11 & 12 - Attachment A - Exhibit C-J - Housing Element Update (2008-2014) - Addendums 1-8 — Newport Beach City Council, April 9, 2024 (part 28 of 33)

CPT name: CPT-2
Liquefaction analysis overall plots
CRR plot FS Plot LPI Vertical settlements Lateral displacements G1
0 0.2 0.4 0.6
0 0.5 1

1.5 2
0 5 10
15 20

CRR & CSR
Factor of safety
Liquefaction
potential
Input parameters and analysis data
Analysis method: Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method: Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test: Based on Ic value
Ic cut-off value:

2.60 KQ applied:

Yes
Earthquake magnitude MN,: 6.82
Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration: 0.61
Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu): 40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
211
12 14
16 18
20 22
24 s
26 28
30 32
34 36
38 40
42 0

0.05 0.1 0.15 0.2 0.25
0 Settlement (in)
Displacement (in)
F.S.
color scheme
LPI color scheme
Almost certain it will liquefy
Very high risk
Very likely to liquefy
High risk
Liquefaction and no liq. are equally likely
Low risk
Unlike to liquefy
Almost certain it will not liquefy
CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:30 PM 15 Project file:

This software is licensed to: Kling Consulting Group, Inc.

Liquefaction analysis summary plots
Input parameters and analysis data
Analysis method:

Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method:

Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test:

Based on Ic value
Ic cut-off value:

2.60 KQ applied:

Yes
Earthquake magnitude MN,:

6.82 Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration:

0.61 Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu):

40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
CPT name: CPT-2
CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:30 PM 16 Project file:

This software is licensed to: Kling Consulting Group, Inc.

Check for strength loss plots (Robertson (2010))
Norm. cone resistance Grain char. factor Corrected norm. cone resistance SBTn Index L2 I-
WzM
w
C
n
CS
2J
L21
30 32
34 36
38 10 —
12 18�50
100 200 300 400
0 1 2 3 4 5
6 7 8 9 10
0 50 100
150 200 1 2 3 4
Qtn
Kc
Qtn,cs Ic (Robertson 1990)
Input parameters and analysis data
Analysis method: Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method: Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test: Based on Ic value
Ic cut-off value:

2.60 KQ applied:

Yes
Earthquake magnitude MW: 6.82
Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration: 0.61
Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu): 40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:30 PM Project file:

CPT name: CPT-2
Liquefied Su/Sig'v
— Peak Su ratio
Liq. Su ratio
su/sig'v
17 This software is licensed to: Kling Consulting Group, Inc.

CPT name: CPT-2
Transition layer No Number of points Depth SBT„ number SBTn description

Kling Consulting Group, Inc.

GE I npgr----- _ 18008 Sky Park Circle, Suite 250
ti Irvine, CA 92614
■ Olt 1 www.klingconsultinggroup.com
Project:

Location:

Norm. cone resistance
C
n
C
CRR plot
n;
Vertical settlements
2-
4-
6-
0-
2-
4-
6-
0-
2-
4-
6-
0-
2-
4-
6-
8-
0 2-
4-
6 8
0 t
a
S
CPT: CPT-2
Total depth: 50.40 ft
Norm. Soil Behaviour Type
Gay&s ltyday
2 Gay
4 6
Gay&siltyday
Gay&siltyday
Sand&siltysad
8 Gay
10 vaydens6stiffsdl
12 Gay&siltyday
Gay&siltyday
14 veyderEdstiffscil
vayde se'stiff scil
16 Gay&siltyday
Siltysad &sa*silt
18 Siltysad &sa*silt
20 CA ay
22 ! Gay
24 Sad&siltysad
Sand
26 S"
28 Sad&siltysad
d
sand
Sand&siltysad
32 ML
34 36
Sand&siltysad
38 40
S ltysad &sa*silt
42 Gay
44 Gay&sltyday
46 Gay
48 50
�
0 50
100 150
200 0

0.2 0.4

0.6 0 0.05

0.1 0.15

0.2 0.25
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Qtn

CRR & CSR
Settlement (in)
SBTn (Robertson 1990)
Analysis method:

Robertson (2009)
G.W.T. (in -situ):

40.00 ft
Use fill:

No
Clay like behavior
Fines correction method:

Robertson (2009)
G.W.T. (earthq.):

10.00 ft
Fill height:

N/A
applied:

All soils
Points to test:

Based on Ic value
Average results interval:
5 Fill weight:

N/A
Limit depth applied:

Yes
Earthquake magnitude M.:

6.82 Ic cut-off value:

2.60 Trans. detect. applied:

Yes
Limit depth:

50.00 ft
Peak ground acceleration:

0.61 Unit weight calculation:

Based on SBT
KQ applied:

Yes
MSF method:

Method based
CPeT-IT v.1.7.6.34 - CPTU data presentation & interpretation software - Report created on: 10/24/2022, 1:38:31 PM Project file:

Kling Consulting Group, Inc.

GE I npgr----- _ 18008 Sky Park Circle, Suite 250
ti Irvine, CA 92614
■ Olt 1 www.klingconsultinggroup.com
Project:

Location:

Norm. cone resistance
C
n
t
0-
8 FS Plot
C
n
Vertical settlements
t
a
S
CPT: CPT-2
Total depth: 50.40 ft
Norm. Soil Behaviour Type
Gay&siltyday
2 Gay
4 �
6 Gay&siltyday
Gay&siltyday
Sand&siltysad
8 Gay
10 - vay&sdsbffsdl
12 Gay&siltyday
Gay&siltyday
14 veydase'stiffscil
veydase'shff scil
16 Gay&siltyday
Siltysad &sa*silt
18 Siltysad &sa*silt
20 CA ay
22 ! Gay
24 Sad&siltysad
Sand
26 Sand
28 _ Sad&siltysad
30 Sad
Sand&siltysad
32 34
36 Sand&siltysad
38 40
S ltysad &sa*silt
42 Gay
44 Gay&sltyday
46 Gay
48 50
0 50
100 150
200 0 0.5 1 1.5
2 0 0.05

0.1 0.15

0.2 0.25
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Qtn
Factor of safety
Settlement (in)
SBTn (Robertson 1990)
Analysis method:

Robertson (2009)
G.W.T. (in -situ): 40.00 ft
Use fill:

No
Clay like behavior
Fines correction method:

Robertson (2009)
G.W.T. (earthq.): 10.00 ft
Fill height:

N/A
applied:

All soils
Points to test:

Based on Ic value
Average results interval: 5
Fill weight:

N/A
Limit depth applied:

Yes
Earthquake magnitude M.:

6.82 Ic cut-off value: 2.60
Trans. detect. applied:

Yes
Limit depth:

50.00 ft
Peak ground acceleration:

0.61 Unit weight calculation: Based on SBT
KQ applied:

Yes
MSF method:

Method based
CPeT-IT v.1.7.6.34 - CPTU data presentation & interpretation software - Report created on: 10/24/2022, 1:38:32 PM Project file:

Kling Consulting Group, Inc.
i 1«■Ys_
18008 Sky Park Circle, Suite 250
Irvine, CA 92614
■ ■ ■ www.klingconsultinggroup.com
Project title :

Location
CPT file: CPT-3
Input parameters and analysis data
Analysis method:

Robertson (2009) G.W.T. (in -situ): 40.00 ft
Use fill:

No
Clay like behavior
Fines correction method:

Robertson (2009) G.W.T. (earthq.): 10.00 ft
Fill height:

N/A
applied:

All soils
Points to test:

Based on Ic value Average results interval: 5
Fill weight:

N/A
Limit depth applied:

Yes
Earthquake magnitude M.:

6.82 Ic cut-off value: 2.60
Trans. detect. applied: Yes
Limit depth:

50.00 ft
Peak ground acceleration:

0.61 Unit weight calculation: Based on SBT
K. applied:

Yes
MSF method:

Method based
Cone resistance Friction Ratio SBTn Plot
CRR plot
FS
Plot
2 2
2-
2-
2 4
4 4-
4 4
,
I
■
6 6
6-
6-
6 8
8 8
~
8-
8 10
10 10-
10 During
art
q.
10 12
12-
12-
12 12
.
14 14-
14-
14 14
,
16 16
16-
16-
16 18
18 18-
18-
18 20
20-
20-
20-
20 22
22 22-
22-
22 24
24 24-
24 24
Q 26
26 26-
26 26-
28 28
28-
t
28-
28 30
30 30-
30-
30 32
32 32
F
32-
32 34
34 34-
34 34
36 36
36-
36 36
38 38-38-
38 38
40 40
40-
40 40
42 1
al-
42 42

0.8 0.7-

0.6-
O
V)
.v
U 0.3-
U

0.2-

0.1 200 400 600 0 2 4 6 8 10 1 2 3 4 0 0.2 0.4 0.6 0 0.5 1 1.5 2 qt (tsf) Rf (%) Ic (Robertson 1990) CRR & CSR Factor of safety Mw=71/2, sigma =1 atm base curve Summary of liquefaction potential Liquefaction
so •• •
0 at VA
1111AW/
No Liquefaction
1 0.1 1 10
Normalized friction ratio (%)
Zone Ai: Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A,: Cyclic liquefaction and strength loss likely depending on loading and ground geometry
0 Zone B: Liquefaction and post -earthquake strength loss unlikely, check cyclic softening 0 20 40 60 80 100 120 140 160 180 200 Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, Qtn,cs brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:33 PM 21 Project file:

This software is licensed to: Kling Consulting Group, Inc.

CPT basic interpretation plots
Cone resistance Friction Ratio Pore pressure SBT Plot
i Insitu
100 200 300 400 500 600
0 2 4 6
8 10
0 50 100
150 1
qt (tsf)
Rf (%)
u (psi)
Input parameters and analysis data
Analysis method: Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method: Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test: Based on Ic value
Ic cut-off value:

2.60 KQ applied:

Yes
Earthquake magnitude MN,: 6.82
Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration: 0.61
Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu): 40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
CPT name: CPT-3
Soil Behaviour Type
aSltyd
ay `
2 Clay
4 sltysad &sar*silt
6-
Clay
Sad&siltysad
8 aay&siltyday
Clay&siltyday
10 Clay&siltyday
12 Clay
14 Clay
! Clay&siltyday
16 -Clay&siltyday
18 5ltysad &saxysilt
20 Siltysad &sa*silt
2z
24 Sand&siltysad
26 28
Sand
Sand&siltysad
30 S3-d&siltysa d
32 Sand
Sand&siltysad
34 Sad&siltysad
sand
36 Sad
38 Sand&siltysad
sand
40 Clay
42 44
Clay&siltyday
46 �
48 -
2 3
4 0 2 4 6 8
10 12 14 16 18
Ic(SBT)
SBT (Robertson
et al. 1986)
SBT legend

1. Sensitive fine grained

4. Clayey silt to silty

7. Gravely sand to sand

2. Organic material

5. Silty sand to sandy silt

8. Very stiff sand to

3. Clay to silty clay

6. Clean sand to silty sand

9. Very stiff fine grained
CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:33 PM 22 Project file:

This software is licensed to: Kling Consulting Group, Inc.

Norm. cone resistance
w
L
d
CPT basic interpretation plots (normalized)
Norm. friction ratio Nom. pore pressure ratio SBTn Plot 0 50 100 150 200
0 2 4 6
8 10
-0.2 0 0.2 0.4 0.6

0.8 1
Qtn
Fr (%)
Bq
Input parameters and analysis data
Analysis method: Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method: Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test: Based on Ic value
Ic cut-off value:

2.60 KQ applied:

Yes
Earthquake magnitude MN,: 6.82
Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration: 0.61
Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu): 40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
1 2 3 4
Ic (Robertson 1990)
CPT name: CPT-3
Norm. Soil Behaviour Type
2 Veydensdshffscil
aay
4 siltysard &W*silt
aay&siltyday
6 Sand&siltysard
8 aay&siltyday
Veydensdshffscil
10 Veydensdsuffscil
12 aay
14 Clay
aay
16 aay&siltyday
18 Siltysad &sa *silt
20 Sand&siltysand
22 siltysard &W*silt
24 Sad&siltysad
26 28
Sand
30 Sard
Sand&siltysad
Said
32 said
34 Sad&siltysad
36 Sard
38 Sad&siltysad
Siltysad &sa*§It
40 Clay&siltyday
42 44
Clay
46 48
50i
i i i i,
SBTn(Robertson 1990)
SBTn legend

1. Sensitive fine grained 4. Clayey silt to silty 7. Gravely sand to sand

2. Organic material 5. Silty sand to sandy silt 8. Very stiff sand to

3. Clay to silty clay 6. Clean sand to silty sand 9. Very stiff fine grained CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:33 PM 23 Project file:

This software is licensed to: Kling Consulting Group, Inc. w
C
n
Liquefaction analysis overall plots (intermediate results) Total cone resistance SBTn Index Norm. cone resistance Grain char. factor i
w
cl
n
G1
L2J-
L8
20 22
30 32
34 36
38 10C12
+u
50 100 200 300 400 500 600
1 2
3 4
0 50 100
150 200 0 1 2 3 4 5 6 7 8 9 10
qt (tsf)
Ic (Robertson 1990)
Qtn
Kc
Input parameters and analysis data
Analysis method: Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method: Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test: Based on Ic value
Ic cut-off value:

2.60 KQ applied:

Yes
Earthquake magnitude MN,: 6.82
Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration: 0.61
Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu): 40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:33 PM Project file:

CPT name: CPT-3
Qtn,cs
24 This software is licensed to: Kling Consulting Group, Inc.

CPT name: CPT-3
Liquefaction analysis overall plots
CRR plot FS Plot LPI Vertical settlements Lateral displacements G1
0 0.2 0.4 0.6
0 0.5 1

1.5 2
0 5 10
15 20

CRR & CSR
Factor of safety
Liquefaction
potential
Input parameters and analysis data
Analysis method: Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method: Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test: Based on Ic value
Ic cut-off value:

2.60 KQ applied:

Yes
Earthquake magnitude MN,: 6.82
Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration: 0.61
Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu): 40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:33 PM Project file:
2 4
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 44
46 48
50 0

0.1 0.2 0.3
0 Settlement (in)
Displacement (in)
F.S.
color scheme
LPI color scheme
❑
Almost certain it will liquefy
Very high risk
Very likely to liquefy
High risk
Liquefaction and no liq. are equally likely
Low risk
Unlike to liquefy
Almost certain it will not liquefy
25 This software is licensed to: Kling Consulting Group, Inc.

Liquefaction analysis summary plots
Input parameters and analysis data
Analysis method:

Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method:

Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test:

Based on Ic value
Ic cut-off value:

2.60 KQ applied:

Yes
Earthquake magnitude MN,:

6.82 Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration:

0.61 Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu):

40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
CPT name: CPT-3
CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:33 PM 26 Project file:

This software is licensed to: Kling Consulting Group, Inc. w
t
n
CS
Check for strength loss plots (Robertson (2010))
Norm. cone resistance Grain char. factor Corrected norm. cone resistance SBTn Index L2- -
Wzi
32-1-
2J
L2-J_
L8
20 ?2 —
100 200 300 400
0 1 2 3 4 5
6 7 8 9 10
0 50 100
150 200 1 2 3 4
Qtn
Kc
Qtn,cs Ic (Robertson 1990)
Input parameters and analysis data
Analysis method: Robertson (2009)
Depth to water table (erthq.):

10.00 ft
Fill weight:

N/A
Fines correction method: Robertson (2009)
Average results interval:
5 Transition detect. applied:

Yes
Points to test: Based on Ic value
Ic cut-off value:

2.60 Ka applied:

Yes
Earthquake magnitude MW: 6.82
Unit weight calculation:

Based on SBT
Clay like behavior applied:

All soils
Peak ground acceleration: 0.61
Use fill:

No
Limit depth applied:

Yes
Depth to water table (insitu): 40.00 ft
Fill height:

N/A
Limit depth:

50.00 ft
CLiq v.1.7.6.34 - CPT Liquefaction Assessment Software - Report created on: 10/24/2022, 1:38:33 PM Project file:

CPT name: CPT-3
Liquefied Su/Sig'v
- Peak Su ratio
— Uq. Su ratio
SU/Slg'v
27 This software is licensed to: Kling Consulting Group, Inc.

CPT name: CPT-3
Transition layer No Number of points Depth SBT„ number SBTn description

Kling Consulting Group, Inc.

GE I npgr----- _ 18008 Sky Park Circle, Suite 250
ti Irvine, CA 92614
■ Olt 1 www.klingconsultinggroup.com
Project:

Location:

Norm. cone resistance
0-
8 C
CRR plot
1 1
1 1
1 2
2 2
Nfl- 2
2 3
3 3
3 3
4 4
4 4
4 5
Vertical settlements
1 i
3 i
1 i
3 1
1 i
3 1
4 i
3 1
i
3 a
S
CPT: CPT-3
Total depth: 50.27 ft
Norm. Soil Behaviour Type
�cyaNnyuay
Uayder estffsdl
Gay
Siltysa d &sa*silt
Gay&dltyday
siltysa d &sa*silt
Sltysa d &M*silt
Gay&siltyday
Gay&siltyday
Veyde se'stiffsdl
Gay
Gay
Gay&siltyday
siltysad &sadysilt
Said&siltysad
sitysa d &M*silt
Sad&siltysad
Sand
Sad
Sand&siltysaid
Sand&siltysaid
Sad&siltysad
Sad&siltysad
Sad
Sad&siltysad
siltysa d &M*silt
Gay&siltyday
Gay
0 50
100 150
200 0

0.2 0.4

0.6 0 0.05

0.1 0.15 0.2

0.25 0.3
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Qtn

CRR & CSR
Settlement (in)
SBTn (Robertson 1990)
Analysis method:

Robertson (2009)
G.W.T. (in -situ):

40.00 ft
Use fill:

No
Clay like behavior
Fines correction method:

Robertson (2009)
G.W.T. (earthq.):

10.00 ft
Fill height:

N/A
applied:

All soils
Points to test:

Based on Ic value
Average results interval:
5 Fill weight:

N/A
Limit depth applied:

Yes
Earthquake magnitude M.:

6.82 Ic cut-off value:

2.60 Trans. detect. applied:

Yes
Limit depth:

50.00 ft
Peak ground acceleration:

0.61 Unit weight calculation:

Based on SBT
KQ applied:

Yes
MSF method:

Method based
CPeT-IT v.1.7.6.34 - CPTU data presentation & interpretation software - Report created on: 10/24/2022, 1:38:34 PM Project file:

Project:

Location:

Kling Consulting Group, Inc.
------ _ 18008 Sky Park Circle, Suite 250
ti Irvine, CA 92614
■ ■ ■ 1 www.klingconsultinggroup.com
Norm. cone resistance
0-
8 FS Plot
v .v
ivv •.lv
cw V
V.J 1 1.7 L
Qtn
Factor of safety
Analysis method:

Robertson (2009)
G.W.T. (in -situ):

40.00 ft
Fines correction method:

Robertson (2009)
G.W.T. (earthq.):

10.00 ft
Points to test:

Based on Ic value
Average results interval:
5 Earthquake magnitude M.:

6.82 Ic cut-off value:

2.60 Peak ground acceleration:

0.61 Unit weight calculation:

Based on SBT
1 1
1 1
1 2
2 2
n2
N
2 3
3 3
3 3
4 4
4 4
4 5
Vertical settlements
1 i
3 i
1 i
3 1
1 i
3 1
4 i
3 1
i
3 0 0.05 0.1 0.15 0.2 0.25 0.3
Settlement (in)
a
S
CPT: CPT-3
Total depth: 50.27 ft
Norm. Soil Behaviour Type
�cyaNnyuay
Uayder estffsdl
Gay
Siltysa d &sa*silt
Gay&dltyday
siltysa d &sa*silt
Sltysa d &M*silt
Gay&siltyday
Gay&siltyday
Veyde se'stiffsdl
Gay
Gay
Gay&siltyday
siltys" &sadysilt
Said&siltys"
S ltys" &M*silt
Sall&siltys"
Sand
Sand
Sand&siltys"
Sand&siltys"
Sall&siltysad
Sad&siltysad
sand
Sad&siltys"
siltysa d &M*silt
Gay&siltyday
Gay
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
SBTn (Robertson 1990)
Use fill:

No
Clay like behavior
Fill height:

N/A
applied: All soils
Fill weight:

N/A
Limit depth applied: Yes
Trans. detect. applied:

Yes
Limit depth: 50.00 ft
KQ applied:

Yes
MSF method: Method based
CPeT-IT v.1.7.6.34 - CPTU data presentation & interpretation software - Report created on: 10/24/2022, 1:38:34 PM Project file:

Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart':
q, : tip resistance, f., = sleeve friction
. vet in -situ verrical total and effective stress
units = all in kPa
initial stress expsincnt'7 : n i 1.0 and calculate Q, F, and 1. ifIC5 1.64,rt=0.5
if 1.64 3.30,n=1.0
iterate until the change in n, An 300 kPa, lot n = 1.0 for &11 svibs aupdated form
Robertson and lUC}
wridr: (l99 $)
�Y O
= (q ''° ) - CO, F — }y 4
100 ) 100
(qL VO
1, = 3.47—log )'+(1.22+logF)
_./I
if i4 I �
BUT. if 1.64 [ Ic 2._603 using other eritcria; likely ncchquifiablo if F > I % 1 "Estimating liquefaction -induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachrran

APPENDIX D

HARDSCAPE RECOMMENDATIONS

KCGKLING
Consulting
Group, Inc.

HARDSCAPE RECOMMENDATIONS FOR EXPANSIVE SOILS
(COMMERCIAL/INDUSTRIAL BUILDING) 4
Joint 121
Minimum
Subgrade
Cutoff Barrier
Spacing
Description
Concrete
Pre -Soaking
or
(Max)
Base
Thickness
Depth
Reinforcement (')
Edge Thickness
(Inches)
Common Sidewalks - Isolated
EI 130
5 130% of/or 5% over optimum (whichever is greater) to 24" 6 feet
Common Sidewalks - Not Isolated
(adjacent to curbs or structures)
Dowel into curbs and entries
N.R.
5-10 Feet
N.R.

EI 130
5 120% of/or 5% over optimum (whichever is greater) to 24" Enhanced or Decorative Concrete
(where higher degree of crack control is desired)
E 130
6 120% of/or 5% over optimum (whichever is greater) to 24" #4 re -bar @ 12" O.C., E.W.
12" thick x 12" wide
6 feet
Curb and Gutter
C.S.

Scarify 6"/Pre-Moisten
N.R.

N.R.
10 Feet
N.R.

General Concrete Paving 3
7 N.R.

N.R.
12"x12" where adjacent to
10 Feet
6"
landscape
Trash Enclosure/Loading Bay 3
8 N.R.

N.R.
12"x12" where adjacent to
10 Feet
6"
landscape
N.R. = Not Recommended
C.S. = City/County Standard
O.C. = On Center
E.W. = Each Way
General Notes:
(A) All concrete thickness should be "full"
(B) Square concrete panels when possible
(C) Maintain positive drainage from concrete flatwork
(D) All slab reinforcement should be placed at mid -height of slab (E) The above recommendations are intended to mitigate expansive soils independent of other design considerations. The recommendations of the structural engineer and/or architect should also be incorporated into the final design.

Footnotes:
(1) Reinforcement to extend into cutoff barrier in thickened edge. (2) Joint at curves or angle points.
(3) The above concrete paving recommendations are for planning purposes only.

An actual pavement design should be generated based on concrete strength, and frequency and magnitude of anticipated axle loads. (4) The above recommendations are intended to mitigate expansive soils independent of other design considerations.

The recommendations of the structural engineer and/or architect should also be incorporated into the final design.

APPENDIX E

ASFE INSERT

Geolechnical Engineering RePOPI --)
Geotechnical Services Are Performed for
Specific Purposes, Persons, and Projects
Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engineer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geo- technical engineering report is unique, prepared solelyfor the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one - not even you - should apply the report for any purpose or project except the one originally contemplated.

Read the Full Report
Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary.

Do not read selected elements only.

A Geotechnical Engineering Report Is Based on
A Unique Set of Project -Specific Factors
Geotechnical engineers consider a number of unique, project -specific factors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engi- neer who conducted the study specifically indicates otherwise, do not rely on a geotechnical engineering report that was:
• not prepared for you,
• not prepared for your project,
• not prepared for the specific site explored, or
• completed before important project changes were made.

Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect:
• the function of the proposed structure, as when it's changed from a parking garage to an office building, or from alight industrial plant to a refrigerated warehouse,
• elevation, configuration, location, orientation, or weight of the proposed structure,
• composition of the design team, or
• project ownership.

As a general rule, always inform your geotechnical engineer of project changes - even minor ones - and request an assessment of their impact.

Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed.

Subsurface Conditions Can Change
A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineering report whose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natu- ral events, such as floods, earthquakes, or groundwater fluctuations. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems.

Most Geotechnical Findings Are Professional
Opinions
Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ -sometimes significantly from those indi- cated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions.

A Report's Recommendations Are Not Final
Do not overrely on the construction recommendations included in your re- port. Those recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual

subsurface conditions revealed during construction. The geotechnical engi- neer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation.

A Geotechnical Engineering Report Is Subject to
Misinterpretation
Other design team members' misinterpretation of geotechnical engineer- ing reports has resulted in costly problems. Lower that risk by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation.

Do Not Redraw the Engineer's Logs
Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings.

Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk.

Give Contractors a Complete Report and
Guidance
Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, butpreface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct ad- ditional study to obtain the specific types of information they need or prefer.

A prebid conference can also be valuable. Be sure contractors have sufficient timeto perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unantici- pated conditions.

Read Responsibility Provisions Closely
Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disciplines.

This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly.

Geoenviponmental Concerns Are Not Covered
The equipment, techniques, and personnel used to perform a geoenviron- mental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually re- late any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoenvironmental in- formation, ask your geotechnical consultant for risk management guidance.

Do not rely on an environmental report prepared for someone else.

Obtain Professional Assistance To Deal with Mold
Diverse strategies can be applied during building design, construction, op- eration, and maintenance to prevent significant amounts of mold from grow- ing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a comprehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a number of mold prevention strategies focus on keeping building surfaces dry. While groundwater, wa- ter infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed in -this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services performed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold prevention. Proper implementation of the recommendations conveyed in this report will not of itself he sufficient to prevent mold from growing in or on the struc- ture involved.

Rely on Your ASFE-Member Geotechnical
Engineer For Additional Assistance
Membership in ASFE/The Best People on Earth exposes geotechnical engi- neers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with your ASFE-member geotechnical engineer for more information.

ASFE
The Best People on Earth
8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone:' 301/565-2733 Facsimile: 301/589-2017
e-mail: [email protected] www.asfe.org
Copyright 2004 by ASFE, Inc. Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with ASFE's specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission ofASFE, and only for purposes of scholarly research or book review. Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report. Any other firm, individual, or other entity that so uses this document without being anASFE member could be committing negligent or intentional (fraudulent) misrepresentation. 1IGER06045.0M

Priority Project Water Quality Management Plan (WQMP)
1400 Bristol
Attachment F
Water Quality Impairment List
The Picerne Group Section VI
North OC Priority WQMP Template August 17 2011 Page 43

9 Sao Die go Creek Reach River& 30111000/ 13070201
Beuthic Community Effects 7.3\ldes 2014 5A 2027
1 Stream
o Source L`ukuowu
• ➢DT(➢ichlorodinhen7ltrichloraelhaue), 7.8 \files 2014 5B 2013 o See TlIDL dacumenhtion
The iiSEPA approved the N part By Organochla— copowuls TAIDL on November 12, 2013 whth includes rhispolluraru (T mI DDT -sum of4,4'- and 2,4'- homers of DDT, DDE, owdDDD) for San Diego CraeL The data used for the TWDL assessment includes additional data and — use d rent assessment guidelines thn those used in the integrated report. Nonetheless, it is imporaant to note thaw this pollutant is being addressed by on USEPA approved T1IDL. • Judicator Bacteria 7.8 Miles 2014 5A 2019
o Source Uukuowu
While this Decision was based on a.fficr" number ofexceedancas the ofE. tali Single Sample objective, d should be noted th�Ekteroc--, Fecal Conform and Total Coliform objecRves no longer apply to the REC I Beneficial Use for fresh waters in Region 8. As such the Entemcoccus, Fecal Col f rm and Total Col f rm LOEs will be refired Farther. the Single Sample objective was only used b—ause ofthe lack ofrepresentaave 30-dm; 5-sample Geomean values, as per the Region 8 Basin Plan (2016 updat) an page 4-17, foamore J. When reprasentaave 30-day, 5-sample Geomean values are c R-wd the Single Sample E coh LOE will ba retired. • Mahthiou 7.3 Niles 2014 5A 2027
o Source Uukuowu
• Nutrients 7.3 Niles 1996 5B 1999
o Source Uukuowu
• Sedrss- tioutSdtafiou 7.3 Niles 1996 5B 1999
o Sou-eUnkn—
S.I—iiun 7.3 Niles 2006 5A 2007
o Source Uukuowu
• Tozaphene 7.3 AIdes 2006 5B 2013
o See TAIDLdacumeuhtiou
• Tosiaty 7.8 Miles 2014 5A 2025
o Source Uukuowu
3 Neu�tBa,� Rsmary SD111000 18070101
) PPer
Chlordane 653Acres 2006 5B 2013
(Ecological Reserse)
o SeeTMDL dacumenhfion
• Cneger 653Acres 2006 5A 2007
o M,srivas and Recreational Boating
•➢DT(➢ichlomdwhenyltrichloraethaue) 653 Aces 2006 5B 2013 o See ThIDL documentation
• Ind—t-Baeterh 653Acres 2010 5B 2000
o Source Uuknown
The following LOEs hd been incorrectly linked m Upper Neuport By during the 2010 cycle : 8075, 807q 8077 and 8078, I7 y have nor been used in me Final L'ae Raring in the 2014 cycle and will be retired prior to the nest cycle They have been copied over fo LowerNewpart By: (where the somplingpoinrc era located) and hue new LOE k's.
• Mahthion 653Acres 2014 5A 2027
o Source Uuknown
• Nutrients 653Acres 2006 5B 1999
o Source Uuknown
• PCBsXychlorioated h'phen7ls) 653Acres 2006 5B 2013
o See TMDL dacumeutafion
• Sedimeotalion/Silladon 653Acres 2006 5B 1999
o Agriculture
o Channel Emsiou
o Coust-diou/Laod Derelopmeut
o ErosioutSilhtiou
• Tozidty 653Acres 2014 5A 2027
o Source Uuknown

0 Neww o tBaBay, Lower Bay& S0114000 / 13070201 Chlordane 767 Acres 2006 5B 2013 (entire lower bay, Harbor o SeeTVDLdacume.tatio.
i. l.ding Rh'.e
Ch... A Tur.mg Basin
and S.uth Lida Channel
fo east end of HJ
Moorings)
• C.gp--� 767 Acres 2006 5A 2019
o Marie- and Recreatio..I Boating
• BBT(➢iehlo pheny� 767 Acres 1990 5B 2013
o S-TMDLdacume.tatio.
• Indicator Bacteria 767 Acres 2010 5B 2000
o Source L.k.ow.

