Agenda packet — Lincoln City Council, March 10, 2026 (part 2 of 4)

Water Master Plan Update
January 2026
Table 8-19. Future System Evaluation Results Summary
Phase Average Day Demand Results Maximum Day Demand Results Maximum Day Demand Plus Fire Flow Results Recommended Performance Evaluation Improvements 5-Year • Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 80 - greater than 100 psi. • Some locations in the east, northeast, and Village 1
(i.e., Turkey Creek and Stardust) range from 40 – 80 psi due to high elevations.
• Pressures below 40 psi occur adjacent to major system facilities where the associated pipelines do not have
service connections.
• Velocity exceedance (8 fps) in existing 8-inch diameter pipe at intersection of 1st Street and Joiner Ranch.
• No wells operating.
• Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 60 to 100 psi.
• Some locations in the east and Village 1 (i.e., Turkey Creek and Stardust) range from 40 - 60 psi due to
high elevations.
• Pressures below 40 psi occur adjacent to major system facilities where the associated pipelines do not have
service connections.
• Velocity exceedance (20 fps) in existing 8-inch diameter pipe at intersection of 1st Street and Joiner Ranch.
• 3 wells operating (1 well operating full-time and 2 wells during peak hour).
• Most existing tested locations meet the required
fire flow.
• Existing tested locations in the model that do not meet the required fire flow are existing known deficiencies
(i.e., areas with larger fire flow requirements which
require multiple hydrants [i.e., 3,000 and 4,000 gpm]
and/or located at small diameter [(i.e., 6-inch)] dead-end distribution pipelines).
• All tested future development locations meet the
required fire flow.
• No recommended improvements for normal operations.
• Known existing fire flow deficiencies not located on
dead-end pipelines will be addressed with the R&R
Program described in Chapter 9.
• No recommended improvements for other existing fire
flow deficiencies.
10-Year • Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 80 to greater than
100 psi similar to 5-Year Phase.
• Some locations in the east, northeast, and Village 1 range from 40 - 80 psi due to high elevations.
• -Pressures improve and range from 80 - 100 psi in
Stardust of Village 1 due to being served by the new
450 Zone.
• Pressures below 40 psi occur at the same locations as the 5-Year Phase, adjacent to major system facilities where the associated pipelines do not have service connections. • No velocity exceedances in distribution system pipelines. • No wells operating.
• Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 60 to 100 psi with an
increase in areas with 80 to 100 psi to the north
compared to the 5-Year Phase.
• Some locations served in the east and Village 1 range from 40 - 60 psi due to high elevations.
• Pressures improve and range from 80 - 100 psi in
Stardust of Village 1 due to being served by the new
450 Zone.
• Pressures below 40 psi occur at the same locations as the 5-Year Phase, adjacent to major system facilities where the associated pipelines do not have service connections. • No velocity exceedances in distribution system pipelines. • 3 wells operating (1 well operating full-time and 2 wells during peak hour).
• Most existing tested locations meet the required
fire flow.
• One existing deficient fire flow location is alleviated by the R&R Program.
• Existing tested locations in the model that do not meet the required fire flow are existing known deficiencies
(i.e., areas with larger fire flow requirements which
require multiple hydrants [i.e., 3,000 and 4,000 gpm]
and/or located at small diameter [(i.e., 6-inch)] dead-end distribution pipelines).
• All tested future development locations meet the
required fire flow.
• No recommended improvements for normal operations.
• No recommended improvements for existing fire
flow deficiencies.
15-Year • Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 80 to greater than
100 psi with a slight decrease in pressures to the west compared to the 10-Year Phase.
• Pressures ranging from 40 to 80 psi are at the same
locations as the 10-Year Phase due to high elevations.
• Pressures below 40 psi occur at the same locations as the 10-Year Phase, adjacent to major system facilities where the associated pipelines do not have service connections. • No velocity exceedances in distribution system pipelines. • No wells operating.
• Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 60 to 100 psi with a slight decrease in pressures to the north compared to the
10-Year Phase.
• Pressures ranging from 40 to 80 psi are at the same
locations as the 10-Year Phase due to high elevations.
• Pressures below 40 psi occur at the same locations as the 10-Year Phase, adjacent to major system facilities where the associated pipelines do not have service connections. • No velocity exceedances in distribution system pipelines. • 6 wells operating (3 wells operating full-time and 3 wells during peak hour).
• Most existing tested locations meet the required
fire flow.
• Existing tested locations in the model that do not meet the required fire flow are existing known deficiencies
(i.e., areas with larger fire flow requirements which
require multiple hydrants [i.e., 3,000 and 4,000 gpm]
and/or located at small diameter [(i.e., 6-inch)] dead-end distribution pipelines).
• All tested future development locations meet the
required fire flow.
• No recommended improvements for normal operations.
• No recommended improvements for existing fire
flow deficiencies.
20-Year • Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 80 to 100 psi with a
slight decrease in pressures to the west compared to the 15-Year Phase.
• Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 60 to 100 psi with a slight decrease in pressures to the north compared to the
15-Year Phase.
• Most existing tested locations meet the required
fire flow.
• Existing tested locations in the model that do not meet the required fire flow are existing known deficiencies
(i.e., areas with larger fire flow requirements which
• No recommended improvements for normal operations.
• No recommended improvements for existing fire
flow deficiencies.
412
N-206-60-24-56-WP-R-T-T8-19

Page 2 of 2 ends

Buildout • Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 80 to 100 psi with a
slight decrease in pressures to the west compared to the 20-Year Phase.
• Pressures ranging from 40 to 80 psi are at the same
locations as the 20-Year Phase due to high elevations.
• Pressures below 40 psi occur at the same locations as the 20-Year Phase, adjacent to major system facilities where the associated pipelines do not have service connections. • No velocity exceedances in distribution system pipelines. • No wells operating.
• Meets pressure criteria at most customer
service locations.
• Majority of system ranges from 60 to 80 psi which is an overall decrease in pressures compared to the
20-Year Phase.
• Pressures ranging from 40 to 80 psi are at the same
locations as the 20-Year Phase with additional locations in the east and northeast due to high elevations.
• Pressures below 40 psi occur at the same locations as the 20-Year Phase, with additional locations located at high elevations and/or end of dead-end pipes.
• Borderline velocity exceedances in transmission mains near storage tanks and pressure reducing stations
(7 to 8 fps).
• 24 wells operating (20 wells operating full-time and 4 wells during peak hour).
• Most existing tested locations meet the required
fire flow.
• Existing deficiencies in the north by Village 2 are resolved. • Existing tested locations in the model that do not meet the required fire flow are existing known deficiencies
(i.e., areas with larger fire flow requirements which
require multiple hydrants [i.e., 3,000 and 4,000 gpm]
and/or located at small diameter [(i.e., 6-inch)] dead-end distribution pipelines).
• All tested future development locations meet the
required fire flow.
• No recommended improvements for normal operations
since velocity exceedances are borderline.
• Four new wells to meet peak demands during
maximum day.
• No recommended improvements for existing fire
flow deficiencies.
413
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Conspiracy
Point Tank
3 MG Tank
Verdera
Tank #3
V5 Tank #1
Notes:

1. Velocities in majority of the distribution
system are less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-2
Minimum Pressure at
Average Day Demand
5-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-2_ADD_5YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 414
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B
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V
D
Conspiracy
Point Tank
3 MG Tank Verdera
Tank #3
V5 Tank #1
Notes:

1. Velocities in the distribution system are
less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-3
Minimum Pressure at
Average Day Demand
10-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-3_ADD_10YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 415
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Conspiracy
Point Tank
3 MG Tank Verdera
Tank #3
V5 Tank #1
V5 Tank #2
Notes:

1. Velocities in the distribution system are
less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-4
Minimum Pressure at
Average Day Demand
15-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-4_ADD_15YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 416
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Conspiracy
Point Tank
3 MG Tank Verdera
Tank #3
V5 Tank #1
V5 Tank #2
Notes:

1. Velocities in the distribution system are
less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-5
Minimum Pressure at
Average Day Demand
20-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-5_ADD_20YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 417
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Conspiracy
Point Tank
3 MG Tank
Verdera
Tank #3
V5 Tank #1
Airport
Tank
V5 Tank #2
V2 Tank
Notes:

1. Velocities in the distribution system are
less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-6
Minimum Pressure at
Average Day Demand
Buildout Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-6_ADD_BO: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 418
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L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG Tank
Verdera
Tank #3
V5 Tank #1
Notes:

1. Velocities in majority of the distribution
system are less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-7
Minimum Pressure at
Maximum Day Demand
5-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-7_MDD_5YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 419
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L I N C O L N

B L V D

S D O W D R D N D O W D R D

E C A T L E T T R D

L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG Tank Verdera
Tank #3
V5 Tank #1
Notes:

1. Velocities in the distribution system are
less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-8
Minimum Pressure at
Maximum Day Demand
10-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-8_MDD_10YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 420
TU
TU
TU TU
TU
XW
XW
XW
XW
XW
XW
XW

XWXW XW
XW
XW
XW
XW
")
")
")
") ")
")
")
")
")
")
")
[PS ±
[PS ±
[2P!!S ±
2!!
¬«65
¬«193

N I C O L A U S R D
D E L
W
E
B
B
B
L
V
D
E
J
O
I
N E R
P
K
W
Y

T W E L V
E
B
R
I
D
G
E
S
D R

N E L S O N L N
M
C
C
O
U
R
T
N
E
Y
R
D

J O I N
E
R
P KW
Y
G
L
A
D
D
I
N
G
R
D

V E N T U R E D R

M O O R E R D

W I S E R D
W
I
L
D
C
A
T
B
L V
D

F I D D Y M E N T R D

V I R G I N I A T O W N R D
S
I
E
R
R
A
C
O
L
L
E
G
E
B
L
V
D

A T H E N S A V E
P A
R
K
D
R

S H E R I D A N

L I N C O L N

B L V D

S D O W D R D

N D O W D R D

E C A T L E T T R D

L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG Tank Verdera
Tank #3
V5 Tank #1
V5 Tank #2
Notes:

1. Velocities in the distribution system are
less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-9
Minimum Pressure at
Maximum Day Demand
15-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-9_MDD_15YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 421
TU
TU
TU TU
TU
XW
XW
XW
XW
XW
XW
XW

XWXW XW
XW
XW
XW
XW
")
")
")
") ")
")
")
")
")
")
")
")
[PS ±
[PS ±
[2P!!S ±
2!!
¬«65
¬«193

N I C O L A U S R D
D E L
W
E
B
B
B
L
V
D
E
J
O
I
N E R
P
K
W
Y

T W E L V
E
B
R
I
D
G
E
S
D R

N E L S O N L N
M
C
C
O
U
R
T
N
E
Y
R
D

J O I N
E
R
P KW
Y
G
L
A
D
D
I
N
G
R
D

V E N T U R E D R

M O O R E R D

W I S E R D
W
I
L
D
C
A
T
B
L V
D

F I D D Y M E N T R D

V I R G I N I A T O W N R D
S
I
E
R
R
A
C
O
L
L
E
G
E
B
L
V
D

A T H E N S A V E
P A
R
K
D
R

S H E R I D A N

L I N C O L N

B L V D

S D O W D R D

N D O W D R D

E C A T L E T T R D

L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG Tank Verdera
Tank #3
V5 Tank #1
V5 Tank #2
Notes:

1. Velocities in the distribution system are
less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-10
Minimum Pressure at
Maximum Day Demand
20-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-10_MDD_20YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 422
TU
TU
TU TU
TU
TU
TU
TU
XW
XW
XW
XW
XW
XW
XW

XWXW XW
XW
XW
XW
XW
")
")
")
") ")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
[PS ±
[PS ±
[2P!!S ±
2!!
¬«65
¬«193

N I C O L A U S R D
D E L
W
E
B
B
B
L
V
D
E
J
O
I
N E R
P
K
W
Y

T W E L V
E
B
R
I
D
G
E
S
D R

N E L S O N L N
M
C
C
O
U
R
T
N
E
Y
R
D

J O I N
E
R
P KW
Y
G
L
A
D
D I N
G
R D

V E N T U R E D R

M O O R E R D

W I S E R D
W
I
L
D
C
A
T
B
L V
D

F I D D Y M E N T R D

V I R G I N I A T O W N R D
S
I
E
R
R
A
C
O
L
L
E
G
E
B
L
V
D

A T H E N S A V E
P A
R
K
D
R
S
H
E
R I D
A
N

L I N C O L N

B L V D

S D O W D R D

N D O W D R D

E C A T L E T T R D

L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG Tank
Verdera
Tank #3
V5 Tank #1
Airport
Tank
V5 Tank #2
V2 Tank
Notes:

1. Velocities in the most of the system
are less than 7 feet per second.

Minimum System Pressure
Less than 40 psi
40 - 60 psi
60 - 80 psi
80 - 100 psi
Greater than 100 psi
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Catta Verdera Pump
Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-11
Minimum Pressure at
Maximum Day Demand
Buildout Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-11_MDD_BO: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 423
TU
TU
TU TU
TU
TU
TU
TU
XW
XW
XW
XW
XW
XW
XW

XWXW XW
XW
XW
XW
XW
")
")
")
") ")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
[PS ±
[PS ±
[2P!!S ±
2!!
¬«65
¬«193

N I C O L A U S R D

D E L W E B B B L V D E A S T A V E
E
J
O I N
E
R
P
K
W
Y

T W E L V E B R I D
G
E
S
D
R

N E L S O N L N
W
H I T
N
E
Y
O
A
K S
D
R
M
C
C
O
U
R
T
N
E
Y
R
D
J
O I N
E
R

P K W Y
G
L
A
D
D
I
N
G
R
D

V E N T U R E D R

M O O R E R D

W I S E R D
W
I
L
D
C
A
T
B
L V
D

F I D D Y M E N T R D

V I R G I N I A T O W N R D
S
I
E
R
R
A
C
O
L
L
E
G
E
B
L
V
D

A T H E N S A V E
P A
R
K
D
R

S H E R I D A N

L I N C O L N

B L V D

S D O W D R D N D O W D R D

E C A T L E T T R D
L
I
N
C
O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG
Tank
Verdera
Tank #3
V5 Tank #1
Airport Tank
V5 Tank #2
V2 Tank
Notes:

1. Maximum velocities exceeding the
velocity criterion range from 7 to 8
feet per second.

Maximum Velocity
Less than or equal to 7
fps
Greater than 7 fps
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-12
Maximum Velocities at
Maximum Day Demand
Buildout Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-12_VEL_BO: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 424
TU
TU
TU TU
XW
XW
XW

XWXW XW
XW
XW
XW
XW
")
")
")
") ")
")
")
[PS ±
[PS ±
[2P!!S ±
2!!
¬«65
¬«193

N I C O L A U S R D
D E L
W
E
B
B
B
L
V
D

E A S T A V E
E
J
O
I
N E R
P
K
W
Y

T W E L V E
B
R
I
D
G
E
S
D R

N E L S O N L N
M
C
C
O
U
R
T
N
E
Y
R
D

J O I N
E
R
P KW
Y
G
L
A
D
D
I
N
G
R
D

V E N T U R E D R

M O O R E R D

W I S E R D
W
I
L
D
C
A
T
B
L V
D

F I D D Y M E N T R D

V I R G I N I A T O W N R D
S
I
E
R
R
A
C
O
L
L
E
G
E
B
L
V
D

A T H E N S A V E
P A
R
K
D
R

S H E R I D A N

L I N C O L N

B L V D

S D O W D R D N D O W D R D

E C A T L E T T R D

L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG
Tank
Verdera
Tank #3
V5 Tank #1
Notes:

1. The available flow at each junction is
the maximum flow available while
maintaining 20 psi residual system
pressure and a maximum velocity
of 10 fps in future pipelines.

2. Available fire flow is what is available in
the distribution system, and does not
take into account losses through
hydrant assemblies and laterals.

3. Tested locations that do not meet
recommended fire flow criteria are
areas with larger fire flow requirements
and/or located at small diameter
dead-end pipelines.

Percent of Available Fire Flow
≥ 100% of Criteria
75 - 100% of Criteria
50 - 75% of Criteria
< 50% of Criteria
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-13
Percent of Fire Flow
Requirement Available
5-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-13_FF_5YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 425
TU
TU
TU TU
XW
XW
XW
XW
XW
XW
XW

XWXW XW
XW
XW
XW
XW
")
")
")
") ")
")
")
")
")
[PS ±
[PS ±
[2P!!S ±
2!!
¬«65
¬«193

N I C O L A U S R D
D E L
W
E
B
B
B
L
V
D

E A S T A V E
E
J
O
I
N E R
P
K
W
Y

T W E L V E
B
R
I
D
G
E
S
D R

N E L S O N L N
M
C
C
O
U
R
T
N
E
Y
R
D

J O I N
E
R
P KW
Y
G
L
A
D
D
I
N
G
R
D

V E N T U R E D R

M O O R E R D

W I S E R D
W
I
L
D
C
A
T
B
L V
D

F I D D Y M E N T R D

V I R G I N I A T O W N R D
S
I
E
R
R
A
C
O
L
L
E
G
E
B
L
V
D

A T H E N S A V E
P A
R
K
D
R

S H E R I D A N

L I N C O L N

B L V D

S D O W D R D N D O W D R D

E C A T L E T T R D

L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG Tank
Verdera
Tank #3
V5 Tank #1
Percent of Available Fire Flow
≥ 100% of Criteria
75 - 100% of Criteria
50 - 75% of Criteria
< 50% of Criteria
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-14
Percent of Fire Flow
Requirement Available
10-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-14_FF_10YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 Notes:

1. The available flow at each junction is
the maximum flow available while
maintaining 20 psi residual system
pressure and a maximum velocity
of 10 fps in future pipelines.

2. Available fire flow is what is available in
the distribution system, and does not
take into account losses through
hydrant assemblies and laterals.

3. Tested locations that do not meet
recommended fire flow criteria are
areas with larger fire flow requirements
and/or located at small diameter
dead-end pipelines.
426
TU
TU
TU TU
TU
XW
XW
XW
XW
XW
XW
XW

XWXW XW
XW
XW
XW
XW
")
")
")
") ")
")
")
")
")
")
")
[PS ±
[PS ±
[2P!!S ±
2!!
¬«65
¬«193

N I C O L A U S R D
D E L
W
E
B
B
B
L
V
D

E A S T A V E
E
J
O
I
N E R
P
K
W
Y

T W E L V E
B
R
I
D
G
E
S
D R

N E L S O N L N
M
C
C
O
U
R
T
N
E
Y
R
D

J O I N
E
R
P KW
Y
G
L
A
D
D
I
N
G
R
D

V E N T U R E D R

M O O R E R D

W I S E R D
W
I
L
D
C
A
T
B
L V
D

F I D D Y M E N T R D

V I R G I N I A T O W N R D
S
I
E
R
R
A
C
O
L
L
E
G
E
B
L
V
D

A T H E N S A V E
P A
R
K
D
R

S H E R I D A N

L I N C O L N

B L V D

S D O W D R D

N D O W D R D

E C A T L E T T R D

L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG Tank
Verdera
Tank #3
V5 Tank #1
V5 Tank #2
Percent of Available Fire Flow
≥ 100% of Criteria
75 - 100% of Criteria
50 - 75% of Criteria
< 50% of Criteria
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-15
Percent of Fire Flow
Requirement Available
15-Year Water System
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-15_FF_15YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 Notes:

1. The available flow at each junction is
the maximum flow available while
maintaining 20 psi residual system
pressure and a maximum velocity
of 10 fps in future pipelines.

2. Available fire flow is what is available in
the distribution system, and does not
take into account losses through
hydrant assemblies and laterals.

3. Tested locations that do not meet
recommended fire flow criteria are
areas with larger fire flow requirements
and/or located at small diameter
dead-end pipelines.
427
TU
TU
TU TU
TU
XW
XW
XW
XW
XW
XW
XW

XWXW XW
XW
XW
XW
XW
")
")
")
") ")
")
")
")
")
")
")
")
[PS ±
[PS ±
[2P!!S ±
2!!
¬«65
¬«193

N I C O L A U S R D
D E L
W
E
B
B
B
L
V
D

E A S T A V E
E
J
O
I
N E R
P
K
W
Y

T W E L V E
B
R
I
D
G
E
S
D R

N E L S O N L N
M
C
C
O
U
R
T
N
E
Y
R
D

J O I N
E
R
P KW
Y
G
L
A
D
D
I
N
G
R
D

V E N T U R E D R

M O O R E R D

W I S E R D
W
I
L
D
C
A
T
B
L V
D

F I D D Y M E N T R D

V I R G I N I A T O W N R D
S
I
E
R
R
A
C
O
L
L
E
G
E
B
L
V
D

A T H E N S A V E
P A
R
K
D
R

S H E R I D A N

L I N C O L N

B L V D

S D O W D R D

N D O W D R D

E C A T L E T T R D

L I N C O
L
N
B
L
V
D
Conspiracy
Point Tank
3 MG Tank
Verdera
Tank #3
V5 Tank #1
V5 Tank #2
Percent of Available Fire Flow
≥ 100% of Criteria
75 - 100% of Criteria
50 - 75% of Criteria
< 50% of Criteria
System Facilites
2!!
Placer County Water
Agency Metering Station
") Groundwater Well
[PS ±
Pump Station
XW
Pressure Regulating
Station
TU Storage Tank
Distribution Pipeline
(<18-inch)
Transmission Pipeline
(≥18-inch)
Boundaries
375 Zone
375 Zone West
450 Zone
475 Zone
575 Zone
610 Zone
650 Zone
750 Zone
775 Zone
Existing City Limit
City Sphere of Influence
Figure 8-16
Percent of Fire Flow
Requirement Available
20-Year Water System
0 3,750 7,500
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N City of Lincoln
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Fig8-16_FF_20YR: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 Notes:

1. The available flow at each junction is
the maximum flow available while
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pressure and a maximum velocity
of 10 fps in future pipelines.

2. Available fire flow is what is available in
the distribution system, and does not
take into account losses through
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3. Tested locations that do not meet
recommended fire flow criteria are
areas with larger fire flow requirements
and/or located at small diameter
dead-end pipelines.
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Existing City Limit
City Sphere of Influence
Figure 8-17
Percent of Fire Flow
Requirement Available
Buildout Water System
0 3,750 7,500
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N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig8-17_FF_BO: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch8_Lincoln_WMPU.aprx - ayan - 1/7/2026 Notes:

1. The available flow at each junction is
the maximum flow available while
maintaining 20 psi residual system
pressure and a maximum velocity
of 10 fps in future pipelines.

2. Available fire flow is what is available in
the distribution system, and does not
take into account losses through
hydrant assemblies and laterals.

3. Tested locations that do not meet
recommended fire flow criteria are
areas with larger fire flow requirements
and/or located at small diameter
dead-end pipelines.
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Chapter 8
Future System Evaluation
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8-44 City of Lincoln
Water Master Plan Update
January 2026

8.5 SUMMARY OF FINDINGS AND RECOMMENDATIONS FOR THE FUTURE WATER SYSTEM
Table 8-20 provides a summary of findings and recommended improvements identified by evaluating the 5-Year, 10-Year, 15-Year, 20-Year, and Buildout water systems and is organized by improvement type and phase. These recommendations are used to develop a recommended CIP, which is further described in Chapter 10. Figure 8-1 presents the recommended improvements for the five phases.

8.6 OTHER RECOMMENDATIONS
In addition to the improvements identified in the capacity and performance evaluations, other recommendations were identified through discussions with City staff. These projects are included to improve system and/or water supply reliability and are summarized below. • Water Supply Options Study. A comprehensive water supply study is recommended to investigate feasible water supply sources for Buildout. This study will also explore the feasibility of obtaining additional PCWA and NID water supply. Potential PCWA options to consider include, but are not limited to, new PCWA water supply sources in west Placer County, such as the RiverArc Project, potential expansion and/or modification to metering stations, and the establishment of new agreements to access additional supply. The outcome of the study will be used as a framework for Project proponents to provide supply solutions to meet the increase in water demands for their developments. The supply solutions should be included in the development approval process with the City. • Groundwater Recharge Study. A groundwater recharge study is recommended to perform field investigation and testing on the sites identified in the 2023 groundwater recharge site feasibility study completed by WPGSA. This study will also further evaluate whether implementation of recharge is viable in the City.
• ASR Wells Study. An ASR well study is recommended to investigate the feasibility of implementing ASR capabilities in future wells.
• Recycled Water Feasibility Study. The City should update the 2019 Reclamation Master Plan and continue to work with developers and Lincoln-Sewer Maintenance District 1 Wastewater Authority (LiSWA) to maximize the future use of recycled water. 430
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Water Master Plan Update
January 2026
Table 8-20. Summary of Recommended Future System Improvements Improvement Type 5-Year 10-Year 15-year 20-Year Buildout Supply • Construct two new ASR wells with
backup power to improve supply
reliability.
• Construct additional two new ASR wells
with backup power to improve supply
reliability.
• Construct additional two new ASR wells
with backup power to improve supply
reliability.
• Construct an additional new ASR well
with backup power to improve supply
reliability.
• Construct additional 13 new ASR wells
with backup power to improve supply
reliability.

Total (Previous and Current Phases):
• 2 ASR wells
Total (Previous and Current Phases):
• 4 ASR wells
Total (Previous and Current Phases):
• 6 ASR wells
Total (Previous and Current Phases):
• 7 ASR wells
Total (Previous and Current Phases):
• 20 ASR wells
• Alternative water supplies will be explored and/or advanced to offset the need for additional groundwater capacity. Refer to Chapter 4 for additional detail.

Storage and Pumping • Construct a 2 MG storage tank and pump station in Village 5 to mitigate the
storage deficit in the 375 Zone.
• None • Construct an additional 2 MG storage
tank and pump station in Village 5 to
mitigate the storage deficit in the
375 Zone.
• None • Construct a 5 MG storage tank and
pump station in Village 2 to mitigate the
storage deficit in the 375 Zone.
• Construct a 3 MG storage tank and
pump station in the Airport Area to
mitigate the storage deficit in the
375 Zone.

Total (Previous and Current Phases):
• 1 new storage tank
• 1 new associated pump station
Total (Previous and Current Phases):
• 1 new storage tank
• 1 new associated pump station
Total (Previous and Current Phases):
• 2 new storage tanks
• 2 new pump stations
Total (Previous and Current Phases):
• 2 new storage tanks
• 2 new pump stations
Total (Previous and Current Phases):
• 4 new storage tanks
• 4 new pump stations
Pressure Reducing Station • None • Construct four new pressure reducing stations for the proposed 450 Zone.
• None
Pipelines • Construct new transmission pipelines to support future development areas. • City should continue to rehabilitate and replace older and undersized (i.e., smaller than 8-inch diameter) pipelines, with the R&R previously discussed in Chapter 7 and described in detail in Chapter 9. 431
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9-1 City of Lincoln
Water Master Plan Update
January 2026
CHAPTER 9
Rehabilitation and Replacement Program
Previous chapters of this WMPU have focused on the hydraulic capacity of the water system and evaluation of the ability to meet demands under existing and projected future conditions. This chapter presents the desktop study performed to assess the condition of water pipelines and the recommended pipeline R&R program. The results of a visual condition assessment of major water system facilities are also presented. Recommendations from the pipeline and major facilities assessments will be incorporated into the overall capital improvement program.

Major sections in this chapter include:
• Existing Pipeline R&R Approach
• Pipeline Asset Registry
• Pipeline Remaining Useful Life Assessment
• 10-Year Pipeline R&R Projections
• Condition Assessment of Major Facilities
• Next Steps

9.1 EXISTING PIPELINE REHABILITATION AND REPLACEMENT APPROACH The City currently develops a pipeline replacement list every year which focuses on older pipelines and areas that have frequent leaks, breaks and/or maintenance calls. The water department meets with operations staff to identify the highest need pipelines and they are grouped into replacements for the following two fiscal years(FY). All appurtenances (valves, hydrants, sampling stations, etc.) are replaced when the adjacent pipeline is replaced. The City develops a GIS-based plan which identifies replacements through the next five to seven FY. At the time of the development of the recommended R&R program discussed in Section 9.4, the City’s most recent Water CIP Replacement Plan was dated May 2024 and shown in Figure 9-1.

It should be noted that the City continuously updates its Water CIP Replacement Plan and versions more recent than the May 2024 plan are not included in this WMPU, as they were not used for the development of the recommended R&R program. The City’s most recent publicly available CIP information, including a CIP Tracker report and a ArcGIS-based Active CIP web map public information on CIP including items like a CIP tracker report and ArcGIS CIP web-based map, can be accessed on the City’s website at:
https://www.lincolnca.gov/our-government/capital-improvement-projects/.

For the past few years, the quantity of pipelines to be replaced has largely been dictated based on available budget, which has been between $1.2M and $3M per year. The City’s 2023 Water and Wastewater Rate Study (Raftelis) proposes a capital improvement plan which anticipates replacement of up to 1 mile per year of pipeline starting in FY 2026 and increasing up to 2 miles per year of pipeline by FY 2029, which is based on pipelines that have exceeded their service life. 432
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Rehabilitation and Replacement Program
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9-2 City of Lincoln
Water Master Plan Update
January 2026
Figure 9-1. Water CIP Replacement Plan (May 2024)

9.2 PIPELINE ASSET REGISTRY
The City provided a GIS database that was used to create an inventory of existing pipelines within the City’s potable water system (asset register). The asset register consists of 11,611 pipeline segments and associated asset data (e.g., pipeline age, size, material, etc.). Table 9-1 presents a summary of the City’s water pipelines by diameter. Table 9-2 presents a summary of the City’s water pipelines by material. In Chapter 2, Table 2-8 and Figure 2-4 present the water pipelines by decade of installation. The majority of pipelines (56-percent) were installed in the 2000s, with only five percent installed in the 1970s or earlier. 433
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9-3 City of Lincoln
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January 2026
Table 9-1. Existing Pipeline Summary, by Diameter(a)
Pipeline Diameter,
inches
Length of Pipeline,
miles
Percent in
Water System by Length
Count of
Pipeline Segments
1-3 0.7 0.2 58
4 3.0 1.1 178
6 22.1 8.0 1,060
8 129.6 47.2 5,623
10 3.6 1.3 180
12 77.0 28.0 3,625
14 1.8 0.6 64
16 8.4 3.1 180
18 14.5 5.3 362
20 1.0 0.4 3
24 8.9 3.2 209
30 1.9 0.7 37
36 1.1 0.4 27
42 1.2 0.4 1
Unknown 0.01 <0.01 4
Total 274.6 100% 11,611
Source: City’s water system GIS database provided in April 2024. (a) Only pipelines managed by the City are included.

The majority of the City’s water system pipelines, approximately 77 percent, have diameters between 8 inches and 12 inches.

Table 9-2. Existing Pipeline Summary, by Material(a)
Pipeline Material
Length of Pipeline Percent in Water
feet miles System, percent
Asbestos Cement 77,960 14.7 5.4
Cast Iron 14,030 2.7 1.0
Copper 30 < 1.0 < 0.1
Ductile Iron 159,420 30.2 11.0
High-Density Polyethylene (HDPE) 90 < 1.0 < 0.1
Polyvinyl Chloride (PVC) 1,183,130 224.1 81.6
Steel 12,220 2.3 0.8
Unknown 3,170 0.6 0.2
Total 1,450,050 274.6 100%
Source: City’s water system GIS database provided in April 2024. (a) Only pipelines managed by the City are included.
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January 2026
The majority of the City’s water system pipelines, approximately 82 percent, are PVC.

As described in the following sections, the asset register was used to develop remaining useful life (RUL) estimates and develop a proposed pipeline rehabilitation and repair schedule.

9.3 PIPELINE REMAINING USEFUL LIFE ASSESSMENT
Asset useful life (UL) is the time that an asset provides valued service, after which it does not meet its intended service level. End of life is not necessarily indicative of catastrophic failure, and in most cases an asset can still hold functionality when it has reached the end of its useful life. Asset RUL can be estimated by comparing the actual age of assets to its useful life. In the absence of condition or performance data, this approach provides an initial determination of assumed condition and can be used to project estimated renewal needs. If available in the future, asset condition or performance data can be used to support or supersede RUL estimates.

The following section presents the method used to estimate RUL of City pipelines.

9.3.1 Remaining Useful Life
Each pipeline’s RUL was estimated by subtracting the estimated useful life (UL) from its age (how long the asset has been installed):

RUL = UL – age
For example, an asset with a 50-year useful life that has been in service 35 years would have a RUL of 15 years.

9.3.1.1 Useful Life Expectancies
Municipal utility system assets vary by type, manufacturer, design, construction, and quality. They have different characteristics in how they operate and, consequently, will have different profiles of how they perform and ultimately fail. Standard UL expectancies are documented by the American Water Works Association, Water Environment Research Foundation, in addition to other industry associations. UL expectancies were developed for the City’s pipelines using these industry standards.

Each pipe material and diameter within the City’s water system was assigned a useful life. Considerations were made to account for variable environmental conditions. Based on discussions with City staff, the City has experienced brittle AC pipe of all diameters (in clay soils with high shrink-swell potential, asbestos cement pipes are prone to breaks due to the brittle nature of the material). The City has not experienced corrosive soils within the service area, which can impact the useful life of metallic pipelines. The standard useful life expectancies are presented in Table 9-3. Once each pipeline was assigned a standard useful life, the RUL of each of the City’s water pipelines was calculated. 435
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9-5 City of Lincoln
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January 2026
Table 9-3. Standard Useful Life of Buried Pipelines, by Material Material Useful Life, years
Asbestos Cement(a) 50
Cast Iron 90
Copper 50
Ductile Iron 95
High Density Polyethylene (HDPE) 80
Polyvinyl Chloride (PVC) 80
Steel 75
Unknown 50
(a) Asbestos cement pipe typically has a useful life of 65-100 years. When exposed to clay soils with high shrink-swell potential, asbestos cement pipes are prone to breaks due to the brittle nature of the material.

9.3.1.2 RUL Classification
Based on the pipeline estimated RUL, each pipeline was assigned an assumed condition from Like New to Poor, as presented in Table 9-4. Newer assets with 50 percent or more of their useful life remaining are expected to be in Good to Like New condition. Older assets with less than 50 percent of their useful life remaining are expected to be in fair to poor condition.

Table 9-4. RUL to Condition Translation
Percent RUL Assumed Condition
100 to 80% Like New
79 to 50% Good
49 to 20% Fair
19% to >0% Poor
Table 9-5 summarizes the assumed condition of pipelines based on each pipeline’s estimated RUL. Note that the Poor condition category was split between pipes with greater than zero percent RUL and less than or equal to zero RUL.
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January 2026
Table 9-5. Pipeline RUL-Based Condition Summary
Condition
Length of Pipelines Percent of System,
feet miles percent
Like New
(100% to 80% RUL) 301,820 57.2 21
Good
(79% to 50% RUL) 1,053,340 199.5 73
Fair
(49% to 20% RUL) 21,380 4.0 1
Poor
(greater than 0% to 19% RUL) 19,540 3.7 1.3
Beyond RUL
(0% RUL) 53,970 10.2 4
Total 1,450,050 274.6 100%
This information provides a snapshot view of the condition of the City’s potable water pipelines based on the estimated RUL and where future R&R may be required. Approximately 94-percent of the City’s pipelines are in Good to Like New condition. Approximately fourteen miles of pipeline, or about five percent of the water system, are expected to be in Poor condition. The last row in Table 9-5 shows the pipelines that are already beyond useful life (10.2 miles or four percent of pipelines).

Figure 9-2 presents the RUL-based condition of pipelines.

9.4 PIPELINE R&R PROJECTIONS
The purpose of this effort is to improve the City’s approach to pipeline R&R by identifying assets that are beyond their expected useful life, incorporate the City’s institutional knowledge of chronic issues, and combine those assets into a prioritized program that can be implemented strategically by the City over the next 10 years.

Once the RUL analysis was complete, West Yost held a workshop with City staff to discuss the initial replacement projections and receive feedback on any issues in the system such as areas/neighborhoods, certain pipeline materials, or certain pipeline sizes with chronic leak/breaks, or maintenance calls. Existing and proposed projects were also discussed for potential inclusion in the program such as replacement of lead goosenecks (largely completed through CIP Plan), backflow preventer installation/replacements (agreed to require more study and more appropriate in the Downtown Specific Plan), and replacement of specific pipelines for access improvement. Most of these projects were agreed to be included in other planning efforts, except for the realignment of 14-inch pipelines at 1st Street/D Street that currently runs under a house.
437
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Figure 9-2
0 3,000 6,000
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N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Figure 9-2 Pipeline Condition: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch9_Lincoln_WMPU.aprx - ayan - 3/12/2025 Notes:

1. Facilities shown are based on GIS data
provided by the City in April 2024.

2. Pipeline condition is determined based on
the asset's age and expected useful life.

Expected useful life is estimated based on
pipeline material and industry standards.

