Agenda packet — Fontana City Council, September 12, 2023 (part 2 of 5)

course of work.
• Communicate clearly and concisely, both orally and in writing. • Maintain prompt and regular attendance.
• Other duties as assigned.
• This position is always evolving. Therefore, employer reserves the right to modify this job description as necessary.

THE ABOVE LIST OF ESSENTIAL FUNCTIONS IS NOT EXHAUSTIVE AND MAY BE SUPPLEMENTED AS NECESSARY BY THE EMPLOYER.

WORKING CONDITIONS: Position requires prolonged sitting, standing, walking, reaching, twisting, turning, kneeling, bending, squatting, and stooping in the performance of daily activities. The position also requires grasping, repetitive hand movement and fine coordination in preparing reports using a computer keyboard. Additionally, this position requires near and far vision in reading written reports and work- related documents. Acute hearing is required when working with the phone.

EXPERIENCE AND TRAINING GUIDELINES
A combination of experience and training that would prove the required knowledge is qualifying. The incumbent must have knowledge of:
• Principles and practices of employee supervision, including work planning, assignment review and evaluation, discipline, and the training of staff in work procedures.
• FEMA, Cal OES, SEMS, NIMS, CERT and related emergency management standards, regulations, and local ordinances pertaining to emergency response management and public safety communications systems
• Principles and practices of emergency services program development and administration.
• Methods and techniques of developing disaster preparedness programs. • Principles and practices of budget development and administration, and allocation of resources within budget constraints.
• Organizational and management practices with respect to the development and evaluation of programs, policies, and operational needs. • Methods and techniques of writing complete, accurate, and concise reports. • Incident command systems.
• Applicable federal, state, and local laws, regulatory codes, ordinances, and procedures related to area of responsibility.
• City and mandated safety rules, regulations, and protocols. • Techniques for providing a high level of customer service by effectively dealing with the public, vendors, contractors, and City staff.
• The structure and content of the English language, including the meaning and spelling of words, rules of composition, and grammar.
• Modern equipment and communication tools used for business functions and program, project, and task coordination, including computers and software programs relevant to work performed.
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EMERGENCY SERVICES COORDINATOR

Page 3 ends

EXPERIENCE: At least four (4) years of progressively responsible experience in developing and implementing emergency services programs, and emergency preparedness and response; or an equivalent combination of education, training, and experience.

EDUCATION: Equivalent to a bachelor’s degree from an accredited college or university with major coursework in emergency management or a related field.

LICENSES/CERTIFICATIONS: Possession of, and continuously throughout employment, a valid California Class “C” Driver’s License or equivalent. Possession of, or ability to obtain, certification as an Emergency Management Program Specialist from the State of California, Certified Emergency Manager designation from the International Association of Emergency Managers, or equivalent certification.

SUPPLEMENTAL INFORMATION: Incumbents are required to complete a Statement of Economic Interest Form (700 Form) annually and ethics training bi-annually, pursuant to AB 1234.

Notes:

Classification established September 12, 2023
215

CITY OF FONTANA

MANAGEMENT CONFIDENTIAL

HOURLY/MONTHLY/ANNUAL PAY SCHEDULE
Effective 09/13/2023
TITLE RANGE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5
$59.33 $62.30 $65.42 $68.70 $72.14 Hourly
$10,283.87 $10,798.67 $11,339.47 $11,908.00 $12,504.27 Monthly $123,406.40 $129,584.00 $136,073.60 $142,896.00 $150,051.20 Annual $27.73 $29.12 $30.58 $32.11 $33.72
$4,806.54 $5,047.47 $5,300.54 $5,565.74 $5,844.80
$57,678.40 $60,569.60 $63,606.40 $66,788.80 $70,137.60
$47.54 $49.92 $52.42 $55.05 $57.81
$8,240.27 $8,652.80 $9,086.14 $9,542.00 $10,020.40
$98,883.20 $103,833.60 $109,033.60 $114,504.00 $120,244.80 $33.19 $34.85 $36.60 $38.43 $40.36
$5,752.94 $6,040.67 $6,344.00 $6,661.20 $6,995.74
$69,035.20 $72,488.00 $76,128.00 $79,934.40 $83,948.80
$38.76 $40.70 $42.74 $44.88 $47.13
$6,718.40 $7,054.67 $7,408.27 $7,779.20 $8,169.20
$80,620.80 $84,656.00 $88,899.20 $93,350.40 $98,030.40
$40.52 $42.55 $44.68 $46.92 $49.27
$7,023.47 $7,375.34 $7,744.54 $8,132.80 $8,540.14
$84,281.60 $88,504.00 $92,934.40 $97,593.60 $102,481.60 $59.33 $62.30 $65.42 $68.70 $72.14
$10,283.87 $10,798.67 $11,339.47 $11,908.00 $12,504.27
$123,406.40 $129,584.00 $136,073.60 $142,896.00 $150,051.20 $51.47 $54.05 $56.76 $59.60 $62.58
$8,921.47 $9,368.67 $9,838.40 $10,330.67 $10,847.20
$107,057.60 $112,424.00 $118,060.80 $123,968.00 $130,166.40 $55.49 $58.27 $61.19 $64.25 $67.47
$9,618.27 $10,100.14 $10,606.27 $11,136.67 $11,694.80
$115,419.20 $121,201.60 $127,275.20 $133,640.00 $140,337.60 $52.78 $55.42 $58.20 $61.11 $64.17
$9,148.54 $9,606.14 $10,088.00 $10,592.40 $11,122.80
$109,782.40 $115,273.60 $121,056.00 $127,108.80 $133,473.60 $37.42 $39.30 $41.27 $43.34 $45.51
$6,486.14 $6,812.00 $7,153.47 $7,512.27 $7,888.40
$77,833.60 $81,744.00 $85,841.60 $90,147.20 $94,660.80
$55.12 $57.88 $60.78 $63.82 $67.02
$9,554.14 $10,032.54 $10,535.20 $11,062.14 $11,616.80
$114,649.60 $120,390.40 $126,422.40 $132,745.60 $139,401.60 $38.76 $40.70 $42.74 $44.88 $47.13
$6,718.40 $7,054.67 $7,408.27 $7,779.20 $8,169.20
$80,620.80 $84,656.00 $88,899.20 $93,350.40 $98,030.40
(IT) Business Analyst II MC06
Community Improvement
Program Manager MC10
Budget Manager MC07
Communications & Marketing
Manager MC09
Community Services Manager MC11
(IT) Customer Service
Manager MC91
Accounting Manager MC01
Administrative Secretary MC02
Assistant Internal Auditor MC04
Assistant Building Official MC03
(IT) Application Programmer/
Developer MC05
Community Services
Supervisor MC12
Customer Service Supervisor MC13

Page 1 of 7 ends

CITY OF FONTANA

MANAGEMENT CONFIDENTIAL

HOURLY/MONTHLY/ANNUAL PAY SCHEDULE
Effective 09/13/2023
TITLE RANGE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5
$52.49 $55.12 $57.88 $60.78 $63.82 Hourly
$9,098.27 $9,554.14 $10,032.54 $10,535.20 $11,062.14 Monthly $109,179.20 $114,649.60 $120,390.40 $126,422.40 $132,745.60 Annual $65.93 $69.23 $72.70 $76.34 $80.16
$11,427.87 $11,999.87 $12,601.34 $13,232.27 $13,894.40
$137,134.40 $143,998.40 $151,216.00 $158,787.20 $166,732.80 $38.76 $40.70 $42.74 $44.88 $47.13
$6,718.40 $7,054.67 $7,408.27 $7,779.20 $8,169.20
$80,620.80 $84,656.00 $88,899.20 $93,350.40 $98,030.40
$43.03 $45.19 $47.45 $49.83 $52.33
$7,458.54 $7,832.94 $8,224.67 $8,637.20 $9,070.54
$89,502.40 $93,995.20 $98,696.00 $103,646.40 $108,846.40 $43.22 $45.39 $47.66 $50.05 $52.56
$7,491.47 $7,867.60 $8,261.07 $8,675.34 $9,110.40
$89,897.60 $94,411.20 $99,132.80 $104,104.00 $109,324.80 $60.11 $63.12 $66.28 $69.60 $73.08
$10,419.07 $10,940.80 $11,488.54 $12,064.00 $12,667.20
$125,028.80 $131,289.60 $137,862.40 $144,768.00 $152,006.40 $40.32 $42.34 $44.46 $46.69 $49.03
$6,988.80 $7,338.94 $7,706.40 $8,092.94 $8,498.54
$83,865.60 $88,067.20 $92,476.80 $97,115.20 $101,982.40 $37.35 $39.22 $41.19 $43.25 $45.42
$6,474.00 $6,798.14 $7,139.60 $7,496.67 $7,872.80
$77,688.00 $81,577.60 $85,675.20 $89,960.00 $94,473.60
$40.32 $42.34 $44.46 $46.69 $49.03
$6,988.80 $7,338.94 $7,706.40 $8,092.94 $8,498.54
$83,865.60 $88,067.20 $92,476.80 $97,115.20 $101,982.40 $60.11 $63.12 $66.28 $69.60 $73.08
$10,419.07 $10,940.80 $11,488.54 $12,064.00 $12,667.20
$125,028.80 $131,289.60 $137,862.40 $144,768.00 $152,006.40 $40.32 $42.34 $44.46 $46.69 $49.03
$6,988.80 $7,338.94 $7,706.40 $8,092.94 $8,498.54
$83,865.60 $88,067.20 $92,476.80 $97,115.20 $101,982.40 $52.49 $55.12 $57.88 $60.78 $63.82
$9,098.27 $9,554.14 $10,032.54 $10,535.20 $11,062.14
$109,179.20 $114,649.60 $120,390.40 $126,422.40 $132,745.60 $51.47 $54.05 $56.76 $59.60 $62.58
$8,921.47 $9,368.67 $9,838.40 $10,330.67 $10,847.20
$107,057.60 $112,424.00 $118,060.80 $123,968.00 $130,166.40 Fleet Supervisor MC21
(IT) GIS Administrator MC22
Development Services
Supervisor MC15
Finance Manager MC20
Facilities Maintenance
Supervisor MC19
(IT) Database Administrator MC14
Economic Development
Analyst
MC93
Engineering Manager MC16
Environmental Control
Supervisor MC17
Executive Secretary to City
Manager MC18
Emergency Services
Coordinator
Deputy Finance Officer MC86
Homeless Solutions Manager MC87

Page 2 of 7 ends

MC76
217

CITY OF FONTANA

MANAGEMENT CONFIDENTIAL

HOURLY/MONTHLY/ANNUAL PAY SCHEDULE
Effective 09/13/2023
TITLE RANGE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5
$51.47 $54.05 $56.76 $59.60 $62.58 Hourly
$8,921.47 $9,368.67 $9,838.40 $10,330.67 $10,847.20 Monthly $107,057.60 $112,424.00 $118,060.80 $123,968.00 $130,166.40 Annual $39.72 $41.71 $43.80 $45.99 $48.29
$6,884.80 $7,229.74 $7,592.00 $7,971.60 $8,370.27
$82,617.60 $86,756.80 $91,104.00 $95,659.20 $100,443.20 $22.94 $24.09 $25.30 $26.57 $27.90
$3,976.27 $4,175.60 $4,385.34 $4,605.47 $4,836.00
$47,715.20 $50,107.20 $52,624.00 $55,265.60 $58,032.00
$33.88 $35.58 $37.36 $39.23 $41.20
$5,872.54 $6,167.20 $6,475.74 $6,799.87 $7,141.34
$70,470.40 $74,006.40 $77,708.80 $81,598.40 $85,696.00
$28.74 $30.18 $31.69 $33.28 $34.95
$4,981.60 $5,231.20 $5,492.94 $5,768.54 $6,058.00
$59,779.20 $62,774.40 $65,915.20 $69,222.40 $72,696.00
$55.49 $58.27 $61.19 $64.25 $67.47
$9,618.27 $10,100.14 $10,606.27 $11,136.67 $11,694.80
$115,419.20 $121,201.60 $127,275.20 $133,640.00 $140,337.60 $59.18 $62.14 $65.25 $68.52 $71.95
$10,257.87 $10,770.94 $11,310.00 $11,876.80 $12,471.34
$123,094.40 $129,251.20 $135,720.00 $142,521.60 $149,656.00 $31.85
$5,520.67 "Step 1 Only"
$66,248.00
$36.40 $38.22 $40.14 $42.15 $44.26
$6,309.34 $6,624.80 $6,957.60 $7,306.00 $7,671.74
$75,712.00 $79,497.60 $83,491.20 $87,672.00 $92,060.80
$41.88 $43.98 $46.18 $48.49 $50.92
$7,259.20 $7,623.20 $8,004.54 $8,404.94 $8,826.14
$87,110.40 $91,478.40 $96,054.40 $100,859.20 $105,913.60 $55.49 $58.27 $61.19 $64.25 $67.47
$9,618.27 $10,100.14 $10,606.27 $11,136.67 $11,694.80
$115,419.20 $121,201.60 $127,275.20 $133,640.00 $140,337.60 $43.03 $45.19 $47.45 $49.83 $52.33
$7,458.54 $7,832.94 $8,224.67 $8,637.20 $9,070.54
$89,502.40 $93,995.20 $98,696.00 $103,646.40 $108,846.40 $40.32 $42.34 $44.46 $46.69 $49.03
$6,988.80 $7,338.94 $7,706.40 $8,092.94 $8,498.54
$83,865.60 $88,067.20 $92,476.80 $97,115.20 $101,982.40 Parks Development
Coordinator MC30
Human Resources Specialist MC26
Human Resources Technician MC27
Housing Development
Manager MC23
Human Resources Analyst MC24
Management Trainee MC78
Management Analyst II MC81
Information Technology (IT)
Project Administrator MC85
Management Analyst I MC80
(IT) Infrastructure Manager MC28
(IT) Network/Security
Administrator MC29
Human Resources Clerk MC25
Parks & Landscape
Supervisor MC31

Page 3 of 7 ends

CITY OF FONTANA

MANAGEMENT CONFIDENTIAL

HOURLY/MONTHLY/ANNUAL PAY SCHEDULE
Effective 09/13/2023
TITLE RANGE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5
$22.52 $23.65 $24.84 $26.09 $27.40 Hourly
$3,903.47 $4,099.34 $4,305.60 $4,522.27 $4,749.34 Monthly $46,841.60 $49,192.00 $51,667.20 $54,267.20 $56,992.00 Annual $33.88 $35.58 $37.36 $39.23 $41.20
$5,872.54 $6,167.20 $6,475.74 $6,799.87 $7,141.34
$70,470.40 $74,006.40 $77,708.80 $81,598.40 $85,696.00
$28.88 $30.33 $31.85 $33.45 $35.13
$5,005.87 $5,257.20 $5,520.67 $5,798.00 $6,089.20
$60,070.40 $63,086.40 $66,248.00 $69,576.00 $73,070.40
$51.47 $54.05 $56.76 $59.60 $62.58
$8,921.47 $9,368.67 $9,838.40 $10,330.67 $10,847.20
$107,057.60 $112,424.00 $118,060.80 $123,968.00 $130,166.40 $43.03 $45.19 $47.45 $49.83 $52.33
$7,458.54 $7,832.94 $8,224.67 $8,637.20 $9,070.54
$89,502.40 $93,995.20 $98,696.00 $103,646.40 $108,846.40 $34.11 $35.82 $37.62 $39.51 $41.49
$5,912.40 $6,208.80 $6,520.80 $6,848.40 $7,191.60
$70,948.80 $74,505.60 $78,249.60 $82,180.80 $86,299.20
$27.16 $28.52 $29.95 $31.45 $33.03
$4,707.74 $4,943.47 $5,191.34 $5,451.34 $5,725.20
$56,492.80 $59,321.60 $62,296.00 $65,416.00 $68,702.40
$32.78 $34.42 $36.15 $37.96 $39.86
$5,681.87 $5,966.14 $6,266.00 $6,579.74 $6,909.07
$68,182.40 $71,593.60 $75,192.00 $78,956.80 $82,908.80
$35.77 $37.56 $39.44 $41.42 $43.50
$6,200.14 $6,510.40 $6,836.27 $7,179.47 $7,540.00
$74,401.60 $78,124.80 $82,035.20 $86,153.60 $90,480.00
$59.91 $62.91 $66.06 $69.37 $72.84
$10,384.40 $10,904.40 $11,450.40 $12,024.14 $12,625.60
$124,612.80 $130,852.80 $137,404.80 $144,289.60 $151,507.20 $56.06 $58.87 $61.82 $64.92 $68.17
$9,717.07 $10,204.14 $10,715.47 $11,252.80 $11,816.14
$116,604.80 $122,449.60 $128,585.60 $135,033.60 $141,793.60 $43.03 $45.19 $47.45 $49.83 $52.33
$7,458.54 $7,832.94 $8,224.67 $8,637.20 $9,070.54
$89,502.40 $93,995.20 $98,696.00 $103,646.40 $108,846.40 $52.49 $55.12 $57.88 $60.78 $63.82
$9,098.27 $9,554.14 $10,032.54 $10,535.20 $11,062.14
$109,179.20 $114,649.60 $120,390.40 $126,422.40 $132,745.60 Police Dispatch Shift
Supervisor MC38
Police Records Supervisor MC39
Police Supervising Property
Control Clerk MC40
Police Support Services
Supervisor MC41
Principal Civil Engineer MC42
Public Information
Coordinator MC43
Principal Planner MC83
Public Safety Systems
Administrator MC84
Police Communications
Supervisor MC37
Police Administrative Support
Services Manager MC36
Payroll Technician MC34
Payroll Coordinator MC33
Payroll Clerk MC32

Page 4 of 7 ends

CITY OF FONTANA

MANAGEMENT CONFIDENTIAL

HOURLY/MONTHLY/ANNUAL PAY SCHEDULE
Effective 09/13/2023
TITLE RANGE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5
$46.21 $48.53 $50.96 $53.51 $56.19 Hourly
$8,009.74 $8,411.87 $8,833.07 $9,275.07 $9,739.60 Monthly $96,116.80 $100,942.40 $105,996.80 $111,300.80 $116,875.20 Annual $55.49 $58.27 $61.19 $64.25 $67.47
$9,618.27 $10,100.14 $10,606.27 $11,136.67 $11,694.80
$115,419.20 $121,201.60 $127,275.20 $133,640.00 $140,337.60 $46.42 $48.75 $51.19 $53.75 $56.44
$8,046.14 $8,450.00 $8,872.94 $9,316.67 $9,782.94
$96,553.60 $101,400.00 $106,475.20 $111,800.00 $117,395.20 $31.75 $33.34 $35.01 $36.77 $38.61
$5,503.34 $5,778.94 $6,068.40 $6,373.47 $6,692.40
$66,040.00 $69,347.20 $72,820.80 $76,481.60 $80,308.80
$38.76 $40.70 $42.74 $44.88 $47.13
$6,718.40 $7,054.67 $7,408.27 $7,779.20 $8,169.20
$80,620.80 $84,656.00 $88,899.20 $93,350.40 $98,030.40
$36.68 $38.52 $40.45 $42.48 $44.61
$6,357.87 $6,676.80 $7,011.34 $7,363.20 $7,732.40
$76,294.40 $80,121.60 $84,136.00 $88,358.40 $92,788.80
$30.68 $32.22 $33.84 $35.54 $37.32
$5,317.87 $5,584.80 $5,865.60 $6,160.27 $6,468.80
$63,814.40 $67,017.60 $70,387.20 $73,923.20 $77,625.60
$47.54 $49.92 $52.42 $55.05 $57.81
$8,240.27 $8,652.80 $9,086.14 $9,542.00 $10,020.40
$98,883.20 $103,833.60 $109,033.60 $114,504.00 $120,244.80 $46.42 $48.75 $51.19 $53.75 $56.44
$8,046.14 $8,450.00 $8,872.94 $9,316.67 $9,782.94
$96,553.60 $101,400.00 $106,475.20 $111,800.00 $117,395.20 $57.59 $60.47 $63.50 $66.68 $70.02
$9,982.27 $10,481.47 $11,006.67 $11,557.87 $12,136.80
$119,787.20 $125,777.60 $132,080.00 $138,694.40 $145,641.60 $38.95 $40.90 $42.95 $45.10 $47.36
$6,751.34 $7,089.34 $7,444.67 $7,817.34 $8,209.07
$81,016.00 $85,072.00 $89,336.00 $93,808.00 $98,508.80
$30.93 $32.48 $34.11 $35.82 $37.62
$5,361.20 $5,629.87 $5,912.40 $6,208.80 $6,520.80
$64,334.40 $67,558.40 $70,948.80 $74,505.60 $78,249.60
$43.03 $45.19 $47.45 $49.83 $52.33
$7,458.54 $7,832.94 $8,224.67 $8,637.20 $9,070.54
$89,502.40 $93,995.20 $98,696.00 $103,646.40 $108,846.40 Public Works Inspection
Supervisor MC44
Senior Administrative Aide MC51
Senior Administrative Analyst MC52
Purchasing Supervisor MC47
Real Property Analyst MC48
Public Works Manager MC45
Resources Budget Officer MC49
Revenue Operations
Manager MC89
Risk Manager MC90
Senior Accountant MC50
Purchasing Specialist MC46
Records Coordinator MC77
Purchasing Manager MC88