The following LOE, had been incorrectly linked to Lower Newport Bay during the 2010 cy ie : 8147, 8148, 8149, 8150, 8151, 8152, 8153, 8154, 8155, 8156, 8157, 8158, 8159, 8160, 8161, 8162, 28355, 283)7, 28361, 28367, 28373, 28377, 28379, 28381, 28383. P y hava not bean sad in the Final Use .Rating m the 2014 cycle and will be m—dprior to the next cycla. Thav have been copied over to L)y--V port Bay (ham the sampea gpom. are locat d) and have new LOE #'s. LOE 26162 wms reated dung the 2010 cycle and incorrectly combined sampling locutions in both Upper and Lower N pun Bay The data in LOE 26162 has bean reonolyzed and 2 now LM hove been canted f r those data in the proper watarbodies. LOE 26162 is not used in the Final Usa Rating in the 2014 rycle arrd will be reared prior [o the nert cycla. In the 2010 cycle, the Shel�sh Harver[ Objective that was used in the LOEs was the Ocean Plan Total Colefarm. valve, rather than fhe etisting Region 8 Basin Plan Objective that was based on Fecal Cohform, Uf d. combining the LOP, wnnen using the Ocean Plan Total Cal! rm objective m,ults in a delisnngfor the Shellfish H est Beneficial Use, atwlvsu ofthe 2008 -2010 Fecal Coliform data from the Beach W rch program resulted in 7 oaths ferceed—eovtof23morrths(where samples were collected) and based on weight of evidence, the decision was made to I.— the SheOysh Harvest Listing m place for Fecal Cal f rm. • Nutrients 767 Acres 1992 5B 1999
o Source D.kmw.
• PCBs (Polvr6lori.ated hiphe.y1,) 767Acres 1990 5B 2013 o See T]IDL documentation
• Toriot♦- 767 Acres 20U 5A 2019

Priority Project Water Quality Management Plan (WQMP)
1400 Bristol
Attachment G
Infiltration BMP Feasibility Worksheet &
Summary of Harvested
The Picerne Group Section VI
North OC Priority WQMP Template August 17 2011 Page 44

TECHNICAL GUIDANCE DOCUMENT APPENDICES
Table X.8: Minimum Irrigated Area for Potential Partial Capture Feasibility General Landscape
Type
Conservation Design: KL = 0.35
Active Turf Areas: KL = 0.7
Closest ET Station
Irvine
Santa Ana
Laguna
Irvine
Santa Ana
I Laguna
Design Capture Storm
Depth, inches
Minimum Required Irrigated Area per Tributary Impervious Acre for Potential Partial Capture, ac/ac

0.60 0.66

0.68 0.72

0.33 0.34

0.36 0.65

0.72 0.73

0.78 0.36

0.37 0.39

0.70 0.77

0.79 0.84

0.39 0.39

0.42 0.75

0.83 0.84

0.90 0.41

0.42 0.45

0.80 0.88

0.90 0.96

0.44 0.45

0.48 0.85

0.93 0.95

1.02 0.47

0.48 0.51

0.90 0.99

1.01 1.08

0.49 0.51

0.54 0.95

1.04 1.07

1.14 0.52

0.53 0.57

1.00 1.10

1.12 1.20

0.55 0.56

0.60 Worksheet J: Summary of Harvested Water Demand and Feasibility 1 What demands for harvested water exist in the tributary area (check all that apply):
2 Toilet and urinal flushing
❑
3 Landscape irrigation
❑
4 Other:
❑
5 What is the design capture storm depth? (Figure III.1) d
inches
6 What is the project size?
A
ac
7 What is the acreage of impervious area?
IA
ac
8 For projects with multiple types of demand ( toilet flushing, indoor What is the minimum use required for partial capture? (Table X.6)
demand, and/or other
demand)
gpd
9 What is the project estimated wet season total daily use? gpd
10 11
Is partial capture potentially feasible? (Line 9 > Line 8?) For projects with only toilet flushing demand
What is the minimum TUTIA for partial capture? (Table X.7) 12 What is the project estimated TUTIA?
X-13 December 20, 2013

TECHNICAL GUIDANCE DOCUMENT APPENDICES
Worksheet J: Summary of Harvested Water Demand and Feasibility 13 Is partial capture potentially feasible? (Line 12 > Line 11?) For projects with only irrigation demand
14 What is the minimum irrigation area required based on ac
conservation landscape design? ( Table X.8)
15 What is the proposed project irrigated area? (multiply ac
conservation landscaping by 1; multiply active turf by 2) 16 Is partial capture potentially feasible? (Line 15 > Line 14?) Provide supporting assumptions and citations for controlling demand calculation:

X-14 December 20, 2013

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Priority Project Water Quality Management Plan (WQMP)
1400 Bristol
Attachment H
BMP's info & Details
The Picerne Group Section VI
North OC Priority WQMP Template August 17 2011 Page 45

SITE SPECIFIC DATA

PROJECT NUMBER

ORDER NUMBER

PROJECT NAME

PROJECT LOCATION

STRUCTURE ID

TREATMENT REQUIRED

VOLUME BASED (CF)

FLOW BASED (CFS)

TREATMENT HGL AVAILABLE (FT)
PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE

PIPE DATA
I.E.

MATERIAL

DIAMETER
INLET PIPE 1
INLET PIPE 2

OUTLET PIPE

PRETREATMENT

BIOFIL TRA TION

DISCHARGE

RIM ELEVATION

SURFACE LOAD

PEDESTRIAN

OPEN PLANTER

PEDESTRIAN

FRAME & COVER
J6" X J6"
N/A
N/A

WETLANDMEDIA VOLUME (CY)
TBD
ORIFICE SIZE (DIA. INCHES)
TBD
NOTES: PRELIMINARY NOT FOR CONSTRUCTION.

INSTALLATION NOTES VEGETATION

1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND PLANT

INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND ESTABLISHMENT APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MEDIA .

MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT.

2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER
RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS.

4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF
CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR.

ALL PIPES SHALL BE SEALED WATER TIGHT PER MANUFACTURERS STANDARD CONNECTION DETAIL.

5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.

6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH

VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS.

7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR

ACTIVATION OF UNIT MANUFACTURERS WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE.

GENERAL NOTES

1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED.

2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT BIO CLEAN.
8,'O"
9'-0"

LEFT END VIEW
PATENTED —

PERIMETER

VOID AREA

SITE CURBING -

BY OTHERS

DRAIN DOWN LINE-
PRE—FKTER

CARTRIDGE
0 i

WETLANDMEDIA
—! ———- VERTICAL
::;:::.::. ......: .:....:•..,.. ,.,:. ,. UNDERDRAIN

MANIFOLD

PLAN VIEW

OUTLET PIPE

SEE NOTES

HATCH OPENING
C/L
T i
„�, FLOW CONTROL
-' i o RISER
6"-

ELEVATION VIEW
�I
h

RIGHT END VIEW

TREATMENT FLOW (CFS)

0.115

OPERATING HEAD (FT)
J.4

PRETREATMENT LOADING RATE (GPM/SF)

2.0 WETLAND MEDIA LOADING RATE (GPM/SF)

1.0 PROPRIETARY AND CONFIDENTIAL:
q q � 5 / _ — p_ C
V� V V J L SF O 1.
\Y \�IF 1 INnC

THE INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE
lo%pClean

STORM WA TER BIOFIL TRA TION SYSTEM
PRO=T AMY ff PR07FCTED er�aeMORE°F

PROPERTY OF FORTERRA AND ITS COMPANIES THIS DOCUMENT
NOR ANY PART THEREOF, MAY BE USED, REPRODUCED OR MODIFIED`�°W,�,�°"""'s° "Z52° "'°'62°STANDARD
i_37F° F303,814. RflA7ID FOlfE/ON O"TENTS OR
IN ANY MANNER WITH OUT THE WRITTEN CONSENT OF FORTERRA. s� �.,�M,
DETAIL

Priority Project Water Quality Management Plan (WQMP)
1400 Bristol
Attachment I
Master Covenant and Agreement and
Maintenance & Operation Plan
The Picerne Group Section VI
North OC Priority WQMP Template August 17 2011 Page 46

Operations and Maintenance (O&M) Plan
Water Quality Management Plan
for
1400 Bristol
1400 Bristol St.

Newport Beach, CA 92660

Training shall be provided upon hire of new associates. A copy of the training manual shall remain in the building at all times for employees to use as needed. The manual shall include all Educational Materials. Additional education material may be found in the following website : http://www.ocwatershed.com/PublicEd/resources/business- brochures.html
Yes
N2. Activity Restrictions
Ongoing
Owner
The property owner shall ensure that the rules and guidelines as determined on the project conditions of approval or other policies are followed at all times once the project is operations. Prohibited activities for the project that promoted water quality includes:

Prohibit discharges of fertilizer, pesticides, or animal wastes to streets or storm drains.

Prohibit blowing or sweeping of debris (leaf litter, grass clippings, litter, etc.) into streets or storm drains.

Requirement to keep dumpster lids closed at all times.

Prohibit vehicle washing, maintenance, or repair on the premises or restrict those activities to designated areas.

Yes
N3. Common Area Landscape Management
Weekly
Owner
Ongoing maintenance is conducted to minimize erosion and over -irrigation, conserve water and reduce pesticide and fertilizer applications.

Yes
N4. BMP Maintenance
Ongoing
Owner
All proposed BMP's shall be regularly maintained.

No
N5. Title 22 CCR Compliance
Every time
Owner

Yes
N11. Common Area Litter Control
Ongoing
Owner
The Owner will be required to implement trash management and litter control procedures in the common areas aimed at reducing pllution of drainage water. The Owner may contract with their landscape maintenace firm to provide this service with regularly scheduled maintenance, which should consist of litter patrol, emptying of trash receptacles in common areas, and noting trash disposal violations and reporting the violations to the Owner for investigation

Owner
The owner shall prepare a training manual for all existing and future employees. The Training shall be
manual shall include information regarding proper practices that contribute to the provided upon hire
protection of the stormwater quality. Training shall be provided upon hire of new and regular
associates. A copy of the training manual shall remain in the building at all times for intervals thereafter.
employees to use as needed. The manual shall include all Educational Materials.

Additional education material may be found in the following website :
htt:// www.ocwatershed.com/PublicEd/resources/business-brochures.html No
N13. Housekeeping of Loading Docks
Yes
N14. Common Area Catch Basin Inspection
Monthly
Owner
The owner must ensure that the on -site inlet and drain pipe will be periodically -Before and after
inspected visually. Cleaning should take place in the late summer/early fall prior to the predicted storm
start of the rainy season. If necessary, clean, repair, or replace any drainage facility events
prior to the start of each rainy season no later than October 15 of each year).

Yes
N15. Street Sweeping Private Streets and Parking Lots
Monthly
Owner
The Owner must sweep outdoor lots regularyly (minimum monthly), or as needed to maintain parking lot surface without trash, debris, or other removable solids, and prior to the storm season (no later than October 15 each year). Sweeping shall be done with a vacuum -type sweeper. Under no circumstances are outdoor areas/lots to be rinsed or washed with water unless said rinse/wash water is collected and disposed of properly (i.e. into the sewer).

Structural Source Control BMPs

Exhibit B, Operations and Maintenance Plan
BMP
BMP Name and BMP Implementation,
Implementation,
Person or Entity
Applicable?
Maintenance and Inspection Procedures
Maintenance, and
with Operation &
Yes/No
Inspection Frequency
Maintenance
and Schedule
Responsibility
Yes
S1. Provide Storm Drain System Stenciling and Signage
Annually
Owner
All catch basins/inlets/outlets/parkway drains on site must be marked using the City's "No Dumping - Drains to Ocean" curb marker or stenciled using an approved stencil to paint this message on the top of curb directly above the inlet, and on one side of the curb face. Labeling for catch basins & parkway drains is to be inspected regularly and maintained so as to be reasonably legible at all times. The inspection and maintenance is to be performed by the Owner. This stencil is to alert the public/employees to the destination of pollutants discharged into the storm water.

No
S2. Design Outdoor Hazardous Material Storage Areas to Reduce Pollutant Introduction Yes
S3. Design Trash Enclosures to Reduce Pollutant Introduction Ongoing
Owner
The owner shall post signs on trash enclosure gates that state "Keep Dumpster Lids Closed." The Owner will monitor dumpster usage such that dumpsters are not overfilled and the dumpster lids can close completely. The Owner shall increase the trash pickup schedule as necessary to prevent dumpsters from overfilling. The Owner will observe and damage to the trash enclosure wall and any discharge from the trash storage area.

Yes
S4. Use Efficient Irrigation Systems and Landscape Design Monthly
Owner
All irrigation systems will be inspected to ensure that the systems are functioning properly and that the programmable timers are set correctly.

See CASQA Stormwater Handbook BMP Fact Sheet SD-12 for additional information S4. Use Efficient Irrigation Systems and Landscape Design implementation/maintenance activities.

No
S5. Protect Slopes and Channels

Exhibit B, Operations and Maintenance Plan
BMP
BMP Name and BMP Implementation,
Implementation,
Person or Entity
Applicable?
Maintenance and Inspection Procedures
Maintenance, and
with Operation &
Yes/No
Inspection Frequency
Maintenance
and Schedule
Responsibility
No
S6. LoadingDock Areas
No
ST Maintenance Bays and Docks
Yes
S8. Vehicle Wash Areas
Visual Inspection for trash, debris, and pet waste accumulation and proper dispose of any trash, debris, and pet waste. Vehicle wash out of pet fecal matter, urine or animal fluids shall only be undertaken in areas with sewer drain. Washout of pet fecal material, urine and animal fluids shall not be made where water flows to public storm drain line. Contaminated accumulated water must be disposed of in accordance with applicable laws and cannot be discharged directly to the storm drain or sanitary sewer system without the appropriate permit.

No
S9.Outdoor Processing Areas
No
S10. Equipment Wash Areas
No
S11. Fueling Areas
No
S12. Site Design and Landscape Planning
No
S13. Wash Water Controls for Food Preparation Areas
No
S14. Community Car Wash Racks
Yes
Modular Wetland Systems
Per maintenance
Owner
Visual Inspection for trash and debris accumulation and dispose of any trash and debris manual provided.
accumulation. Inspect for standing water, and vegetation condition per the specifications included in the manual. In addition to the items listed above, refer to the following pages for Bioretention Operations and Maintenance General Requirements.

Exhibit B, Operations and Maintenance Plan
Attachments
Required Permits
This section must list any permits required for the implementation, operation, and maintenance of the BMPs. Possible examples are:

Permits for connection to sanitary sewer
Permits from California Department of Fish and Game
Encroachment permits
If no permits are required, a statement to that effect should be made.

Forms to Record BMP Implementation, Maintenance, and Inspection The form that will be used to record implementation, maintenance, and inspection of BMPs is attached.

Recordkeeping
All records must be maintained for at least five (5) years and must be made available for review upon request.

RECORD OF BMP IMPLEMENTATION, MAINTENANCE, AND INSPECTION Today's Date:

Name of Person Performing Activity
(Printed):

Signature:

BMP Name Brief Description of Implementation, Maintenance, and (As Shown in 0&M Plan) Inspection Activitv Performed

Maintenance Procedures
Screening Device

WETLANDS

1. Remove grate or manhole cover to gain access to the screening device in the Pre - Treatment Chamber. Vault type units do not have screening device. Maintenance can be performed without entry.

2. Remove all pollutants collected by the screening device. Removal can be done manually or with the use of a vacuum truck. The hose of the vacuum truck will not damage the screening device.

3. Screening device can easily be removed from the Pre -Treatment Chamber to gain access to separation chamber and media filters below. Replace grate or manhole cover when completed.

Separation Chamber

1. Perform maintenance procedures of screening device listed above before maintaining the separation chamber.

2. With a pressure washer spray down pollutants accumulated on walls and cartridge filters.

3. Vacuum out Separation Chamber and remove all accumulated pollutants. Replace screening device, grate or manhole cover when completed.

Cartridge Filters

1. Perform maintenance procedures on screening device and separation chamber before maintaining cartridge filters.

2. Enter separation chamber.

3. Unscrew the two bolts holding the lid on each cartridge filter and remove lid.

4. Remove each of 4 to 8 media cages holding the media in place.

5. Spray down the cartridge filter to remove any accumulated pollutants.

6. Vacuum out old media and accumulated pollutants.

7. Reinstall media cages and fill with new media from manufacturer or outside supplier. Manufacturer will provide specification of media and sources to purchase.

8. Replace the lid and tighten down bolts. Replace screening device, grate or manhole cover when completed.

Drain Down Filter

1. Remove hatch or manhole cover over discharge chamber and enter chamber.

2. Unlock and lift drain down filter housing and remove old media block. Replace with new media block. Lower drain down filter housing and lock into place.

3. Exit chamber and replace hatch or manhole cover.
www.modularwetiands.com

11��

WETLANDS
Maintenance Notes
Following maintenance and/or inspection, it is recommended the maintenance operator prepare a maintenance/inspection record. The record should include any maintenance activities performed, amount and description of debris collected, and condition of the system and its various filter mechanisms.

2. The owner should keep maintenance/inspection record(s) for a minimum of five years from the date of maintenance. These records should be made available to the governing municipality for inspection upon request at any time.

3. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements.

4. Entry into chambers may require confined space training based on state and local regulations.

5. No fertilizer shall be used in the Biofiltration Chamber.

6. Irrigation should be provided as recommended by manufacturer and/or landscape architect. Amount of irrigation required is dependent on plant species. Some plants may require irrigation.
www.modularwetlands.com

Maintenance Procedure Illustration
Screening Device
The screening device is located directly
under the manhole or grate over the
Pre -Treatment Chamber. It's mounted
directly underneath for easy access
and cleaning. Device can be cleaned by
hand or with a vacuum truck.

Separation Chamber
The separation chamber is located
directly beneath the screening device.

It can be quickly cleaned using a
vacuum truck or by hand. A pressure
washer is useful to assist in the
cleaning process.
www.modularwetlands.com

WETLANDS

Cartridge Filters
1��

WETLANDS
The cartridge filters are located in the
Pre -Treatment chamber connected to
the wall adjacent to the biofiltration
chamber. The cartridges have
removable tops to access the
individual media filters. Once the
cartridge is open media can be
easily removed and replaced by hand
or a vacuum truck.

Drain Down Filter
The drain down filter is located in the
Discharge Chamber. The drain filter
unlocks from the wall mount and hinges
up. Remove filter block and replace with
new block.
www.modularwetlands.com

Trim Vegetation
1��

WETLANDS
Vegetation should be maintained in the
same manner as surrounding vegetation
and trimmed as needed. No fertilizer shall
be used on the plants. Irrigation
per the recommendation of the
manufacturer and or landscape
architect. Different types of vegetation
requires different amounts of
irrigation.
www.modularwetlands.com

M D D U L A R

WETLANDS
Inspection Form
Modular Wetland System, Inc.

P. 760.433-7640
F. 760-433-3176
E. [email protected]
www.modularwetlands.com

8140 CLEAN' Inspection Report
I-
E14VPRONMENTAL SEAVFrES, W4_ Modular Wetlands System

WETLANDS
Project Name
Project Address
(city) (Zip Code)
Owner / Management Company
For Office Use Only
(Date)
Office personnel to complete section to
Contact Phone ( ) — the left.

Inspector Name Date / / Time AM/PM
Type of Inspection ❑ Routine ❑ Follow Up ❑ Complaint ❑ Storm Storm Event in Last 72-hours? ❑ No ❑ Yes Weather Condition Additional Notes
Inspection Checklist
Modular Wetland System Type (Curb, Grate or UG Vault): Size (22', 14' or etc.):

Structural Integrity:

Yes
No
Comments
Damage to pre-treatment access cover (manhole cover/grate) or cannot be opened using normal lifting pressure?
Damage to discharge chamber access cover (manhole cover/grate) or cannot be opened using normal lifting pressure?
Does the MWS unit show signs of structural deterioration (cracks in the wall, damage to frame)? Is the inlet/outlet pipe or drain down pipe damaged or otherwise not functioning properly? Working Condition:

Is there evidence of illicit discharge or excessive oil, grease, or other automobile fluids entering and clogging th unit?
Is there standing water in inappropriate areas after a dry period? Is the filter insert (if applicable) at capacity and/or is there an accumulation of debris/trash on the shelf system? Does the depth of sediment/trash/debris suggest a blockage of the inflow pipe, bypass or cartridge filter? If yes specify which one in the comments section. Note depth of accumulation in in pre-treatment chamber.

Depth
Does the cartridge filter media need replacement in pre-treatment chamber and/or discharge chamber? Chamber:

Any signs of improper functioning in the discharge chamber? Note issues in comments section.

Other Inspection Items:

Is there an accumulation of sediment/trash/debris in the wetland media (if applicable)? Is it evident that the plants are alive and healthy (if applicable)? Please note Plant Information below.

Is there a septic or foul odor coming from inside the system? Waste:

Sediment / Silt / Clay
Trash / Bags / Bottles
Green Waste / Leaves / Foliage
Additional Notes:

Yes I No
Recommended Maintenance
No Cleaning Needed
Schedule Maintenance as Planned
Needs Immediate Maintenance
Plant Information
to Plants
Plant Trimming
2972 San Luis Rey Road, Oceanside, CA 92058 P (760) 433-7640 F (760) 433-3176

Mw
Maintenance Report
Modular Wetland System, Inc.

P. 760.433-7640
F. 760-433-3176
E. [email protected]
www.modularwetlands.com
1��

WETLANDS

16 CLE
E NYiRDHMEAl TAL SEHVI CES. MC.

Project Name
Project Address
Owner / Management Company
Contact
Inspector Name
Type of Inspection ❑ Routine ❑ Follow Up ❑ Complaint
Weather Condition
Cleaning and Maintenance Report
Modular Wetlands System
Phone ( )
Date /
❑ Storm
Additional Notes
(city) (Zip Code)
OL'Ah
For Office Use Only
By)
Office personnel to complete section to
the left.
/ Time AM / PM
Storm Event in Last 72-hours? ❑ No ❑ Yes
Site
Map #
GPS Coordinates
of Insert
Manufacturer /
Description / Sizing
Trash
Accumulation
Foliage
Accumulation
Sediment
Accumulation
Total Debris
Accumulation
Condition of Media
25/50/75/100
(will be changed
@ 75%)
Operational Per
Manufactures'
Specifications
(If not, why?)
Lat:

M W S
Catch Basins
Long:

MWS
Sedimentation
Basin
Media Filter
Condition
Plant Condition
Drain Down Media
Condition
Discharge Chamber
Condition
Drain Down Pipe
Condition
Inlet and Outlet
Pipe Condition
Comments:
2972 San Luis Rey Road, Oceanside, CA 92058 P. 760.433.7640 F. 760.433.3176

APPENDIX E

NOISE MODELING DATA

FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name:

Project Number
Scenario:

Ldn/CNEL:
1400 Bristol Street
94698012
Existing
CNEL
Assumed 24-Hour Traffic Distribution:

Day
Evening
Night
Total ADT Volumes

77.70%

12.70%

9.60%
Medium -Duty Trucks

87.43%

5.05%

7.52%
Heavy -Duty Trucks

89.10%

2.84%

8.06%
Vehicle Mix
Distance
from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to
Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Drive
6 10
24,500
45 0.5

2.0%

1.0%

65.9 -
114
246
531
2 Irvine Avenue
S/O Bristol Street South
4 14
21,300
50 0.5

2.0%

1.0%

66.1 55
119
256
552
3 Campus Drive
N/O Bristol Street North
6 16
21,000
45 0.5

2.0%

1.0%

65.3 -
104
225
485
4 Campus Drive
E/O Von Karman Ave
4 4
8,900
45 0.5

2.0%

1.0%

61.2 -
56 120
258
5 MacArthur Boulevard
S/O Birch Street
6 4
13,800
55 0.5

2.0%

1.0%

65.4 -
106
229
493
6 Jamboree Road
N/O Eastbluff/University Drive
6 14
50,700
55 0.5

2.0%

1.0%

71.2 120
258
556
1,198
7 University Drive
E/O Jamboree Road
4 16
13,700
50 0.5

2.0%

1.0%

64.2 -
89 192
413
8 Birch Street
S/O Orchard
4 12
6,500
45 0.5

2.0%

1.0%

59.9 -
-
98 211
9 Jamboree Road
N/O Bison Avenue
6 20
43,500
55 0.5

2.0%

1.0%

70.6 110
236
509
1,096
10 Bristol Street North
E/O Birch Street
3 0
20,200
45 0.5

2.0%

1.0%

64.7 44
95 204
440
Distance is from the centerline of the roadway segment to the receptor location. "-" = contour is located within the roadway right-of-way.

Page 1 ends

FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name:

Project Number:

Scenario:

Ldn/CNEL:
1400 Bristol Street
94698012
Existing Plus Project
CNEL
Assumed 24-Hour Traffic Distribution:

Day
Evening
Night
Total ADT Volumes

77.70%

12.70%

9.60%
Medium -Duty Trucks

87.43%

5.05%

7.52%
Heavy -Duty Trucks

89.10%

2.84%

8.06%
Vehicle
Mix
Distance from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Drive
6 10
24,500
45 0.5

2.0%

1.0%

65.9 -
114
246
531
2 Irvine Avenue
S/O Bristol Street South
4 14
21,300
50 0.5

2.0%

1.0%

66.1 55
119
256
552
3 Campus Drive
N/O Bristol Street North
6 16
21,000
45 0.5

2.0%

1.0%

65.3 -
104
225
485
4 Campus Drive
E/O Von Karman Ave
4 4
8,900
45 0.5

2.0%

1.0%

61.2 -
56 120
258
5 MacArthur Bouleva S/O Birch Street
6 4
13,900
55 0.5

2.0%

1.0%

65.4 -
107
230
496
6 Jamboree Road
N/O Eastbluff/University Drive
6 14
50,700
55 0.5

2.0%

1.0%

71.2 120
258
556
1,198
7 University Drive
E/O Jamboree Road
4 16
13,700
50 0.5

2.0%

1.0%

64.2 -
89 192
413
8 Birch Street
S/O Orchard
4 12
6,500
45 0.5

2.0%

1.0%

59.9 -
-
98 211
9 Jamboree Road
N/O Bison Avenue
6 20
43,500
55 0.5

2.0%

1.0%

70.6 110
236
509
1,096
10 Bristol Street North E/O Birch Street
3 0
20,500
45 0.5

2.0%

1.0%

64.7 44
96 206
445
Distance is from the centerline of the roadway segment to the receptor location. "-" = contour is located within the roadway right-of-way.