Pipeline Condition
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9-8 City of Lincoln
Water Master Plan Update
January 2026

9.4.1 10-Year Pipeline R&R Program
The City’s May 2024 Water CIP Replacement Plan1, the RUL estimates, and other projects identified by the City were used to develop a 10-year pipeline R&R program.

The City’s 2023 Water and Wastewater Rate Study specifies replacement of up to 1 mile of pipeline per year starting in FY 2026, increasing up to 2 miles per year by FY 2029. City Staff provided feedback to incrementally increase pipeline replacements per year, as follows: replacement of 1 mile per year though FY 2028, followed by 1.5 miles per year in FY 2029-2031, and 2 miles per year thereafter.

For each year of the plan, pipelines were included based on the following hierarchy:

1. Pipelines included in the City’s current Water CIP Replacement Plan, by FY

2. Pipelines identified to have less than or equal to zero RUL

3. Other pipelines identified by the City (e.g., 1st Street/D Street realignment of 14-inch pipeline under house), which were matched with adjacent replacements The 10-year pipeline R&R program is presented in Table 9-6 and Figure 9-3. The last two columns in Table 9-6 present the oldest pipeline remaining after replacements are performed for that year, and the count of pipelines beyond useful life after replacements are performed for that year. At Year 10 (2034), the program will “catch up” with overdue replacements and all pipelines beyond their useful life will have been replaced.

At that point, is expected that unplanned and emergency pipeline repairs and replacements will decrease because the oldest and poorest condition pipelines will no longer be in the system.

Details on the 10-Year R&R program including pipelines by year are included in Appendix F. 1 As discussed in Section 9.1, at the time of the development of the 10-year pipeline R&R program, the City’s most current Water CUP Replacement Plan was dated May 2024.
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9-9 City of Lincoln
Water Master Plan Update
January 2026
Table 9-6. 10-Year Pipeline R&R Program
Year
Length of
Pipelines, miles
Unit Cost for
Pipeline
Replacement(a)
Capital Cost
Estimate,
dollars(b)
Remaining
Oldest Pipe
after
Replacements
Count of Pipes
Beyond UL after
Replacements
Year 1 (2025) 1
$475 / linear
foot
2,528,160 1929 430
Year 2 (2026) 1 2,607,757 1929 376
Year 3 (2027) 1 2,766,406 1929 323
Year 4 (2028) 1 2,792,331 1945 304
Year 5 (2029) 1.5 4,268,664 1945 269
Year 6 (2030) 1.5 4,367,729 1945 199
Year 7 (2031) 1.5 4,369,866 1960 131
Year 8 (2032) 2 6,121,991 1971 84
Year 9 (2033) 2 6,389,702 1971 23
Year 10 (2034) 2 6,522,755 1971 0
(a) Unit construction cost estimate is based on 8-inch diameter pipeline built in developed area. (b) 3% inflation rate applied for years subsequent to 2025.

9.4.2 Future Pipeline Replacements
After Year 10 of the R&R program, there are several years where no pipelines reach the end of their useful life. Because the majority of the City’s system was installed in the 1990s and 2000s, it is expected these assets will create a “replacement wave” where a significant number of assets reach the end of their useful lives around the same time, requiring simultaneous replacement or upgrades. To understand the longer-term outlook on pipeline replacements, the RUL projections were extended an additional 70-years beyond the 10-Year program (to year 2104). Table 9-7 presents the pipeline replacement projections based on RUL for 10-year increments, ending in year 2104.

Table 9-7. Long-Term Pipeline R&R Projections
Year Length of Pipelines, feet
Length of Pipelines,
miles
Percent of System,
percent
Year 11-20 (2035-2044) 13,274 2.5 2.5
Year 21-30 (2045-2054) 4,120 0.8 0.3
Year 31-40 (2055-2064) 16,710 3.2 1.2
Year 41-50 (2065-2074) 63,010 11.9 4.3
Year 51-60 (2075-2084) 686,760 130.1 47
Year 61-70 (2085-2094) 241,670 45.8 17
Year 71-80 (2095-2104) 322,790 61.1 22
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Pipeline Replacement Year
2025 - 2026
2027 - 2028
2029 - 2030
2031 - 2032
2033 - 2034
Beyond 2034
Boundary
City Limit
Figure 9-3
0 750 1,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Figure 9-3 Pipeline Replacement Projections_ShortTerm: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch9_Lincoln_WMPU.aprx - ayan - 3/12/2025 Notes:

1. Infrastructure shown are based on GIS data
provided by the City in April 2024.

2. Projection of pipeline replacement is
determined based on City CIP plans
and the asset's age and expected useful life.

Expected useful life is estimated based on
pipeline material and industry standards.

3. Several standalone segments are located
throughout the city and fall outside the figure
boundaries, they are included in appendices.

Pipeline Replacement
Projections - 10-Year CIP
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January 2026
As shown in Table 9-7, there are a small number of expected replacements (less than four percent of the system) until Years 51-60, when 47 percent of the system is expected to require replacement. The following decades also have significant replacements expected (17 percent and 22 percent, respectively).

To proactively plan for the wave of replacements, it is recommended the City:

1. Implement a Staggered Replacement Strategy
• Spread replacements over time by prioritizing segments based on condition, risk, location, or strategic importance, instead of waiting for mass end-of-life events. • To support the replacement prioritization, consider conducting a condition assessment to identify pipelines that may require early replacement due to wear or operational conditions, which can help to out the replacement timeline. • Considering the challenges and costs associated with assessing the condition of water mains, the City should adopt a cost-benefit-driven approach to prioritize assessments strategically – this could include risk-based prioritization, a representative sampling-based approach, or other strategies.

2. Establish a Long-Term Capital Reserve Fund
• The dedicated fund should be similar to what was developed as part of the 2023 Water and Wastewater Rate Study and should serve long-term needs.

3. Continue and Enhance the Collaborative Approach
• The City currently utilizes a collaborate approach to develop the replacement plan.

Continue this approach and support decisions with data (maintenance records, condition assessment, work order history, the program presented here). • Coordinate with other City departments (sewer, roads) to align replacement schedules and reduce costs.

9.5 BASIC CONDITION ASSESSMENT OF MAJOR FACILITIES
As discussed in Chapter 2, the City’s major water system facilities include: three storage tanks, five groundwater wells, one booster pump station, and multiple pressure reducing stations.

On May 23, 2024, West Yost conducted a basic condition assessment of the City’s major facilities to evaluate the condition, performance, and efficiency of each facility. Table 9-8 summarizes the condition of the evaluated facilities and any associated comments and/or recommendations. Generally, all evaluated facilities were in good condition with no major issues. West Yost recommends installing an exterior ladder with a safety cage on the Verdera Tank No. 3.

9.6 NEXT STEPS
Recommendations from the pipeline program and major facilities assessments will be incorporated into the overall capital improvement program.
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January 2026
Table 9-8. Summary of Basic Condition Assessment of Major Facilities Name General Condition Comments
Storage Tanks
Conspiracy Point Tank Good
• There is an unknown PRV vault on site, City is uncertain if this is a PCWA vault.
• No standby power.
3 MG Tank Good • No issues.

Verdera Tank #3 Good
• New PRV is currently under construction.
• Tank needs an exterior ladder with a safety cage. There is currently no access to the top of tank due to the lack of an exterior ladder.
• No standby power.

Groundwater Wells
Well 2 Good
• Currently, Well 2 is only operated periodically (pumped to waste) each month due to PFAS being detected in
the well water. However, the PFAS level is not above
the MCL.
• The City uses Well 2 only as necessary during times of high demand.
• At the time of the site visit (May 23,2024), the
generator was unable to start in “Auto” mode due to
issues with the automatic transfer switch and the only
way to operate the generator was to start it in
“Manual” mode when there was no PG&E power
available onsite.
• As of July 11, 2024, the generator was repaired and is fully functional.

Well 6 – Westwood Good • No issues.

Well 7 – Moore Rd Good • No standby power but has a connection for a portable generator.

Well 8 – Fiddyment Good • No issues.

Well 9 – Nelson Good • No standby power but has a connection for a portable generator.

Catta Verdera BPS
Overall Good
• BPS is only needed if the PCWA line is out of service. • City staff keeps the BPS operational by operating it
weekly, however, this requires a lot of time and cost.

Pump 1 Good • Frequent check valve replacement when the pump station is operational.

Pump 2 Good • Frequent check valve replacement when the pump station is operational.

Pump 3 Good
• No VFD.
• Frequent check valve replacement when the pump
station is operational.

Pump 4 Good • No VFD.
• Pump has not been run in more than five years.
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Table 9-8. Summary of Basic Condition Assessment of Major Facilities Name General Condition Comments
Pressure Reducing Stations (PRS)
Twelve Bridges PRS Good
• 4-inch and 12-inch ClaVals were recently rebuilt.
• Piping has minor coating issues.
• No standby power.
• There are traffic speeding issues at the PRS site,
which causes an employee safety issue when working
on the PRS.
• No site lighting
Eastridge PRS Good • No standby power.
• No site lighting.

Village 13 PRS Good • No standby power.

Village 19 PRS Good
• No site power, SCADA, or standby power.
• No alarms.
• No site lighting.
• No PG&E.
444
N-C-206-60-24-56-WP-R-WMP
10-1 City of Lincoln
Water Master Plan Update
January 2026
CHAPTER 10
Capital Improvement Program
This chapter presents the recommended Capital Improvement Program (CIP) for the City’s existing and future (5-Year, 10-Year, 15-Year, 20-Year, and Buildout) water system, based on the evaluations described in Chapters 7 and 8 and the recommended R&R program described in Chapter 9. This chapter provides a summary of the recommended improvement projects, along with estimates of probable construction and capital costs for each proposed Project.

It should be noted that the recommended CIP only identifies improvements at a master plan level and does not necessarily include all required on-site infrastructure or provide design of improvements. Subsequent detailed design is required to determine the exact sizes and locations of these proposed improvements.

The following sections of this chapter summarize the cost estimating methodology and present the CIP of recommended upgrades to improve the existing system and support future demands:
• Cost Estimating Assumptions
• Recommended CIP
• Basis of Recommendations

10.1 COST ESTIMATING ASSUMPTIONS
Cost estimates prepared for this WMPU are in accordance with the guidelines of the Association for the Advancement of Cost Engineering (AACE) International for a Class 5 Estimate. AACE International defines a Class 5 Estimate in the following manner:

Class 5 Estimate: This estimate is prepared based on limited information, where little more than proposed plant type, its location, and the capacity are known. Strategic planning purposes include, but are not limited to, market studies, assessment of viability, evaluation of alternate schemes, project screening, location and evaluation of resource needs and budgeting, and long-range capital planning. Examples of estimating methods used would include cost/capacity curves and factors, scale-up factors, and parametric and modeling techniques. Typically, little time is expended in the development of this estimate.

The expected accuracy ranges for this class estimate are -20 to -50 percent on the low side and +30 to +100 percent on the high side.

Construction and Capital Cost estimates are presented in August 2025 dollars based on an Engineering News Record Construction Cost Index (ENR CCI) of 20-cities average (13,913.52). Construction costs were developed based on a combination of data supplied from manufacturers, bids on other water facilities projects, construction costs previously estimated by West Yost, and from standard cost estimating guides.

Total CIP costs include contingencies equal to 49.5 percent of base construction costs, including construction contingency and other costs for engineering and implementation.

For this WMPU, it is assumed that recommended distribution system facilities will be developed in public rights-of-way or on public property; therefore, land acquisition costs have not been included. Construction cost estimates do not include costs for annual operations and maintenance. A complete description of the assumptions used in developing the estimates of probable construction cost is provided in Appendix G. 445
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January 2026

10.2 RECOMMENDED CAPITAL IMPROVEMENT PROGRAM
This section summarizes the overall recommended CIP, which is based on the evaluations described in Chapters 7 and 8 and recommendations in Chapter 9. A high-level summary of the overall program is provided below, and subsequent sections provide more detail for each of the evaluated time frames.

Figure 10-1 shows overall recommendations for the City’s existing, 5-Year, 10-Year, 15-Year, 20-Year, and Buildout water system. Pipelines intended to serve future development areas and their associated costs are included for reference in the CIP; only pipelines that are 12-inch diameter or greater are included.

These pipelines, however, are recommended to be funded by Project proponents in the future, as part of connection fees, and alignments are expected to change as future development plans are refined.

10.2.1 Summary of Estimated Capital Costs
Table 10-1 summarizes the estimated total capital costs by time frame and responsible party for the costs (i.e., the City or future development). As shown in Table 10-1, the overall capital improvement costs are estimated to be approximately $539 million (M). Approximately 98 percent of the overall program ($529M), is recommended to be allocated to future development and paid for through connection fees, as the identified infrastructure is needed to support future demands. The top three contributors to the overall program costs are Villages 2 through 4 and SUD-A at approximately 45 percent ($240M), Village 5 at approximately 23 percent ($125M), and Village 6 and SUD-C at approximately 15 percent ($82M). The City is responsible for the remaining 2 percent ($10M) of overall program costs which is attributed to improving existing infrastructure and/or developing studies to improve water supply quality and/or reliability.

The improvement costs presented in Table 10-1 do not include improvements from the recommended R&R programs, which should be completed on an on-going basis and are not included in this WMPU. These programs and associated costs are summarized below and described in detail in Chapter 9. 446
Improvement Type Existing 5-Year 10-Year 15-Year 20-Year Buildout Total City
Storage and Pumping 7,073,000 0 0 0 0 0 7,073,000
Pipeline 113,000 1,884,000 0 0 0 0 1,997,000
Other Improvements 0 700,000 0 0 0 0 700,000
Subtotal 7,186,000 2,584,000 0 0 0 0 9,770,000
Lincoln 270
Pipeline 0 6,898,000 4,281,000 207,000 0 0 11,386,000
Subtotal 0 6,898,000 4,281,000 207,000 0 0 11,386,000
SUD-B
Pipeline 0 12,558,000 0 0 0 0 12,558,000
Subtotal 0 12,558,000 0 0 0 0 12,558,000
Village 1
Pressure Reducing Station 0 0 1,935,000 0 0 0 1,935,000 Pipeline 0 23,699,000 15,304,000 0 0 0 39,003,000
Subtotal 0 23,699,000 17,239,000 0 0 0 40,938,000
Village 5
Supply 0 8,615,000 8,615,000 8,615,000 4,308,000 0 30,153,000 Storage and Pumping 0 10,017,000 0 10,017,000 0 0 20,034,000 Pipeline 0 32,854,000 3,219,000 30,738,000 8,292,000 0 75,103,000 Subtotal 0 51,486,000 11,834,000 49,370,000 12,600,000 0 125,290,000 Village 7
Pipeline 0 3,119,000 2,535,000 10,805,000 0 0 16,459,000 Jack & Bore 0 0 0 128,000 0 0 128,000
Subtotal 0 3,119,000 2,535,000 10,933,000 0 0 16,587,000 Village 2, Village 3, Village 4, and SUD-A
Supply 0 0 0 0 0 43,073,000 43,073,000
Storage and Pumping 0 0 0 0 0 28,792,000 28,792,000
Pipeline 0 0 0 0 0 168,005,000 168,005,000
Jack & Bore 0 0 0 0 0 575,000 575,000
Subtotal 0 0 0 0 0 240,445,000 240,445,000
Village 6 and SUD-C
Supply 0 0 0 0 0 12,922,000 12,922,000
Storage and Pumping 0 0 0 0 0 0 0
Pipeline 0 0 0 0 0 68,515,000 68,515,000
Jack & Bore 0 0 0 0 0 128,000 128,000
Subtotal 0 0 0 0 0 81,565,000 81,565,000
Total Costs $7,186,000 $100,344,000 $35,889,000 $60,510,000 $12,600,000 $322,010,000 $538,539,000 Table 10-1. Summary of Improvement Costs by Time Frame and Responsible Party, dollars(a) (a) Costs shown are based on August 2025 CCI of 20-cities average (13913.52). nN-C-206-60-24-56-E-CH10-CIP
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January 2026 447
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V5 Tank #1
Airport Tank
V5 Tank #2
V2 Tank Notes:

1. The 450 Zone will be active with the
10 Year Phase.

2. Future facilities and pipelines are
preliminary and will require further
study and refinement by Project
proponents as future developments
move forward.

3. Only pipelines 12-inch diameter or greater
are included in the CIP.

4. Future improvements serving future
developments are recommended to be
funded by Project proponents.

5. All future groundwater wells are assumed
to be equipped with aquifer storage and
recovery (ASR) capability.

Phase Color Legend
Existing (No
Improvement)
Existing (Improvement)
5 Year
10 Year
15 Year
20 Year
Buildout
System Facilities
") Groundwater Well
2!!
Placer County Water
Agency Metering Station
Backup Power
[PS ±
Pump Station
XW
Pressure Reducing
Station
TU Storage Tank
Pipeline
Future Development
Lincoln 270
Village 1
Villages 2-4 and SUD-A
Village 5
Village 7
SUD-B
Village 6 and SUD-C
Boundaries
New 450 Pressure Zone
Existing City Limit
City Sphere of Influence
Figure 10-1
Recommended Capital
Improvement Projects
0 3,750 7,500
Feet
N City of Lincoln
Water Master Plan Update
Prepared by: Prepared for:

Fig10-1_CIP: N:\Clients\206 City of Lincoln\60-24-56 Water Master Plan\GIS\Ch10_Lincoln_WMPU.aprx - ayan - 12/30/2025 448
Chapter 10
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10-5 City of Lincoln
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January 2026

10.2.2 Recommended Existing System Improvements
Chapter 7 provided a summary of the evaluation of the City’s existing water system and its ability to meet recommended water system planning and design criteria described in Chapter 5. In general, the analysis recommended the following:
• Storage and Pumping:
— Address the existing storage deficit in the 375 Pressure Zone through installation of dedicated on-site backup power at the Nelson and Moore Wells to provide 1.76 MG of EGWC and improve system reliability.
— Address the existing storage deficit in the 750 Pressure Zone through construction of a new booster pump station with back-up power at the Verdera Tank No. 3 site with a minimum capacity of 2 mgd.
— Address the existing storage deficit in the 775 Pressure Zone through construction of a new booster pump station with back-up power at the Conspiracy Point Tank site with a minimum capacity of 4 mgd.
• Pipelines:
— Replace 8-inch diameter pipeline at intersection of 1st Street and Joiner Parkway with a new 16-inch diameter pipeline to mitigate velocity exceedance. — Replace 8-inch diameter pipeline at intersection of E Street and McBean Park Drive with a new 12-inch diameter pipeline to mitigate velocity exceedance. • Rehabilitation and Replacement:
— Enhance the City’s existing pipeline R&R program to accelerate the replacement of aging and undersized distribution pipelines on a proactive and programmatic basis before failure and require emergency repair and replacement. A recommended program is described in Chapter 9. Upsizing many of the smaller diameter pipelines would improve fire flow in the downtown area of the City.

No specific capital improvement projects besides the above listed capacity-related improvements were identified for the existing water system.

10.2.3 Recommended Future System Improvements
Chapter 8 provided a summary of the evaluation of the City’s water distribution system and its ability to support future (5-Year, 10-Year, 15-Year, 20-Year, and Buildout) demands while meeting recommended water system planning and design criteria described in Chapter 5. Table 10-2 summarizes recommended future system improvements resulting from the analysis.

Recommended improvements and the associated costs are presented in Table 10-3, and locations are shown on Figure 10-1. Improvements addressing existing and aging infrastructure are expected be allocated to existing water customers, and improvements triggered by increased demands associated with future development should be allocated to future development and paid through connection fees. 449
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January 2026
Table 10-2. Summary of Recommended Future System Improvements Improvement Type 5-Year 10-Year 15-year 20-Year Buildout Supply • Construct two new ASR wells with
backup power to improve
supply reliability.
• Construct additional two new ASR wells
with backup power to improve
supply reliability.
• Construct additional two new ASR wells
with backup power to improve
supply reliability.
• Construct an additional new ASR well
with backup power to improve
supply reliability.
• Construct additional 13 new ASR wells
with backup power to improve
supply reliability.

Total (Previous and Current Phases):
• 1 new storage tank
• 1 new associated pump station
Total (Previous and Current Phases):
• 1 new storage tank
• 1 new associated pump station
Total (Previous and Current Phases):
• 2 new storage tanks
• 2 new pump stations
Total (Previous and Current Phases):
• 2 new storage tanks
• 2 new pump stations
Total (Previous and Current Phases):
• 4 new storage tanks
• 4 new pump stations
Pressure Reducing Station • None • Construct four new pressure reducing stations for the proposed 450 Zone.
• None
Pipelines • Construct new transmission pipelines to support future development areas. • City should continue to rehabilitate and replace older and undersized (i.e., smaller than 8-inch diameter) pipelines, with the R&R previously discussed in Chapter 7 and described in detail in Chapter 9. 450
Table 10-3. Recommended Capital Improvement Projects(a) Responsible Party Improvement Type Justification Improvement Description Construction Cost,
dollars (b,c)
Capital Cost, dollars
(includes markups)(b,d)
Existing System
Storage and Pumping Improvements
City Backup Power
Addresses the existing storage capacity deficit in the 375 Pressure Zone by increasing the emergency groundwater credit (EGWC). Nelson and Moore Wells do not currently have backup power and do not contribute to EGWC.

Installation of dedicated on-site backup power at the Nelson and Moore Wells to provide 1.76 MG of EGWC. 2 each $476,000 $1,186,000 City Booster Pump Station
Addresses the existing storage deficit in the 750 Pressure Zone through construction of emergency booster pump station.

Installation of emergency booster pump station at the Verdera Tank #3 tank site with backup power. 2 mgd $1,700,000 $2,542,000 City Booster Pump Station
Addresses the existing storage deficit in the 775 Pressure Zone through construction of emergency booster pump station.

Installation of emergency booster pump station at the
Conspiracy Point Tank site with backup power. 4 mgd $2,238,000 $3,345,000 Subtotal - Storage and Pumping Improvements $4,414,000 $7,073,000 Pipeline Improvements
City Pipeline Addresses high velocities observed in existing pipelines.

Replace existing 8-inch diameter pipeline at intersection of 1st Street and Joiner Parkway with new a 16-inch
diameter pipeline.
25 LF $21,000 $31,000
City Pipeline Addresses high velocities observed in existing pipelines.

Replace existing 8-inch diameter pipeline at intersection of E Street and McBean Park Drive with a new 12-inch
diameter pipeline.
80 LF $55,000 $82,000
Subtotal - Pipeline Improvements $76,000 $113,000
Total Existing System Capital Improvements $4,490,000 $7,186,000 5-Year System
Supply Improvements
Village 5 Supply (ASR Wells) Improves supply reliability for increased demands in the 5-Year Phase. Construction of 2 new ASR wells, equipped with backup power. 2 wells $5,763,000 $8,615,000 Subtotal - Supply Improvements $5,763,000 $8,615,000
Storage and Pumping Improvements
Above-Ground
Concrete Storage Tank Construction of Village 5 Tank #1 2 MG $4,700,000 $7,027,000 Storage Tank
Pump Station
Village 5 Tank #1 Pump Station, equipped with backup power 3 mgd $2,000,000 $2,990,000 Subtotal - Storage and Pumping Improvements $6,700,000 $10,017,000 Pipeline Improvements
City Pipeline
Provides pipelines to support future development areas. (It should be noted this pipeline is currently a developer obligation, however, an amendment is under review that may revise this to a City funded pipeline. For the purposes of the CIP, this pipeline is added to the City's responsibility to have a complete understanding of the City's potential financial needs ).

New 24-inch diameter pipeline crossing the Auburn Ravine 1,500 LF $1,260,000 $1,884,000 Pipeline New 12-inch diameter pipelines 5,970 LF $2,896,000 $4,329,000 Pipeline New 18-inch diameter pipelines 2,490 LF $1,719,000 $2,569,000 Pipeline New 12-inch diameter pipelines 13,050 LF $6,330,000 $9,463,000 Pipeline New 18-inch diameter pipelines 3,000 LF $2,070,000 $3,095,000 Pipeline New 12-inch diameter pipelines 12,600 LF $6,111,000 $9,136,000 Pipeline New 16-inch diameter pipelines 2,270 LF $1,453,000 $2,172,000 Pipeline New 18-inch diameter pipelines 2,730 LF $1,884,000 $2,817,000 Pipeline Replace existing 20-inch diameter transmission main from the 3 MG Tank with new 30-inch diameter transmission main 5,875 LF $6,404,000 $9,574,000 Pipeline New 12-inch diameter pipelines 25,890 LF $12,557,000 $18,773,000 Pipeline New 18-inch diameter pipelines 13,650 LF $9,419,000 $14,081,000 Pipeline New 12-inch diameter pipelines 1,540 LF $747,000 $1,117,000 Pipeline New 18-inch diameter pipelines 1,940 LF $1,339,000 $2,002,000 Subtotal - Pipeline Improvements $54,189,000 $81,012,000 Quantity and Unit
Addresses projected future storage deficit in the 375 West Zone as a result of increased demands in the 5-Year Phase. Sizing of facilities accounts for increased demands in the
10-Year Phase.

Provides pipelines to support future development areas.

Village 5
Lincoln 270
SUD-B
Village 1
Village 5
Village 7
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Water Master Plan Update
January 2026 451
Table 10-3. Recommended Capital Improvement Projects(a) Responsible Party Improvement Type Justification Improvement Description Construction Cost,
dollars (b,c)
Capital Cost, dollars
(includes markups)(b,d) Quantity and Unit
Other Improvements
Study
A water supply study is recommended to investigate feasible water supply sources for Buildout. The outcome of the study will be used as a framework for Project proponents to provide supply solutions to meet the increase in water demands for their developments. The supply solutions should be included in the development approval process with the City.

Water Supply Options Study 1 lump sum - $100,000
Study
A groundwater recharge study is recommended to perform field investigation and testing on the sites identified in the 2023 groundwater recharge site feasibility study completed by WPGSA. This study will also further evaluate whether
implementation of recharge is viable in the City.

Groundwater Recharge Study 1 lump sum - $150,000
Study An ASR well study is recommended to investigate the feasibility of implementing ASR capabilities in future wells. ASR Wells Study 1 lump sum - $100,000 Study
The City should update the 2019 Reclamation Master Plan and continue to work with developers and Lincoln Sewer
Maintenance District 1 Wastewater Authority (LiSWA) to
maximize the future use of recycled water to offset
potable demands.

Recycled Water Feasibility Study 1 lump sum - $350,000
Subtotal - Other Improvements $0 $700,000
Total 5-Year System Capital Improvements $66,652,000 $100,344,000 10-Year System
Supply Improvements
Village 5 Supply (ASR Wells) Improves supply reliability for increased demands in the 10-Year Phase. Construction of 2 new ASR wells, equipped with backup power. 2 wells $5,763,000 $8,615,000 Subtotal - Supply Improvements $5,763,000 $8,615,000
Pressure Reducing Station Improvements
Village 1 Pressure Reducing
Station
Provides main supply from the 575 Pressure Zone to the new 450 Pressure Zone.

New PRS for the 450 Pressure Zone. 1 PRS $324,000 $484,000 Village 1 Pressure Reducing
Station
Provides emergency supply from the 610 Pressure Zone to the new 450 Pressure Zone.

New PRS for the 450 Pressure Zone. 1 PRS $324,000 $484,000 Village 1 Pressure Reducing
Station
Provides emergency supply from the new 450 Pressure Zone to the 375 Pressure Zone. New PRS for the 450 Pressure Zone. 2 PRS $647,000 $967,000 Subtotal - Pressure Reducing Station Improvements $1,295,000 $1,935,000 Pipeline Improvements
Lincoln 270 Pipeline New 18-inch diameter pipelines 4,150 LF $2,864,000 $4,281,000 Pipeline New 12-inch diameter pipelines 9,390 LF $4,555,000 $6,809,000 Pipeline New 16-inch diameter pipelines 3,670 LF $2,349,000 $3,512,000 Pipeline New 18-inch diameter pipelines 4,830 LF $3,333,000 $4,983,000 Village 5 Pipeline New 18-inch diameter pipelines 3,120 LF $2,153,000 $3,219,000 Village 7 Pipeline New 12-inch diameter pipelines 3,495 LF $1,696,000 $2,535,000 Subtotal - Pipeline Improvements $16,950,000 $25,339,000 Total 10-Year System Capital Improvements $24,008,000 $35,889,000 City
Provides pipelines to support future development areas.

Village 1
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Water Master Plan Update
January 2026 452
Table 10-3. Recommended Capital Improvement Projects(a) Responsible Party Improvement Type Justification Improvement Description Construction Cost,
dollars (b,c)
Capital Cost, dollars
(includes markups)(b,d) Quantity and Unit
15-Year System
Supply Improvements
Village 5 Supply (ASR Wells) Improves supply reliability for increased demands in the 15-Year Phase. Construction of 2 new ASR wells, equipped with backup power. 2 wells $5,763,000 $8,615,000 Subtotal - Supply Improvements $5,763,000 $8,615,000
Storage and Pumping Improvements
Above-Ground
Concrete Storage Tank Construction of Village 5 Tank #2 2 MG $4,700,000 $7,027,000 Storage Tank
Pump Station
Village 5 Tank #2 Pump Station, equipped with backup power 3 mgd $2,000,000 $2,990,000 Subtotal - Storage and Pumping Improvements $6,700,000 $10,017,000 Pipeline Improvements
Lincoln 270 Pipeline New 18-inch diameter pipelines 200 LF $138,000 $207,000 Pipeline New 12-inch diameter pipelines 7,870 LF $3,817,000 $5,707,000 Pipeline New 18-inch diameter pipelines 24,265 LF $16,743,000 $25,031,000 Pipeline New 12-inch diameter pipelines 3,370 LF $1,635,000 $2,444,000 Pipeline New 18-inch diameter pipelines 8,105 LF $5,593,000 $8,361,000 Jack & Bore Jack & Bore is needed for portions of 18-inch diameter pipeline crossing Southern Pacific Railroad 60 LF $86,000 $128,000 Subtotal - Pipeline Improvements $28,012,000 $41,878,000 Total 15-Year System Capital Improvements $40,475,000 $60,510,000 20-Year System
Supply Improvements
Village 5 Supply (ASR Wells) Improves supply reliability for increased demands in the 20-Year Phase. Construction of 1 new ASR well, equipped with backup power. 1 wells $2,882,000 $4,308,000 Subtotal - Supply Improvements $2,882,000 $4,308,000
Pipeline Improvements
Village 5 Pipeline Provides pipelines to support future development areas. New 12-inch diameter pipelines 17,095 LF $8,292,000 $8,292,000 Subtotal - Pipeline Improvements $8,292,000 $8,292,000
Total 20-Year System Capital Improvements $11,174,000 $12,600,000 Buildout System
Supply Improvements
Village 2, Village 3,
Village 4, and SUD-A Supply (ASR Wells) Construction of 10 new ASR wells, equipped withbackup power. 10 wells $28,811,000 $43,073,000 Village 6 and SUD-C Supply (ASR Wells) Construction of 3 new ASR wells, equipped with backup power. 3 wells $8,644,000 $12,922,000 Subtotal - Supply Improvements $37,455,000 $55,995,000
Storage and Pumping Improvements
Above-Ground
Concrete Storage Tank Construction of Village 2 Tank 5 MG $8,200,000 $12,259,000 Storage Tank
Pump Station
Village 2 Tank Pump Station, equipped with backup power 6.5 mgd $2,822,000 $4,218,000 Above-Ground
Concrete Storage Tank Construction of Airport Tank 3 MG $6,000,000 $8,970,000 Storage Tank
Pump Station
Airport Tank Pump Station, equipped with backup power 4 mgd $2,238,000 $3,345,000 Subtotal - Storage and Pumping Improvements $19,260,000 $28,792,000 Provides pipelines to support future development areas.

Village 7
Addresses supply deficit and Improves supply reliability for increased demands in Buildout.

Village 2, Village 3,
Village 4, and SUD-A
Addresses projected future storage deficit in the 375 West Zone as a result of increased demands in Buildout.

Addresses projected future storage deficit in the 375 West Zone as a result of increased demands in Buildout.

Addresses projected future storage deficit in the 375 West Zone as a result of increased demands in the 15-Year Phase. Sizing of facilities accounts for increased demands in the 20-Year Phase.

Village 5
Village 5
N-C-209-60-24-56-E-CH10-CIP

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City of Lincoln
Water Master Plan Update
January 2026 453
Table 10-3. Recommended Capital Improvement Projects(a) Responsible Party Improvement Type Justification Improvement Description Construction Cost,
dollars (b,c)
Capital Cost, dollars
(includes markups)(b,d) Quantity and Unit
Pipeline Improvements
Pipeline New 12-inch diameter pipelines 30,665 LF $14,873,000 $22,235,000 Pipeline New 16-inch diameter pipelines 2,320 LF $1,485,000 $2,220,000 Pipeline New 18-inch diameter pipelines 126,200 LF $87,078,000 $130,182,000 Pipeline New 24-inch diameter pipelines 10,645 LF $8,942,000 $13,368,000 Jack & Bore Jack & Bore is needed for portions of 12-inch diameter pipeline crossing Southern Pacific Railroad 120 LF $129,000 $192,000 Jack & Bore Jack & Bore is needed for portions of 18-inch diameter pipeline crossing Southern Pacific Railroad 180 LF $256,000 $383,000 Pipeline New 12-inch diameter pipelines 26,595 LF $12,899,000 $19,284,000 Pipeline New 18-inch diameter pipelines 47,725 LF $32,931,000 $49,231,000 Jack & Bore Jack & Bore is needed for portions of 18-inch diameter pipeline crossing Southern Pacific Railroad 60 LF $86,000 $128,000 Subtotal - Pipeline Improvements $158,679,000 $237,223,000 Total Buildout System Capital Improvements $186,583,000 $322,010,000 Total Capital Improvements $333,382,000 $538,539,000
(a) Costs shown are based on August 2025 CCI of 20-cities average (13913.52). (b) Costs rounded to the nearest $1,000.
(c) Estimated construction costs reflect typical conditions and do not account for construction uncertainties or reflect economic bidding climate. Costs include construction contingency of 15 percent from base construction costs (d) Costs include project contingencies equal to 30 percent (Engineering: 10 percent; Construction Management: 10 percent; Program Implementation, CEQA, Legal: 10 percent).

Provides pipelines to support future development areas.

Village 2, Village 3,
Village 4, and SUD-A
Village 6 and SUD-C
N-C-209-60-24-56-E-CH10-CIP

Page 4 of 4 ends

City of Lincoln
Water Master Plan Update
January 2026 454
Chapter 10
Capital Improvement Program
N-C-206-60-24-56-WP-R-WMP
10-11 City of Lincoln
Water Master Plan Update
January 2026
In addition to the capacity-related improvementsin Table 10-2, the following studies were recommended:

Water Supply Options Study, Groundwater Recharge Study, ASR Wells Study, and Recycled Water Feasibility Study. These projects are included to improve system and/or water supply reliability and are described in detail in Chapter 8. These recommendations are also summarized in Table 10-3, along with their associated timing and estimated costs which are assumed to be funded by the City.

10.2.4 Recommended Rehabilitation and Replacement Programs Chapter 9 provided an overview of recommended enhancements to the City’s existing R&R programs that will allow the City to replace aging infrastructure on a proactive and programmatic basis before system assets fail and require emergency repair and/or replacement.

As discussed in Section 9.4.1, the City’s current Water CIP Replacement Plan, the RUL estimates, and other projects identified by the City were used to develop a 10-Year Pipeline R&R Program that includes pipeline replacement lengths and associated replacement costs for each year. After Year 10 of the R&R Program, there are several years where no pipelines reach the end of their useful life. These assets will create a “replacement wave” where a significant number of assets reach the end of useful life around the same time, requiring simultaneous replacement or upgrades. To proactively plan for the wave of replacements, it is recommended the City implement a staggered replacement strategy, establish a long-term capital reserve fund, and continue and enhance the collaborative approach. Details on each of these recommendations are discussed further in Section 9.4.2.

