WHEREAS, the City Engineer has certified to this Council that the required improvements for La Spezia III Subdivision have been completed.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF MADERA hereby finds, orders and resolves as follows:

1. The above recitals are true and correct.

2. The improvements for the La Spezia III Subdivision (Tract No. 19-S-02) are accepted.

3. The City Clerk is hereby authorized and directed to record a Notice of Acceptance as required by Section 10-2.712.2 of the Madera Municipal Code.

4. Resolution No. 22-52 is rescinded.

5. This resolution is effective immediately upon adoption. * * * * * * * * * *
Exhibit A
Notice of Acceptance
RECORDING REQUESTED BY:

City of Madera
AFTER RECORDING RETURN TO:

NOTICE OF ACCEPTANCE

Dated: ___________
By: _________________
Alicia Gonzales
City Clerk
Attachment 2
Project Location Map

LOCATION MAP
P RO J EC T f--------..._

LOCATION

PECAN AVENUE

CITY OF MADERA CROWN HOMES ENGINEERING DEPARTMENT
4-28 E. YOSEMITE AVE
MADERA, CA 93638 LA SPEZIA Ill SUBDIVISION
DR BY: RR
CH BY; __ _
DATE: 3/30/22
SCALE: NTS
SHT _1_ 0F_1_

REPORT TO CITY COUNCIL
Approved by: Council Meeting of: May 4, 2022
_________________________________ Agenda Number: ___________ Anthony Forestiere, Interim Director of Financial Services _________________________________
Arnoldo Rodriguez, City Manager
SUBJECT:

Consideration of a Resolution Approving a Date for Prop 218 Public Hearing for Water, Sewer, Storm Drainage and Solid Waste Rate Increases.

RECOMMENDATION:

Staff recommends adoption of resolution amending the date set In Resolution No. 22-43 for conducting the Proposition 218 Public Hearing for Proposed Water, Sewer, Storm Drainage and Solid Waste Rate Increases.

DISCUSSION:

The City issued a Request for Proposal (RFP) in August 2020 for a study of the utility rates for water, sewer, storm drainage, and solid waste services.

On April 20, 2022, Council adopted Resolution No. 22-43 accepting the Rate Study relating to water, sewer, storm drainage and solid waste, authorizing required actions under Proposition 218, setting a Proposition 218 Public Hearing date to consider rate increases and rescinding Resolution No. 22-38. The Public Hearing date was set for June 15, 2022. Prop 218 requires that property owners receive notice of the public hearing at least 45 days prior to the scheduled Public Hearing date. Staff learned that there was a significant lead time to secure custom envelopes and print the Public Notices. Consequently, the Public Hearing date must be moved July 20, 2022 to allow for printing and mailing the Public Notices. The July 20, 2022 date provides for compliance with the 45 day notice period.

FINANCIAL IMPACT:

The Council has considered alternative rate study scenarios at the August 18, 2021, December 15, 2021, January 19, 2022, April 6, 2022 Council and April 20, 2022 meetings. Costs for printing and mailing are budgeted for in the utility enterprise funds. The draft rate studies are available at www.madera.gov/rates.

B-14
CONSISTENCY WITH THE VISION MADERA 2025 PLAN:

The proposed action is consistent with Vision Plan Action Item 115.5.

Action Item #115.5: Insure the physical and financial sustainability of the City existing and expanding sewer and water infrastructure.

A. Develop a comprehensive detailed inventory of the existing water and sewer collection systems that forecasts the probable life, and periodic major maintenance and/or replacement of all of the individual elements.

B. Provide a long-term financial plan that forecasts the required capital repairs to the existing system and corresponding revenues.

C. Where feasible, include appropriate funding in annual and CIP budgeting and determination of user rates.

ATTACHMENTS

1. Resolution
RESOLUTION NO. ________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MADERA, CALIFORNIA, AMENDING THE DATE SET IN RESOLUTION NO. 22-43 FOR CONDUCTING THE PROPOSITION 218 PUBLIC HEARING FOR PROPOSED

WATER, SEWER, STORM DRAINAGE AND SOLID WASTE RATE INCREASES WHEREAS, on April 20, 2022, Council Adopted Resolution No. 22-43 Accepting the Rate Study Relating to Water, Sewer, Storm Drainage and Solid Waste; Authorizing Required Actions Under Proposition 218; and Setting a Proposition 218 Public Hearing Date to Consider Rates increases; and
WHEREAS, the lead time required to acquire envelopes, print and mail Public Notices for the previously approved Public Hearing Date of June 15, 2022 does not provide sufficient time to meet the 45-day Public Notice requirement; and
WHEREAS, Staff recommends the Proposition 218 public hearing date set in Resolution 22-43 be changed to the Regular Council Meeting date of July 20, 2022.

NOW, THEREFORE, THE COUNCIL OF THE CITY OF MADERA hereby resolves, finds, determines, and orders as follows:

1. The above recitals are true and correct.

2. The Council amends the date set in Resolution No. 22-43 for conducting the Proposition 218 Public Hearing for Proposed Water, Sewer, Storm Drainage and Solid Waste Rate Increases from June 15, 2022, to July 20, 2022, at 6:00 PM in the Madera Council Chambers at 205 W. Fourth Street, Madera CA.

3. The resolution is effective immediately adoption.
********

REPORT TO CITY COUNCIL
Approved by: Council Meeting of: May 4, 2022
_________________________________ Agenda Number: ___________ Arnoldo Rodriguez, City Manager
SUBJECT:

Letter of Support for 2022 Multimodal Project Discretionary Grant (MPDG) Application: Madera High-Speed Rail Station Project.

RECOMMENDATION:

Approve Minute Order Approving Letter of Support for Grant Application for the 2022 Multimodal Project Discretionary Grant (MPDG) Application: Madera High-Speed Rail Station Project
SUMMARY:

The San Joaquin Joint Powers Authority (SJJPA), in coordination with local leaders, is in the process of relocating the Madera Station Amtrak station to a location near Avenue 12 to better meet regional goals of improving ridership and connectivity. SJJPA, in conjunction with Caltrans, is requesting $87.6 million from the Department of Transportation in grant funding for the Project.

DISCUSSION:

The Multimodal Project Discretionary Grant common application (MPDG) provides Federal financial assistance to highway and bridge, intercity passenger rail, railway-highway grade and separation, wildlife crossing, public transportation, marine highway, and freight and multimodal projects, or groups of such projects, of national or regional significance, as well as to projects to improve and expand the surface transportation infrastructure in rural areas.

SJJPA is seeking to improve and expand the size of the previously relocated Madera passenger rail station and provide a high-speed rail (HSR) station for California HSR Interim Service to serve the region. The project will construct a new station platform located near the intersection of Avenue 12 and the Burlington Northern Santa Fe Stockton Subdivision in Madera County, southeast of the City. This would replace the existing station on Road 26 and would require new turn-out tracks to connect with the existing rails.

B-15
When High-Speed Rail Interim Service operations begin in 2029, the Project will meet regional goals to improve passenger rail ridership and connectivity. The Project aligns with the MPDG program criteria by constructing infrastructure improvements that will increase safety, ensure a state of good repair, contribute economic benefits, improve freight movement, create wellpaying jobs, mitigate climate change, bolster resiliency, ensure equity, provide multimodal options, and improve quality of life. State Route 99 provides direct access to the new Madera Station. Caltrans is studying clean energy enhancements for SR 99 to reduce transportation related pollution including a potential hydrogen facility at this station area which also further aligns with the Department of Transportation’s goal of reducing greenhouse gas emissions and addressing environmental justice particularly for communities (including rural communities) that may disproportionately experience consequences from climate change and other pollutants.

Caltrans and SJJPA are requesting $87.6 million in grant funding for the Project. Caltrans and SJJPA commit to providing $16 million in 2018 Transit and Intercity Rail Capital Program (TIRCP) Funds and $42.4 million in additional state funds (in ITIP funds and potentially other SB1 funding programs) for a total non-federal commitment of $58.4 million as a match for the Madera HSR Station.

What Has Been Completed to Date?
▪ SJJPA staff prepared and presented a Connectivity Report to the SJJPA Board identifying substantial connectivity challenges at the existing station. ▪ SJJPA worked with the Madera County Transportation Commission, the County and City of Madera, the California State Transportation Agency (CalSTA), and the California HighSpeed Rail Authority (CHSRA) to analyze issues associated with the existing station and to identify a new station location that meets the region’s goals of improving connectivity and ridership. SJJPA has continued to coordinate with CTC, County and City. ▪ SJJPA obtained a Transit and Intercity Rail Capital Program grant for the Madera Station Relocation Project.
▪ SJJPA has conducted extensive coordination with CalSTA and CHSRA to ensure the station design can accommodate future high-speed rail service.
▪ SJJPA released the Madera Station Relocation Report.
▪ SJJPA released the Draft IS/MND for the Project on October 14, 2020. ▪ SJJPA conducted public meetings about the Draft IS/MND on November 5, 2020. ▪ SJJPA released the Final IS/MND on January 6, 2020.
▪ The SJJPA Board approved the Project and Certified the Final IS/MND on January 22, 2021. ▪ SJJPA initiated Final Design on the Madera Station Relocation Project for Phase 1 in October 2021.
▪ In April 2022, Caltrans awarded Madera County a $450,000 Sustainable Transportation Planning Grant. The grant will be used to develop a Transit Area Specific Plan for the area around the Relocated San Joaquins Madera Station and future High-Speed Rail (HSR) station.

CONSISTENCY WITH THE VISION MADERA 2025 PLAN:

The information contained herein is not addressed by the Vision Madera 2025 plan, nor is the information in conflict with that plan.

ALTERNATIVES:

Council may elect to reject submittal of support letter.

ATTACHMENTS:

1. Support Letter for SJJPA/Caltrans Application for 2022 Multimodal Project Discretionary Grant (MPDG) Application: Madera High-Speed Rail Station Project.

Madera City Hall, 205 W 4th Street, Madera, CA 93637
PHONE: (559) 661-5400 • www.madera.gov
May 23, 2022
The Honorable Pete Buttigieg
Secretary
Office of the Secretary of Transportation
1200 New Jersey Ave, SE
Washington DC, 20590
Subject: Support for 2022 Multimodal Project Discretionary Grant (MPDG) Application:

Madera High-Speed Rail Station Project
Dear Secretary Buttigieg,
The City of Madera supports the application by the California Department of Transportation (Caltrans) and San Joaquin Joint Powers Authority (SJJPA) to the United States Department of Transportation' s (USDOT) 2022 Multimodal Projects Discretionary Grant (MPDG) competitive grant program for the Madera High-Speed Rail Station Project (Project).

The purpose of the Project is to improve and expand the size of the previously relocated Madera passenger rail station and provide a high-speed rail (HSR) station for California HSR Interim Service to serve the area. When HSR Interim Service operations begin in 2029, the Project will meet regional goals to improve passenger rail ridership and connectivity. The Project aligns with the MPDG program criteria by constructing infrastructure improvements that will increase safety, ensure a state of good repair, contribute economic benefits, improve freight movement, create well-paying jobs, mitigate climate change, bolster resiliency, ensure equity, provide multimodal options, and improve quality of life. SR-99 provides direct access to the new Madera HSR Station. Caltrans is studying clean energy enhancements for SR 99 to reduce transportation related pollution including a potential hydrogen facility at this station area.

Madera City Hall, 205 W 4th Street, Madera, CA 93637
PHONE: (559) 661-5400 • www.madera.gov
The City of Madera would like to thank USDOT for its consideration and welcomes the opportunity to support Caltrans and SJPPA in the pursuit of this Project.

Sincerely,
Arnoldo Rodriguez
City Manager

REPORT TO CITY COUNCIL
Approved by: Council Meeting of: May 4, 2022
Agenda Item:
__________________________________
Gary Conte, Planning Manager
__________________________________
Arnoldo Rodriguez, City Manager
SUBJECT:

Appeal of the Planning Commission approval of the Amond World Cold Storage Warehouse Site Plan Review (SPR 2021-41) and adoption of a Mitigated Negative Declaration (ENV 2021-61) RECOMMENDATION:

City Council (Council) hold a public hearing and make the necessary findings, and take the following actions:

1. Adopt a Resolution of the City Council of the City of Madera denying the appeal of, and affirming the decision of, the Planning Commission’s approval of Site Plan Review 2021-41 (SPR 2021-41) as conditioned, and mitigated negative declaration (ENV 2021-61), (Amond World Cold Storage Warehouse Project)
PROPOSAL:

An application to develop a vacant 15.6-acre parcel with construction of a cold storage warehouse of 253,947 square feet (sf) with site improvements including but not limited to on-site parking, landscaping, stormwater treatment, and trash enclosure.

As part of the project the applicant (Rex Ramsey – VR Design Inc.) will extend the public right of way, Condor Drive north from Aviation Drive up to and along the entire western property frontage.

C-1
Table 1: Project Overview
Project Number: Site Plan Review (SPR) 2021-41 and Environmental Assessment ENV 2021-61 Applicant: Rex Ramsey - VR Design Inc
Property Owner: Adam Hayner - Origo Madera Cold, LLC
Location: Existing vacant parcel north of Aviation Drive and west of Golden State Blvd.

Project Area: 15.6-acres, for a 253,947-sf building
Plan Land Use: I (Industrial)
Zoning District: I (Industrial)
Site
Characteristics
The site is generally level over the entirety of the site, disced for vegetation management and was formerly agricultural land. The existing biotic condition is ruderal, composed of herbaceous vegetation, with no shrubs or trees present on the site, but large mature trees exist in limited areas along neighboring property lines in the vicinity. Aviation Drive, a single-lane eastwest Collector runs along the south of neighboring parcels to the south of the project site.

The proposed extension to Condor Drive will create a new public right of way to access the project site. The right of way will be developed at a width of 48’ along the length of the property frontage narrowing to 24’ at the neighboring parcels to the south and expanding back to 42’ at the intersection with Aviation Drive.

Background
The appeal of the Planning Commission decision to approve SPR 2021-41 and adopt Mitigated Negative Declaration ENV 2021-61 are the subject of this Staff Report. The applicant has expressed a desire to speak at the public hearing and Staff recommends the same opportunity be extended to the appellant, although no communication beyond the submitted comment letter and appeal have been received by the time of the agenda posting.

PLANNING COMMISSION ACTION:

On March 18, 2022, the Planning Commission held a duly noticed public hearing to review and consider the proposed project. One day prior to the Planning Commission hearing, a comment letter addressing deficienciesin the Environmental Review was received by Staff. After reviewing the Staff Report, receiving presentations from Staff and addressing the public to provide comment, one member of the public, representing Lozeau Drury, identified themselves as providing comments on the project. The Planning Commission, on the recommendation of Staff, continued the item to allow staff time to respond to the comment letter and return on April 12, 2022.

On April 12, 2022, the Planning Commission held a public hearing to consider the proposed project. Two additional comment letters were received subsequent to the March 18, 2022 public hearing and presented to the Planning Commission, one comment letter was included in the April 12, 2022, Commission agenda packet with an accompanying response to comments and the other additional letter provided was read into the record during the meeting, having been received a day prior to the hearing.

After reviewing the Staff Report, receiving presentations from Staff and the Applicant, and addressing the public to provide comments, no public comments were made. The Commission voted unanimously to adopted Resolution No. 1905 approving SPR 2021-41 and adopting Mitigated Negative Declaration ENV 2021-61. The April 12, 2002 Commission Staff Report is included as Attachment 2. The Planning Commission Resolution 1905 is included as Attachment 3.

APPEAL PROCESS:

The City of Madera Municipal Code (MMC) 10-3.4.0117 (appeals to City Council) contains the regulations and procedures that must be followed if an action of the Commission is appealed to the City Council. On April 15, 2022, Golden State Environmental Justice Alliance (GSEJA) appealed the approval of the Site Plan Review. The appeal is included in Attachment 5. In accordance with MMC 10-3.4.0117, the City Council must hold a Public Hearing and must take action, for the decision of the Planning Commission to be deemed affirmed. The City Council may consider only those issues involving the matters that are the specific subjects of the appeal.

The City Council may, by majority vote, affirm, affirm in part, or reverse the Planning Commission’s decision to approve the project. If the City Council decides to affirm the Planning Commission’s decision to approve the project, the City Council may adopt additional conditions of approval that address the specific subjects of the appeal.

The City Council’s action must be supported by findings of fact based on the information before the Council when it hears and considers the appeal. Staff recommends that the City Council adopt a resolution denying the appeal and affirming the Planning Commission’s decision, with the resolution included as Attachment 14 and the Project Plans Attachment 7 and Mitigated Negative Declaration Attachment 6.

ANALYSIS:

Appeal of the Site Plan Review Permit
Pursuant to the MMC, a Site Plan Review (SPR) Permit is required prior to the construction of the proposed project. Approval of the SPR Permit requires findings which are included in the Resolution denying the appeal and affirming the Planning Commission’s decision (Attachment 14).

Issues Raised in Appeal
The primary issue raised in the appeal is based on the Environmental Review for the project being inadequate and incorporates the April 15, 2022 appeal comment letter (Attachment 5). The summary of issues in the appeal and the applicant’s response to these comments is contained in Attachment 12 which adds clarifying language to the applicants April 7, 2022 response to comments.

As a final consideration, the Applicant has noted that as an additional and independent means of complying with CEQA separate from the mitigated negative declaration, the project is exempt from CEQA review as a project consistent with a community plan, general plan or zoning policies for which an environmental impact report (EIR) was prepared. Specifically, the Applicant notes the project would qualify for the CEQA exemption under CEQA Section 21083.3 and CEQA Guidelines Section 15183 because it is consistent with the General Plan for which an EIR was prepared and there are no impacts peculiar to the project or parcel that were not covered by the EIR prepared for the General Plan. See Attachment 13 for additional details.

ALTERNATIVES:

As an alternative to adopting the Resolution recommended by Staff, the Council may elect to:

1. Move to adopt a Resolution of the City Council of the City of Madera denying the appeal of, and affirming the decision of, the Planning Commission’s approval of a Site Plan Review 2021- 41 (SPR 2021-41) as conditioned, and mitigated negative declaration (ENV 2021-61), (Amond World Cold Storage Warehouse Project) with the following modifications: (Specify – City Council should articulate reasons for modifications to findings and conditions of approval.)

2. Move to approve the appeal and deny Planning Commission’s approval Site Plan Review 2021- 41 (SPR 2021-41) and adoption of Mitigated Negative Declaration 2021-61, for SPR 2021-41, and direct Staff to return with an updated resolution reflective the same for final approval by the City Council (Specify – City Council should articulate reasons for approval of the appeal.) ATTACHMENTS:

1. Planning Commission Staff Report dated March 8th, 2022 (Attachments separately located as Agenda Item 3 located at https://www.madera.gov/wp-content/uploads/2022/03/MarchAgenda-with-Reports.pdf)

2. Planning Commission Staff Report dated April 12, 2022 (Attachments separately located as Agenda Item 2 located at https://www.madera.gov/wp-content/uploads/2022/04/April-Agendawith-Reports.pdf)

3. Planning Commission Resolution No. 1905

4. Exhibit A to Resolution – Conditions of Approval and MMRP

5. Appeal of Planning Commission determination by GSEJA dated received April 15, 2022

6. Initial Study/ Mitigated Negative Declaration (IS/MND) for SPR 2021-41 (Attachment separately located at:
https://www.madera.gov/home/departments/planning/#tr-current-projects-environmentalreview-2436011)

7. Project Plan set

8. Comment Letter from Lozeau Drury on behalf of GSEJA dated March 7, 2022

9. Response Letter from Applicant to Lozeau Drury Comment Letter dated March 22, 2022

10. Comment Letter from GSEJA dated April 4, 2022

11. Response Letter from Applicant to GSEJA Comment Letter dated April 7, 2022

12. Enhanced Response Letter from Applicant to GSEJA Comment Letter dated April 27, 2022

13. Comment Letter from Burke, Williams & Sorensen on behalf of Applicant dated April 28, 2022

14. Resolution Denying the Appeal and Affirming Planning Commission’s Approval of the Site Plan Review
Attachment 1 - Planning Commission Staff Report dated March 8th, 2022 https://www.madera.gov/wp-content/uploads/2022/03/March-Agenda-with-Reports.pdf Attachment 2 - Planning Commission Staff Report dated April 12, 2022 https://www.madera.gov/wp-content/uploads/2022/04/April-Agenda-with-Reports.pdf RESOLUTION NO. 1905

RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MADERA APPROVING SITE PLAN REVIEW 2021-41 (SPR 2021-41), AND MITIGATED NEGATIVE DECLARATION (ENV 2021-61), SUBJECT TO MITIGATION MEASURES (AMOND WORLD COLD STORAGE WAREHOUSE PROJECT)
WHEREAS, Origo Madera Cold, LLC (“Owner”) owns APN 013-20-004 in Madera, California (“site”); and
WHEREAS, the project site is a vacant 15.60-acre property located north of Aviation Drive on the west side of Golden State Boulevard and is planned and zoned for Industrial land uses; and WHEREAS, the applicant, VR Design Inc, is seeking a Site Plan Review (SPR) to allow for the construction of an industrial building of 253,947 square feet (sf) including a 6,203-sf employee office, as proposed by SPR 2021-41; and
WHEREAS, Environmental Assessment 2021-61 (ENV 2021-61), which includes an Initial Study/Mitigated Negative Declaration and a Mitigation Monitoring and Reporting Program, has been prepared, circulated, and made available for public comment pursuant to the California Environmental Quality Act (CEQA), Public Resources Code, sections 21000, et seq., the Guidelines for implementation of CEQA, Title 14 California Code of Regulations, Chapter 3, Section 15000, et seq., and the Madera Municipal Code; and
WHEREAS, under the City’s Municipal Code, the Planning Commission is authorized to review and approve site plan reviews and environmental assessments associated projects on behalf of the City; and
WHEREAS, the City provided notice of the Planning Commission hearing as required by law; and WHEREAS, the Planning Commission received and reviewed SPR 2021-41 and ENV 2021-61 at a duly noticed meeting on March 8, 2022; and
WHEREAS, on March 8, 2022, the Planning Commission opened the public hearing, closed the public hearing for SPR 2021-41 and ENV 2021-61 and continued the item to the next meeting on April 12, 2022; and
WHEREAS, the Planning Commission received and reviewed SPR 2021-41 and ENV 2021-61 at a duly noticed meeting on April 12, 2022; and
WHEREAS, the Planning Commission has completed its review of the staff report and documents submitted for SPR 2021-41 and ENV 2021-61, evaluated the information contained in the mitigated negative declaration, and considered testimony received as a part of the public hearing process; and WHEREAS, the Planning Commission now desires to approve ENV 2021-61 and SPR 2021-41, subject to conditions of approval and mitigation measures.

NOW THEREFORE, be it resolved by the Planning Commission of the City of Madera as follows:
---

1. Recitals: The above recitals are true and correct and are incorporated herein.

2. CEQA: The Planning Commission finds an environmental assessment initial study and mitigation monitoring and reporting program were prepared for this project in accordance with the requirements of the California Environmental Quality Act (CEQA) Guidelines. This process included the distribution of requests for comment from other responsible or affected agencies and interested organizations. Preparation of the environmental assessment necessitated a thorough review of the proposed project and relevant environmental issues. Based on this review and assessment, the Planning Commission finds that although the project could have a significant effect on the environment, there will not be a significant effect because mitigation measures have been identified to reduce the significant direct, indirect or cumulative effects on the environment, and that a Mitigated Negative Declaration is appropriate for this project. The Planning Commission further finds the Initial Study and Mitigated Negative Declaration were timely and properly published and noticed as required by CEQA. As such, the Planning Commission adopts a Mitigated Negative Declaration (ENV 2021-61) and the mitigation monitoring and reporting program for the project.

3. Findings for SPR 2021-41: The Planning Commission finds and determines that there is substantial evidence in the administrative record to support the approval of SPR 2021-41, as conditioned.

With conditions, the project is consistent with the requirements of the Municipal Code, including Sections 10-3.4 and Sections 10-3.1001 through 10-3.1004. The Planning Commission further approves, accepts as its own, incorporates as if set forth in full herein, and makes each and every one of the findings, based on the evidence in the record, as follows:
a. The proposal is consistent with the General Plan and Zoning Ordinance.

The property is zoned I (Industrial), which is consistent with the existing General Plan land use designation of I (Industrial). SPR 2021-41 is consistent with the purpose and intent of the I (Industrial) zoning district and does not conflict with City standards or other provisions of the Code.
b. The proposal is consistent with any applicable specific plans.

The property has a specific plan overly with Specific Plan number 1. The proposal is consistent with the existing specific plan and identified development standards within this Specific plan.

The project meets the purpose and intent of the specific plan. c. The proposed project includes facilities and improvements; vehicular and pedestrian ingress, egress, and internal circulation; and location of structures, services, walls, landscaping, and drainage that are so arranged that traffic congestion is avoided, pedestrian and vehicular safety and welfare are protected, there will be no adverse effects on surrounding property, light is deflected away from adjoining properties and public streets, and environmental impacts are reduced to acceptable levels.

The project (SPR 2021-41) has been reviewed and is consistent with surrounding uses and with all applicable requirements for development in the Industrial zoning district, including provisions for access to and from the site, parking and loading facilities, drainage, lighting, onsite and off-site improvements. Based on the environmental analysis prepared, the project will not generate significant amounts of noise, light, traffic, or other environments impacts.

Commissioners Robert Gran Jr., Ryan Cerioni, Ramon Lopez-Maciel, Rohi Zacharia Khubaib Sheikh
None
None
Commissioner Balwinder Singh
d. The proposed project is consistent with established legislative policies relating to traffic safety, street dedications, street improvements, and environmental quality.

The project (SPR 2021-41) will be required to install street improvements in accordance with City standards. Related infrastructure improvements will also be required for curb, gutter, storm drainage, utilities and other related street infrastructure in conformance with City standards. The project site has access to Aviation Drive via the proposed Condor Dr. street improvement, which can accommodate traffic generated from the proposed project. Based on the environmental analysis prepared, the project will not have a significant impact on traffic or the environment.