Page 2 ends

FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name:

Project Number:

Scenario:

Ldn/CNEL:
1400 Bristol Street
94698012
Opening Year
CNEL
Assumed 24-Hour Traffic Distribution:

Day
Evening
Night
Total ADT Volumes

77.70%

12.70%

9.60%
Medium -Duty Trucks

87.43%

5.05%

7.52%
Heavy -Duty Trucks

89.10%

2.84%

8.06%
Vehicle
Mix
Distance from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Drive
6 10
26,000
45 0.5

2.0%

1.0%

66.1 -
119
256
552
2 Irvine Avenue
S/O Bristol Street South
4 14
22,700
50 0.5

2.0%

1.0%

66.4 58
124
268
576
3 Campus Drive
N/O Bristol Street North
6 16
21,200
45 0.5

2.0%

1.0%

65.3 -
105
227
488
4 Campus Drive
E/O Von Karman Ave
4 4
9,000
45 0.5

2.0%

1.0%

61.2 -
56 121
260
5 MacArthur Bouleva S/O Birch Street
6 4
15,100
55 0.5

2.0%

1.0%

65.8 -
113
243
524
6 Jamboree Road
N/O Eastbluff/University Drive
6 14
55,000
55 0.5

2.0%

1.0%

71.5 126
272
587
1,265
7 University Drive
E/O Jamboree Road
4 16
13,800
50 0.5

2.0%

1.0%

64.3 -
89 193
415
8 Birch Street
S/O Orchard
4 12
6,600
45 0.5

2.0%

1.0%

59.9 -
-
99 214
9 Jamboree Road
N/O Bison Avenue
6 20
47,500
55 0.5

2.0%

1.0%

71.0 116
250
540
1,163
10 Bristol Street North E/O Birch Street
3 0
20,600
45 0.5

2.0%

1.0%

64.7 45
96 207
446
Distance is from the centerline of the roadway segment to the receptor location. "-" = contour is located within the roadway right-of-way.

Page 3 ends

FHWA Highway Noise Prediction Model (FHWA-RD-77-108) with California Vehicle Noise (CALVENO) Emission Levels Project Name: 1400 Bristol Street
Project Number: 94698012
Scenario: Opening Year Plus Project
Ldn/CNEL: CNEL
Assumed 24-Hour Traffic Distribution:

Day
Evening
Night
Total ADT Volumes

77.70%

12.70%

9.60%
Medium -Duty Trucks

87.43%

5.05%

7.52%
Heavy -Duty Trucks

89.10%

2.84%

8.06%
Vehicle
Mix
Distance
from Centerline
of Roadway
Median
ADT
Speed
Alpha
Medium
Heavy
CNEL at
Distance to
Contour
# Roadway
Segment
Lanes
Width
Volume
(mph)
Factor
Trucks
Trucks
100 Feet
70 CNEL
65 CNEL
60 CNEL
55 CNEL
1 Irvine Avenue
S/O Mesa Drive
6 10
26,000
45 0.5

2.0%

1.0%

66.1 -
119
256
552
2 Irvine Avenue
S/O Bristol Street South
4 14
22,700
50 0.5

2.0%

1.0%

66.4 58
124
268
576
3 Campus Drive
N/O Bristol Street North
6 16
21,200
45 0.5

2.0%

1.0%

65.3 -
105
227
488
4 Campus Drive
E/O Von Karman Ave
4 4
9,000
45 0.5

2.0%

1.0%

61.2 -
56 121
260
5 MacArthur Bouleva S/O Birch Street
6 4
15,200
55 0.5

2.0%

1.0%

65.8 -
113
244
526
6 Jamboree Road
N/O Eastbluff/University Drive
6 14
55,000
55 0.5

2.0%

1.0%

71.5 126
272
587
1,265
7 University Drive
E/O Jamboree Road
4 16
13,800
50 0.5

2.0%

1.0%

64.3 -
89 193
415
8 Birch Street
S/O Orchard
4 12
6,600
45 0.5

2.0%

1.0%

59.9 -
-
99 214
9 Jamboree Road
N/O Bison Avenue
6 20
47,500
55 0.5

2.0%

1.0%

71.0 116
250
540
1,163
10 Bristol Street North E/O Birch Street
3 0
20,900
45 0.5

2.0%

1.0%

64.8 45
97 209
450
Distance is from the centerline of the roadway segment to the receptor location. "-" = contour is located within the roadway right-of-way.

Page 4 ends

Project: 1400 Bristol Street
Construction Noise Impact on Sensitive Receptors
Parameters
Construction Hours: Daytime hours (7 am to 7 pm) 8
Evening hours (7 pm to 10 pm) 0
Nighttime hours (10 pm to 7 am) 0
Leq to L10 factor 3
Receptor (Land Use)
1 Residential
2 Office
Distance
(feet) Shielding Direction
300 0 SE
250 0 NE
RECEPTOR 1 I RECEPTOR 2
Reference
Acoustical
Noise Level at
Noise Level
Noise Level
Noise Level
Noise Level
No. of
Usage
50ft per Unit,
at Receptor
at Receptor
at Receptor
at Receptor
Construction Phase
Equipment Type
Equip.

Factor
Lmax
1, Lmax
1, Leq
2, Lmax
2, Leq
Demolition
Concrete Saw
1 20%
90 74.0

67.0 75.6

68.6 (rubber tire dozer)
Dozer
1 40%
82 66.1

62.2 67.7

63.7 (tractors/loaders/backhoes)
Tractor
3 40%
84 73.2

69.2 74.8

70.8 Combined LEQ

71.8 73.4
Site Preparation
Grader
1 40%
85 69.4

65.5 71.0

67.0 (tractors/loaders/backhoes)
Tractor
1 40%
84 68.4

64.5 70.0

66.0 Scraper
1 40%
84 68.0

64.1 69.6

65.6 Combined LEQ

69.5 71.1
Grading
Grader
1 40%
85 69.4

65.5 71.0

67.0 (rubber tire dozer)
Dozer
1 40%
82 66.1

62.2 67.7

63.7 (tractors/loaders/backhoes)
Tractor
2 40%
84 71.4

67.5 73.0

69.1 Combined LEQ

70.3 71.9
Building Construction
Crane
1 16%
81 65.0

57.1 66.6

58.7 (Forklift)
All Other Equipment > 5 HP
2 50%
85 72.4

69.4 74.0

71.0 Generator
1 50%
81 65.0

62.0 66.6

63.6 (tractors/loaders/backhoes)
Tractor
1 40%
84 68.4

64.5 70.0

66.0 Welder/Torch
3 40%
74 63.2

59.2 64.8

60.8 Combined LEQ

71.6 73.2
Paving
(cement and mortar mixers)
Concrete Mixer Truck
1 40%
79 63.2

59.3 64.8

60.8 Paver
1 50%
77 61.6

58.6 63.2

60.2 (paving equipment)
Pavement Scarafier
1 20%
90 73.9

66.9 75.5

68.5 Roller
2 20%
80 67.4

60.5 69.0

62.0 Tractor
1 40%
84 68.4

64.5 70.0

66.0 Combined LEQ

70.2 71.8
Architectural Coating
Compressor (air)
1 40%
78 62.1

58.2 63.7

59.7 Combined LEQ

58.2 59.7
Overlapping Phases
Overlapping Phases
Demolition & Site Preparation

73.8 74.5
Overlapping Phases
Paving & Architectural Coating

70.2 75.6
Building Construction & Architectural
Overlapping Phases
Coating

71.6 75.6
Maximum Noise Level

73.8 75.6
Source for Ref. Noise Levels: RCNM, 2005

Project: 1400 Bristol Offsite Improvements
Construction Noise Impact on Sensitive Receptors
Parameters
Construction Hours: Daytime hours (7 am to 7 pm) 8
Evening hours (7 pm to 10 pm) 0
Nighttime hours (10 pm to 7 am) 0
Leq to L10 factor 3
Distance
Receptor (Land Use)
(feet)
Shielding Direction
1 Commercial/Office
55 0 SE

RECEPTOR
1 Reference
Noise
Noise
Acoustica Noise Level
Level at
Level at
No. of
I Usage at 50ft per
Receptor 1, Receptor 1,
Construction Phase Equipment Type
Equip.

Factor Unit, Lmax
Lmax
Leq
Off -Site Sewer Improvements
(trencher) Slurry Trenching Machine
1 50% 80

79.6 76.6
Excavator
1 40% 81

79.9 75.9
Combined LEQ

79.3 Source for Ref. Noise Levels: RCNM, 2005

APPENDIX F

TRAFFIC IMPACT ASSESSMENT

Traffic Engineering • Transportation Planning • Parking • Noise & Vibration Air Quality 9 Global Climate Change 9 Health Risk Assessment

prepared by
Bryan Crawford
Giancarlo Ganddini, PE, PTP
GANDDINI GROUP, INC.
555 Parkcenter Drive, Suite 225
Santa Ana, California 92705
(714) 795-3100 1 ganddini.com
1400 BRISTOL STREET

NORTH RESIDENCES

TRAFFIC I M PACT ANALYSIS
City of Newport Beach
June 28, 2023
Project No. 19604

TABLE OF CONTENTS
EXECUTIVE SUMMARY................................................................................................................................................ IV

1. INTRODUCTION....................................................................................................................................................1 Project Description
Study Area ..............

Analysis Scenarios.

2. METHODOLOGY...................................................................................................................................................5 Traffic Phasing Ordinance Analytical Methodology (Non-CEQA).................................................................. 5 Intersection Capacity Utilization Methodology....................................................................................... 5 PerformanceStandards............................................................................................................................... 5 Substantial Operational Deficiency Criteria............................................................................................. 6 Cumulative and General Plan Analytical Methodology(CEQA)...................................................................... 6 Thresholds of Significance for General Plan EIR Addendum................................................................ 6 Vehicle Miles Traveled Analytical Methodology (CEQA)................................................................................. 6

3. EXISTING CONDITIONS......................................................................................................................................7 ExistingRoadway System....................................................................................................................................... 7 PedestrianFacilities.................................................................................................................................................7 BicycleRoutes..........................................................................................................................................................7 TransitFacilities....................................................................................................................................................... 7 GeneralPlan Context..............................................................................................................................................7 ExistingTraffic Volumes......................................................................................................................................... 7 Existing Intersection Level of Service..................................................................................................................8

4. PROJECT FORECASTS.......................................................................................................................................17 ProjectTrip Generation........................................................................................................................................17 Project Trip Distribution and Assignment.........................................................................................................17

5. FUTURE VOLUME FORECASTS......................................................................................................................25 City of Newport Beach Approved Projects......................................................................................................25 AmbientGrowth....................................................................................................................................................25 TPO Year 2027 Volume Forecasts.....................................................................................................................25

6. TPO ANALYSIS.....................................................................................................................................................30 TPO Year 2027 One -Percent Threshold Analysis...........................................................................................30 TPOImpact Assessment......................................................................................................................................30

7. CEQA ANALYSIS..................................................................................................................................................33 CumulativeProjects..............................................................................................................................................33 CEQA Year 2027 Without Project Volume Forecasts....................................................................................33 CEQA Year 2027 With Project Volume Forecasts..........................................................................................33 CEQA Year 2027 Impact Assessment...............................................................................................................33

8. GENERAL PLAN COMPARISON ANALYSIS.................................................................................................44 General Plan Comparison Methodology...........................................................................................................44 General Plan Comparison Trip Generation and Trip Distribution.................................................................44 Post 2030 General Plan Buildout Without Project Volume Forecasts........................................................44 Post 2030 General Plan Buildout With Project Volume Forecasts..............................................................44 General Plan Comparison Impact Assessment.................................................................................................44 931dii 1400 Bristol Street North Residences
Traffic Impact Analysis
i 19604

9. CONGESTION MANAGEMENT PROGRAM....

Background................................................................

CMP-Monitored Intersections ...............................

Requirements for Improvements ...........................

Criteria for Preparation of CM Impact Analysis
52 52
52 52
52 10. SITE ACCESS AND CIRCULATION..................................................................................................................53 SiteAccess..............................................................................................................................................................53 On -Site Circulation................................................................................................................................................53

11. VEHICLE MILES TRAVELED (VMT).................................................................................................................54 Background .....................................

VMT Assessment and Screening
54 54

12. CONCLUSIONS....................................................................................................................................................55 ProjectTrip Generation........................................................................................................................................55 TPOImpact Analysis.............................................................................................................................................55 CEQA Year 2027 Impact Analysis......................................................................................................................55 CEQA General Plan Comparison Impact Analysis...........................................................................................55 VMTScreening......................................................................................................................................................55 Congestion Management Program.....................................................................................................................55 SiteAccess and Circulation..................................................................................................................................55

APPENDICES
Appendix A Glossary
Appendix B Volume Count Worksheets
Appendix C Level of Service Worksheets
Appendix D Approved Projects List and Cumulative Projects Appendix E TPO One -Percent Threshold Analysis
Appendix F Existing VMT Per Population Map

LIST OF TABLES
Table 1.

Existing (2022) Intersection Levels of Service........................................................................................ 9 Table2.

Project Trip Generation.............................................................................................................................18 Table 3.

TPO One -Percent Threshold Analysis Summary..................................................................................31 Table 4.

TPO Year 2027 Intersection Levels of Service and Impact Assessment..........................................32 Table 5.

Cumulative Projects Trip Generation......................................................................................................34 Table 6.

CEQA Year 2027 Intersection Levels of Service and Impact Assessment......................................36 Table 7.

General Plan Comparison Trip Generation............................................................................................46 Table 8.

General Plan Comparison: Post 2030 General Plan Buildout Intersection Levels of Service and Impact Assessment...............................................................................................................47

LIST OF FIGURES
Figure1.

Project Location Map...................................................................................................................................3 Figure2.

Site Plan..........................................................................................................................................................4 Figure 3.

Existing Lane Geometry and Intersection Traffic Controls.................................................................10 Figure 4.

Existing Pedestrian Facilities.....................................................................................................................11 Figure 5.

Orange County Transportation Authority System Map......................................................................12 Figure 6.

City of Newport Beach General Plan Master Plan of Streets and Highways..................................13 93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
ii 19604

Figure 7.

City of Newport Beach General Plan Roadway Cross-Sections........................................................14 Figure 8.

Existing AM Peak Hour Intersection Turning Movement Volumes...................................................15 Figure 9.

Existing PM Peak Hour Intersection Turning Movement Volumes...................................................16 Figure 10.

Project Outbound Trip Distribution - Existing General Office Building...........................................19 Figure 11.

Project Inbound Trip Distribution - Existing General Office Building..............................................20 Figure 12.

Project Outbound Trip Distribution - Proposed Residential..............................................................21 Figure 13.

Project Inbound Trip Distribution - Proposed Residential.................................................................22 Figure 14.

Project (Net) AM Peak Hour Intersection Turning Movement Volumes..........................................23 Figure 15.

Project (Net) PM Peak Hour Intersection Turning Movement Volumes..........................................24 Figure 16.

TPO Year 2027 Without Project AM Peak Hour Intersection Turning Movement Volumes.......................................................................................................................................................26 Figure 17.

TPO Year 2027 Without Project PM Peak Hour Intersection Turning Movement Volumes.......................................................................................................................................................27 Figure 18.

TPO Year 2027 With Project AM Peak Hour Intersection Turning Movement Volumes ............28 Figure 19.

TPO Year 2027 With Project PM Peak Hour Intersection Turning Movement Volumes.............29 Figure 20.

Cumulative Projects Location Map.........................................................................................................37 Figure 21.

Cumulative Projects AM Peak Hour Intersection Turning Movement Volumes .............................38 Figure 22.

Cumulative Projects PM Peak Hour Intersection Turning Movement Volumes .............................39 Figure 23.

CEQA Year 2027 Without Project AM Peak Hour Intersection Turning Movement Volumes.......................................................................................................................................................40 Figure 24.

CEQA Year 2027 Without Project PM Peak Hour Intersection Turning Movement Volumes.......................................................................................................................................................41 Figure 25.

CEQA Year 2027 With Project AM Peak Hour Intersection Turning Movement Volumes.......................................................................................................................................................42 Figure 26.

CEQA Year 2027 With Project PM Peak Hour Intersection Turning Movement Volumes .......... 43
Figure 27.

Post 2030 General Plan Buildout Without Project AM Peak Hour Intersection Turning MovementVolumes...................................................................................................................................48 Figure 28.

Post 2030 General Plan Buildout Without Project PM Peak Hour Intersection Turning MovementVolumes...................................................................................................................................49 Figure 29.

Post 2030 General Plan Buildout With Project AM Peak Hour Intersection Turning MovementVolumes...................................................................................................................................50 Figure 30.

Post 2030 General Plan Buildout With Project PM Peak Hour Intersection Turning MovementVolumes...................................................................................................................................51 q3rdipi 1400 Bristol Street North Residences
Traffic Impact Analysis
iii 19604

EXECUTIVE SUMMARY
The purpose of this study is to evaluate the potential for transportation impacts resulting from development of the proposed project both in the context of the City of Newport Beach's discretionary authority for conformance with locally established operational standards and the California Environmental Quality Act (CEQA). Although this is a technical report, effort has been made to write the report clearly and concisely. A glossary is provided in Appendix A to assist the reader with terms related to transportation engineering.

This study was prepared in consultation with City of Newport Beach staff and in accordance with the procedures and methodologies for assessing transportation impacts established by the City of Newport Beach.

To assess the project's conformance with local operational standards, this study evaluates the project's effect on traffic operations in accordance with the City's Traffic Phasing Ordinance (TPO) and, if necessary, identifies recommended improvements or corrective measures to alleviate operational deficiencies substantially caused or worsened by the proposed project. In addition to existing (2022) conditions, this report analyzes forecast traffic conditions for year 2027 (one year after project opening).

For CEQA purposes, this study also evaluates the significance of project -related transportation impacts using cumulative methodology as well as vehicle miles traveled (VMT) analysis relative to criteria established by the City of Newport Beach as the lead agency and, if necessary, identifies any feasible mitigation measures to mitigate any significant impacts. Additionally, analysis was also prepared for Year 2027 cumulative and Post 2030 General Plan Buildout conditions in support of the project's proposed addendum to the 2006 General Plan Environmental Impact Report (EIR).

Project Description
The 2.38-acre project site is addressed at 1400 and 1420 Bristol Street North, located at the northwest corner of Bristol Street North and Spruce Street, in the City of Newport Beach, California. The project site is currently developed with existing office buildings totaling 38,764 square feet.

The proposed project involves demolition of the existing office buildings and construction of a new six -story podium apartment building comprised of 230 residential dwelling units (207 market rate and 23 affordable units), podium level amenity space, a business center/leasing office, and 422 parking spaces in an on -grade parking garage with two subterranean levels. Vehicular access is proposed to be maintained at Spruce Street with the existing project driveway on Bristol Street North relocated approximately 65 feet to the northwest.

The proposed project is anticipated to be fully operational by year 2026.

Existing Conditions
The study intersections currently operate at Levels of Service D or better during the peak hours for Existing (2022) conditions.

Project Trip Generation
The existing project site land use is estimated to generate approximately 420 daily trips, including 59 trips during the AM peak hour and 56 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,044 daily trips, including 85 trips during the AM peak hour and 90 trips during the PM peak hour. Therefore, the proposed project is forecast to result in a net increase of approximately 624 net new daily trips, including 26 net new trips during the AM peak hour and 34 net new trips during the PM peak hour.
93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
iv 19604

TPO Impact Analysis
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2027 With Project conditions and no improvements are required.

CEQA Impact Analysis
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for CEQA Year 2027 With Project conditions and no new mitigation measures are required.

CEQA General Plan Comparison Impact Analysis
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for Post 2030 General Plan Buildout With Project conditions and no new mitigation measures are required.

VMT Screening
The proposed project is located in a City defined low-VMT area for residential use (lower than 85 percent of Countywide average VMT per capita). Per the City VMT guidelines and screening criteria, the project is considered to have a less than significant impact on VMT.

Congestion Management Program (CMP)
Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis.

Site Access and Circulation
Vehicular access is proposed to be maintained at Spruce Street with the existing project driveway on Bristol Street North relocated approximately 65 feet to the northwest. Since Bristol Street North is a one-way street, the relocated project driveway at Bristol Street North will continue to provide right turn in/out only access.

The project driveway at Spruce Street will continue to provide full access. Based on review of the adjacent development and lane configurations along Bristol Street North and Spruce Street, the existing lane configurations are anticipated to provide adequate circulation. The final parking and circulation will be reviewed and approved by the City of Newport Beach.
93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
v 19604

1. INTRODUCTION
This section describes the project location, project description, study area, and analysis scenarios.

PROJECT DESCRIPTION
The 2.38-acre project site is addressed at 1400 and 1420 Bristol Street North, located at the northwest corner of Bristol Street North and Spruce Street, in the City of Newport Beach, California. The project site is currently developed with existing office buildings totaling 38,764 square feet. Figure 1 shows the project location map.

The proposed project is anticipated to be fully operational by year 2026. Figure 2 illustrates the project site plan.

STUDY AREA
Based on scoping discussions with City of Newport Beach staff, the study area consists of the following study intersections within the City of Newport Beach, three of which share jurisdiction with the City of Irvine:

Study Intersections'
Jurisdiction

1. Campus Drive (NS) at Bristol Street North (EW)
Newport Beach

2. Irvine Avenue/Campus Drive (NS) at Bristol Street South (EW) Newport Beach

3. Birch Street (NS) at Bristol Street North (EW)
Newport Beach

4. Birch Street (NS) at Bristol Street South (EW)
Newport Beach

5. MacArthur Boulevard (NS) at Campus Drive (EW)
Newport Beach/Irvine

6. MacArthur Boulevard (NS) at Birch Street (EW)
Newport Beach

7. MacArthur Boulevard (NS) at Newport Place Dr/Von Karman Avenue (EW) Newport Beach

8. MacArthur Boulevard (NS) at Jamboree Road (EW)
Newport Beach/Irvine

9. MacArthur Boulevard (NS) at Bison Avenue (EW)
Newport Beach

10. Jamboree Road (NS) at Campus Drive (EW)
Newport Beach/Irvine

11. Jamboree Road (NS) at Bristol Street North (EW)
Newport Beach

12. Jamboree Road (NS) at Bristol Street South (EW)
Newport Beach

13. Jamboree Road (NS) at Eastbluff Drive/University Drive (EW) Newport Beach

ANALYSIS SCENARIOS
In accordance with the City of Newport Beach Traffic Phasing Ordinance (TPO), this traffic report evaluates the following analysis scenarios based on one year after the anticipated project opening year:
a) Existing (2022) Conditions;
b) TPO Year 2027 Without Project; and
c) TPO Year 2027 With Project
1 (NIS) = North -South roadway; (EW) = East-West roadway 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Additionally, this study also evaluates the following analysis scenarios in support of the project's proposed cumulative CEQA analysis:
d) CEQA Year 2027 Without Project;
e) CEQA Year 2027 With Project;
Lastly, this study evaluates the following analysis scenarios in support of the project's proposed addendum to the 2006 General Plan Environmental Impact Report (EIR):
f) General Plan Comparison: Post 2030 General Plan Buildout Without Project; and g) General Plan Comparison: Post 2030 General Plan Buildout With Project. q3rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Lech
0 Study Intersection
g3ldil
Figure 1
Project Location Map
1400 Bristol Street North Residences
Traffic Impact Analysis
19604

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TYPICAL
Figure 2
Site Plan
1400 Bristol Street North Residences
Traffic Impact Analysis
19604

2. METHODOLOGY
This section discusses the analysis methodologies used to assess transportation facility performance as adopted by the respective jurisdictional agencies.

TRAFFIC PHASING ORDINANCE ANALYTICAL METHODOLOGY (NON-CEQA) To establish consistency with the City of Newport Beach General Plan and other City requirements, all proposed land use projects generating 300 or more daily trips are required to prepare a Level of Service analysis for transportation impacts consistent with Chapter 15.40 (Traffic Phasing Ordinance) of the City of Newport Beach Municipal Code. The TPO requires assessment of development project impacts on the City's arterial circulation system based on the Intersection Capacity Utilization (ICU) methodology. While operational ICU analysis is required for conformance with the City's TPO requirements, it is noted that a project's effect on automobile delay (as measured by Level of Service) shall not constitute a significant environmental impact in accordance with current CEQA provisions.

Intersection Capacity Utilization Methodology
In accordance with City of Newport Beach requirements, level of service analysis of signalized intersections is based on the ICU methodology. The ICU methodology compares the volume of traffic using the intersection to the capacity of the intersection. The resulting volume -to -capacity (V/C) ratio represents that portion of the hour required to provide sufficient capacity to accommodate all intersection traffic if all approaches operate at capacity. The volume -to -capacity ratio is then correlated to a performance measure known as level of service based on the following thresholds:

Level of Service
Volume/Capacity Ratio
A
s 0.60
B
> 0.60 to 0.70to 0.80to 0.90 to 1.00
Source: Transportation Research Board, Interim Materials on Highway Capacity, Transportation Research Circular No. 212, January 1980.

Level of service is used to qualitatively describe the performance of a roadway facility, ranging from Level of service A (free -flow conditions) to Level of Service F (extreme congestion and system failure).

The ICU and Level of Service calculations for this study were performed using the Traffix software. In accordance with City of Newport Beach TPO requirements, the ICU calculations assume a lane capacity of 1,600 vehicles per hour per lane and no factor for yellow time. The project -related increase in ICU is rounded to three decimal places and then rounded to two decimal places.

Performance Standards
The City of Newport Beach has established Level of Service D as the minimum acceptable Level of Service for its arterial roadway system, except at the following locations where Level of Service E or better is acceptable:
1400 Bristol Street North Residences
Traffic Impact Analysis
5 19604

■ Any intersection in the Airport Area shared with City of Irvine; ■ Dover Drive at Coast Highway;
■ Marguerite Avenue at Coast Highway; and
■ Goldenrod Avenue at Coast Highway.

Substantial Operational Deficiency Criteria
In accordance with the City's TPO, the following criteria are used to determine if a proposed project will result in a substantial Level of Service impact and is required to provide improvements/corrective measures:
■ A substantial project impact is defined to occur if the addition of project -generated trips is forecast to cause/worsen a deficient intersection operation (generally Level of Service E or F) and increase the intersection capacity utilization by one percent or more of capacity (i.e., V/C increases by 0.010 or more).

If a project is forecast to cause or worsen a substantial Level of Service impact, the project must construct or provide funding for improvements, to the extent feasible, such that the project -related increase in capacity utilization does not exceed the City -established criteria.

CUMULATIVE AND GENERAL PLAN ANALYTICAL METHODOLOGY (CEQA) Although Level of Service impacts no longer constitute a significant environmental impact based on current CEQA provisions, a Level of Service analysis and significant impact evaluation were also prepared for Year 2027 cumulative and Post 2030 General Plan Buildout conditions, which did include evaluation of Level of Service impacts based on relevant thresholds of significance at the time of preparation. The purpose of the General Plan Comparison analysis is to document whether any new traffic -related impacts would occur compared to the 2006 General Plan EIR based on the proposed project.

Thresholds of Significance for General Plan EIR Addendum Year 2027 cumulative and Post 2030 General Plan Buildout conditions are analyzed based on the same ICU methodology used for the TPO analysis. Based on the 2006 General Plan EIR, the following criteria are used to determine if the proposed project would result in a significant Level of Service impact requiring new mitigation measures.
■ A significant transportation impact is defined to occur if the addition of project -generated trips is forecast to cause/worsen a deficient intersection operation (generally Level of Service E or F) and increase the intersection capacity utilization by one percent or more of capacity (i.e., V/C increases by 0.010 or more).

VEHICLE MILES TRAVELED ANALYTICAL METHODOLOGY (CEQA)
The metric used to evaluate the transportation impact of land use and transportation projects under CEQA is known as vehicle miles traveled (VMT). In general terms, VMT quantifies the amount and distance of automobile travel attributable to a project or region. Additional information and a detailed project assessment is provided in the Vehicle Miles Traveled section presented later in this report. 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

3. EXISTING CONDITIONS
This section describes the existing transportation setting in the project vicinity.

EXISTING ROADWAY SYSTEM
Figure 3 identifies the lane geometry and intersection traffic controls for existing conditions based on a field survey of the study area. Regional access to the project area is provided by the San Joaquin Hills Corridor (State Route 73) freeway south of the project site running between Bristol Street North and Bristol Street South. The key north -south roadways providing local circulation are Irvine Avenue, Campus Drive, Birch Street, MacArthur Boulevard, and Jamboree Road. The key east -west roadways providing local circulation are Bristol Street North, Bristol Street South, Newport Place Drive, Von Karman Avenue, Bison Avenue, Eastbluff Drive, and University Avenue.

PEDESTRIAN FACILITIES
Existing pedestrian facilities in the project vicinity are shown on Figure 4.

BICYCLE ROUTES
On -street bicycle facilities are provided in the project area along Bristol Street North. Bristol Street North adjacent to the project site has Class II Bike Lane (On -Road Striped) and also is classified as a Class I (Off -Road Paved) Bikeway (sidewalk riding is permitted). Roadways that provide on -street bicycle facilities near the project site include Bristol Street South, Birch Street, and intermittent areas of Jamboree Road and Campus Road.

TRANSIT FACILITIES
Figure 5 shows the existing transit routes available in the project vicinity. As shown on Figure 5, Orange County Transportation Authority Route 57 services Bristol Street North adjacent to the project site. A bus stop is located along Bristol Street North adjacent to the project site at the northwest corner of the Spruce Street and Bristol Street North intersection.