10.3 BASIS OF RECOMMENDATIONS
The evaluations described in this WMPU and the recommended CIP presented in this chapter are based on several key assumptions which are described throughout this report. These assumptions include the timing, type, and extent of future development projects within the City. The current assumptions for future planned development, used for this WMPU, are described in Chapter 3. Should these assumptions change (e.g., development timing is expedited or delayed, future planned land uses are changed, or the extent of development is changed or does not occur at all) the timing, need and sizing for water system improvements may be affected. Before the City proceeds with the design and construction of recommended water system improvements, future development plans and associated water system facility capacity needs should be reviewed and confirmed. As discussed in Chapter 1, this 2025 WMPU is a living document and will be updated every 5 to 8 years to incorporate new information and updates that occur after its completion.
455
Resolution No. 2026-XXX

Page 1 of 1 ends

RESOLUTION 2026-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LINCOLN APPROVING THE 2026 WATER MASTER PLAN UPDATE
WHEREAS, the City Council approved a contract with West Yost to prepare the Water Master Plan Update in March 2024; and
WHEREAS, the contract scope of work has been performed by West Yost, and the 2026 Water Master Plan Update are completed and ready for approval; and WHEREAS, the Water Master Plan Update is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15061(b)(3) because it has no potential to impact the environment and pursuant to section 15262 because it is a planning study for future action which the City is not approving at this time.

NOW THEREFORE BE IT RESOLVED:

The City Council of the City of Lincoln does hereby resolve to accept the 2026 Water Master Plan Update as complete, and ready for use and implementation.

PASSED AND ADOPTED this 10th day of March, 2026 by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
___________________________
Richard Pearl, Mayor
ATTEST:

Hope Ithurburn, City Clerk
456
SUBJECT: Adopt a Resolution Accepting the Notice of Completion for the McBean Pool Resurfacing Capital Improvement Project (CIP 703). (Jonnelyn Espartero)
SUBMITTED BY: Jonnelyn Espartero
DEPARTMENT: Engineering
DATE: March 10, 2026
Item Number 8.E
STAFF RECOMMENDATION:

Staff recommends the City Council adopt a resolution accepting the McBean Pool Resurfacing Capital Improvement Project (CIP) 703, and authorizing the City Clerk to file the Notice of Completion with the Placer County Recorder (Attachment B).

BACKGROUND/INTRODUCTION:

The Capital Improvement Program (CIP) for FY 2025/27 includes CIP 703 – McBean Pool Resurfacing project. On October 14, 2025, the City Council approved Resolution 2025-153, authorizing a budget augmentation and the City Manager to execute a Construction Agreement with Adams Pool Specialties in the amount of $278,645, and authorizing the City Engineer to approve change orders not to exceed $27,865.

The project has been completed and included replastering of the existing pool, replacement of the pool drains, waterline tiles, LED pool lights, and repair of the autofill system.

FINDINGS/ANALYSIS:

Final inspection of the improvements was performed on January 29, 2026. Staff has determined that the work performed by Adams Pool Specialties is complete and in conformance with the contract terms. Adams Pool Specialties has provided a Guarantee Letter (Attachment D) and Warranty Bond (Attachment C) to guarantee the work for a period of one-year from the filing of the attached Notice of Completion.

ENVIRONMENTAL REVIEW:

The proposed project qualifies for a categorical/statutory exemption under C.C.R. section § 15301 and thereby is exempt from further environmental review under the California

STAFF REPORT
457
Environmental Quality Act Guidelines.

FISCAL IMPACT:

Budgeted
CIP 703 McBean Pool Resurfacing
Fund 2850 (Maintenance CFD Local) $123,500
Fund 2850 (Maintenance CFD Local) – Budget Augmentation $105,335 Fund 2870 (Maintenance CFD Citywide) $123,500
Fund 2870 (Maintenance CFD Citywide) – Budget Augmentation $ 4,175 Total $356,510
Actual Construction Costs
Construction $278,645
Placer County Notice of Exemption $ 52
Placer County Environmental Health Fee $ 645
Total $279,342
Budget Remaining
Fund 2850 $ 77,168
Total $ 77,168
ATTACHMENTS:

McBean Park Pool Resurfacing NOC.DOC2.Attachment
A_Resolution.2026March10.jespartero.docx
McBean Park Pool Resurfacing NOC.DOC4.Attachment C_Warranty Bond.2026March10.jespartero.pdf
McBean Park Pool Resurfacing NOC.DOC5.Attachment D_Guarantee Letter.2026March10.jespartero.pdf
McBean Park Pool Resurfacing NOC.DOC3.Attachment B_Notice of Completion.2026March10.jespartero.docx
458
459
Resolution No. 2026-XXX

Page 1 of 2 ends

RESOLUTION 2026-XXX

A RESOLUTION ACCEPTING MCBEAN POOL RESURFACING PROJECT, CIP 703, AS COMPLETE AND AUTHORIZING THE CITY CLERK TO FILE THE NOTICE

OF COMPLETION WITH THE PLACER COUNTY RECORDER
WHEREAS, on October 14, 2025, the City Council authorized the City Manager to execute a construction contract with Adams Pool Specialties for the construction of the McBean Pool Resurfacing Project; and
WHEREAS, all work with the above contract was completed on January 29, 2026, in accordance with the contract documents; and
WHEREAS, staff recommends to the City Council that said project be accepted and a Notice of Completion be filed by the City Clerk with the Placer County Recorder.

NOW THEREFORE BE IT RESOLVED:

Section 1. The City Council of the City of Lincoln authorizes:
a. Construction on the above-mentioned contract to be accepted as complete in accordance with the plans and specifications.
b. The City Clerk to execute and record the Notice of Completion on said contract and project on behalf of the City of Lincoln.
c. Finance to release remaining/available funds from the completed project upon notification from the City Engineer or designee.

PASSED AND ADOPTED this 10th day of March, 2026 by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
___________________________
Richard Pearl, Mayor
ATTEST:
460
Resolution No. 2026-XXX

Page 2 of 2 ends

Hope Ithurburn, City Clerk
461
462
463
464
465
466
RECORDING REQUEST BY:

City Clerk
City of Lincoln
WHEN RECORDED MAIL TO:

City Clerk
City of Lincoln
600 Sixth Street
Lincoln, California 95648
(Exempt from recording fees Govt. Code 27383)

NOTICE OF COMPLETION
McBean Pool Resurfacing Project CIP 703
Owner: City of Lincoln
600 6th Street
Lincoln, CA 95648
County of Placer
State of California
NOTICE IS HEREBY GIVEN that on the 29th day of January, 2026, a Final Inspection on the McBean Pool Resurfacing Project of the certain work described and awarded in contract to Adams Pool Specialties, and which was entered into on October 14, 2025, was performed, and all work was found to be in accordance with the specifications of said work filed with the City Clerk and adopted by the City Council of said City.

That said work of the McBean Pool Resurfacing Project was completed on January 29, 2026, and accepted by the City Council of the City of Lincoln on March 10, 2026.

That the name of the surety on the contractor’s bond for payment on said contract is Merchants Bonding Company, an Iowa corporation. The scope of work for this project included replastering of the existing pool, replacement of the pool drains, waterline tiles, LED pool lights, and repair of the autofill system.

CITY OF LINCOLN
BY:

Hope Ithurburn, City Clerk
I certify (or declare) under penalty of perjury that the foregoing is true and correct.

Date Signature
City of Lincoln
600 6th Street
Lincoln, CA 95648_________
Place
467
SUBJECT: Adopt a Resolution Authorizing the City Manager to Execute the Ferrari Ranch Road Public Highway At-Grade Crossing Agreement. (Araceli Cazarez)
SUBMITTED BY: Araceli Cazarez
DEPARTMENT: Engineering
DATE: March 10, 2026
Item Number 8.F
STAFF RECOMMENDATION:

Staff recommends that City Council adopt a resolution authorizing the City Manager to execute (1) a Public Highway At-Grade Crossing Agreement for Ferrari Ranch Road with Union Pacific Railroad (UPRR), and (2) Amendment No.4 to the Professional Services Agreement with Mark Thomas for final engineering and construction support services in the amount of $80,900.

BACKGROUND/INTRODUCTION:

The purpose of the project is to construct pedestrian improvements and upgrades to the existing UPRR at-grade crossing. Currently there is no safe path of travel to get across the railroad tracks to Lincoln Boulevard from Ferrari Ranch Road.

On July 16, 2021, a contract was executed with Mark Thomas for the Ferrari Ranch Road UPRR Crossing Project that included preliminary engineering services needed to review the existing GO-88-B, coordinate with UPRR as necessary, and to prepare the plans, specifications, and estimate (PS&E) in the amount of $15,908. The contract was subsequently amended on September 28, 2021, January 24, 2022, and May 23, 2023.

The project has undergone several diagnostic field meetings per UPRR’s determination. The outcome of these meetings has resulted in additional project requirements not accounted for initially. UPRR has determined that their signal equipment needs to be upgraded to current standards because of this pedestrian improvement project. This determination impacted the project budget and schedule significantly as the City has been waiting for this agreement from UPRR since July 2025.

FINDINGS/ANALYSIS:

Allowing for the execution of the agreements and task order amendment to Mark Thomas’ contract will facilitate the Ferrari Ranch Road Pedestrian Improvements Project to move into construction. Since the City has received the At-grade Crossing Agreement from UPRR, Mark Thomas will incorporate items pertaining to the construction of the project, that are noted in the

STAFF REPORT
468
agreement, into the final plans and specifications.

FISCAL IMPACT:

Budgeted
CIP 600 Ferrari Ranch Road UPRR Crossing
Fund 2400 $1,500,000
Fund 2230 $ 515,000
Fund 2210 $ 375,095
Total Budgeted: $2,390,095
Project Costs
Mark Thomas - Design $133,000
UPRR Design $ 49,615
Bear Electric $ 37,042
Project Cost Total $219,657
Remaining Estimated Project Costs
Final Design/Construction Support – Mark Thomas $ 80,900 Construction UPRR Agreement $1,005,321
Construction – Pedestrian Improvements $ 580,000
Construction Inspection (30%) $ 174,000
Total Estimated Remaining Costs $1,840,221
Anticipated Budgeted Remaining $549,874
ATTACHMENTS:

Attachment A - 0187912 Public Highway At Grade Crossing (Ferrari Ranch Rd) DOT 753235P Lincoln CA.pdf
Attachment B - Task Order AM #4-MarkThomasPartially executed.pdf Resolution_2026-XXX.docx
469
1 UP Real Estate Project No.: 0187912

PUBLIC HIGHWAY AT-GRADE CROSSING AGREEMENT
Ferrari Ranch Road
DOT 753235P
MP 116.08 – Valley Subdivision
Lincoln, Placer County, California
THIS AGREEMENT ("Agreement") is made and entered into as of the ____ day of ___________, 20____ ("Effective Date"), by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, to be addressed at Real Estate Department, 1400 Douglas Street, Mail Stop 1690, Omaha, Nebraska 68179 (”Railroad") and CITY OF LINCOLN, a municipal corporation or political subdivision of the State of California to be addressed at 600 Sixth Street, Lincoln, California 95648 ("Political Body").

RECITALS:

By instrument dated November 6, 1997, the Southern Pacific Transportation Company and the Political Body entered into an agreement (the “Original Agreement”) covering the construction, use, maintenance and repair of an at grade public road crossing over Ferrari Ranch Road, DOT Number 753235P at Railroad’s Milepost 116.08 on Railroad’s Valley Subdivision at or near Lincoln, Placer County, California.

The Railroad named herein is successor in interest to the Southern Pacific Transportation Company.

The Political Body now desires to undertake as its project (the “Project”) the reconstruction and widening of the road crossing that was constructed under the Original Agreement to add pedestrian facilities. The road crossing, as reconstructed and widened is hereinafter the “Roadway” and the portion of the Railroad's property where the Roadway crosses the Railroad’s property is the “Crossing Area.” The right of way granted by the Southern Pacific Transportation Company to the Political Body under the terms of the Original Agreement or a separate document is not sufficient to allow for the reconstruction and widening of the Roadway. Therefore, under this Agreement, the Railroad will be granting additional rights to the Political Body to facilitate the reconstruction and widening of the Roadway. The portion of Railroad’s property that Political Body needs to use in connection with the Roadway (including the right of way area covered under the Original Agreement or in a separate document) is shown on the print marked Exhibit A and the Political Body’s type, size and location prints of the Project marked Exhibit A-1, with each exhibit being attached hereto and hereby made a part hereof (the “Crossing Area”).
470
2 In support of its Project, the Political Body has requested the Railroad’s cooperation in connection with installing grade crossing protection devices and installing the necessary relays and other materials required to interconnect and coordinate the operation of said railroad grade crossing protection devices with the operation of highway traffic control signals. Said work is to be performed at the sole expense of Political Body.

The Railroad and the Political Body are entering into this Agreement to cover the above.

AGREEMENT:

NOW, THEREFORE, it is mutually agreed by and between the parties hereto as follows:

Section 1. EXHIBIT B
The general terms and conditions marked Exhibit B, are attached hereto and hereby made a part hereof.

Section 2. RAILROAD GRANTS RIGHT
For and in consideration of the sum of One Thousand Five Hundred Dollars ($1,500.00) to be paid by the Political Body to the Railroad upon the execution and delivery of this Agreement and in further consideration of the Political Body’s agreement to perform and comply with the terms of this Agreement, the Railroad hereby grants to the Political Body the right to construct, maintain and repair the Roadway over and across the Crossing Area.

For and in consideration of One Thousand Five Hundred Dollars ($1,500.00), the Railroad hereby grants to the Political Body a temporary construction area on the Railroad’s property as described and shown on Exhibit A. The Political Body’s use of such property shall be subject to the terms and conditions of this Agreement and the obligation of the Political Body and its contractors to comply with such provisions. The temporary construction area granted herein shall commence as of the effective date of this Agreement and continue for twenty-four (24) months, or until the project has been completed, whichever occurs earlier.

For purposes of advanced signal preemption, Railroad hereby grants permission and authority to Political Body and/or its Contractor (as defined below) to install the conduit with the necessary wiring on Railroad right of way on the condition that prior to performing any work on Railroad's property, Political Body shall, or shall require its Contractor to, notify the Railroad and/or enter into a right of entry agreement with Railroad, as applicable pursuant to the terms and conditions of this Agreement. 471
3 Section 3. DEFINITION OF CONTRACTOR
For purposes of this Agreement the term “Contractor” shall mean the contractor or contractors hired by the Political Body to perform any Project work on any portion of the Railroad’s property and shall also include the Contractor’s subcontractors and the Contractor’s and subcontractor’s respective employees, officers and agents, and others acting under its or their authority.

Section 4. CONTRACTOR'S RIGHT OF ENTRY AGREEMENT - INSURANCE A. Prior to Contractor performing any work within the Crossing Area and any subsequent maintenance and repair work, the Political Body shall require the Contractor to:
• execute the Railroad's then current Contractor's Right of Entry Agreement • obtain the then current insurance required in the Contractor’s Right of Entry Agreement; and
• provide such insurance policies, certificates, binders and/or endorsements to the Railroad.

B. The Railroad's current Contractor's Right of Entry Agreement is marked Exhibit D, attached hereto and hereby made a part hereof. The Political Body confirms that it will inform its Contractor that it is required to execute such form of agreement and obtain the required insurance before commencing any work on any Railroad property.

Under no circumstances will the Contractor be allowed on the Railroad's property without first executing the Railroad's Contractor's Right of Entry Agreement and obtaining the insurance set forth therein and also providing to the Railroad the insurance policies, binders, certificates and/or endorsements described therein.

C. All insurance correspondence, binders, policies, certificates and/or endorsements shall be sent to:

Manager - Contracts
Union Pacific Railroad Company
Real Estate Department
1400 Douglas Street, Mail Stop 1690
Omaha, NE 68179-1690
UP Project No. 0187912
D. If the Political Body's own employees will be performing any of the Project work, the Political Body may self-insure all or a portion of the insurance coverage subject to the Railroad's prior review and approval.
472
4 Section 5. FEDERAL AID POLICY GUIDE
If the Political Body will be receiving any federal funding for the Project, the current rules, regulations and provisions of the Federal Aid Policy Guide as contained in 23 CFR 140, Subpart I and 23 CFR 646, Subparts A and B are incorporated into this Agreement by reference.

Section 6. NO PROJECT EXPENSES TO BE BORNE BY RAILROAD
The Political Body agrees that no Project costs and expenses are to be borne by the Railroad. In addition, the Railroad is not required to contribute any funding for the Project.

Section 7. WORK TO BE PERFORMED BY RAILROAD; BILLING SENT TO POLITICAL BODY; POLITICAL BODY'S PAYMENT OF BILLS
A. The work to be performed by the Railroad, at the Political Body's sole cost and expense, is described in the Railroad's Material and Force Account Estimate dated January 29, 2025, marked Exhibit C, attached hereto and hereby made a part hereof (the "Estimate"). As set forth in the Estimate, the Railroad's estimated cost for the Railroad's work associated with the Project is One Million Two Thousand Three Hundred Twenty-One Dollars ($1,002,321.00).

B. The Railroad, if it so elects, may recalculate and update the Estimate submitted to the Political Body in the event the Political Body does not commence construction on the portion of the Project located on the Railroad’s property within six (6) months from the date of the Estimate.

C. The Political Body acknowledges that the Estimate may not include any estimate of flagging or other protective service costs that are to be paid by the Political Body or the Contractor in connection with flagging or other protective services provided by the Railroad in connection with the Project. All of such costs incurred by the Railroad are to be paid by the Political Body or the Contractor as determined by the Railroad and the Political Body. If it is determined that the Railroad will be billing the Contractor directly for such costs, the Political Body agrees that it will pay the Railroad for any flagging costs that have not been paid by any Contractor within thirty (30) days of the Contractor's receipt of billing.

D. The Railroad shall send progressive billing to the Political Body during the Project and final billing to the Political Body within three hundred sixty-five (365) days after receiving written notice from the Political Body that all Project work affecting the Railroad's property has been completed and the Project Manager has closed the Project work order and notified the Political Body.

E. The Political Body agrees to reimburse the Railroad within thirty (30) days of its receipt of billing from the Railroad for one hundred percent (100%) of all actual costs 473
5 incurred by the Railroad in connection with the Project including, but not limited to, all actual costs of engineering review (including preliminary engineering review costs incurred by Railroad prior to the Effective Date of this Agreement), construction, inspection, flagging (unless flagging costs are to be billed directly to the Contractor), procurement of materials, equipment rental, manpower and deliveries to the job site and all direct and indirect overhead labor/construction costs including Railroad's standard additive rates.

Section 8. PLANS
A. The Political Body, at its expense, shall prepare, or cause to be prepared by others, the detailed plans and specifications for the Project and the Structure and submit such plans and specifications to the Railroad’s Assistant Vice President Engineering-Design, or his authorized representative, for prior review and approval. The plans and specifications shall include all Roadway layout specifications, cross sections and elevations, associated drainage, and other appurtenances.

B. The final one hundred percent (100%) completed plans that are approved in writing by the Railroad’s Assistant Vice President Engineering-Design, or his authorized representative, are hereinafter referred to as the “Plans”. The Plans are hereby made a part of this Agreement by reference.

C. No changes in the Plans shall be made unless the Railroad has consented to such changes in writing.

D. The Railroad's review and approval of the Plans will in no way relieve the Political Body or the Contractor from their responsibilities, obligations and/or liabilities under this Agreement, and will be given with the understanding that the Railroad makes no representations or warranty as to the validity, accuracy, legal compliance or completeness of the Plans and that any reliance by the Political Body or Contractor on the Plans is at the risk of the Political Body and Contractor.

Section 9. NON-RAILROAD IMPROVEMENTS
A. Submittal of plans and specifications for protecting, encasing, reinforcing, relocation, replacing, removing and abandoning in place all non-railroad owned facilities (the "Non Railroad Facilities") affected by the Project including, without limitation, utilities, fiber optics, pipelines, wirelines, communication lines and fences is required under Section 8. The Non Railroad Facilities plans and specifications shall comply with Railroad's standard specifications and requirements, including, without limitation, American Railway Engineering and Maintenance-of-Way Association ("AREMA") standards and guidelines. Railroad has no obligation to supply additional land for any Non Railroad Facilities and does not waive its right to assert preemption defenses, challenge the right-to-take, or pursue compensation in any condemnation action, regardless if the submitted Non Railroad Facilities plans and specifications comply with 474
6 Railroad's standard specifications and requirements. Railroad has no obligation to permit any Non Railroad Facilities to be abandoned in place or relocated on Railroad's property.

B. Upon Railroad's approval of submitted Non Railroad Facilities plans and specifications, Railroad will attempt to incorporate them into new agreements or supplements of existing agreements with Non Railroad Facilities owners or operators.

Railroad may use its standard terms and conditions, including, without limitation, its standard license fee and administrative charges when requiring supplements or new agreements for Non Railroad Facilities. Non Railroad Facilities work shall not commence before a supplement or new agreement has been fully executed by Railroad and the Non Railroad Facilities owner or operator, or before Railroad and Political Body mutually agree in writing to (i) deem the approved Non Railroad Facilities plans and specifications to be Plans pursuant to Section 8B, (ii) deem the Non Railroad Facilities part of the Structure, and (iii) supplement this Agreement with terms and conditions covering the Non Railroad Facilities.

Section 10. EFFECTIVE DATE; TERM; TERMINATION
A. This Agreement is effective as of the Effective Date first herein written and shall continue in full force and effect for as long as the Roadway remains on the Railroad’s property.

B. The Railroad, if it so elects, may terminate this Agreement effective upon delivery of written notice to the Political Body in the event the Political Body does not commence construction on the portion of the Project located on the Railroad’s property within twelve (12) months from the Effective Date.

C. If the Agreement is terminated as provided above, or for any other reason, the Political Body shall pay to the Railroad all actual costs incurred by the Railroad in connection with the Project up to the date of termination, including, without limitation, all actual costs incurred by the Railroad in connection with reviewing any preliminary or final Project Plans.

Section 11. CONDITIONS TO BE MET BEFORE

POLITICAL BODY CAN COMMENCE WORK
Neither the Political Body nor the Contractor may commence any work within the Crossing Area or on any other Railroad property until:
(i) The Railroad and Political Body have executed this Agreement. (ii) The Railroad has provided to the Political Body the Railroad’s written approval of the Plans.
(iii) Each Contractor has executed Railroad’s Contractor’s Right of Entry Agreement and has obtained and/or provided to the Railroad the insurance 475
7 policies, certificates, binders, and/or endorsements required under the Contractor’s Right of Entry Agreement.
(iv) Each Contractor has given the advance notice(s) required under the Contractor's Right of Entry Agreement to the Railroad Representative named in the Contactor's Right of Entry Agreement.

Section 12. FUTURE PROJECTS
Future projects involving substantial maintenance, repair, reconstruction, renewal and/or demolition of the Roadway shall not commence until Railroad and Political Body agree on the plans for such future projects, cost allocations, right of entry terms and conditions and temporary construction rights, terms and conditions.

Section 13. ASSIGNMENT; SUCCESSORS AND ASSIGNS
A. Political Body shall not assign this Agreement without the prior written consent of Railroad.

B. Subject to the provisions of Paragraph A above, this Agreement shall inure to the benefit of and be binding upon the successors and assigns of Railroad and Political Body.

Section 14. SPECIAL PROVISIONS PERTAINING TO AMERICAN
RECOVERY AND REINVESTMENT ACT OF 2009
If the Political Body will be receiving American Recovery and Reinvestment Act ("ARRA") funding for the Project, the Political Body agrees that it is responsible in performing and completing all ARRA reporting documents for the Project. The Political Body confirms and acknowledges that Section 1512 of the ARRA provisions applies only to a "recipient" receiving ARRA funding directing from the federal government and, therefore, (i) the ARRA reporting requirements are the responsibility of the Political Body and not of the Railroad, and (ii) the Political Body shall not delegate any ARRA reporting responsibilities to the Railroad. The Political Body also confirms and acknowledges that (i) the Railroad shall provide to the Political Body the Railroad's standard and customary billing for expenses incurred by the Railroad for the Project including the Railroad's standard and customary documentation to support such billing, and (ii) such standard and customary billing and documentation from the Railroad provides the information needed by the Political Body to perform and complete the ARRA reporting documents. The Railroad confirms that the Political Body and the Federal Highway Administration shall have the right to audit the Railroad's billing and documentation for the Project as provided in Section 11 of Exhibit B of this Agreement.
476
8 Section 15. TERMINATION OF ORIGINAL AGREEMENT
Upon the completion of the Roadway, the Original Agreement shall terminate and the terms and conditions of this Agreement shall govern the use, maintenance and repair of the Roadway.

Section 16. SIGNAL PREEMPTION
A. Political Body and Railroad, severally and collectively, agree to interconnect and coordinate the operation of the railroad grade crossing protection devices with the operation of the highway traffic control signals at the Crossing Area, in accordance with the design schematic marked Exhibit E, hereto attached and hereby made a part hereof (the “Designs”).

B . Political Body, at its expense, shall furnish all material, labor, equipment and supervision for the installation and maintenance of highway traffic control signals at the Crossing Area, as applicable in accordance with the Designs.

C. Railroad, at Political Body’s expense, shall furnish all material, labor, equipment and supervision for the work described in the Estimate(s) and in accordance with the Designs, including, as applicable, installation of signals and/or appurtenances and installation of the necessary relays and other materials required to interconnect and coordinate the operation of the highway traffic control signals to be installed by the Political Body.

D. Each party shall take all suitable precautions to prevent any interference (by induction, leakage of electricity or otherwise) with the operation of the other party’s signals or communications lines, or those of its tenants; and if, at any time, the operation or maintenance of its signals results in any electrostatic effects, the party whose signals are causing the interference shall, at its expense, immediately take such action as may be necessary to eliminate such interference.

E. Except as set forth in this Section, Political Body shall not be liable to Railroad on account of any failure of Railroad's warning devices to operate properly, nor shall Railroad have or be entitled to maintain any action against Political Body arising from any failure from Railroad's warning devices to operate properly. Similarly, Railroad shall not be liable to Political Body on account of any failure of Political Body’s traffic signal to operate properly, nor shall Political Body have or be entitled to maintain any action against Railroad arising from any failure of Political Body’s traffic signal to operate properly.

Section 17. ANNUAL SIGNAL MAINTENANCE FEE
A. Effective as of three years from effective date of this Agreement or the date of installation and/or the in-service date of the new and/or improved or existing Grade Crossing Signal System(s) ("Signal System”), the Political Body, in addition to maintaining 477
9 at its sole cost and expense the portion of the Roadway described in Section 2 of Exhibit B, agrees to pay to Railroad the sum of Eight Hundred Thirty-Five Dollars ($835.00) per annum, payable annually in advance, as payment for Railroad's maintenance of the Signal System that is installed at the Roadway. The annual signal maintenance fee is calculated as shown on the attached Exhibit F, attached hereto and made a part hereof.

B. The above annual signal maintenance fee for Railroad's maintenance of the Signal System is based on the number of current signal units installed at the Roadway. If the Signal System is improved and/or altered in any way, the Political Body must notify the Railroad in writing and the annual signal maintenance fee will be increased at a rate based on the American Railway Engineering and Maintenance of Way Association (AREMA) signal unit cost index. If the Political Body fails to notify Railroad of any improvement or alteration to the Signal System, the Railroad may increase the annual signal maintenance fee at a rate based on the AREMA signal unit cost index any time after the date of installation and/or improvement of the Signal System. The signal unit base for the annual signal maintenance fee may also be re-determined by the Railroad at any time subsequent to the expiration of five (5) years following the date on which the annual signal maintenance fee was last determined or established. Any such changes in the annual signal maintenance fee referenced in Article 2 may be made by means of automatic adjustment in billing.
478
10 IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed as of the Effective Date first herein written.

UNION PACIFIC RAILROAD COMPANY
(Federal Tax ID #94-6001323)
By: _________________________________
Printed Name: ________________________
Title: ________________________________

CITY OF LINCOLN
By: ________________________________
Printed Name: ________________________
Title: ________________________________
479

EXHIBIT A
TO

PUBLIC HIGHWAY AT-GRADE CROSSING AGREEMENT
Exhibit A will be a print showing the Crossing Area (see Recitals) 480
481
EXHIBIT A-1
TO

PUBLIC HIGHWAY AT-GRADE CROSSING AGREEMENT
Exhibit A-1 will be the Political Body’s type, size and location prints of the Project Area (see Recitals)
482
483
484
63 61+00
2I10L (∅2 BIKE)
6J3L
6J4L
6J4U
6I10U (∅2 BIKE) FERRARI RANCH RD
LINCOLN BLVD 7J9L 4I6U 4I6L
5J1U
2I4U
2I4L
2I3L 3I5U 3I5L 8J7U 8J7L 8J8U ∅8 BIKE
1I1U c E f g h i j k a b 6 ∅6∅5 ∅8∅8 evud-d ∅3 ∅3 ∅4
evud-c ∅6 ∅1 ∅2+ OLA ∅1 ∅2P ∅4 evud-b ∅7 ∅8P ∅8 ∅7 ∅2+ OLA ∅2P ∅2 evud-a ∅5 12 3 9 4 5 6 7 8 R9-3 R9-3bPL 6 CC 45 7 8 7J5U 4I7U 4I7L 4I8U 6 9 APS(∅8P) APS(∅2P) APS(∅8P) ppb(∅2P) D1173 EX. R9-3 EX. R9-3bP EX. G66-56(CA) & M6-4 R73-3(CA) R73-2(CA) EX. G66-56(CA), M6-6, SNS, & R81(CA)(MOD) EX. R9-3 & R9-3bP EX. G66-56(CA), M6-6, & SNS D1172 D1175 D1174R9-3 EX. R73-6(CA) EX. RAIL HOUSE 111 D ∅8P CB 12 EX. PEU 4 EX. 1"C, MT 6 17 14 217 13 15 5 6 6 6 6 6 10 16 9 PGE PGE 2 ∅4 CB CB 4 13 18 J 30' UPRR

UPRR R/W

UPRR R/W UPRR R/W

UPRR R/W
R/W
EX. R73-2(CA) R13A(CA) R13A(CA) ∅6 EX. R3-1 ABO R3-1 ABO 19 20 TO SERVICE POINT CB 21 FERRARI RANCH RD

LINCOLN
BLVD RC TYPE 1 POLE & FOUND. RCAB AB POST & FOUND. RC APS RSRC APS RS RC SIGNAL HEAD RS SIGNAL HEAD RS R73-2 (CA) RS RS R73-3 (CA) RS SIGNAL HEAD RS SIGNALS R3-1 ABO RL AB LOOPS 8J6U 8J6L6 PUE R/W 6J3U 53
6J2L
6J2U 32 TO GATEWAY DR TRAFFIC SIGNAL
R/W
2I3U 4 3 5
2I2U
2I2L 4 23 TO COMMERCIAL DWY TRAFFIC SIGNAL 18 CB SC EX. 1-1/2"C, 2#12 (Ltg) SHEET FILE NO. CITY OF LINCOLN CALIFORNIA OF RS21-4117 DRAWN BY: DESIGNED BY: CHECKED BY: No. DATE DESCRIPTION BY SUBMITTED BY:

REVISION BLK. BENCHMARK INFORMATION: ELEV. X ORTHOMETRIC HEIGHTS SHOWN ARE BASED ON CITY OF LINCOLN CONTROL. BENCH MARK BM A 855, ELEVATION 127.877 AS SHOWN ON THE RECORD OF SURVEY FILED IN BOOK 16 OF SURVEYS, PAGE 105,WAS HELD. ORTHOMETRIC HEIGHTS SHOWN ARE NGVD 29. UPRR GRADE CROSSING AT FERRARI RANCH ROAD TWO WORKING DAYS BEFORE YOU DIG 227-2600 811/800 Call: TOLL FREE Underground Service Alert BE FORE YOU DIG L L AC Fehr & Peers Associates, its employees, its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet.

PLOT DATE: 5/22/2024 9:14:00 AM FILENAME: 4117b-TS.dwg Exp. REGIST ERED PROFESSIONA L ENGINEER C I V I L No. 90527 S T A T E O F C A L IFO R NIA DANIEL LEE MURPHYPRELIMINARY 12-31-23 NOT FOR CONSTRUCTION 1013 Galleria Boulevard Roseville, CA 95678 Suite 255 (916) 773-1900 100% SUBMITTAL B. WILLETT D. MURPHY 127.88 TRAFFIC SIGNAL MODIFICATION PLAN E-2 2 PROJECT NOTES (THIS SHEET ONLY): N EX. 332 CABINET W/ 2070 CONTROLLER AND BBS TO REMAIN. EX. 2"C, 1 sic. EX. 2"C, 2 dlc, 1 sic. EX. 2"C, 3#00 (120/240V SERVICE). EX. 2"C, 3 dlc, 1 sic. EX. 2"C, 2 dlc. EX. 2"C, 3 dlc. EX. 2"C, 7 dlc. EX. 2"C, 8 dlc. PULL EX. 8 DLC AND 1 SIC BACK TO THIS LOCATION, REROUTE THROUGH NEW CONDUIT BACK TO CONTROLLER CABINET, AND LAND IN CABINET AS PREVIOUSLY CONNECTED. EX. TYPE III-AF SERVICE EQUIPMENT ENCLOSURE TO REMAIN (SEE WIRING DIAGRAM SHEET E-3). 3"C, 8 DLC AND 1 SIC. EX. 3"C, 3#00 (120/240V SERVICE). EX. 2"C, 2#4 (120V SIGNAL), 4#8 (240V LIGHTING), 3#14 (PEU). EX. 1.5"C, 2#14 (RAILROAD PREEMPTION). INSTALL PULL BOX IN WALK IN A LOCATION THAT MINIMIZES THE SLACK NEEDED TO REROUTE EX. SIC AND DLC. EX. 2"C, 3#2 (120/240V SERVICE). 2"C, 2#12 (Ltg), 1#8 G. MOUNT RELOCATED 30"x30" R3-1 ABO WITH SIGNAL HEADS PER DETAIL ON SHEET E-1. INSTALL NEW LOOP WIRES INTO EX. DH. SPLICE NEW LOOPS TO EX. DLC. 123456789101112131415161718192021 ∅5 ∅1 ∅ ∅ ∅ P ∅ ∅ ∅ ∅ ∅ ∅ ∅ ∅∅ ∅ P ∅∅ ∅ ∅ ∅ P GRAPHIC SCALE 20 0 1"=20' 20 40 TRAFFIC SIGNAL REMOVAL DETAIL SCALE: 1"=30' EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED. SEE RIGHT SEE LEFT2 2P 6 7 3 OLA OLA 4 8 8 EMERGENCY VEHICLE PREEMPTION EVUDa = ∅2 + ∅5 EVUDb = ∅4 + ∅7 EVUDc = ∅1 + ∅6 EVUDd = ∅8 + ∅3 PHASE DIAGRAM STEADY DEMAND SEQUENCE ---> POSTED SPEED LINCOLN BLVD (NORTH LEG) = 40 MPH LINCOLN BLVD (SOUTH LEG) = 50 MPH FERRARI RANCH RD (EAST LEG) = 35 MPH FERRARI RANCH RD (WEST LEG) = 40 MPH 74 38 8 6 1 5 2 2

SEE ABOVE
SEE BELOW ∅7∅4 R3-1 ABO TRACK CLEARANCE ∅ ∅6 ∅1 ∅2 ∅6
2P OLA∅3 ∅8P R3-1 ABO LIMITED SERVICE 12 11
485
Public Highway At-Grade Crossing 03/01/13
Standard Form Approved, AVP-Law
1 EXHIBIT B
TO

PUBLIC HIGHWAY AT-GRADE CROSSING AGREEMENT
SECTION 1. CONDITIONS AND COVENANTS
A. The Railroad makes no covenant or warranty of title for quiet possession or against encumbrances. The Political Body shall not use or permit use of the Crossing Area for any purposes other than those described in this Agreement. Without limiting the foregoing, the Political Body shall not use or permit use of the Crossing Area for railroad purposes, or for gas, oil or gasoline pipe lines. Any lines constructed on the Railroad's property by or under authority of the Political Body for the purpose of conveying electric power or communications incidental to the Political Body's use of the property for highway purposes shall be constructed in accordance with specifications and requirements of the Railroad, and in such manner as not adversely to affect communication or signal lines of the Railroad or its licensees now or hereafter located upon said property. No nonparty shall be admitted by the Political Body to use or occupy any part of the Railroad's property without the Railroad's written consent. Nothing herein shall obligate the Railroad to give such consent.