Page 5 of 7 ends

CITY OF FONTANA

MANAGEMENT CONFIDENTIAL

HOURLY/MONTHLY/ANNUAL PAY SCHEDULE
Effective 09/13/2023
TITLE RANGE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5
$30.51 $32.04 $33.65 $35.34 $37.11 Hourly
$5,288.40 $5,553.60 $5,832.67 $6,125.60 $6,432.40 Monthly $63,460.80 $66,643.20 $69,992.00 $73,507.20 $77,188.80 Annual $46.35 $48.67 $51.11 $53.67 $56.36
$8,034.00 $8,436.14 $8,859.07 $9,302.80 $9,769.07
$96,408.00 $101,233.60 $106,308.80 $111,633.60 $117,228.80 $55.28 $58.05 $60.96 $64.01 $67.22
$9,581.87 $10,062.00 $10,566.40 $11,095.07 $11,651.47
$114,982.40 $120,744.00 $126,796.80 $133,140.80 $139,817.60 $52.64 $55.28 $58.05 $60.96 $64.01
$9,124.27 $9,581.87 $10,062.00 $10,566.40 $11,095.07
$109,491.20 $114,982.40 $120,744.00 $126,796.80 $133,140.80 $52.64 $55.28 $58.05 $60.96 $64.01
$9,124.27 $9,581.87 $10,062.00 $10,566.40 $11,095.07
$109,491.20 $114,982.40 $120,744.00 $126,796.80 $133,140.80 $45.66 $47.95 $50.35 $52.87 $55.52
$7,914.40 $8,311.34 $8,727.34 $9,164.14 $9,623.47
$94,972.80 $99,736.00 $104,728.00 $109,969.60 $115,481.60 $47.54 $49.92 $52.42 $55.05 $57.81
$8,240.27 $8,652.80 $9,086.14 $9,542.00 $10,020.40
$98,883.20 $103,833.60 $109,033.60 $114,504.00 $120,244.80 $45.89 $48.19 $50.60 $53.13 $55.79
$7,954.27 $8,352.94 $8,770.67 $9,209.20 $9,670.27
$95,451.20 $100,235.20 $105,248.00 $110,510.40 $116,043.20 $50.25 $52.77 $55.41 $58.19 $61.10
$8,710.00 $9,146.80 $9,604.40 $10,086.27 $10,590.67
$104,520.00 $109,761.60 $115,252.80 $121,035.20 $127,088.00 $45.89 $48.19 $50.60 $53.13 $55.79
$7,954.27 $8,352.94 $8,770.67 $9,209.20 $9,670.27
$95,451.20 $100,235.20 $105,248.00 $110,510.40 $116,043.20 $55.28 $58.05 $60.96 $64.01 $67.22
$9,581.87 $10,062.00 $10,566.40 $11,095.07 $11,651.47
$114,982.40 $120,744.00 $126,796.80 $133,140.80 $139,817.60 $52.49 $55.12 $57.88 $60.78 $63.82
$9,098.27 $9,554.14 $10,032.54 $10,535.20 $11,062.14
$109,179.20 $114,649.60 $120,390.40 $126,422.40 $132,745.60 $60.11 $63.12 $66.28 $69.60 $73.08
$10,419.07 $10,940.80 $11,488.54 $12,064.00 $12,667.20
$125,028.80 $131,289.60 $137,862.40 $144,768.00 $152,006.40 Senior Traffic Engineer MC74
Senior Engineer MC56
Senior Management Analyst MC82
Senior Internal Auditor MC58
Senior Civil Land Surveyor MC79
Senior Civil Engineer MC55
Senior Human Resources
Analyst MC57
Strategic Transportation
Engineering Manager MC61
Senior Planner MC59
(IT) Software Development
Supervisor MC60
Senior Administrative
Secretary MC53
(IT) Senior Business Analyst MC54
Senior Landscape Planner MC92

Page 6 of 7 ends

CITY OF FONTANA

MANAGEMENT CONFIDENTIAL

HOURLY/MONTHLY/ANNUAL PAY SCHEDULE
Effective 09/13/2023
TITLE RANGE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5
$44.97 $47.22 $49.59 $52.07 $54.68 Hourly
$7,794.80 $8,184.80 $8,595.60 $9,025.47 $9,477.87 Monthly $93,537.60 $98,217.60 $103,147.20 $108,305.60 $113,734.40 Annual $31.87 $33.47 $35.15 $36.91 $38.76
$5,524.14 $5,801.47 $6,092.67 $6,397.74 $6,718.40
$66,289.60 $69,617.60 $73,112.00 $76,772.80 $80,620.80
$47.54 $49.92 $52.42 $55.05 $57.81
$8,240.27 $8,652.80 $9,086.14 $9,542.00 $10,020.40
$98,883.20 $103,833.60 $109,033.60 $114,504.00 $120,244.80 $47.54 $49.92 $52.42 $55.05 $57.81
$8,240.27 $8,652.80 $9,086.14 $9,542.00 $10,020.40
$98,883.20 $103,833.60 $109,033.60 $114,504.00 $120,244.80 $47.54 $49.92 $52.42 $55.05 $57.81
$8,240.27 $8,652.80 $9,086.14 $9,542.00 $10,020.40
$98,883.20 $103,833.60 $109,033.60 $114,504.00 $120,244.80 $43.03 $45.19 $47.45 $49.83 $52.33
$7,458.54 $7,832.94 $8,224.67 $8,637.20 $9,070.54
$89,502.40 $93,995.20 $98,696.00 $103,646.40 $108,846.40 $46.67 $49.01 $51.47 $54.05 $56.76
$8,089.47 $8,495.07 $8,921.47 $9,368.67 $9,838.40
$97,073.60 $101,940.80 $107,057.60 $112,424.00 $118,060.80 $44.86 $47.11 $49.47 $51.95 $54.55
$7,775.74 $8,165.74 $8,574.80 $9,004.67 $9,455.34
$93,308.80 $97,988.80 $102,897.60 $108,056.00 $113,464.00 $52.49 $55.12 $57.88 $60.78 $63.82
$9,098.27 $9,554.14 $10,032.54 $10,535.20 $11,062.14
$109,179.20 $114,649.60 $120,390.40 $126,422.40 $132,745.60 $46.35 $48.67 $51.11 $53.67 $56.36
$8,034.00 $8,436.14 $8,859.07 $9,302.80 $9,769.07
$96,408.00 $101,233.60 $106,308.80 $111,633.60 $117,228.80 $37.41 $39.29 $41.26 $43.33 $45.50
$6,484.40 $6,810.27 $7,151.74 $7,510.54 $7,886.67
$77,812.80 $81,723.20 $85,820.80 $90,126.40 $94,640.00
$66.21 $69.53 $73.01 $76.67 $80.51
$11,476.40 $12,051.87 $12,655.07 $13,289.47 $13,955.07
$137,716.80 $144,622.40 $151,860.80 $159,473.60 $167,460.80 $40.32 $42.34 $44.46 $46.69 $49.03
$6,988.80 $7,338.94 $7,706.40 $8,092.94 $8,498.54
$83,865.60 $88,067.20 $92,476.80 $97,115.20 $101,982.40 Supervising Plans Examiner MC75
MC65 Supervising Code
Enforcement Inspector
Supervising Animal Services
Officer MC63
Supervising Building
Inspector MC64
Utilities & Streets Supervisor MC73
(IT) Systems Administrator MC70
(IT) Systems/Network
Specialist MC71
Transportation Engineering
Manager MC72
Supervising Traffic Systems
Specialist MC68
(IT) Support Supervisor MC69
Supervising Technical
Engineer MC67
Supervising Real Property
Agent MC66
Supervising Accountant MC62

Page 7 of 7 ends

City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2392 Agenda Date: 9/12/2023
Agenda #: D. Category: Consent Calendar
FROM:

Engineering
SUBJECT:

Final Acceptance of Street and Sewer Improvements on Banana Avenue for Tract No. 18135 RECOMMENDATION:

1. Accept as complete the street and sewer improvements on Banana Avenue for Tract No. 18135 located south of Foothill Boulevard and east of Banana Avenue.

2. Adopt Resolution No. 2023-089, accepting sewer in Banana Avenue for Tract No. 18135 as part of the City sewer system.

COUNCIL GOALS:
· To invest in the city’s infrastructure (streets, sewers, parks, etc.) by maintaining and improving the city's existing infrastructure.
· To invest in the city’s infrastructure (streets, sewers, parks, etc.) by providing for the development of new infrastructure.

DISCUSSION:

Olive Communities, LLC constructed street and sewer improvements on Banana Avenue, a street that provides access to Tract No. 18135. This subdivision is located south of Foothill Boulevard and east of Banana Avenue.

The street and sewer improvements on Banana Avenue are now complete and acceptance by the City Council is required pursuant to Fontana Municipal Code, Section 26-184(b). Tract No. 18135 is a private community and the internal improvements are not a part of this action.

The street and sewer improvements have been completed to the satisfaction of the Department of Engineering. By accepting the improvements as complete, the City will be taking over the maintenance of these improvements.

This action will also authorize the release of the Faithful Performance Bond, which was posted to guarantee performance of the Subdivision Agreement. It will also authorize the release of the Labor and Material Bond after six months and the Warranty Bond after 12 months, less the total of any claims received by this date. The street and sewer improvements have met all Conditions of Approval and the improvements were inspected by the Department of Engineering.

Tract Map No. Bond No._ Bond Amount_
City of Fontana Page 1 of 2 Printed on 9/6/2023
powered by Legistar™223
File #: 21-2392 Agenda Date: 9/12/2023
Agenda #: D. Category: Consent Calendar
18135 4438982 $155,867
FISCAL IMPACT:

As part of the action to accept as complete the street and sewer improvements on Banana Avenue for Tract No. 18135, these improvements will be deemed complete and the City will take over operation and maintenance of this public infrastructure. Appropriate funding for the maintenance work is allocated to the Public Works Department, Utility and Street Division.

MOTION:

Approve staff recommendation.

City of Fontana Page 2 of 2 Printed on 9/6/2023
powered by Legistar™224
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community
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1 of 2
RESOLUTION NO. 2023-____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FONTANA ACCEPTING THE SEWER IN BANANA AVENUE FOR TRACT NO.
18135 AS PART OF THE CITY’S SEWER SYSTEM.

WHEREAS, Section 23-388 of the Code of the City of Fontana provides that each addition to or extension of the sewer systems shall be accepted by Resolution of the City Council; and
WHEREAS, the Resolution of Acceptance shall contain the terms of any special consideration which shall apply to the sewer so accepted; and NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Fontana, California hereby accepts as a part of the City’s sewer system the sewer main and laterals constructed within and part of Banana Avenue for Tract No. 18135 located south of Foothill Boulevard and east of Banana Avenue. No special consideration shall apply to any lots in Tract No. 18135.

APPROVED AND ADOPTED this 12th day of September, 2023.

READ AND APPROVED AS TO LEGAL FORM:
____________________________________
City Attorney
I, Germaine Key, City Clerk of the City of Fontana, and Ex-Officio Clerk of the City Council, do hereby certify that the foregoing resolution is the actual resolution duly and regularly adopted by the City Council at a regular meeting on the 12 th day of
September, 2023, by the following vote to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

City Clerk of the City of Fontana
Mayor of the City of Fontana
230
Resolution No. 2023-____
2 of 2
ATTEST:

City Clerk
231
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2406 Agenda Date: 9/12/2023
Agenda #: E. Category: Consent Calendar
FROM:

Finance
SUBJECT:

Business License Compliance Program
RECOMMENDATION:

Authorize the one-time waiver of penalties for businesses or individuals who are brought into compliance with City Code Chapter 15-36 through the Business License Compliance Program.

COUNCIL GOALS:
· Operate in a businesslike manner by creating a memorable customer experience with every interaction.
· Operate in a businesslike manner by improving services through the effective use of technology.
· Operate in a businesslike manner by correcting problems immediately. · Promote economic development by being business friendly at all levels and striving to constantly improve the city's competitiveness.

DISCUSSION:

Per Section 15-36 of the Fontana City Code, all businesses, trades, professions, callings and occupations who transact and carry on any business, trade, profession, calling or occupation in the city is required to first obtain a license from the City to do so. In April of 2023, the City of Fontana contracted with HDL Business Services to assist the City with its Business License Compliance program. The City has issued on average over 8,400 business licenses annually since 2017-18 that generate over $7 million in revenue for the City’s general fund. Through the Business License Compliance Program, HDL has forecasted that the City would realize an increase of over $660,000 in on-going business license tax revenue as a result of increased compliance through this program. To date, the first round of approximately 500 non-compliance notices have been sent to the property owners of non-residential real property rentals and over $1.0 million in current and prior year business license fee and penalty revenue has been received.

Per section 15-45 of the Code, failure to pay a license tax under this article when due shall result in a penalty of 20 percent of such license tax on 31st day after the business commenced to operate for the first time and an additional 20 percent on the first day of each month thereafter, provided that the amount of such penalty to be added shall in no event exceed 100 percent of the amount of the license tax due. Section 15-39(h) allows for a waiver of fees only for applications that are not more than 30 days past due.

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File #: 21-2406 Agenda Date: 9/12/2023
Agenda #: E. Category: Consent Calendar
The Business License Compliance Program is outlined below:
· The City has partnered with HdL for business license software since 2004. The software is used to process all business license applications.
· The Business License Compliance Program is administered by HdL. HdL takes the data in the business license software and compares it to sales tax data to ensure that every business that is reporting sales tax is also licensed. Additionally, HdL conducts field surveys. · Once non-compliant businesses are identified, HdL communicates required compliance information and outreach services to the business which includes a business license application.
· The non-compliant business applicant completes the application and returns it to HdL. · HdL reviews the application and applies the required annual business license fee and associated penalties per the City code based upon the information provided by the noncompliant business and invoices the business accordingly. · In the event the non-compliant business has been conducting business within the City for more than three years without a license, they will only be invoiced for a maximum of three years plus the current year.
· HdL also provides a business support center via phone or online where business owners can get answers to questions that arise; provides document submission/processing, invoicing, and data entry into the business license software.

Since the implementation of the program, numerous businesses have been successfully brought into compliance, and for others, compliance has presented a significant hardship. Due to some businesses owing multiple years’ worth of fees, with the associated penalties equally 100% of the fee, these businesses have requested the waiver of the penalties. As the goal of this program is compliance and due to the fact that the Finance Department does not have any legal authority to waive any penalties with the exception of that as cited above, staff is requesting the formal approval of the Business License Compliance Program that would be retroactive covering all associated notices/invoices that have already been sent, and to continue to the process as outlined above and including the following parameters:
· Invoicing of no more than three years plus the current year which reflects the total amount due including all associated penalties
· Adding the authority allowing the Finance Department to waive all penalties for invoices associated with and identified through the Business License Compliance Program if payment is made within 30 days from the date of the invoice
· Authorize the reimbursement of the penalty payments already collected if payment had been made within 30 days
· Authorizing the Finance Department to negotiate payment plans to assist businesses if requested
FISCAL IMPACT:

Based upon the program estimate, if all taxes and fees including penalties are received revenue would exceed $1.3 million. The impact of the waiver of penalties would be approximately 50% of the $1.3 million or a $650,000 decrease in one-time revenue to the general fund. As the program is now estimated to exceed initial estimates, the total required budget for the associated HdL contract City of Fontana Page 2 of 3 Printed on 9/6/2023
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File #: 21-2406 Agenda Date: 9/12/2023
Agenda #: E. Category: Consent Calendar
expense is not included in the 2023-24 Adopted Budget. A requested increase in appropriations will be included in the First Quarter Budget Report.

MOTION:

To approve staff recommendation
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2409 Agenda Date: 9/12/2023
Agenda #: F. Category: Consent Calendar
FROM:

Engineering
SUBJECT:

Acceptance of Final Map for Parcel Map No. 20585 and Abandonment of a Certain Portion of Right of Way of Banana Avenue
RECOMMENDATION:

Accept Parcel Map No. 20585 located at the northeast corner of Banana Avenue and Durian Avenue; accept as public dedicated streets and easements; and authorize the Mayor and City Clerk to certify the abandonment of a certain portion of right of way of Banana Avenue.

COUNCIL GOALS:
· To invest in the City’s infrastructure (streets, sewers, parks, etc.) by maintaining and improving the city's existing infrastructure.
· To invest in the City’s infrastructure (streets, sewers, parks, etc.) by providing for the development of new infrastructure.

DISCUSSION:

On December 20th, 2022, the City of Fontana Planning Commission approved Tentative Parcel Map No. 20585 (TPM No. 22-011) and Design Review No. 20-030 to consolidate five parcels into one parcel of approximately 4.4 acres for the development of a new industrial commerce center of approximately 97,474 square feet. The subdivider, MBK Industrial Properties LLC, has complied with the Conditions of Approval and dedicated the required streets and easements as a part of the project.

The Parcel Map No. 20585 has been reviewed by the City Engineer and found to be substantially correct.

As a part of this Parcel Map, portions of excess road right-of-way within the easterly four feet of Banana Avenue are no longer needed and will be abandoned. Pursuant to Section 66434(g) of the California Government Code and Section 66499.20.2 of the Subdivision Map Act, the City Clerk must certify the abandonment of those certain portions of street right-of-way. The filing of this Parcel Map shall constitute an abandonment of those portions of the easements granted to the City of Fontana for street and public utility purposes. In accordance with the Subdivision Map Act, the Parcel Map is now being brought to the City Council for final approval.

FISCAL IMPACT:

This action will only approve the Parcel Map for recordation and authorize permits for the construction of the development, therefore there is no fiscal impact to City resources at this time.

MOTION:

City of Fontana Page 1 of 2 Printed on 9/6/2023
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File #: 21-2409 Agenda Date: 9/12/2023
Agenda #: F. Category: Consent Calendar
Approve staff recommendation.

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1 Revised - RP – 09/01/2022

LAND IMPROVEMENT AGREEMENT
PM # ASP #
DR # ADDRESS #
THIS AGREEMENT made and entered into this day of , 20___, by and between the City of Fontana, hereinafter call City and hereinafter called Applicant.

WITNESSETH:

WHEREAS, it is the intention of the Applicant to improve a certain parcel or parcels of land in the City of Fontana described as
and,
WHEREAS, the City Council of the City of Fontana has approved and adopted certain rules and regulations governing the developing of land in the City and the posting of improvements securities guaranteeing the installation of necessary permanent improvements as set forth in Article III of Chapter 25, Article IV of Chapter 26 and Article III of Chapter 27 of the Fontana City Code and,
WHEREAS, the City Code specifically sets forth the requirements for the installations of necessary improvements affecting land development.

NOW, THEREFORE, the City and the Applicant mutually agrees as follows:

The Applicant will construct or cause to be constructed at applicants expense all required permanent improvements on streets abutting his property, all required tests, design work, equipment materials, and labor in order to complete all of the improvements as associated with the requirements per the approved project or to the satisfaction of the City Engineer or as specifically described and shown on approved plans on file with City Engineer and total cost estimate as stated on Exhibit “A”, and in accordance with applicable provisions of the Standard Specifications and Standard Details of the City of Fontana in effect on the date of this Agreement.