GENERAL PLAN CONTEXT
Figure 6 shows the City of Newport Beach General Plan Master Plan of Streets and Highways roadway classifications map. This figure shows the nature and extent of arterial and collector highways that are needed to adequately serve the ultimate development depicted by the Land Use Element of the General Plan. The City of Newport Beach General Plan roadway cross -sections are depicted on Figure 7.

EXISTING TRAFFIC VOLUMES
Existing peak hour intersection volumes were developed from intersection turning movement counts collected in March/April 2022 during typical weekday AM and PM peak periods of commuter traffic. The AM peak period was counted between 7:00 AM and 9:00 AM and the PM peak period was counted between 4:30 PM and 6:30 PM. The actual peak hour within the peak period is the four consecutive 15-minute periods with the highest total volume of all approaches. Thus, the PM peak hour at one intersection may occur at 4:45 PM to 5:45 PM if those four consecutive 15-minute periods have the highest combined volume. Count worksheets are provided in Appendix B.

Based on the project's application date, existing volume and Level of Service conditions were established for year 2022.
931dipi 1400 Bristol Street North Residences
Traffic Impact Analysis
7 19604

Figure 8 and Figure 9 show the Existing AM peak hour and PM peak hour intersection turning movement volumes.

EXISTING INTERSECTION LEVEL OF SERVICE
Existing intersection Levels of Service are summarized in Table 1. Detailed Level of Service worksheets are provided in Appendix C.

As shown in Table 1, the study intersections currently operate at Levels of Service D or better during the peak hours for Existing (2022) conditions.
1400 Bristol Street North Residences
Traffic Impact Analysis
R 19604

Table 1
Existing (2022) Intersection Levels of Service
ID Study Intersection
Traffic
Control'
AM Peak Hour
PM Peak Hour
V/CZ
LOSS
V/CZ
LOSS

1. Campus Dr (NS) at Bristol St North (EW)
TS

0.36 A

0.61 B

2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
TS

0.49 A

0.44 A

3. Birch St (NS) at Bristol St North (EW)
TS

0.47 A

0.51 A

4. Birch St (NS) at Bristol St South (EW)
TS

0.34 A

0.35 A

5. MacArthur Blvd (NS) at Campus Dr (EW)4
TS

0.33 A

0.53 A

6. MacArthur Blvd (NS) at Birch St (EW)
TS

0.28 A

0.37 A

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS

0.31 A

0.35 A

8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
TS

0.37 A

0.45 A

9. MacArthur Blvd (NS) at Bison Ave (EW)
TS

0.38 A

0.41 A

10. Jamboree Rd (NS) at Campus Dr (EW)4
TS

0.48 A

0.49 A

11. Jamboree Rd (NS) at Bristol St North (EW)
TS

0.34 A

0.35 A

12. Jamboree Rd (NS) at Bristol St South (EW)
TS

0.58 A

0.60 A

13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) TS

0.54 A

0.57 A
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. gildi,101, 1400 Bristol Street North Residences
Traffic Impact Analysis
9 19604

IRVINE AVE
M� R
Campus Dr (NS)/
Bristol St N (EW)
A .I -
Birch St (NS)/
Bristol St N (EW)
11 Birch St (NS)/
Bristol St S (EW)
A
O�
Jam'
GP�Q 6D y`
O�QG 4D
4R
4�
4� 3R Site
Q
6D
4D
'QjsT
4�� `S'T
s
Campus Dr (NS)/
Bristol St S (EW)
0 111 �
e_j
Legend
9 Traffic Signal
#D #-Lane Divided Roadway
#U #-Lane Undivided Roadway
#-4— #-Lanes (One -Way)
Existing Lane
4U
RTO Right Turn Overlap
F Free Right Turn Lane
SPLIT Split Signal Phasing
d De Facto Turn Lane
8D Q?P
4D
6D ?
JO
8D 4D
3 4D 4D 7D
n 4D
10 6D c 4D
7 W 4D D
4D
O
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
4D �4( A campus Dr (EW) Birch St (EW)
6D ,P��o 7D
�' `� 1111 �' � �'► • `� 111 l'
�ST3� �►
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
T� Von Kerman Ave (EW) Jamboree Rd (EW)
7D
6D �111r► �' `i�111'
8D �.

MacArthur Blvd (NS)/
Bison Ave (EW)
UNIVERSITY DR A �RTO
6D
�� 1111►�
4D
F�
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
A � A
6D
11 LL pr-
F� FREE
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
7D m ' SFr
ejso
NAVE
6D 6D 11111' yd1'► `i111'
8D \\
Figure 3
Existing Lane Geometry and Intersection Traffic Controls 10 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

\� I
z� �. yY1•��'•y'
Y
Legend
Sidewalk
Cross Walk
Q Bus Stop
•r ,
ry _ • i
we
Figure 4
Existing Pedestrian Facilities
g�1��11 1400 Bristol Street North Residences
Traffic Impact Analysis
11 19604

—p— Local Routes (1.99)
—�— Community Routes(100-199)

GOLDENWEST

TRANSPORTATION

CENT ER
SLATER
1 r
C
••••®•••• Met raiink 5ta tlonllnk Routes -Mo— Bravo Lim Ited Stop Service 1400-499) (500-599)
W.kd" Ru,h Hound n V
—CM— My Shuttle
8448o4
0 Rail Stations
ODC Bus Transit Centers
m l■ •1 •1

SANTA ANA SITAATION

NEWPORT
`RA PORTATION
4tg. ¢J4.

Figure 5
Source: Orange County Transportation Authority
Orange County Transportation Authority System Map
93-ldii 1400 Bristol Street North Residences
Traffic Impact Analysis
12 19604

111mma i

NEWPORT
BAY
WRTH
rAR
BEACH
�I
N f��/!/ IIIIIIII��IIIIII� ��.

Source: City of Newport Beach
g7dii
SAN O�IEGO

ADOPTED INTERCHANGE

Q PROPOSED INTERCHANGE
sq'IK ROUTES REQUIRING

FURTHER COORDINATION

0.75 Miles

COMMUTER ROADWAY
(TWO LANE UNDIVIDED)

3.24 Miles

SECONDARY ROAD
(FOUR LANE UNDIVIDED)

16.88 Miles

SECONDARY
(NOT BUILT)

0.28 Miles

PRIMARY ROAD
(FOUR LANE DIVIDED)

29.62 Miles

PRIMARY ROAD
•-••••• (NOT BUILT)

3.05 Miles

MAJOR ROAD
(SIX LANE DIVIDED)
C 30.64 Miles

EIGHT LANE ROAD

FASHION
— (DIVIDED)
ISLAND

2.81 Miles

SAN JOAQUIN HILLS
o TRANSPORTATION CORRIDOR

5.32 Miles
sip ADOPTED FREEWAY
YON
C= ^ ROUTES

4.48 Miles

FUTURE FREEWAY

EXTENSION

0.75 Miles
13 Figure 6
City of Newport Beach General Plan
Master Plan of Streets and Highways
1400 Bristol Street North Residences
Traffic Impact Analysis
19604

PRINCIPAL -144'
(8 LANES DIVIDED)
MAJOR - 128'
(6 LANES DIVIDED)
1 � "- _- `• -;� Tin ', l
PRIMARY -104'
(4 LANES DIVIDED)
SECONDARY - 84'
(4 LANES UNDIVIDED)
i
COMMUTER - 56'
(2 LANES UNDIVIDED)
Figure 7
Source: City of Newport Beach
City of Newport Beach General Plan Roadway Cross -Sections g3ldii 1400 Bristol Street North Residences
Traffic Impact Analysis
14 19604

IRVINE AVE
Campus Dr (NS)/ Campus Dr (NS)/
Bristol St N (EW) Bristol St S (EW)
Nry �167 LO11-
NN —858 vo
A� l �r 252 1 �
�4-
682�'1292—��
453 --, (fl
Birch St (NS)/
Bristol St N (EW)
orn 149
—1161 4�7
A 1 pr-360
J�
Birch St (NS)/
Bristol St S (EW)
� N
1 �
496
905
©� � o
194� NN
Legend
QStudy Intersection
93')dJii
4Q+
Site
STS
Q;
( MacArthur Blvd (NSu
MacArthur Blvd (NS)/
Campus Dr (EW)
Birch St (EW)
ors 60
(no '-34
O
or-210
A)1 L or-163
254� `
59�
406� v�N
179� Nov
87� co
89� co
S�
8/SO
N AVE
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karman
Ave (EW)
Jamboree Rd (EW)
oao
`-30
rn N
`�152
v P�
59 � cm o rn
—747
L
,-147
? 1 L
,r-333
18 260�
38 597�
20 138�
�N

UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
co oo `�40
! te a) —92
A 1 1* r-165
78,r
79�
66 Jamboree Rd (NS)/
Jamboree Rd (NS)/
Campus
Dr (EW)
Bristol St N (EW)
�(�Oo
`�$7
t�N
� L2 �I
--194
(Mn r
A� 1 L
184
d 1
58--4
133—
rnov
rNnNrn
31-,
Jamboree
00 o;:LO
Jamboree Rd (NS)/
Rd (NS)/
m
Bristol St S (EW)
N
University or (EW)
CD CY) `�142
\ n
Ir.-
CO
—1 ,r22 220
—� 875,r
T l'
361,4
T l'
380—
o(00 0
90—
�rnN
1209-4
32--4 M
Figure 8
Existing AM Peak Hour Intersection Turning Movement Volumes 15 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

IRVINE AVE
Q;
C-
V`�`
a
c
G
O
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Campus Dr (EW)
Birch St (EW)
�o 137
Mrn 149
Site J
O
c`niL°n'(rno —625
�LMnch —263
or-35
A) 1 L or-62
262 - 1 r'
252 �' 1
n
221 ornrn
186 �mN
25 Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
MLO
107
VM
oo �
—1697
CD
�l
pr-278
1�
435:�
T l'
N�
822
�04
(0
Ln LO
Birch St (NS)/
485 �, CO N
Bristol St N (EW)
corn `-110
Lon N
—1537
4�7
1 pr 370
J�
� 1
�mv
�N
�Q
Birch St (NS)/
Bristol St S (EW)
M oc)
V
1 �
202
903�
111�
NN
©
Legend
QStudy Intersection
93')dJii
C s MacArthur Blvd (NS)/
T�
MacArthur Blvd (NS)/
Von Karmen Ave (EW)
Jamboree Rd (EW)
00 `� 81
CO N N `� 88
L�Lncn —36
cMi-O-!�2 —828
A? 1 L ,--409
1 ,r-357
64 179 �' 1
87 752� oc�oo
127
1 55� NMM

UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
NN `-67
c°;�LLn —104
A� 1 1* r-135
165,r
102�
129� �rn
Jamboree Rd (NS)/
Jamboree Rd (NS)/
Campus
Dr (EW)
Bristol St N (EW)
Lr>�o
*-251
N
—274
LLnr
1 L
�118AD
1 158--4
1 '
v) 1
255—
LLON�
°,�'Nw
82 -
r
Ln C0 00
`\ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
mv LL U')') 1` 122
106
ejSOAIAVE \ -228
513,4 T l' 271,4 -) T -
686— CO N 100 — CO CO N
1086�L N� 12-L ��mNIX
Figure 9
Existing PM Peak Hour Intersection Turning Movement Volumes 16 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

4. PROJECT FORECASTS
This section describes how project trip generation, trip distribution, and trip assignment forecasts were developed. The forecast project volumes are illustrated on figures contained in this section.

PROJECT TRIP GENERATION
Table 2 shows the project trip generation based upon trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Monuol (11th Edition, 2021). Based on review of the ITE land use description, trip generation rates for general office building (Land Use Code 710) and multifamily housing (mid -rise) not close to transit (Land Use Code 221) were determined to adequately represent the existing and proposed land uses and were selected for use in this analysis. The project trip generation forecast is determined by multiplying the trip generation rates by the land use quantities.

As shown in Table 2, the existing project site land use is estimated to generate approximately 420 daily trips, including 59 trips during the AM peak hour and 56 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,044 daily trips, including 85 trips during the AM peak hour and 90 trips during the PM peak hour. Therefore, the proposed project is forecast to result in a net increase of approximately 624 net new daily trips, including 26 net new trips during the AM peak hour and 34 net new trips during the PM peak hour.

PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
Figure 10 thru Figure 13 show the forecast directional distribution patterns for the project generated trips.

The project trip distribution patterns were developed in consultation with City of Newport Beach staff based on review of existing volume data, surrounding land uses, and the local and regional roadway facilities in the project vicinity.

The project -generated AM and PM peak hour intersection turning movement volumes are shown on Figure 14 and Figure 15.
93rldii 1400 Bristol Street North Residences
Traffic Impact Analysis
17 19604

Table 2
Project Trip Generation
Trip Generation Rates
Land Use
Source'
Unite
AM Peak Hour
PM Peak Hour
Daily
% In
% Out
Rate
% In
% Out
Rate
General Office Building
ITE 710
TSF
88%
12%

1.52 17%
83%

1.44 10.84
Multifamily Housing (Mid -Rise)
ITE 221
DU
23%
77%

0.37 61%
39%

0.39 4.54
Trips Generated
Land Use
Quantity
Unite
AM Peak Hour
PM Peak Hour
Daily
In
Out
Total
In
Out
Total
Existing
General Office Building

38.764
TSF
52 7
59 9
47 56
420
Proposed
Multifamily Housing (Mid -Rise)
230
DU
21 64
85 55
35 90
1,044

NET PROJECT TRIPS GENERATED
1 1 -31
1 +57
1 +26
1 +46
1 -12
1 +34
1 +624
N otes:
(1) ITE = Institute of Transportation Engineers Trip Generation Manual (11th Edition, 2021); ### = Land Use Code (2) TSF = Thousand Square Feet (Gross Floor Area); DU = Dwelling Units 18 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Legend
-4-10% Percent From Project
g3ldil
5%
Figure 10
Project Outbound Trip Distribution - Existing General Office Building 19 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Legend
-40-10% Percent To Project
g3ldil
Figure 11
Project Inbound Trip Distribution - Existing General Office Building 20 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Legend
-4-10% Percent From Project
g3ldil
5%
Figure 12
Project Outbound Trip Distribution - Proposed Residential 21 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Legend
-40-10% Percent To Project
g3ldil
Figure 13
Project Inbound Trip Distribution - Proposed Residential 22 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Q;
QJyQQ- 10
D
C7
V`r C
70 O
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
10--0 W-0
Site �%O� oNo —0 CD CD —0
IRVINE AVE \ �tyQ� PCr� 'r-0 : �'A1111'r-0
l �
6 0� 0rno 3—► 000
M eR,s R,s� 0 � 0 �
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
�� tsjs sTti Von Karman Ave (EW) Jamboree Rd (EW)
*-0 V-0
oNo —0 '700 --3
0— o00 15- cs?oo
0�, 5�
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
11-0 UNIVERSITY DR 'k-0
00 —11 coo oLOo —0
. l 7,,-2 1 1* A� 1 '* ,r-0
-)1 0-4 1� 0�' �1r
00 _6— 0� OWO
0-4 0
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
4 Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
12 �- 0 c�
00 14 CD o —0 o
.t 1 32 A 1'A ,r-0 A l
1 v 0-4
00 0— o{o rnoo
0-4 04
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
m *-0
0M o 0LO0 �0
1 ejSoA/AVE \ 1 1 ,r0
0 �' T l' 7 � T l' 0,' -) T -
© _13� o0 6— coo 0- ocoo
0 5-4 0-4
N111X
Legend
Q Study Intersection
Figure 14
Project (Net)
AM Peak Hour Intersection Turning Movement Volumes
931dii 1400 Bristol Street North Residences
Traffic Impact Analysis
23 19604

IRVINE AVE
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
11-0
00 --3
A
0 �'
T l'
0o
g�
o�
Q;
a
C-
V`�`
c
G
O
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
or-o —0 or-o —0
` Site J O
01000
0-4 0
C sT MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karman Ave (EW)
Jamboree Rd (EW)
0 V-0
Or-o �0
-oo —12
1 �r2
A
0 0- 1) 1 l'
0o00
1— rnoo
0 1 -6--,A

UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
'k-0
oCO(=> —0
.1 1 Ir- 0
0 �' `) t -
0� ovo
0�
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
V1-0 �-0
00 8 ono —0 o
A) l -5 1 'A 'r-0 A 1
J r
0-4 -) l-
00 0_ oLno
0-4
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
m �0
v
l ejSOAIAVE \ ,-0
0 t l' 6-41 l' 0 4 V) T l'
11o0 3� vo 0— o'It o
0-4-4 0-,
Legend
Q Study Intersection
Figure 15
Project (Net)
PM Peak Hour Intersection Turning Movement Volumes
931dii 1400 Bristol Street North Residences
Traffic Impact Analysis
24 19604

5. FUTURE VOLUME FORECASTS
This section describes how future volume forecasts for the TPO scenarios were developed. Forecast study area volumes are illustrated on figures contained in this section.

CITY OF NEWPORT BEACH APPROVED PROJECTS
The City of Newport Beach staff provided a list of approved projects within the study area for use in the TPO analysis. The approved project list consists of future developments that have been approved, but have not been fully constructed and occupied. The approved project data is contained in Appendix D.

Trips associated with the following 17 projects are included in the TPO analysis:
■ Fashion Island Expansion
■ Temple Bat Yahm Expansion
■ Hoag Hospital Phase III
■ St. Mark Presbyterian Church
■ 2300 Newport Blvd (Vue)
■ Hoag Health Center 500-540 Superior
■ North Newport Center
■ 328 Old Newport Medical Office GPA
■ Mariner's Pointe 23,105 SQ FT Commercial Center
■ Back Bay Landing 300 ECH
■ Balboa Marina West
■ Newport Crossings
■ Museum House - Vivante Senior Center
■ Uptown Newport: Phase 1 - Trans Devel Rights (TDR)
■ Uptown Newport: Phase 2 only
■ Residences at 4400 VK
■ Picerne Residential (1300 Bristol St N)

AMBIENT GROWTH
To account for ambient growth on roadways, existing volumes were increased by a growth rate of one percent (1.0%) per year through year 2027 along applicable arterial highways (Irvine Avenue, Jamboree Road, and MacArthur Boulevard) in accordance with the City of Newport Beach Regional Traffic Annual Growth Rate.

This equates to a growth factor of 1.05 along arterials with counts conducted in 2022.

TPO YEAR 2027 VOLUME FORECASTS
TPO Year 2027 Without Project volume forecasts were developed by adding ambient growth and approved projects trips to existing volumes. TPO Year 2027 Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 16 and Figure 17.

TPO Year 2027 With Project volume forecasts were developed by adding project -generated trips to TPO Year 2027 Without Project volumes. TPO Year 2027 With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 18 and Figure 19.
93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
25 19604

4Q+
Site

IRVINE AVE
STS
Campus Dr (NS)/ Campus Dr (NS)/
Bristol St N (EW) Bristol St S (EW)
N"-167
N N — 949 v w
l -267 j
687-4 t l'
r0� 1290— Mo
vrn 453--4 �N
Birch St (NS)/
Bristol St N (EW)
CO 00 MN "-160
1244 O�
A 1 pr381
J�
Birch St (NS)/
Bristol St S (EW)
CO
1 �
496900
16 194� NN
Legend
QStudy Intersection
93')dJii
Q;
( MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW)
Birch St (EW)
cor-- o "-65
r--o *-84
O
or-210
A)1 L or-165
254 �' 1 '
91 �' 1
406� v�N
191� Nrnv
37�,
39�, M
S�
ejSo
\N AVE
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karman
Ave (EW)
Jamboree Rd (EW)
oc000
*-30
N�cO
�171
�vrn
—59
Nm(0
—900
A 1 L
,r 162
1 , - 391
18 282 �'
T
38�
Mvc�o
662�
rn�o
20 149�
�m

UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
MLo `�40
v —93
,1 1 1 ,r 181
80,r ` 1 P
84� 7�m
67 � - �2
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
00 ((0 "-87 1 rn r`
CO N 194 v eo
1 L 185 d l
r
60--4
133— ovr(°n 1-Nv
33� rn oho
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
lob
00 CO ` 142
99 \ � CO �
1 *) 1 S. , -220
—� 897,4 T l' 361,4 *) T -
392— cliN 90— r-�00
1239�, 32-4 o�
Figure 16
TPO Year 2027 Without Project
AM Peak Hour Intersection Turning Movement Volumes
26 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

IRVINE AVE
M\
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
oe)a) `�107
OM
00 � �-1734
0, —
1 ,r281
T
1 445,'
830 --►
485 -
T
N
MacArthur Blvd (NSu
MacArthur Blvd (NS)/
41 �o
Campus Dr (EW)
Birch St (EW)
e
NO "-140
Mo 176
�!(,�'
m (0[-0 —625
7:802o —275
A) 1 L ,r35
A) 1 L ,r62
262
264
221
19511. �
46 25�,
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Von Karmen
Ave (EW)
Jamboree Rd (EW)
`�81
ONN
�99
MLOM
—36
c�)oo�
—931
,1 1
, -421
d 1 L
,r393
64 202'
�tl'
87 918�
NCO
127
56�,
NVM

UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
(� "67
ao (c) M — 108
d 1 �* ,r141
170� ` P
1057 MNM
131� !N
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
to co 115 N M (D '-251 00 u')
to �n N — 1570 rn �--274 cNo �
A l v-372 k 1 ,r123 ,l l
J
1 �mv 159 - t l' t l'
255— (Movo0o (Mq-LO
N �Q 94 (o04rn
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University Dr (EW)
04 V N m co oo v (h 122
vM M ce))�(r —106
1 &/SON AVE Or- 235
202 Jr T P 603 � T ' 271 �
111� LO
NN Nr- 12� �iM
XX
Legend
0 Study Intersection
Figure 17
TPO Year 2027 Without Project
PM Peak Hour Intersection Turning Movement Volumes
93-ldii 1400 Bristol Street North Residences
Traffic Impact Analysis
27 19604

IRVINE AVE
Campus Dr (NS)/ Campus Dr (NS)/
Bristol St N (EW) Bristol St S (EW)
cow "-167
NN —960 0000
l �r 269 1
`i T 687,' T l'
'00i 1284—► Mo
0, 453 --, t` N
Birch St (NS)/
Bristol St N (EW)
CCl) 00 M N 172
t-1258 4�7
1 -413
J�
T--J
Birch St (NS)/
Bristol St S (EW)
M M
1 �
496�' T P
©887— N N
194 N N
Legend
QStudy Intersection
93')dJii
Q;
C7
a
G
O
( MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
Gtv co�00 "-65 �It *-84
Site J O oa)� —170 Nc(ocmo —125
yQQ- �21 � 1 L �16
254� 1 ' 100�r 1
6 406� '"�`' 194� No0)
37�, vac" 39�, NMv
C s MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
S'ps, !ti Von Karman Ave (EW)
Jamboree Rd (EW)
(D0 `-30
a)(0 "-171
�D LO (L=,) —59
c�ro)(D —897
1 L , -160
1 ,r 391
18 282 �' 1
38� r�ivcoo
677� rn�o
20 1 154� �m

UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
`�-40
—93
,1 1 L ,r 181
80,r
84�
67 Jamboree Rd (NS)/ Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
o(N "-87 Mrs
N 194 V eo
1 L 185 l
60-r 1 - 1
133— o(0ron �vv
33� rn oho
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
m v 1361-4
`�142
00 —99
ejSOA/ AVE \ 1 220
904,r T l' 398— oN r-COw1244-, o
Figure 18
TPO Year 2027 With Project
AM Peak Hour Intersection Turning Movement Volumes
28 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Q;
QJyQQ- 10
D
GPI C7
V`r C
70 O
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
Nco "-140 �2 r-- *-176
00 Site J O M O 11 —625 ccoo o`c) —275
IRVINEAVE.11 �35 1 L �62
l h> >
262 �' � 1 r' 264 �'
246 -, 12 � 125, � N
FS'q r0� MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
�R sTs sTti Von Karmen Ave (EW) Jamboree Rd (EW)
M00 �`81 n�� `,-99
chrnm —36 com —943
A 1 L , -423 A) 1 ,r393
64-4 1 ' 202-4 1
87— a0 1— 919— Mcr'cLO
o
127 v N50 N v (m
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
oe)a) 107 LOCO UNIVERSITY DR `n `�-67
co LO —1731 (0 — — LO � 108
A, 1 r-276 1 A) 1 or-141
445,' T l' 170,' `i T P
839� �N 105� mco00
�U) 485�, �N 131� �2N01)
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) t Campus Dr (EW) Bristol St N (EW)
(oar 115 �� *-251 rnrn
(n N —1562 rn C 274 m ors°
A l pr367 A� 1 L r-123 d l
�1 �mv 159-4 -)1' -)1'
�� 255 — CO 00 ocm( ° r Ln
(, �Q 94 -4 (o rn
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
�I m CO o 00�C `�122
v� oo r�—106
1 ejSOA(AVE \ 1 A? 1 L 235
202 ' T l' 609 -4 T l' 271,4 T l'
© 938694— N(° 100� `nu!"n
111� NN 1108-4 N� 12-4 ��m
NIX
Legend
Q Study Intersection
Figure 19
TPO Year 2027 With Project
PM Peak Hour Intersection Turning Movement Volumes
93')dJii 1400 Bristol Street North Residences
Traffic Impact Analysis
29 19604

6. TPO ANALYSIS
Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C.

TPO YEAR 2027 ONE -PERCENT THRESHOLD ANALYSIS
Table 3 summarizes the City of Newport Beach TPO one -percent threshold analysis. In accordance with the City of Newport Beach TPO requirements, if project -generated peak hour approach volumes are greater than or equal to one percent of the forecast peak hour volumes on any approach of an intersection, then a detailed ICU analysis is required to assess the project -related change in ICU. The TPO one -percent analysis calculation worksheets are contained in Appendix E.

The following eight study intersections are forecast to exceed the TPO one -percent threshold and require ICU analysis:

3. Birch Street (NS) at Bristol Street North (EW)

4. Birch Street (NS) at Bristol Street South (EW)

5. MacArthur Boulevard (NS) at Campus Drive (EW)

6. MacArthur Boulevard (NS) at Birch Street (EW)

7. MacArthur Boulevard (NS) at Newport Place Drive/Von Karman Avenue (EW)

8. MacArthur Boulevard (NS) at Jamboree Road (EW)

10. Jamboree Road (NS) at Campus Drive (EW)

11. Jamboree Road (NS) at Bristol Street North (EW)

TPO IMPACT ASSESSMENT
ICU and Levels of Service at the applicable study intersections for TPO Year 2027 Without and With Project conditions are shown in Table 4. As shown in Table 4, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for TPO Year 2027 Without and With Project conditions.

Table 4 also calculates the net change in ICU at the applicable study intersections for TPO Year 2027 With Project conditions. As shown in Table 4, the addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2027 With Project conditions and no improvements are required.
93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
30 19604

Table 3
TPO One -Percent Threshold Analysis Summary
Project Trips Exceed One Percent?'
Peak
Northbound
Southbound
Eastbound
Westbound
ID Study Intersection
Hour

1. Campus Dr (NS) at Bristol St North (EW)
AM
No
No
No
No
PM
No
No
No
No

2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
AM
No
No
No
No
PM
No
No
No
No

3. Birch St (NS) at Bristol St North (EW)
AM
No
No
No
Yes
PM
No
No
No
No

4. Birch St (NS) at Bristol St South (EW)
AM
No
Yes
No
No
PM
No
No
No
No

5. MacArthur Blvd (NS) at Campus Dr (EW)
AM
Yes
No
No
No
PM
No
No
No
No

6. MacArthur Blvd (NS) at Birch St (EW)
AM
No
No
Yes
No
PM
No
No
No
No

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) AM
No
No
No
No
PM
No
Yes
No
No

8. MacArthur Blvd (NS) at Jamboree Rd (EW)
AM
No
No
Yes
No
PM
No
No
No
No

9. MacArthur Blvd (NS) at Bison Ave (EW)
AM
No
No
No
No
PM
No
No
No
No

10. Jamboree Rd (NS) at Campus Dr (EW)
AM
Yes
No
No
No
PM
No
Yes
No
No

11. Jamboree Rd (NS) at Bristol St North (EW)
AM
No
No
No
No
PM
No
Yes
No
No

12. Jamboree Rd (NS) at Bristol St South (EW)
AM
No
No
No
No
PM
No
No
No
No

13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) AM
No
No
No
No
PM
No
No
No
No
Notes-
(1) If the project is forecast to contribute 1% or more of the projected TPO analysis year peak hour volume, then detailed Intersection Capacity Utilization analysis is required in accordance with the City of Newport Beach Traffic Phasing Ordinance. 31 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Table 4
TPO Year 2027 Intersection Levels of Service and Impact Assessment ID Study Intersection
Traffic
Control'
TPO Without Project
TPO With Project
V/C Increase
Significant
Impact?
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
V/C2
LOSS
V/C2
LOSS
V/C2
LOSS
V/C2
LOSS
AM
PM

3. Birch St (NS) at Bristol St North (EW)
TS

0.49 A

0.52 A

0.49 A

0.52 A

0.00 0.00
No

4. Birch St (NS) at Bristol St South (EW)
TS

0.35 A

0.36 A

0.36 A
+0.01

0.00 No

5. MacArthur Blvd (NS) at Campus Dr (EW)4
TS

0.34 A

0.54 A

0.34 A

0.54 A

0.00 0.00
No

6. MacArthur Blvd (NS) at Birch St (EW)
TS

0.31 A

0.42 A

0.31 A

0.42 A

0.00 0.00
No

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS

0.33 A

0.37 A

0.33 A

0.37 A

0.00 0.00
No

8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
TS

0.42 A

0.50 A

0.42 A

0.50 A

0.00 0.00
No

10. Jamboree Rd (NS) at Campus Dr (EW)4
TS

0.50 A

0.52 A

0.50 A

0.52 A

0.00 1 0.00
No

11. Jamboree Rd (NS) at Bristol St North (EW)
TS

0.37 A

0.39 A

0.36 A

0.41 A
-0.01
1 +0.02
No
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. g3ldii
32 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

7. CEQA ANALYSIS
This section presents analysis of Year 2027 cumulative conditions. Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C.