B. The Railroad reserves the right to cross the Crossing Area with such railroad tracks as may be required for its convenience or purposes. In the event the Railroad shall place additional tracks upon the Crossing Area, the Political Body shall, at its sole cost and expense, modify the Roadway to conform with all tracks within the Crossing Area.

C. The right hereby granted is subject to any existing encumbrances and rights (whether public or private), recorded or unrecorded, and also to any renewals thereof.

The Political Body shall not damage, destroy or interfere with the property or rights of nonparties in, upon or relating to the Railroad's property, unless the Political Body at its own expense settles with and obtains releases from such nonparties.

D. The Railroad reserves the right to use and to grant to others the right to use the Crossing Area for any purpose not inconsistent with the right hereby granted, including, but not by way of limitation, the right to construct, reconstruct, maintain, operate, repair, alter, renew and replace tracks, facilities and appurtenances on the property; and the right to cross the Crossing Area with all kinds of equipment.

E. So far as it lawfully may do so, the Political Body will assume, bear and pay all taxes and assessments of whatsoever nature or kind (whether general, local or special) levied or assessed upon or against the Crossing Area, excepting taxes levied upon and against the property as a component part of the Railroad's operating property. 486
2 F. If any property or rights other than the right hereby granted are necessary for the construction, maintenance and use of the Roadway and its appurtenances, or for the performance of any work in connection with the Project, the Political Body will acquire all such other property and rights at its own expense and without expense to the Railroad.

SECTION 2. CONSTRUCTION OF ROADWAY
A. The Political Body, at its expense, will apply for and obtain all public authority required by law, ordinance, rule or regulation for the Project, and will furnish the Railroad upon request with satisfactory evidence that such authority has been obtained.

B. Except as may be otherwise specifically provided herein, the Political Body, at its expense, will furnish all necessary labor, material and equipment, and shall construct and complete the Roadway and all appurtenances thereof. The appurtenances shall include, without limitation, all necessary and proper highway warning devices (except those installed by the Railroad within its right of way) and all necessary drainage facilities, guard rails or barriers, and right of way fences between the Roadway and the railroad tracks. Upon completion of the Project, the Political Body shall remove from the Railroad's property all temporary structures and false work, and will leave the Crossing Area in a condition satisfactory to the Railroad.

C. All construction work of the Political Body upon the Railroad's property (including, but not limited to, construction of the Roadway and all appurtenances and all related and incidental work) shall be performed and completed in a manner satisfactory to the Assistant Vice President Engineering-Design of the Railroad or his authorized representative and in compliance with the Plans, and other guidelines furnished by the Railroad.

D. All construction work of the Political Body shall be performed diligently and completed within a reasonable time. No part of the Project shall be suspended, discontinued or unduly delayed without the Railroad's written consent, and subject to such reasonable conditions as the Railroad may specify. It is understood that the Railroad's tracks at and in the vicinity of the work will be in constant or frequent use during progress of the work and that movement or stoppage of trains, engines or cars may cause delays in the work of the Political Body. The Political Body hereby assumes the risk of any such delays and agrees that no claims for damages on account of any delay shall be made against the Railroad by the State and/or the Contractor.

SECTION 3. INJURY AND DAMAGE TO PROPERTY
If the Political Body, in the performance of any work contemplated by this Agreement or by the failure to do or perform anything for which the Political Body is responsible under the provisions of this Agreement, shall injure, damage or destroy any property of the Railroad or of any other person lawfully occupying or using the property of the Railroad, such property shall be replaced or repaired by the Political Body at the 487
3 Political Body's own expense, or by the Railroad at the expense of the Political Body, and to the satisfaction of the Railroad's Assistant Vice President Engineering-Design.

SECTION 4. RAILROAD MAY USE CONTRACTORS TO PERFORM WORK The Railroad may contract for the performance of any of its work by other than the Railroad forces. The Railroad shall notify the Political Body of the contract price within ninety (90) days after it is awarded. Unless the Railroad's work is to be performed on a fixed price basis, the Political Body shall reimburse the Railroad for the amount of the contract.

SECTION 5. MAINTENANCE AND REPAIRS
A. The Political Body shall, at its own sole expense, maintain, repair, and renew, or cause to be maintained, repaired and renewed, the entire Crossing Area and Roadway, except the portions between the track tie ends, which shall be maintained by the Railroad at the Political Body’s expense.

B. If, in the future, the Political Body elects to have the surfacing material between the track tie ends, or between tracks if there is more than one railroad track across the Crossing Area, replaced with paving or some surfacing material other than timber planking, the Railroad, at the Political Body’s expense, shall install such replacement surfacing, and in the future, to the extent repair or replacement of the surfacing is necessitated by repair or rehabilitation of the Railroad’s tracks through the Crossing Area, the Political Body shall bear the expense of such repairs or replacement.

SECTION 6. CHANGES IN GRADE
If at any time the Railroad shall elect, or be required by competent authority to, raise or lower the grade of all or any portion of the track(s) located within the Crossing Area, the Political Body shall, at its own expense, conform the Roadway to conform with the change of grade of the trackage.

SECTION 7. REARRANGEMENT OF WARNING DEVICES
If the change or rearrangement of any warning device installed hereunder is necessitated for public or Railroad convenience or on account of improvements for either the Railroad, highway or both, the parties will apportion the expense incidental thereto between themselves by negotiation, agreement or by the order of a competent authority before the change or rearrangement is undertaken.

SECTION 8. SAFETY MEASURES; PROTECTION

OF RAILROAD COMPANY OPERATIONS
It is understood and recognized that safety and continuity of the Railroad's operations and communications are of the utmost importance; and in order that the 488
4 same may be adequately safeguarded, protected and assured, and in order that accidents may be prevented and avoided, it is agreed with respect to all of said work of the Political Body that the work will be performed in a safe manner and in conformity with the following standards:

A. Definitions. All references in this Agreement to the Political Body shall also include the Contractor and their respective officers, agents and employees, and others acting under its or their authority; and all references in this Agreement to work of the Political Body shall include work both within and outside of the Railroad’s property.

B. Entry on to Railroad's Property by Political Body. If the Political Body's employees need to enter Railroad's property in order to perform an inspection of the Roadway, minor maintenance or other activities, the Political Body shall first provide at least ten (10) working days advance notice to the Railroad Representative. With respect to such entry on to Railroad’s property, the Political Body, to the extent permitted by law, agrees to release, defend and indemnify the Railroad from and against any loss, damage, injury, liability, claim, cost or expense incurred by any person including, without limitation, the Political Body’s employees, or damage to any property or equipment (collectively the “Loss”) that arises from the presence or activities of Political Body’s employees on Railroad’s property, except to the extent that any Loss is caused by the sole direct negligence of Railroad.

C. Flagging.
(i) If the Political Body's employees need to enter Railroad's property as provided in Paragraph B above, the Political Body agrees to notify the Railroad Representative at least thirty (30) working days in advance of proposed performance of any work by Political Body in which any person or equipment will be within twenty-five (25) feet of any track, or will be near enough to any track that any equipment extension (such as, but not limited to, a crane boom) will reach to within twenty-five (25) feet of any track. No work of any kind shall be performed, and no person, equipment, machinery, tool(s), material(s), vehicle(s), or thing(s) shall be located, operated, placed, or stored within twenty-five (25) feet of any of Railroad's track(s) at any time, for any reason, unless and until a Railroad flagman is provided to watch for trains. Upon receipt of such thirty (30) day notice, the Railroad Representative will determine and inform Political Body whether a flagman need be present and whether Political Body needs to implement any special protective or safety measures. If flagging or other special protective or safety measures are performed by Railroad, Railroad will bill Political Body for such expenses incurred by Railroad. If Railroad performs any flagging, or other special protective or safety measures are performed by Railroad, Political Body agrees that Political Body is not relieved of any of its responsibilities or liabilities set forth in this Agreement. (ii) The rate of pay per hour for each flagman will be the prevailing hourly rate in effect for an eight-hour day for the class of flagmen used during regularly assigned hours and overtime in accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition to the cost of such labor, a composite charge for 489
5 vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the work is performed.

One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one-half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between Railroad and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, Political Body shall pay on the basis of the new rates and charges.
(iii) Reimbursement to Railroad will be required covering the full eight-hour day during which any flagman is furnished, unless the flagman can be assigned to other Railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagman is engaged in other Railroad work. Reimbursement will also be required for any day not actually worked by the flagman following the flagman's assignment to work on the project for which Railroad is required to pay the flagman and which could not reasonably be avoided by Railroad by assignment of such flagman to other work, even though Political Body may not be working during such time. When it becomes necessary for Railroad to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Political Body must provide Railroad a minimum of five (5) days notice prior to the cessation of the need for a flagman. If five (5) days notice of cessation is not given, Political Body will still be required to pay flagging charges for the five (5) day notice period required by union agreement to be given to the employee, even though flagging is not required for that period. An additional thirty (30) days notice must then be given to Railroad if flagging services are needed again after such five day cessation notice has been given to Railroad.

D. Compliance With Laws. The Political Body shall comply with all applicable federal, state and local laws, regulations and enactments affecting the work. The Political Body shall use only such methods as are consistent with safety, both as concerns the Political Body, the Political Body's agents and employees, the officers, agents, employees and property of the Railroad and the public in general. The Political Body (without limiting the generality of the foregoing) shall comply with all applicable state and federal occupational safety and health acts and regulations. All Federal Railroad Administration regulations shall be followed when work is performed on the Railroad's premises. If any failure by the Political Body to comply with any such laws, regulations, and enactments, shall result in any fine, penalty, cost or charge being assessed, imposed or charged against the Railroad, the Political Body shall reimburse, and to the extent it may lawfully do so, indemnify the Railroad for any such fine, penalty, cost, or charge, including without limitation attorney's fees, court costs and expenses.

The Political Body further agrees in the event of any such action, upon notice thereof being provided by the Railroad, to defend such action free of cost, charge, or expense to the Railroad.
490
6 E. No Interference or Delays. The Political Body shall not do, suffer or permit anything which will or may obstruct, endanger, interfere with, hinder or delay maintenance or operation of the Railroad's tracks or facilities, or any communication or signal lines, installations or any appurtenances thereof, or the operations of others lawfully occupying or using the Railroad's property or facilities.

F. Supervision. The Political Body, at its own expense, shall adequately police and supervise all work to be performed by the Political Body, and shall not inflict injury to persons or damage to property for the safety of whom or of which the Railroad may be responsible, or to property of the Railroad. The responsibility of the Political Body for safe conduct and adequate policing and supervision of the Project shall not be lessened or otherwise affected by the Railroad's approval of plans and specifications, or by the Railroad's collaboration in performance of any work, or by the presence at the work site of the Railroad's representatives, or by compliance by the Political Body with any requests or recommendations made by such representatives. If a representative of the Railroad is assigned to the Project, the Political Body will give due consideration to suggestions and recommendations made by such representative for the safety and protection of the Railroad's property and operations.

G. Suspension of Work. If at any time the Political Body's engineers or the Vice President-Engineering Services of the Railroad or their respective representatives shall be of the opinion that any work of the Political Body is being or is about to be done or prosecuted without due regard and precaution for safety and security, the Political Body shall immediately suspend the work until suitable, adequate and proper protective measures are adopted and provided.

H. Removal of Debris. The Political Body shall not cause, suffer or permit material or debris to be deposited or cast upon, or to slide or fall upon any property or facilities of the Railroad; and any such material and debris shall be promptly removed from the Railroad's property by the Political Body at the Political Body's own expense or by the Railroad at the expense of the Political Body. The Political Body shall not cause, suffer or permit any snow to be plowed or cast upon the Railroad's property during snow removal from the Crossing Area.

I. Explosives. The Political Body shall not discharge any explosives on or in the vicinity of the Railroad's property without the prior consent of the Railroad's Vice President-Engineering Services, which shall not be given if, in the sole discretion of the Railroad's Vice President-Engineering Services, such discharge would be dangerous or would interfere with the Railroad's property or facilities. For the purposes hereof, the "vicinity of the Railroad's property" shall be deemed to be any place on the Railroad's property or in such close proximity to the Railroad's property that the discharge of explosives could cause injury to the Railroad's employees or other persons, or cause damage to or interference with the facilities or operations on the Railroad's property.

The Railroad reserves the right to impose such conditions, restrictions or limitations on the transportation, handling, storage, security and use of explosives as the Railroad, in the Railroad's sole discretion, may deem to be necessary, desirable or appropriate. 491
7 J. Excavation. The Political Body shall not excavate from existing slopes nor construct new slopes which are excessive and may create hazards of slides or falling rock, or impair or endanger the clearance between existing or new slopes and the tracks of the Railroad. The Political Body shall not do or cause to be done any work which will or may disturb the stability of any area or adversely affect the Railroad's tracks or facilities. The Political Body, at its own expense, shall install and maintain adequate shoring and cribbing for all excavation and/or trenching performed by the Political Body in connection with construction, maintenance or other work. The shoring and cribbing shall be constructed and maintained with materials and in a manner approved by the Railroad's Assistant Vice President Engineering - Design to withstand all stresses likely to be encountered, including any stresses resulting from vibrations caused by the Railroad's operations in the vicinity.

K. Drainage. The Political Body, at the Political Body's own expense, shall provide and maintain suitable facilities for draining the Roadway and its appurtenances, and shall not suffer or permit drainage water therefrom to flow or collect upon property of the Railroad. The Political Body, at the Political Body's own expense, shall provide adequate passageway for the waters of any streams, bodies of water and drainage facilities (either natural or artificial, and including water from the Railroad's culvert and drainage facilities), so that said waters may not, because of any facilities or work of the Political Body, be impeded, obstructed, diverted or caused to back up, overflow or damage the property of the Railroad or any part thereof, or property of others. The Political Body shall not obstruct or interfere with existing ditches or drainage facilities.

L. Notice. Before commencing any work, the Political Body shall provide the advance notice to the Railroad that is required under the Contractor's Right of Entry Agreement.

M. Fiber Optic Cables. Fiber optic cable systems may be buried on the Railroad's property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. Political Body shall visit up.com/CBUD to complete and submit the required form to determine if fiber optic cable is buried anywhere on Railroad's property to be used by the Political Body. If it is, Political Body will telephone the telecommunications company(ies) involved, arrange for a cable locator, and make arrangements for relocation or other protection of the fiber optic cable prior to beginning any work on the Railroad's premises.

SECTION 9. INTERIM WARNING DEVICES
If at anytime it is determined by a competent authority, by the Political Body, or by agreement between the parties, that new or improved train activated warning devices should be installed at the Crossing Area, the Political Body shall install adequate temporary warning devices or signs and impose appropriate vehicular control measures to protect the motoring public until the new or improved devices have been installed. 492
8 SECTION 10. OTHER RAILROADS
All protective and indemnifying provisions of this Agreement shall inure to the benefit of the Railroad and any other railroad company lawfully using the Railroad's property or facilities.

SECTION 11. BOOKS AND RECORDS
The books, papers, records and accounts of Railroad, so far as they relate to the items of expense for the materials to be provided by Railroad under this Project, or are associated with the work to be performed by Railroad under this Project, shall be open to inspection and audit at Railroad's offices in Omaha, Nebraska, during normal business hours by the agents and authorized representatives of Political Body for a period of three (3) years following the date of Railroad's last billing sent to Political Body.

SECTION 12. REMEDIES FOR BREACH OR NONUSE
A. If the Political Body shall fail, refuse or neglect to perform and abide by the terms of this Agreement, the Railroad, in addition to any other rights and remedies, may perform any work which in the judgment of the Railroad is necessary to place the Roadway and appurtenances in such condition as will not menace, endanger or interfere with the Railroad's facilities or operations or jeopardize the Railroad's employees; and the Political Body will reimburse the Railroad for the expenses thereof.

B. Nonuse by the Political Body of the Crossing Area for public highway purposes continuing at any time for a period of eighteen (18) months shall, at the option of the Railroad, work a termination of this Agreement and of all rights of the Political Body hereunder.

C. The Political Body will surrender peaceable possession of the Crossing Area and Roadway upon termination of this Agreement. Termination of this Agreement shall not affect any rights, obligations or liabilities of the parties, accrued or otherwise, which may have arisen prior to termination.

SECTION 13. MODIFICATION - ENTIRE AGREEMENT
No waiver, modification or amendment of this Agreement shall be of any force or effect unless made in writing, signed by the Political Body and the Railroad and specifying with particularity the nature and extent of such waiver, modification or amendment. Any waiver by the Railroad of any default by the Political Body shall not affect or impair any right arising from any subsequent default. This Agreement and Exhibits attached hereto and made a part hereof constitute the entire understanding between the Political Body and the Railroad and cancel and supersede any prior negotiations, understandings or agreements, whether written or oral, with respect to the work or any part thereof.
493
Public Highway At-Grade Crossing 03/01/13
Standard Form Approved, AVP-Law

EXHIBIT C
TO

PUBLIC HIGHWAY AT-GRADE CROSSING AGREEMENT
Exhibit C (if applicable) will be Railroad's Material and Force Agreement Estimate. 494
Material And Force Account Estimate
City of Lincoln CA
Estimate Creation Date: 1/24/2025 Number: 152952 Version: 1 Estimate Good Until 01/29/26
Location: VALLEY SUB, SIMN, 106.56-141.76
Buy America: Yes
Description of Work: Lincoln CA, Ferrari Ranch Road M.P. 116.08 Valley Sub DOT# 753235P WO# 41726 PID# 103883 Recollectable 100%
COMMENTS Description QTY UOM Unit LABOR MATERIAL TOTAL
Cost
SIGNAL
Xing - 1 Trk CWE w/Four Quad
Gates
1 EA 192,474.00 67,200 125,274 192,474
Gang Day - 5 Man 2 EA 7,500.00 15,000 0 15,000
Xing - Flasher/Ped (pair) 0.5 LS 57,560.00 8,000 20,780 28,780 MP. 116.45 Remove Signal 1 EA 15,000.00 15,000 0 15,000 Dax house MP.116.45 Xing - 1 Trk Remote CWE and
House
1 EA 54,337.00 14,400 39,937 54,337
Xing - Dax Cable 1000' 3 EA 6,440.00 12,000 7,320 19,320 MP.116.45 Xing - Intermediate Signal 1 EA 13,165.00 5,536 7,629 13,165 MP.116.45 Xing - IXS Track Circuit 1 EA 14,951.00 5,536 9,415 14,951 Xing - Remove Location 1 LS 2,000.00 2,000 0 2,000
Xing - Public Project Mgmt 1 LS 30,000.00 0 30,000 30,000 Xing - Engineering Design 1 LS 36,018.00 36,018 0 36,018 Xing - Boring 1 LS 40,000.00 0 40,000 40,000
Xing - Contract Services for
Preempt Cutover
1 LS 20,000.00 0 20,000 20,000
Xing - Fill/Rock/Gravel 1 LS 20,000.00 0 20,000 20,000
Xing - Meter Service 1 LS 5,000.00 0 5,000 5,000
Federal with overhead 228.88%
+20% contingency
Xing - Labor Additive 1 LS 496,276.00 496,276 0 496,276 Sub-Total = 676,966 325,355 1,002,321
Totals = 676,966 325,355 1,002,321
Grand Total = $1,002,321
This is a preliminary estimate, intended to provide a ballpark cost to determine whether a proposed project warrants further study. This estimate is not to be used for budget authority. Quantities and costs are estimated using readily available information and experience with similar projects. Site conditions and changes in project scope and design may result in significant cost variance. _____________________________________________________________________________________________________________________________________ Wednesday, January 29, 2025 Page 1 of 1
495
1 Contractor's Right of Entry Public Project No. 0187912 Projects Form Approved 02/09/2022

EXHIBIT D
TO

PUBLIC HIGHWAY AT-GRADE CROSSING AGREEMENT

CONTRACTOR'S

RIGHT OF ENTRY AGREEMENT
THIS AGREEMENT is made and entered into as of the day of , 20 , by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation ("Railroad"); and , a
("Contractor").

RECITALS:
corporation
Contractor has been hired by to
perform work relating to (the “Work”)
with all or a portion of such Work to be performed on property of Railroad in the vicinity of Railroad's Milepost on Railroad's [Subdivision or Branch] [at or near DOT No. located at or near , in County, State of ,
as such location is in the general location shown on the print marked Exhibit A, attached hereto and hereby made a part hereof, which Work is the subject of a contract dated between Railroad and .

Railroad is willing to permit Contractor to perform the Work described above at the location described above subject to the terms and conditions contained in this agreement AGREEMENT:

NOW, THEREFORE, it is mutually agreed by and between Railroad and Contractor, as follows:

ARTICLE 1 - DEFINITION OF CONTRACTOR.

For purposes of this agreement, all references in this agreement to Contractor shall includeContractor's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority. For purposes of clarity, Contractor agrees that any CIC (defined below) hired by Contractor is a subcontractor of Contractor and therefore included in the defined term Contractor pursuant to the foregoing sentence.

ARTICLE 2 - RIGHT GRANTED; PURPOSE.

Railroad hereby grants to Contractor the right, during the term hereinafter stated and upon and subject to each and all of the terms, provisions and conditions herein contained, to enter upon and have ingress to and egress from the property described in the Recitals for the purpose of performing the Work described in the Recitals above. The right herein granted to Contractor is limited to those portions of Railroad's property specifically described herein, or as designated by the Railroad Representatives named in Article 4.

ARTICLE 3 - TERMS AND CONDITIONS CONTAINED IN EXHIBITS B AND C.

The terms and conditions contained in Exhibit B and Exhibit C, attached hereto, are hereby made a part of this agreement.
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ARTICLE 4 - ALL EXPENSES TO BE BORNE BY CONTRACTOR; RAILROAD REPRESENTATIVES.

A. Contractor shall bear any and all costs and expenses associated with any Work performed by Contractor (including without limitation any CIC), or any costs or expenses incurred by Railroad relating to this agreement.

B. Contractor shall coordinate all of its Work with the following Railroad representatives or their duly authorized representative (the "Railroad Representatives"):

MTM:______________________
___________________________
___________________________
___________________________
PM:________________________
___________________________
___________________________
___________________________
C. Contractor, at its own expense, shall adequately police and supervise all Work to be performed by Contractor and shall ensure that such Work is performed in a safe manner as set forth in Section 7 of Exhibit B. The responsibility of Contractor for safe conduct and adequate policing and supervision of Contractor's Work shall not be lessened or otherwise affected by Railroad's approval of plans and specifications involving the Work, or by Railroad's collaboration in performance of any Work, or by the presence at the Work site of a Railroad Representative, or by compliance by Contractor with any requests or recommendations made by Railroad Representative.

ARTICLE 5 - SCHEDULE OF WORK ON A MONTHLY BASIS.

The Contractor, at its expense, shall provide on a monthly basis a detailed schedule of Work to the Railroad Representative named in Article 4B above. The reports shall start at the execution of this agreement and continue until this agreement is terminated as provided in this agreement or until the Contractor has completed all Work on Railroad’s property.

ARTICLE 6 - TERM; TERMINATION.

A. The grant of right herein made to Contractor shall commence on the date of this agreement, and continue until _______________________, unless sooner terminated as herein provided, or at such time as Contractor has completed its Work on Railroad's property, whichever is earlier. Contractor agrees to notify the Railroad Representative in writing when it has completed its Work on Railroad's property.

B. This agreement may be terminated by either party on ten (10) days written notice to the other party.

ARTICLE 7 - CERTIFICATE OF INSURANCE.

A. Before commencing any Work and throughout the entire term of this Agreement, Contractor, at its expense, shall procure and maintain in full force and effect the types and minimum limits of insurance specified in Exhibit C of this agreement and require each of its subcontractors to include the insurance endorsements as required under Section 12 of Exhibit B of this agreement.

B. Not more frequently than once every two (2) years, Railroad may reasonably modify the required insurance coverage to reflect then-current risk management practices in the railroad industry and underwriting practices in the insurance industry.

C. Upon request of Railroad, Contractor shall provide to Railroad a certificate issued by its insurance carrier evidencing the insurance coverage required under Exhibit B.

D. Contractor understands and accepts that the terms of this Article are wholly separate from and independent of the terms of any indemnity provisions contained in this Agreement. 497
3 Contractor's Right of Entry Public
Projects Form Approved 02/09/2022
E. Upon request of Railroad, insurance correspondence, binders, policies, certificates and endorsements shall be sent to:

Union Pacific Railroad Company
[Insert mailing address]
Attn:

Project No. 0187912
ARTICLE 8 - PRECONSTRUCTION MEETING.

If the Work to be performed by the Contractor will involve the Railroad providing any flagging protection (or if a CIC is approved to provide flagging protection pursuant to the terms set forth herein) and/or there is separate work to be performed by the Railroad, the Contractor confirms that no work shall commence until the Railroad and Contractor participate in a preconstruction meeting involving flagging procedures and coordination of work activities of the Contractor and the Railroad (and any CIC, as applicable.) Union Pacific’s Third Party Flagging Policy at the link provided here: www.up.com/flagging ARTICLE 9. DISMISSAL OF CONTRACTOR'S EMPLOYEE.

At the request of Railroad, Contractor shall remove from Railroad's property any employee of Contractor who fails to conform to the instructions of the Railroad Representative in connection with the Work on Railroad's property, and any right of Contractor shall be suspended until such removal has occurred. Contractor shall indemnify Railroad against any claims arising from the removal of any such employee from Railroad'sproperty.

ARTICLE 10. ADMINISTRATIVE FEE.

Upon the execution and delivery of this agreement, Contractor shall pay to Railroad One Thousand Twenty Five Dollars ($1,025.00) as reimbursement for clerical, administrative and handling expenses in connection with the processing of this agreement.

ARTICLE 11. CROSSINGS; COMPLIANCE WITH MUTCD AND FRA GUIDELINES.

A. No additional vehicular crossings (including temporary haul roads) or pedestrian crossings over Railroad's trackage shall be installed or used by Contractor without the prior written permission of Railroad.

B. Any permanent or temporary changes, including temporary traffic control, to crossings must conform to the Manual of Uniform Traffic Control Devices (MUTCD) and any applicable Federal Railroad Administration rules, regulations and guidelines, and must be reviewed by the Railroad prior to any changes being implemented. In the event the Railroad is found to be out of compliance with federal safety regulations due to the Contractor’s modifications, negligence, or any other reason arising from the Contractor’s presence on the Railroad’s property, the Contractor agrees to assume liability for any civil penalties imposed upon the Railroad for such noncompliance.

ARTICLE 12.- EXPLOSIVES.

Explosives or other highly flammable substances shall not be stored or used on Railroad's property without the prior written approval of Railroad.
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IN WITNESS WHEREOF, the parties hereto have duly executed this agreement in duplicate as of the date first herein written.

UNION PACIFIC RAILROAD COMPANY
By:

Title:
(Name of Contractor)
By:

Name:

Title:

Phone:

E-Mail:
499

EXHIBIT A
TO
CONTRACTOR’S RIGHT OF ENTRY AGREEMENT
Exhibit A will be a print showing the general location of the work site. 500
501
1 EXHIBIT B
TO

CONTRACTOR'S RIGHT OF ENTRY AGREEMENT
Section 1. NOTICE OF COMMENCEMENT OF WORK - RAILROAD FLAGGING - PRIVATE FLAGGING.

A. Contractor agrees to notify the Railroad Representative at least ten (10) working days in advance of Contractor commencing its Work and at least thirty (30) working days in advance of proposed performance of any Work by Contractor in which any person or equipment will be within twenty-five (25) feet of any track, or will be near enough to any track that any equipment extension (such as, but not limited to, a crane boom) will reach to within twenty-five (25) feet of any track.

B. No work of any kind shall be performed, and no person, equipment, machinery, tool(s), material(s), vehicle(s), or thing(s) shall be located, operated, placed, or stored within twenty-five (25) feet of any of Railroad's track(s) at any time, for any reason, unless and until a Railroad approved flagman is provided to watch for trains. Upon receipt of such thirty (30)-day notice, the Railroad Representative will determine and inform Contractor whether a flagman need be present and whether Contractor needs to implement any special protective or safety measures.

C. Contractor shall be permitted to hire a private contractor to perform flagging or other special protective or safety measures (such private contractor being commonly known in the railroad industry as a contractor-in-charge (“CIC”)) in lieu of Railroad providing such services or in concert with Railroad providing such services, subject to prior written approval by Railroad, which approval shall be in Railroad’s sole and absolute discretion. If Railroad agrees to permit Contractor to utilize a CIC pursuant to the preceding sentence, Contractor shall obtain Railroad’s prior approval in writing for each of the following items, as determined in all respects in Railroad’s sole and absolute discretion: (i) the identity of the third-party performing the role of CIC; (ii) the scope of the services to be performed for the project by the approved CIC; and (iii) any other terms and conditions governing such services to be provided by the CIC. If flagging or other special protective or safety measures are performed by an approved CIC, Contractor shall be solely responsible for (and shall timely pay such CIC for) its services. Railroad reserves the right to rescind any approval pursuant to this Section 1, Subsection C., in whole or in part, at any time, as determined in Railroad’s sole and absolute discretion.

D. If any flagging or other special protective or safety measures are performed by employees of Railroad and/or any contractor of Railroad, Railroad will bill Contractor for such expenses incurred by Railroad, unless Railroad and a federal, state or local governmental entity have agreed that Railroad is to bill such expenses to the federal, state or local governmental entity. If Railroad will be sending the bills to Contractor, Contractor shall pay such bills within thirty (30) days of Contractor's receipt of billing.

E. If any flagging or other special protective or safety measures are performed by Railroad or a CIC, Contractor agrees that Contractor is not relieved of any of its responsibilities or liabilities set forth in this agreement.

F. The provisions set forth in this subsection are only applicable for Flagging Services performed by employees of Railroad: the rate of pay per hour for each flagman will be the prevailing hourly rate in effect for an eight-hour day for the class of flagmen used during regularly assigned hours and overtime in accordance with labor agreements and schedules in effect at the time the Work is performed. In addition to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the Work is performed. One and one-half times the current hourly rate is 502
2 paid for overtime, Saturdays and Sundays, and two and one-half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between Railroad and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, Contractor (or the governmental entity, as applicable) shall pay on the basis of the new rates and charges. If flagging is performed by Railroad, reimbursement to Railroad will be required covering the full eight-hour day during which any flagman is furnished, unless the flagman can be assigned to other Railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagman is engaged in other Railroad work. Reimbursement will also be required for any day not actually worked by the flagman following the flagman's assignment to work on the project for which Railroad is required to pay the flagman and which could not reasonably be avoided by Railroad by assignment of such flagman to other work, even though Contractor may not be working during such time. When it becomes necessary for Railroad to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Contractor must provide Railroad a minimum of five (5) days notice prior to the cessation of the need for a flagman. If five (5) days notice of cessation is not given, Contractor will still be required to pay flagging charges for the five (5) day notice period required by union agreement to be given to the employee, even though flagging is not required for that period.

An additional thirty (30) days notice must then be given to Railroad if flagging services are needed again after such five-day cessation notice has been given to Railroad.

Section 2. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED A. The foregoing grant of right is subject and subordinate to the prior and continuing right and obligation of the Railroad to use and maintain its entire property including the right and power of Railroad to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, roadways, signal, communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by Railroad without liability to Contractor or to any other party for compensation or damages.

B. The foregoing grant is also subject to all outstanding superior rights (whether recorded or unrecorded and including those in favor of licensees and lessees of Railroad's property, and others) and the right of Railroad to renew and extend the same, and is made without covenant of title or for quiet enjoyment.

Section 3. NO INTERFERENCE WITH OPERATIONS OF RAILROAD AND ITS TENANTS.

A. Contractor shall conduct its operations so as not to interfere with the continuous and uninterrupted use and operation of the railroad tracks and property of Railroad, including without limitation, the operations of Railroad's lessees, licensees or others, unless specifically authorized in advance by the Railroad Representative.

Nothing shall be done or permitted to be done by Contractor at any time that would in any manner impair the safety of such operations. When not in use, Contractor's machinery and materials shall be kept at least twentyfive (25) feet from the centerline of Railroad's nearest track, and there shall be no vehicular crossings of Railroads tracks except at existing open public crossings.

B. Operations of Railroad and work performed by Railroad personnel and delays in the Work to be performed by Contractor caused by such railroad operations and Work are expected by Contractor, and Contractor agrees that Railroad shall have no liability to Contractor, or any other person or entity for any such delays. The Contractor shall coordinate its activities with those of Railroad and third parties so as to avoid interference with railroad operations. The safe operation of Railroad train movements and other activities by Railroad takes precedence over any Work to be performed by Contractor. 503
3 Section 4. LIENS.

Contractor shall pay in full all persons who perform labor or provide materials for the Work to be performed by Contractor. Contractor shall not create, permit or suffer any mechanic's or materialmen's liens of any kind or nature to be created or enforced against any property of Railroad for any such Work performed. Contractor shall indemnify and hold harmless Railroad from and against any and all liens, claims, demands, costs or expenses of whatsoever nature in any way connected with or growing out of such Work done, labor performed, or materials furnished. If Contractor fails to promptly cause any lien to be released of record, Railroad may, at its election, discharge the lien or claim of lien at Contractor's expense.

Section 5. PROTECTION OF FIBER OPTIC CABLE SYSTEMS.

A. Fiber optic cable systems may be buried on Railroad's property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. Contractor shall visit www.up.com/CBUD to complete and submit the required form to determine if fiber optic cable is buried anywhere on Railroad's property to be used by Contractor. If it is, Contractor will telephone the telecommunications company(ies) involved, make arrangements for a cable locator and, if applicable, for relocation or other protection of the fiber optic cable. Contractor shall not commence any Work until all such protection or relocation (if applicable) has been accomplished.

B. IN ADDITION TO OTHER INDEMNITY PROVISIONS IN THIS AGREEMENT, CONTRACTOR

SHALL INDEMNIFY, DEFEND AND HOLD RAILROAD HARMLESS FROM AND AGAINST ALL COSTS,

LIABILITY AND EXPENSE WHATSOEVER (INCLUDING, WITHOUT LIMITATION, ATTORNEYS' FEES,

COURT COSTS AND EXPENSES) ARISING OUT OF ANY ACT OR OMISSION OF CONTRACTOR, ITS AGENTS AND/OR EMPLOYEES, THAT CAUSES OR CONTRIBUTES TO (1) ANY DAMAGE TO OR DESTRUCTION OF ANY TELECOMMUNICATIONS SYSTEM ON RAILROAD'S PROPERTY, AND/OR (2) ANY

INJURY TO OR DEATH OF ANY PERSON EMPLOYED BY OR ON BEHALF OF ANY

TELECOMMUNICATIONS COMPANY, AND/OR ITS CONTRACTOR, AGENTS AND/OR EMPLOYEES, ON RAILROAD'S PROPERTY. CONTRACTOR SHALL NOT HAVE OR SEEK RECOURSE AGAINST RAILROAD

FOR ANY CLAIM OR CAUSE OF ACTION FOR ALLEGED LOSS OF PROFITS OR REVENUE OR LOSS OF

SERVICE OR OTHER CONSEQUENTIAL DAMAGE TO A TELECOMMUNICATION COMPANY USING

RAILROAD'S PROPERTY OR A CUSTOMER OR USER OF SERVICES OF THE FIBER OPTIC CABLE ON RAILROAD'S PROPERTY.

Section 6. PERMITS - COMPLIANCE WITH LAWS.

In the prosecution of the Work covered by this agreement, Contractor shall secure any and all necessary permits and shall comply with all applicable federal, state and local laws, regulations and enactments affecting the Work including, without limitation, all applicable Federal Railroad Administration regulations.

Section 7. SAFETY.

A. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of any Work on Railroad property performed by Contractor. Contractor shall be responsible for initiating, maintaining and supervising all safety, operations and programs in connection with the Work. Contractor shall, at a minimum, comply with Railroad's then current safety standards located at the below web address (“Railroad’s Safety Standards”) to ensure uniformity with the safety standards followed by Railroad's own forces.

As a part of Contractor's safety responsibilities, Contractor shall notify Railroad if Contractor 504
4 determines that any of Railroad's Safety Standards are contrary to good safety practices. Contractor shall furnish copies of Railroad’s Safety Standards to each of its employees before they enter Railroad property. http://www.up.com/cs/groups/public/@uprr/@suppliers/documents/up_pdf_nativedocs/pdf_up_supplier_safety_ req.pdf
B. All personnel employed by the Agency, Contractor and all subcontractors must complete the Railroad's course “Property Access Training” and be registered prior to working on Railroad property. This training is available at www.up.com/up-pat. This training is required to be completed annually.