4. Approval of SPR 2021-41: Given that all findings can be made, the Planning Commission hereby approves SPR 2021-41 as conditioned as set forth in the Conditions of Approval attached as Exhibit "A."

5. Effective Date: This resolution is effective immediately. * * * * *
Passed and adopted by the Planning Commission of the City of Madera this 12th day of April 2022, by the following vote:

AYES:

NOES:

ABSTENTIONS:

ABSENT:

Attest:
- ? a
Gary Con;?,2AICP
Planning Manager
Exhibit "A" - Conditions of Approval for SPR 2021-41
Robert Gran Jr.

Planning Commission Chairpers n
Exhibit "B" - Mitigation Monitoring and Reporting Program for ENV 2021-61 EXHIBIT “A”
SPR 2021-41 AND ENV 2021-61 AMOND WORLD COLD STORAGE WAREHOUSE PROJECT

CONDITIONS OF APPROVAL AND MITIGATION MONITORING AND REPORTING PROGRAM April 12, 2022
Notice to Applicant
In accordance with the provisions of Government Code Section 66020(d)(1), the imposition of fees, dedications, reservations, or exactions for this project are subject to protest by the project applicant at the time of approval or conditional approval of the development or within ninety (90) calendar days after the date of imposition of fees, dedications, reservation, or exactions imposed on the development project.

This notice does not apply to those fees, dedications, reservations, or exactions which were previously imposed and duly noticed; or where no notice was previously required under the provisions of Government Code Section 66020(d)(1) in effect before January 1, 1997.

IMPORTANT: PLEASE READ CAREFULLY
This project is subject to a variety of discretionary conditions of approval. These include conditions based on adopted City plans and policies; those determined through site plan review, and environmental assessment essential to mitigate adverse effects on the environment including the health, safety, and welfare of the community; and recommended conditions for development that are not essential to health, safety, and welfare, but would on the whole enhance the project and its relationship to the neighborhood and environment.

Approval of this permit shall be considered null and void in the event of failure by the applicant and/or the authorized representative, architect, engineer, or designer to disclose and delineate all facts and information relating to the subject property and the proposed development.

Approval of this permit may become null and void in the event that development is not completed in accordance with all the conditions and requirements imposed on this permit, the zoning ordinance, and all City standards and specifications. This permit is granted, and the conditions imposed, based upon the application submittal provided by the applicant, including any operational statement. The application is material to the issuance of this permit. Unless the conditions of approval specifically require operation inconsistent with the application, a new or revised permit is required if the operation of this establishment changes or becomes inconsistent with the application. Failure to operate in accordance with the conditions and requirements imposed may result in revocation of the permit or any other enforcement remedy available under the law. The City shall not assume responsibility for any deletions or omissions resulting from the review process or for additions or alterations to any construction or building plans not specifically submitted and reviewed and approved pursuant to this permit or subsequent amendments or revisions. These conditions are conditions imposed solely upon the permit as delineated herein and are not conditions imposed on the City or any third party. Likewise, imposition of conditions to ensure compliance with federal, state, or local laws and regulations does not preclude any other type of compliance enforcement.

Discretionary conditions of approval may be appealed. All code requirements, however, are mandatory and may only be modified by variance, provided the findings can be made.

All discretionary conditions of approval for SPR 2021-41 (Amond World Cold Storage Warehouse Project) will ultimately be deemed mandatory unless appealed by the applicant to the City Council within ten (10) days after the decision by the Planning Commission. In the event you wish to appeal the Planning Commission’s decision or discretionary conditions of approval, you may do so by filing a written appeal with the City Clerk. The appeal shall state the grounds for the appeal and wherein the Commission failed to conform to the requirements of the zoning ordinance. This should include identification of the decision or action appealed and specific reasons why you believe the decision or action appealed should not be upheld.

These conditions are applicable to any person or entity making use of this permit, and references to “developer” or “applicant” herein also include any applicant, property owner, owner, successors-ininterest, lessee, operator, or any other person or entity making use of this permit. Furthermore, “project site” refers to the portions of APN 013-200-005 that are being developed under SPR 2021-41 by the applicant. The following conditions apply only to these portions of the subject site, unless specifically noted otherwise.

GENERAL CONDITIONS

1. All conditions of approval shall be the sole financial responsibility of the applicant/owner, except where specifically noted in the conditions or mandated by statutes.

2. The applicant shall submit to the City of Madera Planning Department a check in the amount necessary to file a Notice of Determination at the Madera County Clerk. This amount shall equal the Madera County filing fee in effect at the time of filing. Such check shall be made payable to the Madera County Clerk and submitted no later than three (3) days following action on SPR 2021-

41. 3. Project approval is conditioned upon acceptance of the conditions of approval contained herein, as evidenced by the applicant’s signature on the Acknowledgement and Acceptance of Conditions of Approval.

4. SPR 2021-41 will expire one (1) year from the effective date, unless a building permit is issued by the Building Official and construction is commenced and diligently pursued toward completion of the site or structures which were the subject of the site plan review or the required action is taken to extend the approval before expiration date (Municipal Code Section 10-3.4.0114, Lapse of Site Plan Approval).

5. It shall be the responsibility of the property owner, operator, and/or management to ensure that any required permits, inspections, and approvals from any regulatory agency be obtained from the applicable agency prior to issuance of a building permit and/or the issuance of a certificate of completion, as determined appropriate by the City of Madera Planning Department.

6. Deferrals are not permitted for any condition included herein, unless otherwise stated.

7. Development of the project shall conform to the plans designated by the City including those submitted and dated 02.23.2022 and comprising 29 pages (including L 1.0 received 2/25/2022), subject to the conditions noted herein. Minor modifications to the approved Site Plan Review 2021-41 Improvement Plans necessary to meet regulatory, engineering or similar constraints may at a minimum be made at the discretion and approval of the Planning Manager. However, should the Planning Manager determine that modifications are substantive, he/she may require that an amendment to SPR 2021-41 be filed for review and approval through the applicable City process.

8. Any proposed modifications to the approved site plan and elevations of SPR 2021-41, including but not limited to building exteriors, access drive locations, parking/loading areas, fence/walls, lighting, new buildings, landscaping or use of the site shall require an amendment (modification) to SPR 2021-41 as specified in the MMC.

9. Site Plan Review 2021-41 approval is not an authorization to commence construction. On- and off-site improvements, building construction, sign erection or occupancy shall not be permitted without prior approval of the City through issuance of any required grading, encroachment, or building permits.

10. The site or building plans submitted for any building permit applications shall reflect changes required by the herein listed conditions of approval.

11. It shall be the responsibility of the applicant, property owner and/or successor-in-interest to ensure that any required permits, inspections, and approvals from any regulatory agency shall be obtained from the concerned agency prior to establishment of the use.

12. The applicant, property owner and/or successors-in-interest shall comply with all federal, State and local laws. Material violation of any applicable laws concerning the use of subject site will be cause for revocation of SPR 2021-41.

13. Approval of this project is for the benefit of the applicant. The submittal of applications by the applicant for this project was a voluntary act on the part of the applicant not required by the City.

Therefore, as a condition of approval of this project, the applicant agrees to defend, indemnify, and hold harmless the City of Madera and its agents, officers, consultants, independent contractors, and employees (“City”) from any and all claims, actions, or proceedings against the City to attack, set aside, void, or annul an approval by the City concerning the project, including any challenges to associated environmental review, and for any and all costs, attorneys’ fees, and damages arising therefrom (collectively “claim”).

The City shall promptly notify the applicant of any claim and the City shall cooperate fully in the defense. If the City fails to promptly notify the applicant of any claim or if the City fails to cooperate fully in the defense, the applicant shall not thereafter be responsible to defend, indemnify, or hold harmless the City.

Nothing in this condition shall obligate the City to defend any claim and the City shall not be required to pay or perform any settlement arising from any such claim not defended by the City, unless the City approves the settlement in writing. Nor shall the City be prohibited from independently defending any claim, and if the City does decide to independently defend a claim, the applicant shall be responsible for City’s attorneys’ fees, expenses of litigation, and costs for that independent defense, including the costs of preparing any required administrative record.

Should the City decide to independently defend any claim, the applicant shall not be required to pay or perform any settlement arising from any such claim unless the applicant approves the settlement.

14. The project shall comply with all mitigation measures contained in the attached Mitigation Monitoring and Reporting Program.

PLANNING DEPARTMENT
General Conditions

15. All on-site improvements shall be completed prior to final building inspection and shall be completed in conformance with SPR 2021-41 to the satisfaction of the City of Madera prior to issuance of a certificate of completion.

16. The project site shall be subject to periodic reviews and inspection by the City to determine compliance with the conditions of approval and applicable codes. If at any time, the use is determined by staff to be in violation of the conditions, the property owner, operator, and/or manager may be subject to corrective action.

17. Vandalism and graffiti shall be corrected in accordance with the provisions of the Madera Municipal Code.

18. The property owner, operator, and/or manager shall operate the site in a manner that does not generate noise, odor, blight, or vibration that adversely affects adjacent properties and shall keep the property clear of all trash, rubbish, and debris at all times.

19. Occupancy or use is subject to the issuance of a Business License.

Building Architecture, Materials and Colors

20. All roof and ground mounted utility, electrical and mechanical equipment shall be screened to the specifications of the Planning Department. If ground mounted, applicant shall identify proposed methods to architecturally integrate equipment locations or identify proposed methods to screen equipment using landscaping. Any roof mounted equipment placements shall be completely screened from view and architecturally integrated into the roof using roof wells or continuous building perimeter fascia screening. Any wall mounted equipment shall be painted to match the exterior wall.

21. All ducts and vents penetrating roofs or exterior building walls shall be directed away from the front of project site entrance sides of the buildings using methods to minimize their appearance and visibility from the street. All roof mounted ducts and vents shall be painted matt black or with a color better suited to minimize their appearance.

22. Fire sprinkler risers shall be located within the interior of the buildings or located out of public view.

23. Prior to submittal of a building permit, applicant and / or successors-in-interest shall identify the following information on one (1) or more site plans for the Planning Department review and approval:
a) Location of natural gas and electrical utility meters. b) Location of all exterior heating, ventilation and air conditioning (HVAC) and / or evaporative cooler equipment.
c) Location of exterior mechanical and electrical equipment.

24. Any ground mounted electrical transformer or other type of ground mounted electrical cabinet shall be screened from the public viewshed visible from Condor Road.

25. Roof access ladders on buildings shall be located within the interior of the buildings or out of public view.

26. Prior to submittal of a building permit application, the applicant shall submit to the Planning Department for review and approval, a materials and color presentation board(s) detailing building; mechanical enclosure; and trash enclosure materials, colors (minimum of three) and color elevations. All mechanical equipment shall be screened from view.

27. Prior to submittal of a building permit application, the applicant shall submit to the Planning Department for review and approval, a photometric plan including type and specifications of exterior lighting fixtures to be installed on the site. All exterior lighting shall be directed away from adjoining properties, shielded against the night sky, and not interfere with the driving safety of vehicular traffic. Exposed bulbs are not permitted.

Parking

28. Parking areas shall be constructed according to the conditionally approved site plan. Any deviation from the conditionally approved site plan shall be evaluated by the Planning Manager to determine the need for modification to the site plan. Flow through planters shall be incorporated to all landscape parking areas.

29. Off-street parking areas shall be paved and maintained so as to eliminate dust or mud and shall be so graded and drained as to dispose of all surface water. In no case shall such drainage be allowed to cross sidewalks, unless approved by the City Engineer.

30. Parking areas shall be constructed in accordance with City of Madera Standard E-4, have a width of not less than nine (9) feet and a length of not less than nineteen (19) feet except that up to 25 percent of the required parking spaces may be designated for compact car use.

31. No wheel stops shall be incorporated into the parking field/parking space layout except to allow for the protection of plantings, buildings, structures, trees, etc. In no case, will any parking space incorporate a wheel stop to provide for less than a nine (9) foot by nineteen (19) foot dimension parking space.

32. No overnight outdoor storage of materials or equipment shall be permitted. Parking of vehicles in parking lot shall be limited to seventy-two (72) consecutive hours. Storage or parking of inoperative vehicles in the parking lot shall be prohibited.

33. The site’s parking area shall not be used for alternative uses other than parking of vehicles.

34. Plans of the proposed parking area shall be submitted to the Building Department at the time of an application for a building permit for any building to which the parking area is accessory. The plans shall clearly indicate the proposed development, including the location, size, shape, design, curb cuts, lighting, landscaping, and other features and appurtenances of the proposed parking lot.

Trash Enclosures

35. Outdoor trash areas shall be screened on three sides with masonry wall composed of an exterior cement plaster finish painted consistent with building colors to reduce the visual appearance from Condor Road.

36. Trash enclosures gates shall be composed of metal and shall be hinged on the outside with cane bolts to hold the gates open.

37. Driveways or travel aisles shall provide unobstructed access for waste collection vehicles to directly access trach enclosures without need of the waste hauler to rollout or reorient waste bins for loading operations, consistent and compliant with the servicing requirements established by the City’s waste hauling operations. In loading areas, the minimum overhead vertical clearance shall be twenty-two (22) feet for loading operations.

38. Separate containers shall be provided for compositable/food waste in accordance with State requirements.

Fencing

39. All walls and fences shall be consistent with the Madera Municipal Code. No wall or fence shall exceed a maximum height of six (6) feet measured from finish grade. Installation of barbed wire or other form of security wire is prohibited.

40. Fencing materials, location, and height shall conform to those listed on the approved Site Plan. All fences shall be properly maintained so as not to create a hazard, public nuisance, or blight in the surrounding neighborhood.

Landscaping

41. Landscaping shall be installed in accordance with the submitted landscape sheets L1.0, showing landscaping on the south and west property lines, subject to final approval by the Planning Manager prior to issuance of building permits.

42. The Landscaping plan shall include a landscaped 10’ berm along the eastern property line, subject to final approval by the Planning Manager prior to issuance of building permits.

43. The Landscaping plan shall include a landscaping along the northern property line, subject to final approval by the Planning Manager prior to issuance of building permits.

44. Landscape and irrigation plan shall be prepared by a licensed Landscape Architect and submitted as part of the submittals for a building permit. Landscape and irrigation plans shall comply with all the specific landscape requirements and be approved by the Planning Department, unless specific deviation from the standards are approved by the Planning Manager, prior to issuance of building permits. The plans shall:
a) Demonstrate compliance with the State of California’s Model Water Efficient Landscape Ordinance (MWELO);
b) Provide permanent automatic irrigation systems for all landscaped areas with design to have moisture and/or rain sensor shutoff (weather based automatic, self-adjusting), minimize irrigation runoff, promote surface infiltration where possible, minimize the use of fertilizers and pesticides that can contribute to storm water pollution; c) Provide vegetative matter coverage of a minimum of seventy percent (70%) of all landscaped areas;
d) Street trees shall be planted at a maximum thirty (30) foot intervals. Street tree selection shall be from the City’s “Approved City Street Tree List”. Trees must be established to the satisfaction of the planning Manager after five (5) years or shall be enhanced or replaced subject to the above condition for a further five (5) year period of establishment or to the Planning Managers satisfaction;
e) Locate landscape material in such a way that it does not interfere with utilities above or below ground. All existing and proposed site utility features shall be fully screened with landscaping at appropriate clearances. A detail of screening shall be included on the plans and approved prior to building permit issuance and subject to Planning Manager review; and
f) Provide detailed planting lists for all landscaping, with the number, size, spacing (where applicable) and species of all plant life and groundcover, as well as tree staking, soil preparation techniques for all landscaped areas.
g) Where feasible, landscaping shall be designed and operated to treat stormwater runoff by incorporating elements that collect, detain, and infiltrate runoff, particularly the use of flow through planters from areas of impermeable paving (such as parking and circulation areas). In areas of water detention species shall be tolerant of saturated soil conditions and prolonged exposure to water shall be specified.

45. Parking lot shade trees should be planted within the parking area to provide a minimum of 50% shade coverage over parking bays at high noon or a rate of one 24” box tree for each 3 parking stalls including loading stalls.

46. On-site and off-site landscaping and irrigation shall not be installed until a landscape plan(s) is approved by the Planning Department. Any deviation from the approved plan(s) shall require written request and approval by the Planning Department.

47. Approved landscape and irrigation plan(s) shall be fully installed and operational prior to granting occupancy.

48. The property owner, operator, and/or manager shall develop and submit to the Planning Department for review and approval, prior to issuance of a building permit certificate of completion, a landscape maintenance and irrigation program for the first three (3) years to ensure that streetscapes and landscaped areas are installed and maintained as approved under SPR 2021-

41. 49. The property owner shall maintain all landscaping in a healthy and well-manicured appearance.

This includes, but is not limited to, ensuring properly operating irrigation equipment at all times, trimming and pruning of trees and shrubs, and replacing dead or unhealthy vegetation with drought-tolerant plantings.

50. A maintenance agreement is required for all landscaping located within the public right-of-way.

Such agreement shall be entered into prior to issuance of a certificate of completion.

Signage

51. No signs apart from “No Parking” and are approved as part of SPR 2021-41. Approval of SPR 2021- 41 constitutes neither a basis for, nor approval of, any exceptions to the Madera Sign Ordinance Section 10.6 and all permanent signage is required to have an approved Sign Permit issued by the Planning Department per Madera Municipal Code Section 10-6.

52. Applicant shall prepare and submit a Master Sign Program for the purpose of providing a cohesive, complementary, and proportionate signage for the entire project site. Master Sign Program shall at a minimum: 1) identify and define complex on-building and freestanding identification signage allowance, type, dimensions, material, colors, and location; 2) directional signage allowance, type, dimensions, material, color and location(s); 3) on-building signage allowances type, dimensions, material color and locations for each building as well as for individual tenant; and 4) address sign designs – no plastic, vinyl or similar type of material shall be used for building addresses. Master Sign Program is subject review and approval of the Planning Department prior to submittal of a building permit application.

ENGINEERING
General Conditions

53. Nuisance onsite lighting shall be redirected as requested by City Engineer within 48 hours of notification.

54. Impact fees shall be paid at time of building permit issuance.

55. The developer shall pay all required fees for completion of the project. Fees due may include but shall not be limited to the following: plan review, easement acceptance, encroachment permit processing and improvement inspection fees.

56. Improvement plans shall be signed and sealed by an engineer and submitted to the Engineering Division according to the Engineering Plan Review Submittal Sheet and Civil Plan Check Submittal Checklist.

57. The improvement plans for the project shall include the most recent version of the City’s General Notes.

58. Prior to the construction of improvements within the City right-of-way, an Encroachment Permit will be required from the Engineering Division.

59. All off-site improvements shall be completed prior to issuance of final occupancy.

60. The developer shall coordinate with the United States Post Office relative to the proposed location of the postal boxes for the project.

Water

61. The developer shall confirm the existence of a 12-inch water main along Condor Road from Aviation Drive to Yeager Drive from which water service connections can be made. Should it be determined that said water line does not exist, the developer shall install water line between Aviation Drive and Yeager Drive.

62. New or existing water service connection(s), including landscape areas, shall be constructed or upgraded to current City standards including Automatic Meter Reading (AMR) water meter installed within City right-of-way and backflow prevention device installed within private property. Each parcel shall have a separate water service.

63. A separate water meter and backflow prevention device will be required for landscape areas.

64. Existing water service connections that will not be used for the project shall be abandoned at the mains per City of Madera standards.

65. Existing wells, if any, shall be abandoned as directed and permitted by City of Madera for compliance with State standards, prior to issuance of building permits or any activities in which the well to be abandoned may be further damaged resulting in potential contamination to the aquifer below.

Sewer

66. New or existing sewer service connection(s) shall be constructed or upgraded to current City standards. Each parcel shall have a separate sewer service.

67. Sewer main connections six (6) inches and larger in diameter shall require manhole installation.

68. The developer shall construct, at a minimum, a 12-inch sewer main from the intersection of Aviation Drive and Condor Road to the most southern property line of the proposed project on Condor Road in accordance with Madera Airport Area Infrastructure Master Plan-Final. Between the southern and northern property lines, a minimum 10-inch sewer main shall be constructed.

The oversize component (difference in cost between the pipe installed and 8-inch pipe) of the construction of the sewer main on Condor Road is considered reimbursable, subject to the availability of funds, under the City’s Development Impact Fee Program.

69. Existing sewer service connections that will not be used for the project shall be abandoned at the mains per current City of Madera standards.

70. Existing septic tanks, if found, shall be removed, permitted and inspected by City of Madera Building Department.

Storm Drain

71. Storm runoff from this project is planned to go to the Airport Basin located south of this project.

Runoff volume calculations shall be provided, and the developer shall excavate the basin to an amount equivalent to this project’s impact on the basin. Dirt shall be stockpiled in a location designated by the Madera Irrigation District (MID). MID shall be contacted prior to contractor securing permission to enter basin. Water runoff from the site must be cleaned prior to entering the existing City owned storm water system to the satisfaction of the MID through the use of an on-site oil/water separator or drop inlet inserts at drop inlets that receive runoff from the site.

72. A Madera Irrigation District (MID) approval block shall be shown on the final improvement plans.

73. The developer shall verify whether the storm drain outlet to the west of the proposed project parcel will need to be addressed in regard to cleaning runoff prior to entering the outlet to the satisfaction of MID.

74. Developer shall construct a 48-inch storm drain pipeline from Aviation Drive to the southern project property line and a 42-inch pipeline along the property frontage to the northern property line in Condor Road in accordance with the City’s Storm Drainage Master Plan. The construction of this line is considered 100% reimbursable, subject to the availability of funds, under the City’s Development Impact Fee Program.

75. This project shall, as applicable, comply with the design criteria as listed on the National Pollutant Elimination Systems (NPDES) General Permit for Storm Water Discharges from Small Municipal Separate Storm Sewer System (MS4’s) as mandated by Water Quality Order No. 2013-0001-DWQ, NPDES General Permit No. CAS000004. For the purpose of this proposed development, post development runoff shall match or be less that pre-development runoff. The development shall be subject to future inspections by City or other designated agencies relative to the improvements installed as a result of this condition to ensure they remain in compliance with the conditions imposed under this condition relative to retention or treatment of storm water. This portion of this condition with regard to post development runoff volume shall be satisfied subject to the Madera Irrigation District acceptance of increased in runoff volume.

Streets

76. The east half of Condor Road along the entire project frontage shall be improved to an 80-foot collector roadway standard. The east half of the street shall include but not be limited to fire hydrants, streetlights, curb and gutter, park strip, sidewalk, and a 28-foot paved asphalt section.

The west half of the street shall include one permanently paved 12-foot travel lane, one half (6- feet) of a 12-foot center turn lane and a paved 1-foot shoulder and drainage swale; or one 12- foot travel lane, one half (6-feet) of a 12-foot center turn lane and a combination of shoulder/AC dike and drain inlets as may be necessary to accommodate existing and completed project storm runoff. The center three lanes (36-feet total) are eligible for reimbursement through the City’s Development Impact Fee program, subject to the availability of funds.

77. A 26-foot paved asphalt section with 24-feet striped shall be constructed on Condor Road from the southern property line of the project parcel to Aviation Drive with a minimum 50-foot transition to the full collector roadway or a sufficient length supported through presentation of turning moving templates for the largest anticipated vehicle accessing the site. The paved portion of this improvement, if constructed to permanent structural section, is eligible for reimbursement through the City’s Development Impact Fee program, subject to the availability of funds.

78. Note, there are existing design drawings for the ultimate road buildout of the west side of Condor Road adjacent to the Madera County Sheriff’s building, available upon request.

79. An approved off-site turn-around, or cul-de-sac, shall be provided at the end of Condor Road sufficient for fire apparatus turning movements or as may be determined by the Fire Marshal.

80. A permanent curb return shall be constructed on the east half of Condor Road at the intersection of Condor Road and Aviation Drive in its ultimate location in accordance with City and ADA Standards.

81. Curb access ramps shall be constructed at all curb returns in accordance with current City and ADA standards.

82. All proposed drive approaches on Condor Road shall be constructed to street-type entrances in accordance with City and ADA standards with minimum face of curb radii of 15 feet and maximum width of 40 feet to accommodate truck turn movements into the site without impacting egress.

83. The driveway approach shall have a minimum throat length of thirty (30) feet from face of curb.

The throat length shall be justified based on anticipated operation of the facility and the ability to ensure vehicle queues do not extend into the public right-of-way.

84. The developer shall confirm adequate sight distance is provided for vehicles exiting Condor Road at Aviation Drive and provide any necessary mitigation measures if sight distance at this location is insufficient. Mitigation of sight distance concerns may also be addressed through extension of Condor Road north to Yeager Drive. The paved portion of any extension using permanent structural section would be considered reimbursable.

85. “No Parking” signs shall be installed along the Condor Road project frontage in accordance with City standards.

86. The developer shall install streetlights along the Condor Road project frontage in accordance with current City Standards. Streetlights shall be LED using Beta Lighting standards or equivalent in accordance with City of Madera Standards.

87. The developer shall dedicate a Public Utility Easement 10-feet wide along the entire project parcel frontage on Condor Road. A $466 fee or the fee in effect at that time for grant easement or deed acceptance shall be paid with the Engineering Department.

88. The developer shall annex into and execute such required documents that may be required to participate in Landscape Maintenance District Zone 1 for the purpose of participating in the cost of maintaining landscape improvements within said zone.

89. All existing and proposed public utilities (electric, telephone, cable, etc.) shall be undergrounded, except transformers, which may be mounted on pads. Public utility easements shall be dedicated outside and adjacent to all streets rights-of-way. All public utilities within the project property and adjacent to the project property frontage on peripheral streets (on the development side of the street centerline) shall be placed underground except those facilities exempted by the Public Utilities Commission Regulations or operating at 70,000 volts or greater.

BUILDING DEPARTMENT

90. Submit five (5) full sets and one (1) full digital set in Portable Document Format (PDF) of plans for review and approval prior to obtaining all required permits for construction of project.

91. A building permit is required for all construction on the site.

92. A business license is required, and a business license inspection shall be conducted prior to operation.

93. State and federal accessibility requirements shall apply to the entire site and all structures and parking thereon. Compliance shall be verified at the permit stage and confirmed at final inspection.