CUMULATIVE PROJECTS
In addition to the approved projects in the City of Newport Beach (addressed in the TPO analysis), CEQA requires analysis of cumulative conditions. This CEQA analysis also includes traffic from pending projects in the Cities of Newport Beach and Irvine, in addition to the approved projects. Pending projects consist of projects that are in various stages of the application and approval process but are not yet approved. These projects are considered to be reasonably foreseeable projects in the vicinity of the project and must be included in the Cumulative conditions analysis for CEQA purposes. The Cities of Newport Beach and Irvine were consulted and provided the list of cumulative projects to be included in this analysis.

Table 5 includes the trip generation for cumulative projects as provided by the City of Newport Beach, University of California, Irvine, and City of Irvine. Figure 20 shows the cumulative projects location map.

Cumulative Projects AM and PM peak hour intersection turning movement volumes are shown on Figure 21 and Figure 22.

CEQA YEAR 2027 WITHOUT PROJECT VOLUME FORECASTS
CEQA Year 2027 Without Project volume forecasts were developed by adding cumulative projects trips to TPO Year 2027 Without Project volumes. CEQA Year 2027 Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 23 and Figure 24.

CEQA YEAR 2027 WITH PROJECT VOLUME FORECASTS
CEQA Year 2027 With Project volume forecasts were developed by adding project trips to CEQA Year 2027 Without Project volumes. CEQA Year 2027 With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 25 and Figure 26.

CEQA YEAR 2027 IMPACT ASSESSMENT
ICU and Levels of Service at the applicable study intersections for CEQA Year 2027 Without and With Project conditions are shown in Table 6. As shown in Table 6, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for CEQA Year 2027 Without and With Project conditions.

Table 6 also calculates the net change in ICU at the applicable study intersections for CEQA Year 2027 With Project conditions. As shown in Table 6, the addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for CEQA Year 2027 With Project conditions and no new mitigation measures are required.
93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
33 19604

Table 5 (1 of 2)
Cumulative Projects Trip Generation
Net Trips Generated
AM Peak Hour
PM Peak Hour
Project
In
Out
Total
In
Out
Total
ID
Project Name
Land Use
Quantity'
Daily
City of Newport Beach
Existing Use
NB1
1600 Dove Street
Residences
General Office

60.675 TSF
-59
59 0
45 -36
9 472
Proposed Use
Multifamily Housing (Mid -Rise)
249 DU
NB2
Sage Hill School Expansion
Private School (K-8)
150 ST
86 66
152
18 21
39 617
Existing Use
Boat Sales

4.487 TSF
Proposed Uses
NB3
Mother's Market
11 17
28 29
24 53
690
Multifamily Housing
36 DU
Supermarket

5.096 TSF
N134
Newport Beach Porsche
Auto Dealership
143.494 TSF
195
72 267
139
208
347
3,995
NB5
The Garden Restaurant
Quality Restaurant

10.240 TSF
6 2
8 55
29 84
971
Commercial Retail

0.747 TSF
Existing Uses
John Siple/Johnson Yacht Sales

0.500 TSF
Sun Country Marine

1.000 TSF
Powerhouse Vehicle Sales

17.000 TSF
WCH-Duffield Marine

2.000 TSF
General Office Building

7.185 TSF
WCH-A'Maree's

8.100 TSF
Marina
68 Berths
Proposed Uses
NB6
Newport Village
Multifamily Housing (Mid -Rise)
108 DU
108
55 163
77 105
182
2,238
General Office

55.280 TSF
Car Show Room

7.900 TSF
Single -Family Detached Residential
14 DU
General Office

36.620 TSF
Duffield Marine Sales/Office

2.000 TSF
Boat Show Room
10 EMP
High -Turnover Sit -Down Restaurant

3.815 TSF
Quality Restaurant

9.100 TSF
Marina
63 Berths
NB7
Newport Coast
Multifamily Housing
564 DU
413
932
1,345
926
557
1,483
14,778
Single -Family Detached Residential
954 DU
g3ldii
34 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Table 5 (2 of 2)
Cumulative Projects Trip Generation
Net Trips Generated
AM Peak Hour
PM Peak Hour
Project
In
Out
Total
In
Out
Total
ID
Project Name
Land Use
Quantity'
Daily
University of California, Irvine
UCI North Campus
Hospital
144 Beds
Hospital Project
526
163
689
202
520
722
8,550
UCI
Ambulatory Care
225.000 TSF
UCI North Campus Child
Medical Office Building
168.000 TSF
331
79 410
162
414
576
5,531
Health/Medical Office
City of Irvine
IR1
Volar Apartments
Multifamily Housing (Mid -Rise)
930 DU
79 265
344
221
141
362
4,222
IR2
Futures Academy
Private School

5.621 TSF
81 11
9 11
7 8
61 Multifamily Housing (Mid -Rise)
593 DU
50 169
219
141
90 231
2,692
General Office Building

2.730 TSF
4 0
4 1
3 4
30 IR3
Elements Phase 3
Strip Retail Plaza (<40k)

5.000 TSF
7 5
12 16
16 32
272
Coffee Donut Shop w/o
Drive-Thru Window

2.730 TSF
130
125
255
44 44
88 1,393
Health Fitness Club

6.900 TSF
5 4
9 14
10 24
205
Hotel
386 RM
138
78 216
116
112
228
3,084
IR4
Landmark
General Office
448.000 TSF
599
82 681
110
535
645
4,856
IR5
Milani Apartments
Multifamily Housing (Mid -Rise)
287 DU
24 82
106
68 44
112
1,303
IR6
Elements
Multifamily Housing (Mid -Rise)
700 DU
60 199
259
167
106
273
3,178
IR7
Von Karman Quartz Office
General Office

16.538 TSF
22 3
25 4
20 24
179
Total
1 2,7431
2,4581
5,2011
2,5561
2,9701
5,5261
59,317
Sources:

Data provided by City of Newport Beach, City of Irvine, and UCI traffic studies.

ITE = Institute of Transportation Engineers Trip Generation Manual (11th Edition, 2021); ### = Land Use Code N otes:
(1) TSF = Thousand Square Feet; DU = Dwelling Units; ST = Students; EMP = Employees; RM = Rooms g3liji-1,
[CM
1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Table 6
CEQA Year 2027 Intersection Levels of Service and Impact Assessment ID Study Intersection
Traffic
Control'
CEQA Without Project
CEQA With Project
V/C Increase
Significant
Impact?
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
V/C2
LOSS
V/C2
LOSS
V/C2
LOSS
V/C2
LOSS
AM
PM

1. Campus Dr (NS) at Bristol St North (EW)
TS

0.458
A

0.677
B

0.459
A

0.676
B
+0.001
-0.001
No

2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
TS

0.543
A

0.492
A

0.541
A

0.494
A
-0.002
+0.002
No

3. Birch St (NS) at Bristol St North (EW)
TS

0.498
A

0.535
A

0.504
A

0.533
A
+0.006
-0.002
No

4. Birch St (NS) at Bristol St South (EW)
TS

0.361
A

0.364
A

0.361
A

0.365
A

0.000
+0.001
No

5. MacArthur Blvd (NS) at Campus Dr (EW)4
TS

0.441
A

0.669
B

0.441
A

0.669
B

0.000

0.000
No

6. MacArthur Blvd (NS) at Birch St (EW)
TS

0.355
A

0.479
A

0.355
A

0.479
A

0.000

0.000
No

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS

0.404
A

0.423
A

0.403
A

0.425
A
-0.001
+0.002
No

8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
TS

0.557
A

0.620
B

0.556
A

0.625
B
-0.001
+0.005
No

9. MacArthur Blvd (NS) at Bison Ave (EW)
TS

0.450
A

0.476
A

0.451
A

0.477
A
+0.001
+0.001
No

10. Jamboree Rd (NS) at Campus Dr (EW)4
TS

0.574
A

0.622
B

0.574
A

0.622
B

0.000

0.000
No

11. Jamboree Rd (NS) at Bristol St North (EW)
TS

0.394
A

0.423
A

0.386
A

0.431
A
-0.008
+0.008
No

12. Jamboree Rd (NS) at Bristol St South (EW)
TS

0.651
B

0.664
B

0.652
B

0.593
A
+0.001
-0.071
No

13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) TS

0.636
B

0.678
B

0.637
B

0.679
B
+0.001
+0.001
No
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. g3lddii
36 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Legend
Other Development (see Table 5):
• City of Irvine
• City of Newport Beach
Figure 20
Cumulative Projects Location Map
g3ldill 1400 Bristol Street North Residences
Traffic Impact Analysis
37 19604

Q;
QJyQQ- 10
D
GPI C7
V`r C
70 O
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
�{
0 2 W-5
Site J O Nrno —258 N� —15
IRVINE AVE ctp yQ� QQr� 1 or-43 1 L or-0
l h> >
1157�' 1
en 254o1-Cl) 52 ► orno
M e��s fps% 0-4 N 0 N
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Von Karman Ave (EW) Jamboree Rd (EW)
`-0 `--6
o I?r--3 �—148
1 L ,--51 1 L ,r167
3--' ') 1 - 138--4 -) 1 -
3— >•'c`\I`nmaCD 260— oo(0
26N 0-4 N�
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
CO 11-0 UNIVERSITY DR M `�0
CD CD
N00 —31 a000 oco�lo —54
Al ,r-0 jA�11 6
222 1 i' 0,'
o� 57� vo 17� o00v
M 0� 0� CO
Birch St (NS)/ Jamboree Rd (NS)/ T Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
-3 M "-24
N� —10 12 000 —0 �N
32-4 1 - -) t
orn Gj 0— LOrno Ml-- o
N �Q 193� rn� M
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
m M *-0
o
30 ON AVE
23 ' T l' 35 --4 T l' 17,'
© 354— (0 0— oM�
03-4 0-4 Mo
Legend
Q Study Intersection
Figure 21
Cumulative Projects
AM Peak Hour Intersection Turning Movement Volumes
93')dJii 1400 Bristol Street North Residences
Traffic Impact Analysis
38 19604

Q;
QJyQQ- 10
D
GPI C7
V`r C
70 O
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
rfl 10-- 0 LO `� 19
Site J O � N O —252 Lo N 1- —57
IRVINEAVE ,r51 1 L or0
35 �' �' 1
6 220� 0m2 22— orno
M e��s R�sT 0 0--,,
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Von Kerman Ave (EW) Jamboree Rd (EW)
M 0 v 0 13
NNO �2 c? —281
1 , - 84 1 L ,r 189
-2 -4 � 1 ' 67 --4
-2— NCDM 179— OMM
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
CO o 11-0 o UNIVERSITY DR M r<0
cli
N� —67 0Mo —33
.1 l rr0 1 L .1 1 L r5
`i T 179,' 1 i' 0:� `i T P
OLO 38— (DCD 53000(0
N 0-4 0N
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
V1-2 M 94 w
00 —38 ��rCOi —0 CCOCl)
A l ,r0 ° A� 'A ,r0 A� 1
J� .
9: -, 1 ' � 1 '
ON y 0— 00MC) N(0CD
105� vcli o N
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
o 0
O O OIt
1 ejS0 AVE \ ,r63
24 ' T l' 15� T ' 7,' -1 T
© 15� N O 2— M O 0— CDN Cl)
0-2-4 N 0-4 N
Legend
QStudy Intersection
Figure 22
Cumulative Projects
PM Peak Hour Intersection Turning Movement Volumes
39 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Q;
QJyQQ- 10
D
GPI C7
V`r C
70 O
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
Nao "-65 LOIt `-89
Site J O 'coo —428 N � 00 —140
IRVINE AVE ctp yQ� QQr� or-64 A 1 L - 16
l h> >
369 --4 1 ' 98 �r 1
6377�, 239, N v
FS'q r0� 0� MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Von Kerman Ave (EW) Jamboree Rd (EW)
Cl) r `� 30 (o r- `� 165
o�o —56 Nvr- —1048
A? 1 L ,r213 1 ,r558
21 420
41,22�
46149-"
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
N 167 UNIVERSITY DR 'IT 'k-40
It Cl) —980 rnw -Nv —93
l ,r-267 1 A) 1 L ,r211
909,' 1 l' 97,'
r°M 1347— 04no 84� �ocoo
453 --4 co N 67
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
LO� `�157 �ItI,- �111 LON
`n� —1254 `nc2o �194 v�
A) 1 ,r 381 A� 1 L ,r 185 ,l l
J� r
92--4 ,1'
133— oo� I-cNo�
226
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
rnv m m I-o `�142
1 AD/so AVE \ 1 AO250
519 ' T P 932,' T l' 378,' T l'
6935 396— N°' 90— LON
194� NN 1242-4 CD 32-4 ��rn
N
Legend
Q Study Intersection
Figure 23
CEQA Year 2027 Without Project
AM Peak Hour Intersection Turning Movement Volumes
93-ldlii 1400 Bristol Street North Residences
Traffic Impact Analysis
40 19604

IRVINE AVE
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
MM
107
OM
�r
—1801
w�
A l
r-281Mir
624:�
T l'
Nrn
868
r—
LO
Birch St (NS)/
485 --, .0 N
Bristol St N (EW)
tOM 117
LO N
—1608
4�7
A 1
pr-372
J�
�N
�Q
Birch St (NS)/
Bristol St S (EW)
N O
N
IV
226
�
00 111�,
NN
©942
Legend
QStudy Intersection
93')dJii
Q;
C-
V`�`
a
c
G
O
( MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
Gtv Mu7 "-140 �LO '-195
Site J O � 0)1- —877 oo rn —332
QQ- or-86 A) 1 L or-62
297265�r 1
6 441217 CNN
4625�,
C s MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
S'p !ti Von Karmen Ave (EW)
Jamboree Rd (EW)
`r v `-81
vNrn `-112
m00m —38
,t —1212
1 ,-505
1 ,-582
62 �' 1 '
269
85� M�°�'
1097� Nvo
111
1 56�
MacArthur Blvd (NS)/
Bison Ave (EW)
UNIVERSITY DR I.- '�-67
V
' 141
A 1 1 146
170,'
158� �Nrn
131� �N
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
NNE "-345 ��
—274 co w
1 L "-123 ,l l
i
168--4 1) tw v) 1 '
255— rLncto NCLO M0LO
199� Nr- (0;�rn
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
a0o�cMo `�122
co —106
ejSOA/ AVE \ 1 1 �. 298
618,4 T l' 278,' T l'
693— N(0 100— `n��
1110-, (oil-
12-4 �a)CO
Figure 24
CEQA Year 2027 Without Project
PM Peak Hour Intersection Turning Movement Volumes
41 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Q;
QJyQQ- 10
D
GPI C7
V`r C
70 O
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
LO 0400 "-65 LON *-89
Site J O 'coo —428 N � 00 —140
IRVINE AVE ctp yQ� QQr� or-64 A, 1 Afflik L 16
l h> >
3 6 9--4 1' 107 �r 1
6377 239 N v
FS'q rO� 0� MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Von Karman Ave (EW) Jamboree Rd (EW)
Ma) *-30 Nr- "-165
oLo —56 Nv[- —1045
1 L ,r211 A) 1 L ,r-558
21 ` 1 l' 420
41937� °'
46� �v 154� rn��
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
N 167 UNIVERSITY DR Cl) �40
It CO —991 LOo �Nv —93
AJ l r-269 1 A) 1 1* r-211
909-4 1 l' 97,' ` 1 w
r°M 1341alloo 84— 7:rn0
453 co N 67 � - m
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
LO� `�169 �It� —111 MN
`n� t--1268 � `moo —194 vF
A) 1 r-413 185 1
J� r
1 v 92 --r
o�co�
22626-4 oC'4rn
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
"' 142
CO o Cl)M OD ao _99
1 ejSOA(AVE \ 1 250
519 ' T P 939,' T l' 378,' T l'
© 922 � m o 402 — CO 6' 90 � LO
194� NN 1247�, N32
N �, ��rn
N
Legend
Q Study Intersection
Figure 25
CEQA Year 2027 With Project
AM Peak Hour Intersection Turning Movement Volumes
93')dJii 1400 Bristol Street North Residences
Traffic Impact Analysis
42 19604

IRVINE AVE
Campus Dr (NS)/ Campus Dr (NS)/
Bristol St N (EW) Bristol St S (EW)
MM *-107 LOCO
—1798 CQO'��!
l �r 276Mir 1
624 T P
corn 877� orn
u7 r- 485 �, 00 N
Birch St (NS)/
Bristol St N (EW)
tOM 117
LO N —1600 O�
A 1 pr- 367
J�
�N �Q
Birch St (NS)/
Bristol St S (EW)
N _M
226
©953 � °D
111�, NN
Legend
QStudy Intersection
93')dJii
Q;
C-
V`�`
a
c
G
O
( MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
G� �lv� MN `�140 �N '-195
Site J O � 0)1- —877 00 rn —332
QQ- or-86 A) 1 L or-62
297265� T
6 441216 CNN
4625�,
C s MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
S'p !ti Von Karmen Ave (EW)
`r
Jamboree Rd (EW)
81 vNrn `�112
m00m �38
rmn��° —1224
1 ,-507
1 ,-582
62 ` T l'
269
85 1098� Mvo
111
1 50� N�u7
MacArthur Blvd (NS)/
Bison Ave (EW)
UNIVERSITY DR `�-67
V
°0 �' —141
A 1 1* r-146
170,'
158� �Nrn
131� �N
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
MAN "-345 r`�
`V CO — 274
1 L "-123 ,l l
i
168 --4 `) to `) T
255— L� vLOLO
199� Nr- (D It a)
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
o0o�cMo `�122
—106
ejSOA/AVE \ 1 1 �. -298
624--4 T ' 278,4 T
696 — (.0(0 100 — `n N v
1106�, N� 12-4 v0000cli
Figure 26
CEQA Year 2027 With Project
PM Peak Hour Intersection Turning Movement Volumes
43 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

8. GENERAL PLAN COMPARISON ANALYSIS
This section presents analysis of Post 2030 General Plan Buildout conditions in support of the project's proposed addendum to the 2006 General Plan EIR. Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C.

GENERAL PLAN COMPARISON METHODOLOGY
This analysis compares the traffic analysis zone (TAZ) as analyzed in the Post 2030 General Plan Buildout traffic analysis with the proposed project. The Newport Beach Traffic Model (NBTM) TAZ 1390 was analyzed with 87 dwelling units of multifamily housing and 99,970 square feet of general office in the 2006 General Plan El R. Since the project is constructing 230 multifamily housing dwelling units, the project is proposing 143 additional dwelling units compared to the 2006 General Plan EIR analysis. Therefore, Post 2030 General Plan Buildout With Project conditions were determined by adding the net increase in dwelling units proposed within TAZ 1390 to the Post 2030 General Plan Buildout forecasts originally evaluated in the 2006 General Plan EIR. The general office square footage stayed unchanged in this analysis.

GENERAL PLAN COMPARISON TRIP GENERATION AND TRIP DISTRIBUTION Table 7 shows the project trip generation based upon trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021). Based on review of the ITE land use description, trip generation rates for multifamily housing (mid -rise) not close to transit (Land Use Code 221) were determined to adequately represent the proposed land use and was selected for use in this analysis.

The project trip generation forecast is determined by multiplying the trip generation rates by the land use quantity.

As shown in Table 7, the proposed increase in General Plan buildout units is estimated to generate approximately 649 additional daily trips, including 53 additional trips during the AM peak hour and 55 additional trips during the PM peak hour.

Project residential trip distribution patterns (see Figure 12 and Figure 13) were used for this analysis.

POST 2030 GENERAL PLAN BUILDOUT WITHOUT PROJECT VOLUME FORECASTS Post 2030 General Plan Buildout Without Project volume forecasts were provided by the City of Newport Beach based on the 2006 General Plan EIR. Post 2030 General Plan Buildout Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 27 and Figure 28.

POST 2030 GENERAL PLAN BUILDOUT WITH PROJECT VOLUME FORECASTS Post 2030 General Plan Buildout With Project volume forecasts were developed by adding the General Plan Comparison project trips to Post 2030 General Plan Buildout Without Project traffic volumes. Post 2030 General Plan Buildout With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 29 and Figure 30.

GENERAL PLAN COMPARISON IMPACT ASSESSMENT
ICU and Levels of Service at the applicable study intersections for General Plan Comparison: Post 2030 General Plan Buildout Without and With Project conditions are shown in Table 8. As shown in Table 8, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for Post 2030 General Plan Buildout Without and With Project conditions, except for the following intersections:
931dipi 1400 Bristol Street North Residences
Traffic Impact Analysis
44 19604

1. Campus Drive (NS) at Bristol Street North (EW)
(Both AM/PM Peak Hours)

3. Birch Street (NS) at Bristol Street North (EW)
(AM Peak Hour)

5. MacArthur Boulevard (NS) at Campus Drive (EW)
(PM Peak Hour)

6. MacArthur Boulevard (NS) at Birch Street (EW)
(PM Peak Hour)

10. Jamboree Road (NS) at Campus Drive (EW)
(PM Peak Hour)

12. Jamboree Road (NS) at Bristol Street South (EW)
(AM Peak Hour)
Table 8 also calculates the net change in ICU at the study intersections for Post 2030 General Plan Buildout With Project conditions. As shown in Table 8, the addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for Post General Plan Buildout With Project conditions and no new mitigation measures are required. 931dii
C!:
1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Table 7
General Plan Comparison Trip Generation
Trip Generation Rates
Land Use
Source'
Unite
AM Peak Hour
PM Peak Hour
Daily
% In
I % Out
Rate
% In
% Out
Rate
Multifamily Housing (Mid -Rise)
ITE 221
DU
23%
77%

0.37 61%
1 39%
1 0.39

4.54 Trips Generated
Land Use
Quantity
Unite
AM Peak Hour
PM Peak Hour
Daily
In
Out
Total
In
Out
Total
Multifamily Housing (Mid-Rise)3
143
DU
13 40
53 34
21 55
649
N otes:
(1) ITE = Institute of Transportation Engineers Trip Generation Manual (11th Edition, 2021); ### = Land Use Code (2) DU = Dwelling Units
(3) The General Plan comparison analysis evaluates an additional 143 DU to NBTM TAZ 1390. Project (230 DU) - TAZ 1390 (87 DU) = 143 DU. g:301dJ101
Irl
1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Table 8
General Plan Comparison: Post 2030 General Plan Buildout Intersection Levels of Service and Impact Assessment ID Study Intersection
Traffic
Control'
General Plan Buildout Without Project
General Plan Buildout With Project
V/C Increase
Significant
Impact?
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
V/CZ
LOSS
V/CZ
LOSS
V/CZ
LOSS
V/CZ
LOSS
AM
PM

1. Campus Dr (NS) at Bristol St North (EW)
TS

1.024
F

0.948
E

1.025
F

0.949
E
+0.001
+0.001
No

2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
TS

0.893
D

0.774
C

0.893
D

0.775
C

0.000
+0.001
No

3. Birch St (NS) at Bristol St North (EW)
TS

0.916
E

0.811
D

0.919
E

0.813
D
+0.003
+0.002
No

4. Birch St (NS) at Bristol St South (EW)
TS

0.547
A

0.625
B

0.554
A

0.627
B
+0.007
+0.002
No

5. MacArthur Blvd (NS) at Campus Dr (EW)4
TS

0.809
D

1.241
F

0.809
D

1.241
F

0.000

0.000
No

6. MacArthur Blvd (NS) at Birch St (EW)
TS

0.796
C

1.016
F

0.797
C

1.018
F
+0.001
+0.002
No

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS

0.562
A

0.682
B

0.562
A

0.684
B

0.000
+0.002
No

8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
TS

0.877
D

0.858
D

0.878
D

0.861
D
+0.001
+0.003
No

9. MacArthur Blvd (NS) at Bison Ave (EW)
TS

0.775
C

0.792
C

0.775
C

0.793
C

0.000
+0.001
No

10. Jamboree Rd (NS) at Campus Dr (EW)4
TS

0.930
E

1.180
F

0.931
E

1.182
F
+0.001
+0.002
No

11. Jamboree Rd (NS) at Bristol St North (EW)
TS

0.681
B

0.606
B

0.684
B

0.617
B
+0.003
+0.011
No

12. Jamboree Rd (NS) at Bristol St South (EW)
TS

0.942
E

0.867
D

0.947
E

0.871
D
+0.005
+0.004
No

13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) TS

0.681
B

0.667
B

0.681
B

0.667
B

0.000

0.000
No
Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. g3ldii
47 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Q;
QJyQQ- 10
D
GPI C7
V`r C
70 O
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
000 "-60 000 '-20
Site J O LO LOrnN —630 CO
Site —310
IRVINE AVE ctp yQ� QQr� or-40 1 L -50
l h> >
770 �' � 1 ' 710 �' 1
6 990� �(00� 670: ► ,onvv
200 -, co 60
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Von Karman Ave (EW) Jamboree Rd (EW)
00 `-40 000 `-170
°'�� —180 -Lo —1120
A) 1 ,r170 A) 1 wr420
40--4 ` l' 670--4Tv
1 l'170— M00 1760:rno
60� �� 160�NRca
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
00 "250 0o UNIVERSITY DR 00 �10
vY) —2010 Cl) N(0 —250
l Pr 310 1 A 1 1* 160
1370 � T l' 330 `) T P
1590— �� 270� 000
u7M 670� N� 210� MMN
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
00 `-820 0(2 170 00
� N t--1730 � C'O —840 � �
1 -480 ") 1 L "-800 ,l l
1 ��v 260 --' 1
OWN 280— p0o �N
30 N fM
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
o C m 00 000 �170
V N n cli — 110
1 ejSOA(AVE \ 1 A 1 �. -340
850 2150 --4 T l' 510 -4 T l'
© 1200� o0 570� 00 120— 000
210� �m 1020� N0 10-4 o�N
NIX
Legend
Q Study Intersection
Figure 27
Post 2030 General Plan Buildout Without Project
AM Peak Hour Intersection Turning Movement Volumes
93-ldii 1400 Bristol Street North Residences
Traffic Impact Analysis
48 19604

4Q+
Site

IRVINE AVE
STS
Campus Dr (NS)/ Campus Dr (NS)/
Bristol St N (EW) Bristol St S (EW)
oL �140 �
�o
N o — 2880 N M
l �r 540 1
550:�
T l'
00 1420o0
0� 630-,
Birch St (NS)/
Bristol St N (EW)
0000 160
CO t--1730 QA
A) 1 r-530 4
J�
Birch St (NS)/
Bristol St S (EW)
N 7
rnv
1 �
380
161490
13� o0
0�, Mo
Legend
QStudy Intersection
93')dJii
Q;
MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
Q.O
Campus Dr (EW)
Birch St (EW)
o12o `-190
0S0 W-360
��
rn�� —1470
C))�� —1020
�p
160
4? 1 L ,r 150
Q�
530
460 �' 1
700� oNON�
480� 000
160�, M�
70�, �0
S�
ejSo
\N AVE
MacArthur Blvd (NS)/
I MacArthur Blvd (NS)/
Von Karman
Ave (EW)
Jamboree Rd (EW)
o0o
`-110
000
`�180
—210
ron` o
—1570
1 L
,r860
A 1Z
,r-920
140--4
1 '
240�'
1 l'
270—
1480�
rn�N
100
70�
MacArthur
Bison Ave
NNCfl
Blvd (NS)/
(EW)
UNIVERSITY DR o0 *-50
v Cl) v
—400
A� 1 1*
r-220
330
210�
100�
NNE
Jamboree Rd (NS)/ T Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
0c000 "-530 ��
N cCli —650 0 �
A I L -360 A l
610--4
850— �oo 004 00
30- rn� rnN
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University Dr (EW)
m v rnrnC) �210
\ CO � 0
1 � 1 '. ,r340
—� 1180,4 T l' 200,' *) T -
1500— o0 110— o00
1010-4 N� 10-4 �Mm
�X
Figure 28
Post 2030 General Plan Buildout Without Project
PM Peak Hour Intersection Turning Movement Volumes
49 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

Q;
QJyQQ- 10
D
GPI C7
V`r C
70 O
MacArthur Blvd (NSu MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
ONO "-60 ONO *-20
Site J O LOrnN —630 N00°r —310
IRVINE AVE ctp yQ� QQr� or-40 1 L -50
l h> >
770�' � 1 ' 716" 1
6 990� ron(oo� 672: ► ronvv
200 �, co 60
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Von Karman Ave (EW) Jamboree Rd (EW)
ON *-40 M00 170
(0 —180 �r'n—1123
A) 1 L ,r-171 A) 1 wr420
40-) 1 - 670�
170� MC)CD 1770�
60164� N�ca
Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/
Bristol St N (EW) Bristol St S (EW) Bison Ave (EW)
00 �250 No UNIVERSITY DR o;� 'k-10
v� —2018 M� MN(0 —250
l pr 312 1 A� 1 1* 160
1370 � T l' 330:� `) T P
1593— �� 270rn�F
u7M 670� NLO 210� MMN
Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St N (EW) Campus Dr (EW) Bristol St N (EW)
00 `-828 Or170 00
oN —1740 C'O —840 T O
1 �r-502 ") 1 L "-800 x 1
1 ��v 260 --r -) 1 - 1
oN 280— pOO LO
'rN
k/ 30� N CO
Birch St (NS)/ ` Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) Bristol St S (EW) University or (EW)
0No m o0 Cl- ooco �170
VM rn N.110
1 ejSOA( AVE \ 1 A1 �. O340
850 2167,' T l' 510 � T l'
6-120103 Drn 574— o� 120— DNv
21024-4 N 10-4 ON
NIX
Legend
Q Study Intersection
Figure 29
Post 2030 General Plan Buildout With Project
AM Peak Hour Intersection Turning Movement Volumes
93')dJii 1400 Bristol Street North Residences
Traffic Impact Analysis
50 19604

IRVINE AVE
Campus Dr (NS)/
Campus Dr (NS)/
Bristol St N (EW)
Bristol St S (EW)
0�0
140
coo
N o
— 2884
N M
A� l
r-541
1 550�
T l'
00 1427—
oD�
o�:
, 630�4
�: ct
C
Birch St (NS)/ 1
Bristol St N (EW)
0000 164
CO — 1735
A) 1 542
0�
Birch St (NS)/
Bristol St S (EW)
00 rnv
1 �
380
1499� Mo
130�, MM
Legend
QStudy Intersection
Q;
C-
V`�`
a
c
G
O
MacArthur Blvd (NS)/ MacArthur Blvd (NS)/
Campus Dr (EW) Birch St (EW)
Gtvy �� o-o `-190 0�0 '-360
Site J O — 1470 ci — 1020
yQQ-�160 4�? 150
530� 1 ' 463�r 1
6 700� oMo 481� o00
1 'Q/S+x 160 -A Mao I 70 �, oo o c4
C s MacArthur Blvd (NS)/
MacArthur Blvd (NS)/
S'p !ti Von Karman Ave (EW)
Jamboree Rd (EW)
`r o0110
t'-0o 180
—210
L'OO`°N —1579
1 v--862
1 L ,r920
140
240
270
1485� rn�N
100
1 72� NNCO

UNIVERSITY DR
MacArthur Blvd (NS)/
Bison Ave (EW)
orn -50
v co-) v —400
A� 1 1* r-220
330
210� 0�v
100� NNE
Jamboree Rd (NS)/ 7 Jamboree Rd (NS)/
Campus Dr (EW) Bristol St N (EW)
CD CO C) "-530 � 0
NNE —650 oa
A� 1 L r-360 ,l l
J �
�mv 610 --r
850— ouzo Nh
�Q 30� mrn04 rnN
Jamboree Rd (NS)/ Jamboree Rd (NS)/
Bristol St S (EW) University or (EW)
m v rnrn rn�210
M—110
ejSOA(AVE \ -340
1196,4 T l' 200,' T l'
1502— °)O 110— oMo
1012-, N� 10-4 �Mm
�X
Figure 30
Post 2030 General Plan Buildout With Project
PM Peak Hour Intersection Turning Movement Volumes
51 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

9. CONGESTION MANAGEMENT PROGRAM
This section provides analysis of the project impacts at County facilities in accordance with typical Orange County Congestion Management Program (CMP) requirements.