The work shall be done under the supervision of and to the satisfaction of the City Engineer. The estimated cost of said work and improvement is the sum of ($ ).

Surety bond for Faithful Performance in the penal sum of the estimated cost of said work and improvement shall be properly executed in favor of and delivered to the City as part of this Agreement. In lieu of a surety bond the Applicant may deposit money or negotiable securities with the City as provided in Article III of Chapter 25, Article IV of Chapter 26 and Article III of Chapter 27 of the Fontana City Code.

The estimated cost of construction set forth in Exhibit “A” is for estimation purposes only, and for calculation of the amount of securities required pursuant to the provisions of this section. 268
2 Revised - RP – 09/01/2022
Applicant’s obligation to complete the improvements, or any portion of them, is not limited in any way by the estimated cost of construction, and the obligation of Applicant’s surety in connection with the securities required pursuant to the provisions of this section.

All of the required improvements shall be completed within 12 months from the effective date of this agreement. If the work is not completed within the specified time period because of acts of God, the public enemy, the City, or because of fire, flood, epidemic, quarantine restrictions, strikes or freight embargoes, the Applicant shall be entitled to an extension beyond the specified time period for a period equal to the length of such delay within ten days from the beginning of such delay
In addition to the extension for the reasons referenced in the foregoing paragraph, Applicant may submit a written request, Exhibit “B”, for a discretionary extension of the time for completion of the improvements to the City Engineer. The City Engineer may grant or reject such extension, in whole or in part or with conditions, in his sole discretion. If an extension time is granted it shall in no way affect the validity of this contract or release the surety on the securities referenced herein.

Upon timely completion of the required improvements pursuant to the terms of this Agreement, and prior to final acceptance of the improvements by the City, Applicant shall submit to the City Engineer for review and approval, a digital copy of “record” drawings of all improvement plans in accordance with the latest edition of the City of Fontana Electric File Submittal Requirements.

Upon the approval of “record” drawing, the City Engineer shall process the release of the Applicant’s performance bond posted pursuant to the Bond Guarantee for Faithful Performance.

In the event that Applicant fails to complete the improvements within the required period or any approved extension, the City may complete the work and shall be entitled to recover the full cost and expenses thereof from Applicant, or his surety as herein provided. If City pursues completion of the improvement work, it may require Applicant, or his surety, to pay the City in advance, sufficient monies to cover the City’s cost in completing construction of the improvements.

Any limitations period provided by law related to breach of this Agreement or the terms thereof shall not commence running until Applicant, or Applicant’s surety pursuant to this Agreement, has provided the City Engineer with written notice of Applicant’s intent to abandon or otherwise not complete the improvements.

Applicant shall defend, indemnify and hold City, its elected officials, officers, employees, and agents free and harmless from any and all liability arising out of or incident to Applicant’s performance of this Agreement, including without limitation all reasonable attorney’s fees, whether or not resulting from the negligence of Applicant or Applicant’s agents. This indemnity shall extend to any claims arising because Applicant has failed to properly secure any necessary easement, land right, contract, and approval, but shall not extend to any claim arising out of the sole negligence of City.
269
3 Revised - RP – 09/01/2022
It is further expressly agreed that the Applicant will procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work.
270
4 Revised - RP – 09/01/2022
IN WITNESS WHEREOF, three (3) identical counterparts of this agreement, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Applicant herein named on the day of , 20 the
name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

APPLICANT CITY OF FONTANA
____________________________ By:

Signature City Engineer

Print Name
____________________________ Date:

Print Name
____________________________
Company Name
____________________________
Address
____________________________
City State Zip Code
Attachments: (1) Exhibit “A” – Cost Estimate
(2) Exhibit “B” – Time Extension
(3) Securities
271

STAFF USE ONLY
ENGINEERING PC NO.

CITY OF FONTANA

ENGINEERING DEPARTMENT
COST ESTIMATE **EXHIBIT "A" **
SHEET 1
DATE:

DEVELOPER MBK PROJECT NAME
ENGINEER Huitt-Zollars TRACT MAP NO. N/A
PHONE NO. 909-941-7799 X 11450 PARCEL MAP NO. 20585

STREET IMPROVEMENTS

ITEM QUANTITY UNIT UNIT COST AMOUNT
6" CURB & GUTTER L.F. $17.00 $0.00
8" CURB & GUTTER 802 L.F. $19.00 $15,238.00
8" THICK CROSS GUTTER 1,100 S.F. $11.00 $12,100.00
4" SIDEWALK 5998 S.F. $7.00 $41,986.00
ACCESS RAMP 1 EA $5,000.00 $5,000.00
DRIVE WAY APPROACHES 1,604 S.F. $11.00 $17,644.00
ASPHALT CONCRETE DIKES L.F. $11.00 $0.00
FOG SEAL S.F. $0.10 $0.00
IMPORTED BANKMENT C.Y. $10.00 $0.00
PREPARATION OF SUBGRADE 13,880 S.F. $0.50 $6,940.00
*A.C. 474 TON $150.00 $71,100.00
*A.C. OVERLAY (1" MIN. THICKNESS) 94 TON $150.00 $14,100.00 **PCC CURB ONLY (MEDIAN) L.F. $16.00 $0.00
ADJUST SEWER MANHOLE TO GRADE 1 EA $500.00 $500.00

ADJUST SEWER CLEAN OUT TO
GRADE EA $300.00 $0.00
ADJUST WATER VALVES TO GRADE 5 EA $250.00 $1,250.00
BARRICADES (STD 118) L.F. $40.00 $0.00
2 X 4 REDWOOD HEADER L.F. $5.00 $0.00
*REMOVAL OF A.C. PAVEMENT 13,696 S.F. $0.66 $9,039.36
**REMOVAL OF P.C.C. CURB 925 L.F. $6.00 $5,550.00
*REMOVAL OF A.C. BERM L.F. $5.00 $0.00
RETAINING WALL H=2 1/2 FT.

OR LESS L.F. $40.00 $0.00
BLOCK WALL H=6 FEET L.F. $50.00 $0.00
AGGREGATE BASE 0 TON $30.00 $0.00
GUARD POSTS EA $70.00 $0.00
GUARD PANEL (WOOD) L.F. $40.00 $0.00
SAWCUT 1,090 L.F. $3.50 $3,815.00
REFLECTORS AND POSTS EA $100.00 $0.00
STREET SIGNS EA $250.00 $0.00
POWER POLE REMOVALS 4 EA $5,000.00 $20,000.00
STREET IMPROVEMENT SUBTOTAL $224,262.36
* A.C. ASPHALTIC CONCRETE
** P.C.C. PORTLAND CONCRETE CEMENT
Based on Revised 11/18/2021 - RG (placed in Excel by MG-HZ)

DURIAN FONTANA
4/19/2023
ELPC22-000073

CITY OF FONTANA

ENGINEERING PRELIMINARILY APPROVED BY DATE CONSTRUCTION APPROVED CORRECTIONS FINAL APPROVED FOR INFORMATION ONLY ✔
Henry Pham 5/22/2023
272
SHEET 2

STORM DRAIN IMPROVEMENTS

ITEM QUANTITY UNIT UNIT COST AMOUNT
* 18" RCP (or LESS) 50 L.F. $90.00 $4,500.00
* 24" RCP L.F. $110.00 $0.00
* 30" RCP L.F. $250.00 $0.00
* 36" RCP L.F. $250.00 $0.00
* 42" RCP L.F. $250.00 $0.00
* 48" RCP L.F. $260.00 $0.00
* 54" RCP L.F. $280.00 $0.00
* 60" RCP L.F. $300.00 $0.00
* 66" RCP L.F. $320.00 $0.00
* 78" RCP L.F. $340.00 $0.00
* 24" CMP L.F. $90.00 $0.00
* 60" CMP L.F. $320.00 $0.00
CATCH BASIN/CURB INLET:

W=7 EA $4,000.00 $0.00
W=10 EA $4,500.00 $0.00
W=14 2 EA $6,000.00 $12,000.00
W=21 EA $11,000.00 $0.00
W=28 EA $14,000.00 $0.00
JUNCTION STRUCTURE 1 EA $3,200.00 $3,200.00

TRAFFIC TYPE JUNCTION
STRUCTURE EA $2,800.00 $0.00
DISCHARGE STRUCTURE EA $2,800.00 $0.00
MANHOLES EA $2,500.00 $0.00
LOCAL DEPRESSION 2 EA $1,250.00 $2,500.00
INLET STRUCTURE EA $2,100.00 $0.00
OPENING MODIFICATION, PIPE CONNECTION 1 EA $7,000.00 $7,000.00

AND COLLAR
STORM DRAIN IMPROVEMENT SUBTOTAL $29,200.00

SANITARY SEWER IMPROVEMENTS
MANHOLES 60" DIAMETER EA $4,500.00 $0.00
MANHOLES 48" DIAMETER 1 EA $4,000.00 $4,000.00
DROP MAN HOLES EA $4,500.00 $0.00
WYES EA $100.00 $0.00
CLEANOUTS 1 EA $600.00 $600.00

REMODELING OF EXISTING
MANHOLE: EA $950.00 $0.00
** 4" VCP L.F. $50.00 $0.00
** 6" VCP 50 L.F. $60.00 $3,000.00
** 8" VCP 125 L.F. $70.00 $8,750.00
** 10" VCP L.F. $80.00 $0.00
** 12" VCP L.F. $90.00 $0.00
** 15" VCP L.F. $100.00 $0.00
SANITARY SEWER IMPROVEMENT SUBTOTAL $16,350.00
273
SHEET 3
Based on Revised 11/18/2021 - RG (placed in Excel by MG-HZ)

TRAFFIC SIGNALS / SIGN / STRIPING

ITEM QUANTITY UNIT UNIT COST AMOUNT

TRAFFIC SIGNAL (MODIFICATION)
One Corner EA/LS $50,000 $0.00
Two Corners EA/LS $100,000 $0.00
TRAFFIC SIGNAL (COMPLETE) EA/LS $250,000 $0.00
PAINT TRAFFIC STRIPE ( 1 COAT) 50 L.F. $2.40 $120.00
PAINT TRAFFIC STRIPE (2 COATS) L.F. $0.65 $0.00
PEDESTRIAN CROSSWALK STRIPING 19 L.F. $0.65 $12.35

PAVEMENT MARKER
(NON REFLECTIVE) EA $2.50 $0.00
PAVEMENT MARKER (REFLECTIVE) 4 EA $4.00 $16.00
REFLECTORS AND POSTS EA $100.00 $0.00
STREET SIGNS 1 EA $250.00 $250.00
PAVEMENT LETTER MARKERS 1 EA $500.00 $500.00
TRAFFIC SIGNAL / SIGNS / STRIPING SUBTOTAL $898.35
* REINFORCE CONCRETE PILE
** VITRIFIED CLAY PILE

CFD LANDSCAPE IMPROVEMENTS (BONDING PURPOSES ONLY)
AREA LANDSCAPED S.F. $12.00 $0.00
REFLECTORS AND POSTS S.F. $12.00 $0.00
LANDSCAPING IMPROVEMNTS SUBTOTAL $0.00
Based on Revised 11/18/2021 - RG (placed in Excel by MG-HZ) 274
SHEET 4
STREET IMPROVEMENT SUBTOTAL …………………………………………. $224,262
STORM DRAIN IMPROVEMENTS SUBTOTAL ……………………………….. $29,200 SANITARY SEWER IMPROVEMENTS SUBTOTAL…………………………… $16,350 TRAFFIC SIGNAL / SIGNS / STRIPING SUBTOTAL …………………………. $898 IMPROVEMENT SUBTOTAL $270,711
(USE THIS TOTAL FOR PLAN CHECK & PERMITTING PURPOSES)
CFD LANDSCAPE IMPROVEMENTS $0.00
SUBDIVISION MONUMENT GURANTEE $1200 +$50/LOT $1,250.00
STREET LIGHTS 4 $5,000 $20,000.00
CUCAMONGA COUNTY WATER DISTRICT FACILITIES $0.00
IMPROVEMENT SUBTOTAL $291,961
ADD 35% $102,186.25
BONDING TOTAL $395,000
APPROVED PUBLIC IMPROVEMENT PLANS:

STREET IMP. DWG. NO._________________________
STREET LIGHT DWG. NO._______________________
SEWER IMP. DWG. NO. _________________________
STORM DRAIN IMP. NO. ________________________
TRAFFIC SIGNAL DWG. NO. _____________________
SIGNING & STRIPING DWG. NO. _________________
Based on Revised 11/18/2021 - RG (placed in Excel by MG-HZ) 04/19/23
EXP. 09/30/23 DATE
EXP. 09/30/23
6330 6330LT 6331

CITY OF FONTANA

ENGINEERING PRELIMINARILY APPROVED BY DATE CONSTRUCTION APPROVED CORRECTIONS FINAL APPROVED FOR INFORMATION ONLY ✔
Henry Pham 5/22/2023
275
276
277
278
279
280
281
8 Revised - RP – 09/01/2022

LAND IMPROVEMENT AGREEMENT
EXHIBIT “B”
I,
(Applicant’s name here)
am the owner of the property to which this Request is being made for a One Year Time Extension for Project No. .

Print Name:

Applicant’s Signature:

Applicant’s Address:

Date:
(Attached Notary Acknowledgment)

CITY OF FONTANA
BY: DATE:

City Engineer
[ ] DENY
[ ] APPROVED
NEW DATE:
282
283
City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2417 Agenda Date: 9/12/2023
Agenda #: G. Category: Consent Calendar
FROM:

Engineering
SUBJECT:

Award a Construction Contract for the Blanchard Avenue Sidewalk Gap Project RECOMMENDATION:

1. Award bid and authorize the City Manager to execute a construction contract with SNZ Contractors, Inc. for the construction of the Blanchard Ave Sidewalk Gap Project in the amount of $115,095.00 and authorize a 10% contingency in the amount of $11,509.50 (Bid No. SB-126-DE23).

2. Appropriate $102,000 of Air Quality Management District (AQMD) Fund 241 to the Blanchard Avenue Sidewalk Gap Project No. 3115.

3. Approve and authorize the City Manager to execute any and all utility agreements, utility easements, and subsequent agreements on behalf of the City of Fontana for the Blanchard Ave Sidewalk Gap Project.

DISCUSSION:

The City of Fontana received requests from residents to close sidewalk gaps that exist along Blanchard Avenue, just south of Miller Avenue. This project will construct the missing sidewalk gaps in front of the four residential properties, thereby creating a continuous path of travel. Additionally, an existing curb ramp will be reconstructed to be compliant with the latest Americans with Disabilities Act (ADA) requirements. These improvements will enhance the pedestrian path of travel for residents in the vicinity.

On July 6th, 2023, at 2:00 p.m. the bids for this contract were opened. A total of nine (9) bids were received ranging from $115,095.00 to $796,175.00. SNZ Contractors, Inc. is the lowest bidder in the City of Fontana Page 1 of 2 Printed on 9/7/2023
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File #: 21-2417 Agenda Date: 9/12/2023
Agenda #: G. Category: Consent Calendar
amount of $115,095.00. The Engineer's estimate was $100,000.00. After reviewing the proposed bid documents and performing reference checks, Engineering staff has determined SNZ Contractors, Inc. to be the lowest responsive and responsible bidder.

FISCAL IMPACT:

The fiscal impact associated with the approval of this item is $126,604.50, for the full term of the construction contract. The available budget is about $61,175. Considering all projected expenses for the project, an additional $102,000 is being requested in 37603115-241-I-8330 and is not included in the FY 2023-2024 budget. The request will be submitted in the next quarterly budget report and will be funded by Air Quality Management District (AQMD) Fund 241.

MOTION:

Approve staff recommendation.

City of Fontana Page 2 of 2 Printed on 9/7/2023
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N
0 1 inch = 600 feet
600 1200

PROJECT LOCATION

BLANCHARD AVENUE SIDEWALK GAP
PROJECT (PN3115)
286
Bid Results
Blanchard Ave Sidewalk Gap Project
SB-126-DE-23

1. SNZ Contractors, Inc $115,095.00
Irvine, CA

2. FS Contractors, Inc $116,620.00
Sylmar, CA

3. Voltaire Engineering $123,610.00
Los Alamitos, CA

4. Dash Construction, Inc $130,690.00
Woodland Hills, CA

5. Gentry General Engineering, Inc $146,579.50
Rancho Cucamonga, CA

6. DM Contracting, Inc $167,405.00
Colton, CA

7. ISSA Electric, Inc $187,515.02
Riverside, CA

8. HZS Engineering, Inc $189,490.00
Santa Ana, CA

9. We R Builders, Inc $796,175.00
Glendale, CA
287
City of Fontana
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2419 Agenda Date: 9/12/2023
Agenda #: H. Category: Consent Calendar
FROM:

Community Services
SUBJECT:

Approve a Contract with TA Mentoring Services LLC for the Noble Youth Program to be delivered at Fontana Expanded Learning Program school sites.

RECOMMENDATION:

1. Approve a contract with TA Mentoring Services LLC to provide and deliver the Noble Youth Leadership Program at the Fontana Expanded Learning Program’s twenty-eight (28) Elementary School sites and the five (5) Middle School sites.

2. Approve the Non-Competitive Proposal purchase under the Purchasing Policies 3.1.5 for Single Source/Sole Source method.

3. Authorize the City Manager or designee to sign the agreement, all related documents, and any amendments for the term of the agreement.

COUNCIL GOALS:
· Operate in a businesslike manner by creating a memorable customer experience with every interaction.
· Increase citizen involvement by Developing future leaders. · Increase citizen involvement by promoting healthy lifestyle opportunities to residents of all ages.

DISCUSSION:

The City of Fontana is currently in an Agreement with the Fontana Unified School District (FUSD) as the Fontana Expanded Program (FELP) Provider. FELP is an After School Education and Safety (ASES) Grant and Expanded Learning Opportunities Program (ELO-P) funded program.

As part of the grant required curriculum components, FELP provides leadership opportunities and 21st Century Skill lessons to meet the program requirements as well as align with the district’s efforts to prepare student education and leadership exploration.

To support the operating Agreement between the City and FUSD, FELP is recommending to contract with TA Mentoring Services LLC to provide and deliver the Noble Youth Leadership Program at the Fontana Expanded Learning Program’s twenty-eight (28) Elementary School sites and the five (5) Middle School sites. The program will support student leadership development and expose them to Social Emotional Skills needed for successful social and academic achievement. The Noble Youth City of Fontana Page 1 of 2 Printed on 9/6/2023
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File #: 21-2419 Agenda Date: 9/12/2023
Agenda #: H. Category: Consent Calendar
Leadership curriculum will focus on teaching students important values in life such as respect, dignity, love and trust. In addition, they will train FELP staff on the Noble Youth Leadership curriculum.

This is a sole source contract as the curriculum is only available through TA Mentoring Services LLC.and meets grant requirements. Purchasing Policy 3.1.5 allows the purchase when no competitive advantage would be gained from services that are unique and are only available from one source.

FISCAL IMPACT:

The program cost is $517,000.00 and is budgeted in the adopted FY 2023/2024 Community Services Department operating budget in account 38624101.8130. The cost is 100% fully reimbursable.

MOTION:

Approve a contract with TA Mentoring Services LLC for the Fontana Expanded Learning Program at all thirty-three (33) FELP sites.

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TA Mentoring Services, LLC: 760-771-7701 - [email protected] TA Mentoring Services, LLC
Noble Youth (Restorative Circles)
Scope of work
Expanded Learning Youth Leadership Vision
To enhance the quality of life for youth in the City of Fontana.

Enrollment - Approximately 900 participants from the Fontana Expanded Learning Program will participate in the Noble Youth Program.

Cost to Participants - There is no cost to participants; Fontana Expanded Learning Program (FELP) will cover costs through the Expanded Learning Opportunities – Program grant funding
Curriculum - The Noble Youth curriculum will focus on teaching students about important values in life: respect, dignity, love, and trust.

Staff Follow-Up – TA Mentoring Services, LLC will provide ongoing check-ins with site staff.

Informational Sessions with Parents - Students will attend an informational session with their parents to outline the objectives of the program and review guidelines and expectations.

Sessions with Students - The participants will go through 12 sessions as part of the curriculum.

Training FELP staff - Fontana Expanded Learning Program (FELP) staff will receive training on implementation of Noble Youth Curriculum.