FIRE DEPARTMENT

94. Permits shall be submitted for the required fire sprinklers, fire alarm, underground fire main systems, and fire pump.

95. A Knox Box type and location must be reviewed and approved and must be provided for access.

96. Fire Lanes are required at the site and must be clearly posted with signs and red curb according to City Standards.

97. Sufficient clearances and height limits shall be applied to landscaping surrounding and existing or proposed fire hydrants or FDCs, so that it may not interfere with access or visibility.

98. If high piled storage is proposed, it must comply with Chapter 32 of the California Fire Code. This includes increased fire sprinkler density, fire access doors, smoke and heat vents, etc.

99. Fire extinguisher placement shall comply with the CFC. 100. The address shall be posted and plainly visible from the street. 101. Provision shall be made in the project design and construction to allow for the discharge of fire sprinkler test water to an on-site vegetated area. If this is not feasible, provide for discharge to the sanitary sewer in accordance with the current plumbing codes. 102. On site fire hydrants shall be required due to the size of the structure. 103. Additional public road access must comply with the CFC including Appendix D, as well as the City of Madera Engineering Department Standards.

AIRPORT LAND USE COMMISSION
104. No component of operations of the facility shall create, or cause to be created, electrical interference with aircraft communications or navigation; and 105. No component of operations of the facility shall create, or cause to be created, any form of visual or other sensory distractions to those aircraft landing or taking off from the airport.

SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT
106. Applicant shall consult with and shall comply with the requirements of the San Joaquin Valley Air Pollution Control District (SJVAPCD), including but not limited to compliance with Regulation VIII (Fugitive PM10 Prohibitions), Rules 2010 and 2201 (Air Quality Permitting for Stationary Sources), Rule 9410 (Employer Based Trip Reduction), and Rule 9510 (Indirect Source Review). 107. Applicant shall submit to, and have approved by, the SJVAPCD an Authority to Construct (ATC) application and present a copy of an approved ATC application to the City prior to issuance of a grading or building permit.
108. Applicant shall submit to, and have approved by, the SJVAPCD an Air Impact Assessment (AIA) application prior to issuance of a grading or building permit. 109. Applicant shall submit to, and have approved by, the SJVAPCD a “Dust Control Plan” and present a copy of an approved Dust Control Plan to the City prior to issuance of a grading or building permit.
-END OF CONDITIONS-
Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)
Mitigation Monitoring
and Reporting Program
This Mitigation Monitoring and Reporting Program (MMRP) has been formulated based upon the findings of the Initial Study/Mitigated Negative Declaration (IS/MND) for the Amond World Cold Storage Warehouse (SPR 2021-041) in the City of Madera. The MMRP lists mitigation measures recommended in the IS/MND for the Project and identifies monitoring and reporting requirements.

Table presents the mitigation measures identified for the proposed Project. Each mitigation measure is numbered with a symbol indicating the topical section to which it pertains, a hyphen, and the impact number.

The first column of Table identifies the mitigation measure. The second column, entitled “When Monitoring is to Occur,” identifies the time the mitigation measure should be initiated. The third column, “Frequency of Monitoring,” identifies the frequency of the monitoring of the mitigation measure. The fourth column, “Agency Responsible for Monitoring,” names the party ultimately responsible for ensuring that the mitigation measure is implemented. The last columns will be used by the City of Madera to ensure that individual mitigation measures have been complied with and monitored.

Chapter 5
Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Table 5-1 Mitigation Monitoring and Reporting Program
Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
Biological Resources
Mitigation Measure BIO-1.1: 14
days prior to Project activities, a
pre-construction survey shall be
conducted by a qualified biologist
knowledgeable in the identification
of burrowing owls. The preconstruction survey shall include walking transects to identify
presence of burrowing owls and
their burrows. For burrowing owls,
the transects shall be spaced at no
greater than 30-foot intervals to
obtain a 100 percent coverage of
the Project site and a 250-foot
buffer.

1. If no evidence of this species is
detected, no further action is
required.

2. If dens or burrows that could
support these species are
discovered during the preconstruction survey, avoidance buffers outlined below shall be
established. Unless a qualified
biologist approves and
monitors development
activity, no work shall occur
within these buffers.
14 days prior to
Project
Construction
Prior to and
During Project
Construction
City of Madera
Review of
Documentation
Submittal

Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
Burrowing Owl (active
burrows):
a. Non-breeding season
(September 1 to
January 31): 160 feet
b. Breeding season
(February 1 to August
31): 250 feet
Mitigation Measure BIO-1.2: If
Project activities must occur during
the nesting season (February 1 to
September 15), pre-activity nesting
bird surveys shall be conducted
within seven (7) days prior to the
start of construction on the
construction site and a 500-foot
buffer for raptors (other than
Swainson’s hawk).

1. If no active nests are found,
no further action is
required. However, existing
nests may become active,
and new nests may be built
at any time prior to and
throughout the nesting
season, including when
construction activities are
in progress.

2. If active nests are found
during the survey or at any
time during construction of
the Project, an avoidance
7 days prior to
Project
Construction
Prior to and
During Project
Construction
City of Madera
Review of
Documentation
Submittal

Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
buffer ranging from 50 feet
to 500 feet may be
required, with the
avoidance buffer from any
specific nest being
determined by a qualified
biologist. The avoidance
buffer will remain in place
until the biologist has
determined that the young
are no longer reliant on the
adults or the nest. Work
may occur within the
avoidance buffer under the
approval and guidance of
the biologist, but full-time
monitoring may be
required. The biologist shall
have the ability to stop
construction if nesting
adults show any sign of
distress.

Mitigation Measure BIO-1.3: If
Project activities must occur during
the Swainson’s hawk nesting
season (February 15 to August 31),
pre-construction surveys shall be
conducted for Swainson’s hawk
nests in accordance with the
Recommended Timing and
Methodology for Swainson’s Hawk
Nesting Surveys in California’s
Prior to Project
Construction
Prior to and
During Project
Construction
City of Madera
Review of
Documentation
Submittal

Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
Central Valley, Swainson’s Hawk
Technical Advisory Committee
(CDFG, 2000). The surveys would
be conducted on the Project site
plus a 0.5-mile buffer. To meet the
minimum level of protection for the
species, surveys shall be conducted
during at least two survey periods.

1. If no Swainson’s hawk nests
are found, no further action
is required.

2. If an active Swainson’s
hawk nest is discovered at
any time within 0.5 miles of
active construction, a
qualified biologist shall
complete an assessment of
the potential for current
construction activities to
impact the nest. The
assessment would consider
the type of construction
activities, the location of
construction relative to the
nest, the visibility of
construction activities from
the nest location, and other
existing disturbances in the
area that are not related to
the construction activities
of this Project. Based on
this assessment, the
Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
biologist will determine if
construction activities can
proceed and the level of
nest monitoring required.

Construction activities shall
not occur within 500 feet of
an active nest, but this
distance may be reduced
depending upon conditions
at the site. Full-time
monitoring to evaluate the
effects of construction
activities on nesting
Swainson’s hawks may be
required. The qualified
biologist shall have the
authority to stop work if it
is determined that Project
construction is disturbing
the nest. These buffers may
need to increase depending
on the sensitivity of the
nesting Swainson’s hawk to
disturbances and at the
discretion of the qualified
biologist.

Cultural Resources
Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
Mitigation Measure CUL-1: “The
Planning Department shall be
notified immediately if any
prehistoric, archaeologic, or fossil
artifact or resource is uncovered
during construction. All
construction must stop and an
archaeologist that meets the
Secretary of the Interior’s
Professional Qualifications
Standards in prehistoric or
historical archaeology shall be
retained to evaluate the finds and
recommend appropriate action.”
During Project
Construction
During Project
Construction City of Madera
Review of
Documentation
Submittal
Mitigation Measure CUL-2: “All
construction must stop if any
human remains are uncovered,
and the County Coroner must be
notified according to Section
7050.5 of California’s Health and
Safety Code. If the remains are
determined to be Native
American, the procedures outlined
in CEQA Section 15064.5 (d) and
(e) shall be followed.”
During Project
Construction
During Project
Construction City of Madera
Review of
Documentation
Submittal
Mitigation Measure CUL-3: “All
construction must stop if any
human remains are uncovered,
and the County Coroner must
be notified according to Section
7050.5 of California’s Health
During Project
Construction
During Project
Construction City of Madera
Review of
Documentation
Submittal
Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
and Safety Code. In the event of
discovery or recognition of any
human remains, Public
Resources Code Section
5097.98 must be followed. If
the remains are determined to
be Native American, the
procedures outlined in CEQA
Section 15064.5 (d) and (e) shall
be followed.”

Geology and Soils
Mitigation Measure GEO-1:
“Subsequent to a preliminary City
review of the project grading
plans, a soils report, inclusive of
information on expansive soils,
shall be conducted. The following
procedures shall be followed:
• If expansive soils are not
found, excavation and/or
construction activities can
commence.
• If there is evidence that the
Project site includes
expansive soils, foundations
for buildings and structures
founded on expansive soils
shall be designed in
accordance with IBC Section
Prior to Project
Construction
Prior to Project
Construction City of Madera
Review of
Documentation
Submittal
Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
1808.6.1 or 1808.6.2 unless
1) the expansive soil is
removed in accordance with
Section 1808.6.3 or 2) the
building official approves
stabilization of the soil in
accordance with Section
1808.6.4.”
Hydrology
Mitigation Measure HYD-1: Prior
to issuing of grading or building
permits, if required, (a) the Project
applicant shall submit to the Lead
Agency (1) the approved Storm
Water Pollution Prevention Plan
(SWPPP) and (2) the Notice of
Intent (NOI) to comply with the
General National Pollutant
Discharge Elimination System
(NPDES) from the Central Valley
Regional Water Quality Control
Board. The requirements of the
SWPPP and NPDES shall be
incorporated into design
specifications and construction
contracts.

Prior to issuing
of grading or
building permits
Prior to Project
Construction City of Madera
Review of
Documentation
Submittal
Noise
Mitigation Measure NOISE-1: Truck
movements should not occur along
the north side of the building,
During Project
Operations
During Project
Operations City of Madera
Developer to provide (or
comply), City of Madera
to verify
Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Measure NOISE-2:

Per the City of Madera Municipal
Code, construction activities
should not occur outside the hours
of 6:00 a.m. to 8:00 p.m.

All construction equipment shall be
properly maintained and muffled
as to minimize noise generation at
the source.

Noise‐producing equipment shall
not be operating, running, or idling
while not in immediate use by a
construction contractor.

All noise‐producing construction
equipment shall be located and
operated, to the extent possible, at
the greatest possible distance from
any noise‐sensitive land uses.

Locate construction staging areas,
to the extent possible, at the
greatest possible distances from
any noise‐sensitive land uses.

Signs shall be posted at the
construction site and near adjacent
sensitive receptors displaying
During Project
Construction
During Project
Construction City of Madera
Developer to provide (or
comply), City of Madera
to verify
Chapter 5 Mitigation Monitoring and Reporting Program
Amond World Cold Storage Warehouse (SPR 2021-41)

Mitigation Monitoring and Reporting Program
Mitigation Measure/Condition of
Approval
When
Monitoring is to
Occur
Frequency of
Monitoring
Agency
Responsible for
Monitoring
Method to Verify
Compliance Verification of Compliance
hours of construction activities and
providing the contact phone
number of a designated noise
disturbance coordinator.

I '
APPLICATION FOR APPEAL OF ~ l
}E©E!!W,
ADMINISTRATIVE DECISION APR 15 zo
,

CITY OF MADERA

PLANNING DEPARTMENT
APPLICANT NAME Appellant - Golden State Environmental Justice Alliance ADDRESS 765 N. Main St. Suite #151
CITY Corona CA 92880 PHONE (951) 279-4697

AN APPEAL CANNOT BE ACCEPTED FOR PROCESSING WITHOUT A FULL EXPLANATION OF THE CIRCUMSTANCES SURROUNDING THE ACTION, AND THE GROUNDS FOR THE APPEAL THEREOF. (USE ADDITIONAL SHEETS IF NECESSARY.)
I AM HEREBY APPEALING THE DECISION OF (NAME) Planning Commission ON (date) Apr. 12, 2022 PERTAINING TO ACTION RELATING TO -M¥- PROPERTY LOCATED AT Aviation Dr. - Condor Dr. (SPR 2021-41) AND FURTHER IDENTIFIED AS ASSESSOR'S PARCEL NUMBER 013-200-004 THIS APPEAL IS BASED ON (GIVE A FULL EXPLANATION) The Amond World Cold Storage Warehouse Mitigated Negative Declaration is inadequate and an inaccurate environmental analysis. The MND does not comply with CEQA requirements as fully described in the attached comment letter that was submitted during the public comment period on the environmental document.

Signature

THE SUBMISSION OF THIS FORM, COMPLETED AS REQUIRED, AND ACCOMPANIED BY THE APPLICATION

FEE AS DETERMINED BY THE CITY COUNCIL, ENTITLES THE APPLICANT TO A HEARING BEFORE THE CITY

COUNCIL OF THE CITY OF MADERA AT THE NEXT AVAILABLE PUBLIC HEARING, UNLESS DELAYED AT

REQUEST OF THE APPLICANT OR DUE TO CIRCUMSTANCES BEYOND THE CONTROL OF STAFF OR THE CITY COUNCIL OF THE CITY OF MADERA.

DATE FILED -------

DATE ACCEPTED -----
APPLICATION FEE:

Administrative $1 ,325.00
Project Approvals $ 605.00
BLUM COLLINS & Ho, LLP

ATTORNEYS AT LAW

AON CENTER
707 WILSHIRE BLVD., SUITE 4880
Los ANGELES, CALIFORNIA 90017
(213) 572-0400
April4,2022
Robert Smith, Senior Planner
City of Madera
VIA EMAIL TO:
[email protected]
205 West 4th Street
Madera, CA 93637
Subject: Comments on Amond World Cold Storage Warehouse MND (SCH NO. 2022030604) Dear Mr. Smith,
Thank you for the opportunity to comment on the Mitigated Negative Declaration (MND) for the proposed Amond World Cold Storage Warehouse Project. Please accept and consider these comments on behalf of Golden State Environmental Justice Alliance (GSEJA). Also, GSEJA formally requests to be added to the public interest list regarding any subsequent environmental documents, public notices, public hearings, and notices of detennination for this project. Send all communications to Golden State Environmental Justice Alliance P.O. Box 79222 Corona, CA 92877.

1.0 Summary
The project proposes the construction and operation of a two phase industrial warehouse project that will occupy two parcels totaling 30.16 acres. Phase I involves the construction of an approximately 254,016-sf. refrigerated warehouse and storage facility on the parcel identified as APN 013-200-005 and would include a 235,200-sf. warehouse with refrigerated storage area, in addition to an administrative office (4,000 sf.), shipping office (2,204 sf.), and flatbed annex building (12,544 sf.). Phase II would include a 250,000-sf. warehouse and storage facility on the adjoining parcel to the east identified as APN 013-200-004 and would include a ground mount solar PV array. An on-site stormwater retention basin is proposed to be constructed under Phase I and would be sized to accommodate total buildout of the Project.

Robert Smith
April 4, 2022
Page2

2.0. Project Description
It is notable that the MND does not include a detailed site plan, floor plan or elevations for Phase II. The basic components of a Planning Application include a site plan, floor plan, elevations, and a project narrative describing the proposed use in detail. The site plan provided in Figure 2-5 does not provide any detailed information such as the earthwork quantity notes, parking requirements, site coverage, floor area ratio, etc. The MND has excluded the proposed detailed site plan, floor plans and elevations from public review, which does not comply with CEQA's requirements for adequate informational documents and meaningful disclosure (CEQA § -15121 and 21003(b)).

Incorporation by reference (CEQA § 15150 (f)) is not appropriate as these documents contribute directly to analysis of the problem at hand.

Providing this information is vital as the Air Quality Appendix states "Based on applicant-provided information, cut and fill and is expected to balance on-site." There is no method for public verification of this anecdotal statement in the MND. An EIR must be prepared and circulated for public review including a grading plan for public verification of earthwork quantities.

Additionally, the project site is described throughout the MND as vacant with no improvements or structures on the site. However, several aerial images of the project site throughout its Appendices, such as Figure 2: Project Vicinity within the Noise Appendix depict at least four residential structures on the north side of the project site with access from Boles Street. Demolition of the onsite residential structures is implementation of the proposed project prior to CEQA review and alters the environmental setting. Removing these structures required site preparation, demolition, and hauling trips that are not analyzed in the MND. An EIR must be prepared to accurately analyze the potentially significant impacts, including those related to project implementation prior to CEQA review.

Further, Figure 2-5 Site Plan depicts a building that is not included for analysis in the MND. On the east side of the Phase I building, a building called "ready roast" is identified as "NIC", assumed to stand for "not in contract/not included". Figure 2-6 Phase I Site Plan depicts the ready roast building as a landscape area. Additionally, Figure 2-5 states that the project will extend Condor Road for vehicle access to the project site from Aviation Drive. The MND does not include this road extension for analysis, which is vital in the Land Use and Planning analysis and any growth inducement analysis. Both these items are components of the proposed project that is not included for analysis. The MND does not accurately or adequately describe the project, meaning "the whole of an action, which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment" (CEQA § 15378).

Robert Smith
April 4, 2022

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CEQA § 15165 - Multiple and Phased Projects requires that "Where individual projects are, or a phased project is, to be undertaken and where the total undertaking comprises a project with significant environmental effect, the Lead Agency shall prepare a single program EIR for the ultimate project as described in Section 15168." The MND misleads the public and decision makers by circumventing adequate and accurate environmental analysis for the whole of the action to include the ready roast facility and extension of Condor Road to Aviation Drive. A program EIR must be prepared which accurately represents the whole of the action without piecemealing the project into separate, smaller development projects or development areas to present unduly low environmental impacts.

4.3 Air Quality, 4.6 Energy, and 4.8 Greenhouse Gas Emissions The MND does not include for analysis relevant environmental justice issues in reviewing potential impacts, including cumulative impacts from the proposed project. This is especially significant as the surrounding community is highly burdened by pollution. According to CalEnviroScreen 4.0 1, CalEPA 's screening tool that ranks each census tract in the state for pollution and socioeconomic vulnerability, the proposed project's census tract ( 6039000503) ranks worse than 78% of the rest of the state overall in pollution burden. The surrounding community, including residences to the southeast, bears the impact of multiple sources of pollution and is more polluted than other census tracts in many pollution indicators measured by CalEnviroScreen.

For example, the project census tract ranks in the 75th percentile for ozone burden and 79th percentile for PM 2.5 burden, which are attributed to heavy truck activity in the area.

The census tract ranks in the 91 st percentile for groundwater threats. People who live near contaminated groundwater may be exposed to chemicals moving from the soil into the air inside their homes2. The census tract ranks in the 83rd percentile for hazardous waste impacts. Hazardous waste generators and facilities contribute to the contamination of air, water and soil near waste generators and facilities can harm the environment as well as people3• The census tract ranks in the 88th percentile for impacts from pesticides. Exposure to high levels of some pesticides can cause illness immediately or conditions such as birth defects or cancer later in life4. The census tract ranks in the 84th percentile for impacts from toxic releases. Chemicals given off by toxic facilities can be detected in the air of nearby communities and people living near facilities may breathe contaminated air regularly or if contaminants are released during an accident5. 1 CalEnviroScreen 4.0 https://oehha.ca.gov/calenviroscreen/report/calenviroscreen-40 2 0 EHHA Groundwater Threats https :/ /oehha. ca. gov/calenviroscreen/indicator/groundwater-threats 3 OEHHA Hazardous Waste Generators and Facilities
https://oehha.ca.gov/calenviroscreeo/indicator/hazardous-waste-generators-and-facilities 4 0 EHHA Pesticides https:// oehha.ca.gov/ calen viroscreeo/indicator/pesticide-use 5 0 EHHA Toxic Releases https:// oebha.ca. gov/ calenviroscreeo/indicator/toxic-releases-facilities Robert Smith
April 4, 2022

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Further, the census tract is a diverse community including 59% Hispanic, 8.9% Asian-American, and 2.5% African-Ame1ican residents, which are especially vulnerable to the impacts of pollution. The community has a high rate of low educational attainment, meaning 82% of the census tract over age 25 has not attained a high school diploma, which is an indication that they may lack health insurance or access to medical care. Medical care is vital for this census tract as it ranks in the 100th percentile (highest percentile) for incidence of cardiovascular disease and 91 st percentile for incidence of low birth weights. The community also has a high rate of linguistic isolation, meaning 63% of the census tract speaks little to no English.

Additionally, the project's census tract (6039000503) and the adjacent census tracts (6039000506, 6039000202, 6039000201, 6039000400, 6039001000, 6039000502, 6039000800, and 6039000602) are identified as SB 535 Disadvantaged Communities6, which is not discussed or presented for analysis in the MND.

The State of California lists three approved energy compliance modeling softwares 7 for nonresidential buildings: CBECC-Com, EnergyPro, and IES VE. CalEEMod is not listed as an approved software. The CalEEMod energy calculations in the MND do not comply with the 2019 Building Energy Efficiency Standards and under reports the project's potentially significant GHG and Energy impacts to the public and decision makers. Since the MND did not accurately or adequately model the energy impacts in compliance with Title 24, a finding of significance must be made. An EIR with modeling in one of the approved software types must be circulated for public review in order to adequately analyze the project's potentially significant environmental impacts. This is vital as the MND utilizes CalEEMod as a source in its methodology and analysis, which is clearly not one of the approved softwares.

It must also be noted that Madera is not listed as a jurisdiction with local energy standards approved by the CA Energy Commission8. According to the CA Energy Commission, "Local jurisdictions are required to apply to the Energy Commission for approval, documenting the supporting analysis for how the local government has determined that their proposed Standards will save more energy than the current statewide Standards and the basis of the local government s determination that the local standards are cost-effective." Therefore, compliance with the City's General Plan does not comply with CA Energy Commission standards or AB 32/SB 32. The MND is misleading to the 6 OEHHA SB 535 Census Tracts htq:,s://oehha.ca.gov/ca1enviroscreen/sb535 7 2019 Building Energy Efficiency Standards Approved Computer Compliance Programs, California Energy Commission. https:/ /www.energy.ca.gov/programs-and-topics/programs/bu.ilding-energyefficiency-standards/201 9-building-energy-efficiency-2 8 Local Ordinances Exceeding the 2019 Energy Code, California Energy Commission https ://www.energy.ca.gov/programs-and-topics/programs/building-energy-efficiency-standards/2019- building-energy-efficiency-3
Robert Smith
April 4, 2022

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public and decision makers by stating compliance with these standards when the local jurisdiction standards have not been approved by the CA Energy Commission. An BIR must be prepared with adequate analysis of project impacts utilizing an approved modeling software in order to be a reliable informational document in compliance with CEQA.

Additionally, the MND utilizes uncertain language in discussing energy impacts. The MND concludes that "the results of the analyses do not rise to a level of significance given the nature of the Project (i.e., non-residential) and the Projects required compliance with various energy efficiency regulations and policies including CALGreen, Title 24 (e.g., Lighting Power Density requirements), the General Plan, California Code of Regulations (e.g., Title 13, Motor Vehicles), and CARB (e.g., Airborne Toxic Control Measure). Thus, through compliance, the Project would not result in wasteful, inefficient, or unnecessary consumption of energy resources and a less than significant impact would occur." As noted above, the project has not demonstrated compliance with Title 24 and compliance with General Plan measures is not an approved standard by the CA Energy Commission. The MND does not specify a level of significance threshold that would quantify a significant impact. An BIR must be prepared to provide an adequate analysis of the project's GHG and Energy impacts in compliance with CEQA.

4.11 Land Use and Planning
The MND does not provide a consistency analysis with all General Plan goals and policies. An EIR must be prepared that includes a consistency analysis with all General Plan goals and policies, including but not limited to the following:

Policy CI-22: The City shall seek to maintain Level of Service (LOS) C at all times on all roadways and intersections in Madera.

Goal CON-11 Air quality that meets or exceeds all state and federal standards.

Goal CON-12 Meet or exceed all current and future state-mandated targets for reducing emissions of greenhouse gases.

Policy CON-29 The City shall require new air pollution point sources (such as, but not limited to, industrial, manufacturing, and processing facilities) to be located an adequate distance from residential areas and other sensitive receptors. "Adequate distance" will be based on site-specific conditions, the type and location of sensitive receptors, on the types and amounts of potential toxic emissions, and other factors.

Robert Smith
April4,2022

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The MND does not provide any consistency analysis with the Madera County Transportation Commission (MCTC) adopted 2018 RTP/SCS9. Due to errors in modeling and modeling without supporting evidence, as noted throughout this comment letter and attachments, the proposed project has signifiant potential for inconsistency with Goal 5 to maintain the efficiency, safety, and security of the region s transportation system, Goal 9 to protect the environment and health of our residents by improving air quality and encouraging active transportation, Strategy 5 to Enhance the Environment: the transportation system improves the environment through energy conservation, improving the quality of life, and promoting consistency between transportation improvements, planned growth, economic development, and environmental justice issues, Objective 14 to improve and maintain an integrated transportation network that reduces congestion and minimizes safety issues, and Objective 41 to avoid disproportionately high adverse environmental impacts upon low-income individuals, the elderly, persons with disabilities or minority populations consistent with Title VI regulations. An EIR must be prepared to include accurate Air Quality/HRA, Energy, and GHG modeling and provide an analysis of potential inconsistency with the 2018 RTP/SCS document.

4.14 Population and Housing
The MND concludes that "while the Project would generate employment (i.e., nine (9) employees), it is not at a level that could induce population growth," resulting in a less than significant impact.