BACKGROUND
The Orange County CMP is a result of Proposition 111, which was a statewide initiative approved by the voters in June 1990. To prevent gas tax revenues from being used to promote future development, the legislation requires that a traffic impact analysis be prepared for new development. The traffic impact analysis is prepared to monitor and mitigate traffic impacts caused by new development. In Orange County, the Measure M Growth Management Program requires similar efforts; however, compliance with the CMP is required for local jurisdictions to receive Measure M2 funds.

The Legislature requires that adjacent jurisdictions use a standard methodology for conducting a traffic impact analysis. Although details vary from one county to another, the general approach selected by each county for conducting traffic impact analyses has common elements. The Orange County CMP uses the Intersection Capacity Utilization methodology for analysis of intersections within the designated CMP roadway system.

CMP-MONITORED INTERSECTIONS
The following intersections in the City of Newport Beach are part of the CMP Highway System that require monitoring to ensure that Level of Service standards are maintained:
■ Newport Boulevard at Coast Highway
■ MacArthur Boulevard at Jamboree Road
■ MacArthur Boulevard at Coast Highway

REQUIREMENTS FOR IMPROVEMENTS
To determine whether the addition of project -generated trips results in an operational impact at a CMP study intersection, and thus requires improvements, the Orange County CMP utilizes the following requirements:
■ An operational project impact is defined to occur when a proposed project is forecast to increase traffic demand at a CMP study facility by more than three percent of capacity (V/C > 0.03), causing or worsening Level of Service F (V/C > 1.00).

CRITERIA FOR PREPARATION OF CMP IMPACT ANALYSIS
The Orange County CMP uses the following criteria to determine if a proposed development requires analysis:
■ Development projects forecast to generate 2,400 daily trips or more and have indirect access to a CMP facility; or development projects forecast to generate 1,600 daily trips or more and have direct access to a CMP facility; or
■ Projects with a potential to create an impact of more than three percent of Level of Service E capacity.

Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis.
93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
52 19604

10. SITE ACCESS AND CIRCULATION
This section includes a description of project improvements necessary to provide site access and an evaluation of site access and circulation. The following section is based on the site plan used in this traffic impact analysis.

SITE ACCESS
Vehicular access is proposed to be maintained at Spruce Street with the existing project driveway on Bristol Street North relocated approximately 65 feet to the northwest. Since Bristol Street North is a one-way street, the relocated project driveway at Bristol Street North will continue to provide right turn in/out only access.

Based on the forecast project trip distribution patterns, the majority of the project trips, particularly resident trips during the AM/PM peak hours, are expected to access the site via the project driveway at Bristol Street North. Bristol Street North is a three -lane arterial roadway at the project driveway that connects with other arterial and regional roadway facilities. Westbound traffic along Bristol Street North at the project driveway will operate in free -flow conditions. Right turns into the project site from Bristol Street North will have no conflicting vehicular movements and are therefore expected to cause minimal to no delays along Bristol Street North.

ON -SITE CIRCULATION
The proposed project site plan indicates on -site subterranean drive aisles will be a typical minimum of 26 feet along the drive aisles with perpendicular parking spaces, which is generally adequate for two-way circulation and provides sufficient space for most vehicles to back out and conveniently exit the parking stall. The project site plan proposes drive aisles from Bristol Street North and Spruce Street that terminate at parking garage entrances/exits with perpendicular parking and drive aisles within the parking garage. The final parking layout and circulation will be reviewed and approved by the City of Newport Beach.

In accordance with the City of Newport Beach Municipal Code development standards for parking areas (Section 20.40.070.A.1c), both project driveways provide a minimum set back of five (5) feet between the property line and the first parking space accessed from a public street (within the parking garage). Additionally, the two basement level parking layouts proposed allow for full circulation with no dead-end drive aisles. The only dead-end drive aisle located on the proposed ground floor parking layout includes a turnaround parking space.
931dii
53 1400 Bristol Street North Residences
Traffic Impact Analysis
19604

11. VEHICLE MILES TRAVELED

BACKGROUND
California Senate Bill 743 (SB 743) directs the State Office of Planning and Research (OPR) to amend the California Environmental Quality Act (CEQA) Guidelines for evaluating transportation impacts to provide alternatives to Level of Service that "promote the reduction of greenhouse gas emissions, the development of multimodal transportation networks, and a diversity of land uses." In December 2018, the California Natural Resources Agency certified and adopted the updated CEQA Guidelines package. The amended CEQA Guidelines, specifically Section 15064.3, recommend the use of Vehicle Miles Travelled (VMT) as the primary metric for the evaluation of transportation impacts associated with land use and transportation projects. In general terms, VMT quantifies the amount and distance of automobile travel attributable to a project or region.

All agencies and projects State-wide are required to utilize the updated CEQA guidelines recommending use of VMT for evaluating transportation impacts as of July 1, 2020.

The updated CEQA Guidelines allow for lead agency discretion in establishing methodologies and thresholds provided there is substantial evidence to demonstrate that the established procedures promote the intended goals of the legislation. Where quantitative models or methods are unavailable, Section 15064.3 allows agencies to assess VMT qualitatively using factors such as availability of transit and proximity to other destinations. The Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA (State of California, December 2018) ["OPR Technical Advisory"] provides technical considerations regarding methodologies and thresholds with a focus on office, residential, and retail developments as these projects tend to have the greatest influence on VMT.

VMT ASSESSMENT AND SCREENING
The project VMT impact has been assessed in accordance with guidance provided by the City of Newport Beach SB743 Implementation (April 6, 2020) ["the City VMT Guidelines"] and City Council Policy K-3. The transportation guidelines provide a framework for "screening thresholds" for certain projects that are expected to cause a less than significant impact without conducting a detailed VMT study. The proposed project is considered a residential land use.

The City VMT Guidelines contain a map of VMT per capita for all existing Newport Beach residential areas (see Appendix F). VMT per capita in each area is compared to the regional average VMT per capita for Orange County. This map shows areas where residential development have a VMT per capita lower than the Orange County regional average and may therefore be presumed to result in a less than significant VMT impact based on guidance provided in the OPR Technical Advisory.

The proposed project is in an area with low residential VMT per capita. Therefore, the proposed project is presumed to have a less than significant impact on VMT since it satisfies the City -established screening criteria. No additional VMT modeling or mitigation measures are required. 93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
54 19604

12. CONCLUSIONS
This section summarizes the findings and mitigation measures (if any) identified in previous sections of this study.

PROJECT TRIP GENERATION
The existing project site land use is estimated per Table 2 to generate approximately 420 daily trips, including 59 trips during the AM peak hour and 56 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,044 daily trips, including 85 trips during the AM peak hour and 90 trips during the PM peak hour. Therefore, the proposed project is forecast to result in a net increase of approximately 624 net new daily trips, including 26 net new trips during the AM peak hour and 34 net new trips during the PM peak hour.

TPO IMPACT ANALYSIS
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2027 With Project conditions and no improvements are required.

CEQA YEAR 2027 IMPACT ANALYSIS
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for CEQA Year 2027 With Project conditions and no new mitigation measures are required.

CEQA GENERAL PLAN COMPARISON IMPACT ANALYSIS
The addition of project -generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no significant Level of Service impacts at the study intersections for General Plan Comparison: Post 2030 General Plan Buildout With Project conditions and no new mitigation measures are required.

VMT SCREENING
The proposed project is located in an area with VMT per capita lower than the Orange County regional average for residential use. Per the City VMT Guidelines, the project is therefore presumed to have a less than significant impact on VMT.

CONGESTION MANAGEMENT PROGRAM
Since the proposed project has indirect access to a CM facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis.

SITE ACCESS AND CIRCULATION
Vehicular access is proposed to be maintained at Spruce Street with the existing project driveway on Bristol Street North relocated approximately 65 feet to the northwest. Since Bristol Street North is a one-way street, the relocated project driveway at Bristol Street North will continue to provide right turn in/out only access. 93rldipi 1400 Bristol Street North Residences
Traffic Impact Analysis
55 19604

The project driveway at Spruce Street will continue to provide full access. Based on review of the adjacent development and lane configurations along Bristol Street North and Spruce Street, the existing lane configurations are anticipated to provide adequate circulation. 931dii
Orr
1400 Bristol Street North Residences
Traffic Impact Analysis
19604

UT-3-TUTIMU

GLOSSARY
Apx-2

ACRONYMS
AC
Acres
ADT
Average Daily Traffic
Caltrans
California Department of Transportation
DU
Dwelling Unit
ICU
Intersection Capacity Utilization
GFA
Gross Floor Area
LOS
Level of Service
PCE
Passenger Car Equivalent
SP
Service Population
TSF
Thousand Square Feet
V/C
Volume/Capacity
VMT
Vehicle Miles Traveled
TERMS
ACTUATED SIGNAL CONTROL: A type of traffic signal control in which display of each phase depends on whether the corresponding phase detector has registered a service call or the phase is on recall.

ACTUATION: Detection of a roadway user that is forwarded to the signal controller.

AVERAGE DAILY TRAFFIC: The average 24-hour volume for a stated period divided by the number of days in that period. For example, Annual Average Daily Traffic is the total volume during a year divided by 365 days.

BANDWIDTH: The number of seconds of green time available for through traffic in a signal progression.

BOTTLENECK: A point of constriction along a roadway that limits the amount of traffic that can proceed downstream from its location.

CALL: An indication within a signal controller that a particular phase is waiting for service, either through actuation from a roadway user or phase recall.

CAPACITY: The maximum number of vehicles that can be reasonably expected to pass through a roadway facility during a specified period.

CHANNELIZATION: The separation of conflicting traffic movements by use of pavement markings, raised curbs, or other suitable means to facilitate free flow movement.

CLEARANCE INTERVAL: Equal to the yellow plus all -red time, if any, when a traffic signal changes between phases (i.e., the amount of time between the end of a green light from one movement to the beginning of a green light for the next).

COORDINATED SIGNAL CONTROL: A type of traffic signal control in which non -coordinated phases associated with minor movements are constrained such that the coordinated phases are served at a specific time during the signal cycle, thus maintaining the efficient progression of traffic flow along the major roadway.

CONTROL DELAY: The portion of delay attributed to the intersection traffic control (such as a traffic signal or stop sign). It includes initial deceleration, queue move -up time, stopped delay, and final acceleration delay.

CORDON: An imaginary boundary line around or across a study area across which vehicles, persons, or other information can be collected for survey and analytical purposes.

Apx-3

CORNER SIGHT DISTANCE: The minimum sight distance required by the driver of a vehicle to cross or enter the lanes of the major roadway without requiring approaching traffic traveling at a given speed to radically alter their speed or trajectory.

CYCLE: A complete sequence of signal indications for all phases.

CYCLE LENGTH: The total time for a traffic signal to complete one full cycle.

DAILY CAPACITY: A theoretical value representing the daily traffic volume that will typically result in a peak hour volume equal to the capacity of the roadway.

DELAY: The total additional travel time experienced by a roadway user (driver, passenger, bicyclist, or pedestrian) beyond that required to travel at a desired speed.

DENSITY: The number of vehicles occupying in a unit length of the through traffic lanes of a roadway at any given instant. Usually expressed in vehicles per mile.

DETECTOR: A device used to count or determine the presence of a roadway user.

DESIGN SPEED: A speed used for purposes of designing horizontal and vertical alignments of a highway.

DIRECTIONAL SPLIT: The percent of two-way traffic traveling in a specified direction.

DIVERSION: The rerouting of traffic from a normal path of travel between two points, such as to avoid congestion or perform a secondary trip.

FREE FLOW: Traffic flow that is unaffected by a traffic control and/or or upstream or downstream conditions.

GAP: Time or distance between two vehicles measured from rear bumper of the front vehicle to front bumper of the second vehicle.

GAP ACCEPTANCE: The method by which a driver accepts an available gap in traffic to enter or cross the road.

HEADWAY: Time or distance between two successive vehicles measured from same point on both vehicles (i.e., front bumper to front bumper).

LEVEL OF SERVICE: A grading scale of quantitative performance measures representing the quality of service of a transportation facility or service from an average traveler's perspective.

LOOP DETECTOR: A vehicle detector consisting of a loop of wire embedded in the roadway, energized by alternating current and producing an output circuit closure when passed over by a vehicle.

MULTI -MODAL: More than one mode, such as automobile, transit, bicycle, and pedestrian.

OFFSET: The time interval between the beginning of a traffic signal cycle at one intersection and the beginning of signal cycle an adjacent intersection.

PLATOON: A set of vehicles traveling at similar speed and moving as a general group with clear separation between other vehicles ahead and behind.

PASSENGER CAR EQUIVALENT: A metric used to assess the impact of larger vehicles, such as trucks, recreational vehicles, and buses, by converting the traffic volume of larger vehicles to an equivalent number of passenger cars.

Apx-4

PEDESTRIAN CLEARANCE INTERVAL: Also known as the "Flashing Don't Walk" interval, it signals the end of pedestrian entry into the crosswalk following the "Walk" indication and provides time for pedestrians who have already entered the crosswalk to finishing crossing.

PEAK HOUR: The hour within a day in which the maximum volume occurs.

PEAK HOUR FACTOR: The peak hour volume divided by the four times the peak 15-minute flow rate. This PHASE: In traffic signals, the green, yellow, and red clearance intervals assigned to a specified traffic movement.

PRETIMED SIGNAL: A traffic signal operation in which the cycle length, phasing sequence, and phasing times are predetermined and fixed, regardless of actual demand for any given traffic movement. Also known as a fixed time signal.

PROGRESSION: The coordinated movement of vehicles through signalized intersections along a corridor.

QUEUE: The number of vehicles waiting at a service area such as a traffic signal, stop sign, or access gate.

QUEUE LENGTH: The length of vehicle queue, typically expressed in feet, waiting at a service area such as a traffic signal, stop sign, or access gate.

RECALL: A signal phasing operation in which a specified phase places a call to the signal controller each time a conflicting phase is served, thus ensuring the specified phase will be serviced again.

SEMI -ACTUATED CONTROL: A type of traffic signal control in which only the minor movements are provided detection.

SIGHT DISTANCE: The continuous length of roadway visible to a driver or roadway user.

STACKING DISTANCE: The length of area available behind a service area, such as a traffic signal or gate, for vehicle queuing to occur.

STOPPING SIGHT DISTANCE: The minimum distance required by the driver of a vehicle traveling at a given speed to bring the vehicle to a stop after an object on the road becomes visible, including reaction and response time.

TRIP OR TRIP END: The one -directional movement of a person or vehicle. Every trip has an origin and a destination at its respective ends (i.e., trip ends). In terms of site trip generation, the same vehicle entering and exiting a site generates two trips: one inbound trip and one outbound trip.

TRIP GENERATION RATE: The rate at which a land use generates trips per the specified land use variable, such per dwelling unit or per thousand square feet.

TRUCK: A heavy motor vehicle generally used for transporting goods.

VEHICLE MILES TRAVELED: A measure of the amount and distance of automobile travel essentially calculated as the sum of each trip times the trip length.

Apx-5

VOLUME COUNT WORKSHEETS
Apx-6

City: Newport Beach
N-S Direction : Campus Dr
E-W Direction: Bristol St N
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(',mi inc Prinfari_ Ti irninn Mnvamanfe
File Name : BR 4172
Site Code : 00000000
Start Date : 3/30/2022
Page No : 1
Campus
Dr
Bristol St N
Campus
Dr
Bristol St N
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
U Turn
Right
Thru Left
U Turn
Right
Thru
Left
U Turn
Right
Thru Left I
U Turn
Int. Total
07:00
32 40
0 0
20 117 33
0 0
102
76 0
0 0 0
0 420
07:15
38 49
0 0
23 116 18
0 0
120
76 0
0 0 0
0 440
07:30
48 53
0 0
25 122 33
0 0
161
84 0
0 0 0
0 526
07:45
52 82
0 0
41 190 53
0 0
206
102
0 0
0 0
0 726
Total
170
224
0 0
109
545 137
0 0
589
338
0 0
0 0
0 2112
08:00
43 72
0 0
34 167 66
0 0
250
89 0
0 0 0
0 721
08:15
59 65
0 0
38 201 55
0 0
244
107
0 0
0 0
0 769
08:30
65 57
0 0
39 248 61
0 0
225
112
0 0
0 0
0 807
08:45
59 60
0 0
56 242 70
0 0
242
110
0 0
0 0
0 839
Total
226
254
0 0
167
858 252
0 0
961
418
0 0
0 0
0 3136
16:30
16:45
149
138
116
111
0 0
0 0
15 38
380
417
78 0
80 0
0 0
141
132
140 0
140 0
0 0
0 0
0 0
0 0
1019
1056
Total
287
227
0 0
53 797
158 0
0 273
280 0
0 0
0 0
2075
17:00
248
178
0 0
21 463
40 0
0 160
165 0
0 0
0 0
1275
17:15
233
148
0 0
30 404
81 0
0 144
100 0
0 0
0 0
1140
17:30
194
138
0 0
18 413
77 0
0 121
116 0
0 0
0 0
1077
17:45
179
135
0 0
17 369
84 0
0 118
106 0
0 0
0 0
0 0
0 0
1008
Total
854 599 0 0
86 1649 282 0
0 543 487 0
4500
18:00
124
110
0 0
22 334
57 0
0 96
99 0
0 0
0 0
842
18:15
109
74 0 0
16 251
49 0
0 101
110 0
0 0
0 0
710
Grand Total
1770
1488
0 0
453
4434
935 0
0 2563
1732 0
0 0
0 0
13375
Apprch %

54.3 45.7
0 0

7.8 76.2

16.1 0
0 59.7

40.3 0
0 0
0 0
Total %

13.2 11.1
0 0

3.4 33.2
7 0
0 19.2

12.9 0
0 0
0 0
Apx-7

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Campus Dr
E-W Direction: Bristol St N
File Name
: BR 4172
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 2
Campus Dr
Southbound
Bristol St N
Westbound
Campus Dr
Northbound
Bristol St N
Eastbound
Start Time
Right I Thru Left I. Tum App. Total
Right I Thru I Left I U Tum I App. ToWl
Right I Thru I Left U Turn LAPP. Trn l
Right I Thru I Left I U Tum I App. TM l
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
43 72
0 0
115
34 167
66 0
267
0 250
89 0
339
0 0
0 0
0 721
08:15
59 65
0 0
124
38 201
55 0
294
0 244
107
0 351
0 0
0 0
0 769
08:30
65 248
61 0
348
0 225
112
08:45
59 60
0 0
119
56 242
70 0
368
0 242
110
0 352
0 0
0 0
0 839
Total volume
226
254
0 0
480
167
858
252
0 1277
0 961
418
0 1379
0 0
0 0
0 3136
A. Total

47.1 52.9
0 0

13.1 67.2

19.7 0
0 69.7

30.3 0
0 0
0 0
PHF
.869
.882
.000
.000
.968
.746
.865
.900
.000
.868
.000
.961
.933
.000
.979
.006
.000
.000
.000
.000
.934
Campus Dr
Out In Total
1128 480 1608
2261 2541 01 0
Right ThruLe, ft
Turn
Peak Hour Data
a
� �
A,
1 A,
o
Z
o
o 2
L__I,
North
W
W
OD5
N
0 Peak Hour Begins at 08:00
3 0!
V
TurningMovements
N
z
3 O
`
7 3 C
�l L
H
3 �
V
TF� u
Left Thru Ri ht Turn
418 961 01 0
506 E479 1885
Out In Total
Apx-8

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Campus Dr
E-W Direction: Bristol St N
File Name
: BR 4172
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 3
Campus Dr
Bristol St N
Campus Dr
Bristol St N
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
uTum
App. Total
Right
Thru
Left
UTum
App. Total
Right
Thru
Left
urum
App. Thal
Right
Thru
Left
UTum
App. To al
MI. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45
138
111
0 0
249
38 535
0 132
140
0 272
0 0
0 0
0 1056
17:00
248
178
0 0
426
21 463
40 0
524
0 160
165
325
0 0
0 0
0 1275
17:15
233
148
0 0
381
30 404
81 17:30
194
138
0 0
332
18 413
77 0
508
0 121
116
0 237
0 0
0 0
0 1077
Total volume
813
575
0 0
1388
107
1697
278
0 2082
0 557
521
0 1078
0 0
0 0
0 4548
A. Total

58.6 41.4
0 0

5.1 81.5

13.4 0
0 51.7

48.3 0
0 0
0 0
PHF
.820
.808
.000
.000
.815
.764
.916
.858
.000
.973
.000
.870
.789
.000
.829
.006
.000
.000
.000
.000
.892
Campus Dr
Out In Total
664 1388 2052
8131 5751 01 0
Right T,u Le, ft
Turn
Peak Hour Data
o
o�
o�
_
* A
O
Z o
o
2 North
o ~
5 c
O~
Peak Hour Begins at 16:45
c V
ono
0 5
N
'L
Turnin Movements
C N
-
N -
Z
M
3�
O M
`
7 C
W N
�O
H
3 N
u
Left Thru Ri ht Turn
521 557 01 0
853 E478 1931
Out In Total
Apx-9

City : Newport Beach
N-S Direction : Campus Dr, Irvine Ave
E-W Direction: Bristol St S
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(-rniine Prinfarl_ Tiirninn Mnvemenfe
File Name
: BR 4155
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 1
Campus Dr,
Bristol St S
Irvine Ave
Bristol St S
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru Left
u rum
Right
Thru Left
u Turn
Right
Thru Left
u Turn
Right
Thru Left
u Turn
Int. Total
07:00
0 65 13
0 0
0 0
0 33
80 0
0 83
211 94
0 579
07:15
0 61 12
0 0
0 0
0 30
103 0
0 83
226 103
0 618
07:30
0 89 8
0 0
0 0
0 52
122 0
0 87
279 124
0 761
07:45
0 89 14
0 0
0 0
0 57
139 0
0 102
339 156
0 896
Total
0 304 47
0 0
0 0
0 172
444 0
0 355
1055 477
0 2854
08:00
0 137 28
0 0
0 0
0 44
176 0
0 103
284 163
0 935
08:15
0 104 18
0 0
0 0
0 50
187 0
0 127
288 180
0 954
08:30
0 112 19
0 0
0 0
0 55
168 0
0 107
342 169
0 972
08:45
0 104 22
0 0
0 0
0 50
167 0
0 116
378 170
0 1007
Total
0 457 87
0 0
0 0
0 199
698 0
0 453
1292 682
0 3868
16:30
0 166
27 0
0 0
0 0
64 161
0 0
113
210
104
0 845
16:45
0 162
27 0
0 0
0 0
61 155
0 0
125
190
127
0 847
Total
0 328
54 0
0 0
0 0
125
316
0 0
238
400
231
0 1692
17:00
0 171
32 0
0 0
0 0
78 218
0 0
111
219
112
0 941
17:15
0 195
37 0
0 0
0 0
59 158
0 0
136
203
92 0
880
17:30
0 184
37 0
0 0
0 0
65 165
0 0
106
217
71 0
845
17:45
0 195
24 1
0 0
0 0
55 131
0 0
99 204
83 0
792
Total
0 745
130
1 0
0 0
0 257
672
0 0
452
843
358
0 3458
18:00
0 152
22 0
0 0
0 0
51 140
0 0
111
167
79 0
722
18:15
0 102
23 0
0 0
0 0
58 131
0 0
114
161
65 0
654
Grand Total
0 2088
363
1 0
0 0
0 862
2401
0 0
1723
3918
1892
0 13248
Apprch %
0 85.2

14.8 0
0 0
0 0

26.4 73.6
0 0

22.9 52

25.1 0
Total %
0 15.8

2.7 0
0 0
0 0

6.5 18.1
0 0
13 29.6

14.3 0
Apx-10

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Campus Dr, Irvine Ave
E-W Direction: Bristol St S
File Name
: BR 4155
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 2
Campus Dr,
Southbound
Bristol St S
Westbound
Irvine Ave
Northbound
Bristol St S
Eastbound
Start Time
Right I Thru Left I u rum I App. Total
Right I Thru I Left I U Tum I App. ToWl
Right I Thru Left U Turn LAPP. Trn l
Right I Thru I Left I U Tum I App. TM l
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
0 137
28 165
0 0
0 0
0 44
176
0 0
220
103
284
163
0 550
935
08:15
0 104
18 0
122
0 0
0 0
0 50
187
0 0
237
127
180
08:30
0 112
19 0
131
0 0
0 0
0 55
168
0 0
223
107
342
169
0 618
972
08:45
0 104
22 0
126
0 0
0 0
0 50
167
0 0
217
116
378
170
0 664
1007
Total Volume
0 457
87 0
544
0 0
0 0
0 199
698
0 0
897
453
1292
682
0 2427
3868
11, App. Total
0 84
16 0
0 0
0 0

22.2 77.8
0 0

18.7 53.2

28.1 0
PHF
.000
.834
.777
.000
.824
.000
.000
.000
.000
.000
.905
.933
.000
.000
.946
.892
.854
.947
.000
.914
.960
Campus Dr,
Out In Total
1380 544 1924
01 4571 87 0
Right ThruLe, ft
Turn
Peak Hour Data
(�6 N
O N
H
00 O J
T !
`ro
S O
O
V ti
c1
rn
North
OD
o a
M
Peak Hour Begins at 08:00
3 °
00 Turnina Movements
o
rn
O
No
7 3 C
v
H
3 U
Left Thru Ri ht Turn
0 698 199 0
910 7j67 1807
Out In Total
Apx-11

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Campus Dr, Irvine Ave
E-W Direction: Bristol St S
File Name
: BR 4155
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 3
Campus Dr,
Bristol St S
Irvine Ave
Bristol St S
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Tutu
Right
Thru
Left
u turn
App. TOWI
Right
Thru
Left
U Turn
App. Trnal
Int. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30
0 166
27 0
193
0 0
0 0
0 64
161
0 0
225
113
210
104
0 427
845
16:45
0 162
27 0
189
0 0
0 0
0 61
155
0 0
216
125
190
127
442
847
17:00
0 171
32 0
203
0 0
0 0
0 78
218
0 0
296
111
219
112
0 442
941
17:15
0 195
37 232
0 0
0 0
0 59
158
0 0
217
136
Total Volume
0 694
123
0 817
0 0
0 0
0 262
692
0 0
954
485
822
435
0 1742
3513
A. Total
1 0

84.9 15.1
0 0
0 0
0 27.5

72.5 0
0 27.8

47.2 25
0 PHF
1 .000
.890
.831
.000
.880
.000
.000
.000
.000
.000
.840
.794
.000
.000
.806
.892
.938
.856
.000
.985
1 .933
Campus Dr,
Out In Total
1127 Fff 719474
01 6941 1231 0
Right Thru Leftu
1 Turn
Peak Hour Data
H
aJ��
T
t-2 0
V O
N
N 2
N
North
W
U) C
o —
~
,o
Peak Hour Begins at 16:30
C 0
N
°
y
„
mr
Turning Movements
r-
0 U)C
7�
0 0
O
L
7 1
300)
N O
f—
7 0
v
+-1 T F+ U
Left Thru Ri ht Turn
0 692 262 0
1179 954 2133
Out In Total
A.