Contract Start/End - September 2023 to June 30, 2024
Services provided to - Fontana Expanded Learning Program (FELP) TA Mentoring Services, LLC fee includes:
• 12 sessions
• Up to 900 students served (3 groups of 15-20 students at each site) • FELP staff members will attend Noble Youth sessions
• Train staff in Restorative Practices.
• Parent informational meetings at each site or through Zoom. • Follow-up calls/meetings with students and parents.
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TA Mentoring Services, LLC: 760-771-7701 - [email protected] • Develop outreach materials in partnership with Fontana Expanded Learning Program staff.
• Three celebrations for program participants in Noble Youth - Food will be provided.
• T-shirts, bracelets and backpacks are provided to student participants. • Program planning and implementation.
• Presentation to Fontana Expanded Learning Program staff on program implementation.
• Will support City of Fontana efforts to collect data based on evaluation outcomes agreed to collectively.
• Noble Youth staff will attend all meeting requests by the Fontana Expanded Learning Program.

Total Cost: $517,000
Program Budget
Program Budget (based on up to 900 youth served):

Item Total
T-shirts - 300 x 3 Cohorts $15,000
Backpacks 300 x 3 Cohorts $5,000
Bracelets (900) 300 x 3 Cohorts $2,000
Ceremony for 300 Participants x 3
Cohorts $20,000
Student Rewards 300 x 3 Cohorts $5,000
Trainings, Special Meetings, Program
Evaluation $70,000
1 - Facilitator Lead (Program
Manager) $100,000
5 Assistant Facilitators $300,000
Total $517,000
Student Rewards - Students who attend weekly and actively participate are rewarded with snacks and prizes.

Ceremonies - At the end of each cohort, students are invited to attend the ceremony. Food, cake, and drinks are provided for students and their families.

Trainings – FELP staff will receive trainings from the National Compadres Network on Noble Youth curriculum.

Facilitator - Provide oversight and program implementation.

Assistant Facilitators - Provide program support to school sites and help staff with implementation.
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2420 Agenda Date: 9/12/2023
Agenda #: I. Category: Consent Calendar
FROM:

Community Services
SUBJECT:

Approve a Contract EBK & Company LLC to provide and deliver the US Engineering League for the Fontana Expanded Learning Program.

RECOMMENDATION:

1. Approve a contract with EBK & Company LLC to provide and deliver the US Engineering League, Mechanical Engineering/Robotics Club for the Fontana Expanded Learning Program at ten (10) Elementary School sites and the five (5) Middle School sites.

2. Approve the Non-Competitive Proposal purchase under the Purchasing Policies 3.1.5 for Single Source/Sole Source method.

3. Authorize the City Manager or designee to sign the agreement, all related documents, and any amendments for the term of the agreement.

COUNCIL GOALS:
· Operate in a businesslike manner by creating a memorable customer experience with every interaction.
· Increase citizen involvement by Developing future leaders.

DISCUSSION:

As part of the grant required curriculum components, FELP provides science, technology, engineering, and mathematics opportunities and 21st Century Skill lessons to meet the program requirements as well as align with the district’s efforts to prepare student education and career exploration.

To support the operating Agreement between the City and FUSD, FELP is recommending to contract with EBK & Company LLC to provide and deliver the US Engineering League, Mechanical Engineering/Robotics Club for FELP at ten (10) Elementary School sites and the five (5) Middle School sites. The United States Engineering League curriculum will focus on teaching students important skills in STEM such as coding, mechanical engineering, physics, and art. In addition, they City of Fontana Page 1 of 2 Printed on 9/7/2023
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File #: 21-2420 Agenda Date: 9/12/2023
Agenda #: I. Category: Consent Calendar
will train FELP staff on the US Engineering League curriculum.

This is a sole source contract as the curriculum is only available through EBK & Company LLC and meets grant requirements. Purchasing Policy 3.1.5 allows the purchase when no competitive advantage would be gained from services that are unique and are only available from one source.

FISCAL IMPACT:

The program cost is $1,747,500.00 and is budgeted in the adopted FY 2023/2024 Community Services Department operating budget in account 38624101.8130. The cost is 100% fully reimbursable.

MOTION:

Approve a contract with EBK & Company LLC to provide and deliver the US Engineering League, Mechanical Engineering/Robotics Club for the Fontana Expanded Learning Program at ten (10) Elementary School and the five (5) Middle School FELP sites.

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Please Make Checks Payable To: US Engineering League
US Engineering League
2933 S Walker ave
Ontario, CA 91761
(909) 545-6711
[email protected]
usengineeringleague.org

BILL TO SHIP TO
Accounts Payable
City of Fontana Expanded
Learning Program
8353 Sierra Avenue
Fontana, CA 92335
Community Services
16860 Valencia Ave
Fontana, CA 92335
QUOTE1287
DATE 07/28/2023 TERMS Net 60

ACTIVITY QTY RATE AMOUNT
After-School Program:USEL Race Engineering - Full Implementation Provide the City with USEL Race Engineering Sessions at 15 School Sites.

USEL will provide 2 instructors per site, race track,, and all instruction to implement the program.

Scheduled to start 09/01/2023 and conclude 12/08/2023
15 11,666.6666667 175,000.00
Product Sales:USEL Race Car Engineering Kit
USEL Race Engineering set used for race engineering programs 300 350.00 105,000.00
Product Sales:USEL Race Engineering Spare Parts Kits
Spare parts used to replace motor, wheels, and metallic pieces from USEL Race Car Kit
15 1,000.00 15,000.00
Consultant:Professional Devlopment
Specialized training for FELP staff on USEL Specific curriculum.

Training Conducted on 3 separate occasions over the 2023/2024 school year
3 15,000.00 45,000.00
After-School Program:USEL Robotics Competition Training - World Robot Olympiad
Provide the City with USEL Race Engineering Sessions at 15 School Sites.

USEL will provide 2 instructors per site and required training materials Scheduled to start 01/22/2024 and conclude 05/03/2024
15 11,666.6666667 175,000.00
Product Sales:World Robot Olympiad Table Tops
World Robot Olympiad Expandable Table Top used for practice and competition (9 tables per school site)
135 350.00 47,250.00
WRO Challenge Pieces & Mats
World Robot Olympiad Expandable Table Top used for practice and competition (9 tables per school site)
135 200.00 27,000.00
WRO Official School Banner Plaques
Official School Partner Plaques For Display
15 433.333333 6,500.00
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Please Make Checks Payable To: US Engineering League

ACTIVITY QTY RATE AMOUNT
USEL Robotic Sensor Upgrades
Robot Sensor Upgrades For use on Competition Robot Kits 15 school sites
15 1,000.00 15,000.00
After-School Program:USEL SumoBots League - Full Implementation by USEL
Provide the City with USEL SumoBots League Sessions at 15 School Sites.

USEL will provide 2 instructors per site.

Scheduled to start 06/03/2024 and conclude 06/28/2024
33 23,333.3333333 770,000.00
Product Sales:SumoBot Kit
USEL SumoBot Kit for 33 elementary sites
990 325.00 321,750.00
Product Sales:SumoBot Kit Replacement Parts
SUmoBot Kit replacement parts, motors, metallic pieces for 33 school sites
33 303.030303 10,000.00
USEL SumoMat
USEL SumoMat Table for 33 school sites (Each site needs 4 Tables) 120 200.00 24,000.00
Consultant:Professional Video / Photography
Professional Video and photography for all programs run during the school year for use by the City of Fontana
1 11,000.00 11,000.00
Any Questions Regarding this Invoice please call Ericka Kreimann (909) 644-7545
SUBTOTAL 1,747,500.00
TAX 0.00
TOTAL 1,747,500.00
TOTAL DUE $1,747,500.00
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2421 Agenda Date: 9/12/2023
Agenda #: J. Category: Consent Calendar
FROM:

Community Services
SUBJECT:

Approve the purchase of Sandy Spin Inc. Skillastics Speed Stacks curriculum to be delivered at Fontana Expanded Learning Program’s school sites.

RECOMMENDATION:

1. Approve purchase of Sandy Spin Inc. Skillastics Speed Stacks Curriculum, an additional component to the current physical education curriculum at all sites of the Fontana Expanded Learning Program.

2. Approve the Non-Competitive Proposal purchase under the Purchasing Policies 3.1.5 for Single Source/Sole Source method.

3. Authorize the Purchasing Division to issue a purchase order for the Speed Stack Skillastics Custom Package curriculum from Sandy Spin Slade.

COUNCIL GOALS:
· Operate in a businesslike manner by creating a memorable customer experience with every interaction.
· Increase citizen involvement by promoting healthy lifestyle opportunities to residents of all ages.

DISCUSSION:

As part of the grant required curriculum components, FELP provides physical education opportunities and 21st Century Skill lessons to meet the program requirements as well as align with the districts’ efforts to prepare students to have physically active lives and make healthy choices.

To support the operating Agreement between the City and FUSD, FELP is recommending the purchase of Sandy Spin Inc. Skillastics Speed Stacks Curriculum, an additional component to the current physical education curriculum at all sites of the Fontana Expanded Learning Program. The Skillastics Speed Stack curriculum offers a wide range of physical activities and specialty programs, in a fun and engaging manner, for a variety of ages and skill levels. The curriculum focuses on teaching students important values in living a healthy life such as mindfulness and physical exercise.

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File #: 21-2421 Agenda Date: 9/12/2023
Agenda #: J. Category: Consent Calendar
FELP will have access to this curriculum for the life of the program.

This is a sole source contract as the curriculum is only available through Sandy Spin Inc. Skillastics and meets grant requirements. Purchasing Policy 3.1.5 allows the purchase when no competitive advantage would be gained from services that are unique and are only available from one source.

FISCAL IMPACT:

The program cost is $178,540.10 and is budgeted in the adopted FY 2023/2024 Community Services Department operating budget account 38624101.8010. This cost is 100% fully reimbursable.

MOTION:

Approve the purchase of Sandy Spin Inc Skillastics Speed Stacks curriculum for the Fontana Expanded Learning Program to be used at all FELP sites.

City of Fontana Page 2 of 2 Printed on 9/6/2023
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Quote#:

Date:

Prepared by:

E-mail:

Preparer's Phone:

Name: Email:

School/Org.:

Address:

City/State: Zip: 92335 Phone:

ATTN To:

City: State: Zip:

Phone: Email:

Item # QTY Unit Price
VFFCSS 33 $ 4,518.00
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
Pricing valid for 90 Days
E-mail: [email protected]
PO Box 1513, Corona, CA 92878 Applicable Taxes (7.75%) $ 11,554.80 (951) 279-3476 • Fax: (951) 279-3957 • Toll Free (888) 842-7746 Total Delivered Cost $ 178,540.10 Mail, Fax or E-mail this quote to: Product Cost $ 149,094.00 Sandy Spin Slade, Inc./DBA Skillastics Shipping & Handling $ 17,891.30 *Included is a Free 1 Hour Training $ -
$ -
$ -
(6) Timers for Competitions $ -
(6) Stack Mats $ -
Carrying Case for Cups, Timers and Stack Mats $ -
(2) Speed Stacks Skillastics kits $ -
(2) Sets of Jumbo Cups $ -
30 Day Cup Stacking Specialty Digital Program $ -
Speed Stack Skillastics Custom Package $ 149,094.00
Package Includes: $ -
(4) 30 Set Class Packs (120 cups per site) $ -
Product Description Total Price
P.O. Number : Shipping Facility Name:

Shipping Street Address:

Customer's Billing and Shipping Information
Sandy Spin Slade, Inc./DBA Skillastics
Customer's Contact Information
Tammy Wilkerson [email protected]
City of Fontana
16860 Valencia Ave.

Fontana/CA 909-349-6945
Notes:
**Sorting and Labeling per site is included
(310) 431-8205
Price Quote
JW092322a
August 2, 2023
Jess Wadleigh
[email protected]
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2422 Agenda Date: 9/12/2023
Agenda #: K. Category: Consent Calendar
FROM:

Community Services
SUBJECT:

Approve the purchase ZTag curriculum to be delivered at Fontana Expanded Learning Program’s school sites.

RECOMMENDATION:

1. Approve purchase of ZTag, an additional component to support academic and physical education development of participants at all sites of the Fontana Expanded Learning Program.

2. Approve the Non-Competitive Proposal purchase under the Purchasing Policies 3.1.5 for Single Source/Sole Source method.

3. Authorize the Purchasing Division is issue a purchase order for the ZUES v2 curriculum from ZTag.

COUNCIL GOALS:
· Improve public safety by emphasizing community-oriented policing, community involvement, and youth programs.
· Increase citizen involvement by promoting healthy lifestyle opportunities to residents of all ages.

DISCUSSION:

As part of the grant required curriculum components, FELP provides academic support, physical education opportunities and 21st Century Skill lessons to meet the program requirements as well as align with the districts’ efforts to support students’ academic and physical development.

To support the operating agreement between the City and FUSD, FELP is recommending purchasing ZTag an additional component to support academic and physical education development of participants at all sites of the Fontana Expanded Learning Program. The ZTag curriculum offers a wide-ranging academic support curriculum based on physical activities and specialty programs, in a fun and engaging manner, for a variety of ages and skill levels.

This is a sole source contract as the curriculum is only available through ZTag and meets grant City of Fontana Page 1 of 2 Printed on 9/6/2023
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File #: 21-2422 Agenda Date: 9/12/2023
Agenda #: K. Category: Consent Calendar
requirements. Purchasing Policy 3.1.5 allows the purchase when no competitive advantage would be gained from services that are unique and are only available from one source.

FISCAL IMPACT:

The program cost is $1,488,081.38 and is budgeted in the adopted FY 2023/2024 Community Services Department operating budget in account 38624101.8130. The cost is 100% reimbursable.

MOTION:

Approve the purchase of ZTag curriculum for the Fontana Expanded Learning Program to be used at all FELP program sites.

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1 Sub Total 1,534,500.00
Discount(10.00%) (-) 153,450.00
SB (7.75%) 107,031.38
Total $1,488,081.38
Quote Date : 08 May 2023
ZTAG
30440 Byfield Rd
Castaic California 91384
U.S.A
Quote
# ZTAG Quote - 001083
Bill To
Fontana City
# Item & Description Qty Rate Amount
1 ZUES v2
ZUES v2 - Command Center with 24 zTagger Pro - with 6 programs (Red Light Green Light, Zombie Survival, Rock Paper Scissor, Pattern Match, Keep Away, Math Match). Includes 1 year complimentary service and software upgrade plan
165.00
pcs
9,300.00 1,534,500.00
Notes
With Gratitude,
Stan Liu
Email: [email protected]
Tel Direct: 323-253-2800
Zoom Meeting: https://calendly.com/sonicsurfer/30min
Tel: (888) 3GO-ZTAG
Terms & Conditions
ZTAG warrants its products against manufacturing defects for 1 year from purchase date.
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2423 Agenda Date: 9/12/2023
Agenda #: L. Category: Consent Calendar
FROM:

Engineering
SUBJECT:

Approve an Encroachment Agreement to Construct and Maintain Improvements Beneath the Etiwanda Avenue Overpass
RECOMMENDATION:

Approve and authorize the City Manager to execute an Encroachment Agreement between the City of Fontana and Union Pacific Railroad Company to construct and maintain improvements located beneath the Etiwanda Avenue overpass at the intersection of Etiwanda Avenue and North Loop Road COUNCIL GOALS:
· To invest in the City’s infrastructure (streets, sewers, parks, etc.) by maintaining and improving the city's existing infrastructure.
· To invest in the City’s infrastructure (streets, sewers, parks, etc.) by providing for the development of new infrastructure.

DISCUSSION:

The Union Pacific Railroad Company is proposing to construct crash walls to provide protection for the piers supporting the Etiwanda Avenue overpass, together with minor grading improvements to support a portion of the railroad track bed. These improvements are located beneath the Etiwanda Avenue overpass at the intersection of Etiwanda Avenue and North Loop Road. The proposed improvements encroach onto City right-of-way and this agreement will allow Union Pacific Railroad Company to encroach onto City right-of-way for the installation and maintenance of the improvements. Under the terms of this agreement, Union Pacific Railroad Company agrees to maintain, repair, and replace all improvements as necessary.

FISCAL IMPACT:

Union Pacific Railroad Company will assume responsibility for all proposed improvements, therefore there is no impact to City resources at this time.

MOTION:

Approve staff recommendation.

City of Fontana Page 1 of 1 Printed on 9/6/2023
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RECORDING REQUESTED BY:

City Clerk
City of Fontana
WHEN RECORDED MAIL TO:

City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Attn: City Clerk
(Space above for Recorder's Use)
Exempt from Recording Fees per Gov. Code §§ 6103, 27383

ENCROACHMENT AGREEMENT
THIS ENCROACHMENT AGREEMENT (“AGREEMENT”) is issued by the CITY OF FONTANA, a California municipal corporation and general law city (“CITY”), to UNION PACIFIC RAILROAD COMPANY, a Delaware corporation (“PERMITTEE”). CITY and PERMITTEE are sometimes hereinafter referred to individually as a “Party” and collectively as the “Parties.”

RECITALS
A. CITY holds a public right-of-way (“PUBLIC RIGHT-OF-WAY”) on, over, under and across certain real property in the City of Fontana, County of San Bernardino, State of California, more particularly described in Exhibit A and depicted on Exhibit B, which are attached hereto and incorporated herein by reference, with respect to the highway overpass known as Etiwanda Avenue (the “OVERPASS”).

B. PERMITTEE has applied for an encroachment permit from CITY in connection with PERMITTEE’S construction of a project on PERMITTEE’S right-of-way adjacent to the PUBLIC RIGHT-OF-WAY.

C. PERMITTEE desires to construct and maintain a crash wall on a portion of the PUBLIC RIGHT-OF-WAY to provide protection for the piers supporting the OVERPASS, together with minor grading improvements to support a portion of PERMITTEE’S track bed.

D. PERMITTEE has requested that CITY enter into this AGREEMENT, whereby PERMITTEE would be authorized to install, maintain, repair and replace certain improvements on, over, under and across the PUBLIC RIGHT-OF-WAY.
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E. CITY agrees to provide to PERMITTEE the right to encroach upon the PUBLIC RIGHT-OF-WAY for the installation and maintenance of certain improvements on, over, under and across the PUBLIC RIGHT-OF-WAY, subject to the terms and conditions contained herein.

AGREEMENT

1. Grant of Encroachment. CITY hereby grants to PERMITTEE a right of encroachment upon the PUBLIC RIGHT-OF-WAY for the purpose of constructing, installing, maintaining, repairing, replacing and operating the IMPROVEMENTS (defined below), subject to the limitations set forth in this AGREEMENT and PERMITTEE’S fulfillment and ongoing compliance with the terms and conditions set forth herein. The installation and maintenance of, and any use of, the IMPROVEMENTS shall be subordinate to any use and operations which CITY may conduct during the effective period of this AGREEMENT, and PERMITTEE shall not cause any unreasonable delay or interference with CITY’S access to the PUBLIC RIGHT-OF-WAY.

PERMITTEE shall not interfere with the operations of CITY on the PUBLIC RIGHT-OF-WAY, whether or not such interference is considered material.