The MND does not provide a source methodology for its determination that the project will generate 9 employees. There is also no calculation of the employees generated by the construction of the project. The U.S. Energy Information Administration 10 provides the following applicable employment generation rate for refrigerated warehouses:

Any Refrigeration: 1 employee per 1,049 square feet
Applying this ratio results in the following calculation:

Phase 1: 254,016 sf/ 1,049 = 243
Phase 2: 250,000 sf/ 1,049 = 239
Total: 482 employees
Table 1-2: Madera County Development Projections-2010, 2020, 2035, and 2042 within MCTC's RTP/SCS notes that the City will add 6,746 jobs and 22,992 residents between 2020 - 2042. 9 MCTC 2018 RTP/SCS
htq>s://www.maderactc.org/sites/default/fiies/fileattachments/transportation/page/5651/mctc 2018 rtp am 1 techni cal revision.pdf
10 US EIA Commercial Buildings Energy Consumption Survey, Table B 1: Summary table: total and means of floorspace, number of workers, and hours of operation, 2018 hn:ps://www.eia.gov/consurnption/comrnercial/data/2018/bc/html/bl .php • I
Robert Smith
April 4, 2022

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Utilizing the U.S. EIA calculation of 482 employees, the project represents 7.14% of the City's job growth 2.09% of the population growth from 2020 - 2042. A single project accounting for this amount of the projected employment and/or population over 22 years represents a significant amount of growth. An BIR must be prepared to include this analysis, and also provide a cumulative analysis discussion of projects approved since 2020 and projects "in the pipeline" to determine if the project will exceed MCTC's employment growth forecast for the City. This is vital as the proposed ground mounted solar PV anay (solar farm) in phase two of the project will also generate employees that have not been quantified. Additionally, an BIR must also provide demographic and geographic info1mation on the location of qualified workers to fill these positions in order to provide an accurate environmental analysis.

As noted above, at least four residential structures on the north side of the project site with access from Boles Street were demolished prior to CBQA review. An EIR must be prepared that analyzes the need for replacement housing and compliance with SB 330: Housing Crisis Act of 2019.

4.17 Transportation
The MND excludes medium and heavy truck trips from the VMT analysis. The MND states that, "Pursuant to CEQA Guidelines Section 15064.3, 'vehicle miles traveled refers to the amount and distance of automobile travel attributable to a project. The term automobile" refers to on-road passenger vehicles, specifically cars and light trucks. Thus, trips associated with large trucks are excluded from the VMT analysis and only employee and customer trips must be considered for VMT analysis.without providing a statutory source." CEQA Guidelines do not provide a defmition of the term "automobile." The MND sources the OPR s 2018 Technical Advisory11 which provides a definition of "automobile" stating that "here, the term automobile" refers to onroad passenger vehicles, specifically cars and light trucks." However, the purpose of the OPR Technical Advisory document is purely advisory, stating in its introduction:
"The purpose of this document is to provide advice and recommendations, which agencies and other entities may use at their discretion. This document does not alter lead agency discretion in preparing environmental documents subject to CEQA. This document should not be construed as legal advice."
The OPR document is not a legal interpretation, court decision, or amendment to the CEQA statute that clarifies the definition of automobile. The term "automobile" is not defined in the CBQA statute and application of the OPR interpretation is speculative and does not provide an analysis 11 Governor's Office of Planning and Research Technical Advisory on Evaluating Transportation Impacts in CEQA https://opr.ca.gov/ceqa/docs/20190122-743 Technical Advisory,pdf . . Robert Smith
April 4, 2022

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of the "worst-case scenario" for environmental impacts. Widespread public understanding and perception indicates that trucks, including medium and heavy-duty trucks associated with the industrial nature of warehouse operations, are automobiles. An EIR must be prepared to remove this misleading information (including the erroneous statement that CEQA Guidelines define the term "automobile") and include all truck activity, including medium and heavy trucks, for quantified VMT analysis. The operational nature of industrial/warehouse uses involves high rates of medium/heavy truck/trailer VMT due to traveling from large regional distribution centers to smaller industrial parks and then to their final delivery destinations. Table 4.2 Trip Summary of the Air Quality Appendix CalEEMod output sheets indicates that the project will generate approximately 998 average daily trips for passenger cars, resulting 2,915,196 annual VMT (2,915,196 I 365 days = 7,986 daily total VMT). The project will generate approximately 70 average daily trips for trucks, resulting 1,123,297 annual VMT (1,123,297 / 365 days= 3,077 daily total VMT). This is exponentially higher than the TAZ VMTs reported in the MND. The project's truck/trailer activity is unable to utilize public transit or active transportation and it is misleading to the public and decision makers to exclude the truck/trailer activity from VMT analysis. An EIR must be prepared to reflect a quantified VMT analysis that includes all truck/trailer activity to adequately and accurately analyze the potentially significant project transportation impacts.

Additionally, the MND has not provided a level of service (LOS) analysis for the proposed project which is required by the City's General Plan Policy CI-22. An EIR.mustbe prepared with a Traffic Impact Analysis that analyzes LOS impacts in order to comply with the General Plan.

Conclusion
For the foregoing reasons, GSEJA believes the MND is flawed and an BIR must be prepared for the proposed project and circulated for public review. Golden State Environmental Justice Alliance requests to be added to the public interest list regarding any subsequent environmental documents, public notices, public hearings, and notices of determination for this project. Send all communications to Golden State Environmental Justice Alliance P.O. Box 79222 Corona, CA 92877.

Sincerely,
Gary Ho
Blum Collins and Ho, LLP
.

PC 04/12/22 (SPR 2021-41 – Amond World)
Attachment 9: Initial Study/Mitigated Negative Declaration (IS/MND) for SPR 2021-41 https://www.madera.gov/home/departments/planning/#tr-current-projects-environmental-review2436011 No. C-17165
Ren. 11/30/23
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DESIGN
231 MARKET PLACE #255
SAN RAMON, CALIFORNIA 94583
PHONE: (888) 475-3629 x 101
FAX: (888) 332-6959
[email protected]
These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act of 2017. COPYRIGHT NOTICE: Under such protection, unauthorized use of these plans, work, or project represented, can legally result in the cessation of construction or building being seized and/or monetary compensation to VR DESIGN, Inc. This protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design.

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
VR2110

TITLE SHEET


CONDITIONED STORAGE FACILITY
### CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
HV
RER
02/23/22
T 0.0

GENERAL NOTES

1. VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTING

CONDITIONS TO BETTER UNDERSTAND THE REQUIREMENTS OF
THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS,

ELEVATIONS AND CONDITIONS PRIOR TO BEGINNING ANY
WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

DO NOT SCALE DRAWINGS.

2. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS OR IN
THE PROJECT MANUAL AS BEING N.I.C. OR EXISTING, ALL
ITEMS, MATERIALS, ETC. AND INSTALLATION OF THE SAME

ARE PART OF THE CONTRACT DEFINED BY THESE DRAWINGS
AND SPECIFICATIONS.

3. SOLELY AS A CONVENIENCE TO THE OWNER AND

CONTRACTOR, THE ARCHITECT MAY INCLUDE DOCUMENTS
(OR INCORPORATE RECOMMENDATIONS) PREPARED BY

CERTAIN OWNER CONSULTANTS INTO THE DOCUMENTS
ISSUED BY THE ARCHITECT. IT IS EXPRESSLY UNDERSTOOD

AND AGREED THAT FOR ANY INFORMATION PROVIDED BY

SAID CONSULTANTS, THE ARCHITECT ASSUMES NO LIABILITY,
REGARDLESS OF SUCH INCLUSION.

4. THE SOIL REPORT FOR THIS PROJECT IS FOR REFERENCE
ONLY. NOTIFY THE ARCHITECT, ENGINEER AND OWNER OF

ANY DISCREPANCY BETWEEN THIS REPORT AND THE PLANS
OR SPECIFICATIONS PRIOR TO BEGINNING WORK.

5. IN THE EVENT OF A DISCREPANCY BETWEEN PLANS AND

SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL
APPLY.

6. CODE (AS AMENDED), ALL ORDINANCES AND REGULATIONS

OF THE STATE, COUNTY OR CITY WITH JURISDICTION, AND

ANY SPECIAL REQUIREMENTS INDICATED IN THE BUILDING
SUMMARY OR THESE GENERAL NOTES.

7. ALL EXTERIOR SIGNAGE IS EXCLUDED FROM THIS
CONTRACT. THE SIGN CONTRACTOR WILL OBTAIN

SEPARATE APPROVALS AND PERMITS FROM GOVERNING
AGENCIES FOR SIGNAGE.

8. BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL

PERMITS, LICENSES, INSPECTIONS AND TESTING AS REQUIRED

BY THE CONTRACT DOCUMENTS OR ANY GOVERNMENT
AGENCY.

9. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS,

TRANSPORTATION, UTILITIES, OTHER SERVICES AND RELATED

TASKS NECESSARY FOR PROPER EXECUTION OF THE
CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS.

10. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS. COMPLY WITH SAFETY REGULATIONS AND

RESTRICTIONS AS REQUIRED FOR WORKER AND

PEDESTRIAN PROTECTION DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. PROVIDE PROTECTION

AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING
CONSTRUCTION WITHIN AND ADJACENT TO THE JOBSITE.

WHERE DAMAGE OCCURS, REPAIR OR REPLACE DAMAGED

AREA AND/OR MATERIAL AS REQUIRED TO THE OWNER'S
APPROVAL AT NO ADDITIONAL COST. THESE

REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL HOURS.

11. BRING ANY REVISION OR ADDITIONAL WORK REQUIRED BY

FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES TO
THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.

12. VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND

STUBS TO THE BUILDING(S) THAT ARE INDICATED ON THE
PLANS. BRING ALL UTILITY LINES (WATER, SEWER, GAS AND
ELECTRICAL, ETC.) INTO THE BUILDING, FROM TERMINATION

POINTS AS INDICATED ON THE SITE PLANS, READY FOR
SERVICE. PRIOR TO THE COMMENCEMENT OF THIS WORK,

BRING ANY DISCREPANCIES TO THE ATTENTION OF THE
ARCHITECT.

13. PRIOR TO PLACEMENT OF CONCRETE FOOTINGS AND SLABS,

RETAIN THE SERVICES OF A REGISTERED CIVIL ENGINEER

OR LICENSED LAND SURVEYOR TO INSPECT THE FORMS FOR

FOOTING PLACEMENT, LOCATION OF BUILDING PAD AND
ELEVATION OF FINISHED FLOOR. SUBMIT SIGNED

DOCUMENTATION TO THE ARCHITECT THAT THE FOREGOING
CONFORM WITH THE APPROVED DRAWINGS.

14. NO ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED

EQUIPMENT BEYOND THAT WHICH IS SHOWN ON THESE PLANS

SHALL BE ALLOWED WITHOUT WRITTEN CONSENT OF THE
ARCHITECT AND/OR STRUCTURAL ENGINEER.

15. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, HVAC
DUCTS, ETC., UNLESS SPECIFICALLY DETAILED AND/OR
APPROVED BY THE STRUCTURAL ENGINEER.

16. ALL SHOP WELDING IS TO BE DONE IN A CERTIFIED
LICENSED SHOP. ALL FIELD WELDING SHALL BE DONE ONLY

BY CERTIFIED WELDERS UNDER CONTINUOUS SPECIAL

INSPECTION, WITH CERTIFICATE ISSUED AS REQUIRED BY THE
BUILDING OFFICIAL.

17. WHERE LARGER STUDS AND/OR FURRING ARE REQUIRED TO

COVER DUCTS, PIPING, COLUMNS, SADDLES, BOLTS, CONDUIT,
ETC., THE LARGER SIZE STUD AND/OR FURRING SHALL

EXTEND THE FULL LENGTH AND HEIGHT OF THE SURFACE
WHERE THE FURRING OCCURS.

18. SHOULD ANY ASPHALTIC CONCRETE REQUIRE PATCHING

ADJACENT TO BUILDINGS, IT SHALL BE OF THE SAME

SECTION AND DRAINAGE PROFILE AS THE ADJACENT PAVED
AREAS.

19. SEAL ALL OPEN JOINTS IN THE EXTERIOR BUILDING
ENVELOPE TO PREVENT AIR AND WATER INFILTRATION.

COMPLY WITH ANY FIRE RATING REQUIREMENTS.

20. ALL EXTERIOR OPENINGS SHALL COMPLY WITH THE CITY
SECURITY ORDINANCES.

21. NO BUILDING OR PORTION OF A BUILDING SHALL BE

OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE
OF THE CERTIFICATE OF OCCUPANCY. APPROVAL FOR

OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY
GOVERNING AGENCIES.

FIRE NOTES

1. INCLUDED AS A DEPARTMENT OF FIRE PREVENTION
REQUIREMENT.

2. THE MAXIMUM FLAME SPREAD CLASSIFICATION OF FINISH

MATERIAL USED ON INTERIOR WALLS AND CEILINGS SHALL

NOT EXCEED THAT SET FORTH IN THE CALIFORNIA BUILDING
CODE (CBC).

3. PROVIDE FIRE STOPPING TO CUT OFF ALL CONCEALED

DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AT
10' 0" O.C. EACH WAY.

4. EXIT SIGNS SHALL MEET THE REQUIREMENTS OF THE BUILDING AND FIRE CODES. SEE FLOOR PLANS, REFLECTED CEILING

PLANS, AND ELECTRICAL LIGHTING PLANS FOR LOCATION OF
EXIT LIGHTING. PROVIDE EXIT PATH LIGHTING GIVING A
VALUE OF ONE FOOT CANDLE MINIMUM AT FLOOR LEVEL.

ILLUMINATED EXIT SIGNS SHALL BE POWERED FROM
SEPARATE CIRCUITS AND SEPARATE SOURCES.

5. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE

WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE
OR EFFORT. ONLY THE MAIN EXIT DOOR MAY HAVE KEY
OPERATED HARDWARE AND SHALL BE LABELED "THIS
DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN
BLOCK LETTERS A MINIMUM OF 1" HIGH ON CONTRASTING
BACKGROUND. EFFORT TO OPERATE IS NOT TO EXCEED 5
LBS. FOR EXTERIOR DOORS, 5 LBS. FOR INTERIOR DOORS
AND 15 LBS. FOR FIRE RATED DOORS.

6. WITHIN A STRUCTURE MAINTAIN AISLES LEADING TO REQUIRED

EXITS CONTINUOUSLY TO A PUBLIC WAY OR APPROVED
REFUGE AREA.

7. MAINTAIN EXTERIOR WALKWAYS WITH A MIN. WIDTH OF 44" TO A PUBLIC WAY.

8. ONE-HOUR FIRE RATED CORRIDORS SHALL HAVE DOOR

OPENINGS PROTECTED BY TIGHT-FITTING SMOKE AND DRAFT
CONTROL ASSEMBLIES RATED WITH A 20 MINUTE LABEL

EXCEPT OPENINGS IN INTERIOR WALLS OF EXTERIOR EXIT
BALCONIES. DOORS SHALL BE MAINTAINED SELF-CLOSING

OR BE AUTOMATIC CLOSING BY ACTION OF A SMOKE
DETECTOR. DOORS SHALL BE GASKETED TO PROVIDE A

SMOKE AND DRAFT SEAL WHERE THE DOOR MEETS THE
STOP ON SIDES AND TOP.

9. PROVIDE FIRE DAMPERS WHERE DUCTWORK PENETRATES A
FIRE RATED WALL OR CEILING ASSEMBLY.

10. DURING CONSTRUCTION AND/OR DEMOLITION, PROVIDE A

PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS
THAN 2A OR 2A10BC WITHIN 75' TRAVEL DISTANCE OF ALL
PORTIONS OF THE BUILDING ON EACH FLOOR.

11. AT THE TIME OF OCCUPANCY PERMIT, PROVIDE

EXTINGUISHERS OF THE SIZE AND TYPE REQUESTED BY THE
FIRE OFFICIAL. FIRE EXTINGUISHERS LOCATIONS SHALL BE

DETERMINED BY FIELD INSPECTION IF NOT INDICATED ON
THE APPROVED PLANS. LOCATIONS SHALL BE AGREED
UPON BY THE INDIVIDUAL TENANTS AND THE FIRE OFFICIAL.

ALL FIRE EXTINGUISHERS TO HAVE U.L. APPROVAL.

12. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIAL

TO THE PROJECT SITE, THE SITE WATER SYSTEM SHALL PASS

ALL REQUIRED TESTS AND BE CONNECTED TO THE PUBLIC
WATER SUPPLY SYSTEM. IN ADDITION, AN APPROVED ALL

WEATHER ROAD SHALL BE IN PLACE TO PROVIDE

ADEQUATE AND PERMANENT ACCESS FOR EMERGENCY
VEHICLES.

13. MAINTAIN GOOD HOUSEKEEPING AT ALL TIMES.

ACCUMULATION OF COMBUSTIBLE WASTE MATERIALS IN THE
BUILDING IS NOT ALLOWED.

14. INSTALL A KNOX KEY BOX AT MAIN ENTRANCE / EXIT TO

EACH BUILDING (LOCATION AS DETERMINED BY THE FIRE
MARSHAL). PLACE KEYS FOR FIRE DEPARTMENT
EMERGENCY ACCESS IN KNOX-BOX.

15. CLEARLY IDENTIFY FIRE-PROTECTION EQUIPMENT AND FIRE

HYDRANTS, IN A MANNER APPROVED BY THE FIRE

MARSHAL, TO PREVENT OBSTRUCTION BY PARKING AND
OTHER OBSTRUCTIONS.

16. PROTECT ABOVE GROUND GAS METERS, REGULATORS,

SWITCHGEAR AND PIPING EXPOSED TO VEHICULAR DAMAGE

DUE TO PROXIMITY TO ALLEYS, DRIVEWAYS OR PARKING
AREAS IN AN APPROVED MANNER.

17. ALL INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS

VAPOR BARRIERS OR BREATHER PAPERS INSTALLED

WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING

ASSEMBLIES, WALLS, CRAWL SPACES OR ATTICS SHALL HAVE
A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE
DENSITY NOT THE EXCEED 450.

18. INSTALL REQUIRED FIRE HYDRANTS PRIOR TO

CONSTRUCTION BEYOND FOUNDATION OR AT EARLIEST
REQUIREMENT BY LOCAL FIRE AGENCY OR ORDINANCE.

ACOUST acoustical
ABS acrylonitrile butadients- styrene
ABV above
ADJ adjustable, adjacent
AFF above finish floor
AGG aggregate
ALUM aluminum
AB anchor bolt
L angle
ANOD anodized
APPROX approximate
AD area drain
AC asphalt concrete (paving)
ASB asbestos
ASSY assembly
AUTO automatic
AVG average
BM beam
BRG bearing
BVL beveled
BITUM bituminous
BLKG blocking
BD board
BOT bottom
BRK brick
BRZ bronze
BSMT basement
BUR built up roof
BLDG building
CABT cabinet
CAD cadmium
CPT carpet
CI cast iron
CSMT casement

ABBREVIATIONS

PROJECT PROFILE PROJECT TEAM

LOCATION MAP

SCOPE OF WORK

SHEET INDEX

NO SHEET SHEET NAME
REV
NO
REV
DATE
1 T0.0 TITLE SHEET 1 02/23/22
2 A1.0 OVERALL MASTER PLAN 1 02/23/22
3 A1.1 OVERALL PHASE-1 & 2 SITE PLAN 1 02/23/22
4 A1.2 PHASE-1 ENLARGED SITE PLAN 1 02/23/22
5 A1.3 TRUCK TRAFFIC CIRCULATION
PLAN
1 02/23/22
6 A2.0 ENLARGED FLOOR PLANS 1 02/23/22
7 A3.0 BUILDING ELEVATIONS 1 02/23/22
8 A3.1 BUILDING ELEVATIONS 1 02/23/22
9 A3.2 OFFICE BUILDING ELEVATIONS 1 02/23/22
10 A4.0 BUILDING SECTIONS 1 02/23/22
11 A8.0 PERSPECTIVE VIEW 1 02/23/22
12 A8.1 PERSPECTIVE VIEW 1 02/23/22
13 C1.1 COVER SHEET 1 02/23/22
14 C1.2 DETAILS AND CROSS SECTIONS 1 02/23/22
15 C2.1 TOPOGRAPHIC PLAN 1 02/23/22
16 C2.2 TOPOGRAPHIC PLAN 1 02/23/22
17 C2.3 TOPOGRAPHIC PLAN 1 02/23/22
18 C3.1 PRELIMINARY GRADING AND

DRAINANGE PLAN
1 02/23/22
19 C3.2 PRELIMINARY GRADING AND

DRAINANGE PLAN
1 02/23/22
20 C3.3 PRELIMINARY GRADING AND

DRAINANGE PLAN
1 02/23/22
21 C4.1 PRELIMINARY UTILITY PLAN 1 02/23/22
22 C4.2 PRELIMINARY UTILITY PLAN 1 02/23/22
23 C4.3 PRELIMINARY UTILITY PLAN 1 02/23/22
24 L1.0 LANDSCAPE MASTER PLAN 1 02/23/22
25 1 OVERALL SITE PHOTOMETRICS 0 02/23/22
26 2 ENLARGED SITE PHOTOMETRICS
- WEST
0 02/23/22
27 3 ENLARGED SITE PHOTOMETRICS
EAST
0 02/23/22
28 4 LIGHTING PHOTOMETRICS MODEL 0 02/23/22
29 5 LUMINAIRE SCHEDULE AND

CALCULATIONS
0 02/23/22


OWNER / PROPERTY

DEVELOPER

ORIGO COLD MADERA, LLC

ORIGO INVESTMENTS
1470 PASEO DE ORO
LOS ANGELES, CA 90272

DESIGN-BUILD

CONTRACTOR

SPAN CONSTRUCTION & ENGINEERING INC

ROGER ACRES, BUSINESS DEVELOPMENT
1841 HOWARD ROAD
MADERA, CA 93637
PHONE: (559) 661-1111
[email protected]

ARCHITECT VR DESIGN INC

REX RAMSEY, ARCHITECT
231 MARKET PLACE, #255
SAN RAMON, CA 94583
PHONE: (925) 852-6159
[email protected]

CIVIL ENGINEER NORTHSTAR ENGINEERING INC

JOHN ELLIS, PE
620 12
th STREET,
MODESTO, CA 95354
[email protected]

PROJECT SITE

1. THE SCOPE OF WORK UNDER THIS PROJECT TO TO

SECURE THE NECESSARY PLANNING APPROVALS TO

PERMIT CONSTRUCTION OF NEW TEMPERATURE

CONTROLED WAREHOUSE/ STORAGE BUILDING FOR THE
STORAGE OF NUTS .

2. THE PROJECT INVOLVES CONSTRUCTION OF THE BUILDING
IN TWO PHASES. PHASE-1 INVOLVES CONSTRUCTION OF AN
APPROX 264,000 SF BUILDING. PHASE-2 INVOLVES THE
EXPANSION OF THE STORAGE FACILITY BY 250,000 SF

BUILDING DEPARTMENT CITY OF MADERA, CALIFORNIA
BUILDING CODE ALL CONSTRUCTION SHALL COMPLY WITH:

TITLE 24,PARTS 1 THRU 12:
2019 CALIFORNIA BUILDNG CODE, PART 1&2;
2019 CALIFORNIA ELECTRICAL CODE, PART 3;
2019 CALIFORNIA MECHANICAL CODE, PART 4;
2019 CALIFORNIA PLUMBING CODE, PART 5;
2019 CALIFORNIA FIRE CODE, PART 9
2019 CALIFORNIA ENERGY CODE, PART 6

OCCUPANCY

CLASSIFICATION
PER CHAPTER 3
STORAGE: S-1
OCCUPANCY SEPARATION NOT REQUIRED PER TABLE 508.4

TYPE OF CONSTRUCTION II-B

SEISMIC DESIGN CATEGORY D

SPRINKLERED YES
NUMBER OF STORIES 1
ASSESSOR'S PARCEL NUMBER 013-200-004 & 013-200-005
OCCUPANCY TYPE PHASE-1 WAREHOUSE (S-1): 247,744 SF
PHASE-1 OFFICE (B): 6,272 SF
TOTAL AREA: 254,016 SF
CB catch basin
CLG ceiling
C center line
CEM cement
CER ceramic
CT ceramic tile
CO cleanout
CLR clear(ance)
CLS closure
CRC cold rolled channel
CW cold water
COL column
COMB combination
COMP composition
CONC concrete
CMU concrete masonry unit
CONN connection
CONST construction
CONT continuous or continue
CONTR contractor
CJT control joint
CORR corrugated
CNTR counter
CTSK counter sink
CU FT cubic foot
CU YD cubic yard
DP damp proofing
DL dead load
DTL detail
DIAG diagonal
DIA diameter
DIM dimension
DIV division
DR door
DBL double
DH double hung
DA double acting
DF douglas fir or drinking fountain
DN down
DS downspout
DWG drawing
DW dumbwaiter or dishwasher
EA each
EF each face
EP edge of paving
ELECT electric(al)
EWC electrical water cooler
EL elevation
ENCL enclosure
EQ equal
EQPT equipment
EST estimate
EXC excavate
EXH exhaust
EXP JT expansion joint
EXP exposed exterior
(E) co existing
FOC face of concrete
FOF face of finish
FOM face of masonry
FOS face of stud
FBD fiberboard
FGL fiberglass
FIN finish(ed)
FIN FL finished floor (elev.)
FG finish grad
FA fire alarm
FH fire hydrant
FE fire extinguisher
FEC fire extinguisher cabinet
FPL fireplace
FLG flashing
FB flat bar
FHMS flat head machine screw
FHWS flat head wood screw
FLUOR fluorescent
FLR floor
FD floor drain
FTG footing
FND foundation
GALV galvanized
GI galvanized iron
GKT gasket
GA guage
GSM galvanized sheet metal
GC general contractor
GL glass
GB grab bar
GRD grade
GVL gravel
GND ground
GYP BD gypsum board
HB hose bib
HPT High point
HW hot water
HBD hardboard
HWD hardwood
HDWR hardware
HDR header
HJT head joint
HTG heating
HVAC heating ventilating &
air conditioning
HT height
HC hollow core
HM hollow metal
HORIZ horizontal
INCL include(d),(ing)
INCIN incinerator
ID identification or
inside diameter
INSUL insulation
IC intercom
INTR interior
INTM intermediate
INV invert
IP iron pipe
JAN janitor
JT joint
JST joist
KPL kickplate
KIT kitchen
KO knockout
LBL label
LAM laminate(d)
LAV lavatory
LH left hand
LT light
LTWT light weight
LTL lintel
LL live load
LVR louver
LPT low point
MB machine bolt
MH man hole
MFR manufacturer
MO masonry opening
MAX maximum
MECH mechanic(al)
MC medicine cabinet
MED medium
MDO medium density overlay
MBR member
MTL metal
MTLFR metal furring
MTLTH metal threshold
MWK millwork
MIN minimum
MIR mirror
MISC miscellaneous
MOD module/modular
MLDF molding
MTD mounted
MULL muillion
NGRD natural grade
NOM nominal
NIC not in contract
NTS not to scale
(N) new
NO. number
OA overall
OBS obscure
OC on center
OPH opposite hand
OD outside diameter
OPNG opening
OPP opposite
OHMS ovalhead machine screw
OHWS ovalhead wood screw
OH overhead
OSB oriented strand board
PNT paint
PR pair
PNL panel
PB panic bar
PAR parallel
PBD particle board
PTN partition
PVMT pavement
PLAS plaster
PL LAM plastic laminate
PL plate
PLWD plywood
PNT point
P pole
PVC polyvinyl chloride
PCF pounds per cubic foot
PLF pounds per lineal foot
PSF pounds per square foot
PSI pounds per square inch
PREFINprefinished
PROP property
PL property line
QT quart
QTY quantity
(R) remove
(R/R) remove & relocate
RAD radius
R radius or riser
RWL rain water leader
RWD redwood
REF reference
REFR refrigerator
REG register
REINF reinforce(ing)
RCF reinforced concrete footing
REQ required
RET return
RA return air
RES resilient
REV revision
RH right hand
RW right of way
RD roof drain
RFG roofing
RM room
RHWS roundhead wood screw
RO rough opening
SA supply air
SCHED schedule
STG seating
SECT section
SER service
S/S service sink
SH shelf
SHTG sheathing
SHT sheet
SIM similar
SC solid core
STC sound transmission
coefficient
SPKR speaker
SPECS specification(s)
SQ square
SS stainless steel
STD standard
STA station
STL steel
STOR storage
SD storm drain
STRUCT structural
SUSP suspended
SYMB symbol
SYM symetrical
SYS system
TKBD tackboard
TEL telephone
TV television
TEMP GL tempered glass
TER terminal
THK thickness
THRES threshold
TPTN toilet partition
TOC top of concrete
TC top of curb or concrete
TP top of paving
TOPO topographical
T&G tongue & groove
TRD tread
TPH toilet paper holder
TRANS transom
TYP typical
TW top of wall
UR urinal
UNO unless noted otherwise
VTR vent through roof
VERT vertical
VG vertical grain
VCT vinyl composition tile
WNSCTwainscot
W watt
WC water closet
WH water heater
WP water proof
WS weatherstripping
WT weight
W/ with
W/O without
O/ over
WD wood
WI wrought iron
& and
@ at
# number or pound