C. Without limitation of the provisions of paragraph A above, Contractor shall keep the job site free from safety and health hazards and ensure that its employees are competent and adequately trained in all safety and health aspects of the job.

D. Contractor shall have proper first aid supplies available on the job site so that prompt first aid services may be provided to any person injured on the job site. Contractor shall promptly notify Railroad of any U.S. Occupational Safety and Health Administration reportable injuries. Contractor shall have a nondelegable duty to control its employees while they are on the job site or any other property of Railroad, and to be certain they do not use, be under the influence of, or have in their possession any alcoholic beverage, drug or other substance that may inhibit the safe performance of any Work.

E. If and when requested by Railroad, Contractor shall deliver to Railroad a copy of Contractor's safety plan for conducting the Work (the "Safety Plan"). Railroad shall have the right, but not the obligation, to require Contractor to correct any deficiencies in the Safety Plan. The terms of this agreement shall control if there are any inconsistencies between this agreement and the Safety Plan.

Section 8. INDEMNITY.

A. TO THE FULLEST EXTENT ALLOWED BY APPLICABLE LAW, CONTRACTOR SHALL

INDEMNIFY, DEFEND AND HOLD HARMLESS RAILROAD, ITS AFFILIATES, AND ITS AND THEIR OFFICERS, AGENTS AND EMPLOYEES (INDIVIDUALLY AN “INDEMNIFIED PARTY” OR COLLECTIVELY "INDEMNIFIED PARTIES") FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, INJURY, LIABILITY,

CLAIM, DEMAND, COST OR EXPENSE (INCLUDING, WITHOUT LIMITATION, ATTORNEY'S,

CONSULTANT'S AND EXPERT'S FEES, AND COURT COSTS), FINE OR PENALTY (COLLECTIVELY, "LOSS") INCURRED BY ANY PERSON (INCLUDING, WITHOUT LIMITATION, ANY INDEMNIFIED PARTY,

CONTRACTOR, OR ANY EMPLOYEE OF CONTRACTOR OR OF ANY INDEMNIFIED PARTY) ARISING OUT

OF OR IN ANY MANNER CONNECTED WITH (I) ANY WORK PERFORMED BY CONTRACTOR, OR (II) ANY

ACT OR OMISSION OF CONTRACTOR, ITS OFFICERS, AGENTS OR EMPLOYEES, OR (III) ANY BREACH OF THIS AGREEMENT BY CONTRACTOR.

B. THE RIGHT TO INDEMNITY UNDER THIS SECTION 8 SHALL ACCRUE UPON

OCCURRENCE OF THE EVENT GIVING RISE TO THE LOSS, AND SHALL APPLY REGARDLESS OF ANY

NEGLIGENCE OR STRICT LIABILITY OF ANY INDEMNIFIED PARTY, EXCEPT WHERE THE LOSS IS

CAUSED BY THE SOLE ACTIVE NEGLIGENCE OF AN INDEMNIFIED PARTY AS ESTABLISHED BY THE FINAL JUDGMENT OF A COURT OF COMPETENT JURISDICTION. THE SOLE ACTIVE NEGLIGENCE OF ANY INDEMNIFIED PARTY SHALL NOT BAR THE RECOVERY OF ANY OTHER INDEMNIFIED PARTY.

C. CONTRACTOR EXPRESSLY AND SPECIFICALLY ASSUMES POTENTIAL LIABILITY UNDER THIS SECTION 8 FOR CLAIMS OR ACTIONS BROUGHT BY CONTRACTOR'S OWN EMPLOYEES.

CONTRACTOR WAIVES ANY IMMUNITY IT MAY HAVE UNDER WORKER'S COMPENSATION OR INDUSTRIAL INSURANCE ACTS TO INDEMNIFY THE INDEMNIFIED PARTIES UNDER THIS SECTION 8. 505
5 CONTRACTOR ACKNOWLEDGES THAT THIS WAIVER WAS MUTUALLY NEGOTIATED BY THE PARTIES HERETO.

D. NO COURT OR JURY FINDINGS IN ANY EMPLOYEE'S SUIT PURSUANT TO ANY

WORKER'S COMPENSATION ACT OR THE FEDERAL EMPLOYERS' LIABILITY ACT AGAINST A PARTY

TO THIS AGREEMENT MAY BE RELIED UPON OR USED BY CONTRACTOR IN ANY ATTEMPT TO ASSERT LIABILITY AGAINST ANY INDEMNIFIED PARTY.

E. THE PROVISIONS OF THIS SECTION 8 SHALL SURVIVE THE COMPLETION OF ANY WORK PERFORMED BY CONTRACTOR OR THE TERMINATION OR EXPIRATION OF THIS AGREEMENT. INNO EVENT SHALL THIS SECTION 8 OR ANY OTHER PROVISION OF THIS AGREEMENT BE DEEMED TO

LIMIT ANY LIABILITY CONTRACTOR MAY HAVE TO ANY INDEMNIFIED PARTY BY STATUTE OR UNDER COMMON LAW.

Section 9. RESTORATION OF PROPERTY.

In the event Railroad authorizes Contractor to take down any fence of Railroad or in any manner move or disturb any of the other property of Railroad in connection with the Work to be performed by Contractor, then in that event Contractor shall, as soon as possible and at Contractor's sole expense, restore such fence and other property to the same condition as the same were in before such fence was taken down or such other property was moved or disturbed. Contractor shall remove all of Contractor's tools, equipment, rubbish and other materials from Railroad's property promptly upon completion of the Work, restoring Railroad's property to the same state and condition as when Contractor entered thereon.

Section 10. WAIVER OF DEFAULT.

Waiver by Railroad of any breach or default of any condition, covenant or agreement herein contained to be kept, observed and performed by Contractor shall in no way impair the right of Railroad to avail itself of any remedy for any subsequent breach or default.

Section 11. MODIFICATION - ENTIRE AGREEMENT.

No modification of this agreement shall be effective unless made in writing and signed by Contractor and Railroad. This agreement and the exhibits attached hereto and made a part hereof constitute the entire understanding between Contractor and Railroad and cancel and supersede any prior negotiations, understandings or agreements, whether written or oral, with respect to the Work to be performed by Contractor.

Section 12. ASSIGNMENT - SUBCONTRACTING.

Contractor shall not assign or subcontract this agreement, or any interest therein, without the written consent of the Railroad. Contractor shall be responsible for the acts and omissions of all subcontractors. Before Contractor commences any Work, the Contractor shall, except to the extent prohibited by law; (1) require each of its subcontractors to include the Contractor as "Additional Insured” on the subcontractor's Commercial General Liability policy and Umbrella or Excess policies (if applicable) with respect to all liabilities arising out of the subcontractor's performance of Work on behalf of the Contractor by endorsing these policies with ISO Additional Insured Endorsements CG 20 10, and CG 20 37 (or substitute forms providing equivalent coverage; (2) require each of its subcontractors to endorse their Commercial General Liability Policy with "Contractual Liability Railroads" ISO Form CG 24 17 10 01 (or a substitute form providing equivalent coverage) for the job site; and (3) require each of its subcontractors to endorse their Business Automobile Policy with "Coverage For Certain Operations In Connection With Railroads" ISO Form CA 20 70 10 01 (or a substitute form providing equivalent coverage) for the job site.
506
1 EXHIBIT C
TO

CONTRACTOR'S

RIGHT OF ENTRY AGREEMENT
Union Pacific Railroad Company
Insurance Requirements For
Contractor’s Right of Entry Agreement
During the entire term of this Agreement and course of the Project, and until all Project Work on Railroad’s property has been completed and all equipment and materials have been removed from Railroad’s property and Railroad’s property has been clean and restored to Railroad’s satisfaction, Contractor shall, at its sole cost and expense, procure and maintain the following insurance coverage:

A. Commercial General Liability insurance. Commercial general liability (CGL) with a limit of not less than $5,000,000 each occurrence and an aggregate limit of not less than $10,000,000. CGL insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing equivalent coverage).

The policy must also contain the following endorsement, which must be stated on the certificate of insurance:
• Contractual Liability Railroads ISO form CG 24 17 10 01 (or a substitute form providing equivalent coverage) showing “Union Pacific Railroad Company Property” as the Designated Job Site. • Designated Construction Project(s) General Aggregate Limit ISO Form CG 25 03 03 97 (or a substitute form providing equivalent coverage) showing the project on the form schedule.

B. Business Automobile Coverage insurance. Business auto coverage written on ISO form CA 00 01 10 01 (or a substitute form providing equivalent liability coverage) with a combined single limit of not less $5,000,000 for each accident and coverage must include liability arising out of any auto (including owned, hired and non-owned autos).

The policy must contain the following endorsements, which must be stated on the certificate of insurance:
• Coverage For Certain Operations In Connection With Railroads ISO form CA 20 70 10 01 (or a substitute form providing equivalent coverage) showing “Union Pacific Property” as the Designated Job Site.
• Motor Carrier Act Endorsement - Hazardous materials clean up (MCS-90) if required by law.

C. Workers' Compensation and Employers' Liability insurance. Coverage must include but not be limited to:
• Contractor's statutory liability under the workers' compensation laws of the state where the Work is being performed.
• Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 disease policy limit $500,000 each employee.

If Contractor is self-insured, evidence of state approval and excess workers compensation coverage must be provided. Coverage must include liability arising out of the U. S. Longshoremen's and Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable.

D. Railroad Protective Liability insurance. Contractor must maintain "Railroad Protective Liability" (RPL) insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing equivalent coverage) on behalf of Railroad as named insured, with a limit of not less than $2,000,000 per occurrence 507
2 and an aggregate of $6,000,000. The definition of "JOB LOCATION" and "WORK" on the declaration page of the policy shall refer to this agreement and shall describe all WORK or OPERATIONS performed under this agreement. Contractor shall provide this agreement to Contractor's insurance agent(s)and/or broker(s) and Contractor shall instruct such agent(s) and/or broker(s) to procure the insurance coverage required by this agreement. A BINDER STATING THE POLICY IS IN PLACE MUST BE SUBMITTED

TO RAILROAD BEFORE THE WORK MAY COMMENCE AND UNTIL THE ORIGINAL POLICY IS FORWARDED TO UNION PACIFIC RAILROAD.

E. Umbrella or Excess insurance. If Contractor utilizes umbrella or excess policies, these policies must “follow form” and afford no less coverage than the primary policy.

F. Pollution Liability insurance. Pollution liability coverage must be included when the scope of the Work as defined in the agreement includes installation, temporary storage, or disposal of any "hazardous" material that is injurious in or upon land, the atmosphere, or any watercourses; or may cause bodily injury at any time.

If required, coverage may be provided in separate policy form or by endorsement to Contractors CGLor RPL. Any form coverage must be equivalent to that provided in ISO form CG 24 15 "Limited Pollution Liability Extension Endorsement" or CG 28 31 "Pollution Exclusion Amendment" with limits of at least $5,000,000 per occurrence and an aggregate limit of $10,000,000.

If the scope of Work as defined in this agreement includes the disposal of any hazardous or nonhazardous materials from the job site, Contractor must furnish to Railroad evidence of pollution legal liability insurance maintained by the disposal site operator for losses arising from the insured facility accepting the materials, with coverage in minimum amounts of $1,000,000 per loss, and an annual aggregate of $2,000,000.

Other Requirements
G. All policy(ies) required above (except business automobile, worker’s compensation and employers liability) must include Railroad as “Additional Insured” using ISO Additional Insured Endorsements CG 20 10, and CG 20 37 (or substitute forms providing equivalent coverage). The coverage provided to Railroad as additional insured shall not be limited by Contractor's liability under the indemnityprovisions of this agreement. BOTH CONTRACTOR AND RAILROAD EXPECT THAT UNION PACIFIC RAILROAD

COMPANY WILL BE PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF LAW UNDER ISO ADDITIONAL INSURED FORMS CG 20 10 AND CG 20 37.

H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive damages that may arise under this agreement, or (b) all punitive damages are prohibited by all states in which this agreement will be performed.

I. Contractor waives all rights of recovery, and its insurers also waive all rights of subrogation of damages against Railroad and its agents, officers, directors and employees for damages covered by the workers compensation and employers liability or commercial umbrella or excess liability obtained by Contractor required in this agreement where prohibited by law. This waiver must be stated on the certificate of insurance.

J. Prior to commencing the Work, Contractor shall furnish Railroad with a certificate(s) of insurance, executed by a duly authorized representative of each insurer, showing compliance with the insurance requirements in this agreement.
508
3 K. All insurance policies must be written by a reputable insurance company acceptable to Railroad or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to do business in the state where the Work is being performed.

L. The fact that insurance is obtained by Contractor or by Railroad on behalf of Contractor will not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this agreement. Damages recoverable by Railroad from Contractor or any third party will not be limited by the amount of the required insurance coverage. 509
Public Highway At-Grade Crossing 03/01/13
Standard Form Approved, AVP-Law

EXHIBIT E
TO

PUBLIC HIGHWAY AT-GRADE CROSSING AGREEMENT
Exhibit E (if applicable) will be signal design schematic 510

NEW SHEET
Designed:

Rec#: WO#:

IS: /
/ / /
10/22/24

INSTALL FLASHERS

GATES & CWT AT

FERRARI RANCH ROAD
M.P. 116.08
41726
JSC

XRL AJA
GCP
AS A 120V TO 240V ADAPTER.FOR 240V TO 240V IS PROVIDED AS WELLPORTABLE GENERATOR EXTENSION CORD 25'
45'
25'
15'
25'
4'3"
4'3"
15'
1T2
1T1
1R1
1R2

TO BE VERIFIED BY FIELDOFFSET AND ISLAND DISTANCES
4'3"
TRK 1 ISLAND DISTANCE 197' MINIMUM 120' REQUIREDPREFERRED ISLAND WIRE CONNECTIONSARE A MINIMUM 50' FROM EDGE OF ROAD CONNECTSTOM.P.114.60

LENGTHS SHOULD NOT EXCEED MANUFACTURER'S
CONNECTSTOM.P.116.45
12' 9'
TRANSMITTER AND RECEIVER LEADSTOP OF FOUNDATION TO BE AT SAME ELEVATIONAS THE SURFACE OF THE TRAVELED WAY & NOALL LIGHTS TO BE 12" ROUNDELS.LIGHTS:

NOTES:

ALL TRACK WIRES 2C. #6INSULATED 1 TWIST PER FT.RECOMMENDATION.WIRE TO BE #6 AWG FLEX OR LARGER.REFER TO UP STANDARD DWG FOR BUNGALOW GROUNDING.ALL WIRING IN GATE MECHANISM TO BE #10 "AWG FLEX". 4" X 240' CONDUIT
= TWISTED WIRES
MORE THAN 4" ABOVE THE SURFACE OF THE GROUND.ALL BUNGALOW WIRING TO BE #16 AWG FLEXUNLESS OTHERWISE SPECIFIED EXCEPT ALL GROUND= = = = = = 156HZ
xx = BELL

10.0kHZ

LED LIGHTS
TO BE SEPARATED BY AT LEAST 12" IN TRENCH,
1 14' 12'

SIGNAL DESIGN

THE OFFICE OF

AUTHORITY FROM

MADE WITHOUT

ARE NOT TO BE

MODIFICATIONS

CIRCUIT
PRIME WARNING TIME = 23 SECONDS
PREEMPT WARNING TIME = 35 SECONDS
NBS 640 644 640 NBS

W(S) E(N)
xx
3 C
TC
3 4
4 "A"
C C
4 C
3 1 2
5 6
"C"
C
T
3 C
4 C
TC
5 6
1 2
"D"
C C C
T "B" 3 4
xx
6'X8'
MATERIAL NOTES; DELETE UPON "AC"
U.P. PART #520-01856X8 ALUMINUM CABIN
6X8
CONSTRUCTION NOTES:

1. DRAWING 935582UP.ORDER & INSTALL TAB 925 POK LIGHT PER STANDARD POK (SEE STD DWG 930000 SERIES)
AS APPLICABLE.FOR SMART RECTIFIER/POK/WMS CIRCUITSSEE 930000-SERIES STANDARD DRAWINGS

TO ROSEVILLE TO DUNSMUIR
1 2
3 4
"E"
"P" 6'
1 2 9
"O"
6'

FERRARIRANCHROAD
Modification Level
Q.A. Last Level CheckedLast Level Mod This TypicalLast Level by DesignerChanged From Typical? Rev
dxdxDXY
04/16/24 4-5K_4GTYP.1X
12'
4'3"
6'
8'
5 6
7 8
2'3"
15'
5'3"
2'3"

SIDEWALK

BIKELANE

LINCOLN BOULEVARD
11 10
12 4,636' 25+5+10(PRE) SEC. @ 79 M.P.H. 4,636' 25+5+10(PRE) SEC. @ 79 M.P.H.

DAX/PRE
NBS430
6'X8'

2.REUSE CANTILEVERS "O" & "P".

I.J.
2,018' -+
GCP

17.5kHZ
645HZ
M.P. 116.87
5TH STREET
GCP

15.2kHZ
790HZ
M.P. 116.70
3RD STREET
GCP

11.5kHZ
156HZ
M.P. 116.53
1ST STREET
M.P. 116.45
CL CL CL -+430' -+962' -+968'
GCPGCP

SEMI-BI
86HZ

SEMI-BI
430HZ
DAX TO 1ST STREET DAX TO 3RD STREET DAX TO 5TH STREET DAX TO 6TH STREETDAX TO 7TH STREET PRE TO 7TH STREET

DAX TO FERRARI RANCH ROADPRE TO FERRARI RANCH ROAD
NBS
86 -+ NBS 1165 1164
380
CABLE
1645-1608DAXN1645-1608DAX
(12)

HOUSEINSTRUMENT
TO M.P. 116.45
583
SHT. 3
CONN.
1645-1608PREN1645-1608PRE
(12)(12)
TB-95 (12)TB-93TB-89
TB-91
CABLE NO. 12 7C. NO. 14 U.G.B.T. HOUSE TO M.P. 116.45

CABLE TABULATION
927'

2.1 IN

2.2 IN
3 4
1 2

3.REUSE EXISTING SHUNTS.

DTL
2,800'
12'
7 8
9 10 5 611 12
C
W/2,400' DTL
156
W/600'DTL
790
645
285
86 NBS
R/B R
xx
Date:Des:Chk:AFE:

Sh.:

DOT
MP:ID:
10/22/24
XRL
JSC
41726
1753235P116.08

LINCOLN, CALIFORNIA

FERRARI RANCH ROAD

VALLEY SUBDIVISION
Office of AVP Engineering - Signal Omaha, Nebraska

UNION PACIFIC RAILROAD
091811608.1X

NEW SHEET
Designed:

Rec#: WO#:

IS: /
/ / /
10/22/24

INSTALL FLASHERS

GATES & CWT AT

FERRARI RANCH ROAD
M.P. 116.08
41726
JSC

XRL AJA
511
Public Highway At-Grade Crossing 03/01/13
Standard Form Approved, AVP-Law

EXHIBIT F
TO

PUBLIC HIGHWAY AT-GRADE CROSSING AGREEMENT
Exhibit F (if applicable) will be the annual signal maintenance fee 512
FOR PID # 103883
STREET Ferrari Ranch Road
TOWN Lincoln
MILEPOST 116.08
SUBDIVISION Valley
AAR/DOT NO. 753235P
WORK ORDER# 41726

DESCRIPTION VALUE QUANTITY UNITS
NON-CODED TRK. CIRCUIT 2 0
(Standalone AFTAC or Ring 10)
SUPERIMPOSED CIRCUIT(AFTAC) / 2 0

DETECTION LOOP
HIGHWAY GRADE CROSSING SIGNAL 2 2
(FRONT LIGHTS)
ADDITIONAL PAIR OF LIGHTS 1 1
(OTHER THAN FRONT LIGHTS)
GATE MECHANISM, AUTOMATIC 8 0
WITH ARM UP TO 26 FT
GATE MECHANISM, AUTOMATIC 10 0
WITH ARM OVER 26 FT
GCP/HXP (constant warning device, per track circuit) 15 0 EXIT GATE MANAGEMENT SYSTEM RACK* 10 0
MOVEMENT DETECTOR (PMD) 6 0
MOVEMENT DETECTOR (STANDBY UNIT) 3 0
RADIO DATA LINK, PER UNIT 1 0
PREEMPTION CIRCUIT 2 0
DATA RECORDER 1 0
REMOTE MONITORING DEVICE (SEAR, ETC)* 2 0
BONDED RAIL JOINTS (per mile, each rail, single bonded) 1 0 BATTERY AND CHARGER (per set) 1 0 0
TOTAL UNIT COUNT 3
PAVEMENT RESTORATION COSTS (Actual)
Annual Maintenance Cost at $278.25/Unit $835
*UP supplied Unit Value
August 9, 2025
0 1

AREMA UNIT STATEMENT OF RAILROAD HIGHWAY GRADE CROSSING SIGNALS

ESTIMATED MAINTENANCE COSTS

BY THE UNION PACIFIC RAILROAD
0 0
1 0
0 0
0 0
0 0
0 0
0 513
Zach Siviglia
CEO + President
2/26/2026
514
City of Lincoln
Ferrari Ranch Road Pedestrian Improvements Project
95% and Final PS&E and Construction Support
Amendment No. 4

Page 1 of 4 ends

SCOPE OF WORK

PROJECT UNDERSTANDING
The proposed scope of services is for finalizing plans, specifications and estimate for the Ferrari Ranch Road Pedestrian Improvement Project. This scope of services also includes providing bidding assistance as well as engineering support during construction of the project.

Additionally, since the city has received the At-Grade Crossing Agreement from Union Pacific Railroad (UPRR), items pertaining to construction of the project that are noted in the agreement will be included in the plans and specifications.

TASK 1. PROJECT MANAGEMENT
Task 1.1. Project Management
Mark Thomas will coordinate the plan completion with subconsultant and the City of Lincoln. This includes preparing 95% and final PS&E, bid proposal form, memos, letters, emails, and phone calls. This also includes internal team management, project accounting, invoice preparation and quality control and quality assurance tasks.

Task 1.2. Coordination Meetings
Mark Thomas will lead the overall coordination effort with the project team. Additionally, Mark Thomas will schedule, prepare for, and attend up to two (2) virtual project team meetings with the City of Lincoln and facilitate the discussions / decisions on plan completion, assign project tasks, and identify items critical to project delivery.

TASK 1 DELIVERABLES
Agendas
Project Updates
Monthly Billings and Invoices
TASK 2. UTILITY COORDINATION
Task 2.1. Utility Coordination
Building on the utility coordination during the plan preparation for the UPRR At-Grade Crossing Agreement, Mark Thomas will prepare Utility “C” letters along with Notice to Owners (NTO), Reports of Investigations (ROI), and Utility Agreements (UA) if necessary.
515
City of Lincoln
Ferrari Ranch Road Pedestrian Improvements Project
95% and Final PS&E and Construction Support
Amendment No. 4

Page 2 of 4 ends

TASK 2 DELIVERABLES
Copies of Utility "C" Letters
Utility Conflict Maps
Copies of NTO, ROI, and UA
TASK 3. MONUMENT PRESERVATION
Task 3.1. Monument Preservation
Section 8771 of the Business & Professions Code (Division 3, Chapter 15, Article 5) requires that any existing record monuments that will be covered, moved or destroyed be perpetuated by preconstruction corner records and shall be filed with the county surveyor. Preliminary research has identified up to five (5) existing monuments may require corner records and reference points set to perpetuate the location of said existing monuments.

Although we don't anticipate that the City's improvement project will permanently cover or destroy any permanent record monuments, the City will need a record that confirms that existing monuments in the limits of the project have been identified and perpetuated by a pre-construction corner record or have been reported to the City of Lincoln to have not been disturbed. This task does not include post construction corner records.

TASK 3 DELIVERABLES
Corner Record
TASK 4. PLANS, SPECIFICATIONS AND ESTIMATE
The Mark Thomas team (Mark Thomas and Fehr & Peers) will prepare 95%, and 100% (final) design for the project.

Additionally, Mark Thomas will review the UPRR At-Grade Crossing Agreement for the project and incorporate any construction related items (including flagging requirements) into the Ferrari Ranch Road Pedestrian Improvement plans and specifications.

The design plans will be prepared in accordance with Caltrans Specifications, Standard Plans and the City of Lincoln requirements.

Task 4.1. 95% Design
The Mark Thomas team will prepare 95% design for the project in accordance with Caltrans' specifications, Standard Plans and CADD manuals. The basis of the design will be preliminary plans we prepared to obtain UPRR's At-Grade Crossing Agreement. The 95% design plan set will include the following sheets:

Title Sheet
Typical Cross Section
Layout
Construction Detail
Drainage and Utilities
Pavement Delineation
516
City of Lincoln
Ferrari Ranch Road Pedestrian Improvements Project
95% and Final PS&E and Construction Support
Amendment No. 4

Page 3 of 4 ends

Electrical/Signal
The 95% plans will be delivered to the city in PDF format and comments received from the city on the 95% submittal will be used to produce the final plans. We anticipate one round of comments from the city on the 95% submittal.

Task 4.2. Final Design
The Mark Thomas team will prepare final improvement level design in accordance with Caltrans and CADD manuals. All comments from the 95% review will be documented and closed out. The plan sheets that will be updated include layouts, construction details, drainage, utilities, pavement delineation, and electrical sheets. Updates to the estimate will also be completed. A bid ready PS&E package will be submitted to the city along with a bid proposal spreadsheet that can be used by contractors bidding the project.

Task 4.3. Special Provisions
Mark Thomas will prepare Special Provisions for inclusion within the contract documents. The special provisions (SSPs) will follow Caltrans Standard Special Provisions and Standard Plans. It is assumed that the City will provide the General Provisions to be included in the specification package as well as the front-end documents.

Task 4.4. Estimate
Mark Thomas will develop quantities and prepare construction cost estimates. The construction estimate will be submitted to the city with the 95% submittal and final submittal.

TASK 4 DELIVERABLES
95% Plans, Specification & Estimate (PDF format)
Final Plans (PDF & AutoCAD)
Final Specifications (MS WORD)
Final Estimate (MS EXCEL)
Bid Proposal Spreadsheet (PDF & MS EXCEL)
TASK 5. BIDDING & CONSTRUCTICON SERVICESDING ASSISTANCE Task 5.1. Bidding Assistance
This scope assumes that advertising and the preparation of bid packages will be the responsibility of the City and that reproductions for bid documents are not included. The Mark Thomas team will be available to answer questions and provide City staff support during the bidding phase. Assuming only consultation during bidding, the following services will be provided as requested by the City:

Provide the City with email responses to Contractor's questions during the bidding phase.

Provide an analysis of the bids and a recommendation for award If requested, Mark Thomas will attend a Pre-construction meeting 517
City of Lincoln
Ferrari Ranch Road Pedestrian Improvements Project
95% and Final PS&E and Construction Support
Amendment No. 4

Page 4 of 4 ends

Task 5.2. Construction Support
The Mark Thomas team will be available on an as-needed basis for support during the construction phase. Assuming only consultation during construction, the following services will be provided as requested by the City:

Mark Thomas will make two (2) site visits during construction.

The Mark Thomas team will provide change order review and plan revisions as required.

The Mark Thomas team will provide consultation to the City on clarification questions from the Contractor on the construction plans and specifications as requested by the City.

The Mark Thomas team assumes that the RE will review all RFIs, submittals and shop drawings. When requested by the City, the Mark Thomas team will aid the RE with the review of RFIs regarding the design of the project.

Task 5.3. Record Drawings
After construction is complete, the Mark Thomas team will prepare Record Drawings based upon one consolidated and non-conflicting red-line plans provided by the contractor. The Mark Thomas team will rely on the completeness and accuracy of the documents provided by the Contractor for the preparation of the Record Drawings. Record Drawings will be submitted to the City in the latest version of AutoCAD.

TASK 5 DELIVERABLES
Email responses to Contractor's questions during the bidding phase.

Analysis of the bids and a recommendation for award
Change order review and plan revisions as required.

Record drawings submitted to the City in the latest version of AutoCAD.

Assumptions:

Only one (1) City review is anticipated. Comments from the 95% submittal will be incorporated into the final (100%) submittal.

Environmental clearance for construction of the project has been obtained by the city.

The contractor is responsible for all construction staking Public outreach for the construction of the project will be the responsibility of the city 518
Engineering Manager
Project Manager
Design Engineer II
Survey Manager II
Project Surveyor II
Asst Surveyor III
Lead Survey
Technician
Survey Technician III
2-Person Crew (OE3)
Sr. Project
Accountant
Sr. Project
Coordinator
Fehr & Peers
519
Engineering Surveying
Intern $65 - $120 Survey Technician I-III $70 - $195
Technician $100 - $145 Lead Survey Technician $150 - $175 Design Engineer I $130 - $185 Survey Specialist I-III $140 - $295 Design Engineer II $150 - $235 Asst Surveyor I-III $150 - $210 Sr. Technician $165 - $230 Project Surveyor I-III $205 - $325 Civil Engineering Designer $175 - $275 * Chief of Party $215 - $270 Project Engineer $180 - $255 * Instrumentperson $205 - $245 Sr. Project Engineer $220 - $315 * Chainperson $195 - $230 Sr. Technical Engineer $225 - $260 * Apprentice $130 - $195 CADD Manager $240 - $285 * 2-Person Crew $415 - $480
Technical Lead $255 - $315 * 3-Person Crew $590 - $710
Sr. Technical Lead $300 - $375 * Utility Locator $210 - $270 Design Manager $385 - $430 Drone $290
Engineering Manager $385 - $430
Sr. Engineering Manager $385 - $520 Project Management & Oversight Project Manager $195 - $355
Construction Management Sr. Project Manager $260 - $400 Office Engineer $180 - $285 Survey Manager I-II $250 - $435 * Inspector - CM $205 - $290 SUE Program Manager $300 - $335 * Asst. Resident Engineer $250 - $285 Division Manager $295 - $445 * Sr. Inspector - CM $260 - $360 Principal $500 - $550
Construction Manager $280 - $325
Area Manager - CM $280 - $325 Project Support
Resident Engineer $305 - $365 Technical/Sr. Technical Writer $125 - $170 Sr. Resident Engineer $365 - $405 Project/Sr. Project Assistant $95 - $185 Survey Coordinator $125 - $130
Planning Project/Sr. Project Coordinator $135 - $230
Planner I $115 - $150 Graphic/Sr. Graphic Designer $140 - $250 Economist $145 - $170 Project/Sr. Project Accountant $130 - $200 Planner II $150 - $185 Sr. Graphic Manager $225 - $290
Sr. Planner $180 - $250 Project Delivery Manager $230 - $255 Project Accountant Manager $250 - $280
Landscape Architecture/Urban Design Safety Manager $270 - $275 Landscape Intern $95 - $115
Landscape Designer I $115 - $140 District Management
Landscape Designer II $135 - $180 * Inspector - Apprentice $100 - $120 Landscape Architect $175 - $205 * Inspector/Sr. Inspector $115 - $205 Sr. Landscape Architect $195 - $225 * Lead Inspector $165 - $185 Assistant/Associate Sanitary Engineer $180 - $250
Grant Writing Sanitary/Sr. Sanitary Project Engineer $225 - $315 Funding Specialist $145 - $270 Operations/Deputy District Manager $285 - $405 Sr. Funding Specialist $280 - $325 District Manager-Engineer $415 - $465 Funding Manager $350 - $410
Special Services
Expert Witness $550
Strategic Consulting $550
MARK THOMAS & COMPANY, INC. RATE SCHEDULE
EXPIRES JUNE 30, 2026
Reimbursables including, but not limited to; reproductions, delivery and filing fees; outside consultant fees; and survey field expenses will be billed at Cost Plus 5% . Mileage will be billed per current IRS Rate.

Additional promotional steps exist within various rate categories.

This rate schedule expires June 30, 2026; rates are subject to escalation with new hourly rate schedule as of July 1, 2026. * These charge rates are subject to Prevailing Wage laws and Union contract.

RATE SCHEDULE (B-1) | PAGE 1 OF 1 520
Resolution No. 2026-XXX

Page 1 of 2 ends

RESOLUTION 2026-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LINCOLN AUTHORIZING THE CITY MANAGER TO EXECUTE (1) A PUBLIC HIGHWAY ATGRADE CROSSING AGREEMENT FOR FERRARI RANCH ROAD WITH UNION PACIFIC RAILROAD (UPRR), AND (2) AMENDMENT NO.4 TO THE PROFESSIONAL

SERVICES AGREEMENT WITH MARK THOMAS FOR FINAL ENGINEERING AND CONSTRUCTION SUPPORT SERVICES IN THE AMOUNT OF $80,900
WHEREAS, the Ferrari Ranch Road Pedestrian Improvements project is an approved budgeted capital improvement project (CIP600); and WHEREAS, purpose of the project is to construct pedestrian improvements and upgrades to the existing UPRR at-grade crossing to provide a safe path of travel across the railroad tracks; and
WHEREAS, UPRR has determined that their signal equipment needs to be upgraded to current standards because of this pedestrian improvement project; and WHEREAS, the City has contracted with Mark Thomas for design services and has had multiple amendments since 2021; and
WHEREAS, additional requirements by UPRR have increased the workload for Mark Thomas and one last amendment is needed to produce final bid documents.

NOW THEREFORE BE IT RESOLVED:

The City Council of the City of Lincoln authorizes the City Manager or designee to execute (1) a Public Highway At-Grade Crossing Agreement for Ferrari Ranch Road with Union Pacific Railroad (UPRR), and (2) Amendment No.4 to the Professional Services Agreement with Mark Thomas for final engineering and construction support services in the amount of $80,900.

PASSED AND ADOPTED this 10th day of March, 2026 by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
___________________________
Richard Pearl, Mayor
521
Resolution No. 2026-XXX

Page 2 of 2 ends

ATTEST:

Hope Ithurburn, City Clerk
522
SUBJECT: Waive Second Reading and Adopt an Ordinance of the City of Lincoln Repealing Lincoln Municipal Code Chapter 6.28, and Amending Lincoln Municipal Code Sections 6.24.010,

6.24.060, 18.22.020, 18.22.030, 18.26.010, 18.26.020, and

18.26.030 regarding Canine and Feline Kennel Uses. (Nita Wracker)
SUBMITTED BY: Nita Wracker
DEPARTMENT: City Attorney's Office
DATE: March 10, 2026
Item Number 8.G
STAFF RECOMMENDATION:

Staff recommends the City Council waive second reading and adopt an Ordinance repealing Lincoln Municipal Code Chapter 6.28, amending Lincoln Municipal Code Sections 6.24.010,

6.24.060.18.22.020, 18.22.030, 18.26.010, 18.26.020 and 18.26.030 regarding canine and feline kenneling within the City, and find the proposed ordinance is exempt from the California Environmental Quality Act.

BACKGROUND/INTRODUCTION:

On February 24, 2026, the City Council held a public hearing, waived first reading and introduced by title only an ordinance repealing Lincoln Municipal Code Chapter 6.28, amending Lincoln Municipal Code Sections 6.24.010, 6.24.060.18.22.020, 18.22.030,

18.26.010, 18.26.020 and 18.26.030 to allow for kenneling of canines and felines in commercial and light industrial zones. Council further found the ordinance was exempt from CEQA.

FINDINGS/ANALYSIS:

This second reading is necessary to enact the Ordinance.

ENVIRONMENTAL REVIEW:

The proposed ordinance is not subject to the California Environmental Quality Act (“CEQA”), as codified at Public Resources Code §§ 21000, et seq., and as further governed by 14 California Code of Regulations §§ 15000, et seq., because it is not a project as contemplated by 14 C.C.R. § 15378. Even if this Ordinance were subject to CEQA, the Ordinance would be exempt from the requirements of CEQA pursuant to 14 C.C.R. § 15061(b)(3), because there is no possibility it will have a significant effect on the environment.

STAFF REPORT
523
ATTACHMENTS:

Kennel_Ordinance 2ND read.doc
524
Ordinance No.