2. Authorized Improvements. The improvements authorized to be installed pursuant to this AGREEMENT are limited to elements of a crash wall to provide protection for the piers supporting the OVERPASS, together with minor grading improvements to support a portion of PERMITTEE’S track bed ( the “IMPROVEMENTS”), in the PUBLIC RIGHT-OF-WAY, as more particularly described and depicted in Exhibits A and B. The right of PERMITTEE to install, maintain, repair, replace and use the IMPROVEMENTS is subject to the following limitations, and conditioned upon PERMITTEE implementing the following protective measures and physical construction standards in connection with the IMPROVEMENTS:
a. Final design drawings and plans for the IMPROVEMENTS, as approved by CITY and PERMITTEE, are attached hereto as Exhibit C and incorporated herein by reference and considered a material part of this AGREEMENT. PERMITTEE shall construct, install, operate and maintain the IMPROVEMENTS in strict compliance with the approved final design drawings and plans, and no changes or deviations therefrom shall be permitted without PERMITTEE first obtaining the prior written consent of CITY, which may be granted or denied in CITY’S sole discretion. The issuance of building and encroachment permits by CITY for any changes and modifications shall be presumed to constitute consent of such changes and modifications under this AGREEMENT. b. A schedule of construction activities within the PUBLIC RIGHT-OF-WAY shall be provided to and approved by CITY prior to the commencement of any construction work within the PUBLIC RIGHT-OF-WAY. No heavy equipment shall be operated within or traverse the PUBLIC RIGHT-OF-WAY, when there is less than 24 inches of soil over any existing public improvements. No vibratory compaction will be allowed within the PUBLIC RIGHT-OF-WAY unless approved in writing by CITY. All IMPROVEMENTS shall be open and subject to inspection by CITY, and PERMITTEE shall give notice and allow CITY to inspect any underground improvements prior to backfilling. PERMITTEE shall provide CITY with “as-built” drawings of the IMPROVEMENTS within thirty (30) days of completion of the construction activities.
c. PERMITTEE shall reimburse CITY for any and all expenses incurred by CITY for work, if any, to support or protect the PUBLIC RIGHT-OF-WAY within thirty (30) days 334
after receiving written demand and a statement from CITY detailing such costs. If PERMITTEE fails to perform the necessary work to support or protect the PUBLIC RIGHT-OF-WAY within thirty (30) days after receiving written notice from CITY , or if CITY must immediately perform such work in the event of an emergency or if otherwise legally mandated to do so, CITY may proceed with performing such work at the sole expense of PERMITTEE. PERMITTEE shall thereafter reimburse CITY within thirty (30) days after receiving written demand and an itemized statement from CITY detailing the costs incurred for such work. d. PERMITTEE shall be required to obtain all other necessary and required licenses, permits and authorizations from any governmental agency with jurisdiction over the IMPROVEMENTS and to pay all fees and charges associated therewith, prior to commencing any work on the IMPROVEMENTS. This AGREEMENT does not constitute, nor grant, permission to use or occupy any property or portion thereof, not belonging to, or under the control of CITY.

Permission to use or occupy such property must be obtained from the owner or controller of the property, separate from and in addition to this AGREEMENT. e. PERMITTEE shall not alter, replace, or otherwise change the IMPROVEMENTS without complying with the terms of this Section 2.

3. No Grant of Property Interest. This AGREEMENT is not a grant by CITY of any property or ownership interest, but is made subject and subordinate to the prior and continuing right of CITY to use all of the PUBLIC RIGHT-OF-WAY including, but not limited to, public use as a street and for the purpose of laying, installing, maintaining, repairing, protecting, replacing, and removing sanitary sewers, water mains, storm drains, gas mains, poles, overhead and underground electrical and telephone wires, cable television, telecommunications facilities and other utility and municipal uses, as applicable, together with appurtenances thereof and with right of ingress and egress, along, over, across and on said PUBLIC RIGHT-OF-WAY.

4. Construction and Operation. PERMITTEE shall construct, operate, maintain and repair the IMPROVEMENTS so as not to endanger or interfere with any improvements that CITY makes or to otherwise interfere in any manner with the PUBLIC RIGHT-OF-WAY or legal rights of any property owner or to unnecessarily hinder or obstruct pedestrian or vehicular traffic within any portion of the PUBLIC RIGHT-OF-WAY. PERMITTEE shall not place facilities, equipment or fixtures where they will interfere with any gas, electric, telephone, telecommunications, water, sewer or other utility facilities, as applicable, or obstruct or hinder in any manner such entity’s use of any PUBLIC RIGHT-OF-WAY, and shall provide the minimum distance or separation for any sewer, storm, water, electrical and gas lines as required by all applicable codes and regulations.

5. Repair of Damage. Any damage caused directly or indirectly by PERMITTEE to the PUBLIC RIGHT-OF-WAY or to CITY’S improvements therein or other property shall be repaired by CITY, at PERMITTEE’S sole cost and expense, or if authorized by CITY may be repaired by PERMITTEE at its sole cost and expense. If CITY elects to perform the repair work itself, PERMITTEE shall reimburse CITY for the full costs of the repair work within thirty (30) days after receiving a written demand and itemized statement from CITY detailing such costs. In the event payment is not made within said thirty (30) day period, said payment shall accrue interest at a rate of ten percent (10%) per annum from the end of said thirty (30) day period until paid in full.

6. Relocation or Abandonment of Improvements.
335
a. Emergency Relocation. In the event of an emergency, or where the IMPROVEMENTS create or are contributing to an imminent danger to health, safety or property, CITY may remove, relay or relocate any or all parts of the IMPROVEMENTS with prior notice to PERMITTEE’S Response Management Communications Center at (888) 877-7267. Except for instances where a coordinated response by CITY and PERMITTEE is necessary, the aforementioned notice requirement shall not impede or prevent the CITY from removing, relaying, or relocating any or all parts of the IMPROVEMENTS in emergency circumstances where immediate action is required and, in any such event, notice of CITY’s actions shall be communicated by CITY to PERMITTEE’S Response Management Communications Center as soon thereafter as conditions may reasonably and safely allow. PERMITTEE shall be responsible for all costs reasonably incurred in connection with such emergency relocation. The term “emergency” shall be defined in accordance with California law and in general, shall be considered as an unforeseen circumstance which calls for immediate action. b. Permanent Relocation. PERMITTEE shall permanently remove or relocate, without cost or expense to CITY, the IMPROVEMENTS or any portion thereof installed, used and maintained under this AGREEMENT if and when made necessary by any lawful change of grade, alignment or width of the PUBLIC RIGHT-OF-WAY, including the construction, maintenance or operation of any other CITY underground or aboveground facilities. In the event all or any portion of the PUBLIC RIGHT-OF-WAY occupied by the IMPROVEMENTS shall be needed by CITY for governmental purposes or in the event the existence of the IMPROVEMENTS shall be considered detrimental to governmental activities, including but not limited to, interference with CITY construction projects, or is in conflict vertically and/or horizontally with any proposed CITY installation, PERMITTEE shall, following direction from the City Engineer, remove and relocate the IMPROVEMENTS or applicable portion thereof, to such other location or locations on said PUBLIC RIGHT-OF-WAY as may be designated by CITY. Said removal or relocation shall be completed within ninety (90) days of written notification by CITY; provided PERMITTEE can timely obtain any necessary permits from CITY. In the event the IMPROVEMENTS or applicable portion thereof are not removed or relocated within ninety (90) days after said notification, CITY may cause the same to be done at the sole expense of PERMITTEE. c. Repair of Public Right-of-Way. When removal or relocation is required under this AGREEMENT, PERMITTEE shall, after the removal or relocation of the IMPROVEMENTS, at its own cost, repair and return the PUBLIC RIGHT-OF-WAY, or public utility or service easements on which the facilities were located, to a safe and satisfactory condition in accordance with the construction-related conditions and specifications as established by CITY, according to its standard practice. Should PERMITTEE remove the IMPROVEMENTS from the PUBLIC RIGHTOF-WAY, PERMITTEE shall, within ten (10) days after such removal, give notice thereof to CITY specifying the portion of the PUBLIC RIGHT-OF-WAY affected and the location thereof, as well as the date of removal. Before proceeding with removal or relocation work, PERMITTEE shall obtain and CITY shall issue an excavation permit from the CITY. d. Abandonment of Improvements. If any portions of the IMPROVEMENTS covered under this AGREEMENT are no longer used by PERMITTEE, or are abandoned for a period in excess of one (1) year, PERMITTEE shall notify CITY and shall either promptly vacate and remove the facilities at PERMITTEE’S own expense or, at CITY’S sole discretion, may abandon some or all of the IMPROVEMENTS in place.
336

7. Waiver and Release. PERMITTEE, in perpetuity, expressly waives, releases and relinquishes any and all claims, causes of action, rights and remedies PERMITTEE may now or hereafter have against CITY, and its officials, officers, employees, and agents, whether known or unknown, with respect to liability for any damage to or loss, upon, above, beneath, or across the PUBLIC RIGHT-OF-WAY pursuant to this AGREEMENT unless such damage or loss is caused by the sole active negligence or willful misconduct of CITY. As a material part of CITY’S decision to issue this AGREEMENT, PERMITTEE hereby assumes all risk of damage to the IMPROVEMENTS in or upon the PUBLIC RIGHT-OF-WAY arising from any cause attributable to CITY’S exercising its rights hereunder, and PERMITTEE hereby waives all claims in respect thereto against CITY, except if caused by the sole active negligence or willful misconduct of CITY.

PERMITTEE HEREBY ACKNOWLEDGES THAT IT HAS READ AND IS FAMILIAR WITH THE PROVISIONS OF CALIFORNIA CIVIL CODE SECTION 1542 (“SECTION 1542”), WHICH IS SET FORTH BELOW:
“A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS WHICH THE

CREDITOR DOES NOT KNOW OR SUSPECT TO EXIST IN HIS OR HER

FAVOR AT THE TIME OF EXECUTING THE RELEASE, WHICH IF KNOWN

BY HIM MUST HAVE MATERIALLY AFFECTED HIS OR HER
SETTLEMENT WITH THE DEBTOR.”

BY INITIALING BELOW, PERMITTEE HEREBY WAIVES THE PROVISIONS OF SECTION 1542 SOLELY IN CONNECTION WITH THE MATTERS WHICH ARE THE SUBJECT OF THE FOREGOING WAIVERS AND RELEASES:

PERMITTEE’S Initials: ___________
The waivers and releases by PERMITTEE contained herein shall survive the term of this AGREEMENT and shall be binding upon the assignees, transferees, and successors in interest of PERMITTEE.

8. Recovery of Costs for Enforcement of Agreement. The terms of this AGREEMENT may be enforced by CITY or its successors or assigns. In the event of any controversy, claim or dispute relating to this AGREEMENT, or the breach thereof, the prevailing party shall be entitled to recover from the other Party reasonable expenses, attorneys’ fees and costs.

9. Hazardous Materials Use.
a. PERMITTEE covenants that it will not handle or transport Hazardous Materials on, over or across the IMPROVEMENTS or the PUBLIC RIGHT-OF-WAY. As used in this AGREEMENT, the term “Hazardous Materials” means: (a) any substance, products, waste, or other material of any nature whatsoever which is or becomes listed, regulated, or addressed pursuant to the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), 42 United States Code Section 9601 et seq.; the Resources Conservation and Recovery Act, 42 United States Code Section 6901 et seq.; the Hazardous Materials Transportation 337
Conservation and Recovery Act, 42 United States Code Section 1801 et seq.; the Clean Water Act, 33 United States Code Section 1251 et seq.; the Toxic Substances Control Act, 15 United States Code Section 2601 et seq.; the California Hazardous Waste Control Act, Health and Safety Code Section 25100 et seq.; the Hazardous Substance Account Act, Health and Safety Code Section 25330 et seq.; the California Safe Drinking Water and Toxic Enforcement Act, Health and Safety Code Section 25249.5 et seq.; California Health and Safety Code Section 25280 et seq. (Underground Storage of Hazardous Substances); the California Hazardous Waste Management Act, Health and Safety Code Section 25170.1 et seq.; California Health and Safety Code Section 25501 et seq. (Hazardous Materials Release Response Plans and Inventory); or the California Porter-Cologne Water Quality Control Act, Water Code Section 13000 et seq., all as amended (the above cited California state statutes are hereinafter collectively referred to as “the State Toxic Substances Law”); or any other federal, state, or local statute, law, ordinance, resolution, code, rule, regulation, order or decree regulating, relating to, or imposing liability or standards of conduct concerning any Hazardous Substance, now or at any time hereinafter in effect; (b) any substance, product, waste or other material of any nature whatsoever which may give rise to liability under any of the above statutes or under any statutory or common law theory based on negligence, trespass, intentional tort, nuisance or strict liability or under any reported decisions of a state or federal court; (c) petroleum or crude oil, other than petroleum and petroleum products which are contained within regularly operated motor vehicles; and (d) asbestos.

In the event the IMPROVEMENTS are now or in the future used in the handling or transporting of Hazardous Materials, PERMITTEE agrees to fully comply with all applicable federal, state, and local laws, rules, regulations, orders, decisions and ordinances (hereinafter referred to as “Hazardous Materials Standards”) concerning Hazardous Materials. PERMITTEE further agrees that at CITY’S request it will furnish CITY with proof, satisfactory to CITY, that PERMITTEE is in compliance with all such laws, rules, regulations, orders, decisions and ordinances. b. Notwithstanding anything else contained in this AGREEMENT and to the fullest extent permitted by law, in case of a breach of the obligations contained in this Section 9, PERMITTEE agrees to assume liability for and to save, indemnify, defend and hold harmless CITY from and against any and all injuries to any person, including wrongful death, and damage to property, including without limitation, property of CITY and PERMITTEE, and all related expenses, including without limitation reasonable attorneys’ fees, investigators’ fees, litigation expenses, and mitigation costs resulting in whole or in part from PERMITTEE’S failure to comply with any Hazardous Materials Standards issued by any governmental authority concerning Hazardous Materials. PERMITTEE, at its cost, shall assume the defense of all claims, in accordance with Section 13 hereof. PERMITTEE agrees to reimburse CITY for all reasonable costs of any kind incurred as a result of the PERMITTEE’S failure to comply with this Section, including, but not limited to, judicial or administrative fines, penalties, clean-up and disposal costs, and reasonable legal costs incurred as a result of PERMITTEE’S handling, transporting, or disposing of Hazardous Materials on, over, or across the IMPROVEMENTS and PUBLIC RIGHTOF-WAY.

10. Standards. PERMITTEE shall comply with all statutes, ordinances, rules, regulations, orders and decisions (hereinafter referred to as “Standards”) issued by any federal, state or local governmental body or agency established thereby relating to PERMITTEE’S use of the IMPROVEMENTS and PUBLIC RIGHT-OF-WAY hereunder. In its use of the IMPROVEMENTS 338
and PUBLIC RIGHT-OF-WAY, PERMITTEE shall at all times be in full compliance with all Standards, present or future, including, but not limited to, Standards concerning air quality, water quality, noise, and Hazardous Materials. In the event PERMITTEE fails to be in full compliance with Standards, CITY may, but shall not be obligated to, after giving notice of the failure to PERMITTEE, and if PERMITTEE, within thirty (30) days of such notice, fails to correct such non-compliance, or if such non-compliance is not capable of cure within thirty (30) days then promptly commences and diligently performs such appropriate corrective measures, take whatever action it determines in its sole discretion to be necessary to protect the public improvements, PUBLIC RIGHT-OF-WAY, and other adjacent property. PERMITTEE shall reimburse CITY for all reasonable costs (including but not limited to, consulting, engineering, clean-up and disposal, and reasonable legal costs) incurred by CITY as a result of PERMITTEE’S failure to comply with such Standards, and also such reasonable costs incurred by CITY in abating a violation of such Standards, protecting against a threatened violation of such Standards, defending any claim of violation of such Standards in any proceeding before any agency or court, and paying any fines or penalties imposed for such violations.

PERMITTEE shall, to the extent permitted by law, assume liability for and shall save and hold harmless CITY from any claim of a violation of the Standards regardless of the nature thereof or the agency or person asserting such claim, which results from PERMITTEE’S use of the IMPROVEMENTS and PUBLIC RIGHT-OF-WAY; provided, however, that the foregoing shall not apply to the extent of CITY’S negligence or willful misconduct. PERMITTEE, at its cost, shall assume the defense of all such claims.

11. Tests and Inspections. CITY shall have the right at any time to inspect the IMPROVEMENTS, PUBLIC RIGHT-OF-WAY, and public improvements so as to monitor compliance with this AGREEMENT. If, in CITY’S sole judgment, any installation, use, or condition of the IMPROVEMENTS may have an adverse effect on the public improvements, PUBLIC RIGHTOF-WAY, or CITY’S operations, CITY shall be permitted to, at its sole cost and expense, conduct any tests or assessments, including but not limited to environmental assessments, of or on the PUBLIC RIGHT-OF-WAY and public improvements, as it determines to be necessary or useful to evaluate the condition of the PUBLIC RIGHT-OF-WAY and public improvements. PERMITTEE shall cooperate with CITY in any tests or inspections deemed necessary by CITY. PERMITTEE shall pay or reimburse CITY, as appropriate, for all reasonable costs and expenses incurred due to any necessary corrective work and inspections thereafter within thirty (30) days of a request for payment and a statement detailing such costs and expenses.

12. Insurance.
a. Types; Amounts. PERMITTEE shall obtain, and shall require any subcontractor to obtain, insurance in the amounts described below unless specifically altered or waived by CITY (“Required Insurance”) prior to performing any work authorized by this AGREEMENT. If any of the Required Insurance contains a general aggregate limit, such insurance shall apply separately to this License or be no less than two times the specified occurrence limit; however, the aggregate limit may be satisfied through the use of a primary general liability policy and umbrella / excess liability policy(ies).
(i) General Liability Insurance. PERMITTEE shall maintain occurrence version general liability insurance, or equivalent form, with a combined single limit of not less than Two Million Dollars ($2,000,000) per 339
occurrence, with such limits being able to be satisfied through the use of a primary general liability policy and umbrella / excess liability policy(ies).

The general liability insurance policy must include coverage for the following:
(1) Bodily Injury and Property Damage
(2) Personal Injury/Advertising Injury
(3) Premises/Operations Liability
(4) Products/Completed Operations Liability
(5) Explosion, Collapse and Underground (UCX) exclusion deleted (6) Contractual Liability with respect to this AGREEMENT (7) Broad Form Property Damage
(8) Independent Contractor Coverage
(ii) Business Automobile Liability Insurance. PERMITTEE shall maintain business automobile liability insurance with an each accident limit of not less than One Million Dollars ($1,000,000) for bodily injury and property damage, which shall be shall be at least as broad as Insurance Services Office Form Number CA 00 01 covering automobile liability (Coverage Symbol 1, any auto).
(iii) “All Risk” Property Insurance. PERMITTEE shall maintain a policy of property insurance for perils usual to a standard “all risk” insurance policy on all its IMPROVEMENTS or alterations in or on the PUBLIC RIGHTOF-WAY, with limits equal to the value of all such IMPROVEMENTS or alterations.
b. General Provisions. The general liability insurance policy and the business automobile liability insurance policy shall (1) name CITY, its officials, officers, employees and agents as additional insureds; (2) be endorsed to waive subrogation against CITY, its officials, officers, employees and agents as additional insureds; and (3) be primary and non-contributory.

All Required Insurance herein shall contain standard separation of insureds provisions, and shall contain no special limitations on the scope of protection provided to CITY, its officials, officers, employees and agents.
c. Certificates; Insurer Rating; Cancellation Notice. Prior to conducting any work in the PUBLIC RIGHT-OF-WAY, PERMITTEE shall furnish to CITY properly executed certificates of insurance which evidence all Required Insurance. PERMITTEE shall maintain the Required Insurance at all times while this AGREEMENT is in effect, and shall replace any certificate, policy, or endorsement which will expire prior to that date. All policies shall be 340
endorsed to provide the Required Insurance shall not be suspended, voided, reduced, canceled, or allowed to expire except on thirty (30) days prior written notice to CITY. Unless approved in writing by CITY, PERMITTEE shall place the Required Insurance with insurers licensed to do business in the State of California and with a current A.M. Best rating of at least A-:VII. d. Waiver of Subrogation. PERMITTEE releases CITY, its officials, officers, employees and agents from any claims for damage or harm to any person, the PUBLIC RIGHT-OFWAY, or the IMPROVEMENTS, caused by, or which result from, risks insured under any insurance policy carried by PERMITTEE at the time of such damage or harm. PERMITTEE shall cause each insurance policy required herein to provide a waiver of subrogation in favor of CITY, its officials, officers, employees and agents.
e. Umbrella or Excess Insurance. If umbrella or an excess liability insurance policy is used to satisfy the minimum requirements for insurance coverage listed above, the umbrella or excess liability policies shall provide coverage at least as broad as specified for the underlying coverages and covering those insured in the underlying policies. Coverage shall be “pay on behalf,” with defense costs payable in addition to policy limits. PERMITTEE shall provide a “follow form” endorsement or schedule of underlying coverage satisfactory to the CITY indicating that such coverage is subject to the same terms and conditions as the underlying liability policy. f. Right to Self-Insure. PERMITTEE shall have the right and, by execution of this AGREEMENT and until PERMITTEE notifies CITY otherwise in writing, hereby elects to self-insure its risks under this AGREEMENT. PERMITTEE’s election to self-insure shall satisfy the requirements of this Section 12; provided, however, that PERMITEE shall be liable for all claims and damages which would otherwise have been insured against pursuant to this Section 12 with respect to the insurance types and limits specified herein as if third party policies were in effect.