PROPOSED BUILDING CONCEPTUAL VIEW

####, CONDOR ROAD, MADERA, CALIFORNIA 93637

LANDSCAPE
CIVIL

ARCHITECTURE

REVISIONS

NO DESCRIPTION DATE BY
1 SDR-2021-41_ PLAN CHECK
RESPONSE #2

02.23.2022

PHOTOMETRICS

LANDSCAPE

ARCHITECT

ADRIENNE WONG ASSOCIATES
54 PIER, SUITE 206
SAN FRANCISCO, CA 94158
7600 MONTE VERDE RD
EL SOBRANTE, CA 94803
PHONE: 510-459-6653
[email protected]
,
------.......
•
,8sPP<N -== CONSTRUCTION
& ENGINEERING, INC.
vr

NO PARKING

AVIATION DRIVE

CONDOR ROAD
275' 500'
740.03'
490.06' 250'
250' 490.06'
275'
500'
1277.82'
511.36'
503.21' 1365.86'
1115.81'
229.89' 282.03'
245.14'
135.48'

24.19'
740.03'
819.93'
1331.36'
411.22'
60' MINIMUM SETBACK FOR UNLIMITED AREA BUILDINGS
PHASE-2
(UNDER SEPARATE PERMIT)

TRUCK SCALE (INBOUND/ OUTBOUND)

GROUND MOUNT SOLAR PV
ARRAY
280'
840'

OFFICE/ EMPLOYEE

WELFARE

SERVICES
PHASE-1

ANNEX BLDG

EXISTING BLDG
CCP
APN #
013-200-011-000
APN# 013-200-015-000
APN# 013-200-014-000
APN# 013-200-013-000
APN# 013-200-012-000

BOLES STREET
APN # 013-200-005-000 APN # 013-200-004-000
APN # 013-012-042-000
APN # 013-012-004-000
APN # 013-012-005-000
APN # 013-012-007-000
APN #
013-011-012-000
APN #
013-011-011-000
APN #
013-010-070-000

YEAGER ROAD
FALCON
DRIVE
HIGHWAY -99
No. C-17165
Ren. 11/30/23
I L
T A
S
R

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1" = 120'-0"
VR2110

OVERALL MASTER PLAN


CONDITIONED STORAGE FACILITY
### CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
AP/VG
RER
1 1" = 120'-0"
11/15/21
A 1.0 OVERALL MASTER PLAN

REVISIONS

NO DESCRIPTION DATE BY
1 SDR-2021-41_ PLAN CHECK
RESPONSE #2

02.23.2022
' ' ' ' ' ' '
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,8sPP<N -== CONSTRUCTION
& ENGINEERING, INC.
vr
NO

PA RK IN G

AVIATION DRIVE

CONDOR ROAD
275' 500'
740.03'
490.06' 250'
250' 490.06'
275'
500'
1277.82'
511.36'
503.21' 1365.86'
1115.81'
229.89' 282.03'
245.14'
135.48'

24.19'
99 HWY
740.03'
819.93'
1331.36'
411.22'
60' MINIMUM SETBACK FOR UNLIMITED AREA BUILDINGS
FUTURE PHASE-2 WAREHOUSE BUILDING

UNDER SEPARATE PERMIT
248,148 SF
TRUCK

TURNAROUND

FUTURE PONTENTIAL

GROWTH/ EXPANSION

AREA/ SOLAR FARM
280'
840'

OFFICE/

EMPLOYEE

WELFARE

SERVICES
PHASE-1
253,947 SF

ANNEX BLDG

GUARD SHACK

EXISTING BLDG

OWNED BY CCP
N.I.C

SECURITY GATES

SHIPPING OFFICE/

DRIVER'S LOUNGE

EXISTING SOLAR FARM

OWNED BY CCP
N.I.C

VACANT LAND
N.I.C

VACANT LAND
N.I.C
(E) RESIDENCES
N.I.C

EXTEND CONDOR ROOD

FROM AVIATION DRIVE TO

ALLOW FOR ACCESS FROM

AVIATION DRIVE PER CIVIL

DRAWINGS
200' - 0"

READY ROAST
N.I.C

FLORESTONE
PRODUCTS - N.I.C MADERA SHERIFF HEADQUARTERS

BOLES STREET

TRASH ENCLOSURE
8'X18' CLEAR - 2 BINS
1 1
No. C-17165
Ren. 11/30/23
I L
T A
S
R

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1" = 80'-0"
VR2110
OVERALL PHASE-1 & 2 SITE PLAN


CONDITIONED STORAGE FACILITY
### CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
HV
RER
02/23/22
A 1.1

FIRE DEPARTMENT NOTES

1. AN CLEAR PATH FOR EMERGENCY VEHICLE ACCESS ROAD
IS PROPOSED AROUND THE PERIMETER OF THE BUILDING..

FINAL DESIGN WILL BE COORDINATED FOR TURNING RADII,

WIDTHS, AND ROADWAY MATERIALS ALONG WITH LOCATIONS

FOR NEW POST INDICATOR VALVES AND FIRE HYDRANT
LOCATIONS.

2. WAREHOUSE WILL BE FIRE SPRINKLERED AND DESIGNED
FOR HIGH PILE STORAGE REQUIREMENTS. SMOKE AND HEAT

VENTS, AND FIRE DEPARTMENT ACCESS DOORS WILL BE
INSTALLED PER CALIFORNIA BUILDING AND FIRE CODES.

PUBLIC WORKS DEPARTMENT NOTES

1. THE STORM WATER DRAINAGE WILL BE DESIGNED TO MEET

CITY OF MADERA PUBLIC WORKS AND CALIFORNIA STATE

WATER RESOURCES CONTROL BOARD INDUSTRIAL STORM
WATER PERMIT REQUIREMENTS.

2. ALL STORM WATER FROM NON-PERVIOUS SURFACES SHALL

BE EFFECTIVELY TREATED PRIOR TO DISCHARGE TO
MUNICIPAL STORM WATER SYSTEM. LOW IMPACT DESIGN
MEASURES SHALL BE MET.

BUILDING DEPARTMENT NOTES

1. CALIFORNIA BUILDING CODE (CBC) AND AMERICANS WITH

DISABILITY ACT (ADA) REQUIREMENTS WILL BE MET AS A
PART OF THIS ADDITION.

2. THE PROJECT WILL MEET CALIFORNIA GREEN BUILDING AND
CALIFORNIA ENERGY CONSERVATION CODES.

3. THE PROPOSED WAREHOUSE IS A CONDITIONED SPACE AND

WILL MEET THE REQUIREMENTS OF THE CALIFORNIA

MECHANICAL CODE AND CALIFORNIA GREEN BUILDING
CODE FOR REFRIGERATED FACILITIES.

LANDSCAPING NOTES

1. THE LANDSCAPING WILL BE DESIGNED TO MEET CITY OF
MADERA REQUIREMENTS.

2. LOW IMPACT AND LOW IRRIGATION WATER USAGE DESIGN
WILL BE IMPLEMENTED.

3. GROUND COVER IS MINIMAL TO ADDRESS RODENT
CONTROL REQUIREMENTS AT FOOD PROCESSING BUILDINGS.
1" = 80'-0" 1
OVERALL PHASE-1 & 2 SITE PLAN

REVISIONS

NO DESCRIPTION DATE BY
1 SDR-2021-41_ PLAN CHECK
RESPONSE #2

02.23.2022
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SITE PARKING CALCULATIONS

CITY OF MADERA
BUILDING USE: WAREHOUSE
TOTAL NO, OF EMPLOYEES 10
PARKING PER EMLOYEE RATIO @ (1 SPACE PER 2 EMPLOYEE) 0.5 OFFICE PARKING RATIO PER SF 1/ 300
LOADING SPACE WAREHOUSE RATIO PER SF (PLUS 1 ADDITIONAL STALL) 1/ 20000 ADMINISTRATION AND SHIPPING OFFICE 6,203 SF
COLD STORAGE WAREHOUSE/ TEMPERING AREAS 2,47,744 SF
PARKING PER EMLOYEE RATION @ 2/ EMPLOYEE 5 STALLS
OFFICE PARKING 20.7 STALLS
REQ'D OFFICE PARKING: 26 STALLS
REQ'D LOADING SPACE FOR WAREHOUSE 14 STALLS
TOTAL ACCESSIBLE PKNG REQD PER 2019 CBC 11B-208.2 2 STALLS OFFICE PARKING:

TOTAL NUMBER OF EMPLOYEE PARKING STALLS PROVIDED: 26 STALLS ACCESSIBLE PARKING PROVIDED 2 STALLS
WAREHOUSE PARKING:

LOADING/ UNLOADING DOCKS 6 DOCKS
FLAT BED TRUCK UNLOADING 1
ADDITIONAL UNLOADING AREAS (10' W x 35' L) 7 STALLS
TOTAL NUMBER OF LOADING/ UNLOADING AREAS 14 STALLS

CITY OF MADERA

STREET IMPROVEMENTS
CONDOR ROAD - RIGHT OF WAY EASEMENT PER 11-P-03 80' WIDE

PROJECT SITE
APN: 013-200-004 15.60 ACRES
APN: 013-200-005 15.00 ACRES
TOTAL SITE AREA 30.60 ACRES

PROPOSED BUILDING INFORMATION
COLD STORAGE WAREHOUSE BUILDING 2,35,200 SF
FLATBED TRUCK UNLOADING/ ANNEX BLDG 12,544 SF
ADMINISTRATION/ OFFICE BLDG 3,999 SF
SHIPPING OFFICE 2,204 SF
TOTAL BUILDING AREA 2,53,947 SF
MUNICIPAL CODE 10-3-1001 TO 10-3-1004 SPECIFIC PLAN #1 (Item III)

MIN REQD PROVIDED MIN REQD PROVIDED
LOT COVERAGE 60%
PHASE-1 FLOOR AREA RATIO (FAR) 19.05%

PROJECTED FLOOR AREA RATIO AT COMPLETION
OF PHASE-2

37.80%
FRONT YARD SETBACK 0' 241' 11" 241' 11"
SIDE YARD SETBACK 10' ~60' Avg ~60' Avg
REAR YARD SETBACK 0' 60' 60'

MIN LANDSCAPE ALONG FRONT AND STREET SIDE
YARDS
8' 171'
MIN LANDSCAPE FOR % OF PARKING LOT 5% EXCEED/ COMPLY
MAXIMUM BUILDING HEIGHT 65'

OFFSITE PARKING SEE PARKING CALCULATIONS

CONDOR ROAD
275' 500'
511.36'
503.21'
60' MINIMUM SETBACK FOR UNLIMITED AREA BUILDINGS
280'
840'

PRODUCT TEMPERING/ STAGING AREA

FLATBED TRUCK
(SHIPPING/ RECEIVING)

DEPRESSED

TRUCK DOCKS
RECEIVING (2)

DEPRESSED TRUCK
DOCKS SHIPPING (4)

CARD ACCESS/ SECURED ENTRY

ADMINSTRATION BLDG
3,999 SF

PRODUCT-IN/ RECEIVING/

TEMPORARY QUARANTINE
TRUCK

TURNAROUND

FLAT BED

SHIPPING

STAGING

FLAT BED &

INCOMING

SHIPMENT

RECEIVING /

STAGING

EMPTY/ BYPASS LANE

SHIPPED/ WEIGHED TRUCKS
PHASE-1
254,016 SF
(WAREHOUSE: 235,200 SF)

ANNEX BLDG
12,544 SF
840'

EMPLOYEE /

VISITOR PARKING
86'
46'

LANDSCAPE
AREA
1 2
3 4
5 241' - 11"
170' - 11 1/2" 5' - 6" 19' - 0"
24' - 6"
17' - 3 1/2"
5' - 0"
94' - 11 1/2"
15' - 0"
COGEN-1
COGEN-2
TESLA
172' - 7" MEGAPACK
XERISCAPE XERISCAPE RAMP DN 12' - 0"
CLR
25' - 0"
25' - 0"
24' - 10 1/2"

XERISCAPE
RAMP
DN
RAMP
RAMP
RAMP
RAMP
RAMP
6 7
8 9
10 11
12 13
14 SHIPPING OFFICE
2,204 SF
19' - 6"
58' - 6 1/2"
60' - 3 1/2"
40' - 0"
16 15
170' - 6 1/2"
(1) (7)
(21) (26)

EMPLOYEE PARKING
(1)
(20)
(10)
17 1

LOADING DOCKS
80' - 0"
10' - 0"
35' - 0"
18 No. C-17165
Ren. 11/30/23
I L
T A
S
R

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1" = 40'-0"
VR2110
PHASE-1 ENLARGED SITE PLAN


CONDITIONED STORAGE FACILITY
### CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
HV
RER
02/23/22
A 1.2
1" = 40'-0" 1
PHASE-1 ENLARGED SITE PLAN

KEYNOTES
1 FIRE RISER ROOM
2 MAIN ELECTRICAL ROOM
3 MODULAR SELF CONTAINED

REFRIGERATION EQUIPMENT

ENCLOSURE - TYPICAL
4 FUTURE - TRUCK WEIGHING SCALE
(INCOMING AND OUT BOUND)
5 LIMITS OF PHASE-1 PAVED

SURFACE
6 6' TALL CHAINLINK FENCE ALONG
PROPERTY PERIMETER U.O.N
7 6' TALL TRUCK ACCESS GATES
8 6' TALL POWDER COATED BLACK

WROUGHT IRON FENCE ON THE

WEST SIDE FACING CONDOR ROAD
ONLY
9 FIRE DEPARTMENT ACCESS GATES
10 OUTDOOR EQUIPMENT YARD
11 CLEAN AIR VEHICLE PARKING.

PAINT THE WORDS "CLEAN
AIR/VANPOOL/EV" IN PAINT USED

FOR STALL STRIPING SUCH THAT

THE LOWER EDGE OF THE LAST

WORD ALIGNS WITH THE END OF

THE STALL STRIPING AND IS

VISIBLE BENEATH A PARKED
VEHICLE.
12 PRE-CAST WHEEL STOPS -

TYPICAL
13 VAN ACCESSIBLE PARKING STALL
14 PROPOSED 9'X19' PARKING
STALLS
15 TRASH ENCLOSURE PER CITY OF
MADERA STANDARD DWG E-7
16 CONCRETE APRON
17 ELECTRIC VEHICLE CHARGING

STATION
18 MONUMENT SIGN PER CITY OF

MADERA STANDARDS

SITE ACCESS NOTES

1. NIGHT TIME SECURITY GATES:

SHALL REMAIN OPEN DURING BUSINESS

HOURS AT ALL TIMES AND SHALL BE

CLOSED ONLY WHEN THE ENTIRE

WAREHOUSE OPERATIONS IS SHUTDOWN

2. TRUCK ACCESS GATES:

SECURED AT ALL TIMES AND ACCESS

BY CARD READER OR BY SECURITY
PERSONNEL ONLY. LOOPED

AUTOMATED EXITS

3. FIRE DEPARTMENT ACCESS GATE:

SECURED AT ALL TIMES AND FOR USE

BY FIRE DEPARTMENT ONLY AS

REQUIRED
NOTE: ALL GATES SHALL HAVE KNOX

BOX LOCATED FOR FIRE DEPARTMENT

ACCESS PER CITY OF MADERA

STANDARDS

ZONING CRITERIA PARKING CALCULATIONS

REVISIONS

NO DESCRIPTION DATE BY
1 SDR-2021-41_ PLAN CHECK
RESPONSE #2

02.23.2022
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GFI S S
GFI
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GFI S S
GFI
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FIRE TRUCK - 43'-0"
BOX TRUCK - 53'-0"

FLAT BED
TRUCK - 53'-0"
BOX TRUCK - 53'-0"
Fire
Tru
c
k
Fire
Tru
c
k
Fire Truck
Fire Truck
Fire
Truck
Fire
Tru
c
k
No. C-17165
Ren. 11/30/23
I L
T A
S
R

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1" = 40'-0"
VR2110

TRUCK TRAFFIC CIRCULATION PLAN


CONDITIONED STORAGE FACILITY
### CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
AP
RER
02/23/22
A 1.3
1" = 40'-0" 1

TRUCK TRAFFIC CIRCULATION PLAN

REVISIONS

NO DESCRIPTION DATE BY
1 SDR-2021-41_ PLAN CHECK
RESPONSE #2

02.23.2022
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25 26 27
NR

JANITOR/

UTILITIES

WOMEN'S

HALLWAY
BREAK
ROOM

WAREHOUSE
MGR.

WAREHOUSE
SUPERV.

MEN'S

DRIVER'S
UNISEX

DRIVER'S
LOUNGE

SHIPPING
OFFICE
19' - 0" 19' - 0"
28' - 0" 28' - 0"
56' - 0"
38' - 0"
123
M

6.1 PS

1.145
6 BREAK
ROOM

WAITING
AREA/
LOBBY

CONFERENCE
ROOM

ELECTRICAL/
IT/

TELECOM
ROOM

FIRE PUMP

ROOM WOMEN'S MEN'S

MAINTENANCE
SHOP
OPEN
OFFICE

GOWN-IN JANITOR
23' - 1" 4' - 6" 18' - 1 1/2"
1' - 3" 26' - 9" 28' - 0" 28' - 0" 1' - 0"30' - 0" 16' - 0 1/2" P.1
86' - 0"
46' - 6"
No. C-17165
Ren. 11/30/23

I L T A S
R
F
CA
L
T E
O
I A
F
I
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N R
E
A
E
R
A
D
R
S

C E N E X
CT

E Y H S CMI T E
DESIGN
231 MARKET PLACE #255
SAN RAMON, CALIFORNIA 94583
PHONE: (888) 475-3629 x 101
FAX: (888) 332-6959
[email protected]
These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act of 2017. COPYRIGHT NOTICE: Under such protection, unauthorized use of these plans, work, or project represented, can legally result in the cessation of construction or building being seized and/or monetary compensation to VR DESIGN, Inc. This protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design.

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1/8" = 1'-0"
VR2110

ENLARGED FLOOR PLANS


CONDITIONED STORAGE FACILITY
## CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
AP
RER
02/23/22
A 2.0
1/8" = 1'-0"
3 ENLARGED SHIPPING OFFICE
1/8" = 1'-0"
1 ENLARGED ADMIN BLDG PLAN

REVISIONS

NO DESCRIPTION DATE BY
1 SDR 2021-41 PLAN CHECK RESPONSE #2

02.23.2022
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SITE LEVEL-6"

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BLDG EAVE HT
28' - 0"

FINISH FLOOR
LEVEL
0"

TRUCK DOCK
LEVEL -4' - 0"
16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 81' - 0"

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
11 3
12 13
SITE LEVEL-6"

WAREHOUSE

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28' - 0"

TRUCK DOCK
LEVEL -4' - 0"

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28' - 0"

FINISH FLOOR
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1 1.123456 6.1789 10 11 12 13 14 15 16 17 18 19

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
8 9
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35' - 0"
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P.1 G.5 F.5 3 27 35' - 0"
No. C-17165
Ren. 11/30/23

I L T A S
R
F
CA
L
T E
O
I A
F
I
O
N R
E
A
E
R
A
D
R
S

C E N E X
CT

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1/16" = 1'-0"
VR2110

ELEVATIONS


CONDITIONED STORAGE FACILITY
## CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
AP/VG
RER
02/23/22
A 3.0
1/16" = 1'-0"
3 SOUTH ELEVATION_PART B
1/16" = 1'-0"
1 WEST ELEVATION
1/16" = 1'-0"
2 SOUTH ELEVATION_PART A
1/16" = 1'-0"
4 EAST ELEVATION

KEYNOTES
1 4" INSULATED METAL PANEL

WALL - COOL EMERALD GREEN
COLOR
2 4" INSULATED METAL PANEL

WALL - DRIFTWOOD COLOR
3 4" INSULATED METAL PANEL

WALL - REGAL WHITE COLOR
4 MAIN OFFICE STORE FRONT

ENTRANCE
5 ANODIZED ALUMINUM

STOREFRONT WINDOWS W/

GREEN TINTED TEMPERED

GLAZING - TYPICAL
6 LIGHTED SIGNAGE PER CITY OF

MADERA STANDARDS
7 SURFACE MOUNTED ACCENT

LIGHT FIXTURES
8 OFFICE ENTRY FEATURE WALL W/

SMOOTH PANELS TO MATCH

COOL EMERALD GREEN COLOR
9 6" DOWNSPOUTS TO MATCH

REGAL WHITE COLOR TYPICAL
10 OFFICE CANOPY OVERHANG TO

MATCH COOL EMERALD GREEN
COLOR
11 3'X7' HM OR FREEZER DOORS

TO MATCH DRIFTWOOD PANEL

COLOR - TYPICAL
12 REFRIGERATED EQUIPMENT

BUILDING/ CONTAINER - METAL

PANEL TO MATCH COOL

EMERALD GREEN PANEL
COLOR
13 PEMB- GUTTER AND TRIM TO

MATCH COOL EMERALD GREEN

TYPICAL

REGAL WHITE
(WALL PANEL)

DRIFTWOOD
(WALL PANEL)

COOL EMERALD GREEN
(WALL PANEL)

PANEL COLORS

REVISIONS

NO DESCRIPTION DATE BY
1 SDR 2021-41 PLAN CHECK RESPONSE #2

02.23.2022
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SITE LEVEL
-6"

WAREHOUSE

BLDG EAVE HT
28' - 0"

CURB LEVEL
6"

TRUCK DOCK
LEVEL
-4' - 0"
40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
1 3 2
4 5
6 7
4 SITE LEVEL
-6"

WAREHOUSE

BLDG EAVE HT
28' - 0"

FINISH FLOOR
LEVEL
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TRUCK DOCK
LEVEL
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20 19 18 17 16 15 14 13 12 11 10 9 8 7 6.1 6 5 4 3 2 1.1 1

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
5 1 2 4
3 35' - 0"
1 No. C-17165
Ren. 11/30/23
I L
T A
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F C A L
T E
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I A
FI
O
N R
E A
E RA
D R
S
C E N
E X
CT
E Y
H
S
C
M
I T E
DESIGN
231 MARKET PLACE #255
SAN RAMON, CALIFORNIA 94583
PHONE: (888) 475-3629 x 101
FAX: (888) 332-6959
[email protected]
These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act of 2017. COPYRIGHT NOTICE: Under such protection, unauthorized use of these plans, work, or project represented, can legally result in the cessation of construction or building being seized and/or monetary compensation to VR DESIGN, Inc. This protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design.