Page 1 of 7 ends

ORDINANCE XXXXB

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LINCOLN REPEALING LINCOLN MUNICIPAL CODE CHAPTER 6.28, AND AMENDING LINCOLN MUNICIPAL CODE SECTIONS 6.24.010, 6.24.060, 18.22.020, 18.22.030, 18.26.010, 18.26.020, AND

18.26.030, AND FINDING THE ORDINANCE IS EXEMPT FROM CEQA WHEREAS, Lincoln Municipal Code section 6.04.010 presently defines “Kennel" as “any enclosure, premises, building, structure, lot or area, in or on which four or more dogs of at least four months of age are kept for commercial or noncommercial purposes;” and WHEREAS, Lincoln Municipal Code Chapter 6.28 prohibits any person from keeping a commercial kennel except a licensed veterinarian; and WHEREAS, Lincoln Municipal Code section 18.29.020, regulating conditional uses in an agricultural district, permits kennels subject to issuance of a conditional use permit by the planning commission; and
WHEREAS, residents in the City of Lincoln have expressed the need for services commonly referred to as “doggy day care” for the healthy exercise, training and socialization of their pet canines both for limited hours during the day, and also occasional overnight boarding services; and
WHEREAS, because of the growing pet industry, to fill this need, business owners have inquired regarding the permitting necessary to open a kennel to provide these services, only to be told that under the current Lincoln Municipal Code, kennels are required to be operated only by licensed veterinarians; and WHEREAS, staff’s research indicates these types of services can reasonably be provided by a business without such licensure; and
WHEREAS, staff’s research of other jurisdictions permitting this use indicates the most appropriate zones within the City for these types of services would be commercial zones and light industrial zones; and
WHEREAS, the provision of boarding services for residents with cats is also a community need, and compatible with these recommended changes; and WHEREAS, the public’s concern regarding barking and noise can be mitigated by limiting the number of canines that can be boarded in one location in these zones and requiring a conditional use permit for any facility that allows the canines to be boarded, trained or exercised out-of-doors.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF LINCOLN does ordain as follows:
525
Ordinance No.

Page 2 of 7 ends

Section 1. Incorporation of Recitals. The City Council hereby incorporates by reference the recitals set forth above.

Section 2. CEQA Analysis. This Ordinance is not subject to the California Environmental Quality Act (“CEQA”), as codified at Public Resources Code §§ 21000, et seq., and as further governed by 14 California Code of Regulations §§ 15000, et seq., because it is not a project as contemplated by 14 C.C.R. § 15378. Even if this Ordinance were subject to CEQA, the City Council finds this Ordinance exempt from the requirements of CEQA pursuant to 14 C.C.R. § 15061(b)(3), because there is no possibility it will have a significant effect on the environment.

Section 3. Severability. If any section, sub-section, sentence, clause, phrase or portion of this Ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of the Ordinance. City Council hereby declares that it would have adopted the Ordinance and each section, sub-section, sentence, clause, phrase or portion thereof, irrespective of the fact that any one or more sections, sub-sections, sentences, clauses, phrases or portions to be declared invalid or unconstitutional.

Section 4. Publication. Within fifteen days of passage of this Ordinance, the City Clerk shall cause the full text of the Ordinance, with the names of those City Councilmembers voting for and against the Ordinance, to be published in the Lincoln News Messenger. In lieu of publishing the full text of the Ordinance, the City Clerk, if so directed by the City Attorney and within fifteen days, shall cause a summary of the Ordinance, prepared by the City Attorney and with the names of the City Councilmembers voting for and against the Ordinance, to be published in the Lincoln News Messenger, and shall post in the office of the City Clerk a certified copy of the City Councilmembers voting for and against the Ordinance. The publication of a summary of the Ordinance in lieu of the full text of the Ordinance is authorized only where the requirements of Government Code § 36933(c)(1) are met.

Section 5. Amendment. The definition of “kennel” contained at Lincoln Municipal Code Section 6.04.010 is hereby amended as follows:
"Kennel" means any enclosure, premises, building, structure, lot or area, in or on which four or more dogs or cats of at least four months of age are kept for commercial or noncommercial purposes.

Section 6. Amendment. Lincoln Municipal Code Sections 6.24.020 and 6.24.060 are hereby amended as follows:

6.24.010 - Term and issuance generally.

The dog licenses required by this title shall be issued upon payment of the fees fixed by Placer County.

6.24.060 - Renewal notices.
526
Ordinance No.

Page 3 of 7 ends

At least 30 days prior to the expiration of a license, the director of animal control shall mail a renewal notice to the owner of the canine or the owner of the kennel.

Section 7. Repeal. Lincoln Municipal Code Chapter 6.28 is hereby repealed in its entirety.

Section 8. Amendment. Lincoln Municipal Code Sections 18.22.020 and 18.22.030, regulating uses within a C Commercial Zone, is amended as follows:

18.22.020 - Uses permitted within a building.

All of the following uses are permitted in the C district provided they are conducted entirely within a building or structure:
(1) Animal hospital;
(2) Apparel store;
(3) Bakery;
(4) Barbershop;
(5) Book or periodical store;
(6) Department store;
(7) Drugstore;
(8) Financial institutions (banks, title companies, savings and loan companies);
(9) Food store;
(10) Furniture store;
(11) Gift shop;
(12) Hardware store;
(13) Household appliance store;
(14) Jewelry store;
(15) Kennel for the purposes of temporarily boarding not more than twenty (20) dogs or cats, each for a period not to exceed thirty (30) days; (16) Laundromat;
(17) Laundry agencies;
(18) Offices (professional, business and utility);
(19) Personal service establishments;
(20) Photographic studios;
(21) Photographic supplies;
(22) Record store;
(23) The sale of beer and wine associated bona fide eating place (restaurant), as defined by the California Alcohol Beverage Type 41 license. Outdoor service of beer and wine is allowed associated with the bona fide eating place (restaurant) with a valid Type 41 ABC License and requires an easily identifiable visual delineation of what is considered the approved service area, to the satisfaction of the community development director;
(24) Retail store incidental to any other use authorized by this section; (25) Salon;
527
Ordinance No.

Page 4 of 7 ends

(26) Stationery store;
(27) Tattoo parlors and/or body piercing establishments; (28) Theater;
(29) Toy store;
(30) Variety store;
(31) Other uses which the planning commission has determined are of the same general character as those listed in this section and will not be obnoxious to abutting properties or detrimental to the area in which located.

18.22.030 - Conditional uses.

The following uses are permitted in the C district subject to issuance of a conditional use permit by the planning commission:
(1) Apartments, hotels and motels, subject to the requirements of Chapter

18.16;
(2) Ambulance services;
(3) Automobile agencies (sales and service);
(4) Automobile body and paint shop;
(5) Automobile repair shop;
(6) Bar;
(7) Bowling alley;
(8) Bus depot;
(9) Heavy equipment sales and service;
(10) Home improvement center;
(11) Lumberyard;
(12) Mortuary;
(13) Outdoor storage, displays, sales, and rentals (including, but not limited to and by way of example only: propane tanks, rental kiosks, vending machines, clothing bins, and tires)
(14) Parking lot;
(15) Plumbing shop;
(16) Public buildings (libraries, utilities, offices, fire stations, police stations, civic buildings, post offices and substations); (17) Service station (not including major repair or overhaul, when part of a shopping center);
(18) Sheet metal shop;
(19) Tire shop;
(20) Video game center and arcade;
(21) All uses involving the sale or consumption of alcoholic beverages not listed as a use permitted within a building within Section 18.22.020(23); (22) Other uses of a similar nature;
(23) Pawnshops (per LMC 18.22.100);
(24) Kennels utilizing outdoor facilities for the purposes of temporarily boarding not more than twenty (20) dogs or cats each for a period not to exceed thirty (30) days;
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Ordinance No.

Page 5 of 7 ends

(25) Condominiums and townhomes, subject to the requirements of Chapter 18.16;
(26) All uses with an automobile "drive-thru." (not allowed in the Lincoln Downtown Area *).
* Lincoln Downtown Area as defined by the Lincoln Downtown Urban Design Plan Redistricting Map—May 2004, or as amended.
(27) Vehicle sales and service (excluding: engine replacement/overhaul, transmission repair).
(28) Reverse vending machines (Subject to the provisions set forth in Chapter 18.35).
(29) Small collection facilities (Subject to the provisions set forth in Chapter 18.35).

Section 9. Amendment. Lincoln Municipal Code Sections 18.26.010, 18.26.020, and

18.26.030 regulating uses within a light industrial district, are amended as follows:

18.26.010 - Permitted uses.

Uses permitted in the L-I district shall be as follows:
(1) Automobile body and paint shop;
(2) Automobile repair shop;
(3) Heavy equipment sales and service;
(4) Tire shop;
(5) Other uses which the planning commission has determined are similar in nature to others listed in this section;
(6) Signs as permitted by Title 16;
(7) Kennels for the purposes of temporarily boarding not more than thirty (30) dogs or cats each for a period not to exceed thirty (30) days.

18.26.020 - Uses permitted within a building.

The following uses are permitted within the L-I district if they are conducted within a building, or surrounded by a solid fence of wood, masonry or similar new materials:
(1) Automobile body manufacturing;
(2) Boat building;
(3) Bottling plant;
(4) Building materials;
(5) Cabinet shop;
(6) Contractor's yards;
(7) Emergency shelters; defined in section 50801(e) of the Health and Safety Code as "housing with minimal supportive services for homeless persons that is limited to occupancy of six months or less by a homeless person. No individual or household may be denied emergency shelter because of an inability to pay." Emergency shelters shall be subject to the following requirements:
a. Emergency shelters shall be in compliance with all building codes, fire standards, and light industrial parking standards;
529
Ordinance No.

Page 6 of 7 ends

b. The maximum occupancy shall not exceed 25 individuals; c.Emergency shelters shall provide on-site waiting and intake areas that are screened from public view;
d. There shall be at least one staff member of the emergency shelter on site at all times while temporary residents are present; e. Security lights shall be provided to the satisfaction of the development services director;
f. The applicant shall coordinate with the Lincoln police department to prepare a security plan for the facility, and shall provide the Lincoln police department with the name(s) and telephone number(s) of a responsible party(ies) to contact. The Lincoln police department may require the provision of on-site private security when the facility of [is] occupied if deemed necessary by the chief of police;
g. Emergency shelters shall establish and maintain set hours for client intake/discharge. Said hours shall be posted at the entry to the facility; and h. Emergency shelters shall maintain a minimum 300-foot separation from other emergency shelters.
(8) Feed and fuel yards;
(9) Food processing;
(10) Frozen food lockers;
(11) Ice and cold storage;
(12) Lumberyard;
(13) Machine shop;
(14) Warehousing;
(15) Kennels for the purposes of temporarily boarding not more than thirty (30) dogs or cats each for a period not to exceed thirty (30) days. (16) Other uses which the planning commission has determined are similar in nature.

18.26.030 - Conditional uses.

The following uses are permitted subject to issuance of a conditional use permit by the planning commission:
(1) Automobile wrecking yard;
(2) Concrete batch plant;
(3) Light manufacturing, fabrication, assembling, component manufacturing, small parts processing;
(4) Mobile home sales and services;
(5) Outdoor storage and sales;
(6) Public utility service yard.
(7) Recycling and redemption collection facilities, including reverse vending machine(s), small collection facilities, and recycling facilities (Subject to the provisions set forth in Chapter 18.35). (8) Kennels utilizing outdoor facilities for the purposes of temporarily boarding not more than thirty (30) dogs or cats each for a period not to exceed thirty (30) days.
530
Ordinance No.

Page 7 of 7 ends

INTRODUCED at a regular meeting of the City Council of the City of Lincoln held on February 24, 2026.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Lincoln held on March 10, 2026.

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
_____
Richard Pearl, Mayor
ATTEST:

Hope Ithurburn, City Clerk
531
SUBJECT: Adopt a Resolution Authorizing the City Manager to Execute Construction Contract for Verdera Tank #3 Ladder Retrofit Capital Improvement Project (CIP) 715. (Jonnelyn Espartero) SUBMITTED BY: Jonnelyn Espartero
DEPARTMENT: Engineering
DATE: March 10, 2026
Item Number 8.H
STAFF RECOMMENDATION:

Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a contract for construction with DN Tanks, LLC in the amount of $118,000 for the construction of the Verdera Tank #3 Ladder Retrofit Project Capital Improvement Project (CIP) 715 and authorizing the City Engineer to approve change orders not to exceed $11,800.

This project is funded by $195,000 from Fund 7150 Water PFE as part of Tank 3 Ladder Project in the Fiscal Year 2025/2027 Capital Improvement Budget.

BACKGROUND/INTRODUCTION:

The City of Lincoln owns and operates Verdera Tank #3 as part of its municipal water distribution system. The tank requires monthly inspections of the top hatch, air vents, and interior to ensure proper operation, maintain water quality standards, and comply with regulatory requirements. These components are accessible only from the roof of the structure.

Tank #3 was originally constructed without a permanent roof access ladder. As a result, Public Works staff currently rent a “cherry picker” lift each month to access the roof and perform required inspections. This ongoing rental creates recurring operational costs and requires additional scheduling coordination.

The proposed project would construct a permanent roof access ladder at Tank #3. Installation of a fixed access ladder will improve operational efficiency, enhance staff safety by providing consistent and secure access, and eliminate the need for monthly lift rentals, thereby reducing ongoing maintenance costs.

On August 20, 2025, the City Engineer approved a professional services contract with Bennett Engineering Services, Inc. for the design of the Verdera Tank #3 Ladder Retrofit Project (CIP 715) in the amount of $35,495.

STAFF REPORT
532
On January 15, 2026, City staff published the invitation for bids on PlanetBids and the City website.

A Task Order with Coastland Engineering for construction management and inspection services in the amount of $29,653 has been prepared for the City Manager’s approval.

FINDINGS/ANALYSIS:

Bids were received by the Clerk at 2:00 P.M. on February 11, 2026. A responsive bid proposal was received from one (1) contractor. Three other bids were received but deemed nonresponsive by staff. Bid summary has been provided in Attachment C.

Contractor Base Bid Amount
DN Tanks, LLC $118,000
Freschi Construction, Inc. $74,984*
Pridex Construction Group, Inc. $67,000*
TPA Construction, Inc. $126,320*
*Staff has reviewed the bids and found that three (3) bid proposals, including the lowest bidder, Pridex Construction Group, Inc., have been deemed non-responsive due to not meeting the bidder’s qualifications as required by the project specification. This prevented Staff from considering their proposal for award.

Hence, Staff recommends the City award a construction contract (Attachment B) to the third lowest responsive and responsible bidder, DN Tanks, LLC, in the amount of $118,000 for the Base Bid. The construction contingency has been set to approximately 10%.

The work will commence upon award of contract. The project is currently programmed with the following milestone schedule:

Award Contract for Construction: March 10, 2026
Issue Notice to Proceed: March 11, 2026
Begin Construction: April 2026
End Construction: June 2026
FISCAL IMPACT:

Budgeted
CIP 715 Verdera Tank #3 Ladder Retrofit
Fund 7150 $195,000
Total $195,000
Project Encumbrances
Placer County Notice of Exemption $ 52
533
Total $ 35,547
Remaining Estimated Project Costs
Fund 7150
Construction – DN Tanks, LLC $118,000
10% Contingency $ 11,800
CM Inspections – Coastland $ 29,653
Total $159,453
Budgeted Remaining
Fund 7150 $ 0.00
ATTACHMENTS:

Tank3 Ladder Retrofit_CON.DOC2.Attachment A_Resolution.2026March10.jespartero.docx Tank3 Ladder Retrofit_CON.DOC3.Attachment B_Contract.2026March10.jespartero.pdf Tank3 Ladder Retrofit_CON.DOC4.Attachment C_Bid Summary.2026March10.jespartero.pdf 534
Resolution No. 2026-XXX

Page 1 of 2 ends

RESOLUTION 2026-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LINCOLN

AUTHORIZING THE CITY MANAGER TO EXECUTE A CONTRACT FOR
CONSTRUCTION WITH DN TANKS, LLC IN THE AMOUNT OF $118,000 FOR THE CONSTRUCTION OF THE VERDERA TANK#3 LADDER RETROFIT CAPITAL IMPROVEMENT PROJECT (CIP) 715 AND AUTHORIZING THE CITY ENGINEER TO APPROVE CHANGE ORDERS NOT TO EXCEED $11,800
WHEREAS, The Capital Improvement Program for FY 2025/27 includes CIP 715 Verdera Tank #3 Ladder Retrofit in the amount of $195,000; and WHEREAS, the Notice to Bidders was duly advertised on PlanetBids on January 15, 2026, and a public bid opening was held by the City Clerk at 2:00 P.M. on Wednesday, February 11, 2026; and
WHEREAS, four (4) bid proposals were received but three (3) bids, including the apparent lowest bidder, Pridex Construction Group, Inc, were deemed non-responsive due to not meeting the bidder’s qualifications as required by the project specification; and WHEREAS, only one (1) bid was deemed responsive; and
WHEREAS, DN Tanks, LLC was determined to be the responsible bidder submitting the third lowest responsive bid in the amount of $118,000.

NOW THEREFORE BE IT RESOLVED:

Section 1. The City Council of the City of Lincoln authorizes the City Manager to execute a contract for construction with DN Tanks, LLC in the amount of $118,000, and authorize the City Engineer to approve change orders not to exceed $11,800.

PASSED AND ADOPTED this 10
th day of March, 2026 by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
___________________________
Richard Pearl, Mayor
535
Resolution No. 2026-XXX

Page 2 of 2 ends

ATTEST:

Hope Ithurburn, City Clerk
536
V - 1

CITY OF LINCOLN
Agreement for the Construction of the
VERDERA TANK #3 LADDER RETROFIT
THIS AGREEMENT, made and entered on, (DATE) ________________, by and between the CITY OF LINCOLN, a municipal corporation, (hereinafter referred to as "City"), and DN Tanks, LLC a (California Corporation, Limited Liability Company, etc.).

W I T N E S S E T H:

RECITALS:

WHEREAS, the City Council of the City of Lincoln has awarded a contract to Contractor for performance of the work set forth herein.

AGREEMENTS:

SECTION 1 - SCOPE OF WORK:

Contractor agrees to furnish all tools, equipment, apparatus, facilities, labor and materials necessary to perform and complete in a good and workmanlike manner, and in strict accordance with the Contract Documents as defined in section 7 hereof, the work of: Verdera Tank #3 Ladder Retrofit, City of Lincoln, County of Placer, State of California, as called for in the drawings and specifications adopted by the City, which drawings and specifications have been executed by the parties to this agreement. It is understood and agreed that said tools, equipment, apparatus, facilities, labor and materials shall be furnished, and said work performed and completed as required in the Contract Documents, under the direction and supervision of, and subject to the approval of the City and its duly authorized representatives.

SECTION 2 - TIME OF COMPLETION:

The contract time duration shall commence on the 15th calendar days following contract approval by the City of Lincoln City Council and shall be fully completed no later than 80 working days thereafter, or such additional time as may have been provided by change order, pursuant to the Contract Documents.

Time is of the essence of this agreement.
537
V - 2
SECTION 3 - CONTRACT PRICE:

City shall pay Contractor for the full and complete performance of this contract the sum of One Hundred Eighteen Thousand Dollars ($118,000.00), subject to adjustments as provided in the Contract Documents.

SECTION 4 - MONTHLY PROGRESS PAYMENTS:

Monthly progress payments shall be made in accordance with Article 23 of the General Conditions of these Contract Documents.

SECTION 5 - FINAL PAYMENT:

Final payment shall be made in accordance with Article 25 of the General Conditions of these Contract Documents.

SECTION 6 - ACCEPTANCE OF FINAL PAYMENT AS RELEASE:

The acceptance by the Contractor of final payment shall be and shall operate as a release to the City of any and all claims and all liability to the Contractor for all things done or furnished in connection with this work and for every act and/or neglect of the City or others relating to or arising from the work. No payment, however, final or otherwise, shall operate to release the Contractor or his sureties from any obligations under this contract or the performance and payment bonds required by this contract.

SECTION 7 - CONTRACT DOCUMENTS:

The complete contract between the parties hereto shall consist of the following documents herein referred to as the "Contract Documents":

Notice to Bidders
Information for Bidders
Bid Form
Designation of Subcontractors
This agreement
Bidder’s Bond
Payment Bond
General Conditions
Special Provisions
Contract Drawing
Technical Specifications
Duly issued addenda
Duly issued interpretations
Supplemental Drawings issued pursuant to Article 4 of the General Conditions Shop Drawings and Manufacturers' Instructions approved pursuant to Article 5 of the General Conditions
538
V - 3
Approved Change Orders
Contractors' Guarantee and Bond
Such documents, collectively referred to herein as the Contract Documents, hereby are incorporated herein by this reference and made a part hereof.

IN WITNESS WHEREOF, the parties hereto executed this agreement the day and year first above written.

CITY: CITY OF LINCOLN
By: _______________________________
City Manager
ATTEST: APPROVED AS TO FORM:
_____________________________ ___________________________ City Clerk City Attorney

_____________________________ ___________________________ Dated Dated

(SEAL)
CONTRACTOR:
___________________________________
Signature

___________________________________
Name
__________________________________
Official Title
___________________________________
Business Address
___________________________________
___________________________________

539
V - 4

CORPORATE CERTIFICATE
I, _________________, certify that I am the Secretary of the corporation named as Contractor in the foregoing contract; that ________________, who signed said contract on behalf of said corporation is authorized to fully bind the corporation to this agreement; that said contract was duly signed for and on behalf of said corporation by authority of its governing body and is within the scope of its corporate powers.

(Signature)

(Seal)
540
V - 5

PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: That
WHEREAS, the City Council of the City of Lincoln, State of California, has awarded to CONTRACTOR (hereinafter designated as "Principal") a contract for Verdera Tank #3 Ladder Retrofit; and
WHEREAS, said Principal is required under the terms of said contact to furnish a bond for the faithful performance of said contract;
NOW, THEREFORE, we, the Principal and as Surety, are held and firmly bound unto the City of Lincoln (hereinafter called "Owner"), in the sum of One Hundred Eighteen Thousand Dollars ($118,000.00), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bonded Principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the said contract and any alteration thereofF made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless Owner, its officers, agents, and employees, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force, virtue, and effect.

And said Surety for value received, thereby expressly acknowledges and agrees that no change, extension of time, forbearance or waiver, prepayment or delay in payment, alteration or addition to the terms of the Contract Documents, whether by virtue of the provisions for modifications contained therein or by separate agreement between the Contractor and the City of Lincoln, shall in any manner affect its obligations on this agreement, and said Surety hereby expressly waives notice of and consents to any such change, forbearance or waiver, extension of time, prepayment or delay in payment, alteration or addition. Said Surety hereby expressly acknowledges and agrees to be bound by the terms and conditions contained in the contract documents and any amendment and/or modifications thereto, and said contract documents, amendments and modifications are hereby incorporated in this performance bond as though fully set forth herein.

In the event suit is brought upon this bond by Owner and judgment is recovered, Surety shall pay all costs incurred by Owner in such suit, including a reasonable attorneys' fees to be fixed by the Court.

Death of the Principal shall not relieve Surety of its obligations hereunder. 541
V - 6
IN WITNESS WHEREOF, two identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by Principal and Surety above named, on the _____________ day of _____________________, 2026. _____________________________ (SEAL)
_____________________________ (SEAL)
_____________________________ (SEAL)

PRINCIPAL
_____________________________ (SEAL)
_____________________________ (SEAL)
_____________________________ (SEAL)
SURETY
NOTE:

Signatures of those executing for Surety must be properly acknowledged.

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the City Council of the City of Lincoln, State of California, and DN Tanks, LLC (hereinafter designated as "Principal") have entered into an agreement for the furnishing of all materials, labor, services, and transportation, necessary, convenient, and proper to Verdera Tank #3 Ladder Retrofit which said agreement dated , and all of the Contract Documents attached to or forming a part of said agreement, are hereby referred to and made a part hereof; and
WHEREAS, pursuant to law, the Principal is required before entering upon the performance of the work, to file a good and sufficient bond with the body which awards the contract, to secure claims to which reference is made in Chapter 7 of Title 15 of the Civil Code of California.

NOW, THEREFORE, said Principal and the undersigned ___________________, as corporate surety, are held and firmly bound unto the City of Lincoln, and unto all laborers, material, men, and other persons referred to in said statutes, in the sum of One Hundred Eighteen Thousand Dollars ($118,000.00), lawful money of the United States, for the payments of which sum well and truly made, we bind ourselves, our heirs, executors, administrators, successors, or assigns, jointly and severally by these presents.

The condition of this obligation is such that if the said Principal or any of his or its subcontractors, or the heirs, executors, administrators, successors, or assigns of any, all or either of them, shall fail to pay any of the persons named in Civil Code section 3181, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Principal and his subcontractors pursuant to section 18806 of the Revenue and Taxation Code, with respect to such work and labor, that the Surety herein will pay for the same in an amount not to exceed the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, the said Surety will pay a reasonable attorneys' fee to be fixed by the Court.

This bond shall inure to the benefit of any of the persons named in Civil Code section 3181 as to give a right of action to such persons or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force, virtue and effect.

And said Surety for value received, hereby expressly acknowledges and agrees that no change, extension of time, forbearance or waiver, prepayment or delay in payment, alteration or addition to the terms of the Contract Documents, whether by virtue of the provisions for modifications contained therein or by separate agreement between the Contractor and the City of Lincoln, shall in any manner affect its obligations on this agreement, and said Surety hereby 543
V - 8
expressly waives notice of and consents to any such change, forbearance or waiver, extension of time, prepayment or delay in payment, alteration or addition.

Death of Principal shall not relieve Surety of its obligations hereunder.

IN WITNESS WHEREOF, two identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the _____________________ day of _____________, 2026. _____________________________ (SEAL)
_____________________________ (SEAL)
_____________________________ (SEAL)
Principal
_____________________________ (SEAL)
_____________________________ (SEAL)
_____________________________ (SEAL)
Surety
___________________________________
___________________________________
NOTE:

Signatures of those executing for Surety must be properly acknowledged.

The bond must be accompanied by a power of attorney from the Surety authorizing its agent to bind it to this bond. A copy of such power of attorney shall be on file with the Lincoln City Clerk.
544
2/10/2025
02/11/2026
Deputy 545
SUBJECT: Adopt a Resolution Approving the Plans and Specifications and Authorizing Bidding for Crack Seal & Seal Coat Airport Apron Project (CIP 720). (Roland Neufeld)
SUBMITTED BY: Roland Neufeld
DEPARTMENT: Engineering
DATE: March 10, 2026
Item Number 8.I
STAFF RECOMMENDATION:

Staff recommends City Council adopt a resolution approving the improvement plans and technical specifications and authorizing the Engineering Department to proceed with bidding for construction; and authorizing the submittal of an application, acceptance of an allocation of funds and execution of a grant agreement with the FAA for matching grant funds; authorizing the submittal of an application, acceptance of an allocation of funds and execution of a grant agreement with the California Department of Transportation for an Airport Improvement Program matching grant for the Crack Seal & Seal Coat Airport Apron Project (CIP 720).

BACKGROUND/INTRODUCTION:

The Fiscal Year 2025/26 budget includes $659,000 for CIP 720: Crack Seal & Seal Coat Airport Apron Project.

Preventative maintenance is required to prolong the life of the asphalt on the aircraft parking apron of the Lincoln Regional Airport. This project will seal the existing cracks in the asphalt and then place a seal coat over the asphalt on the airport apron.

The project plans and specifications were completed by the City’s consultant, Brandley Engineering, Inc. in February 2026.

The plans and specifications may be subject to minor technical revisions for clarification, prior to and during the advertisement period, as approved by the City Engineer. These revisions do not affect the size, scope and intent of the project. A set of Improvement Plans are included as Attachment A.

Following Federal Aviation Administration (FAA) requirements, a final application for federal assistance for construction funding will be submitted to the FAA after construction bids have been received. The FAA will pay for 90% of construction costs.

Additionally, following execution of the FAA grant, staff will apply for a Caltrans Division of Aeronautics grant that will pay for 5% of construction costs.

STAFF REPORT
546
Per Federal Aviation Administration (FAA) requirements, construction management and inspection services will be performed by the City’s on-call Airport engineering firm, Brandley Engineering.

FINDINGS/ANALYSIS:

The anticipated project schedule is as follows:

Advertise and circulate for bids March 12, 2026
Open Bids April 9, 2026
Contract Award August 2026
Start Construction September 2026
Project Completion October 2026
ENVIRONMENTAL REVIEW:

The proposed project qualifies for a categorical/statutory exemption under section 14 California Code of Regulations §§ 15301(c): Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use and thereby is exempt from further environmental review under the California Environmental Quality Act Guidelines.

Additionally, the FAA has determined that the project is categorically excluded from NEPA review per 1050.1.F CATEX: 5-6.4.e. The NEPA Categorical Exclusion is included as Attachment B.

FISCAL IMPACT:

Project Funding:

Fund 7500 – Airport Fund $ 22,140
Fund 7500 – Caltrans Grant Funding $ 10,810
Fund 7550 – FAA Grant Funding $ 626,050
Total Project Funding $ 659,000
Project Expenses:

Engineering Design (Brandley) $ 65,000
Construction Management & Inspection (Brandley) $ 104,000 Construction (Engineer’s Estimate) $ 490,000
Total Expenses $ 659,000
ATTACHMENTS:

Attachment A - Improvement Plans.pdf
Attachment B - NEPA Categorical Exclusion.pdf
547
RESOLUTION (9).docx
548
LINCOLN, CALIFORNIA LINCOLN REGIONAL AIRPORT MARCH 2026 CONSTRUCTION PLANS FOR: 1 14 AIP NO. 3-06-0120-___-2026 APPROVED: DATE: APPROVED: DATE: LINCOLN REGIONAL AIRPORT CRACK SEAL AND SEAL COAT AIRCRAFT PARKING APRON DESIGNED BY: 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725 SHEET INDEX 1 COVER SHEET AND INDEX 2 CONSTRUCTION SAFETY AND PHASING PLAN 3 BARRICADE PLAN - PHASE 1 4 BARRICADE PLAN - PHASE 2 5 BARRICADE PLAN - PHASE 3 6 COORDINATE CONTROL PLAN 7 CRACK SEAL PLAN - APRON SHEET 1 8 CRACK SEAL PLAN - APRON SHEET 2 9 CRACK SEAL DETAILS 10 SEAL COAT PLAN - APRON SHEET 1 11 SEAL COAT PLAN - APRON SHEET 2 12 MARKING PLAN - APRON SHEET 1 13 MARKING PLAN - APRON SHEET 2 14 MARKING DETAILS C I V I L Exp. 6-30-2026 RNo. C 66558 EGISTERED PROFES IONAL ENGINEER STATE OF CAL I FORNIA R. DAMON BRANDLEY 549
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. R
AD MON BRANDLEY DMBDB 44.30 4430.02.CSPP 1"=300'
CONSTRUCTION SAFETY AND PHASING PLAN 2/26/26