Apx-12

City: Newport Beach
N-S Direction : Birch St
E-W Direction: Bristol St N
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(',mi inc Prinfari_ Ti irninn Mnvamanfe
File Name : BR 4175
Site Code : 00000000
Start Date : 3/30/2022
Page No : 1
Birch St
Bristol St N
Birch St
Bristol St N
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru Left
U Turn
Right
Thru Left
U Turn
Right
ThruT Left
U Turn
Right
Thru Left
U Turn
Int. Total
07:00
27 10 0
0 18
142 27
0 0
66 12
0 0
0 0
0 302
07:15
17 24 0
0 11
132 36
0 0
99 11
0 0
0 0
0 330
07:30
19 16 0
0 15
163 41
0 0
102 17
0 0
0 0
0 373
07:45
15 25 0
0 25
69 266 67
703 171
0 0
0 0
134 19
401 59
0 0
0 0 0
0 551
Total
78 75 0 0
0 0 0 0
1556
08:00
22 27 0
0 40
239 76
0 0
140 22
0 0
0 0
0 566
08:15
25 24 0
0 30
267 81
0 0
161 11
0 0
0 0
0 599
08:30
32 33 0
0 32
322 88
0 0
167 23
0 0
0 0
0 697
08:45
31 35 0
0 47
333 115
0 0
156 22
0 0
0 0
0 739
Total
110
119 0
0 149
1161 360
0 0
624 78
0 0
0 0
0 2601
16:30
16:45
121
134
54 64
0 0
0 0
33 27
371
369
86 0
94 0
0 0
66 78
34 0
50 0
0 0
0 0
0 0
0 0
765
816
Total
255
118
0 0
60 740
180 0
0 144
84 0
0 0
0 0
1581
17:00
164
79 0 0
26 373
93 0
0 75
42 0
0 0
0 0
852
17:15
94 54
0 0
32 390
102 0
0 58
35 0
0 0
0 0
765
17:30
114
62 0 0
25 405
81 0
0 55
26 0
0 0
0 0
768
17:45
110
58 0 0
16 343
61 0
0 51
16 0
0 0
0 0
0 0
0 0
655
Total
482 253 0 0
99 1511 337 0
0 239 119 0
3040
18:00
92 51
0 0
16 290
59 0
0 40
32 0
0 0
0 0
580
18:15
83 29
0 0
18 222
55 0
0 48
20 0
0 0
0 0
475
Grand Total
1100
645
0 0
411
4627
1162 0
0 1496
392 0
0 0
0 0
9833
Apprch %
63 37
0 0

6.6 74.6

18.7 0
0 79.2

20.8 0
0 0
0 0
Total %

11.2 6.6
0 0

4.2 47.1

11.8 0
0 15.2
4 0
0 0
0 0
Apx-13

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Birch St
E-W Direction: Bristol St N
File Name
: BR 4175
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 2
Birch St
Southbound
Bristol St N
Westbound
Birch St
Northbound
Bristol St N
Eastbound
Start Time
Ri ht Thru Left u rum n . TMa
Right Thru Left U Tum . To el
Right Thru Left U Turn LAPP. Trnei
Right Thru Left U Tum App. TM l
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
22 27
0 0
49 40
239
76 0
355
0 140
22 0
162
0 0
0 0
0 566
08:15
25 24
0 0
49 30
267
81 0
378
0 161
11 0
172
0 0
0 0
0 599
08:30
32 167
23 190
0 0
0 0
0 697
08:45
31 35
0 0
66 47
333
115
495
0 156
22 0
178
0 0
0 0
0 739
Total volume
110
119
0 0
229
149
1161
360
0 1670
0 624
78 0
702
0 0
0 0
0 2601
A. Total
48 52
0 0

8.9 69.5

21.6 0
0 88.9

11.1 0
0 0
0 0
PHF
.859
.850
.000
.000
.867
.793
.872
.783
.000
.843
.000
.934
.848
.000
.924
.006
.000
.000
.000
.000
r .880
Birch St
Out In Total
773 229 1 1002
11ol 1191 01 0
Right Thru Left
,
u
1 � Turn
Peak Hour Data
M
A,
o
.
o
North
o
0 0
Peak Hour Begins at 08:00
3 °
O
m` rn
+
Turning Movements
o
Z
7 M
O
O
`
>>
C
J80
3 —
T F� U
Left Thru Ri ht Turn
78 624 01 0
479 7 702 F1181
Out In Total
st
Apx-14

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Birch St
E-W Direction: Bristol St N
File Name
: BR 4175
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 3
Birch St
Bristol St N
Birch St
Bristol St N
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
UTum
App. Total
Right
Thru
Left
UTum
App. Total
Right
Thru
Left
UTurn
Apt. Total
Right
Thru
Left
UTum
App.Total
MI. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45
134
64 0
0 198
27 369
94 0
490
0 78
50 128
0 0
0 0
0 816
17:00
164
79 0
0 243
26 373
93 0
492
0 75
42 0
117
0 0
0 0
0 852
17:15
94 54
0 0
148
32 102
524
0 58
35 0
93 0
0 0
0 0
765
17:30
114
62 0
0 176
25 405
81 0
511
0 55
26 0
81 0
0 0
0 0
768
Total volume
506
259
0 0
765
110
1537
370
0 2017
0 266
153
0 419
0 0
0 0
0 3201
A. Total

66.1 33.9
0 0

5.5 76.2

18.3 0
0 63.5

36.5 0
0 0
0 0
PHF
.771
.820
.000
.000
.787
.859
.949
.907
.000
.962
.000
.853
.765
.000
.818
.006
.000
.000
.000
.000
.939
Birch St
Out In Total
376 765 1141
5061 2591 01 0
Right T,u Le, ft
Turn
Peak Hour Data
a
A,
�0
Z
Z o
o
2 t�
North
W
C
—
C V
N
o
o
Peak Hour Begins at 16:45
5 °
1-4
N
Lrn--,
r
m`
x +
Turnin Movements
W
o
Z
rn
O N
O E
p
7 7
C C
w
H
3 O
v
U
Left Thru Ri ht Turn
153 266 01 0
629 419 1048
Out In Total
Birch ,
st
Apx-15

City : Newport Beach
N-S Direction : Birch St
E-W Direction: Bristol St S
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(-rniine Prinfarl_ Tiirninn Mnvemenfe
File Name
: BR 4160
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 1
Birch St
Bristol St S
Birch St
Bristol St S
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru Left
u rum
Right
Thru Left
u Turn
Right
Thru Left
u Turn
Right
Thru Left
u Turn
Int. Total
07:00
0 25 13
0 0
0 0
0 25
12 0
0 25
166 71
0 337
07:15
0 30 15
0 0
0 0
0 30
16 0
0 20
184 76
0 371
07:30
0 34 27
0 0
0 0
0 45
41 0
0 28
222 84
0 481
07:45
0 58 25
0 0
0 0
0 57
45 0
0 40
242 111
0 578
Total
0 147 80
0 0
0 0
0 157
114 0
0 113
814 342
0 1767
08:00
0 73 26
0 0
0 0
0 49
55 0
0 45
219 99
0 566
08:15
0 73 26
0 0
0 0
0 53
52 0
0 40
224 115
0 583
08:30
0 86 37
0 0
0 0
0 67
48 0
0 57
218 153
0 666
08:45
0 109 40
0 0
0 0
0 71
56 0
0 52
244 129
0 701
Total
0 341 129
0 0
0 0
0 240
211 0
0 194
905 496
0 2516
16:30
16:45
0 0
67 109
53 0
50 0
0 0
0 0
0 0
0 0
73 64
60 63
0 0
0 0
38 22
211
209
49 0
62 0
551
579
Total
0 176
103 0
0 0
0 0
137
123
0 0
60 420
111 0
1130
17:00
0 110
55 0
0 0
0 0
80 81
0 0
28 246
45 0
645
17:15
0 127
40 0
0 0
0 0
47 48
0 0
23 237
46 0
568
17:30
0 96
38 0
0 0
0 0
59 42
0 0
30 241
39 0
545
17:45
0 87
39 0
0 0
0 0
60 28
0 0
28 240
41 0
523
Total
0 420
172 0
0 0
0 0
246
199
0 0
109
964
171 0
2281
18:00
0 57
41 0
0 0
0 0
32 38
0 0
21 199
26 0
414
18:15
0 59
38 0
0 0
0 0
46 38
0 0
20 195
39 0
435
Grand Total
0 1200
563 0
0 0
0 0
858
723
0 0
517
3497
1185 0
8543
Apprch %
0 68.1

31.9 0
0 0
0 0

54.3 45.7
0 0

9.9 67.3

22.8 0
Total %
0 14

6.6 0
0 0
0 0
10 8.5
0 0

6.1 40.9

13.9 0
Apx-16

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Birch St
E-W Direction: Bristol St S
File Name
: BR 4160
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 2
Birch St
Southbound
Bristol St S
Westbound
Birch St
Northbound
Bristol St S
Eastbound
Start Time
Ri ht Thru Left u rum n . TMa
Right Thru Left U Tum . To el
Right Thru Left U Turn LAPP. Trnei
Right Thru Left U Tum App. TM l
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
0 73
26 0
99 0
0 0
0 0
49 55
0 0
104
45 219
99 0
363
566
08:15
0 73
26 0
99 0
0 0
0 0
53 52
0 0
105
40 224
115
0 379
583
08:30
0 86
37 0
123
0 0
0 0
0 67
48 0
0 115
57 153
428
666
08:45
0 109
40 149
0 0
0 0
0 71
56 0
0 127
52 244
129
0 425
701
Total volume
0 341
129
0 470
0 0
0 0
0 240
211
0 0
451
194
905
496
0 1595
2516
11, App. Total
0 72.6

27.4 0
0 0
0 0

53.2 46.8
0 0

12.2 56.7

31.1 0
PHF
.000
.782
.806
.000
.789
.000
.000
.000
.000
.000
.845
.942
.000
.000
.888
.851
.927
.810
.000
.932
.897
Birch St
Out In Total
707 470 1177
01 3411 1291 0
Right Thru Left
,
u
1 � Turn
Peak Hour Data
75�
o u7
CE=-
v J
O
w
,o
a)
North
U) S M
~
C
p
o
Peak Hour Begins at 08:00
3 °
00 rnt
Turning Movements
r
o
o Cn
o
O
E
7 C C
N°
—4 Q)
H
3 O
? —
U
Left Thru Ri ht Turn
0 211 240 0
535 7 451 986
Out In Total
st
Apx-17

Tutu
Right
Thru
Left
u turn
App. TMaI
Right
Thru
Left
U TurnApp.

Trnal
Int. Total
Peak Hour Analysis From 16:30 to 18:15 -Peak lot 1
Peak Hour for Entire Intersection Begins at 16:30
16:30
0 67
53 0 120
0 16:45
0 109
50 0 159
0 17:00
0 110
55 0 165
0 17:15
0 127
40 0 167
0 Total volume
0 413
198
0 611
0 0 0 0 0 73 60 0 0 133 38
0 0 0 0 64 63 0 0 127 22 209 62 0 293 579
0 0 0 0 80 81 0 0 161 28 246 45 0 319 645
0 0 0 0 47 48 0 0 95 23 237 46 0 306 568
0 0 0 0 264 252 0 0 516 111 903 202 0 1216 2343
0 0 0 51.2 48.8 0 0 9.1 74.3 16.6 0
Birch St
Out In Total
454 6111 1065
01 4131 1981 0
Right Thru
Le, ft Turn
Peak Hour Data
North
Peak Hour Begins at 16:30
Turnina Movements
+_1 T F►
Left Thru Ri ht Turn
0 252 264 0
524 7jj6l 71—OW
Out In Total
Rirrh Ct
Apx-18

City: NEWPORT BEACH
N-S Direction: MACATHUR BOULEVARD
E-W Direction: CAMPUS DRIVE
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(-rniine Prinfarl_ Tiirninn Mnvemenfe
File Name
: MA 4300
Site Code
: 00000000
Start Date
: 4/6/2022
Page No
: 1

MACARTHUR BLVD
CAMPUS
DR

MACARTHUR BLVD
CAMPUS
DR
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left U Turns
Right
I Thru
Left
U Turns
Right
Thru I
Left U Turns
Right
Thru
Left
U Tums
Int. Total
07:00
39 144
39 1
9 19
0 0
2 36
1 0
1 48
15 1
355
07:15
42 179
42 0
6 33
3 0
3 52
5 1
9 45
31 0
451
07:30
50 213
54 0
12 38
5 0
6 67
5 0
6 67
35 1
559
07:45
76 200
51 0
16 43
6 0
8 81
5 1
11 91
61 2
652
Total
207
736
186 1
43 133
14 0
19 236
16 2
27 251
142
4 2017
08:00
77 187
51 0
15 44
7 0
6 81
9 1
12 99
61 2
652
08:15
71 217
39 0
11 56
7 0
7 85
10 1
5 117
77 2
705
08:30
67 221
54 0
14 39
5 0
5 93
15 0
12 96
51 4
676
08:45
76 235
43 0
20 31
2 0
4 113
7 2
8 94
54 3
692
Total
291
860
187 0
60 170
21 0
22 372
41 4
37 406
243
11 2725
16:30
71 107
13 0
27 104
2 0
3 192
27 0
8 63
62 0
679
16:45
61 127
18 0
23 118
8 0
5 165
29 0
12 57
56 2
681
Total
132
234
31 0
50 222
10 0
8 357
56 0
20 120
118
2 1360
17:00
116
142
15 0
36 190
8 0
5 197
44 0
10 55
80 5
903
17:15
99 167
20 0
35 194
8 0
5 193
42 1
12 54
55 7
892
17:30
78 162
16 0
43 123
11 0
4 206
34 0
12 55
54 3
801
17:45
64 105
16 1
22 126
2 0
6 160
26 1
8 47
49 2
635
Total
357
576
67 1
136
633
29 0
20 756
146
2 42
211
238
17 3231
18:00
59 124
19 1
20 57
6 0
5 135
27 0
6 49
45 2
555
18:15
59 100
10 1
24 82
3 0
5 103
18 2
11 50
45 3
516
Grand Total
1105
2630
500
4 333
1297
83 0
79 1959
304
10 143
1087
831
39 10404
Apprch %

26.1 62

11.8 0.1

19.4 75.7

4.8 0

3.4 83.3

12.9 0.4

6.8 51.8

39.6 1.9
Total %

10.6 25.3

4.8 0

3.2 12.5

0.8 0

0.8 18.8

2.9 0.1

1.4 10.4
8 0.4
Apx-19

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACATHUR BOULEVARD
E-W Direction: CAMPUS DRIVE
File Name : MA 4300
Site Code : 00000000
Start Date : 4/6/2022
Page No : 2

MACARTHUR BLVD
Southbound

CAMPUS DR
Westbound

MACARTHUR BLVD
Northbound

CAMPUS DR
Eastbound
Start Time
Right I Thru Left I 111M. APP.TWal
Right I Thru I Left I u Tams I App.ToWl
Right I Thru I Left I UT— LApp.Trn l
Right I Thru I Left I u Toms I APP.Tmal
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
77 7
12 08:15
71 217
39 0
327
11 56
7 0
74 7
85 10
1 103
5 117
77 2
201
705
08:30
67 221
54 15
4 08:45
76 235
43 0
354
20 31
2 0
53 4
113
7 2
126
8 94
54 3
159
692
Total Volume
291
860
187
0 1338
60 170
21 0
251
22 372
41 4
439
37 406
243
11 697
2725
App. Tat 1

21.7 64.3
14 0

23.9 67.7

8.4 0
5 84.7

9.3 0.9

5.3 58.2

34.9 1.6
PHF
.945
.915
.866
.000
.945
.750
.759
.750
.000
.848
.786
.823
.683
.500
.871
.771
.868
.789
.688
.867
.966

MACARTHUR BLVD
Out In Total
675 1338 F2o13
2911 8601 1871 0
Ri ht ThruLeft U
4 Turns
Peak Hour Data
��_
F�
N J
�-j
,S..0)
NO
U)
o
North
n
d o
n
Peak Hour Begins at 08:00
N c
U
CO trn
Turnina Movements
r
Cn
M
E
cc
3 �
TF► U
Left Thru Ri ht Turns
41 372 22 4
918 74W F13577
Out In TotalVD
, ARTHI
Apx-20

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACATHUR BOULEVARD
E-W Direction: CAMPUS DRIVE
File Name
: MA 4300
Site Code
: 00000000
Start Date
: 4/6/2022
Page No
: 3

MACARTHUR BLVD

CAMPUS DR

MACARTHUR BLVD

CAMPUS DR
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
uTums
App.TWal
Right
Thru
Left
uTums
App.TOWI
Right
Thru
Left
uTuma
App. Thal
Right
Thru
Left
uTums
App.—o
Inl. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45
61 127
18 0
206
23 118
8 0
149
5 12
57 56
2 127
681
17:00
116
44 246
10 55
80 150
903
17:15
99 167
20 286
35 194
8 0
237
5 193
42 1
7 17:30
78 162
16 0
256
43 123
11 0
177
4 206
34 0
244
12 55
54 3
124
801
Total volume
354
598
69 0
1021
137
625
35 0
797
19 761
149
1 930
46 221
245
17 529
3277
App. Total

34.7 58.6

6.8 0

17.2 78.4

4.4 0
2 81.8
16 0.1

8.7 41.8

46.3 3.2
PHF
.763
.895
.863
.000
.892
.797
.805
.795
.000
.841
t950
.924
.847
.250
.945
.958
.969
.766
.607
.882
.907

MACARTHUR BLVD
Out In Total
1143 1021 2164
3541 5981 69 0
Ri ht ThruLeft U
4 Turns
Peak Hour Data
~
$�
N J
A,
**��ppJ�
^ V
O 0
0 rn
N t�
North
+-7 rn
cO n
D
CcliC
(_
m .-
Peak Hour Begins at 16:45
v
v =
ip +
TurningMovements
r
.I Cl)
0'
n
�>>
--10
?C
ow
T r U
Left Thru Ri ht Turns
149 761 191 1
679 930 F 1609
Out In Total
Apx-21

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: BIRCH STREET
File Name
: MA 4295
Site Code
: 00000000
Start Date
: 4/6/2022
Page No
: 1

MACARTHUR BLVD

BIRCH ST

MACARTHUR BLVD

BIRCH ST
Southbound
Westbound
Northbound
Eastbound
rime
Right
Thru
Left U Turns
Right
Thru
Left
U rums
Right
ThruT
Left U Turns
Right
Thru
Left
u rums
Int. Total
07:00
31 100
9 2
2 9
2 0
3 30
4 0
8 12
9 0
221
07:15
41 135
14 0
10 13
3 0
13 42
5 0
5 19
8 0
308
07:30
50 174
10 0
12 19
1 0
13 67
6 0
6 30
12 0
400
07:45
47 145
7 0
6 23
1 0
21 67
5 0
11 34
16 0
383
Total
169
554
40 2
30 64
7 0
50 206
20 0
30 95
45 0
1312
08:00
48 148
6 0
4 24
3 0
18 85
2 0
11 49
10 0
408
08:15
55 153
14 0
5 29
4 0
8 75
3 2
11 46
19 0
424
08:30
74 167
12 0
10 29
4 0
8 97
3 2
11 48
15 0
480
08:45
68 140
15 2
15 31
5 0
13 106
8 1
6 36
15 0
461
Total
245
608
47 2
34 113
16 0
47 363
16 5
39 179
59 0
1773
16:30
16:45
16 30
93 111
6 10
0 2
37 29
51 62
7 0
17 0
8 9
109
128
13 15
0 2
3 6
46 50
75 50
0 0
464
521
Total
46 204
16 2
66 113
24 0
17 237
28 2
9 96
125
0 985
17:00
23 121
10 2
44 90
14 0
9 148
24 1
5 46
71 0
608
17:15
29 163
4 1
36 48
17 0
4 127
13 1
8 54
72 0
577
17:30
26 144
1 1
40 63
14 0
5 132
13 0
6 36
59 0
540
17:45
26 89
6 0
33 65
8 0
8 115
13 1
5 33
40 0
442
Total
104
517
21 4
153
266
53 0
26 522
63 3
24 169
242
0 2167
18:00
14 111
1 1
29 39
9 0
6 90
11 2
4 31
39 0
387
18:15
13 102
2 1
15 32
4 0
5 79
7 1
9 23
32 0
325
Grand Total
591
2096
127
12 327
627
113 0
151
1497
145
13 115
593
542
0 6949
Apprch %

20.9 74.2

4.5 0.4

30.6 58.8

10.6 0

8.4 82.9
8 0.7

9.2 47.4

43.4 0
Total %

8.5 30.2

1.8 0.2

4.7 9

1.6 0

2.2 21.5

2.1 0.2

1.7 8.5

7.8 0
Apx-22

MACARTHUR BLVD
Southbound

BIRCH ST
Westbound

MACARTHUR BLVD
Northbound

BIRCH ST
Eastbound
Start Time
Right I Thru Left III Tums App. Total
Right I Thru I Left I u Tams I App. Toni
Right I Thru I Left I u nms L App. Trn l
Right I Thru I Left I u Toms I App. Tmai
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
48 148
6 0
202
4 24
3 0
31 18
11 49
10 0
70 408
08:15
55 153
14 0
222
5 29
4 0
38 8
75 3
2 19
76 424
08:30
74 167
12 0
253
10 29
4 0
43 8
97 3
2 110
11 48
15 0
74 480
08:45
68 140
15 2
15 31
5 51
13 106
8 128
6 36
15 0
57 461
Total Volume
245
608
47 2
902
34 113
16 0
163
47 363
16 5
431
39 179
59 0
277
1773
App. Total

27.2 67.4

5.2 0.2

20.9 69.3

9.8 0

10.9 84.2

3.7 1.2

14.1 64.6

21.3 0
PHF
.828
.910
.783
.250
.891
.567
.911
.800
.000
.799
.653
.856
.500
.625
.842
.886
.913
.776
.000
.911
r .923

MACARTHUR BLVD
Out In Total
456 902 F 1358
2451 6081 47 2
Ri ht Thru Left U
1 4 Turns
Peak Hour Data
o�
H
_
O
V)
a)
North
m
C N
v
Peak Hour Begins at 08:00
Z1
o, 3 =
K
00 cn Lrn
X ;
Turning Movements
r
a,
w
n
O M
o
M
3 c
ww
U
Left Thru Ri ht Turns
16 363 71 5
663 F43110941
Out In Total
lArARTHIR
Apx-23

MACARTHUR BLVD

BIRCH ST

MACARTHUR BLVD

BIRCH ST
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
uTums
App.TMal
Right
Thru
Left
uTums
App.TOWI
Right
Thru
Left
uTuma
App. Thal
Right
Thru
Left
uTums
App.—o
Inl. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45
30 10
2 17
9 2
17:00
23 121
10 2
156
44 90
14 0
148
9 148
24 1
182
5 46
71 0
122
608
17:15
29 163
4 1
197
36 48
17 0
101
4 127
13 1
145
8 54
72 134
577
17:30
26 144
1 1
172
40 63
14 0
117
5 132
13 0
150
6 36
59 0
101
540
Total Volume
108
539
25 6
678
149
263
62 0
474
27 535
65 4
631
25 186
252
0 463
2246
App. Total

15.9 79.5

3.7 0.9

31.4 55.5

13.1 0

4.3 84.8

10.3 0.6

5.4 40.2

54.4 0
PHF
.900
.827
.625
.750
.860
.847
.731
.912
.000
.801
.750
.904
.677
.500
.867
.781
.861
.875
.000
.864
.924

MACARTHUR BLVD
Out In Total
936 678 F 1-614-1
1081 5391 25 6
Ri ht ThruLeft U
4 Turns
Peak Hour Data
-m
~�
1 N J
A,
* �
O
M
C Co
co
North
C W
°D
co
0 Peak Hour Begins at 16:45
_
in F170rn—
N t
Turnin Movements
r
N
OM
O `
>
C
1 �w
h
>
N O
N —
T r U
Left Thru Ri ht Turns
65 535 27 4
626 6Tj 1257
Out In Total
Apx-24

City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: VON KARMAN AVENUE

MACARTHUR BLVD
Southbound
rime
Right I
Thru
Left UTurns
07:00
18 64
8 1
07:15
21 82
11 1
07:30
18 95
13 0
07:45
26 98
13 0
Total
83 339
45 2
08:00
20 105
14 0
08:15
29 99
9 1
08:30
30 96
11 1
08:45
22 105
12 0
Total
101
405
46 2
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780

VON KARMAN
AVENUE

MACARTHUR BLVD
Westbound
Northbound
;fight
Thru
Left U Tums
Right
Thru Left UTurns
3 8
15 0 42
36 0 0
3 11
16 0 54
49 4 0
2 18
19 0 56
61 7 0
6 16
42 1 77
104 6 0
14 53
92 1 229
250 17 0
7 18
38 0 87
99 5 0
3 14
38 0 85
85 7 0
9 15
34 1 80
98 6 1
11 12
36 0 93
116 13 0
30 59
146
1 345
398 31 1
File Name : MA 4285
Site Code : 00000000
Start Date : 4/6/2022
Page No : 1

NEWPORT PLACE
Eastbound
aht
Thru Left U rums
Int. Total
2 4 0
0 201
1 5 0
0 258
4 4 3
0 300
4 10 2
0 405
11 23 5
0 1164
1 9 6
0 409
4 14 3
2 393
5 8 2
1 398
10 7 4
0 441
20 38 15
3 1641
16:30 13 102 5 2 10 8 68 0 52 105 2 0 28 20 18 0 433
16:45 12 109 8 2 7 14 67 0 47 110 5 1 14 15 14 0 425
Total 25 211 13 4 17 22 135 0 99 215 7 1 42 35 32 0 858 17:00 9 117 4 0 32 11 115 0 53 101 0 1 41 24 22 0 530
17:15 7 164 7 1 21 4 92 0 54 104 5 0 33 27 21 0 540
17:30 12 133 7 5 17 9 114 0 53 121 2 0 24 17 10 0 524
17:45 3 114 6 1 11 12 88 0 41 94 0 0 29 19 11 0 429
Total 31 528 24 7 81 36 409 0 201 420 7 1 127 87 64 0 2023 18:00 8 102 6 1 14 5 59 0 61 88 1 0 25 14 8 0 392

18.15 5 94 3 1 6 4 68 0 35 62 1 0 13 14 7 0 313
Grand Total 253 1679 137 17 162 179 909 2 970 1433 64 3 238 211 131 3 6391 Apprch % 12.1 80.5 6.6 0.8 12.9 14.3 72.6 0.2 39.3 58 2.6 0.1 40.8 36.2 22.5 0.5 Total % 4 26.3 2.1 0.3 2.5 2.8 14.2 0 15.2 22.4 1 0 3.7 3.3 2 0 Apx-25

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: VON KARMAN AVENUE
File Name : MA 4285
Site Code : 00000000
Start Date : 4/6/2022
Page No :2