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1/16" = 1'-0"
VR2110

ELEVATIONS


CONDITIONED STORAGE FACILITY
## CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
AP/ VG
RER
02/23/22 A 3.1
1/16" = 1'-0" 5
NORTH ELEVATION_PART A
1/16" = 1'-0" 6
NORTH ELEVATION_PART B

KEYNOTES
1 4" INSULATED METAL PANEL

WALL - COOL EMERALD GREEN
COLOR
2 4" INSULATED METAL PANEL

WALL - DRIFTWOOD COLOR
3 SURFACE MOUNTED ACCENT

LIGHT FIXTURES
4 6" DOWNSPOUTS TO MATCH

REGAL WHITE COLOR TYPICAL
5 4" INSULATED METAL PANEL

WALL - REGAL WHITE COLOR
6 3'X7' HM OR FREEZER DOORS

TO MATCH DRIFTWOOD PANEL

COLOR - TYPICAL
7 PEMB- GUTTER AND TRIM TO

MATCH COOL EMERALD GREEN

TYPICAL

REVISIONS

NO DESCRIPTION DATE BY
1 SDR 2021-41 PLAN CHECK
RESPONSE #2

02.23.2022

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2' - 0"
3' - 6" 3' - 6"

1.1 P.1
S
4 3' - 6" 3' - 6"
SITE LEVEL-6"
12345 6.1

OFFICE / SHIPPING

BLDG PARAPET HT
17' - 6"

OFFICE BLDG

SOFFIT HT
10' - 0"

1.16 OFFICE/ SHIPPING

BLDGS EAVE HT
14' - 0"

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
7' - 0"
6' - 2 1/2"
1' - 6" 2' - 8" 4' - 4" 3' - 6"

FINISH FLOOR
LEVEL
0"
MPS

OFFICE / SHIPPING

BLDG PARAPET HT
17' - 6"

OFFICE BLDG

SOFFIT HT
10' - 0"

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
6' - 10 1/2"
3' - 8 1/2"
P.1
No. C-17165
Ren. 11/30/23

I L T A S
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CA
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C E N E X
CT

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
As indicated
VR2110

OFFICE BUILDING


CONDITIONED STORAGE FACILITY
## CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
AP/VG
RER
02/23/22
A 3.2
1/2" = 1'-0"
3 OFFICE BLDG DETAIL 2
1/2" = 1'-0"
4 OFFICE BLDG DETAIL 1
1/4" = 1'-0"
5 OFFICE BUILDING- ELEVATION 2
1/4" = 1'-0"
2 OFFICE BUILDING- ELEVATION 1

REVISIONS

NO DESCRIPTION DATE BY
1 SDR 2021-41 PLAN CHECK RESPONSE #2

02.23.2022
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SITE LEVEL-6"

WAREHOUSE

BLDG EAVE HT
28' - 0"

TRUCK DOCK
LEVEL -4' - 0"

ABCDEFGJKLM

TEMPERING ROOM

REFRIGERATED STORAGE

WAREHOUSE

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
F.5 G.5
S1.1
AW-400
Level 1
0"
Level 2
10' - 0"
SITE LEVEL-6"

WAREHOUSE

BLDG EAVE HT
28' - 0"

TRUCK DOCK
LEVEL -4' - 0"
1 1.123456 6.1789 10 11 12 13 14 15 16 17 18 19 20

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
1 AW-401
SITE LEVEL-6"

WAREHOUSE

BLDG EAVE HT
28' - 0"
19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
2 AW-401
3 AW-401
SITE LEVEL -6"
SPM

OFFICE / SHIPPING

BLDG PARAPET HT
17' - 6"

SUSPENDED

CEILING HEIGHT
9' - 0"

OFFICE BLDG

ENTRANCE

FEATURE HT
20' - 6"
P.1
No. C-17165
Ren. 11/30/23

I L T A S
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CA
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T E
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I A
F
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A
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R
A
D
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S

C E N E X
CT

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
As indicated
VR2110

SECTIONS


CONDITIONED STORAGE FACILITY
## CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
UN
RER
02/23/22
A 4.0
1/16" = 1'-0"
1 LONGITUDINAL SECTION THRU

WAREHOUSE
1/16" = 1'-0"
2 TRANSVERSE SETION - PART A
1/16" = 1'-0"
3 TRANSVERSE SETION - PART B
1/8" = 1'-0"
4 LONGITUDINAL SECTION THRU ADMIN
BLDG

REVISIONS

NO DESCRIPTION DATE BY
1 SDR 2021-41 PLAN CHECK RESPONSE #2

02.23.2022
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No. C-17165
Ren. 11/30/23

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I A
F
I
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A
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A
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R
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C E N E X
CT

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1 1/2" = 1'-0"
VR2110

PERSPECTIVE VIEW


CONDITIONED STORAGE FACILITY
## CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
AP/VG
RER
02/23/22
A 8.0
1 1/2" = 1'-0"
1 3D VIEW

REVISIONS

NO DESCRIPTION DATE BY
1 SDR 2021-41 PLAN CHECK RESPONSE #2

02.23.2022

REGAL WHITE
(WALL PANEL)

DRIFTWOOD
(WALL PANEL)

COOL EMERALD GREEN
(WALL PANEL)
IF I I I I I f
-- ---- ,,,
,8sPP<N -== CONSTRUCTION
& ENGINEERING, INC.
vr
No. C-17165
Ren. 11/30/23

I L T A S
R
F
CA
L
T E
O
I A
F
I
O
N R
E
A
E
R
A
D
R
S

C E N E X
CT

Rex Ramsey, Architect License No: 17165
www.vrdesignusa.com

PROJECT
JOB NO
SCALE

DRAWN BY

CHECKED BY

ISSUE DATE
1841 HOWARD ROAD, MADERA, CA 93637
P (559) 661-1111 ; F (559) 673-0600
www.spanconstruction.com
1 1/2" = 1'-0"
VR2110

PERSPECTIVE VIEW


CONDITIONED STORAGE FACILITY
## CONDOR ROAD
MADERA, CALIFORNIA 93637
ORIGO
AP/VG
RER
02/23/22
A 8.1
1 1/2" = 1'-0"
1 3D VIEW - FRONT

REVISIONS

NO DESCRIPTION DATE BY
1 SDR 2021-41 PLAN CHECK RESPONSE #2

02.23.2022
1 1/2" = 1'-0"
2 3D VIEW - REAR
,8sPP<N -== CONSTRUCTION
& ENGINEERING, INC.
vr

PROPOSED BUILDING
PHASE 1

FUTURE BUILDING
PHASE 2
(NOT A PART OF THIS APPLICATION)

CONDOR ROAD
1 1
HIGHWAY 99

EXISTING PROPERTY LINE EXISTING PROPERTY LINE

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE
30' ROAD EASEMENT

PRELIMINARY GRADING AND DRAINAGE PLANS FOR

AMOND WORLD

MADERA, CALIFORNIA
0 1" =
120 60 120
120'

GENERAL INFORMATION

1. C1.1 COVER SHEET

2. C1.2 DETAILS AND CROSS SECTIONS

SITE PLANS

3. C2.1 TOPOGRAPHIC PLAN

4. C2.2 TOPOGRAPHIC PLAN

5. C2.3 TOPOGRAPHIC PLAN

6. C3.1 PRELIMINARY GRADING AND DRAINAGE PLAN

7. C3.2 PRELIMINARY GRADING AND DRAINAGE PLAN

8. C3.3 PRELIMINARY GRADING AND DRAINAGE PLAN

9. C4.1 PRELIMINARY UTILITY

10. C4.2 PRELIMINARY UTILITY

11. C4.3 PRELIMINARY UTILITY

SHEET INDEX

PROJECT LOCATION

SITE ADDRESS

CONDOR DRIVE
MADERA, CA 93637

ABBREVIATIONS

PLUS OR MINUS (NOT EXACT)
AT

AGGREGATE BASE

ASPHALT CONCRETE

ACCESSIBLE

AVERAGE DAILY TRUCK TRAFFIC

ATRIUM GRATE

ALTERNATE

ASSESSORS PARCEL NUMBER

AUTOMATIC SPRINKLER RISER
AVENUE

BEGIN CURVE

BOUNDARY

BACK FLOW PREVENTOR
BOOK

BENCH MARK

BACK OF WALK

BUILDING SETBACK LINE

BEGIN VERTICAL CURVE

CURB AND GUTTER

CATCH BASIN

CONTINUOUS DEFLECTION

SEPARATORS

CAST IRON PIPE

CENTER LINE

CORRUGATED METAL PIPE

CLEAN OUT

CITY OF MADERA

COMPACTION

CONCRETE

CURB RETURN
COURT

CHECK VALVE

DOUBLE DETECTOR CHECK VALVE

DRAIN INLET

DIAMETER
±
@
AB
AC
ACC
ADTT
AG
ALT
APN
ASR
AVE
BC
BDRY
BFP
BK
BM
BW
BSL
BVC
C&G OR C.G.

CB
CDS
CIP
℄ OR CL
CMP
CO
COM OR C.O.M.

COMP.

CONC OR CC
CR
CT.

CV
DDCV
DI
DIA

JOINT TRENCH

MAXIMUM

MADERA COUNTY

MAINTENANCE HOLE

MINIMUM

MODESTO IRRIGATION DISTRICT
NORTH
NDS INC. (MANUFACTURER)

NOT INCLUDED

NORTHSTAR ENGINEERING

NOT TO SCALE

ON CENTER
OFFSET

ORIGINAL GROUND / GRADE

OVER HEAD ELECTRIC

PAVEMENT

POINT OF COMPOUND CURVE OR

PORTLAND CEMENT CONCRETE
PAGE

PACIFIC GAS AND ELECTRIC

PRESSURE INDICATOR VALVE

PROPERTY LINE

PARCEL MAP

POINT OF CONNECTION

POWER POLE

POINT OF REVERSE CURVATURE

PROFILE
POINT

PRESSURE TREATED DOUGLAS FIR

PUBLIC UTILITY EASEMENT

POLYVINYL CHLORIDE PIPE

RECLAIMED WATER

RIGHT-OF-WAY
RADIUS

RELATIVE COMPACTION

REINFORCED CONCRETE PIPE

RELATIVE DENSITY
JT
MAX
MC
MH
MIN
M.I.D
N
NDS
NIC
NSE
NTS
OC
OF
OG
OHE

P OR PAV
PCC
PG
PG&E
PIV
PL
PM
POC
PP
PRC
PROF
PT
PTDF
PUE
PVC
RW
R/W
R
RC
RCP
R.D.

DIP
(DOM)
DR
DW
E
EC
ELC
ELEV
EP
ER

ESMT OR EASE

EX OR EXIST
FDC
FES
FF
FG
FH
FL
FM
FS
FSR
GB
GR
GS
GS@W
GV
HORIZ
HP
HPS
HT
HWY
ID
INV
IRR
LF
LN
LP

DUCTILE IRON PIPE

DOMESTIC
DRIVE

DRIVEWAY
EAST

END OF CURVE

ELECTROLIER

ELEVATION

EDGE OF PAVEMENT

END OF RETURN

EASEMENT

EXISTING

FIRE DEPARTMENT CONNECTION

FLARED END SECTION

FINISH FLOOR

FINISH GRADE

FIRE HYDRANT

FLOW LINE

FORCE MAIN

FIRE SERVICE

FIRE SPRINKLER RISER

GRADE BREAK

GRATE, GRADE, OR GROUND

GROUND SHOT ELEVATION

GROUND SHOT AT WALL

GATE VALVE

HORIZONTAL

HIGH POINT

HIGH PRESSURE SODIUM
HEIGHT

HIGHWAY

INSIDE DIAMETER
INVERT

IRRIGATION

LINEAL FEET OR LINEAR FEET
LANE

LOW POINT
RD
RET
RV
RP
BP
S
SD
SG
SHT
SIM
SNS
ST
STL
STA
STD

S/W OR SW
SS
TC
TD
TDC
TEMP
TG
THRU
TI
TW
TPE
TVC
TYP
UON
VERT
VCP
W
WM
WS
WY
W/
WWF
ROAD
RETURN

RESISTANCE VALUE

REDUCED PRESSURE

BACKFLOW PREVENTER

SLOPE OR SOUTH

STORM DRAIN

SUB-GRADE
SHEET

SIMILAR

STREET NAME SIGN
STREET
STEEL

STATION

STANDARD

SIDEWALK

SANITARY SEWER

TOP OF CURB

TRENCH DRAIN

TOP OF DRIVE OVER CURB

TEMPORARY

TOP OF GRATE

THROUGH

TRAFFIC INDEX

TOP OF WALL

TREE PLANTING EASEMENT

TOP OF VERTICAL CURB

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

VITRIFIED CLAY PIPE

WATER OR WEST

WATER METER

WATER SERVICE
WAY
WITH

WELDED WIRE FABRIC

EXISTING PROPOSED
32 32

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

MONUMENT
SAWCUT

CURB, GUTTER AND SIDEWALK

EDGE OF PAVEMENT

CONCRETE VALLEY GUTTER

TRENCH DRAIN

STORM DRAIN (MAIN)

FORCE MAIN

DRAINAGE SWALE

STORM DRAIN MAINTENANCE HOLE

CURB INLET

DRAIN INLET

DRAIN INLET ON MAINTENANCE HOLE

STORM DRAINAGE FILTER

WATER (MAIN)

WATER (SERVICE)

WATER VALVE

WATER BLOW OFF VALVE

BACK FLOW PREVENTER

DOUBLE CHECK DETECTOR ASSEMBLY

POST INDICATOR VALVE (SINGLE)

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

WATER METER

SERVICE STUB

CLEANOUT

SEWER MAINTENANCE HOLE

GREASE TRAP

SEWER (MAIN)

JOINT TRENCH (APPROX LOCATION)

TRANSFORMER (APPROX LOCATION)

OVER HEAD ELECTRICAL

SERVICE POLE

JOINT POLE

JOINT POLE WITH LIGHT

POWER POLE

TELEPHONE POLE
GUY

ELECTRICAL MANHOLE

ELECTROLIER

UTILITY BOX

GAS LINE

GAS VALVE

PAD ELEVATION

FINISH FLOOR ELEVATION (PROPOSED)

BUILDING PAD

TOP OF CURB ELEVATION

ORIGINAL GROUND

DIRECTION OF FLOW

CONTOURS

WALL (SEE LABEL FOR TYPE)

FENCE (CHAINLINK OR VINYL)

FENCE (WIRE OR HOGWIRE)

FENCE (WOOD OR WROUGHT IRON)

FENCE (SPLIT RAIL)

TREE OR SHRUB

TREE STUMP

IRRIGATION LINE

IRRIGATION VALVE

IRRIGATION PRESSURE MANHOLE/VENT
SIGN

KEYNOTE SYMBOL
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
FF=100.00
100W 150W 200W
N/A
48"FD
Ex12"SD 12"SD
Ex48"FM
Ex8"W
Ex8"W 8"W
8"W
WV WV
BO BO
BFP
WM
JP
SP
PP
TP
JP
GV
Ex48"IRR 8"IRR
ICV
Ex12"SS 12"SS
X
DCDA
PIV

8.66 TC

8.66 EG

6.1%
DCDA
BFP
PIV
WM
N/A

10.0 8.66 TC

6.1%
ICV
X
LEGEND

COVER SHEET

AS SHOWN

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PLOTTED: 02/24/2022 11:45 PLOTTED BY: JgrajedaDWGNAME: F:\21-2899 Amond World\Civil\SPR plans\C1.1 CVR.dwg C1.1
COPYRIGHT © 2022 NORTHSTAR ENGINEERING GROUP, INC
21-2899
CIG
TG
JG/NM
02/23/2022

MADERA,

AMOND WORLD

PRELIMINARY GRADING AND DRAINAGE PLANS FOR
PRELIMINARY:

NOT FOR

CONSTRUCTION

PROJECT

LOCATION

VICINITY MAP
NTS
GOLDEN STATE HIGHWAY (HWY 99)
GOLDEN STATE HIGHWAY (HWY 99)

FALCON DR

CONDOR DR

CONDOR DR
AVENUE 16 AVENUE 16
1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21
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AS SHOWN

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PLOTTED: 02/24/2022 11:45 PLOTTED BY: JgrajedaDWGNAME: F:\21-2899 Amond World\Civil\SPR plans\C1.2 DTL.dwg C1.2
COPYRIGHT © 2022 NORTHSTAR ENGINEERING GROUP, INC
21-2899
CIG
TG
JG/NM
02/23/2022

MADERA,

AMOND WORLD
PRELIMINARY GRADING AND DRAINAGE PLANS FOR PRELIMINARY: NOT FOR

PROPOSED BUILDING

CONSTRUCTION
FF= SEE PLAN
CROSS SECTION "A"
A NTS
CROSS SECTION "B"
B NTS
CROSS SECTION "C"
C NTS

EXISTING GROUND

PROPOSED CURB AND GUTTER

PROPOSED

PAVEMENT

PROPOSED BUILDING
FF= SEE PLAN

EXISTING GROUND
EXISTING GROUND (CONDITION 1)

EXISTING GROUND

PROPOSED

PAVEMENT

PROPOSED VERTICAL CURB
CROSS SECTION "D"
D NTS
FF= SEE PLAN

PROPOSED BUILDING

PROPOSED SWALE

PROPOSED SIDEWALK, CURB AND GUTTER PROPOSED SIDEWALK

PROPOSED CURB, GUTTER

AND SIDEWALK

EXISTING GROUND
PL

PROPOSED STREET PAVEMENT

CONDOR ROAD
EXISTING GROUND (CONDITION 2)
PL

PROPOSED VALLEY
GUTTER
PL

PROPOSED CURB AND SIDEWALK

PROPOSED

PAVEMENT
1" RAMP TO DOOR
1" RAMP TO DOOR
1" RAMP TO DOOR

PROPOSED LANDSCAPE
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EXISTING BUILDING

EXISTING CONCRETE PAD

EXISTING NITROGEN TANK

EXISTING VALLEY GUTTER

EXISTING CONCRETE

EXISTING GRAVEL ROAD

EXISTING DIRT ROAD

EXISTING ELECTRICAL BOX

EXISTING JOINT-POLE

EXISTING GUY-WIRE
EXISTING 6' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK) EXISTING 6' FENCE (CHAINLINK) EXISTING 6' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK)
EXISTING 4' FENCE (BARBED WIRE)
EXISTING 8' FENCE (CHAINLINK)
EXISTING 8' FENCE (CHAINLINK)
EXISTING 8' FENCE (CHAINLINK)
EXISTING 8' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK)

EXISTING TRASH ENCLOSURE
(TYP)EXISTING BEAM W/ 36" CONC. BASE

EXISTING TRASH ENCLOSURE
EXISTING 6' FENCE (CHAINLINK)
EXISTING 2' RAIL

EXISTING IRRIGATION BOX
12"TREE
12"TREE
12"TREE
12"TREE
(5)EXISTING BOLLARD (6"x5')
(2)EXISTING BOLLARD (4"x4')
(3)EXISTING BOLLARD (6"x4')
(2)EXISTING BOLLARD (4"x4')

EXISTING PAVEMENT

EXISTING DOUBLE DETECTOR CHECK VALVE

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE

EXISTING SIGN
"UNDERGROUND WATER PIPE"
EXISTING SIGN "UNDERGROUND WATER PIPE"
30'
ROAD

EASEMENT
30'
ROAD

EASEMENT
EX-SDMH(15968)
±255.84RIM
±249.73FL(18")S
±248.76FL(24")W
±248.74FL(24")E
EX-SDCB(15965)
±255.53RIM
±250.13FL(18")N
EX-SDCB(19165)
±257.02RIM
EX-SDCB(15873)
±255.55RIM
±249.11FL(18")NW
EX-SSMH(15900)
±257.01RIM

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING PROPERTY LINE
30'
ROAD

EASEMENT
30'
ROAD

EASEMENT
EXISTING 4' FENCE (BARBED WIRE)

EXISTING POWER POLE

EXISTING SIGN
"UNDERGROUND WATER PIPE"
EXISTING 4' FENCE (BARBED WIRE)

EXISTING POWER POLE
30' ROAD

EASEMENT

TOPOGRAPHIC PLAN

AS SHOWN

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PLOTTED: 02/24/2022 11:45 PLOTTED BY: JgrajedaDWGNAME: F:\21-2899 Amond World\Civil\SPR plans\C2.1 TPO.dwg C2.1
COPYRIGHT © 2022 NORTHSTAR ENGINEERING GROUP, INC
21-2899
CIG
TG
JG/NM
02/23/2022

MADERA,

AMOND WORLD

PRELIMINARY GRADING AND DRAINAGE PLANS FOR
PRELIMINARY:

NOT FOR

CONSTRUCTION
0 1" =
40 20 40
40'
1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21
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EXISTING 6' FENCE (CHAINLINK)
EXISTING 5' FENCE (CHAINLINK)
EXISTING 5' FENCE (CHAINLINK)
EXISTING 4' FENCE (BARBED WIRE)

EXISTING GATE
EXISTING 4' FENCE (BARBED WIRE)
24"TREE
24"TREE
24"TREE
28"TREE
12"TREE
20"TREE
12"TREE
36"TREE
36"TREE
30"TREE
18"TREE 20"TREE
15"TREE
24"TREE
15"TREE 15"TREE
24"TREE
30"TREE
20"TREE
8"TREE
(TYP)EX. TREE (TYP)EX. TREE

EXISTING PROPERTY LINE

EXISTING LOT LINE

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PLOTTED: 02/24/2022 11:46 PLOTTED BY: JgrajedaDWGNAME: F:\21-2899 Amond World\Civil\SPR plans\C2.2 TPO.dwg C2.2
COPYRIGHT © 2022 NORTHSTAR ENGINEERING GROUP, INC
21-2899
CIG
TG
JG/NM
02/23/2022

MADERA,

AMOND WORLD

PRELIMINARY GRADING AND DRAINAGE PLANS FOR
PRELIMINARY:

NOT FOR

CONSTRUCTION TOPOGRAPHIC PLAN

AS SHOWN
0 1" =
40 20 40
40'
1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21
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257.5
258.5
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256.5 256.5
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262.0
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261.0 260.5 261.5
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260.0
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262.0 262.0
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257.5 257.5
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258.5
258.5
258.5
259.0
259.0
259.5
259.5
260.5
260.5
261.0
261.0
261.5
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256.0
258.0
256.5
257.0
257.5
258.5
259.0
260.0
259.0
259.5
261.0
260.5
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261.0261.5 260.0
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259.5259.0
261.0260.5 261.5
258.0 258.0
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258.0
258.0
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256.5
257.5
257.5
257.5
258.5
258.0
258.0
258.0
256.5
257.0 257.0
257.0
257.5
257.5
257.5
258.5
258.0 257.5
258.0
256.5
257.0
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SLB WV WV
JP

PG&E SLB
WV WV
JP
WV
WV
WV
ICV
IRR
IRR
IRR
IRRIRR
JP
PP
PP
ELC
BFP WM
WMDCDA
DCDA
WV
DCDA
WV

EXISTING BUILDING

EXISTING SHED

EXISTING CONCRETE

EXISTING GRAVEL ROAD

EXISTING DIRT ROAD

EXISTING JOINT-POLE

EXISTING GUY-WIRE

EXISTING POWER POLE

EXISTING INVERTER BOX

EXISTING STREET LIGHT

EXISTING JOINT POLE

EXISTING PG&E BOX

EXISTING ELECTRICAL VAULT

EXISTING STREET LIGHT BOX

EXISTING STREET LIGHT

EXISTING JOINT POLE

EXISTING GUY-WIRE

EXISTING STREET LIGHT

EXISTING ELECTRICAL BOX

EXISTING STREET LIGHT BOX

EXISTING STREET LIGHT

EXISTING GATE MOTOR

EXISTING COMMUNICATIONS BOX

EXISTING ELECTRICAL BOX

EXISTING ELECTRICAL LID

EXISTING STREET LIGHT

EXISTING GATE PANEL
EXISTING 6' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK) EXISTING 6' FENCE (CHAINLINK) EXISTING 6' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK)
EXISTING 6' FENCE (CHAINLINK)
EXISTING GATE EXISTING 8' FENCE (CHAINLINK)
EXISTING 8' FENCE (CHAINLINK)
EXISTING 8' FENCE (CHAINLINK)
EXISTING 5' WALL (MASONRY)
EXISTING 4' FENCE (BARBED WIRE)
EXISTING 4' FENCE (BARBED WIRE)
EXISTING 4' FENCE (BARBED WIRE)
EXISTING 4' FENCE (BARBED WIRE)
EXISTING 6' FENCE (CHAINLINK)
EXISTING 8' FENCE (CHAINLINK)
EXISTING 8' FENCE (CHAINLINK)
EXISTING 8' FENCE (CHAINLINK)

EXISTING TRASH ENCLOSURE

EXISTING GAS PUMP

EXISTING IRRIGATION BOX

EXISTING IRRIGATION STRUCTURE
4"TREE
(3)EXISTING BOLLARD (6"x4')
(2)EXISTING BOLLARD (4"x4')
(4)EXISTING BOLLARD (6"x4')

EXISTING TRUNCATED DOME

EXISTING BIKE RACK

EXISTING FLAGPOLE

EXISTING PAVEMENT EXISTING PAVEMENT

EXISTING PAVEMENT

AVIATION DR

EXISTING PAVEMENT

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE
(3)EXISTING WATER METER

EXISTING BACKFLOW PREVENTER

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE
EXISTING SIGN "UNDERGROUND WATER PIPE"
EXISTING SIGN "UNAUTHORIZED VEHICLES"
30'
ROAD

EASEMENT
30'
ROAD

EASEMENT
EX-SDCB(15873)
±255.55RIM
±249.11FL(18")NW
EX-SDMH(15439)
±257.39RIM
±244.55FL(48")W
±243.80FL(24")N
±243.01FL(72")E
EX-SDMH(15354)
±256.05RIM
±249.37FL(18")SW
±247.03FL(18")NW
±242.93FL(72")W
±242.83FL(72")E
EX-SDCB(15345)
±255.35RIM
±249.65FL(18")NE
EX-SDCB(15362)
±255.36RIM
±248.26FL(18")SE
EX-SDMH(19382)
±256.68RIM
±245.74FL(24")E
±242.55FL(72")W
±241.65FL(72")S
EX-SSMH(15440)
±257.84RIM
±251.11(18")N
±251.03(18")W
±250.87(18")E
EX-SSMH(15355)
±256.26RIM
±250.61FL(18)E,W
EX-SSMH(19383)
±257.16RIM
±251.87FL(6")N
±250.03FL(12")W
±250.01FL(12")E