CRACK SEAL AND SEAL COAT AIRCRAFT
PARKING APRON 300
0 150 300 SCALE: 1"=300' DATE DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.02.CSPP.DWG PLOTTED BY David Baltazar 2/26/2026 3:06 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT
LINCOLN CALIFORNIA 96" (84" WHEN CONNECTED) SAFETY ORANGE PRISMATIC REFLECTOR WHITE PRISMATIC REFLECTOR SOLAR WARNING LIGHT FORK LIFT GROOVE SAFETY ORANGE WATER RELEASE PLUG BARRICADE NOTES: 1. CONTRACTOR SHALL FURNISH, PLACE, AND MAINTAIN PLASTIC WATER-FILLED LOW PROFILE LIGHTED BARRICADES. 2. EACH BARRICADE SHALL HAVE 2 SOLAR-POWERED LIGHTS WITH RED LENSES EACH CONTROLLED BY PHOTOCELLS SUCH THAT THEY ARE ON CONTINUOUS AT NIGHT AND OFF BY DAY. 3. BARRICADES SHALL BE SECURED IF NECESSARY TO RESIST MOVEMENT FROM JET OR PROP BLAST. 4. LOCATE BARRICADES AS SHOWN ON THE PLAN AND DIRECTED BY RESIDENT PROJECT REPRESENTATIVE. SPACING BETWEEN BARRICADES SHALL NOT EXCEED 4 FEET. 5. AT THE COMPLETION OF THE CONSTRUCTION, ALL BARRICADES SHALL BE DRAINED OF WATER AND REMOVED FROM THE AIRPORT. 10" WATER-FILLED BARRICADE NOT TO SCALE GRID NORTH LINCOLN CTAF: 123.00 2 OF 14 ARFF ACCESS ROUTE RUNWAY OBJECT FREE AREA RUNWAY SAFETY AREA EXISTING PAVEMENT EXISTING FENCE RUNWAY PROTECTION ZONE TAXIWAY OBJECT FREE AREA PHASE 1 WORK AREA PHASE 3 WORK AREA PHASE 2 WORK AREA 123
1 2
3 CONTRACTOR'S STORAGE AREA
T/W G AUTOMATIC GATE G1 AUTOMATIC GATE G2
T/W E
T/W J
T/W K TAXIWAY A T/W H RUNWAY 15-33 ILS LOCALIZER ANTENNA MALSR AWOS ILS GLIDE SLOPE ANTENNA 4-BOX PAPI 4-BOX PAPI AUTOMATIC GATE G3 T/W D
T/W B STAGING NOTES: 1. CONTRACTOR SHALL FURNISH, PLACE, MAINTAIN & REMOVE CONTRACTOR FURNISHED BARRICADES AS NEEDED. 2. THERE ARE THREE WORK PHASE AREAS FOR THIS PROJECT. WORK PHASE 1 AREA IS LOCATED AT THE TIEDOWN APRON SOUTH OF TAXIWAY E. WORK PHASE 2 AREA IS LOCATED AT TAXIWAY F APRON, AND THE JET PARKING APRON. WORK PHASE 3 AREA IS LOCATED AT THE TIEDOWN APRON NORTH OF TAXIWAY E AND SOUTH OF TAXIWAY F APRON. WORK IN A PHASE MUST BE COMPLETE PRIOR TO THE START OF THE NEXT PHASE. 3. WORK MAY ONLY BE PERFORMED IN ONE WORK PHASE AREA AT A TIME. THE CURRENT WORK PHASE SHALL REMAIN CLOSED UNTIL COMPLETION OF MARKING 1ST COAT IN THAT PHASE. 4. NO WORK SHALL BEGIN UNTIL ALL BARRICADES HAVE BEEN INSTALLED TO CLOSE THE TAXIWAYS APRON AREAS AS SHOWN ON THE PLAN. 5. CONTRACTOR IS ALLOWED 9 WORKING DAYS TO COMPLETE PHASE 1A - 1C. CONTRACTOR IS ALLOWED 11 WORKING DAYS TO COMPLETE PHASE 2A - 2C. CONTRACTOR IS ALLOWED 7 WORKING DAYS TO COMPLETE PHASE 3A - 3C. CONTRACTOR IS ALLOWED 3 TOTAL WORKING DAYS TO COMPLETE PHASES 1D, 2D, AND 3D. 6. MARKING REMOVAL AND CRACK SEAL MAY OCCUR AT THE SAME TIME. ANY DAMAGE TO CRACK SEALANT DUE TO MARKING REMOVAL OPERATIONS SHALL BE TOUCHED UP PRIOR TO START OF SEAL COAT OPERATIONS. 7. CONTRACTOR SHALL ALLOW A MINIMUM OF 48 HOURS OF CURE TIME BETWEEN SEAL COAT AND MARKING 1ST COAT PHASES. 8. CONTRACTOR SHALL ALLOW A MINIMUM OF 2 WEEKS BETWEEN PHASE 3C (MARKING 1ST COAT) AND PHASE 1D (MARKING 2ND COAT). 9. CONTRACTOR SHALL GIVE AIRPORT 2 WEEKS NOTICE PRIOR TO START OF CONSTRUCTION. CONTRACTOR'S HAUL ROUTE AIRCRAFT ROUTE T/W G T/W F EXISTING BUILDING CONTRACTOR'S STORAGE AREA PHASE CONTRACTOR'S WORK FACILITY CLOSURE RESTRICTIONS AIRCRAFT ACCESS LEGEND 1A MARKING REMOVAL, CRACK SEAL TIEDOWN APRON SOUTH OF TAXIWAY E, TAXIWAY B, AND HELIPAD COMPLETE WORK ON PHASE 1A BEFORE MOVING TO PHASE 1B. 40 TIEDOWN PARKING SPACES AND JET PARKING AVAILABLE IN PHASE 2 & 3 AREAS. 1B SEAL COAT COMPLETE WORK ON PHASE 1B BEFORE MOVING TO PHASE 1C. 1C MARKING 1ST COAT MINIMUM 48 HOURS CURE TIME SHALL BE ALLOWED BETWEEN PHASE 1B AND 1C. COMPLETE WORK ON PHASE 1C BEFORE MOVING TO PHASE 2A. 2A MARKING REMOVAL, CRACK SEAL TAXIWAY F APRON, JET PARKING APRON, AND TAXIWAY F COMPLETE WORK ON PHASE 2A BEFORE MOVING TO PHASE 2B. 40 TIEDOWN PARKING SPACES AVAILABLE IN PHASE 1 AREA. JET PARKING AVAILABLE IN PHASE 3 AREA. 2B SEAL COAT COMPLETE WORK ON PHASE 2B BEFORE MOVING TO PHASE 2C. 2C MARKING 1ST COAT MINIMUM 48 HOURS CURE TIME SHALL BE ALLOWED BETWEEN PHASE 2B AND 2C. COMPLETE WORK ON PHASE 2C BEFORE MOVING TO PHASE 3A. 3A MARKING REMOVAL, CRACK SEAL TAXIWAY E EAST OF TAXIWAY A, TIEDOWN APRON NORTH OF TAXIWAY E AND SOUTH OF TAXIWAY F APRON COMPLETE WORK ON PHASE 3A BEFORE MOVING TO PHASE 3B. 40 TIEDOWN PARKING SPACES AVAILABLE IN PHASE 1 AREA. JET PARKING AVAILABLE IN PHASE 2 AREA. 3B SEAL COAT COMPLETE WORK ON PHASE 3B BEFORE MOVING TO PHASE 3C. 3C MARKING 1ST COAT MINIMUM 48 HOURS CURE TIME SHALL BE ALLOWED BETWEEN PHASE 3B AND 3C. COMPLETE WORK ON PHASE 3C BEFORE MOVING TO PHASE 1D. 1D MARKING 2ND COAT TIEDOWN APRON SOUTH OF TAXIWAY E, TAXIWAY B, AND HELIPAD COMPLETE WORK ON PHASE 1D BEFORE MOVING TO PHASE 2D. 40 TIEDOWN PARKING SPACES AND JET PARKING AVAILABLE IN PHASE 2 & 3 AREAS. 2D MARKING 2ND COAT TAXIWAY F APRON, JET PARKING APRON, AND TAXIWAY F COMPLETE WORK ON PHASE 2D BEFORE MOVING TO PHASE 3D. 40 TIEDOWN PARKING SPACES AVAILABLE IN PHASE 1 AREA. JET PARKING AVAILABLE IN PHASE 3 AREA. 3D MARKING 2ND COAT TAXIWAY E EAST OF TAXIWAY A, TIEDOWN APRON NORTH OF TAXIWAY E AND SOUTH OF TAXIWAY F APRON 40 TIEDOWN PARKING SPACES AVAILABLE IN PHASE 1 AREA. JET PARKING AVAILABLE IN PHASE 2 AREA. GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SECURITY, SAFETY AND CLEANLINESS OF THE CONTRACTOR'S STORAGE AND WORK AREAS AT ALL TIMES. 2. CONTRACTOR WILL MAINTAIN HAUL ROAD AND PAVED SURFACES CLEAR OF DEBRIS AT ALL TIMES. RUNWAYS, TAXIWAYS, AND APRONS SHALL BE MAINTAINED BROOM CLEAN. 3. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION VEHICLE ACTIVITY TO THE LIMITS OF THE PROJECT AND THE HAUL ROAD SHOW ON THE PLANS. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED BEYOND THE LIMITS OF THE WORK AREA. 3. AIRPORT OWNER WILL PROVIDE A QUALIFIED FLAGMAN TO MONITOR AIRPORT FREQUENCY 123.00 MHZ AND OBSERVE AIRCRAFT OPERATIONS WHEN CONTRACTOR IS WORKING NEAR ACTIVE TAXIWAYS AND APRONS, AND PROVIDE ESCORT ALONG ACTIVE APRON TAXIWAYS. 4. CONTRACTOR WILL FURNISH, ERECT & MAINTAIN LIGHTED BARRICADES AT THE BOUNDARY OF THE WORK AREA TO KEEP AIRCRAFT FROM ENTERING THE CONTRACTOR'S WORK AREAS AND THE CONTRACTOR'S PERSONNEL & EQUIPMENT FROM OCCUPYING ANY OF THE AREAS OPEN FOR AIRCRAFT OPERATIONS. 5. SIGN COVERINGS SHALL BE SECURED TO RESIST MOVEMENT FROM WEATHER, PROP, AND JET BLAST. 6. CONTRACTOR WILL VERIFY LOCATION AND PROTECT EXISTING UTILITIES. 7. SHOULD CONTRACTOR ENCOUNTER & DAMAGE A WATERLINE ON THE AIRPORT CONTRACTOR WILL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT, THE AIRPORT, AND CITY PUBLIC WORKS DEPARTMENT. 8. IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT WILL BE EVACUATED AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVEN PERMISSION EXCEPT FOR LIFESAVING ACTIVITIES. 9. ALL GATES USED BY THE CONTRACTOR WILL REMAIN CLOSED AT ALL TIMES EXCEPT WHEN AUTHORIZED EQUIPMENT IS ACTUALLY ENTERING THE AIRPORT OR GATE IS CONTINUOUSLY GUARDED TO KEEP UNAUTHORIZED PERSONNEL AND WILDLIFE FROM ENTERING THE AIRPORT. 10. CONTRACTOR'S STORAGE AND STAGING AREA LOCATION SHALL BE DESIGNATED BY THE AIRPORT MANAGER. CONTRACTOR MAY IMPROVE STORAGE AREA, IF NEEDED, AT NO ADDITIONAL COST TO THE AIRPORT. CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL CONDITION ONCE PROJECT IS COMPLETE. 11. CONTRACTOR WILL PROVIDE A DETAILED PLAN AND SCHEDULE SHOWING LIMITS OF PROPOSED WORK FOR EACH PHASE TWO WEEKS PRIOR TO WORKING IN EACH PHASE. 12. ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED WITH AN ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER BEACON. EQUIPMENT OPERATING IN LOW VISIBILITY CONDITIONS, DAWN OR DUSK HOURS SHALL BE EQUIPPED AND USE AN AMBER FLASHING BEACON. 13. TAXIING AIRCRAFT WILL HAVE RIGHT OF WAY OVER CONTRACTOR'S VEHICLES AT ALL TIMES. 14. ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT THE ATTRACTION OF WILDLIFE. WASTE CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED AT ALL TIMES. NO TRASH OR DEBRIS SHALL BE LEFT ON SITE BY THE CONTRACTOR. 550
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TOFA TOFA TOFA TOFA

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TOFA

TOFA TOFA
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TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA
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RPZ

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
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LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
RE

DE PROFESSIONAL ENGINEE
R

STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.02.CSPP 1"=300'
BARRICADE PLAN - PHASE 1 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.02.CSPP.DWG PLOTTED BY David Baltazar 2/26/2026 3:06 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT

LINCOLN CALIFORNIA
3 OF 14
1 CONTRACTOR'S STORAGE AREA
T/W D
T/W B

T/W E T/W E
T/W G
T/W F
T/W G TAXIWAY A AUTOMATIC GATE G1 AUTOMATIC GATE G2 EXISTING FENCE 1 1 1 1
1 ARFF ACCESS ROUTE BARRICADE, PHASE IDENTIFICATION EXISTING PAVEMENT EXISTING FENCE TAXIWAY OBJECT FREE AREA X
X CONTRACTOR'S HAUL ROUTE AIRCRAFT ROUTE EXISTING BUILDING 96" (84" WHEN CONNECTED) SAFETY ORANGE PRISMATIC REFLECTOR WHITE PRISMATIC REFLECTOR SOLAR WARNING LIGHT FORK LIFT GROOVE SAFETY ORANGE WATER RELEASE PLUG BARRICADE NOTES: 1. CONTRACTOR SHALL FURNISH, PLACE, AND MAINTAIN PLASTIC WATER-FILLED LOW PROFILE LIGHTED BARRICADES. 2. EACH BARRICADE SHALL HAVE 2 SOLAR-POWERED LIGHTS WITH RED LENSES EACH CONTROLLED BY PHOTOCELLS SUCH THAT THEY ARE ON CONTINUOUS AT NIGHT AND OFF BY DAY. 3. BARRICADES SHALL BE SECURED IF NECESSARY TO RESIST MOVEMENT FROM JET OR PROP BLAST. 4. LOCATE BARRICADES AS SHOWN ON THE PLAN AND DIRECTED BY RESIDENT PROJECT REPRESENTATIVE. SPACING BETWEEN BARRICADES SHALL NOT EXCEED 4 FEET. 5. AT THE COMPLETION OF THE CONSTRUCTION, ALL BARRICADES SHALL BE DRAINED OF WATER AND REMOVED FROM THE AIRPORT. 10" WATER-FILLED BARRICADE NOT TO SCALE 100 0 50 100 SCALE: 1"=100' GRID NORTH PHASE 1 WORK AREA 1 1 CONTRACTOR'S STORAGE AREA LEGEND STAGING NOTES: 1. CONTRACTOR SHALL FURNISH, PLACE, MAINTAIN & REMOVE CONTRACTOR FURNISHED BARRICADES AS NEEDED. 2. THERE ARE THREE WORK PHASE AREAS FOR THIS PROJECT. WORK PHASE 1 AREA IS LOCATED AT THE TIEDOWN APRON SOUTH OF TAXIWAY E. WORK PHASE 2 AREA IS LOCATED AT TAXIWAY F APRON, AND THE JET PARKING APRON. WORK PHASE 3 AREA IS LOCATED AT THE TIEDOWN APRON NORTH OF TAXIWAY E AND SOUTH OF TAXIWAY F APRON. WORK IN A PHASE MUST BE COMPLETE PRIOR TO THE START OF THE NEXT PHASE. 3. WORK MAY ONLY BE PERFORMED IN ONE WORK PHASE AREA AT A TIME. THE CURRENT WORK PHASE SHALL REMAIN CLOSED UNTIL COMPLETION OF MARKING 1ST COAT IN THAT PHASE. 4. NO WORK SHALL BEGIN UNTIL ALL BARRICADES HAVE BEEN INSTALLED TO CLOSE THE TAXIWAYS APRON AREAS AS SHOWN ON THE PLAN. 5. CONTRACTOR IS ALLOWED 9 WORKING DAYS TO COMPLETE PHASE 1A - 1C. CONTRACTOR IS ALLOWED 11 WORKING DAYS TO COMPLETE PHASE 2A - 2C. CONTRACTOR IS ALLOWED 7 WORKING DAYS TO COMPLETE PHASE 3A - 3C. CONTRACTOR IS ALLOWED 3 TOTAL WORKING DAYS TO COMPLETE PHASES 1D, 2D, AND 3D. 6. MARKING REMOVAL AND CRACK SEAL MAY OCCUR AT THE SAME TIME. ANY DAMAGE TO CRACK SEALANT DUE TO MARKING REMOVAL OPERATIONS SHALL BE TOUCHED UP PRIOR TO START OF SEAL COAT OPERATIONS. 7. CONTRACTOR SHALL ALLOW A MINIMUM OF 48 HOURS OF CURE TIME BETWEEN SEAL COAT AND MARKING 1ST COAT PHASES. 8. CONTRACTOR SHALL ALLOW A MINIMUM OF 2 WEEKS BETWEEN PHASE 3C (MARKING 1ST COAT) AND PHASE 1D (MARKING 2ND COAT). 9. CONTRACTOR SHALL GIVE AIRPORT 2 WEEKS NOTICE PRIOR TO START OF CONSTRUCTION. PHASE CONTRACTOR'S WORK FACILITY CLOSURE RESTRICTIONS AIRCRAFT ACCESS 1A MARKING REMOVAL, CRACK SEAL TIEDOWN APRON SOUTH OF TAXIWAY E, TAXIWAY B, AND HELIPAD COMPLETE WORK ON PHASE 1A BEFORE MOVING TO PHASE 1B. 40 TIEDOWN PARKING SPACES AND JET PARKING AVAILABLE IN PHASE 2 & 3 AREAS. 1B SEAL COAT COMPLETE WORK ON PHASE 1B BEFORE MOVING TO PHASE 1C. 1C MARKING 1ST COAT MINIMUM 48 HOURS CURE TIME SHALL BE ALLOWED BETWEEN PHASE 1B AND 1C. COMPLETE WORK ON PHASE 1C BEFORE MOVING TO PHASE 2A. 1D MARKING 2ND COAT TIEDOWN APRON SOUTH OF TAXIWAY E, TAXIWAY B, AND HELIPAD COMPLETE WORK ON PHASE 1D BEFORE MOVING TO PHASE 2D. 40 TIEDOWN PARKING SPACES AND JET PARKING AVAILABLE IN PHASE 2 & 3 AREAS. CONTRACTOR'S STORAGE AREA GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SECURITY, SAFETY AND CLEANLINESS OF THE CONTRACTOR'S STORAGE AND WORK AREAS AT ALL TIMES. 2. CONTRACTOR WILL MAINTAIN HAUL ROAD AND PAVED SURFACES CLEAR OF DEBRIS AT ALL TIMES. RUNWAYS, TAXIWAYS, AND APRONS SHALL BE MAINTAINED BROOM CLEAN. 3. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION VEHICLE ACTIVITY TO THE LIMITS OF THE PROJECT AND THE HAUL ROAD SHOW ON THE PLANS. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED BEYOND THE LIMITS OF THE WORK AREA. 3. AIRPORT OWNER WILL PROVIDE A QUALIFIED FLAGMAN TO MONITOR AIRPORT FREQUENCY 123.00 MHZ AND OBSERVE AIRCRAFT OPERATIONS WHEN CONTRACTOR IS WORKING NEAR ACTIVE TAXIWAYS AND APRONS, AND PROVIDE ESCORT ALONG ACTIVE APRON TAXIWAYS. 4. CONTRACTOR WILL FURNISH, ERECT & MAINTAIN LIGHTED BARRICADES AT THE BOUNDARY OF THE WORK AREA TO KEEP AIRCRAFT FROM ENTERING THE CONTRACTOR'S WORK AREAS AND THE CONTRACTOR'S PERSONNEL & EQUIPMENT FROM OCCUPYING ANY OF THE AREAS OPEN FOR AIRCRAFT OPERATIONS. 5. SIGN COVERINGS SHALL BE SECURED TO RESIST MOVEMENT FROM WEATHER, PROP, AND JET BLAST. 6. CONTRACTOR WILL VERIFY LOCATION AND PROTECT EXISTING UTILITIES. 7. SHOULD CONTRACTOR ENCOUNTER & DAMAGE A WATERLINE ON THE AIRPORT CONTRACTOR WILL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT, THE AIRPORT, AND CITY PUBLIC WORKS DEPARTMENT. 8. IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT WILL BE EVACUATED AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVEN PERMISSION EXCEPT FOR LIFESAVING ACTIVITIES. 9. ALL GATES USED BY THE CONTRACTOR WILL REMAIN CLOSED AT ALL TIMES EXCEPT WHEN AUTHORIZED EQUIPMENT IS ACTUALLY ENTERING THE AIRPORT OR GATE IS CONTINUOUSLY GUARDED TO KEEP UNAUTHORIZED PERSONNEL AND WILDLIFE FROM ENTERING THE AIRPORT. 10. CONTRACTOR'S STORAGE AND STAGING AREA LOCATION SHALL BE DESIGNATED BY THE AIRPORT MANAGER. CONTRACTOR MAY IMPROVE STORAGE AREA, IF NEEDED, AT NO ADDITIONAL COST TO THE AIRPORT. CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL CONDITION ONCE PROJECT IS COMPLETE. 11. CONTRACTOR WILL PROVIDE A DETAILED PLAN AND SCHEDULE SHOWING LIMITS OF PROPOSED WORK FOR EACH PHASE TWO WEEKS PRIOR TO WORKING IN EACH PHASE. 12. ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED WITH AN ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER BEACON. EQUIPMENT OPERATING IN LOW VISIBILITY CONDITIONS, DAWN OR DUSK HOURS SHALL BE EQUIPPED AND USE AN AMBER FLASHING BEACON. 13. TAXIING AIRCRAFT WILL HAVE RIGHT OF WAY OVER CONTRACTOR'S VEHICLES AT ALL TIMES. 14. ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT THE ATTRACTION OF WILDLIFE. WASTE CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED AT ALL TIMES. NO TRASH OR DEBRIS SHALL BE LEFT ON SITE BY THE CONTRACTOR.

CRACK SEAL AND SEAL COAT AIRCRAFT

PARKING APRON
551
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RPZ

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP
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2 1
X TOFA

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
RE

DE PROFESSIONAL ENGINEE
R

STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.02.CSPP 1"=300'
BARRICADE PLAN - PHASE 2 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.02.CSPP.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT

LINCOLN CALIFORNIA
4 OF 14
2 CONTRACTOR'S STORAGE AREA
T/W E TAXIWAY A AUTOMATIC GATE G1 AUTOMATIC GATE G2 EXISTING FENCE 2 GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SECURITY, SAFETY AND CLEANLINESS OF THE CONTRACTOR'S STORAGE AND WORK AREAS AT ALL TIMES. 2. CONTRACTOR WILL MAINTAIN HAUL ROAD AND PAVED SURFACES CLEAR OF DEBRIS AT ALL TIMES. RUNWAYS, TAXIWAYS, AND APRONS SHALL BE MAINTAINED BROOM CLEAN. 3. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION VEHICLE ACTIVITY TO THE LIMITS OF THE PROJECT AND THE HAUL ROAD SHOW ON THE PLANS. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED BEYOND THE LIMITS OF THE WORK AREA. 3. AIRPORT OWNER WILL PROVIDE A QUALIFIED FLAGMAN TO MONITOR AIRPORT FREQUENCY 123.00 MHZ AND OBSERVE AIRCRAFT OPERATIONS WHEN CONTRACTOR IS WORKING NEAR ACTIVE TAXIWAYS AND APRONS, AND PROVIDE ESCORT ALONG ACTIVE APRON TAXIWAYS. 4. CONTRACTOR WILL FURNISH, ERECT & MAINTAIN LIGHTED BARRICADES AT THE BOUNDARY OF THE WORK AREA TO KEEP AIRCRAFT FROM ENTERING THE CONTRACTOR'S WORK AREAS AND THE CONTRACTOR'S PERSONNEL & EQUIPMENT FROM OCCUPYING ANY OF THE AREAS OPEN FOR AIRCRAFT OPERATIONS. 5. SIGN COVERINGS SHALL BE SECURED TO RESIST MOVEMENT FROM WEATHER, PROP, AND JET BLAST. 6. CONTRACTOR WILL VERIFY LOCATION AND PROTECT EXISTING UTILITIES. 7. SHOULD CONTRACTOR ENCOUNTER & DAMAGE A WATERLINE ON THE AIRPORT CONTRACTOR WILL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT, THE AIRPORT, AND CITY PUBLIC WORKS DEPARTMENT. 8. IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT WILL BE EVACUATED AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVEN PERMISSION EXCEPT FOR LIFESAVING ACTIVITIES. 9. ALL GATES USED BY THE CONTRACTOR WILL REMAIN CLOSED AT ALL TIMES EXCEPT WHEN AUTHORIZED EQUIPMENT IS ACTUALLY ENTERING THE AIRPORT OR GATE IS CONTINUOUSLY GUARDED TO KEEP UNAUTHORIZED PERSONNEL AND WILDLIFE FROM ENTERING THE AIRPORT. 10. CONTRACTOR'S STORAGE AND STAGING AREA LOCATION SHALL BE DESIGNATED BY THE AIRPORT MANAGER. CONTRACTOR MAY IMPROVE STORAGE AREA, IF NEEDED, AT NO ADDITIONAL COST TO THE AIRPORT. CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL CONDITION ONCE PROJECT IS COMPLETE. 11. CONTRACTOR WILL PROVIDE A DETAILED PLAN AND SCHEDULE SHOWING LIMITS OF PROPOSED WORK FOR EACH PHASE TWO WEEKS PRIOR TO WORKING IN EACH PHASE. 12. ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED WITH AN ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER BEACON. EQUIPMENT OPERATING IN LOW VISIBILITY CONDITIONS, DAWN OR DUSK HOURS SHALL BE EQUIPPED AND USE AN AMBER FLASHING BEACON. 13. TAXIING AIRCRAFT WILL HAVE RIGHT OF WAY OVER CONTRACTOR'S VEHICLES AT ALL TIMES. 14. ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT THE ATTRACTION OF WILDLIFE. WASTE CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED AT ALL TIMES. NO TRASH OR DEBRIS SHALL BE LEFT ON SITE BY THE CONTRACTOR. ARFF ACCESS ROUTE BARRICADE, PHASE IDENTIFICATION EXISTING PAVEMENT EXISTING FENCE TAXIWAY OBJECT FREE AREA X
X
3 COVER EXISTING SIGN (SEE TABLE) CONTRACTOR'S HAUL ROUTE AIRCRAFT ROUTE EXISTING BUILDING 96" (84" WHEN CONNECTED) SAFETY ORANGE PRISMATIC REFLECTOR WHITE PRISMATIC REFLECTOR SOLAR WARNING LIGHT FORK LIFT GROOVE SAFETY ORANGE WATER RELEASE PLUG BARRICADE NOTES: 1. CONTRACTOR SHALL FURNISH, PLACE, AND MAINTAIN PLASTIC WATER-FILLED LOW PROFILE LIGHTED BARRICADES. 2. EACH BARRICADE SHALL HAVE 2 SOLAR-POWERED LIGHTS WITH RED LENSES EACH CONTROLLED BY PHOTOCELLS SUCH THAT THEY ARE ON CONTINUOUS AT NIGHT AND OFF BY DAY. 3. BARRICADES SHALL BE SECURED IF NECESSARY TO RESIST MOVEMENT FROM JET OR PROP BLAST. 4. LOCATE BARRICADES AS SHOWN ON THE PLAN AND DIRECTED BY RESIDENT PROJECT REPRESENTATIVE. SPACING BETWEEN BARRICADES SHALL NOT EXCEED 4 FEET. 5. AT THE COMPLETION OF THE CONSTRUCTION, ALL BARRICADES SHALL BE DRAINED OF WATER AND REMOVED FROM THE AIRPORT. 10" WATER-FILLED BARRICADE NOT TO SCALE 2 100
0 50 100 SCALE: 1"=100' GRID NORTH
2 PHASE 2 WORK AREA CONTRACTOR'S STORAGE AREA LEGEND
2 2
2 CLOSED FACILITY COVERED SIGNAGE TABLE SIGN NUMBER SIGN FACE CLOSURE PHASE 1 2 TRANSIENT JET PARKING
2 2 JET RAMP STAGING NOTES: 1. CONTRACTOR SHALL FURNISH, PLACE, MAINTAIN & REMOVE CONTRACTOR FURNISHED BARRICADES AS NEEDED. 2. THERE ARE THREE WORK PHASE AREAS FOR THIS PROJECT. WORK PHASE 1 AREA IS LOCATED AT THE TIEDOWN APRON SOUTH OF TAXIWAY E. WORK PHASE 2 AREA IS LOCATED AT TAXIWAY F APRON, AND THE JET PARKING APRON. WORK PHASE 3 AREA IS LOCATED AT THE TIEDOWN APRON NORTH OF TAXIWAY E AND SOUTH OF TAXIWAY F APRON. WORK IN A PHASE MUST BE COMPLETE PRIOR TO THE START OF THE NEXT PHASE. 3. WORK MAY ONLY BE PERFORMED IN ONE WORK PHASE AREA AT A TIME. THE CURRENT WORK PHASE SHALL REMAIN CLOSED UNTIL COMPLETION OF MARKING 1ST COAT IN THAT PHASE. 4. NO WORK SHALL BEGIN UNTIL ALL BARRICADES HAVE BEEN INSTALLED TO CLOSE THE TAXIWAYS APRON AREAS AS SHOWN ON THE PLAN. 5. CONTRACTOR IS ALLOWED 9 WORKING DAYS TO COMPLETE PHASE 1A - 1C. CONTRACTOR IS ALLOWED 11 WORKING DAYS TO COMPLETE PHASE 2A - 2C. CONTRACTOR IS ALLOWED 7 WORKING DAYS TO COMPLETE PHASE 3A - 3C. CONTRACTOR IS ALLOWED 3 TOTAL WORKING DAYS TO COMPLETE PHASES 1D, 2D, AND 3D. 6. MARKING REMOVAL AND CRACK SEAL MAY OCCUR AT THE SAME TIME. ANY DAMAGE TO CRACK SEALANT DUE TO MARKING REMOVAL OPERATIONS SHALL BE TOUCHED UP PRIOR TO START OF SEAL COAT OPERATIONS. 7. CONTRACTOR SHALL ALLOW A MINIMUM OF 48 HOURS OF CURE TIME BETWEEN SEAL COAT AND MARKING 1ST COAT PHASES. 8. CONTRACTOR SHALL ALLOW A MINIMUM OF 2 WEEKS BETWEEN PHASE 3C (MARKING 1ST COAT) AND PHASE 1D (MARKING 2ND COAT). 9. CONTRACTOR SHALL GIVE AIRPORT 2 WEEKS NOTICE PRIOR TO START OF CONSTRUCTION.

T/W D
T/W B

T/W E T/W E
T/W G
T/W F
T/W G PHASE CONTRACTOR'S WORK FACILITY CLOSURE RESTRICTIONS AIRCRAFT ACCESS 2A MARKING REMOVAL, CRACK SEAL TAXIWAY F APRON, JET PARKING APRON, AND TAXIWAY F COMPLETE WORK ON PHASE 2A BEFORE MOVING TO PHASE 2B. 40 TIEDOWN PARKING SPACES AVAILABLE IN PHASE 1 AREA. JET PARKING AVAILABLE IN PHASE 3 AREA. 2B SEAL COAT COMPLETE WORK ON PHASE 2B BEFORE MOVING TO PHASE 2C. 2C MARKING 1ST COAT MINIMUM 48 HOURS CURE TIME SHALL BE ALLOWED BETWEEN PHASE 2B AND 2C. COMPLETE WORK ON PHASE 2C BEFORE MOVING TO PHASE 3A. 2D MARKING 2ND COAT TAXIWAY F APRON, JET PARKING APRON, AND TAXIWAY F COMPLETE WORK ON PHASE 2D BEFORE MOVING TO PHASE 3D. 40 TIEDOWN PARKING SPACES AVAILABLE IN PHASE 1 AREA. JET PARKING AVAILABLE IN PHASE 3 AREA. CONTRACTOR'S STORAGE AREA SEE GENERAL NOTE 5. FLAGGER OR ESCORT FLAGGER OR ESCORT

CRACK SEAL AND SEAL COAT AIRCRAFT

PARKING APRON
552
X
X
X
X
X
X
X
X
X
X
X
X
X

TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA

HP ONLY HP ONLY HP ONLY

HP ONLY

HP ONLY
X
G

TOFA TOFA TOFA TOFA

TOFA TOFA

TOFA TOFA TOFA
TOFA

TOFA TOFA
X
X

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA
X
X
X
X
X
X
RPZ

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP
XXXX
X X X

XXXXXXX

XXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
3 X
X
X TOFA

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
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DE PROFESSIONAL ENGINEE
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STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.02.CSPP 1"=300'
BARRICADE PLAN - PHASE 3 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.02.CSPP.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT

LINCOLN CALIFORNIA
5 OF 14
3 CONTRACTOR'S STORAGE AREA TAXIWAY A AUTOMATIC GATE G1 AUTOMATIC GATE G2 EXISTING FENCE 3 SIGN NUMBER SIGN FACE CLOSURE PHASE
3 RAMP
3 CONTRACTOR'S STORAGE AREA ARFF ACCESS ROUTE BARRICADE, PHASE IDENTIFICATION LEGEND EXISTING PAVEMENT EXISTING FENCE TAXIWAY OBJECT FREE AREA X
X
3 COVER EXISTING SIGN (SEE TABLE) CONTRACTOR'S HAUL ROUTE AIRCRAFT ROUTE EXISTING BUILDING 96" (84" WHEN CONNECTED) SAFETY ORANGE PRISMATIC REFLECTOR WHITE PRISMATIC REFLECTOR SOLAR WARNING LIGHT FORK LIFT GROOVE SAFETY ORANGE WATER RELEASE PLUG BARRICADE NOTES: 1. CONTRACTOR SHALL FURNISH, PLACE, AND MAINTAIN PLASTIC WATER-FILLED LOW PROFILE LIGHTED BARRICADES. 2. EACH BARRICADE SHALL HAVE 2 SOLAR-POWERED LIGHTS WITH RED LENSES EACH CONTROLLED BY PHOTOCELLS SUCH THAT THEY ARE ON CONTINUOUS AT NIGHT AND OFF BY DAY. 3. BARRICADES SHALL BE SECURED IF NECESSARY TO RESIST MOVEMENT FROM JET OR PROP BLAST. 4. LOCATE BARRICADES AS SHOWN ON THE PLAN AND DIRECTED BY RESIDENT PROJECT REPRESENTATIVE. SPACING BETWEEN BARRICADES SHALL NOT EXCEED 4 FEET. 5. AT THE COMPLETION OF THE CONSTRUCTION, ALL BARRICADES SHALL BE DRAINED OF WATER AND REMOVED FROM THE AIRPORT. 10" WATER-FILLED BARRICADE NOT TO SCALE 100 0 50 100 SCALE: 1"=100' GRID NORTH
3 PHASE 3 WORK AREA
3 3
X
X
X
X
3 3
3 STAGING NOTES: 1. CONTRACTOR SHALL FURNISH, PLACE, MAINTAIN & REMOVE CONTRACTOR FURNISHED BARRICADES AS NEEDED. 2. THERE ARE THREE WORK PHASE AREAS FOR THIS PROJECT. WORK PHASE 1 AREA IS LOCATED AT THE TIEDOWN APRON SOUTH OF TAXIWAY E. WORK PHASE 2 AREA IS LOCATED AT TAXIWAY F APRON, AND THE JET PARKING APRON. WORK PHASE 3 AREA IS LOCATED AT THE TIEDOWN APRON NORTH OF TAXIWAY E AND SOUTH OF TAXIWAY F APRON. WORK IN A PHASE MUST BE COMPLETE PRIOR TO THE START OF THE NEXT PHASE. 3. WORK MAY ONLY BE PERFORMED IN ONE WORK PHASE AREA AT A TIME. THE CURRENT WORK PHASE SHALL REMAIN CLOSED UNTIL COMPLETION OF MARKING 1ST COAT IN THAT PHASE. 4. NO WORK SHALL BEGIN UNTIL ALL BARRICADES HAVE BEEN INSTALLED TO CLOSE THE TAXIWAYS APRON AREAS AS SHOWN ON THE PLAN. 5. CONTRACTOR IS ALLOWED 9 WORKING DAYS TO COMPLETE PHASE 1A - 1C. CONTRACTOR IS ALLOWED 11 WORKING DAYS TO COMPLETE PHASE 2A - 2C. CONTRACTOR IS ALLOWED 7 WORKING DAYS TO COMPLETE PHASE 3A - 3C. CONTRACTOR IS ALLOWED 3 TOTAL WORKING DAYS TO COMPLETE PHASES 1D, 2D, AND 3D. 6. MARKING REMOVAL AND CRACK SEAL MAY OCCUR AT THE SAME TIME. ANY DAMAGE TO CRACK SEALANT DUE TO MARKING REMOVAL OPERATIONS SHALL BE TOUCHED UP PRIOR TO START OF SEAL COAT OPERATIONS. 7. CONTRACTOR SHALL ALLOW A MINIMUM OF 48 HOURS OF CURE TIME BETWEEN SEAL COAT AND MARKING 1ST COAT PHASES. 8. CONTRACTOR SHALL ALLOW A MINIMUM OF 2 WEEKS BETWEEN PHASE 3C (MARKING 1ST COAT) AND PHASE 1D (MARKING 2ND COAT). 9. CONTRACTOR SHALL GIVE AIRPORT 2 WEEKS NOTICE PRIOR TO START OF CONSTRUCTION.