13. Indemnity. PERMITTEE hereby agrees to defend, indemnify and hold CITY and its officials, officers, agents and employees free and harmless from and against any and all claims, demands, causes of action, costs, liabilities, expenses, losses, damages or injuries of any kind in law or equity, to persons or property, including wrongful death, in any manner arising out of or incident to any acts, omissions or willful misconduct of PERMITTEE, its partners, affiliates, agents, officials, officers or employees in performance of this AGREEMENT, use of the PUBLIC RIGHT-OF-WAY, or the construction, use, or operation of the IMPROVEMENTS. PERMITTEE shall further defend, indemnify and hold harmless the CITY and its officials, officers, agents and employees from all claims, demands, lawsuits, writs of mandamus, and other actions or proceedings (brought against the CITY or its departments, commissions, agents, officers, officials, or employees to challenge, attack seek to modify, set aside, void or annul any CITY decision made in connection with this AGREEMENT or PERMITTEE’S use of the PUBLIC RIGHT-OF-WAY. PERMITTEE shall defend, with counsel of CITY’S choosing and at PERMITTEE’S sole expense, any and all aforesaid suits, actions or proceedings, legal or affirmative, that may be brought or instituted against CITY, its officials, officers, agents or employees. PERMITTEE shall pay and satisfy any judgment, award or decree that may be rendered against CITY, its officials, officers, agents or employees with respect to the IMPROVEMENTS or PERMITTEES use of the PUBLIC RIGHT-OF-WAY pursuant to the terms of this AGREEMENT. PERMITTEE shall reimburse such parties for any and all legal expenses and costs incurred by one or all of them in connection with this AGREEMENT or the 341
indemnity herein provided. PERMITTEE’S obligation shall survive termination or expiration of this AGREEMENT, and shall not be restricted to insurance proceeds, if any, received by CITY or its officials, officers, agents or employees.

14. Covenant Running With Land. This AGREEMENT shall be deemed a covenant running with the real property comprising the PUBLIC RIGHT-OF-WAY. All of the covenants, obligations, and provisions of this AGREEMENT shall be binding upon and inure to the benefit of successors, legal representatives and assigns of the Parties. Every person who now or hereafter owns or acquires any right, title, or interest in and to any portion of the PUBLIC RIGHT-OF-WAY shall be conclusively deemed to have notice of this AGREEMENT, whether or not reference to this AGREEMENT is contained in the instrument by which such person acquires an interest in the PUBLIC RIGHT-OF-WAY. Therefore, each and every contract, deed or other instrument hereinafter executed, covering or conveying the PUBLIC RIGHT-OF-WAY shall conclusively be deemed to have been executed, delivered and accepted subject to this AGREEMENT.

15. Revocation. If any material breach of this AGREEMENT remains uncured by PERMITTEE for thirty (30) days following written notice by CITY (or such shorter period as emergency circumstances may require), CITY may revoke this AGREEMENT and associated encroachment permit by giving PERMITTEE thirty (30) days prior written notice of the CITY’S intention to revoke the AGREEMENT and associated encroachment permit.

16. Miscellaneous.
a. Amendments. The provisions of this AGREEMENT may be amended by mutual written consent of both Parties.
b. Notices. All notices permitted or required under this AGREEMENT shall be given to the respective Parties at the following address, or at such other address as the respective Parties may provide in writing for this purpose:

PERMITTEE: Union Pacific Railroad Company
1400 Douglas Street, Mail Stop 1690
Omaha, Nebraska 68179
Attn: Kris Anderson, Manager – Acquisitions
With a copy to:

Union Pacific Railroad Company
1400 Douglas Street, Mail Stop 1580
Omaha, Nebraska 68179
Attn: Colby Rinker – Counsel
CITY: City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Attn: City Manager
342
Such notice shall be deemed made when personally delivered or forty-eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the Party at its applicable address.

Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.
c. Entire Understanding. This AGREEMENT constitutes the entire understanding between the Parties, and supersedes all offers, negotiations and other agreements concerning the subject matter contained herein.
d. Invalidity. If any provision of this AGREEMENT is invalid or unenforceable with respect to any Party, the remainder of this AGREEMENT or the application of such provision to persons other than those as to whom it is held invalid or unenforceable, shall not be affected and each provision of this AGREEMENT shall be valid and enforceable to the fullest extent permitted by law.
e. Successors and Assigns. This AGREEMENT shall be binding on and inure to the benefit of the successors and permitted assignees of the respective Parties. f. No Third Party Beneficiaries. This AGREEMENT shall not be construed to create any third party beneficiaries. This AGREEMENT is for the sole benefit of the Parties, and their permitted successors, transferees, and assignees, and no other person or entity shall be entitled to rely upon or receive any benefit from this AGREEMENT or any of its terms. g. Consent to Jurisdiction and Venue. This AGREEMENT shall be construed in accordance with and governed by the laws of the State of California. Any legal action or proceeding brought to interpret or enforce this AGREEMENT, or which in any way arises out of the Parties’ activities undertaken pursuant to this AGREEMENT, shall be filed and prosecuted in the appropriate California State Court in the County of San Bernardino, California. Each Party waives the benefit of any provision of state or federal law providing for a change of venue to any other court or jurisdiction including, without limitation, a change of venue based on the fact that a governmental entity is a party to the action or proceeding, or that a federal right or question is involved or alleged to be involved in the action or proceeding. Without limiting the generality of the foregoing waiver, PERMITTEE expressly waives any right to have venue transferred pursuant to California Code of Civil Procedure Section 394.
h. Exhibits. All exhibits attached hereto form material parts of this AGREEMENT.

17. Possessory Interest. In accordance with Revenue and Taxation Code Section 107.6, this AGREEMENT may create a possessory interest subject to personal property taxation for which PERMITTEE shall be responsible.

18. Effective Date. The Parties hereby agree that the effective date of this AGREEMENT, and the effective date for all obligations of the Parties hereunder, shall be the date on which this AGREEMENT has been fully executed by both Parties. 343

SIGNATURE PAGE TO

ENCROACHMENT AGREEMENT

BETWEEN

CITY OF FONTANA

AND PERMITTEE
IN WITNESS WHEREOF, this AGREEMENT and the Encroachment Permit granted hereby have been duly issued by CITY on the date of execution last set forth below.

CITY OF FONTANA,
a California municipal corporation
By: ______________________________________
Name: ____________________________________
Its: _______________________________________
Date: ______________________________
PERMITTEE:

UNION PACIFIC RAILROAD COMPANY, a
Delaware corporation
By: ______________________________________
Name: ____________________________________
Its: _______________________________________
Date: ______________________________
344

EXHIBIT A & B

LEGAL DESCRIPTION AND MAP OF PUBLIC RIGHT-OF-WAY
[SEE ATTACHED]
345
346
347

EXHIBIT C

APPROVED FINAL DESIGN DRAWINGS AND PLANS FOR THE IMPROVEMENTS [SEE ATTACHED]
348
3487+00
3488+00
3489+00
3490+00
3491+00
3492+00
3493+00
3494+00
50'
50'
28'
ProposedAlhambraMainTrack1
ProposedAlhambraMainTrack2
ProposedTrack125
NorthLoopRoad
50'
North Loop Road

15.50' 18.00' 17.00' 15.00'

8.50'

3.00' C 2.87' C
NorthLoopRoad

FONTANA, CALIFORNIA
O
verpass
N
orth
Loop
R
oad
O
verpass
Etwi
anda
Ave
Track Structure
Green is Proposed Track and
NOTE: Everything Depicted in

5.6'

3.5'

33.5 9
'
.1'
90 UPRR A
'
ccessRoad
40'
N
001 001

TYPICAL SECTION FOR SECOND MAIN TRACK
Sta. 3491+50.00
R
oad
50 0 50

S C A L E I N F E E T
100
R
/W
R
/W

ETIWANDA AVE CONSTRUCTION EASEMENT EXHIBIT
G
DRAWN BY:
8/4/2022
of
CHECKED BY:

DATE:

SHEET NUMBER
LOCATION & DESCRIPTION:

SHEET TITLE:

Color table:K:\Bentley\WorkspaceV8i\projects\Clients\UPRR_Track\UPRR_Track_V8i\color\UPRR.tblF:\2019\0501-1000\019-0853\40-Design\Microstation\019-0853_RLTK\pentable\019-0853_RLTK.tblDefault 8/4/2022
F:\2019\0501-1000\019-0853\40-Design\Microstation\019-0853_RLTK\DGN\Sheets\00_Exhibits\Etiwanda Loop Exhibit.dgn Omaha, NE 68106-2810
2111 South 67th Street, Suite 200
FAX 402.341.5895 www.olsson.com
TEL 402.341.1116
AJZ
JRM
CONSTRUCT 2MT BON VIEW TO SOUTH FONTANA
ALHAMBRA SUBDIVISION MP 520.94 TO MP 530.54

ONTARIO, CALIFORNIA

UPRR ROW
Sta. 3490+88 to 3492+42
ROW Required (0.02 AC)
Bridge Pier

UPRR ROW
Subgrade Subgrade
6" Subballast
12" Ballast
6" Subballast
12" Ballast
20:1 Max. Slope
Walkway Ballast
Required R/W
Existing Pavement
CE 118495
See Structural Dwg
Construct Pier Protection
Track 125
Proposed
Main Track #1
Proposed
L
C LC
-2.0%
Cut Section
L
Proposed Main Track #2
Existing Main Track #1 /
CL
3:1

2.0%
L
349
FILE N
A
ME: pw://
HDR_US_National_01/4195/10337880/alh52744_oca.dgn
PLOTTED: 11/29/2022 12:26:21 PM
ALO
TMR
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA

GENERAL ARRANGEMENT

SECTION DESIGNATION

LETTER SERIES
SHEET NO. CUT ON SHEET NO. SHOWN ON
variances.
in compliance with the plans and indicating any construction as-built drawings confirming that the project was constructed to provide to the office of the Director Structures Design Contractor or UPRR Manager in charge of construction

POSTCONSTRUCTION COMPLIANCE

IN CHARGE OF CONSTRUCTION DATE

1 of 7
OVHD 527.44 & 527.45
SP ROUTE SYMBOL B, FORMER OVHD 527.33 AND 527.34
118496
DRAWN BY:

C E NUMBER
CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER: LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W

HDR-JWT
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
BY:
(ORIGINAL SIGNED BY)
DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(HOLD)
6'-9"
(HOLD)
7'-0"

GENERAL NOTES

CONSTRUCTION NOTES
3'-10" 2
8'-
0" 5
0'-
0"
15'-
6" M
I
N.

V
A
R
I
E
S
15'-
6" M
I
N.

V
A
R
I
E
S 18'-
0"
125100
65374 UP-DGW
05-26-22
11/29/22
/ /
/ /
/ /
5'-
6"
8'-10"
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

PROPOSED CONSTRUCTION SEQUENCE

NAME:GEORGE SARAH P.E. DATE
McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,
(
9'-
0" M
I
N.)
V
A
R
I
E
S
(
2'-
0" T
O
V
A
R
I
E
S

PROFESSIONAL
REG

ISTERED
ENGIN
E
ER

TATE OF
STA
A IFC
RNIA
O L
CIVIL
MARK C.HATC
EXP.06-30-23
H
C77971

PLAN - CONCRETE PIER PROTECTION
SCALE: 1"=15'
A
1 2
B
1 2
1 1
1 1
1 1
` LOOP ROAD ` ETIWANDA AVE.

A
B
U
T
M
E
N
T
#
5 ` E
X
I
S
T
I
N
G
B
E
N
T
#
4 ` E
X
I
S
T
I
N
G ` L
O
O
P
R
O
A
D
B
E
N
T
#
3 ` E
X
I
S
T
I
N
G
B
E
N
T
#
2 ` E
X
I
S
T
I
N
G
A
B
U
T
M
E
N
T
#1
` E
X
I
S
T
I
N
G
3490+00 3491+00
construction.
construction. Notify DigAlert, 1-800-227-2600, at least 48 hours prior to

13. Location of known utilities is approximate. Location shall be verified prior to 1-800-336-9193.
that all necessary relocations have been completed. The CBYD number is:
60 days) prior to proposed construction start date. Prior to construction, confirm

12. Contact the Union Pacific "Call Before You Dig" number 90 days (not less than

DIVISION OF RESPONSIBILITY
A. RAILROAD
Proposed Track 125.

1. Provide and install ballast, ties, rail and OTM for Proposed Track No. 1 and B. CONTRACTOR
of AVP Engineering Design prior to construction.

3. Modifications to the design drawings shall be approved by the Office Manager.
shown on the plans shall be reported immediately to UPRR Project and elevations. Any variations in dimensions or elevations from those field inspection of the site verifying all pertinent dimensions

2. Before ordering any material, the Contractor shall make a detailed

1. Coordinate all construction activities with the Railroad. relocation of, fiber optic cable, call 1-800-336-9193.
companies, agencies and/or authorities. For information on, and embankment and coordinate these activities with the appropriate utility of all utilities affected by the construction of the structure and

4. Verify the location, relocation, abandonment, and/or temporary support by the Railroad, required to complete the work.

Contractor shall be responsible for providing all material, not provided

7. Bill of material and schedule are provided for information only. approved by the Railroad.

Construction shall not begin until the construction plan has been activity, schedule and procedure for each aspect of the work.

6. Provide the Railroad with a detailed construction plan defining the

work.

5. Apply for and obtain all construction permits necessary to perform the construction plan.

15. Accomplish activities within the schedule specified in the approved shown on this sheet.

14. Accomplish all of the tasks described in the proposed construction sequence embankment.

Specifications. Perform grading as required to drain and match existing

13. Provide and place all fill and subballast material per UPRR Grading prior to beginning construction.
if proposed, shall be approved by the Office of AVP Engineering Design construction sequence on this sheet. An alternate construction sequence,

12. Perform the required construction in the order described in the proposed

11. Construct cast-in-place reinforced concrete pier protection. met, including the provisions on Plan No. 710000, Sheet No. 1. requirements in BNSF/UPRR Temporary Shoring Guidelines shall be AVP Engineering Design prior to beginning construction. The shoring and bracing must be approved by the Office of UPRR engineer registered in the state of California. All temporary and bracing shall be designed, signed and sealed by a professional for all temporary shoring and/or bracing. All temporary shoring the work. Provide the Railroad with details, design and procedure protect the existing track and bridge structure affected by

10. Provide all temporary shoring and/or bracing required to support and

9. Perform all work not performed by the Railroad.
slipping between the midrail and walking/working surface. protection shall be provided such as screens or mesh to prevent If conditions warrant, i.e. pedestrian traffic/weather, additional rails and midrails shall not extend past the posts or uprights. and lacerations and prevent snagging of clothing. The ends of top Guardrail system shall be surfaced to prevent injuries from punctures outward or downward direction at any point.
withstanding without failure, a force of 200 lbs. applied in any Entire guardrail system, including anchorages, shall be capable of intervals.

Metal or timber posts or uprights shall be spaced at maximum 10 foot walking/working surface and top rail.

At least one midrail shall be provided, evenly spaced between 3 inches above the walking/working surface.

The top edge height of the top rail shall be 42 inches plus or minus on Temporary Shoring shall include but not be limited to the following:

8. Provide temporary handrail system as directed by UPRR Manager. Guardrails

IN PLACE)

MORGAN GAS LINE (ABANDONED
EXISTING 20" DIA. KINDER
SEE DWG. CE #118495

PIER PROTECTION WALLS,
T/R ELEV. 990.87 (PROPOSED)
T/R ELEV. 990.58 (EXISTING)
STA. 3490+06.75 (FIELD VERIFY)
T/R ELEV. 991.17 (PROPOSED)
T/R ELEV. 990.93 (EXISTING)
STA. 3490+86.78 (FIELD VERIFY)

EXISTING COLUMN

EAST FACE OF
PIER PROTECTION #1 PIER PROTECTION #2

EXISTING COLUMN

EAST FACE OF
(TIMETABLE WEST)
& YUMA JCT.

TO K-MART
(TIMETABLE EAST)

RANCHO (COLTON)

TO KAISER &
87°56'14"
87°56'14"
R
I
G
H
T
PROFILE:

RIGHT-OF-WAY:

Approx. 28' left of ` Existing Mainline Track
Approx. 50' right of ` Existing Mainline Track
UPRR track plans (Ref. 1).

Top of rail profile of Existing Mainline and Proposed Switching Lead per

ELECTRIC

UPRR UNDERGROUND

UPRR ROW

EXISTING
ROW

PROPOSED UPRR

IN PLACE)

MORGAN GAS LINE (ABANDONED
EXISTING 16" DIA. KINDER
A
L
I
GN
M
E
N
T: T
AN
G
E
N
T
` P
R
O
P
O
S
E
D
T
RA
C
K
N
O. 2
` E
X
I
S
T
I
N
G
M
A
I
N
L
I
N
E
T
RA
C
K
=
A
L
I
GN
M
E
N
T: T
AN
G
E
N
T
` P
R
O
P
O
S
E
D
T
RA
C
K 12
5 A
L
I
GN
M
E
N
T: T
AN
G
E
N
T
` P
R
O
P
O
S
E
D
T
RA
C
K
N
O. 1

UPRR ROW

EXISTING
+-
+-
+-
+-
+-

5. Restore area to original condition or better.

Ref. 1, and as shown on Sheet No. 2.

4. Re-establish embankments to elevations shown on the UPRR track plans,

3. Construct pier protection.
to construct pier protection. Locate and protect 16" KM gas line.

2. Perform temporary excavation and/or construct temporary shoring as required

1. Existing track to remain in service.

BILL OF MATERIAL

REQ'D UNIT DESCRIPTION ORDERED BY
247 CU.YD. CONTRACTOR
SHEET NOS. 3 THRU 7)
PIER PROTECTION #2 (PER SPECIFICATIONS, SHEET NO. 4 AND DETAILS, 4000 PSI CONCRETE - 80.1 CU.YD. PIER PROTECTION NO. 1 AND 166.6 CU.YD. 1 LOT
SHEET NO. 4 AND SCHEDULE, SHEET NO. 3)
REINFORCING STEEL FOR PIER PROTECTION #1 (PER SPECIFICATIONS, 1 LOT
SHEET NO. 4 AND SCHEDULE, SHEET NO. 6)
REINFORCING STEEL FOR PIER PROTECTION #2 (PER SPECIFICATIONS, 1 LOT VOID FORM, MINIMUM COMPRESSION AFTER SATURATION = 95% 1 LOT MATERIAL FOR UTILITY LINE PROTECTION

DRAWING SCHEDULE

DESCRIPTION
1 T
H
I
S
S
E
T

GENERAL ARRANGEMENT
SHEET NO.
2 TYPICAL SECTIONS
3 4
5 6
7 CONCRETE PIER PROTECTION #1 DETAILS (SHEET 1 OF 2)
CONCRETE PIER PROTECTION #1 DETAILS (SHEET 2 OF 2)
CONCRETE PIER PROTECTION #2 DETAILS (SHEET 1 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS (SHEET 2 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS (SHEET 3 OF 3)
SHEET NO.

R
E
F.

NO. DWG. NO. DESCRIPTION
1 REV.NO.
- -
2 -
P035
OF
P014
C-503-11 1 -10
OVERHEAD, BRIDGE NO. 54C-93, 1963

SAN BERNARDINO COUNTY, WEST KAISER & SERVICE ROAD
DATED AUGUST 13, 2019
MP. 523.45 TO 532.38, CONSTRUCT SECOND MAINLINE,

SIERRA, CALIFORNIA, ALHAMBRA SUBDIVISION

TRACK PLAN AND TOP OF RAIL PROFILE, GUASTI TO
3 6518B - -
AS-BUILTS, DATED 2019
SLPP L.P., PIPELINE RELOCATION AND PROTECTION
+-

GAS LINE (PROTECT IN PLACE)

CALIFORNIA UNDERGROUND

EXISTING SOUTHERN
+-
3'-
6" )
+-

THIS SHEET)

IN PLACE)(SEE UTILITY NOTE,
GAS LINE w/36" CASING (PROTECT
EXISTING 16" DIA. KINDER MORGAN
VERIFY LOCATION PRIOR TO CONSTRUCTION.