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY
30'
ROAD

EASEMENT
30'
ROAD

EASEMENT

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

MADERA,

AMOND WORLD
PRELIMINARY GRADING AND DRAINAGE PLANS FOR PRELIMINARY: NOT FOR CONSTRUCTION TOPOGRAPHIC PLAN

AS SHOWN
0 1" =
40 20 40
40'
1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21
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263.0
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264.0
263.0
263.5
266.0
266.0 266.0
268.0
265.0
265.5
266.5
267.0
267.5
268.5
258.0
260.0
262.0
264.0
257.5
258.5
259.0
259.5
260.5
261.0
261.5
262.5
263.0
263.5
264.5
265.0
265.5
262.0
264.0
266.0
261.0
261.5
262.5
263.0
263.5
264.5
265.0
265.5
266.5
268.0
266.5
266.5
267.0
267.5
268.5
262.0
264.0
262.5
263.0
263.5
264.5
265.0
265.5
266.0
265.0
265.5
266.5
267.0
267.5
268.
268.00
267.5
264.5
265.0
265.0
265.5
265.5
264.0
266.0
263.0
263.5
264.5
265.0
265.5
258.0
260.0
262.0
264.0
257.5
258.5
259.0
259.5
260.5
261.0
261.5
262.5
263.0
263.5
264.5
265.0
264.5
265.0
266.0
265.0
265.5
266.5
267.0
260.0
262.0
259.5
260.5
261.0
261.5
262.5
262.5
256.0
258.0
260.0
256.5
257.0
257.0
257.0
257.5
258.5
259.0
259.5
260.5
261.0
256.0
258.0
258.0
258.0
260.0
254.5 255.0 255.5 256.5
257.0
257.0
257.5 257.0 257.5
257.5
258.5
259.0
259.5
256.5
262.0
264.0
266.0
261.5
262.5
263.0
263.5
264.5
265.0
265.5
262.0
264.0
262.5
263.0
263.5
264.5
265.0
257.0
257.0
257.5
257.5
258.0
257.5
258.5
259.0
260.0
259.5
260.5
261.0
261.5
261.5
262.0
261.5
262.0
262.5
256.0 256.0
256.0
256.0
256.5
256.5
257.0
257.0
256.5
256.0
256.0
256.5
257.0
256.0
256.0
256.5
256.5
257.0
257.0
257.5
256.0
256.0
255.5
256.5
257.0
257.5
256.0
256.5
256.5
256.5
262.0
264.0
266.0
261.5
262.5
263.0
263.5
264.5
265.0
265.5
262.0
262.5
263.0
264.0
262.5
263.0
263.5
265.0
265.5
254.0
254.0
256.0
256.0
258.0
260.0
262.0
264.0
254.5
254.5
255.0
255.0
255.5
255.5 256.5
256.5
257.0
257.5
258.5
259.0
259.5
260.5
261.0
261.5
262.5
263.0
263.5
258.0
260.0
257.0
257.5
258.5
259.0
259.5
266.0
265.5
266.5
264.0
263.5
264.5
265.0
265.5
262.0
261.5
262.5
263.0
263.0
ICV
IRR
PP
PP
JP
WV
DCDA
WV

DCDA WV

EXISTING BUILDING

EXISTING CONCRETE PAD

EXISTING NITROGEN TANK

EXISTING VALLEY GUTTER

EXISTING CONCRETE

EXISTING GRAVEL ROAD

EXISTING DIRT ROAD

EXISTING ELECTRICAL BOX

EXISTING JOINT-POLE

EXISTING TRASH ENCLOSURE
(TYP)EXISTING BEAM W/ 36" CONC. BASE

EXISTING TRASH ENCLOSURE
EXISTING 6' FENCE (CHAINLINK)
EXISTING 2' RAIL

EXISTING IRRIGATION BOX
12"TREE
12"TREE
12"TREE
12"TREE
(5)EXISTING BOLLARD (6"x5')
(2)EXISTING BOLLARD (4"x4')
(3)EXISTING BOLLARD (6"x4')
(2)EXISTING BOLLARD (4"x4')

EXISTING PAVEMENT

EXISTING DOUBLE DETECTOR CHECK VALVE

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE

EXISTING SIGN
"UNDERGROUND WATER PIPE"
EXISTING SIGN "UNDERGROUND WATER PIPE"
30'
ROAD

EASEMENT
30'
ROAD

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING PROPERTY LINE
30'
ROAD

EASEMENT
30'
ROAD

EASEMENT

EXISTING POWER POLE

EXISTING SIGN
"UNDERGROUND WATER PIPE"

EXISTING POWER POLE
30' ROAD

EASEMENT

FUTURE TRUCK SCALE
A
C1.2
C
C1.2
D
C1.2

OFFICE BLDG

SHIPPING
OFFICE
00 16
00 17
00 18
1900
00 20
00 21
00 22
00 23
00 24
25'
5' 25' 30'

35.25'
611.86'
20' 63.25' 30.33' 46.39'

40.98' 53'
281.12'
144.33'
169.54'

5.5' 19' 25' 17.18' 5'
12' 12'
12' 12' 24' 10'
80'

CONDOR ROAD
FF= 265.75
FF= 265.75

PROPOSED BUILDING
PHASE 1
FF= 265.75

PROPOSED BUILDING
PHASE 1
FF= 265.75
1 1
HP
GBHP
GB
GB
HP
GB
HP
GB
HP
HP
GB
GB
HP
HP
HP
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE

SLOPE SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE

SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
HP
SLOPE

PRELIMINARY GRADING

AND DRAINAGE PLAN

AS SHOWN

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

MADERA,

AMOND WORLD

PRELIMINARY GRADING AND DRAINAGE PLANS FOR
PRELIMINARY:

NOT FOR

CONSTRUCTION
0 1" =
40 20 40
40'
1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21
------~
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267.5
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266.5
267.0
267.5
266.0
268.0
270.0
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266.5
267.0
267.5
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269.0
269.5
270.5
271.0
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265.5
266.5
267.0
267.5
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264.0
266.0
268.0
270.0
263.5
263.5
264.5
265.0
265.5
266.5
267.0
267.5
268.5
269.0
269.5
270.5
264.0
264.0
263.5
262.0
262.0
264.0
262.5
262.5
263.0
263.5
264.5
265.0
262.0
262.0
264.0
266.0
268.0
262.5
262.5
263.0
263.0
263.5
263.5
264.5
265.0
265.5
266.5
267.0
267.5
268.5
269.0
269.5
264.0
266.0
264.5
265.0
265.5
266.5
267.0
262.0
264.0
264.0
264.0
261.5
262.5
263.0
263.0
263.0
263.5
263.5
263.5
263.5
263.5
264.5
264.5
264.0
264.5
265.0
262.0
264.0
261.0
261.5
262.5
263.0
263.5
264.5
265.0
262.0
262.0
262.5
263.0
262.0
262.5
263.0
262.0
262.0
262.5
262.5
262.5
262.5
263.0
263.0
264.0
266.0
268.0
264.5
265.0
265.5
266.5
267.0
267.5
268.5
271.5
270.0
269.0
269.5
270.5
271.0
266.0
268.0
265.5
266.5
267.0
267.5
268.5
269.0
268.0
268.5
269.0
266.0
268.0
265.5
266.5
267.0
267.5
268.5
EXISTING 6' FENCE (CHAINLINK)
EXISTING 5' FENCE (CHAINLINK)
EXISTING 5' FENCE (CHAINLINK)
EXISTING 4' FENCE (BARBED WIRE)

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING LOT LINE
B
C1.2

FUTURE BUILDING
PHASE 2
(NOT A PART OF THIS APPLICATION)

SHIPPING
OFFICE
ANNEX BLDG 5' 25' 30'
5' 25'

75.21' 106.17'
22' 10.73'

PROPOSED BUILDING
PHASE 1
FF= 265.75
FF= 265.75
FF= 265.75

PROPOSED BUILDING
PHASE 1
FF= 265.75
GB
HP
GB
HP
GB
HP
HP
HP
HP
HP
HP

SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE SLOPE

SLOPE SLOPE
269.13'
4' 21.97'

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

MADERA,

AMOND WORLD

PRELIMINARY GRADING AND DRAINAGE PLANS FOR
PRELIMINARY:

NOT FOR

CONSTRUCTION

PRELIMINARY GRADING

AND DRAINAGE PLAN

AS SHOWN
0 1" =
40 20 40
40'
1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21
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SLB WV WV
JP

PG&E SLB
WV WV
JP
WV
WV
WV
ICV
IRR
IRR
IRR
IRRIRR
JP
PP
PP
ELC
BFP WM
WMDCDA
DCDA
WV
DCDA
WV

EXISTING BUILDING

EXISTING SHED

EXISTING CONCRETE

EXISTING GRAVEL ROAD

EXISTING DIRT ROAD

EXISTING JOINT-POLE

EXISTING GUY-WIRE

EXISTING POWER POLE

EXISTING INVERTER BOX

EXISTING STREET LIGHT

EXISTING JOINT POLE

EXISTING PG&E BOX

EXISTING ELECTRICAL VAULT

EXISTING STREET LIGHT BOX

EXISTING STREET LIGHT

EXISTING JOINT POLE

EXISTING GUY-WIRE

EXISTING STREET LIGHT

EXISTING ELECTRICAL BOX

EXISTING STREET LIGHT BOX

EXISTING STREET LIGHT

EXISTING GATE MOTOR

EXISTING COMMUNICATIONS BOX

EXISTING ELECTRICAL BOX

EXISTING ELECTRICAL LID

EXISTING STREET LIGHT

EXISTING TRASH ENCLOSURE

EXISTING GAS PUMP

EXISTING IRRIGATION BOX

EXISTING IRRIGATION STRUCTURE
4"TREE
(3)EXISTING BOLLARD (6"x4')
(2)EXISTING BOLLARD (4"x4')
(4)EXISTING BOLLARD (6"x4')

EXISTING TRUNCATED DOME

EXISTING BIKE RACK

EXISTING FLAGPOLE

EXISTING PAVEMENT EXISTING PAVEMENT

EXISTING PAVEMENT

AVIATION DR

EXISTING PAVEMENT

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE
(3)EXISTING WATER METER

EXISTING BACKFLOW PREVENTER

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE
EXISTING SIGN "UNDERGROUND WATER PIPE"
EXISTING SIGN "UNAUTHORIZED VEHICLES"
30'
ROAD

EASEMENT
30'
ROAD

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY
30'
ROAD

EASEMENT
30'
ROAD

EASEMENT

FUTURE TRUCK SCALE
C
C1.2
00 10
00 11
00 12
1300
00 14
00 15
00 16
00 17
12' 30'
12' 12'

40.98'
12' 12'
80'
SLOPE
SLOPE

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

MADERA,

AMOND WORLD
PRELIMINARY GRADING AND DRAINAGE PLANS FOR PRELIMINARY: NOT FOR CONSTRUCTION PRELIMINARY GRADING AND DRAINAGE PLAN

AS SHOWN
0 1" =
40 20 40
40'
1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21
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EXISTING IRRIGATION BOX

EXISTING DOUBLE DETECTOR CHECK VALVE

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE
EX-SDMH(15968)
±255.84RIM
±249.73FL(18")S
±248.76FL(24")W
±248.74FL(24")E
EX-SDCB(15965)
±255.53RIM
±250.13FL(18")N
EX-SDCB(19165)
±257.02RIM
EX-SDCB(15873)
±255.55RIM
±249.11FL(18")NW
EX-SSMH(15900)
±257.01RIM

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING PROPERTY LINE
30'
ROAD

EASEMENT
30'
ROAD

EASEMENT

EXISTING POWER POLE

EXISTING POWER POLE
30' ROAD

EASEMENT

FUTURE TRUCK SCALE
SCDA
DCDA
DCDA
BFP WM
WM BFP

OFFICE BLDG

SHIPPING
OFFICE
00 16
00 17
00 18
1900
00 20
00 21
00 22
00 23
00 24
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WV WV
WV WV
WV
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2"W
2"W
3"W
3"W 3"W
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8"FS
8"FS
6"FS
8"FS 8"FS
8"FS
8"FS
6"FS
4"SS
4"SS
6"SS
6"SS 6"SS 6"SS
30"SD
30"SD
48"SD
30"SD
30"SD 30"SD
24"SD
36"SD 30"SD
4"SD
30"SD 30"SD
12"SD
30"SD
12"SD
8"SD
8"SD
8 8"SD
"SD
12"SD 12"SD 12"SD 12"SD 18"SD
30"SD
36"SD
12"SD
8"SD
42"SD
12" SD PIPE
SDMH

SDMH SDDI
SDMH
SDDI

SD-STUB
12" SD PIPE
8" SD PIPE 8" SD PIPE 8" SD PIPE
8" SD PIPE
8" SD PIPE 8" SD PIPE
12" SD PIPE
12" SD PIPE
SDMH
SDMH
SDMH
SDMH
SDMH
SDMH

SDMH SDMH
SDMH
SDMH
SDMH

SDMH SDMH SDMH SDMH SDMH
SDCB
SDCB

TRENCH DRAIN
SDCB
SDCB
SDCB
SDCB
SDCB
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CONTECH CDS UNIT
SSMH
SSMH
SSMH
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WFS-FIRE-DCDA

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WFS-FH
WFS-FH

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WFS-FH

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WFS-P.O.C.
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CONDOR ROAD

PROPOSED BUILDING
PHASE 1

PROPOSED BUILDING
PHASE 1
WV
WV
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SDCB SDCB
SDCB
SDCB
SDCB
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SDCB
SDCB
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6"SS
SSMH
3"W
8"FS
30"SD 30"SD 30"SD
30"SD
2"IRR

IRR-STUB
8"FS
1 1
SDCB

PRELIMINARY UTILITY PLAN

AS SHOWN
0 1" =
40 20 40
40'

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

MADERA,

AMOND WORLD

PRELIMINARY GRADING AND DRAINAGE PLANS FOR
PRELIMINARY:

NOT FOR
CONSTRUCTION 1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21 I,
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EXISTING PROPERTY LINE

EXISTING LOT LINE

FUTURE BUILDING
PHASE 2
(NOT A PART OF THIS APPLICATION)

SHIPPING
OFFICE

ANNEX BLDG
WV WV
WV
WV WV
WV
8"FS 8"FS 8"FS 8"FS
8"FS
3"W
4"SS
6"SS 6"SS
30"SD
30"SD
30"SD
30"SD
4"SD
4"SD
12"SD
18"SD
30"SD 30"SD
12"SD
18"SD
18"SD
12"SD 8"SD
8" SD PIPE
8" SD PIPE
8" SD PIPE 8" SD PIPE 8" SD PIPE
12" SD PIPE

SDMH SDMH
SDMH
SDMH
SDMH
SDMH
SDMH

TRENCH DRAIN
SDCB
SDCB
SDCB
SDCB

SSMH SSMH

SS-STUB

SD-STUB

SD-STUB
W-STUB

WFS-FH WFS-FH
WFS-FH
WFS-FH

WFS-STUB

PROPOSED BUILDING
PHASE 1
FF= 265.75

PROPOSED BUILDING
PHASE 1
12"SD
SDCB
12"SD
8"SD
SDCB
SDCB
SDCB
SDCB
SDCB
SDCB
3"W
30"SD

PRELIMINARY UTILITY PLAN

AS SHOWN
0 1" =
40 20 40
40'

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

MADERA,

AMOND WORLD
PRELIMINARY GRADING AND DRAINAGE PLANS FOR PRELIMINARY: NOT FOR CONSTRUCTION 1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21 u,
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ELC
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WMDCDA
DCDA
WV
DCDA
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EXISTING BUILDING

EXISTING SHED

EXISTING JOINT-POLE

EXISTING GUY-WIRE

EXISTING POWER POLE

EXISTING INVERTER BOX

EXISTING STREET LIGHT

EXISTING JOINT POLE

EXISTING PG&E BOX

EXISTING ELECTRICAL VAULT

EXISTING STREET LIGHT BOX

EXISTING STREET LIGHT

EXISTING JOINT POLE

EXISTING GUY-WIRE

EXISTING STREET LIGHT

EXISTING ELECTRICAL BOX

EXISTING STREET LIGHT BOX

EXISTING STREET LIGHT

EXISTING GATE MOTOR

EXISTING COMMUNICATIONS BOX

EXISTING ELECTRICAL BOX

EXISTING ELECTRICAL LID

EXISTING STREET LIGHT

EXISTING GATE PANEL

EXISTING IRRIGATION BOX

EXISTING IRRIGATION STRUCTURE

AVIATION DR

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE
(3)EXISTING WATER METER

EXISTING BACKFLOW PREVENTER

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE

EXISTING FIRE HYDRANT

EXISTING DOUBLE DETECTOR CHECK VALVE
EX-SDCB(15873)
±255.55RIM
±249.11FL(18")NW
EX-SDMH(15439)
±257.39RIM
±244.55FL(48")W
±243.80FL(24")N
±243.01FL(72")E
EX-SDMH(15354)
±256.05RIM
±249.37FL(18")SW
±247.03FL(18")NW
±242.93FL(72")W
±242.83FL(72")E
EX-SDCB(15345)
±255.35RIM
±249.65FL(18")NE
EX-SDCB(15362)
±255.36RIM
±248.26FL(18")SE
EX-SDMH(19382)
±256.68RIM
±245.74FL(24")E
±242.55FL(72")W
±241.65FL(72")S
EX-SSMH(15440)
±257.84RIM
±251.11(18")N
±251.03(18")W
±250.87(18")E
EX-SSMH(15355)
±256.26RIM
±250.61FL(18)E,W
EX-SSMH(19383)
±257.16RIM
±251.87FL(6")N
±250.03FL(12")W
±250.01FL(12")E

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY
30'
ROAD

EASEMENT
30'
ROAD

EASEMENT

FUTURE TRUCK SCALE
SCDA
00 10
00 11
00 12
1300
00 14
00 15
00 16
00 17
48"SD 48"SD 48"SD
SDMH
SDMH
SDDI
SSMH
SSMH
SS-P.O.C.

SD-P.O.C.

WFS-P.O.C.

WFS-FIRE-DCDA
WFS-FH
WFS-FH
12"SS
12"SS
SDCB

PRELIMINARY UTILITY PLAN

AS SHOWN
0 1" =
40 20 40
40'

APPROVED
SHEET
NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

MADERA,

AMOND WORLD
PRELIMINARY GRADING AND DRAINAGE PLANS FOR PRELIMINARY: NOT FOR CONSTRUCTION 1 SDR-2021-41 PLAN CHECK RESPONSE #2 02.23.21 I,
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,,, .. ,,,,, .................. - ·:::·::::.··.-.-.-.-.-.-.-.r.:.:.:..:..· .... 'fJ_._ ,_ ._._._. - ·,
\
' I
I
I
I
I
I
I
-- ss--
- ss-
- :=;n
- ::;c -
2"IRR

GAR ELI
5-5 GAL

BES YUC
11-5 GAL

RHA ALA
16-5 GAL

BAC PIG
18-
1 GAL

ABI CON
17-15 GAL

MYR MON
33-1 GAL

CHI PIS
8-15 GAL

PAR DES
6-15 GAL

QUE ENG
1-24 BOX

CER OCC
11-15 GAL

JUN NAN
56-5 GAL

STONE MULCH
CEA LOL 8,614-SF
196-5 GAL

ROS MEI
204-1 GAL

AGA BLU
77-1 GAL

RHA EVE
28-5 GAL

BES YUC
19-1 GAL

AGR PAL
31,940 SF

CA WILDFLOWERS
5,095 SF

RHA ALA
39-5 GAL

BAC PIG
80-1 GAL

MYR MON
16-1 GAL

GAR ELI
18-5 GAL

WES MUN
2-1 GAL

ABI CON
2-15 GAL

WES MUN
39-1 GAL

WES SMO
9-1 GAL

MYR MON
15-1 GAL

CAR ELI
49-5 GAL

AGA BLU
48-1 GAL

ROS MEI
15-1 GAL

CEA LOL
26-5 GAL

GAR ELI
11-5 GAL

RHA EVE
27-5 GAL

JUN NAN
29-5 GAL

BES YUC
14-1 GAL

SAL POZ
45-1 GAL

ABI CON
7-15 GAL

FRE KEN
13-5 GAL

CEA LOL
8-5 GAL

STONE MULCH
24,400-SF

QUE WIZ
3-15 GAL

CHI PIS
2-15 GAL

RHA ALA
78-5 GAL

SHRUBS, PERENNIALS AND SUCCULENTS
SCALE: 1"=40'-0"
0' 20' 40' 80'
N
I
L
CD
# Date Comments
Checked By:

Scale:

Revisions

Page 1 of 5 ends

All values shown are maintained horizontal Footcandles at grade level.

The lighting calculations provided in this report approximate the light levels expected within the space as defined and are based on the information provided to Cal Lighting Please verify the data to assure the accuracy of the report. Cal Lighting is not responsible for light output of lamps and ballasts, or design variables.

AMOND WORLD
Scale: 1 inch= 35 Ft.

WAREHOUSE

COOLER-A
W101

WAREHOUSE

COOLER-B
W102

WAREHOUSE

COOLER-C
W103

WAREHOUSE

COOLER-D
W104

WAREHOUSE

COOLER-E
W105

OUTBOUND

AIRLOCK
W106.2

PRODUCT-IN/

RECEIVING/

TEMPORARY

QUARANTINE
W107

FLATBED
TRUCK
(SHIPPING/

RECEIVING)
W108

TEMPERING
ROOM #1
W106.1

TEMPERING
ROOM #2
W106.3

INBOUND

AIR LOCK

VESTIBULE
W108.1

WAREHOUSE

COOLER-A
W101

WAREHOUSE

COOLER-B
W102

WAREHOUSE

COOLER-C
W103

WAREHOUSE

COOLER-D
W104

WAREHOUSE

COOLER-E
W105

OUTBOUND

AIRLOCK
W106.2

PRODUCT-IN/

RECEIVING/

TEMPORARY

QUARANTINE
W107

FLATBED
TRUCK
(SHIPPING/

RECEIVING)
W108

TEMPERING
ROOM #1
W106.1

TEMPERING
ROOM #2
W106.3

INBOUND

AIR LOCK

VESTIBULE
W108.1
MH: 27
A A
MH: 27
A
MH: 27
A
MH: 27 MH: 27
A A
MH: 27
A
MH: 27
A
MH: 27
A
MH: 27
A
MH: 27 MH: 27
A
A
MH: 27
MH: 27
A
MH: 27
A
A
MH: 27
A
MH: 27
A
MH: 27
MH: 27
A A
MH: 27 MH: 27
A A
MH: 27
A
MH: 27
A
MH: 27
A
MH: 27
A
MH: 27 MH: 27
A A
MH: 27 MH: 27
A A
MH: 27
B
MH: 715 MH: 27
B
MH: 715 MH: 27
B
MH: 27 MH: 715 MH: 27
A B
MH: 715 MH: 27
MH: 27
B
MH: 157
B
MH: 2715 MH: 7
MH: 27
B
MH: 157
B
MH: 2715 MH: 7
B
MH: 2715 MH: 7
B
MH: 2715 MH: 7
MH: 7
B
MH: 1527
B
MH: 715 MH: 27
B
MH: 7 MH: 715 MH: 27
B
MH: 7 MH: 1527
B
MH: 7 MH: 1527
B
MH: 7 MH: 1527
B
MH: 1527
B
MH: 715 MH: 27
MH: 27
B
MH: 157
B
MH: 1527 MH: 7
MH: 27
B
MH: 157
B
MH: 1527 MH: 7
B
MH: 1527 MH: 7
B
MH: 1527 MH: 7
A
MH: 27
MH: 27
A
A
MH: 27
MH: 27
A
C
MH: 16
C
MH: 16
MH: 16
C
MH: 10
G
MH: 10
G G
MH: 10
G
MH: 10 MH: 10
G
MH: 10
G
G
MH: 10
MH: 10
G
MH: 10
G