T/W D
T/W B

T/W E T/W E
T/W G
T/W F
T/W G GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SECURITY, SAFETY AND CLEANLINESS OF THE CONTRACTOR'S STORAGE AND WORK AREAS AT ALL TIMES. 2. CONTRACTOR WILL MAINTAIN HAUL ROAD AND PAVED SURFACES CLEAR OF DEBRIS AT ALL TIMES. RUNWAYS, TAXIWAYS, AND APRONS SHALL BE MAINTAINED BROOM CLEAN. 3. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION VEHICLE ACTIVITY TO THE LIMITS OF THE PROJECT AND THE HAUL ROAD SHOW ON THE PLANS. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED BEYOND THE LIMITS OF THE WORK AREA. 3. AIRPORT OWNER WILL PROVIDE A QUALIFIED FLAGMAN TO MONITOR AIRPORT FREQUENCY 123.00 MHZ AND OBSERVE AIRCRAFT OPERATIONS WHEN CONTRACTOR IS WORKING NEAR ACTIVE TAXIWAYS AND APRONS, AND PROVIDE ESCORT ALONG ACTIVE APRON TAXIWAYS. 4. CONTRACTOR WILL FURNISH, ERECT & MAINTAIN LIGHTED BARRICADES AT THE BOUNDARY OF THE WORK AREA TO KEEP AIRCRAFT FROM ENTERING THE CONTRACTOR'S WORK AREAS AND THE CONTRACTOR'S PERSONNEL & EQUIPMENT FROM OCCUPYING ANY OF THE AREAS OPEN FOR AIRCRAFT OPERATIONS. 5. SIGN COVERINGS SHALL BE SECURED TO RESIST MOVEMENT FROM WEATHER, PROP, AND JET BLAST. 6. CONTRACTOR WILL VERIFY LOCATION AND PROTECT EXISTING UTILITIES. 7. SHOULD CONTRACTOR ENCOUNTER & DAMAGE A WATERLINE ON THE AIRPORT CONTRACTOR WILL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT, THE AIRPORT, AND CITY PUBLIC WORKS DEPARTMENT. 8. IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT WILL BE EVACUATED AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVEN PERMISSION EXCEPT FOR LIFESAVING ACTIVITIES. 9. ALL GATES USED BY THE CONTRACTOR WILL REMAIN CLOSED AT ALL TIMES EXCEPT WHEN AUTHORIZED EQUIPMENT IS ACTUALLY ENTERING THE AIRPORT OR GATE IS CONTINUOUSLY GUARDED TO KEEP UNAUTHORIZED PERSONNEL AND WILDLIFE FROM ENTERING THE AIRPORT. 10. CONTRACTOR'S STORAGE AND STAGING AREA LOCATION SHALL BE DESIGNATED BY THE AIRPORT MANAGER. CONTRACTOR MAY IMPROVE STORAGE AREA, IF NEEDED, AT NO ADDITIONAL COST TO THE AIRPORT. CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL CONDITION ONCE PROJECT IS COMPLETE. 11. CONTRACTOR WILL PROVIDE A DETAILED PLAN AND SCHEDULE SHOWING LIMITS OF PROPOSED WORK FOR EACH PHASE TWO WEEKS PRIOR TO WORKING IN EACH PHASE. 12. ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED WITH AN ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER BEACON. EQUIPMENT OPERATING IN LOW VISIBILITY CONDITIONS, DAWN OR DUSK HOURS SHALL BE EQUIPPED AND USE AN AMBER FLASHING BEACON. 13. TAXIING AIRCRAFT WILL HAVE RIGHT OF WAY OVER CONTRACTOR'S VEHICLES AT ALL TIMES. 14. ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT THE ATTRACTION OF WILDLIFE. WASTE CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED AT ALL TIMES. NO TRASH OR DEBRIS SHALL BE LEFT ON SITE BY THE CONTRACTOR. PHASE CONTRACTOR'S WORK FACILITY CLOSURE RESTRICTIONS AIRCRAFT ACCESS 3A MARKING REMOVAL, CRACK SEAL TAXIWAY E EAST OF TAXIWAY A, TIEDOWN APRON NORTH OF TAXIWAY E AND SOUTH OF TAXIWAY F APRON COMPLETE WORK ON PHASE 3A BEFORE MOVING TO PHASE 3B. 40 TIEDOWN PARKING SPACES AVAILABLE IN PHASE 1 AREA. JET PARKING AVAILABLE IN PHASE 2 AREA. 3B SEAL COAT COMPLETE WORK ON PHASE 3B BEFORE MOVING TO PHASE 3C. 3C MARKING 1ST COAT MINIMUM 48 HOURS CURE TIME SHALL BE ALLOWED BETWEEN PHASE 3B AND 3C. COMPLETE WORK ON PHASE 3C BEFORE MOVING TO PHASE 1D. 3D MARKING 2ND COAT TAXIWAY E EAST OF TAXIWAY A, TIEDOWN APRON NORTH OF TAXIWAY E AND SOUTH OF TAXIWAY F APRON 40 TIEDOWN PARKING SPACES AVAILABLE IN PHASE 1 AREA. JET PARKING AVAILABLE IN PHASE 2 AREA. CLOSED FACILITY COVERED SIGNAGE TABLE SEE GENERAL NOTE 5. CONTRACTOR'S STORAGE AREA FLAGGER OR ESCORT

CRACK SEAL AND SEAL COAT AIRCRAFT

PARKING APRON
553
X
X

X X X X X X X X X X X
X X
X X X
X X
X X
X
X
X X X
X

X X X X X X X
X X X
X X
X X X

HP ONLY HP ONLY HP ONLYHP ONLY

HP ONLY
X
X X X
X X
X X
X X X
X X X
X
X
X

X X X X X X X X X X X X X X X X X X X X X X
X X
5 10 10 10 10 4 4 -1 -1 -5 -9+2 -3+2+2-9 -9 -9-10 -10 -10 -5 +16 +16 +16

0.99991819
combined factor Grid->Ground

1.00008182

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP 108 117.75 AL DISK ILS N9954.43 E10232.93 101 119.77 RW 15 THRESH N16000.61 E10000.00 110 120.06 BD JS4832 N13205.77 E10948.59 103 118.57 USGS JS4834 N16035.42 E10157.18 106 119.75 RW 33 THRESH N10000.00 E10000.00 T/W E
T/W G
T/W D
T/W J

T/W K TAXIWAY A
T/W H RUNWAY 15-33 N9969.19 E9922.93 JS54608

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
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DE PROFESSIONAL ENGINEE
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STATE OF CAL I FORN AI
. R

AD MON BRANDLEY
TRUE NORTH DMB 44.30 4430.03.Coord 1"=300' 2/26/26

COORDINATE CONTROL PLAN

LINCOLN REGIONAL AIRPORT
LINCOLN CALIFORNIA DB 300
0 150 300 SCALE: 1"=300' COORDINATE CONTROL NOTES: 1. THE BASIS OF THE BEARING FOR THE AIRPORT COORDINATE SYSTEM IS THE CENTERLINE OF RUNWAY 15-33 WHICH BEARS SOUTH - NORTH. THE RUNWAY 33 THRESHOLD IS ESTABLISHED AS N10000, E10000. 2. ALL MEASUREMENTS, PROJECT GRID COORDINATES, AND STATION VALUES SHOWN ARE GROUND DISTANCES. 3. THE BASIS FOR VERTICAL CONTROL SHALL BE POINT 110, NGS MON JS4832, 120.06'. ELEVATIONS BASED ON THE THE NORTH AMERICAN VERTICAL DATUM OF 1988, GEOID 12B. 4. IF ANY SURVEY MONUMENTS ARE DISTURBED DURING CONSTRUCTION, THE CONTRACTOR SHALL AT HAVE A REGISTERED LAND SURVEYOR REPLACE THE DISTURBED MONUMENTS AT CONTRACTOR'S EXPENSE. EXISTING SURVEY MONUMENT DATE DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.03.COORD.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725 6 OF 14 GRID NORTH LEGEND AIRPORT GRID COORDINATE N13205.77 E10948.59 RUNWAY/TAXIWAY CENTERLINE EXISTING PAVEMENT EXISTING BUILDING

CRACK SEAL AND SEAL COAT AIRCRAFT

PARKING APRON
554
X
X
X
X

HP ONLY HP ONLY HP ONLYHP ONLY

HP ONLY
combined factor 0.99991819 Grid->Ground

1.00008182

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP

HP ONLY HP ONLY HP ONLY

HP ONLY

HP ONLY
X
X
X
X
X
X

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
RE

DE PROFESSIONAL ENGINEE
R

STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.04.Cracks 1"=30'
CRACK SEAL PLAN - APRON SHEET 1 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.04.CRACKS.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT

LINCOLN CALIFORNIA
7 OF 14
MATCHLINE - N10980
SEE SHEET 8 NOTES: 1. CONTRACTOR SHALL PROTECT ALL RUNWAY LIGHTING, NAVAIDS AND SURVEY MONUMENTS FROM DAMAGE OR DEBRIS. 2. LIMITS OF ALL CRACK SEAL SHALL BE MARKED ON PAVEMENTS BY RESIDENT ENGINEER PRIOR TO ANY WORK IN THE AREA BY THE CONTRACTOR. 3. ALL CRACKS TO BE SEALED MUST BE CLEANED OF ALL DEBRIS PRIOR TO REPAIR AND SEALED PER DETAILS SHOWN ON SHEET

9. 4. JOINTS AND CRACKS SHOWN ON PLAN WERE IDENTIFIED BASED ON AERIAL PHOTOGRAPHS FROM DRONE OPERATION IN FALL 2025. EXISTING CRACK TO BE RESEALED NEW CRACK TO BE SEALED LOCATION MAP 30 0 15 30 SCALE: 1"=30'

N GRID NORTH THIS SHEET EXISTING PAVEMENT EXISTING FENCE TW E

TW B EXISTING BUILDING LEGEND MATCH LINE EXISTING CONCRETE TIEDOWN ANCHOR

CRACK SEAL AND SEAL COAT AIRCRAFT
PARKING APRON PHASE 1 PHASE 3 PHASE 1 PHASE 3
555

JET PARKING

JET PARKINGJET PARKING

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP
X
X
X
X

HP ONLY HP ONLY HP ONLYHP ONLY

HP ONLY
combined factor 0.99991819 Grid->Ground

1.00008182

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP
X

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
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DE PROFESSIONAL ENGINEE
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STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.04.Cracks 1"=30'
CRACK SEAL PLAN - APRON SHEET 2 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.04.CRACKS.DWG PLOTTED BY David Baltazar 2/26/2026 3:06 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT

LINCOLN CALIFORNIA
8 OF 14

TW F FUEL TANKS
MATCHLINE - N10980
SEE SHEET 7 LOCATION MAP
N THIS SHEET 30
0 15 30 SCALE: 1"=30' GRID NORTH NOTES: 1. CONTRACTOR SHALL PROTECT ALL RUNWAY LIGHTING, NAVAIDS AND SURVEY MONUMENTS FROM DAMAGE OR DEBRIS. 2. LIMITS OF ALL CRACK SEAL SHALL BE MARKED ON PAVEMENTS BY RESIDENT ENGINEER PRIOR TO ANY WORK IN THE AREA BY THE CONTRACTOR. 3. ALL CRACKS TO BE SEALED MUST BE CLEANED OF ALL DEBRIS PRIOR TO REPAIR AND SEALED PER DETAILS SHOWN ON SHEET

9. 4. JOINTS AND CRACKS SHOWN ON PLAN WERE IDENTIFIED BASED ON AERIAL PHOTOGRAPHS FROM DRONE OPERATION IN FALL 2025. EXISTING CRACK TO BE RESEALED NEW CRACK TO BE SEALED EXISTING PAVEMENT EXISTING FENCE EXISTING BUILDING LEGEND MATCH LINE EXISTING CONCRETE TIEDOWN ANCHOR

CRACK SEAL AND SEAL COAT AIRCRAFT
PARKING APRON PHASE 3 PHASE 2
556

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
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DE PROFESSIONAL ENGINEE
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STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.04.Cracks AS SHOWN
CRACK SEAL DETAILS DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.04.CRACKS.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT

LINCOLN CALIFORNIA
9 OF 14 RESEAL EXISTING AC CRACK- TYPE A CRACK SEAL NOTES: 1. ALL CRACKS WILL BE SPRAYED FOR WEEDS 2 WEEKS PRIOR TO START OF CONSTRUCTION BY THE AIRPORT. 2. REMOVE ALL WEED AND GRASS STEMS AND ROOTS. 3. CONTRACTOR SHALL CLEAN ANY FOREIGN MATERIAL FROM CRACK WITH HIGH PRESSURE WATER OR SAND BLASTING TO DIMENSIONS SHOWN. CONTRACTOR SHALL NOT DAMAGE EXISTING PAVEMENT WITH HIGH PRESSURE WATER, SAND OR AIR DURING CLEANING AND DRYING. 4. SURFACE MUST BE CLEAN AND DRY BEFORE APPLICATION OF CRACK SEALANT. 5. BLOW DRY OR AIR DRY CRACK PRIOR TO PLACING SEALANT. 6. INSTALL CRACK SEALANT - OVERFILL CRACK AND SQUEEGEE TO PLACE SEALANT TO SPECIFIED DIMENSIONS. 7. CONTRACTOR SHALL HEAT AND INSTALL CRACK SEALANT AT TEMPERATURE RECOMMENDED BY THE MANUFACTURER. 8. CRACK SEALANT SHALL BE PLACED ONLY WHEN THE AMBIENT AIR TEMPERATURE IS ABOVE 50°F AND THE PAVEMENT IS DRY. 9. ALL LOW AREAS OR SINK HOLES OF SEALANT WILL BE RESEALED PRIOR TO COMPLETION OF EACH PHASE. 10. ANY LOOSE EXISTING CRACK SEALANT SHALL BE REMOVED FROM EXISTING CRACKS PRIOR TO RESEALING. 1/8" 1" D=EXISTING CRACK WIDTH 1" SEAL NEW AC CRACK- TYPE B JOINT SEALANT 1" OR 2D WHICHEVER IS GREATER 1/8" 1" D=EXISTING SEALED CRACK WIDTH 1" EXISTING JOINT SEALANT AREA TO BE CLEANED BY HIGH PRESSURE WATER OR AIR BLASTING AREA TO BE DRIED BY HIGH PRESSURE AIR PRIOR TO PLACING SEALANT AREA TO BE CLEANED BY HIGH PRESSURE WATER OR SAND BLASTING AREA TO BE DRIED BY HIGH PRESSURE AIR PRIOR TO PLACING SEALANT

CRACK SEAL AND SEAL COAT AIRCRAFT

PARKING APRON NEW JOINT SEALANT
557
X
X
X
X

HP ONLY HP ONLY HP ONLYHP ONLY

HP ONLY
combined factor 0.99991819 Grid->Ground

1.00008182

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP

HP ONLY HP ONLY HP ONLY

HP ONLY

HP ONLY
X
X
X
X
X N10216.24 E11320.02 N10216.26 E11326.74 N10215.76 E11366.89 N10215.76 E11371.12 N10254.85 E11373.12 N10269.45 E11407.36N10283.02 E11320.02 N10368.02 E11320.02 N10552.32 E11320.02 N10752.04 E11320.05 N10269.45 E11655.02 N10589.12 E11320.02 N10915.02 E11330.02 N10980.00 E11330.02 N10980.00 E11655.07 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
RE

DE PROFESSIONAL ENGINEE
R

STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.05.Seal 1"=30'
SEAL COAT PLAN - APRON SHEET 1 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.05.SEAL.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT
LINCOLN CALIFORNIA 10 OF 14
MATCHLINE - N10980
SEE SHEET 8 LOCATION MAP 30
0 15 30 SCALE: 1"=30'

N GRID NORTH THIS SHEET
TW E

TW B EXISTING PAVEMENT EXISTING FENCE EXISTING BUILDING LEGEND MATCH LINE EXISTING MARKING TO REMAIN AIRPORT GRID COORDINATE

CRACK SEAL AND SEAL COAT AIRCRAFT
PARKING APRON PHASE 1 PHASE 3 EXISTING MARKING TO BE REMOVED (60% MIN.) SEAL COAT AREA EXISTING CONCRETE TIEDOWN ANCHOR EXISTING MARKING TO BE REMOVED (100%) NOTES: 1. SEE SHEETS 2 THRU 5 FOR BARRICADE LAYOUT AND OPERATIONAL RESTRICTIONS. 2. PRIOR TO PLACING SEAL COAT, ALL DESIGNATED EXISTING AIRFIELD MARKING SHALL BE REMOVED BY LIGHT GRINDING AND/OR WATER BLASTING TO SUCH AN EXTENT THAT AT LEAST 60% OF UNDERLYING PAVEMENT IS EXPOSED. EXISTING MARKINGS NOT BEING REPLACED SHALL BE REMOVED TO SUCH AN EXTENT THAT 100% OF UNDERLYING PAVEMENT IS EXPOSED. ENGINEER SHALL DESIGNATE WHICH MARKINGS REQUIRE REMOVAL AND APPROVE FINAL SURFACE. DEBRIS AND DEPOSITS FROM MARKING REMOVAL SHALL BE THOROUGHLY CLEANED FROM PAVEMENT PRIOR TO APPLYING SEAL COAT. 3. ALL SURFACES SHALL BE WASHED, DRIED AND BROOM SWEPT PRIOR TO APPLYING SEAL COAT. 4. ALL EXISTING SURVEY MONUMENTS, AND TIEDOWN ANCHOR CONCRETE SHALL BE SUITABLY COVERED TO BE SHIELDED FROM THE SEAL COAT. PROTECTIVE COVERINGS SHALL BE REMOVED UPON COMPLETION OF SEAL COAT OPERATIONS. 5. CONTRACTOR SHALL NOTIFY AIRPORT MANAGER AND RESIDENT ENGINEER TWO WEEKS PRIOR TO SEAL COAT OPERATION AND IMMEDIATELY IF DELAYS TO THE SCHEDULE ARE ANTICIPATED. 6. SEAL COAT SHALL CURE A MINIMUM OF TWO DAYS PRIOR TO ALLOWING TRAFFIC ON AREA. 7. SEAL COAT SHALL CURE A MINIMUM OF 48 HOURS PRIOR TO APPLYING FIRST COAT OF MARKING PAINT. ALL AREAS TO BE PAINTED SHALL BE BROOM CLEAN PRIOR TO APPLYING ANY MARKING. PHASE 1 PHASE 3 558

JET PARKING

JET PARKINGJET PARKING

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP N10980.00 E11330.02 N10980.00 E11655.07 N11230.52 E11330.02 N11260.31 E11316.13 N11280.52 E11284.41 N11281.14 E11223.64 N11303.54 E11223.77 N11303.52 N11280.82 E11187.52 E11187.72 N11280.52 E11025.02 N11414.05 E11025.04 N11613.61 E11025.02 N11612.09 E11030.31 N11534.54 E11167.01 N11534.52 E11655.02 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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X
X
X
X

HP ONLY HP ONLY HP ONLYHP ONLY

HP ONLY

0.99991819
combined factor Grid->Ground

1.00008182

JET PARKINGJET PARKINGJET PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING

TRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKINGTRANSIENT PARKING STOP
STOP
X
/ / / / / / / / / / / / / / / / N10283.02 E11320.02
/ / / / / / / / / / / / / / / / /

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
RE

DE PROFESSIONAL ENGINEE
R

STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.05.Seal 1"=30'
SEAL COAT PLAN - APRON SHEET 2 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.05.SEAL.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT
LINCOLN CALIFORNIA 11 OF 14
TW F
MATCHLINE - N10980
SEE SHEET 7 LOCATION MAP
N THIS SHEET 30
0 15 30 SCALE: 1"=30' GRID NORTH FUEL TANKS EXISTING PAVEMENT EXISTING FENCE EXISTING BUILDING LEGEND MATCH LINE EXISTING MARKING TO REMAIN EXISTING MARKING TO BE REMOVED (60% MIN.) SEAL COAT AREA AIRPORT GRID COORDINATE EXISTING CONCRETE TIEDOWN ANCHOR

CRACK SEAL AND SEAL COAT AIRCRAFT
PARKING APRON PHASE 3 PHASE 2 EXISTING MARKING TO BE REMOVED (100%) NOTES: 1. SEE SHEETS 2 THRU 5 FOR BARRICADE LAYOUT AND OPERATIONAL RESTRICTIONS. 2. PRIOR TO PLACING SEAL COAT, ALL DESIGNATED EXISTING AIRFIELD MARKING SHALL BE REMOVED BY LIGHT GRINDING AND/OR WATER BLASTING TO SUCH AN EXTENT THAT AT LEAST 60% OF UNDERLYING PAVEMENT IS EXPOSED. EXISTING MARKINGS NOT BEING REPLACED SHALL BE REMOVED TO SUCH AN EXTENT THAT 100% OF UNDERLYING PAVEMENT IS EXPOSED. ENGINEER SHALL DESIGNATE WHICH MARKINGS REQUIRE REMOVAL AND APPROVE FINAL SURFACE. DEBRIS AND DEPOSITS FROM MARKING REMOVAL SHALL BE THOROUGHLY CLEANED FROM PAVEMENT PRIOR TO APPLYING SEAL COAT. 3. ALL SURFACES SHALL BE WASHED, DRIED AND BROOM SWEPT PRIOR TO APPLYING SEAL COAT. 4. ALL EXISTING SURVEY MONUMENTS, AND TIEDOWN ANCHOR CONCRETE SHALL BE SUITABLY COVERED TO BE SHIELDED FROM THE SEAL COAT. PROTECTIVE COVERINGS SHALL BE REMOVED UPON COMPLETION OF SEAL COAT OPERATIONS. 5. CONTRACTOR SHALL NOTIFY AIRPORT MANAGER AND RESIDENT ENGINEER TWO WEEKS PRIOR TO SEAL COAT OPERATION AND IMMEDIATELY IF DELAYS TO THE SCHEDULE ARE ANTICIPATED. 6. SEAL COAT SHALL CURE A MINIMUM OF TWO DAYS PRIOR TO ALLOWING TRAFFIC ON AREA. 7. SEAL COAT SHALL CURE A MINIMUM OF 48 HOURS PRIOR TO APPLYING FIRST COAT OF MARKING PAINT. ALL AREAS TO BE PAINTED SHALL BE BROOM CLEAN PRIOR TO APPLYING ANY MARKING. 559
X
X
X
X
combined factor 0.99991819 Grid->Ground

1.00008182
STOP
STOP
X
X
X
X
X N10325.35 E11315.69 MATCH EXISTING N10382.22 E11340.02 N10332.22 E11390.02 N10331.99 E11385.23 N10325.46 E11317.42 N10300.35 E11340.02 N10282.22 E11340.02 N10216.08 E11340.02 MATCH EXISTING N10506.62 E11340.02 N10531.02 E11340.02 N10909.02 E11615.05 N10812.77 E11400.02 N10812.96 E11395.66 N10821.83 E11294.38 N10862.77 E11350.02 N10872.02 E11350.02 N10863.79 E11349.46 N10822.02 E11300.02 N10350.35 E11340.02 N10406.62 E11340.02 N10456.62 E11390.02 N10581.02 E11390.02 N10631.02 E11340.02 N10646.02 E11340.02 N10696.02 E11390.02 N10746.02 E11340.02 N10762.77 E11340.02 N10772.02 E11340.02 N10767.54 E11340.25 N10822.02 E11290.02 MATCH EXISTING N10959.02 E11350.02 N10909.02 E11399.24 N10812.77 E11390.02 N10909.02 E11400.02 N10269.45 E11636.55 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16 N10812.77 E11632.08 N10456.62 E11632.08 N10332.22 E11632.08 N10269.45 E11654.05 N10980.00 E11636.55 N10980.00 E11654.05 N10980.00 E11350.02 N10581.02 E11632.08 N10696.02 E11632.08 CURVE DATA TABLE No. 1 2 3
4 5
6 7
8910111213141516 LENGTH 39.27 39.27 78.54 78.54 78.54 78.54 78.54 78.54 78.54 78.54 78.54 78.54 78.54 78.54 73.77 78.54 RADIUS 25.00 25.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 DELTA 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 090°00'00" 084°31'57" 090°00'00" CHORD 35.36 35.36 70.71 70.71 70.71 70.71 70.71 70.71 70.71 70.71 70.71 70.71 70.71 70.71 67.26 70.71 NORTHING 10300.35 10350.35 10282.22 10382.22 10406.62 10506.62 10531.02 10631.02 10646.02 10746.02 10762.77 10772.02 10872.02 10862.77 10859.02 10959.02 EASTING 11315.02 11315.02 11390.02 11390.02 11390.02 11390.02 11390.02 11390.02 11390.02 11390.02 11390.02 11290.02 11300.02 11400.02 11399.24 11400.02 X N10456.62 E11390.02

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
RE

DE PROFESSIONAL ENGINEE
R

STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.06.Mark 1"=30'
MARKING PLAN - APRON SHEET 1 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.06.MARK.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT
LINCOLN CALIFORNIA 12 OF 14
MATCHLINE - N10980
SEE SHEET 8 LOCATION MAP 30
0 15 30 SCALE: 1"=30'

N GRID NORTH THIS SHEET
TW E
TW B NOTES: 1. ALL MARKING LAYOUTS SHALL BE VERIFIED WITH THE RPR PRIOR TO PLACING ANY PAINT. 2. ALL AREAS TO RECEIVE MARKING SHALL BE SWEPT CLEAN BY CONTRACTOR PRIOR TO APPLICATION OF PAINT. CLEANING SHALL BE DONE PER P-620 AND THE PAINT MANUFACTURER'S REQUIREMENTS. 3. ALL NEW MARKINGS SHALL RECEIVE 2 COATS OF PAINT, THE FINAL COAT WITH REFLECTIVE MEDIA. 4. FIRST COAT OF PAINT SHALL BE APPLIED NO SOONER THAN 48 HOURS AFTER SEAL COAT HAS BEEN PLACED. THE SECOND COAT OF PAINT AND REFLECTIVE MEDIA(BEADS) SHALL BE APPLIED NO SOONER THAN 2 WEEKS AFTER THE FIRST PAINT COAT HAS BEEN PLACED. 5. SEE SHEET 14 FOR MARKING DETAILS. 6. SEE SEAL COAT PLANS SHEETS 10 THRU 11 FOR MARKING REMOVAL LOCATIONS.

NEW 6" WIDE YELLOW TIEDOWN TEES
SEE DETAIL SHEET 14
NEW 6" WIDE YELLOW TIEDOWN TEES
SEE DETAIL SHEET 14
NEW 6" WIDE YELLOW TIEDOWN TEES
SEE DETAIL SHEET 14
NEW 6" WIDE YELLOW TIEDOWN TEES
SEE DETAIL SHEET 14
NEW 6" WIDE YELLOW TIEDOWN TEES
SEE DETAIL SHEET 14
NEW 6" WIDE YELLOW TIEDOWN TEES
SEE DETAIL SHEET 14
NEW 6" WIDE YELLOW TIEDOWN TEES
SEE DETAIL SHEET 14 14B NEW DOUBLE 6" WIDE YELLOW TAXIWAY EDGE STRIPE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14 NEW 6" WIDE YELLOW

A TAXIWAY CENTERLINE EXISTING PAVEMENT EXISTING FENCE EXISTING BUILDING LEGEND MATCH LINE EXISTING MARKING TO REMAIN NEW AIRFIELD MARKING AIRPORT GRID COORDINATE EXISTING CONCRETE TIEDOWN ANCHOR

CRACK SEAL AND SEAL COAT AIRCRAFT

PARKING APRON
560
STOP
STOP N10998.02 E11350.02 N11118.02 E11350.02 N11531.04 E11312.52 N11523.02 E11342.49 N11535.95 E11304.01 MATCH EXISTING N11548.02 E11042.52 N11585.02 E11079.52 MATCH EXISTING N11585.02 E11046.52 N11622.02 E11083.52 MATCH EXISTING N11492.02 E11137.52 N11412.02 E11137.52 N11417.02 E11575.02 CENTER N11298.02 E11615.02 N11184.54 E11636.55 N11351.40 E11636.55 N11534.54 E11654.05 MATCH EXISTING N11396.40 E11636.55 N11534.54 E11636.55 MATCH EXISTING N11418.02 E11470.02 CENTER N11178.02 E11470.02 CENTER N11179.02 E11575.02 CENTER N11440.02 E11233.02 CENTER N11452.02 E11137.52 CENTER N11388.52 E11350.02 N11238.02 E11350.02 N11358.02 E11350.02 N11314.52 E11350.02 N11466.09 E11350.02 N11351.52 E11079.52 N11388.52 E11042.52 N11585.02 E11005.52 MATCH EXISTING N11351.52 E11313.02 N11523.02 E11395.52 N11523.02 E11445.52 N11523.02 E11549.02 N11560.02 E11586.02 MATCH EXISTING N11548.02 E11420.52 MATCH EXISTING N11135.09 E11636.55 N11085.02 E11636.55 N11058.02 E11615.05 N11058.02 E11410.02 N11298.02 E11410.02 17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 N10980.00 E11636.55 N10980.00 E11654.05 3' SPACE TYP. 2' STRIPE TYP.

X
X
X
X
combined factor 0.99991819 Grid->Ground

1.00008182
STOP
STOP CURVE DATA TABLE No. 1718192021222324 LENGTH 94.25 94.25 94.25 94.25 58.12 58.12 58.12 58.12 RADIUS 60.00 60.00 60.00 60.00 37.00 37.00 37.00 37.00 DELTA 090°00'00" 090°00'00" 090°00'00" 090°00'00" 089°59'59" 089°59'59" 089°59'59" 090°00'00" CHORD 84.85 84.85 84.85 84.85 52.33 52.33 52.33 52.33 NORTHING 10998.02 11118.02 11238.02 11358.02 11314.52 11388.52 11388.52 11548.02 EASTING 11410.02 11410.02 11410.02 11410.02 11313.02 11313.02 11079.52 11005.52 CURVE DATA TABLE No. 25262728293031 LENGTH 58.12 58.12 78.54 31.42 39.27 39.27 58.12 RADIUS 37.00 37.00 75.00 60.00 25.00 25.00 37.00 DELTA 090°00'00" 090°00'00" 060°00'00" 030°00'00" 090°00'00" 090°00'00" 090°00'00" CHORD 52.33 52.33 75.00 31.06 35.36 35.36 52.33 NORTHING 11548.02 11622.02 11466.09 11583.02 11548.02 11548.02 11560.02 EASTING 11079.52 11046.52 11275.02 11342.49 11395.52 11445.52 11549.02 X N10456.62 E11390.02

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
RE

DE PROFESSIONAL ENGINEE
R

STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.06.Mark 1"=30'
MARKING PLAN - APRON SHEET 2 DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.06.MARK.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT
LINCOLN CALIFORNIA 13 OF 14
MATCHLINE - N10980
SEE SHEET 7 LOCATION MAP
N THIS SHEET 30
0 15 30 SCALE: 1"=30' GRID NORTH FUEL TANKS
TW F 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14 NEW 6" WIDE YELLOW A TAXIWAY CENTERLINE 14 NEW 6" WIDE YELLOW
A TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE 14A NEW 6" WIDE YELLOW TAXIWAY CENTERLINE FUEL TANKS R50.00
R50.00
R40.00
R40.00
R40.00
R40.00 14B NEW DOUBLE 6" WIDE YELLOW TAXIWAY EDGE STRIPE 14B NEW DOUBLE 6" WIDE YELLOW TAXIWAY EDGE STRIPE 14D NEW WHITE STOP MARKING WITH BAR EXISTING PAVEMENT EXISTING FENCE EXISTING BUILDING LEGEND MATCH LINE EXISTING MARKING TO REMAIN NEW AIRFIELD MARKING AIRPORT GRID COORDINATE EXISTING CONCRETE TIEDOWN ANCHOR

CRACK SEAL AND SEAL COAT AIRCRAFT
PARKING APRON NOTES: 1. ALL MARKING LAYOUTS SHALL BE VERIFIED WITH THE RPR PRIOR TO PLACING ANY PAINT. 2. ALL AREAS TO RECEIVE MARKING SHALL BE SWEPT CLEAN BY CONTRACTOR PRIOR TO APPLICATION OF PAINT. CLEANING SHALL BE DONE PER P-620 AND THE PAINT MANUFACTURER'S REQUIREMENTS. 3. ALL NEW MARKINGS SHALL RECEIVE 2 COATS OF PAINT, THE FINAL COAT WITH REFLECTIVE MEDIA. 4. FIRST COAT OF PAINT SHALL BE APPLIED NO SOONER THAN 48 HOURS AFTER SEAL COAT HAS BEEN PLACED. THE SECOND COAT OF PAINT AND REFLECTIVE MEDIA(BEADS) SHALL BE APPLIED NO SOONER THAN 2 WEEKS AFTER THE FIRST PAINT COAT HAS BEEN PLACED. 5. SEE SHEET 14 FOR MARKING DETAILS. 6. SEE SEAL COAT PLANS SHEETS 10 THRU 11 FOR MARKING REMOVAL LOCATIONS. 14A NEW YELLOW PARKING CIRCLE 14A NEW YELLOW PARKING CIRCLE 14 NEW YELLOW A PARKING CIRCLE 14E NEW CLEAR ZONE MARKING
561
12' 17' 12' 5' 5' 6" WIDE YELLOW STRIPES 9" 6" WIDE YELLOW STRIPE 3 SPACES @ 6" = 18" MARKING CL 6" WIDE YELLOW STRIPES DISTANCE TO C OF T/W L EDGE OF STRUCTURE PAVEMENT COORDINATE REFERENCE POINT MARKING CL X X
X
X
X
X
X
X
STOP N11135.09 E11633.55 N11085.02 E11633.55 N11135.09 E11695.02 N11085.02 E11695.02 N11184.54 E11636.55 N11135.09 E11636.55 N11085.02 E11636.55 N11185.04 E11638.05 N11185.04 E11652.55 X
STOP
STOP

LI VI C
No. C 66558
Exp. 6-30-2026
TSI GE
R
RE

DE PROFESSIONAL ENGINEE
R

STATE OF CAL I FORN AI
. R
AD MON BRANDLEY DMBDB 44.30 4430.06.Mark AS SHOWN
MARKING DETAILS DATE 2/26/26 DRAWN CHECKED PROJECT No. FILE SCALE No. REVISIONS BY APR DATE SHEET No.

ENGINEER OF RECORD
G:\44 LINCOLN\30 APRON CRACK SEAL\BIDSET\4430.06.MARK.DWG PLOTTED BY David Baltazar 2/26/2026 3:07 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725

LINCOLN REGIONAL AIRPORT
LINCOLN CALIFORNIA 14 OF 14
D NTS STOP MARKING (CA A24D) W/ BAR
8' WHITE LETTERING WITH REFLECTIVE MEDIA5' 12" WHITE STOP BAR WITH REFLECTIVE MEDIA

B NTS TAXIWAY EDGE DETAIL

A NTS TAXIWAY CENTERLINE DETAIL
C NTS 14 TIE DOWN TEE DETAIL NEW WHITE STOP

D MARKING WITH BAR

6.50' TYP. REMARK EXISTING 4" WIDE WHITE CLEAR ZONE STRIPES. LOCATION MAP N THIS SHEET NEW 4" WIDE WHITE CLEAR ZONE STRIPES. EXISTING BEACON 45°, TYP. MATCH EXISTING CLEAR ZONE STRIPES

CRACK SEAL AND SEAL COAT AIRCRAFT

PARKING APRON
E 1" = 10' CLEAR ZONE MARKING DEAIL
562
Western-Pacific Region
San Francisco Airports District Office
12999 Oak Rd, Suite 200
Walnut Creek, CA 94597
March 6, 2025
Matthew Medill, Public Works Director
Lincoln Regional Airport
1480 Flightline Drive
Lincoln, CA 95648
Subject: Lincoln Regional Airport - LHM - Categorical Exclusion for Apron Crack Seal Dear Mr. Medill:

The Federal Aviation Administration (FAA) has reviewed the environmental information you submitted for the Apron Crack Seal Project (Proposed Project) located at Lincoln Regional Airport (LHM), Lincoln, California. The enclosed figure depicts the area of the Proposed Project. The FAA has determined the Proposed Project is Categorically Excluded pursuant to FAA Order 1050.1F as it relates to the National Environmental Policy Act of 1969, as amended (NEPA). Therefore, no further federal environmental disclosure documentation for the Proposed Project is necessary for NEPA purposes.

This letter notifies you that the Proposed Project has complied with NEPA only. This is not a notice of final project approval of funding availability.

Please feel free to contact me if you have any questions regarding this matter, I can be reached at 925-546-6445, or by email at [email protected].

Sincerely,
David Wickens
Environmental Protection Specialist
Enclosure
563
Lincoln Regional Airport
Project Location
Apron and Taxiway Maintenance
February 2025
EXHIBIT 1
NORTH
Staging
Area
Flightline Drive
Haul Route
Helipad
Project Limits
Project Limits
Gate
564
Lincoln Regional Airport February 2025
Standard Operating Procedure (ARP SOP No. 5.1, June 2, 2017), CATEX Determination 1 Lincoln Regional Airport
LOC ID: KLHM
Sponsor: City of Lincoln, California
Point of Contact: Matthew Medill, Public Works Director [email protected]
Address: 600 6th Street
Lincoln, CA 95648
Telephone: (916) 434-3302 ext. 1310
Airport Location: 1480 Flightline Drive
Lincoln, CA 95648
Standard Operating Procedure (ARP SOP No. 5.1, June 2, 2017), CATEX Determination, Paragraph 7.1 Simple Written Record for a CATEX
Project Title: Apron Crack Seal
Project Description
The City of Lincoln, the airport sponsor, proposes to clean out existing cracks, seal them, and apply a seal coat to the pavement surface of the existing aircraft apron and two connecting taxiways, about 700,000 square feet, as shown in Exhibit 1. Some existing airfield markings would be removed; some would be repainted.

Justification
The apron and taxiways shown in Exhibit 1 are over 40 years old and have experienced significant deterioration due to thermal cracking. The project extends apron and taxiway life and reduces the potential for foreign object debris.

The proposed action conforms to the following FAA Order 1050.1F paragraph:
5-6.4.e. Federal financial assistance, licensing, or Airport Layout Plan (ALP) approval for the following actions, provided the action would not result in significant erosion or sedimentation, and will not result in a significant noise increase over noise sensitive areas or result in significant impacts on air quality.

Construction, repair, reconstruction, resurfacing, extending, strengthening, or widening of a taxiway, apron, loading ramp, or runway safety area (RSA), including an RSA using Engineered Material Arresting System (EMAS); or Reconstruction, resurfacing, extending, strengthening, or widening of an existing runway.

This CATEX includes marking, grooving, fillets and jet blast facilities associated with any of the above facilities.
565
Lincoln Regional Airport February 2025
Standard Operating Procedure (ARP SOP No. 5.1, June 2, 2017), CATEX Determination

2 Estimated Construction Start Date: Summer or Fall 2026 Project Area
Lincoln Regional Airport spans 775 acres in the Sacramento Valley, situated 25 miles north of Sacramento at the base of the Sierra Nevada foothills. Most of the area is underlain by volcanic flows, which have been covered by sedimentary deposits. These deposits in turn have been cut by seasonal streams.

Undeveloped or non-agricultural lands in the area are typically grasslands within an oak savannah.

Due to clay deposits, some areas drain poorly, forming vernal pools during the rainy season that last into early spring. The Lincoln area includes waterways like Markham Ravine, Auburn Ravine, Ingram Slough, and Orchard Creek.

The project area is located entirely on existing aircraft aprons and taxiway paved surfaces.

Construction access and a staging area are located on existing paved surfaces as shown in Exhibit 1.

The proposed project does not involve extraordinary circumstances, as described in FAA Order 1050.1F, paragraph 5-2 or projects listed in FAA order 5050.4B, Table 6-1.

Exhibit 1: Project Location.

City of Lincoln, Lincoln Regional Airport
Signed:

Date:

Prepared by: Jim Wallace
Wallace Environmental Consulting, Inc.

P.O. Box 266
Courtland, CA 95615
(916) 775-2380
[email protected]

2/10/2025
566
Lincoln Regional Airport
Project Location
Apron and Taxiway Maintenance
February 2025
EXHIBIT 1
NORTH
Staging
Area
Flightline Drive
Haul Route
Helipad
Project Limits
Project Limits
Gate
567
Resolution No. 2026-XXX

Page 1 of 2 ends

Lincoln City CouncilMarch 10, 2026

Lincoln City Council
March 10, 2026