AS-BUILTS (REF. 3). CONTRACTOR TO

AN APPROXIMATION ONLY BASED ON PIPELINE

LOCATION OF UTILITY LINES SHOWN IS
UTILITY NOTE:
(Ref. 2), subtract 1.61' from design elevations.

For elevations to relate to West Kaiser and Service Road Overhead As-Built plans at centerline of existing Etiwanda Ave. Overhead, Bridge No. 54C-93, Sta. 3490+86.78.

11. Elevation Datum : NAVD88 Top of Rail Elevation 990.93 on existing mainline track no. 54C-93, Sta.3490+86.78 at centerline of existing mainline track.

10. Rail Stationing is based on centerline of existing Etiwanda Ave. Overhead, Bridge

9. These drawings to be worked with UPRR Track Profile and Grading Plan (Ref. 1). construction of the proposed pier protection.

8. The existing mainline track and siding track are to remain in service during (909) 395-2025
Engineering Department
City of Ontario
Contact:

Contractor to contact City of Ontario to arrange for temporary closures if necessary. to remain in service during and after the construction of the pier protection.

7. The existing overheads at Etiwanda Ave. and Loop Road, Bridge No. 54C-93, are to a condition equal to or better than existing.
structure and replace the areas removed and disturbed in the course of construction

6. Contractor shall perform excavation as required for construction of the new

bridge plans and a survey performed by HDR Engineering, Inc. dated 06/28/06. information provided by UPRR including track plans, existing overhead proposed track, existing bridge and existing ground elevations is based on

5. All information shown on these plans regarding location of the existing and Seismic Design Criteria for a peak rock acceleration of 1.5g.

4. Seismic design forces for pier protection are in accordance with AREMA (API) package.

3. Construction means and methods shall comply with the All Permits Issued Foundations and Chapter 9 - Seismic Design for Railway Structures. accordance with the AREMA Manual, Chapter 8 - Concrete Structures and

2. The cast-in-place concrete pier protection has been designed in conflict between specifications, the more restrictive will apply.

Way Association (AREMA) Manual for Railway Engineering. In the event of and the most current American Railway Engineering and Maintenance-of- shall be accomplished as specified in Union Pacific Railroad Specifications

1. All work requirements shown on these drawings and not otherwise detailed (PROTECT IN PLACE)
ELEV. 949 +/-

KINDER MORGAN GAS LINE
EXISTING 20" DIA.
350

TYPICAL SECTIONS
9"
2'-6"
FILE N
A
ME: pw://
HDR_US_National_01/4195/10337880/alh52744_oca.dgn
PLOTTED: 11/29/2022 12:26:22 PM

ALO
TMR
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
2 of 7

118496
DRAWN BY:

C E NUMBER
CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER: LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W

HDR-JWT
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
BY:
(ORIGINAL SIGNED BY)
DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(HOLD)
1'-0"
(HOLD)
1'-0"
23'-4" 45'-0"
(
T
Y
P.)
V
A
R
I
E
S
(12'-
3" M
I
N.)
(
T
Y
P.)
V
A
R
I
E
S
(12'-
3" M
I
N.)
OVHD 527.44 & 527.45
2 3'-
5"
M
I
N. V
E
R
T
I
C
A
L
C
L
E
A
RAN
C
E
M
I
N. V
E
R
T
I
C
A
L
C
L
E
A
RAN
C
E
2 3'-
5"
125100
65374 UP-DGW
05-26-22
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME:GEORGE SARAH P.E. DATE
McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,
23'-4" 46'-0"
VARIES (9'-0" MIN.) 18'-0" VARIES (15'-6" MIN.) VARIES (15'-6" MIN.) (2'-0" TO 3'-6" )
VARIES
VARIES (9'-0" MIN.) 18'-0" VARIES (15'-6" MIN.) VARIES (15'-6" MIN.) (2'-0" TO 3'-6" )
VARIES

PROFESSIONAL
REG

ISTERED
ENGIN
E
ER

TATE OF
STA
A IFC
RNIA
O L
CIVIL
MARK C.HATC
EXP.06-30-23
H
C77971

SECTION A
SCALE: ‚"=1'-0" 1 2

SECTION B
SCALE: ‚"=1'-0" 1 2
1 1
1 1
1 ` EXISTING BENT #3
` EXISTING BENT #2

BASE OF EXISTING FOOTING
ELEV. 980.86
ELEV. 981.37

BASE OF FOOTING
ELEV. 980.86

BASE OF EXISTING FOOTING

TOP OF WALL
ELEV. 1003.12
` EXISTING BENT #3
` EXISTING BENT #2

BASE OF EXISTING FOOTING
ELEV. 982.36
ELEV. 982.84

BASE OF FOOTING
ELEV. 981.61

BASE OF EXISTING FOOTING

TOP OF WALL
ELEV. 1003.42
` PROPOSED TRACK NO. 1
` PROPOSED TRACK NO. 2
` EXISTING MAINLINE TRACK =
` PROPOSED TRACK NO. 1
` PROPOSED TRACK NO. 2
` EXISTING MAINLINE TRACK =
` PROPOSED TRACK 125
` PROPOSED TRACK 125
SEE DWG. CE #118495

PIER PROTECTION WALL,
+
- +
-

SUBBALLAST

BALLAST

VOID FORM

EXISTING COLUMN

FACE OF

NEAR FACE
PROTECTION #1
PIER
+
-
+
-
+
-

EXISTING COLUMN

FACE OF

NEAR FACE
PROTECTION #2
SEE DWG. CE #118495 PIER

PIER PROTECTION WALL,

SUBBALLAST

BALLAST
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
ELEV. 983.87

BASE OF WALL
ELEV. 985.34

BASE OF WALL

LOW CHORD

LOW CHORD
CASING

EDGE OF
+
CASING

EDGE OF
(ABANDONED IN PLACE)
T/PIPELINE ELEV. 982
STA. 3489+84

KINDER MORGAN GAS LINE
EXISTING 20" DIA.
(ABANDONED IN PLACE)
T/PIPELINE ELEV. 982
STA. 3489+84

KINDER MORGAN GAS LINE
EXISTING 20" DIA.
+
-
+

UTILITY NOTE, THIS SHEET)
(PROTECT IN PLACE)(SEE
ELEV. 978

T/PIPELINE
w/ 36" DIA. CASING

KINDER MORGAN GAS LINE
EXISTING 16" DIA.
+ +

UTILITY NOTE, THIS SHEET)
(PROTECT IN PLACE)(SEE
ELEV. 977

T/PIPELINE
w/ 36" DIA. CASING

KINDER MORGAN GAS LINE
EXISTING 16" DIA.

VERIFY LOCATION PRIOR TO CONSTRUCTION.

AS-BUILTS (REF. 3). CONTRACTOR TO

AN APPROXIMATION ONLY BASED ON PIPELINE

LOCATION OF UTILITY LINES SHOWN IS
UTILITY NOTE:
351
FILE N
A
ME: pw://
HDR_US_National_01/4195/10337880/alh52744_oca.dgn
PLOTTED: 11/29/2022 12:26:22 PM

ALO
PTL
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
3 of 7
21'-
9"
40'-6"
4'-6" 4'-6"
4'-6"
5'-9" 5'-0" 7'-0" 5'-0" 7'-0" 5'-0" 5'-9"
40'-6"
4'-6" 7'-6" 4'-6" 7'-6" 4'-6" 7'-6" 4'-6"
8'-3" 12'-0" 12'-0" 8'-3"
1'-
0"
2'-2'
2'-
0"
5"
1'-
3" 1'-
3"
6-C402b 8-C402b
5"
1'-
3"
1'-
9"
6'-8"
1'-
9"
4'-7"
1'-9"
3'-
0"
9'-
9"
1'-10"
2'-
2"
2'-
0"
6"
1'-11"

118496
DRAWN BY:

C E NUMBER
CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 1 OF 2)
CONCRETE PIER PROTECTION #1 DETAILS
BY:
(ORIGINAL SIGNED BY)
DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(TYP.)
4'-3"
(
T
Y
P.)
9"
(
T
Y
P.)
2" C
L
R.
(
T
Y
P.)
16'-
6"
(
T
Y
P.)
7'-
0" 2'-
6"
(
T
Y
P.)
7'-
0"
(HOLD)
6'-9"
(
T
Y
P.)
1'-
0" (
H
O
L
D
)
(TYP.)
3" GAP
(TYP.)
1'-0" GAP
(
T
Y
P.)
3" G
A
P
(
T
Y
P.)
8'-
3"
(
T
Y
P.)
8'-
3"
(TYP.)
2'-3"
(TYP.)
2'-3"
(
T
Y
P.)
2'-
6" 19'-
3"
CLR.
3"
C
L
R.
3"
C
L
R.
3"
(TYP.)
3" GAP
(TYP.)
2'-3"
(TYP.)
2'-3"
5-G1900 (EF) 8-D1810 (EF)
(TOP & BOT.)
6-D211b 8-C402b
6-G1900 (EF) 8-D1810 (EF) 6-G1900 (EF) 8-D1810 (EF)
(TOP & BOT.)
6-D211b
(TOP & BOT.)
6-D211b
5-G1900 (EF)
6-C402b
4•"
= 3'-9"
7•" 7 SPA. @ 1'-0" = 7'-0" 7•" 5 SPA. @ 9"
= 3'-9"
7•" 7 SPA. @ 1'-0" = 7'-0" 7•" 5 SPA. @ 9"
= 3'-9"
7•" 7 SPA. @ 1'-0" = 7'-0" 7•" 5 SPA. @ 9"
= 3'-9"
4•" 5 SPA. @ 9"
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22
2'-
6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME:GEORGE SARAH P.E. DATE
McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
REG

ISTERED
ENGIN
E
ER

TATE OF
STA
A IFC
RNIA
O L
CIVIL
MARK C.HATC
EXP.06-30-23
H
C77971
PLAN
CONCRETE PIER PROTECTION #1
SCALE: …"=1'-0"
(LOOKING AT NEAR FACE OF WALL)

ELEVATION
C
3 4
F
3 4
D
3 4
E
3 4
1 1
1 1
(TYP.)
I1600
R
E
I
N
F
O
R
C
I
N
G
F
O
O
T
I
N
G
C402b D606b
I1107b
C102b C209b
COLUMN
` EXISTING
COLUMN
` EXISTING
COLUMN
` EXISTING
` FOOTING
` FOOTING

BASE OF FOOTING
ELEV. 981.37

TOP OF WALL
ELEV. 1003.12
D211b
E604b E1002b
C211b
C300b
G1900
P
R
O
T
E
C
T
I
O
N
#1
` C
O
N
C
R
E
T
E
P
I
E
R
LAST TWO DIGITS ARE INCHES.

BAR LENGTHS ARE GIVEN IN FEET AND INCHES; THE
CORRESPONDING TO BAR SIZE #2 THROUGH #18.

ARE REPRESENTED BY THE LETTERS A THROUGH L
FOLLOWED BY THE LETTER "b" IF BENT. BAR SIZES

BAR DESIGNATIONS CONSIST OF BAR SIZE & LENGTH
NOTE:
(DIMENSIONS ARE OUT TO OUT)

BENDING DIAGRAM
E604b
(TYP.)
D211b
(TYP.)
C402b
(TYP.)
E1002b

EXISTING COLUMN

FACE OF
(TYP.)
FORM
VOID
E3706
E3806
E604b

FAR FACE (FF)
D606b (TYP.)

NEAR FACE (NF)
G1900
D606b (TYP.)
(TYP.)
(PLACE AS SHOWN)
C102b OR C211b
(TYP.)
D211b
C402b
(TYP.)

VOID FORM
C402b
C402b
(TYP.)
C209b
D400 (TYP.)
(TYP.)
C300b
BARS)
MATCH G1900
I1107b (TYP.

G1900
(TYP.)
D606b
E3806 (NF)

REINFORCING SCHEDULE
C
O
N
C
R
E
T
E
P
I
E
R
P
R
O
T
E
C
T
I
O
N
W
A
L
L
#1

MARK SIZE LENGTH SHAPE
34 C402b #4 4'-2"
32 C209b #4 2'-9"
80 C300b #4 3'-0"
24 #6 16'-0"
#5 4'-0"
16'-0"
C102b #4 1'-2"
C211b #4 2'-11"
81 81
36 D211b #5 2'-11"
40 D606b #5 6'-6"
60 D1810 #5 18'-10"
40 E604b #6 6'-4"
40 E1002b #6 10'-2"
20 E3706 #6 37'-6"
20 E3806 #6 38'-6"
46 G1900 #8 19'-0"
46 I1107b #10 11'-7"
24 136
E1600
I1600 #10
D400
TOTAL
EST. WT. OF REINFORCING STEEL = 12,795 LB.

HOOK
90° STD.

HOOK
135° STD.

HOOK
135° STD.
11•"R
(TYP.)
G1900
(TYP.)
D1810
(TYP.)

AS SHOWN)
D1810 (PLACE
G1900
NF = NEAR FACE
FF = FAR FACE
EF = EACH FACE

3. BOT. = BOTTOM
2'-0" EACH WAY.

AS SHOWN. THEY ARE SPACED AT APPROX.

2. C102b AND C211b TIES SHOULD BE PLACED
SHEET NO. 4.

STEEL NOTES AND VOID FORM NOTES, SEE

1. FOR CAST-IN-PLACE CONCRETE, REINFORCING
NOTES:

FAR FACE REINFORCING MATCHES NEAR FACE SPACING.

NEAR FACE REINFORCING SHOWN ONLY FOR CLARITY.

NOTE:
1'
-3"R
1'-3"
R
4'-6"
JOINT

CONSTRUCTION
(TYP.)
E1600
352
FILE N
A
ME: pw://
HDR_US_National_01/4195/10337880/alh52744_oca.dgn
PLOTTED: 11/29/2022 12:26:22 PM

ALO
PTL
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
4 of 7
16'-
6"
8'-
3" 8'-
3"
19'-
3" 2'-
6"
7'-0" 2'-6" 7'-0" 7'-0" 2'-6" 7'-0"
19'-
3" 2'-
6"
3" 9"
19'-
3"

118496
DRAWN BY:

C E NUMBER
CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 2 OF 2)
CONCRETE PIER PROTECTION #1 DETAILS
BY:
(ORIGINAL SIGNED BY)
DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(TYP.)
2" CLR.
(
T
Y
P.)
3" C
L
R.
(
T
Y
P.)
3" C
L
R.
(TYP.)
2" CLR.
3"
19 -
E
3 8
0 6
(
N
F
)
& 19
-
E
6 0
4 b
(
F
F
)
18 S
P
A. @ 1'-
0" = 18'-
0" 8" 4"
3"
19 -
E
3 8
0 6
(
N
F
), 19
-
E
3 7
0 6
(
M
I
D
)
& 19
-
E10
0 2
b
(
F
F
)
18 S
P
A. @ 1'-
0" = 18'-
0" 8" 4"
(TYP.)
2" CLR.
3"
19 -
E
3 8
0 6
(
N
F
)
& 19
-
E
3 7
0 6
(
F
F
)
18 S
P
A. @ 1'-
0" = 18'-
0" 8" 4"
C
L
R.
3"
4• "
17 -
D
4 0
0 (
T
O
P
&
B
O
T.)
16 E
Q
U
A
L
S
P
A
C
E
S
= 15'-
9" 4• "

VOID FORM NOTES

CAST-IN-PLACE CONCRETE NOTES
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22
2'-
6"
2'-
6"
2'-
6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME:GEORGE SARAH P.E. DATE
McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
REG

ISTERED
ENGIN
E
ER

TATE OF
STA
A IFC
RNIA
O L
CIVIL
MARK C.HATC
EXP.06-30-23
H
C77971

SECTION C
SCALE: …"=1'-0" 3 4

SECTION D
SCALE: …"=1'-0" 3 4

SECTION E
SCALE: …"=1'-0" 3 4

SECTION F
SCALE: …"=1'-0" 3 4
1 1 1
1 1
1 ` FOOTING
(TYP.)
D400
(TYP.)
D400
(TYP.)
E1002b
(TYP.)
E3806
(TYP.)
E3706
PROTECTION #1
` CONCRETE PIER
` EXISTING BENT
PROTECTION #1
` CONCRETE PIER
P
R
O
T
E
C
T
I
O
N
#1
` C
O
N
C
R
E
T
E
P
I
E
R
(TYP.)
C209b
I1600
(TYP.)
C300b
E1600
(NF)

NEAR FACE
E604b & E3806 BARS)
D606b (TYP., MATCH
G1900
(FF)

FAR FACE
I1107b
(TYP.)
90° HOOK ENDS AS SHOWN)
SHEET NO. 3, ALTERNATE
C211b (PLACE AS SHOWN ON
C402b
G1900
(NF)

NEAR FACE
(TYP.)
E1600
I1107b
(TYP.)
C209b
(TYP.)
I1600
(TYP.)
C300b
(FF)

FAR FACE
D211b

VOID FORM
HOOK ENDS AS SHOWN) (TYP.)
SHEET NO. 3, ALTERNATE 90°
C102b (PLACE AS SHOWN ON
(NF)

NEAR FACE
D211b
D400 (TYP.)

AROUND PERIMETER)
20-C300b (PLACE AS SHOWN

PROTECTION WALL

OUTLINE OF PIER

SHOWN IN INTERIOR)
8-C209b (PLACE AS
I1600 (BOT.)
E1600 (TOP) &

2. Minimum compression of saturated void form is 95%.
water.
pier protection wall, saturate void form with

1. Seven days after placement of concrete for
CONCRETE:

REINFORCING STEEL:

Engineering requirements.
otherwise noted shall meet current AREMA Manual for Railway is prohibited. Minimum concrete cover on reinforcing not securely wired against displacement. Tack welding of reinforcing

3. Reinforcing steel is to be blocked to proper location and are out to out of bar.

CRSI Manual of Standard Practice. Dimensions of bending details

2. Fabrication of reinforcing steel shall be per Chapter 7 of the ASTM A615 Specifications and meet Grade 60 requirements.

1. Reinforcing steel shall be deformed, new billet bars per current (FF)

FAR FACE
E604b
E3806
(TYP.)
E604b
(TYP.)
E3806
E1002
E3706
E3806
(TYP.)
E3706
(TYP.)
E3806
E3706
E3806
G1900 BARS (TYP.)
I1107b (LLV) MATCH
NF = NEAR FACE
MID = MIDDLE
LLV = LONG LEG VERTICAL
FF = FAR FACE

2. BOT. = BOTTOM
SEE SHEET NO. 3.

1. FOR REINFORCING STEEL SCHEDULE,
NOTES:
4'-6"
2'-3" 2'-3"
4•"
= 3'-9"
4•" 5 SPA. @ 9"
(TYP.)
3"CLR.
construction joints.