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 0.9 0.9 1.0 0.9 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.7 0.9 1.1 1.3 1.4 1.4 1.4 1.3 1.2 1.0 0.9 0.8 0.9 1.1 1.2 1.3 1.3 1.3 1.3 1.1 1.0 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.1 1.5 1.8 2.0 2.0 2.0 1.8 1.5 1.2 0.9 0.9 1.0 1.3 1.6 1.8 1.9 1.9 1.8 1.6 1.2 0.9 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.9 1.3 1.8 2.4 2.7 2.8 2.7 2.3 1.8 1.3 1.0 1.0 1.2 1.6 2.1 2.5 2.7 2.7 2.5 2.0 1.5 1.1 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.6 2.2 3.0 3.6 3.8 3.5 2.9 2.1 1.5 1.1 1.0 1.3 1.8 2.5 3.2 3.6 3.6 3.2 2.5 1.9 1.2 0.8 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.9 1.2 1.7 2.4 3.3 4.0 4.2 3.9 3.1 2.2 1.5 1.1 1.1 1.3 1.9 2.8 3.6 4.2 4.2 3.7 2.8 1.8 1.4 1.0 0.7 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.6 0.8 1.0 1.2 1.5 2.0 2.9 3.7 3.9 3.6 2.7 1.8 1.2 0.9 0.9 1.1 1.6 2.4 3.3 3.9 3.9 3.4 2.4 1.5 1.4 1.1 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.3 1.3 1.2 2.0 2.7 2.9 2.5 1.8 1.2 0.8 0.6 0.6 0.7 1.0 1.6 2.4 3.0 3.0 2.5 1.7 1.0 1.4 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.3 1.6 1.6 1.4 0.9 1.3 1.6 1.6 1.4 1.2 1.0 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.5 1.9 2.3 2.6 2.2 1.5 2.1 2.5 2.4 2.0 1.6 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.3 1.8 2.4 3.1 3.5 3.2 2.4 3.1 3.4 3.3 2.6 2.0 1.4 1.0 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.4 2.0 2.7 3.6 4.1 3.9 3.1 3.8 4.1 3.9 3.0 2.2 1.5 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.8 1.0 1.5 2.0 2.8 3.7 4.3 4.1 3.2 4.0 4.2 4.0 3.1 2.3 1.6 1.2 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.4 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.6 0.7 0.7 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.6 0.7 0.9 1.1 1.5 2.1 2.8 3.5 4.0 3.7 2.8 3.6 4.0 3.7 3.0 2.3 1.7 1.3 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.2 1.2 1.9 2.1 2.2 2.1 2.2 2.2 2.2 2.1 2.0 2.4 1.5 2.1 1.7 1.4 1.0 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.8 1.0 1.2 1.5 2.0 2.5 3.0 3.3 3.0 2.1 2.8 3.3 3.2 2.7 2.2 1.7 1.3 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 4.6 9.1 12.8 13.3 13.3 13.5 13.2 13.4 13.1 13.4 11.4 11.8 11.0 9.0 4.0 2.2 1.6 1.0 0.7 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.9 1.0 1.3 1.6 1.9 2.2 2.5 2.6 2.2 1.5 2.0 2.6 2.6 2.3 2.0 1.7 1.3 1.1 0.9 0.8 0.7 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.6 2.7 12.8 29.2 46.1 40.1 47.1 40.3 46.9 40.1 46.5 39.3 41.4 32.9 35.4 28.8 8.7 3.9 2.6 1.5 1.0 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 1.0 1.2 1.4 1.6 1.9 2.1 2.2 2.2 1.9 1.3 1.7 2.2 2.2 2.1 1.9 1.7 1.5 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.9 2.9 27.2 75.6 109.9 89.5 103.5 89.5 102.8 88.3 102.3 87.8 90.3 65.5 88.6 64.5 14.1 6.2 3.7 2.1 1.4 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 1.1 1.3 1.5 1.8 2.0 2.2 2.3 2.4 2.0 1.4 1.8 2.3 2.4 2.2 2.1 1.9 1.6 1.4 1.2 1.0 0.9 0.7 0.6 0.5 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 1.1 4.4 35.9 96.4 105.2 92.3 107.3 92.3 106.5 91.1 106.1 90.7 93.3 67.3 90.5 66.4 15.4 6.7 2.8 2.7 2.1 1.6 1.3 1.1 0.9 0.8 0.8 0.7 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 1.3 1.5 1.7 2.0 2.3 2.6 2.8 3.0 2.5 1.7 2.2 2.9 3.0 2.6 2.4 2.1 1.8 1.5 1.4 1.2 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.2 4.6 36.8 97.9 3.7 3.3 2.4 2.0 1.6 1.3 1.1 0.9 0.8 0.8 0.9 1.0 1.2 1.3 1.4 1.5 1.5 1.5 1.4 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.9 1.0 1.0 1.1 1.0 1.0 0.9 0.8 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.4 0.6 1.7 2.0 2.3 2.7 3.1 3.6 3.7 3.3 2.4 3.1 3.7 3.7 3.3 2.9 2.4 2.1 1.8 1.6 1.4 1.2 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.2 4.4 37.1 95.5 7.1 5.4 3.9 2.9 2.2 1.7 1.3 1.1 0.9 0.9 1.0 1.2 1.5 1.8 2.0 2.1 2.1 2.1 1.9 1.7 1.5 1.4 1.5 1.6 1.6 1.7 1.6 1.6 1.5 1.3 1.1 0.9 0.9 1.1 1.3 1.5 1.7 1.7 1.8 1.9 1.8 1.7 1.5 1.4 1.5 1.6 1.7 1.8 1.9 1.8 1.7 1.6 1.4 1.2 1.0 0.9 1.0 1.1 1.3 1.4 1.5 1.5 1.5 1.3 1.1 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 2.2 2.4 2.7 3.1 3.6 4.1 4.5 4.1 3.1 3.9 4.3 4.3 3.8 3.3 2.8 2.5 2.3 2.0 1.8 1.5 1.2 0.9 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.5 1.2 5.0 32.2 78.5 10.0 7.6 5.4 4.1 3.0 2.2 1.6 1.2 1.0 0.9 1.1 1.5 2.0 2.5 2.9 3.0 3.1 2.9 2.6 2.1 1.8 1.7 1.8 2.0 2.3 2.4 2.4 2.3 2.0 1.6 1.3 1.0 1.0 1.2 1.5 2.0 2.3 2.5 2.6 2.6 2.4 2.2 1.9 1.7 1.8 2.0 2.2 2.5 2.6 2.6 2.5 2.2 1.8 1.4 1.1 1.0 1.1 1.3 1.7 2.0 2.2 2.2 2.2 1.9 1.5 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.0 2.9 3.1 3.3 3.5 3.9 4.4 4.8 4.3 3.4 4.1 4.6 4.6 4.0 3.6 3.3 3.2 2.9 2.7 2.4 1.9 1.4 1.0 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 1.1 3.1 32.7 89.3 11.4 9.0 6.6 5.1 3.7 2.7 1.9 1.3 1.0 1.0 1.2 1.7 2.4 3.2 3.8 4.2 4.2 3.9 3.3 2.6 2.1 1.9 2.0 2.4 2.8 3.1 3.1 2.9 2.5 1.9 1.4 1.1 1.0 1.3 1.8 2.4 2.9 3.3 3.4 3.3 3.1 2.7 2.4 2.2 2.2 2.5 2.8 3.2 3.4 3.4 3.2 2.8 2.2 1.6 1.2 1.0 1.1 1.5 2.0 2.6 2.9 3.0 2.8 2.4 1.7 1.2 0.7 0.4 0.3 0.1 0.1 0.0 0.0 0.0 3.6 3.8 3.9 3.8 4.0 4.3 4.5 4.1 3.1 3.9 4.3 4.3 4.0 3.8 3.8 3.8 3.7 3.4 2.9 2.2 1.6 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.5 1.2 4.6 26.5 59.8 11.8 9.6 7.4 5.9 4.4 3.1 2.1 1.4 1.1 1.0 1.3 1.9 2.9 4.0 5.1 5.6 5.6 5.1 4.2 3.2 2.4 2.1 2.3 2.8 3.5 3.9 4.0 3.7 3.0 2.2 1.5 1.2 1.1 1.4 2.0 2.8 3.6 4.2 4.4 4.2 3.8 3.4 3.0 2.8 2.8 3.2 3.6 3.9 4.3 4.3 4.0 3.4 2.5 1.8 1.3 1.1 1.2 1.7 2.4 3.2 3.7 3.9 3.6 2.9 2.1 1.3 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 4.5 4.6 4.4 4.0 3.8 3.8 3.8 3.3 2.4 3.0 3.6 3.8 3.7 3.9 4.1 4.5 4.5 4.3 3.6 2.7 1.8 1.1 0.8 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2

0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.6 1.2 3.8 26.8 67.5 10.8 8.9 7.2 5.9 4.4 3.1 2.0 1.4 1.0 1.0 1.3 1.9 3.0 4.7 6.3 6.7 6.4 6.1 5.2 3.6 2.5 2.0 2.2 2.8 3.6 4.1 4.2 3.9 3.1 2.2 1.5 1.1 1.1 1.4 2.0 2.9 3.8 4.4 4.6 4.4 4.3 4.3 4.0 3.5 3.6 4.1 4.2 4.3 4.5 4.5 4.2 3.5 2.6 1.7 1.2 1.1 1.2 1.6 2.4 3.3 4.0 4.1 3.8 3.0 2.1 1.3 0.8 0.4 0.3 0.1 0.1 0.0 0.0 0.0 4.6 4.7 4.3 3.8 3.3 3.0 2.8 2.3 1.5 2.0 2.7 2.9 3.0 3.5 4.1 4.6 4.7 4.4 3.7 2.7 1.7 1.1 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2

0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.7 1.2 2.6 27.0 77.2 7.6 7.0 6.1 5.1 3.9 2.6 1.6 1.1 0.8 0.8 1.0 1.5 2.5 4.5 7.0 7.0 6.1 6.5 5.7 3.3 2.0 1.6 1.7 2.3 3.1 3.8 4.0 3.5 2.6 1.7 1.1 0.9 0.9 1.1 1.5 2.4 3.4 4.1 4.3 4.0 3.8 4.8 4.7 3.2 3.6 4.8 4.3 3.8 4.1 4.2 3.9 3.0 2.1 1.3 1.0 0.8 0.9 1.3 2.0 2.9 3.7 3.9 3.5 2.6 1.6 1.0 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 4.3 4.3 3.7 2.9 2.4 2.1 1.8 1.4 1.0 1.3 1.7 2.0 2.2 2.6 3.4 4.1 4.4 4.1 3.2 2.2 1.4 0.8 0.8 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2

0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.3 3.3 16.1 36.8 0.4 0.7 0.8 0.8 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.3

0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 2.5 7.7 14.4 0.7 1.0 1.3 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.3

0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.9 1.2 1.6 2.0 2.6 3.5 3.9 1.2 1.7 2.1 2.1 1.8 1.5 1.2 0.9 0.7 0.6 0.4 0.3

0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.5 2.0 2.6 3.3 3.8 3.1 2.8 3.3 3.0 2.5 2.0 1.5 1.1 0.8 0.6 0.5 0.4

0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.2 1.7 2.4 3.2 4.2 4.7 4.4 4.2 4.6 4.1 3.2 2.4 1.7 1.2 0.9 0.6 0.5 0.4

0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.3 1.8 2.6 3.6 4.9 5.9 6.0 6.0 5.8 4.9 3.6 2.6 1.8 1.3 0.9 0.7 0.5 0.4

0.2 0.2 0.3 0.3 0.4 0.5 0.7 1.0 1.3 1.9 2.7 3.8 5.2 6.5 7.6 7.5 6.5 5.2 3.8 2.7 1.9 1.3 1.0 0.7 0.5 0.4

0.2 0.2 0.3 0.4 0.4 0.6 0.7 1.0 1.4 1.9 2.7 3.7 5.0 6.1 6.7 6.7 6.1 5.0 3.7 2.7 1.9 1.4 1.0 0.7 0.6 0.4

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.8 2.5 3.3 4.3 5.2 5.0 4.9 5.2 4.3 3.3 2.5 1.8 1.3 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.7 2.2 2.7 3.6 4.4 5.0 5.0 4.4 3.6 2.7 2.2 1.7 1.3 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.8 2.2 2.8 3.6 4.7 4.6 3.6 2.8 2.2 1.8 1.5 1.2 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.6 1.8 2.2 2.7 2.9 2.9 2.7 2.2 1.8 1.5 1.3 1.1 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.7 2.0 2.1 1.9 1.9 2.1 2.0 1.7 1.5 1.3 1.1 0.9 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.4 1.6 1.8 2.1 2.1 1.8 1.7 2.1 2.1 1.8 1.6 1.4 1.1 0.9 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.9 2.2 2.5 2.6 2.2 2.1 2.6 2.6 2.2 1.9 1.5 1.2 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.6 2.1 2.7 3.2 3.4 3.0 3.0 3.4 3.2 2.7 2.1 1.6 1.2 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.7 1.0 1.3 1.7 2.4 3.1 3.9 4.2 3.9 3.9 4.2 3.9 3.1 2.4 1.7 1.3 1.0 0.7 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.7 1.0 1.3 1.8 2.4 3.3 4.2 4.7 4.4 4.4 4.7 4.3 3.3 2.5 1.8 1.3 1.0 0.7 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.7 1.0 1.3 1.8 2.5 3.3 4.3 4.7 4.4 4.4 4.7 4.3 3.3 2.5 1.8 1.3 1.0 0.7 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.8 2.4 3.2 4.1 4.5 4.1 4.1 4.5 4.1 3.2 2.4 1.8 1.3 1.0 0.8 0.6 0.5

0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.7 2.3 2.9 3.6 4.2 4.1 4.1 4.2 3.6 2.9 2.3 1.7 1.3 1.0 0.8 0.6 0.5

0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.6 2.0 2.5 3.2 4.0 5.0 5.0 4.0 3.2 2.5 2.0 1.6 1.3 1.0 0.8 0.6 0.5

0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.8 2.2 2.8 3.6 4.4 4.4 3.6 2.8 2.2 1.8 1.5 1.2 1.0 0.8 0.7 0.5

0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.7 2.1 2.7 3.3 3.4 3.4 3.3 2.7 2.1 1.7 1.4 1.2 1.0 0.8 0.6 0.5

0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.8 2.2 2.8 3.6 4.2 4.2 3.6 2.8 2.2 1.8 1.5 1.2 1.0 0.8 0.6 0.5

0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.6 2.0 2.5 3.1 4.0 5.0 5.0 4.0 3.1 2.5 2.0 1.6 1.3 1.0 0.8 0.6 0.5

0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.7 2.2 2.8 3.5 4.2 4.2 4.2 4.2 3.5 2.8 2.2 1.7 1.3 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.8 2.4 3.1 4.0 4.4 4.0 4.0 4.4 4.0 3.2 2.4 1.8 1.3 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.7 1.0 1.3 1.8 2.5 3.3 4.2 4.7 4.4 4.4 4.7 4.3 3.3 2.5 1.8 1.3 1.0 0.7 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.7 1.0 1.3 1.8 2.5 3.3 4.3 4.7 4.4 4.3 4.7 4.3 3.3 2.5 1.8 1.3 1.0 0.7 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.7 1.0 1.3 1.7 2.4 3.1 3.9 4.4 4.0 4.0 4.4 3.9 3.1 2.4 1.7 1.3 1.0 0.7 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.6 2.2 2.8 3.4 3.6 3.1 3.1 3.6 3.4 2.8 2.2 1.6 1.2 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.9 2.3 2.7 2.7 2.3 2.3 2.7 2.7 2.3 1.9 1.5 1.2 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.4 1.6 1.9 2.1 2.2 1.8 1.8 2.2 2.1 1.9 1.6 1.4 1.1 0.9 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.7 1.9 2.1 1.8 1.8 2.1 1.9 1.7 1.5 1.3 1.1 0.9 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.8 2.1 2.6 2.6 2.6 2.6 2.2 1.8 1.5 1.3 1.1 0.9 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.7 2.1 2.7 3.4 4.4 4.4 3.4 2.7 2.1 1.7 1.4 1.2 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.6 2.1 2.6 3.4 4.2 5.1 5.1 4.2 3.4 2.6 2.1 1.6 1.3 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.8 2.4 3.2 4.1 5.0 4.8 4.8 5.0 4.1 3.2 2.4 1.8 1.3 1.0 0.8 0.6 0.5

0.2 0.2 0.3 0.4 0.4 0.6 0.7 1.0 1.4 1.9 2.7 3.6 4.8 5.8 6.2 6.2 5.8 4.8 3.6 2.7 1.9 1.4 1.0 0.7 0.6 0.4

0.2 0.2 0.3 0.3 0.4 0.5 0.7 1.0 1.3 1.9 2.7 3.8 5.2 6.5 7.6 7.6 6.5 5.2 3.8 2.7 1.9 1.3 1.0 0.7 0.5 0.4

0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.3 1.8 2.6 3.6 5.0 6.0 6.4 6.4 6.0 5.0 3.7 2.6 1.8 1.3 0.9 0.7 0.5 0.4

0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.2 1.7 2.5 3.3 4.3 4.9 4.6 4.6 4.9 4.3 3.3 2.5 1.7 1.2 0.9 0.7 0.5 0.4

0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.5 2.1 2.7 3.3 3.6 3.1 3.1 3.6 3.3 2.7 2.1 1.5 1.1 0.8 0.6 0.5 0.4

0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.7 1.0 1.3 1.6 1.9 2.3 2.3 1.9 1.9 2.3 2.3 1.9 1.6 1.3 1.0 0.7 0.6 0.4 0.3

0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.4 1.4 1.2 1.2 1.4 1.4 1.3 1.1 1.0 0.8 0.6 0.5 0.4 0.3

0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.9 0.9 0.7 0.7 0.9 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.3

0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.7 0.4 0.7 1.1 1.8 2.7 3.5 3.7 3.2 2.3 1.6 1.1 0.9 0.9 1.1 1.6 2.5 3.6 4.8 6.3 6.0 4.0 2.7 2.8 3.8 3.5 2.3 2.2 2.8 3.5 3.8 3.5 2.7 1.9 1.3 0.9 0.8 1.0 1.4 2.1 3.1 4.1 4.9 6.0 5.4 3.4 2.5 2.8 3.8 3.5 2.5 2.7 3.4 3.8 3.8 3.1 2.2 1.4 1.0 0.8 0.9 1.2 1.7 2.6 3.5 4.1 4.4 4.7 4.7 3.7 2.3 2.3 3.6 4.2 3.5 3.5 3.9 3.9 3.4 2.5 1.6 1.1 0.8 0.8 1.0 1.4 2.1 3.0 3.6 3.6 3.0 2.1 1.4 0.9 0.7 0.8 1.0 1.5 2.3 3.2 3.6 3.5 2.7 1.8 1.2 0.9 0.8 0.9 1.2 1.8 2.7 3.5 3.8 3.5 2.7 2.2 2.3 3.5 3.8 2.8 2.7 3.9 6.0 6.3 4.9 3.7 2.5 1.6 1.1 0.9 0.9 1.1 1.6 2.3 3.2 3.7 3.5 2.7 1.8 1.1 0.7 0.4 0.7 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2

0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.5 0.9 1.4 2.3 3.2 3.9 4.0 3.7 2.9 2.0 1.4 1.1 1.1 1.4 2.1 3.1 4.2 5.4 6.4 6.2 4.7 3.4 3.3 3.8 3.5 2.8 2.8 3.4 4.0 4.2 4.0 3.3 2.4 1.6 1.2 1.1 1.3 1.8 2.6 3.7 4.7 5.5 6.2 5.6 4.1 3.1 3.2 3.8 3.6 3.2 3.4 3.9 4.3 4.2 3.6 2.7 1.9 1.3 1.1 1.2 1.5 2.2 3.2 4.1 4.6 5.0 5.2 5.1 4.0 2.9 2.8 3.7 4.3 4.2 4.2 4.4 4.3 3.9 3.1 2.2 1.5 1.1 1.1 1.3 1.8 2.6 3.5 4.0 4.0 3.5 2.6 1.8 1.3 1.0 1.1 1.4 2.0 2.9 3.7 4.0 3.9 3.2 2.4 1.6 1.2 1.0 1.2 1.6 2.4 3.3 4.0 4.1 4.0 3.4 2.8 2.8 3.5 3.8 3.3 3.4 4.6 6.2 6.4 5.4 4.3 3.1 2.1 1.4 1.1 1.1 1.4 2.0 2.9 3.7 4.0 3.9 3.2 2.3 1.4 0.9 0.5 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2

0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.9 1.6 2.4 3.3 3.9 4.0 3.7 3.0 2.2 1.5 1.2 1.2 1.5 2.3 3.2 4.3 5.1 5.5 5.1 4.2 3.4 2.9 2.7 2.6 2.6 2.9 3.4 4.0 4.2 4.0 3.4 2.5 1.8 1.3 1.2 1.4 1.9 2.8 3.8 4.6 5.2 5.2 4.6 3.7 3.0 2.7 2.8 2.8 3.0 3.4 4.0 4.3 4.2 3.7 2.8 2.0 1.4 1.2 1.3 1.6 2.4 3.2 4.1 4.6 4.8 4.6 4.1 3.3 2.7 2.6 2.8 3.3 3.7 4.1 4.4 4.4 3.9 3.1 2.3 1.6 1.2 1.1 1.4 2.0 2.7 3.5 4.0 4.0 3.5 2.7 2.0 1.3 1.1 1.1 1.5 2.2 2.9 3.7 4.0 3.9 3.3 2.5 1.7 1.3 1.1 1.2 1.7 2.5 3.3 3.9 4.2 4.0 3.4 2.9 2.6 2.6 2.7 2.9 3.4 4.2 5.1 5.5 5.1 4.3 3.2 2.3 1.5 1.2 1.2 1.5 2.2 3.0 3.7 4.0 3.9 3.3 2.4 1.6 0.9 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2

0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.9 1.4 2.1 2.8 3.2 3.3 3.0 2.6 1.9 1.4 1.1 1.1 1.5 2.0 2.8 3.5 4.0 4.2 4.0 3.4 2.8 2.3 2.1 2.0 2.2 2.5 3.0 3.4 3.5 3.3 2.9 2.2 1.7 1.2 1.1 1.3 1.8 2.4 3.2 3.8 4.1 4.0 3.6 3.0 2.5 2.2 2.1 2.2 2.5 2.9 3.3 3.5 3.4 3.1 2.5 1.8 1.4 1.1 1.2 1.5 2.1 2.8 3.4 3.8 3.9 3.7 3.2 2.7 2.2 2.1 2.2 2.6 3.0 3.4 3.7 3.6 3.3 2.7 2.0 1.5 1.1 1.0 1.3 1.7 2.4 2.9 3.2 3.2 2.9 2.4 1.7 1.3 1.0 1.0 1.4 1.9 2.5 3.0 3.3 3.2 2.8 2.1 1.6 1.2 1.0 1.2 1.6 2.2 2.8 3.3 3.5 3.3 3.0 2.5 2.2 2.0 2.1 2.3 2.8 3.4 4.0 4.2 4.0 3.5 2.8 2.0 1.5 1.1 1.1 1.4 1.9 2.6 3.0 3.3 3.2 2.8 2.1 1.4 0.9 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1

0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.8 1.2 1.7 2.1 2.4 2.4 2.4 2.1 1.7 1.3 1.1 1.1 1.3 1.8 2.3 2.7 3.0 3.1 3.0 2.7 2.3 1.9 1.7 1.7 1.8 2.1 2.4 2.6 2.6 2.6 2.3 1.9 1.5 1.2 1.1 1.2 1.6 2.1 2.5 2.9 3.0 3.1 2.8 2.4 2.0 1.8 1.7 1.8 2.1 2.4 2.6 2.7 2.6 2.4 2.0 1.6 1.2 1.0 1.1 1.4 1.8 2.3 2.7 2.8 2.9 2.8 2.5 2.2 1.8 1.7 1.8 2.1 2.4 2.7 2.8 2.7 2.6 2.2 1.8 1.3 1.0 1.0 1.2 1.5 1.9 2.3 2.4 2.4 2.3 1.9 1.5 1.2 0.9 1.0 1.2 1.6 2.1 2.4 2.4 2.4 2.2 1.8 1.4 1.1 1.0 1.1 1.4 1.8 2.3 2.5 2.6 2.6 2.4 2.1 1.8 1.7 1.7 1.9 2.3 2.7 3.0 3.1 3.0 2.7 2.3 1.8 1.3 1.1 1.1 1.3 1.7 2.1 2.4 2.4 2.4 2.1 1.7 1.2 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.0 1.3 1.5 1.6 1.6 1.7 1.5 1.3 1.1 1.0 1.0 1.2 1.4 1.7 2.0 2.1 2.1 2.1 2.0 1.8 1.6 1.4 1.4 1.5 1.7 1.8 1.9 1.8 1.8 1.7 1.5 1.3 1.1 1.0 1.1 1.4 1.6 1.9 2.0 2.1 2.1 2.0 1.9 1.7 1.5 1.4 1.5 1.7 1.8 1.9 1.9 1.8 1.8 1.6 1.3 1.1 1.0 1.0 1.2 1.5 1.7 1.9 2.0 2.0 2.0 1.9 1.7 1.5 1.4 1.5 1.7 1.8 1.9 2.0 1.9 1.8 1.6 1.4 1.2 1.0 0.9 1.1 1.3 1.5 1.6 1.6 1.6 1.6 1.4 1.2 1.0 0.9 0.9 1.1 1.3 1.5 1.6 1.7 1.7 1.6 1.4 1.2 1.0 0.9 1.0 1.2 1.4 1.6 1.8 1.8 1.9 1.8 1.7 1.5 1.4 1.4 1.6 1.8 2.0 2.1 2.1 2.1 2.0 1.7 1.5 1.2 1.0 1.0 1.1 1.3 1.5 1.7 1.6 1.6 1.5 1.3 1.0 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 0.9 1.1 1.1 1.2 1.2 1.1 1.0 1.0 0.9 0.9 1.0 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.3 1.4 1.3 1.3 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.2 1.4 1.5 1.5 1.5 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.3 1.4 1.4 1.3 1.3 1.2 1.1 1.0 0.9 0.9 1.0 1.2 1.3 1.4 1.4 1.5 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.9 1.0 1.1 1.2 1.2 1.2 1.1 1.1 1.0 0.9 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.4 1.3 1.2 1.0 0.9 0.9 1.0 1.0 1.1 1.2 1.2 1.1 1.1 0.9 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0

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# Date Comments
Checked By:

Scale:

Revisions

Page 2 of 5 ends

All values shown are maintained horizontal Footcandles at grade level.

AMOND WORLD
Scale: 1 inch= 23 Ft.

WAREHOUSE

COOLER-A
W101

WAREHOUSE

COOLER-B
W102

WAREHOUSE

COOLER-C
W103

OUTBOUND

AIRLOCK
W106.2

TEMPERING
ROOM #1
W106.1

WAREHOUSE

COOLER-A
W101

WAREHOUSE

COOLER-B
W102

WAREHOUSE

COOLER-C
W103

OUTBOUND

AIRLOCK
W106.2

TEMPERING
ROOM #1
W106.1
MH: 27
A A
MH: 27
A
MH: 27
A
MH: 27 MH: 27
A
A
MH: 27
A
MH: 27
A
MH: 27
A
MH: 27 MH: 27
A A
MH: 27 MH: 27
A A
MH: 27
B
MH: 715 MH: 27
B
MH: 715 MH: 27
B
MH: 27 MH: 715 MH: 27
A B
MH: 715 MH: 27
B
MH: 7 MH: 715 MH: 27
B
MH: 7 MH: 1527
B
MH: 7 MH: 2715
B
MH: 7 MH: 1527
B
MH: 2715
B
MH: 715 MH: 27
MH: 27
B
MH: 157
B
MH: 2715 MH: 7
MH: 27
B
MH: 157
B
MH: 2715 MH: 7
B
MH: 2715 MH: 7
B
MH: 2715 MH: 7
A
MH: 27
MH: 27
A
A
MH: 27
MH: 27
A
C
MH: 16
C
MH: 16
MH: 16
C
MH: 10
G
MH: 10
G G
MH: 10
G
MH: 10 MH: 10
G
MH: 10
G
G
MH: 10
MH: 10
G
MH: 10
G

0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.3 3.3 16.1 36.8

0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 2.5 7.7 14.4

0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.9 1.2 1.6 2.0 2.6 3.5 3.9

0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.5 2.0 2.6 3.3 3.8 3.1

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# Date Comments
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Revisions

Page 3 of 5 ends

Madera City CouncilMay 4, 2022

Madera City Council
May 4, 2022