C309 Type 2 membrane. Curing membrane shall not be used on concrete in

9. Curing shall be accomplished by wet curing or application of an ASTM

8. Admixtures shall not be used without approval by the Railroad. be between 5% and 7% (by volume).
air-entraining admixture at the time of mixing. Air-entrainment shall

7. All concrete shall be air-entrained by addition of an approved sand.

Coarse aggregate shall be size no. 67. Fine aggregate shall be natural

6. Aggregates shall be graded in accordance with ASTM C33 specifications. accordance with ASTM C150 specifications.

5. Cement shall be Type I, Type II or Type III Portland Cement in weight) does not exceed 0.45.

4. Concrete shall be proportioned such that the water - cement ratio (by a smooth finish, free of all float or trowel marks.
edges of 90° or less are to be chamfered ƒ" x ƒ". Top surfaces to have smooth and uniform appearance without rubbing or plastering. Exposed

3. Exposed surfaces shall be formed in a manner which shall produce a

2. Minimum compressive strength at 28 days shall be 4000 psi. for Railway Engineering.
with Chapter 8: Concrete Structures and Foundations of the AREMA Manual

1. All concrete materials, placement and workmanship shall be in accordance JOINT

CONSTRUCTION
JOINT

CONSTRUCTION
D1810
353
FILE N
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ME: pw://
HDR_US_National_01/4195/10337880/alh52744_oca.dgn
PLOTTED: 11/29/2022 12:26:23 PM

ALO
PTL
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
5 of 7
81'-0"
4'-6" 7'-10" 7'-8"
7'-8"
81'-0"
2'-
6" 18'-1"
2 0'-
7"
6'-0" 5'-0" 11'-0" 5'-0" 11'-0" 5'-0" 11'-0" 5'-0"
8'-6" 16'-0" 16'-0" 16'-0"
1'-0" = 7'-0"
1'-
3" 1'-
3"
2'-3" 2'-3" 3'-11" 3'-11"
4'-6" 8'-0" 7'-10" 8'-4" 7'-8" 8'-4" 7'-8" 8'-4"
6-C402b
= 3'-9"
4•" 5 SPA. @ 9" 10•" 7 SPA. @ 1'-0" = 7'-0" 10" 9 EQ. SPA. = 7'-2" 1'-0" 7 SPA. @ 1'-0" = 7'-0" 1'-0" 9 EQ. SPA. = 7'-0" 1'-0" 7 SPA. @ 1'-0" = 7'-0" 1'-0" 9 EQ. SPA. = 7'-0" 1'-0" 7 SPA. @ 8-D1708 (EF)
3" CLR. D704

118496
DRAWN BY:

C E NUMBER
CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 1 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
BY: (ORIGINAL SIGNED BY)
117°31'27" W
DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(
T
Y
P.)
2" C
L
R.
(TYP.)
2'-9" LAP
(TYP.)
2'-9" LAP
(TYP.)
2'-9" LAP
(
T
Y
P.)
7'-
0" 2'-
6"
(
T
Y
P.)
7'-
0"
(TYP.)
7'-0"
(TYP.)
3'-10"
(TYP.)
3'-10"
(
T
Y
P.)
1'-
0" H
O
L
D
(
T
Y
P.)
9"
(TYP.)
6" GAP
(TYP.)
1'-0" GAP
(
T
Y
P.)
3" G
A
P
(TYP.)
4'-3"
5-G1710 (EF) 8-D1708 (EF)
(TOP & BOT.)
6-D211b
10-G1710 (EF)
12-C402b
8-D1708 (EF)
(TOP & BOT.)
6-D211b
10-G1710 (EF)
12-C402b
8-D1708 (EF)
(TOP & BOT.)
6-D211b
10-G1710 (EF)
12-C402b
(TOP & BOT.)
6-D211b
C
L
R.
3"
C
L
R.
3"
(TYP.)
3'-10"
(TYP.)
3'-10"
(TYP.)
6" GAP
2'-3" 2'-3" 3'-11" 3'-11"
(TYP.)
2'-9" LAP
(TYP.)
2'-9" LAP
(
T
Y
P.)
16'-
6"
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22
2'-
6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME:GEORGE SARAH P.E. DATE
McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
REG

ISTERED
ENGIN
E
ER

TATE OF
STA
A IFC
RNIA
O L
CIVIL
MARK C.HATC
EXP.06-30-23
H
C77971
CONCRETE PIER PROTECTION #2
SCALE: …"=1'-0"
(LOOKING AT NEAR FACE OF WALL)

ELEVATION
PLAN
K
5 7
M
5 7
L
5 7
G
5 7
H
5 7
J
5 7
1 1
1 ` FOOTING ` FOOTING ` FOOTING
COLUMN
` EXISTING
COLUMN
` EXISTING
COLUMN
` EXISTING

TOP OF WALL
ELEV. 1003.42

BASE OF FOOTING
ELEV. 982.84
` FOOTING ` FOOTING ` FOOTING
COLUMN
` EXISTING
P
R
O
T
E
C
T
I
O
N
#
2 ` C
O
N
C
R
E
T
E
P
I
E
R
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
N
O. 6
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
N
O. 6

EXISTING COLUMN

FACE OF
C402b (TYP.)
D606b E1306 (TYP.)
E607b
1'-3"R
E4000
(TYP.)

VOID FORM
(TYP.)
D211b
(TYP.)
E1402b
(FF)

FAR FACE
(NF)
E1703 NEAR FACE E2703
G1710
(TYP.)
D606b
(TYP.)
C300b
G1710 BARS)
(TYP. MATCH
H1000b
(TYP.)
C209b
D400
C402b
(TYP.)
D702
C402b
C402b
C402b
AS SHOWN) (TYP.)
C102b OR C211b (PLACE
E4000 (NF) E1703 (NF)
E4000 (NF)
E2703 (NF)
VOID FORM (TYP.)
G1710 (TYP.)
(TYP.)

AS SHOWN)
D1708 (PLACE
(TYP.)
D1708
FAR FACE REINFORCING MATCHES NEAR FACE SPACING.

NEAR FACE REINFORCING SHOWN ONLY FOR CLARITY.

NOTE:

NF = NEAR FACE
FF = FAR FACE
EF = EACH FACE

4. BOT. = BOTTOM
2'-0" EACH WAY.

AS SHOWN. THEY ARE SPACED APPROX. AT

3. C102b AND C211b TIES SHOULD BE PLACED
SHEET NO. 6.

2. FOR REINFORCING STEEL SCHEDULE, SEE
SHEET NO. 4.

STEEL NOTES AND VOID FORM NOTES, SEE

1. FOR CAST-IN-PLACE CONRETE, REINFORCING
NOTES:

JOINT

CONSTRUCTION
(TYP.)
E1600
(TYP.)
I1600
G1710
354
FILE N
A
ME: pw://
HDR_US_National_01/4195/10337880/alh52744_oca.dgn
PLOTTED: 11/29/2022 12:26:23 PM

ALO
PTL
DJK
ALO

AS NOTED
7'-10" 4'-6"
16'-0" 8'-6"
1'-0" = 7'-0"
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
6 of 7
8'-4" 7'-10" 8'-0" 4'-6"
81'-0"
5'-0" 11'-0" 5'-0" 6'-0"
1'-
3" 1'-
3"
81'-0"
2 0'-
7"
2'-
6" 18'-1"
7 SPA. @ 1'-0" 9 EQ. SPA. = 7'-2" 10" 7 SPA. @ 1'-0 = 7'-0" 10•" 5 SPA. @ 9" 4•" = 3'-9"
6-C402b
2'-3" 2'-3"
3'-11" 3'-11" 2'-3" 2'-3"
118496
DRAWN BY:

C E NUMBER
CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 2 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
BY:
(ORIGINAL SIGNED BY)
117°31'27" W
DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(TYP.)
2'-9" LAP
3'-11" 3'-11"
(TYP.)
6" GAP
8-D1708 (EF) 5-G1710 (EF)
(TOP & BOT.)
6-D211b
10-G1710 (EF)
12-C402b
8-D1708 (EF)
(TOP & BOT.)
6-D211b
(
T
Y
P.)
7'-
0" 2'-
6"
(
T
Y
P.)
7'-
0"
(
T
Y
P.)
16'-
6"
(TYP.)
4'-3"
LAP
2'-9"
1'-
0"
2'-2'
2'-
0"
5"
5"
1'-
3"
1'-
9"
1'-
9"
1'-9"
3'-
0"
8'-
2 1'-10"
2'-
2"
2'-
0"
6"
1'-11"
4'-10" 10'-8"
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO
2'-
6"

NAME:GEORGE SARAH P.E. DATE
McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
REG

ISTERED
ENGIN
E
ER

TATE OF
STA
A IFC
RNIA
O L
CIVIL
MARK C.HATC
EXP.06-30-23
H
C77971
CONCRETE PIER PROTECTION #2
SCALE: …"=1'-0"
(LOOKING AT NEAR FACE OF WALL)

ELEVATION
PLAN
1 1
1 1
G1710
COLUMN
` EXISTING
COLUMN
` EXISTING

TOP OF WALL
ELEV. 1003.42

BASE OF FOOTING
ELEV. 982.84
` FOOTING ` FOOTING
` FOOTING ` FOOTING
R
E
I
N
F
O
R
C
I
N
G
F
O
O
T
I
N
G
P
R
O
T
E
C
T
I
O
N
#
2 ` C
O
N
C
R
E
T
E
P
I
E
R
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
N
O. 5
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
N
O. 5
LAST TWO DIGITS ARE INCHES.

BAR LENGTHS ARE GIVEN IN FEET AND INCHES; THE
CORRESPONDING TO BAR SIZE #2 THROUGH #18.

ARE REPRESENTED BY THE LETTERS A THROUGH L
FOLLOWED BY THE LETTER "b" IF BENT. BAR SIZES

BAR DESIGNATIONS CONSIST OF BAR SIZE & LENGTH
NOTE:

C402b D606b
H1000b
C102b C209b
D211b
E607b E1402b
C211b
C300b
(DIMENSIONS ARE OUT TO OUT)

BENDING DIAGRAM
HOOK
90° STD.

HOOK
90° STD.

HOOK
135° STD.

HOOK
135° STD.
11•"R
EST. WT. OF REINFORCING STEEL = 24,090 LB.

MARK SIZE LENGTH SHAPE
70 C402b #4 4'-2"
64 C209b #4 2'-9"
C300b #4 3'-0"
52 #6 16'-0"
#5 4'-0"
10'-0"
C102b #4 1'-2"
C211b #4 2'-11"
60 D211b #5 2'-11"
38 D606b #5 6'-6"
D1708 #5
38 E607b #6 6'-7"
76 E1402b #6 14'-2"
E1306 #6 13'-6"
19 E1703 #6 17'-3"
G1710 #8
52 I1600 16'-0"
C
O
N
C
R
E
T
E
P
I
E
R
P
R
O
T
E
C
T
I
O
N
W
A
L
L
#
2 E1600
H1000b
D400
120
176
100 17'-8"
19 E2703 #6 27'-3"
102 17'-10"
19 E4000 #6 40'-0"
128
68 68 D702 #5 7'-2"
68 D704 #5 7'-4"
102 #9
95 TOTAL

REINFORCING SCHEDULE
(TYP.)

VOID FORM
E4000
C402b (TYP.)
E1402b
E1306 (TYP.)
E607b D606b
E1703
(TYP.)
D211b
G1710
(TYP.)
D606b
(TYP.)
(PLACE AS SHOWN)
C102b OR C211b
BARS)
MATCH G1710
H1000b (TYP.
(TYP.)
C300b
(TYP.)
C209b
D400
C402b
D704
C402b
(TYP.)

VOID FORM
E4000 (NF) E2703 (NF) E1703 (NF)
(TYP.)

AS SHOWN)
D1708 (PLACE
NF = NEAR FACE
FF = FAR FACE
EF = EACH FACE

3. BOT. = BOTTOM
2'-0" EACH WAY.

AS SHOWN. THEY ARE SPACED APPROX. AT

2. C102b AND C211b TIES SHOULD BE PLACED
SHEET NO. 4.

STEEL NOTES AND VOID FORM NOTES, SEE

1. FOR CAST-IN-PLACE CONRETE, REINFORCING
NOTES:

FAR FACE REINFORCING MATCHES NEAR FACE SPACING.

NEAR FACE REINFORCING SHOWN ONLY FOR CLARITY.

NOTE:
1'-3"R
G1710 (TYP.)
(TYP.)
E1600
(TYP.)
I1600
#10
JOINT

CONSTRUCTION
355
FILE N
A
ME: pw://
HDR_US_National_01/4195/10337880/alh52744_oca.dgn
PLOTTED: 11/29/2022 12:26:23 PM

ALO
PTL
DJK
ALO

AS NOTED
4'-6"
2'-3" 2'-3"
16'-
6"
8'-
3" 8'-
3"
18'-1" 2'-
6"
7'-0" 2'-6" 7'-0" 7'-0" 2'-6" 7'-0"
18'-1" 2'-
6"
3" 9"
18'-1"
7'-10"
3'-11" 3'-11"
16'-
6"
8'-
3" 8'-
3"
7 of 7
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
7'-8"
3'-10" 3'-10"
16'-
6"
8'-
3" 8'-
3"

118496
DRAWN BY:

C E NUMBER
CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 3 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W BY:
(ORIGINAL SIGNED BY)
DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
4•"
= 3'-9"
4•" 5 SPA. @ 9"
(TYP.)
2" CLR.
(
T
Y
P.)
3" C
L
R.
(
T
Y
P.)
3" C
L
R.
(TYP.)
2" CLR.
(TYP.)
2" CLR.

C
L
R.
3"
4• "
17 -
D
4 0
0 (
T
O
P
&
B
O
T.)
16 E
Q
U
A
L
S
P
A
C
E
S
= 15'-
9" 4• "
(TYP.)
3" CLR.
4• "
17 -
D
7 0
4 (
T
O
P
&
B
O
T.)
16 E
Q
U
A
L
S
P
A
C
E
S
= 15'-
9" 4• "
(TYP.)
3" CLR.
4• "
17 -
D
7 0
2 (
T
O
P
&
B
O
T.)
16 E
Q
U
A
L
S
P
A
C
E
S
= 15'-
9" 4• "
(TYP.)
3" CLR.
4•" 9 EQUAL SPACES = 7'-1" 4•"
3"
18 -
E
4 0
0 0
0 R
E
2 7
0 3
(
N
F
)
& 18
-
E
6 0
7 b
(
F
F
)
17 S
P
A. @ 1'-
0" = 17'-
0" 6" 4"
4" 6"
18 -
E
4 0
0 0
O
R
E
2 7
0 3
(
N
F
)
& 18
-
E14
0 2
b
(
F
F
)
17 S
P
A. @ 1'-
0" = 17'-
0" 3"
4•" 9 EQUAL SPACES = 6'-11" 4•"
3"
18 -
E
4 0
0 0
O
R
E
2 7
0 3
(
N
F
)
& 18
-
E13
0 6
b
(
F
F
)
17 S
P
A. @ 1'-
0" = 17'-
0" 6" 4"
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22

2'-
6"
2'-
6"
2'-
6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME:GEORGE SARAH P.E. DATE
McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
REG

ISTERED
ENGIN
E
ER

TATE OF
STA
A IFC
RNIA
O L
CIVIL
MARK C.HATC
EXP.06-30-23
H
C77971

SECTION G
SCALE: …"=1'-0" 5 7

SECTION H
SCALE: …"=1'-0" 5 7

SECTION J
SCALE: …"=1'-0" 5 7

SECTION K
SCALE: …"=1'-0" 5 7

SECTION L
SCALE: …"=1'-0" 5 7

SECTION M
SCALE: …"=1'-0" 5 7
1 1 1
1 1
1 1
1 ` FOOTING
(TYP.)
E4000
PROTECTION #2
` CONCRETE PIER
` EXISTING BENT
` FOOTING ` FOOTING
(TYP.)
E2703
(TYP.)
E2703
(TYP.)
E4000
PROTECTION #2
` CONCRETE PIER
P
R
O
T
E
C
T
I
O
N
#
2 ` C
O
N
C
R
E
T
E
P
I
E
R
P
R
O
T
E
C
T
I
O
N
#
2 ` C
O
N
C
R
E
T
E
P
I
E
R
P
R
O
T
E
C
T
I
O
N
#
2 ` C
O
N
C
R
E
T
E
P
I
E
R
(NF)

NEAR FACE
G1710
MATCH E601b BARS)
D606b (TYP.,
(FF)

FAR FACE
H1000b
E1600
(TYP.)
C209b
I1600
(TYP.)
C300b
G1710
C402b
90° HOOK ENDS AS SHOWN) (TYP.)
SHEET NO. 5 AND 6, ALTERNATE
C211b (PLACE AS SHOWN ON
(NF)

NEAR FACE
H1000b
(TYP.)
I1600 C209b
E1600
(TYP.)
C300b
(FF)

FAR FACE
(NF)

NEAR FACE
D211b
D211b
90° HOOK ENDS AS SHOWN) (TYP.)
SHEET NO. 5 AND 6, ALTERNATE
C102b (PLACE AS SHOWN ON

VOID FORM
(FF)

FAR FACE

PROTECTION WALL

OUTLINE OF PIER

SHOWN IN INTERIOR)
8-C209b (PLACE AS
I1600 (BOT.)
E1600 (TOP) &

AROUND PERIMETER)
20-C300b (PLACE AS SHOWN
D400 (TYP.)

PROTECTION WALL

OUTLINE OF PIER

SHOWN IN INTERIOR)
12-C209b (PLACE AS
I1600 (BOT.)
E1600 (TOP) &

AROUND PERIMETER)
22-C300b (PLACE AS SHOWN
D704 (TYP.)

PROTECTION WALL

OUTLINE OF PIER

SHOWN IN INTERIOR)
12-C209b (PLACE AS
I1600 (BOT.)
E1600 (TOP) &

AROUND PERIMETER)
22-C300b (PLACE AS SHOWN
D702 (TYP.)
E607b
E4000
(TYP.)
D400
(TYP.)
E607b
(TYP.)
E1402b
(TYP.)
E4000
(TYP.)
E2703
E1306 E4000
(TYP.)
E1306
E4000
E1402b (TYP.)
D704
G1710 BARS (TYP.)
H1000b (LLV) MATCH
G1710 BARS (TYP.)
H1000b (LLV) MATCH
G1710 BARS (TYP.)
H1000b (LLV) MATCH
NF = NEAR FACE
LLV = LONG LEG VERTICAL
FF = FAR FACE

3. BOT. = BOTTOM
SHEET NO. 6.

2. FOR REINFORCING STEEL SCHEDULE, SEE
SHEET NO. 4.

STEEL NOTES AND VOID FORM NOTES, SEE

1. FOR CAST-IN-PLACE CONCRETE, REINFORCING
NOTES:

JOINT

CONSTRUCTION JOINT

CONSTRUCTION
D1708
356

FILE N
A
ME: pw://
HDR_US_National_01/4195/10337880/alh52744_oca.dgn
PLOTTED: 11/29/2022 12:26:23 PM
ALO
TMR
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA

GENERAL ARRANGEMENT

SECTION DESIGNATION

LETTER SERIES
SHEET NO. CUT ON SHEET NO. SHOWN ON
1 of 8
SP ROUTE SYMBOL B, FORMER OVHD 527.33 AND 527.34
118495
DRAWN BY:

C E NUMBER
CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:
(EXISTING BENT #3)

CONCRETE PIER PROTECTION

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
BY:
(ORIGINAL SIGNED BY)
117°31'27" W
DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(HOLD)
6'-9"
(HOLD)
7'-0"

CONSTRUCTION NOTES

GENERAL NOTES

PROPOSED CONSTRUCTION SEQUENCE
OVHD 527.44 & 527.45
3'-10" 2
8'-
0" 5
0'-
0"
15'-
6" M
I
N.

V
A
R
I
E
S
15'-
6" M
I
N.

V
A
R
I
E
S 18'-
0"
9'-
0" M
I
N.

V
A
R
I
E
S
125100
65374 UP-DGW
05-26-22
8'-10"
5'-
6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-8

UPDATED FOR CITY OF ONTARIO

NAME:GEORGE SARAH P.E. DATE
McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,
(
2'-
0" T
O
V
A
R
I
E
S

PROFESSIONAL
REG

ISTERED
ENGIN
E
ER

TATE OF
STA
A IFC
RNIA
O L
CIVIL
MARK C.HATC
EXP.06-30-23
H
C77971

PLAN - CONCRETE PIER PROTECTION
SCALE: 1"=15'
A
1 2
B
1 2
1 1
1 1
1 ` LOOP ROAD ` ETIWANDA AVE.

A
B
U
T
M
E
N
T
#
5 ` E
X
I
S
T
I
N
G
B
E
N
T
#
4 ` E
X
I
S
T
I
N
G ` L
O
O
P
R
O
A
D
B
E
N
T
#
3 ` E
X
I
S
T
I
N
G
B
E
N
T
#
2 ` E
X
I
S
T
I
N
G
A
B
U
T
M
E
N
T
#1
` E
X
I
S
T
I
N
G
3490+00 3491+00
PROFILE:

RIGHT-OF-WAY:

Approx. 28' left of ` Existing Mainline Track
Approx. 50' right of ` Existing Mainline Track
UPRR track plans (Ref. 1).

Top of rail profile of Existing Mainline and Proposed Switching Lead per construction plan.