MACARTHUR BLVD
Southbound

VON KARMAN AVENUE
Westbound

MACARTHUR BLVD
Northbound

NEWPORT PLACE
Eastbound
Start Time
Right I Thru Left I 111M. APP.TMal
Right I Thru I Left I u Tams I App.ToWl
Right I Thru I Left I UT— LApp.Trn l
Right I Thru I Left I u Toms I APP.Tmal
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
20 105
14 139
7 18
38 63
87 99
5 0
191
1 9
6 08:15
29 99
9 1
138
3 14
38 0
55 85
85 7
0 177
4 14
3 2
23 393
08:30
30 1
1 08:45
22 105
12 0
139
11 12
36 0
59 93
116
13 0
222
10 7
4 0
21 441
Total Volume
101
405
46 2
554
30 59
146
1 236
345
398
31 1
775
20 38
15 3
76 1641
App. Total

18.2 73.1

8.3 0.4

12.7 25

61.9 0.4

44.5 51.4
4 0.1

26.3 50

19.7 3.9
PHF
.842
.964
.821
.500
.996
.682
.819
.961
.250
.937
.927
.858
.596
.250
.873
.500
.679
.625
.375
.826
.930

MACARTHUR BLVD
Out In Total
443 554 997
1011 4051 46 2
Ri ht ThruLeft U
4 Turns
Peak Hour Data
p N
r NJ
_
? �!
'—t0
Gco
NorthHo
(L
C n
C (o
M
Peak Hour Begins at 08:00
w S D
O
o
N Lrn
+
Turnina Movements
r
rn Z
Z 3�
O
M y
�1 Z
L m
F
N—
(P
TF► U
Left Thru Ri ht Turns
31 398 3451 1
571 775 1346
Out In Total
Apx-26

MACARTHUR BLVD

VON KARMAN AVENUE

MACARTHUR BLVD

NEWPORT PLACE
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
UTums
App.TMal
Right
Thru
Left
UTums
App.TOWI
Right
Thru
Left
UTuma
App. Thal
Right
Thru
Left
UTams
App.—o
Inl. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00
9 117
4 0
130
32 115
158
53 101
0 1
41 22
87 530
17:15
7 164
7 179
21 4
92 0
117
54 5
27 21
0 81
540
17:30
12 5
121
2 0
176
24 17
10 0
51 524
17:45
3 114
6 1
124
11 12
88 0
111
41 94
0 0
135
29 19
11 0
59 429
Total Volume
31 528
24 7
590
81 36
409
0 526
201
420
7 1
629
127
87 64
0 278
2023
App. Total
1 5.3

89.5 4.1

1.2 15.4

6.8 77.8
0 32

66.8 1.1

0.2 45.7

31.3 23
0 PHF
1 .646
.805
.857
.350
.824
.633
.750
.889
.000
.832
.931
.868
.350
.250
.893
.774
.806
.727
.000
.799
.937

MACARTHUR BLVD
Out In Total
565 590 F 1155
311 5281 241 7
Ri ht Thru Left U
1 4 Turns
Peak Hour Data
CaLO
to
JJ
1 A
LLIHM
NOZ
Q
n
North
d Co`o
�r
t�
F
�?
2 w
— a
Peak Hour Begins at 17:00
N D
d
r }
L
+
Turning Movements
m a
m
o� D
G
ZO�
o L
�c
M�
c3om
T
TF► u
Left Thru Ri ht Turns
7 420 201 1
1064 629 1693
out In Total
Apx-27

City: NEWPORT BEACH
E-Wfd-&Direction: JAMBOREE ROAD
N-SF-W Direction: MACATHUR BOULEVARD
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(-rniine Prinfarl- Tiirninn Mnvemenfe
File Name
: JA 4275
Site Code
: 00000000
Start Date
: 3/31/2022
Page No
: 1

JAMBOREE RD

MACRTHUR BLVD

JAMBOREE RD

MACRTHUR BLVD
Southbou id Westbo
nd
`"rP-, Northb
and
Pjai4hboumd
Eastbound
Eastbatimid Southbound
Start Time
Right
I Thru I
Left
U Turns
Right I
Thru
Left I U Tums
Right
Thru I
Left
U Turns
Right
Thru
Left I U Turns
Int. Total
07:00
14 123
37 0
35 50
2 0
15 84
53 1
24 44
4 1
487
07:15
19 149
67 0
38 73
13 0
18 120
29 2
35 61
5 0
629
07:30
32 144
67 0
32 71
16 0
30 109
36 3
41 83
13 0
677
07:45
33 168
80 0
54 110
22 0
49 155
75 1
66 73
12 0
898
Total
98 584
251
0 159
304
53 0
112
468
193
7 166
261
34 1
2691
08:00
41 208
94 0
64 131
23 1
43 153
72 1
41 69
10 0
951
08:15
36 162
70 0
72 143
22 0
32 150
75 2
47 80
22 1
914
08:30
40 204
98 0
82 126
21 1
32 152
38 2
53 93
15 1
958
08:45
35 173
71 0
66 144
24 2
31 142
68 2
56 78
7 0
899
Total
152
747
333
0 284
544
90 4
138
597
253
7 197
320
54 2
3722
16:30
16:45
26 20
131
192
70 0
61 0
70 88
96 76
49 35
3 2
14 10
192
195
46 48
3 4
78 79
140
122
34 27
0 0
952
959
Total
46 323
131 0
158
172
84 5
24 387
94 7
157
262
61 0
1911
17:00
25 200
101 0
63 91
55 7
16 182
34 1
89 199
49 1
1113
17:15
22 222
83 0
73 95
61 4
7 219
50 5
90 205
35 2
1173
17:30
21 202
75 0
101
96 43
4 14
213
34 3
84 185
32 1
1108
17:45
20 204
98 0
71 85
31 2
18 138
49 3
70 173
32 0
994
Total
88 828
357 0
308
367
190
17 55
752
167
12 333
762
148
4 4388
18:00
11 156
70 0
62 67
46 5
16 156
36 4
54 123
28 1
835
18:15
14 161
74 0
58 57
23 1
10 158
27 4
76 119
18 1
801
Grand Total
409
2799
1216 0
1029
1511
486
32 355
2518
770
41 983
1847
343
9 14348
Apprch %

9.2 63.3

27.5 0

33.6 49.4

15.9 1

9.6 68.3

20.9 1.1

30.9 58

10.8 0.3
Total %

2.9 19.5

8.5 0

7.2 10.5

3.4 0.2

2.5 17.5

5.4 0.3

6.9 12.9

2.4 0.1
Apx-28

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
E-WNd-&Direction: JAMBOREE ROAD
N-SF-W Direction: MACATHUR BOULEVARD
File Name
: JA 4275
Site Code
: 00000000
Start Date
: 3/31/2022
Page No
:2

JAMBOREE RD
Soathbound Westbo

MACRTHUR BLVD
nd Westbatimel Northb

JAMBOREE RD
and Noithbotind Eastbou

MACRTHUR BLVD
d Eastbou d Southb
Start Time
Ri ht Thru Left un,ms a .Tmei
Ri ht Thru Left uT�ros ro�i
Right Thru Left unms a .rrnai
Right Thru Left uT.— App. rrnai
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
and
Int. Total
08:00
41 208
94 0
343
64 131
23 1
219
43 153
72 1
269
41 69
10 0
120
951
08:15
36 162
70 0
268
72 143
22 0
237
32 150
75 2
22 1
08:30
40 204
98 0
342
82 126
21 1
230
32 152
38 2
224
53 93
15 1
162
958
08:45
35 173
71 0
279
66 144
24 2
56 Total volume
152
747
333
0 1232
284
544
90 4
922
138
597
253
7 995
197
320
54 2
573
3722
App. Total
1 12.3

60.6 27
0 1 30.8
59 9.8

0.4 1 13.9
60 25.4

0.7 1 34.4

55.8 9.4

0.3 PHF
1 .927
.898
.849
.000
.898
.866
.944
.938
.500
.973
1 .802
.975
.843
.875
.925
.879
.860
.614
.500
.884
1 .971

JAMBOREE RD
Out In Total
9351 1 2167
1521 7471 333 0
Ri ht Thru Left U
1 4 Turns
Peak Hour Data
Q
`moo'
A"
JOJ
m M
M L�
rt
North
D
Peak Hour Begins at 08:00
p
N 5 C
H
Of
0)
w i
Turning Movements
r
o
Iv A
v
om
� � rn
N E
c
�w
to
F
y A
TF+ U
Left Thru Ri ht Turns
253 597 1381 7
1034 995 2029
Out In Total
lAMRnRFF: RD
Apx-29

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
E-Wfd--& Direction: JAMBOREE ROAD
N-SE-W Direction: MACATHUR BOULEVARD
File Name
: JA 4275
Site Code
: 00000000
Start Date
: 3/31/2022
Page No
: 3

JAMBOREE RD

MACRTHUR BLVD

JAMBOREE RD

MACRTHUR BLVD
3oathbound Westbo
nd Westbetwel Northbound
Noilhbound Eastbound
Eastbotj d Southb
and
Start
Time
Right
Thru
Left
u Tums
App. To al
Right
Thru
Left
U Tums
App. Tow
Right
Thru
Left
u Tuma
App. TMaI
Right
Thru
Left
Torus
App. Trnal
Int. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00
25 101
7 49
338
1113
17:15
22 222
83 0
327
73 95
61 219
50 5
281
90 205
35 2
1173
17:30
21 202
75 0
298
101
96 43
4 244
14 213
34 3
264
84 185
32 1
302
1108
17:45
20 204
98 0
322
71 85
31 2
189
18 Total Volume
88 828
357
0 1273
308
367
190
17 882
55 752
167
12 986
333
762
148
4 1247
4388
App. Total

6.9 65
28 0

34.9 41.6

21.5 1.9

5.6 76.3

16.9 1.2

26.7 61.1

11.9 0.3
PHF
.880
.932
.884
.000
.973
.762
.956
.779
.607
.904
1 .764
.858
.835
.600
.877
.925
.929
.755
.500
.922
.935

JAMBOREE RD
Out In Total
1208 1273 2481
881 8281 357 0
Ri ht ThruLeft U
4 Turns
Peak Hour Data
6 �0-
J
Xrth
�W
o
QF�
00 VA .C-.
m
North
D
_ N
M
Peak Hour Begins
V
a
n._
�tl:00
Turnin Movement
o
W
20m
v
6 > E
> c
Cnnw
�o
H
v
00 —
T F1' U
Left Thru Ri ht Turns
167 752 551 12
1351 986 F 2337
Out n Total
Apx-30

City: NEWPORT BEACH
N-S Direction: MACARTHUR BLVD
E-W Direction: BISON AVE
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(-rniine Prinfarl_ Tiirninn Mnvemenfe
File Name
: MA 4995
Site Code
: 00000000
Start Date
: 3/16/2022
Page No
: 1

MACARTHUR BLVD
BISON
AVE

MACARTHUR BLVD
BISON
AVE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left U Turns
Right I
Thru
Left
U Turns
Right
Thru I
Left U Turns
Right
Thru
Left
U Tums
Int. Total
07:00
10 358
4 0
2 21
44 0
7 182
11 1
14 12
17 0
683
07:15
13 377
8 1
5 18
42 0
8 201
10 0
17 9
19 0
728
07:30
19 400
6 0
5 31
73 0
20 302
23 0
16 15
18 0
928
07:45
37 465
4 0
5 33
82 0
19 274
25 1
11 17
20 0
993
Total
79 1600
22 1
17 103
241
0 54
959
69 2
58 53
74 0
3332
08:00
33 399
9 0
8 24
39 0
16 318
25 1
20 23
19 0
934
08:15
44 416
8 0
11 12
15 0
17 362
28 0
16 16
21 0
966
08:30
45 441
17 0
16 23
28 1
13 331
23 2
19 23
18 0
1000
08:45
51 350
13 1
12 15
41 0
18 379
30 0
19 18
23 0
970
Total
173
1606
47 1
47 74
123
1 64
1390
106 3
74 80
81 0
3870
16:30
16:45
62 43
285
330
14 21
1 1
22 24
21 40
21 25
0 0
24 22
557
515
37 31
0 0
31 28
26 23
32 0
39 0
1133
1142
Total
105
615
35 2
46 61
46 0
46 1072
68 0
59 49
71 0
2275
17:00
36 325
14 0
15 24
33 0
18 520
35 0
23 25
42 0
1110
17:15
40 341
10 0
16 19
36 0
12 438
40 0
38 31
32 0
1053
17:30
48 374
14 0
21 35
38 0
18 496
29 0
40 16
37 0
1166
17:45
38 383
17 1
15 26
28 0
19 505
37 1
28 30
54 0
1182
Total
162
1423
55 1
67 104
135
0 67
1959
141
1 129
102
165 0
4511
18:00
40 373
11 0
16 29
37 0
16 454
22 2
37 28
30 0
1095

18.15 30
362
15 0
10 26
41 0
14 383
22 0
15 23
32 0
973
Grand Total
589
5979
185
5 203
397
623
1 261
6217
428
8 372
335
453 0
16056
Apprch %

8.7 88.5

2.7 0.1

16.6 32.4

50.9 0.1

3.8 89.9

6.2 0.1

32.1 28.9

39.1 0
Total %

3.7 37.2

1.2 0

1.3 2.5

3.9 0

1.6 38.7

2.7 0

2.3 2.1

2.8 0
Apx-31

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City: NEWPORT BEACH
N-S Direction: MACARTHUR BLVD
E-W Direction: BISON AVE
File Name
: MA 4995
Site Code
: 00000000
Start Date
: 3/16/2022
Page No
:2

MACARTHUR BLVD
Southbound

BISON AVE
Westbound

MACARTHUR BLVD
Northbound

BISON AVE
Eastbound
Start Time
Right I Thru Left u Tums App. Total
Right I Thru I Left I u Tams I App. Toni
Right I Thru I Left I u nms LAPP. Trn l
Right I Thru I Left Toros a . Trnai
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
Int. Total
07:45
37 465
4 0
506
5 33
82 120
19 08:00
33 399
9 0
441
8 24
39 0
71 16
318
25 1
360
20 23
19 0
62 934
08:15
44 416
8 0
468
11 12
15 0
38 17
362
28 407
16 16
21 08:30
45 441
17 0
503
16 23
28 1
68 13
331
23 2
369
19 23
18 0
60 1000
Total Volume
159
1721
38 0
1918
40 92
164
1 297
65 1285
101
4 1455
66 79
78 0
223
3893
App. Total
1 8.3

89.7 2
0 13.5
31 55.2

0.3 1 4.5

88.3 6.9

0.3 1 29.6

35.4 35
0 PHF
1 .883
.925
.559
.000
.948
1 .625
.697
.500
.250
.619
1 .855
.887
.902
.500
.894
.825
.859
.929
.000
.899
.973

MACARTHUR BLVD
Out In Total
1403 1918 3321
1591 17211 38 0
Ri ht Thru Left U
1 4 Turns
Peak Hour Data
a �"r-
%�
r
A
o
N 0
w
2 North
00 a C N
~
N
Q
0O —
Y
Peak Hour Begins at 07:45
z
U)
m N
w
O M
`o 'L�
+
L
7 E
TurningMovements
r
a
C
<
m
A O
V N
TF+ u
Left Thru Ri ht Turns
101 1285 65 4
1951 1455 3406
Out In Total
MA ARTH[JR Rl VD
Apx-32

MACARTHUR BLVD

BISON AVE

MACARTHUR BLVD

BISON AVE
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
uTums
App.TMal
Right
Thru
Left
uTums
App.TOWI
Right
Thru
Left
uTums
App. Thal
Right
Thru
Left
uTums
App.—o
Inl. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00
36 325
14 0
375
15 24
33 0
72 18
520
35 0
573
23 25
42 0
90 1110
17:15
40 341
10 0
391
16 19
36 0
71 12
438
40 31
32 0
101
1053
17:30
48 21
35 38
94 18
496
29 0
543
40 17:45
38 383
17 1
439
15 26
28 0
69 19
505
37 1
562
28 30
54 0
112
1182
Total Volume
162
1423
55 1
1641
67 104
135
0 306
67 1959
141
1 2168
129
102
165
0 396
4511
App. Total

9.9 86.7

3.4 0.1

21.9 34

44.1 0

3.1 90.4

6.5 0

32.6 25.8

41.7 0
PHF
.844
.929
.809
.250
.935
.798
.743
.888
.000
.814
.1
.942
.881
.250
.946
.866
.823
.764
.000
.884
.954

MACARTHUR BLVD
Out In Total
2191 1641 3832
1621 14231 551 1
Ri ht ThruLeft U
4 Turns
Peak Hour Data
F
J
A
J
N O
w
o
North
---1
a m
C3
aim
~
cp
O
Z
0 O
0).

Peak Hour Begins at 17:00
wo 3 Z
m
N L
rn—
Turning Movements
W
G
m
0 O
E
> >
> c
w w
T r U
Left Thru Ri ht Turns
141 1959 671 1
1687 E21W F 3855
out In Total
Apx-33

City: NEWPORT BEACH
N-S Direction: MACARTHUR BLVD
E-W Direction: BISON AVE
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
File Name
Site Code
Start Date
Page No
MA 4995
00000000
3/16/2022
4 Apx-34

City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: CAMPUS DRIVE
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(-rniine Prinfarl_ Tiirninn Mnvemenfe
File Name
: JA 4305
Site Code
: 00000000
Start Date
: 4/6/2022
Page No
: 1

JAMBOREE RD
CAMPUS
DR

JAMBOREE RD
CAMPUS
DR
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
U Turns
Right
I Thru
Left
U Turns
Right
I Thru I
Left
U Turns
Right
Thru
Left
UT rns
Int. Total
07:00
22 256
31 0
13 19
7 0
11 115
9 1
3 16
6 0
509
07:15
30 325
30 0
13 15
24 0
15 130
12 1
13 14
9 0
631
07:30
20 400
38 0
22 28
29 0
9 128
11 4
9 27
10 1
736
07:45
21 429
38 0
15 41
62 0
9 44
156
529
11 43
1 7
5 30
26 83
11 36
0 1
825
Total
93 1410 137 0
63 103 122 0
2701
08:00
24 383
57 0
20 54
41 0
7 187
20 3
5 25
10 0
836
08:15
31 407
42 0
27 41
49 0
12 221
13 4
10 20
18 0
895
08:30
24 395
60 0
13 47
40 0
16 198
27 7
11 44
17 0
899
08:45
32 380
51 0
27 52
54 0
14 201
15 1
5 44
13 0
889
Total
111
1565
210
0 87
194
184
0 49
807
75 15
31 133
58 0
3519
16:30
8 162
27 1
46 51
28 0
27 324
8 1
24 71
49 0
827
16:45
13 220
29 2
57 47
26 0
37 355
14 2
17 50
23 0
892
Total
21 382
56 3
103
98 54
0 64
679
22 3
41 121
72 0
1719
17:00
20 196
24 0
79 73
30 0
44 323
8 1
20 79
65 0
962
17:15
35 190
36 2
65 71
32 0
51 414
20 2
26 52
31 0
1027
17:30
37 205
27 0
50 83
30 0
40 336
5 2
19 74
39 0
947
17:45
28 225
38 1
30 43
28 1
47 300
12 1
7 46
24 1
832
Total
120
816
125
3 224
270
120
1 182
1373
45 6
72 251
159
1 3768
18:00
17 175
15 2
46 40
25 0
34 252
11 2
14 58
25 0
716
18:15
20 194
31 0
37 43
21 0
45 232
8 1
14 42
23 1
712
Grand Total
382
4542
574
8 560
748
526
1 418
3872
204
34 202
688
373
3 13135
Apprch %

6.9 82.5

10.4 0.1

30.5 40.8

28.7 0.1

9.2 85.5

4.5 0.8
16 54.3

29.5 0.2
Total %

2.9 34.6

4.4 0.1

4.3 5.7
4 0

3.2 29.5

1.6 0.3

1.5 5.2

2.8 0
Apx-35

JAMBOREE RD
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780

CAMPUS DR I JAMBOREE RD
File Name
: JA 4305
Site Code
: 00000000
Start Date
: 4/6/2022
Page No
: 2

CAMPUS DR
08:00
24 383
57 0
464
20 54
41 0
115
7 187
20 3
217
5 25
10 0
40 836
08:15
31 407
42 0
480
27 221
13 4
250
10 20
18 08:30
24 395
60 0
479
13 47
40 0
100
16 198
27 7
248
11 44
17 0
72 899
08:45
32 54
133
14 201
15 1
231
5 44
13 0
62 889
Total volume
111
1565
210
0 1886
87 194
184
0 465
49 807
75 15
946
31 133
58 0
222
3519
App. Total

5.9 83

11.1 0

18.7 41.7

39.6 0

5.2 85.3

7.9 1.6
14 59.9

26.1 0
PHF
.867
.961
.875
.000
.982
.866
.898
.852
.000
.874
.766
.913
.694
.536
.946
.705
.756
.806
.000
.771
.979

JAMBOREE RD
Out In Total
952 1886 2838
1111 15651 210 0
Ri ht Thru Left U
1 4 Turns
Peak Hour Data
H�
3°D
�O
0 N
(q
r�
North
+-i —
D
N
a —
Peak Hour Begins at 08:00
2 ?
3 c
v o
M 'Low,
Turnina Movements
r
a
E
> C
0 c0D„w
H
N p
V
T F U
Left Thru Ri ht Turns
75 807 491 15
1780 946 F 2726
Out In Total
Apx-36

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
File Name
: JA 4305
Site Code
: 00000000
Start Date
: 4/6/2022
Page No
: 3

JAMBOREE RD

CAMPUS DR

JAMBOREE RD

CAMPUS DR
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
uTuma
App. Total
Rlgnt
Thru
Left
UTurns
App. To al
Right
Thru
Left
uTnma
App. TOWI
Right
Thru
Left
uTurns
App. To al
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Beqins at 16:45
Int. Total
16:45
13 220
29 2
2 17:00
20 196
24 0
240
79 73
30 0
182
44 323
8 1
376
20 79
65 0
164
962
17:15
35 190
36 32
51 414
20 487
26 1027
17:30
37 269
50 83
30 0
163
40 336
5 2
383
19 74
39 0
132
947
Total volume
105
811
116
4 1036
251
274
118
0 643
172
1428
47 7
1654
82 255
158
0 495
3828
App. Total

10.1 78.3

11.2 0.4
39 42.6

18.4 0

10.4 86.3

2.8 0.4

16.6 51.5

31.9 0
PHF
.709
.922
.806
.500
.963
.794
.825
.922
.000
.883
.843
.862
.588
.875
.849
.788
.807
.608
.000
.755
.932

JAMBOREE RD
Out In Total
1837 1036 2873
1051 8111 116 4
Ri ht Thru Left U
1 4 Turns
Peak Hour Data
m�
LO
A,
TPQ
AO
LO
North
w n
U)
a
N
Peak Hour Begins at 16:45
a
a c
v to
c0
TurningMovements
r _
oo
w Cn
A
N
O `
>>
3 C
O
aow
T Fl" U
Left Thru Ri ht Turns
47 1428 1721 7
1011 1654 2665
Out In Total
Apx-37

City : Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Bristol St N
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(-rniine Prinfarl_ Tiirninn Mnvemenfe
File Name
: BR 4190
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 1
Jamboree Rd
Bristol St N
Jamboree Rd
Bristol St N
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru Left
u rum
Right
Thru Left
u Turn
Right
Thru Left
u Turn
Right
Thru Left
u Turn
Int. Total
07:00
54 108 0
0 0
0 0
0 101
140 68
0 0
0 0
0 471
07:15
42 113 0
0 0
0 0
0 125
146 81
0 0
0 0
0 507
07:30
67 176 0
0 0
0 0
0 170
228 103
0 0
0 0
0 744
07:45
88 162 0
0 0
0 0
0 165
278 113
0 0
0 0
0 806
Total
251
559 0
0 0
0 0
0 561
792 365
0 0
0 0
0 2528
08:00
84 179 0
0 0
0 0
0 143
287 133
0 0
0 0
0 826
08:15
96 174 0
0 0
0 0
0 145
275 153
0 0
0 0
0 843
08:30
86 188 0
0 0
0 0
0 152
275 175
0 0
0 0
0 876
08:45
71 181 0
0 0
0 0
0 156
292 191
0 0
0 0
0 891
Total
337
722 0
0 0
0 0
0 596
1129 652
0 0
0 0
0 3436
16:30
16:45
123
106
160
149
0 0
0 0
0 0
0 0
0 0
0 0
232
187
250
265
140 0
164 0
0 0
0 0
0 0
0 0
905
871
Total
229
309
0 0
0 0
0 0
419
515
304 0
0 0
0 0
1776
17:00
180
201
0 0
0 0
0 0
246
250
144 0
0 0
0 0
1021
17:15
132
212
0 0
0 0
0 0
215
262
131 0
0 0
0 0
952
17:30
148
160
0 0
0 0
0 0
178
213
151 0
0 0
0 0
850
17:45
142
168
0 0
0 0
0 0
206
257
109 0
0 0
0 0
882
Total
602
741
0 0
0 0
0 0
845
982
535 0
0 0
0 0
3705
18:00
136
144
0 0
0 0
0 0
189
188
93 0
0 0
0 0
750

18.15 82
143
0 0
0 0
0 0
165
167
98 0
0 0
0 0
655
Grand Total
1637
2618
0 0
0 0
0 0
2775
3773
2047 0
0 0
0 0
12850
Apprch %

38.5 61.5
0 0
0 0
0 0

32.3 43.9

23.8 0
0 0
0 0
Total %

12.7 20.4
0 0
0 0
0 0

21.6 29.4

15.9 0
0 0
0 0
Apx-38

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Bristol St N
File Name
: BR 4190
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 2
Jamboree Rd
Southbound
Bristol St N
Westbound
Jamboree Rd
Northbound
Bristol St N
Eastbound
Start Time
Right I Thru Left I u rum I App. Total
Right I Thru I Left I U Tum I App. ToWl
Right I Thru I Left U Turn I App. Trn l
Right I Thru I Left I U Tum I App. TM l
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
84 179
0 0
263
0 0
0 0
01 143
287
133
0 563
0 0
0 0
0 826
08:15
96 08:30
86 188
0 0
274
0 0
0 0
0 152
275
175
0 602
0 0
0 0
0 876
08:45
71 181
0 0
252
0 0
0 0
0 156
292
191
639
0 0
0 0
0 891
Total volume
337
722
0 0
1059
0 0
0 0
0 596
1129
652
0 2377
0 0
0 0
0 3436
A. Total

31.8 68.2
0 0
0 0
0 0

25.1 47.5

27.4 0
0 0
0 0
PHF
.878
.960
.000
.000
.966
.000
.000
.000
.000
.000
.955
.967
.853
.000
.930
.006
.000
.000
.000
.000
.964
Jamboree Rd
Out In Total
1129 1059 2188
3371 7221 01 0
Right ThruLe, ft
Turn
Peak Hour Data
a
A,
HO
o 2
North
5 0
Peak Hour Begins at 08:00
50 TurningMovements
o
4 Z
�
01 E
7 -
C
lr 0
�w
u
Left Thru Ri ht Turn
652 1129 596 0
722 E23ff F 3099
Out In Total
Apx-39

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Bristol St N
File Name
: BR 4190
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 3
Jamboree Rd
Bristol St N
Jamboree Rd
Bristol St N
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
U Tum
App. Total
Right
Thru
Left
U Tum
App. Total
Right
Thru
Left
u turn
App. TMaI
Right
Thru
Left
U Tum
App. To al
Inl. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30
123
160
0 0
283
0 0
0 0
0 232
250
140
0 622
0 0
0 0
0 905
16:45
106
149
0 0
255
0 0
0 0
0 187
265
164
17:00
180
201
0 0
381
0 0
0 0
0 246
250
144
0 640
0 0
0 0
0 1021
17:15
132
212
0 0
344
0 0
0 0
0 215
262
131
0 608
0 0
0 0
0 952
Total volume
541
722
0 0
1263
0 0
0 0
0 880
1027
579
0 2486
0 0
0 0
0 3749
A. Total

42.8 57.2
0 0
0 0
0 0

35.4 41.3

23.3 0
0 0
0 0
PHF
.751
.851
.000
.000
.829
.000
.000
.000
.000
.000
.894
.969
.883
.000
.971
.006
.000
.000
.000
.000
.918
Jamboree Rd
Out In Total
1027 1263 2290
5411 7221 01 0
Right ThruLe, ft
Turn
Peak Hour Data
F �
N
J
Lip
M O
O
ic
z o
o
r__l,,
North
W
(n C
o —
O
Peak Hour Begins atT1610
2 O
N
3 °
m`
TurningMovements
CDZ
3 N
O
0 D 7
C
aow
U
Left Thru Ri ht Turn
579 1027 880 0
722 E2486 F 3208
Out In Total
Apx-40

City : Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Bristol St S
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(-rniine Prinfarl_ Tiirninn Mnvemenfe
File Name
: BR 4170
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 1
Jamboree Rd
Bristol St S
Jamboree Rd
Bristol St S
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru Left
u rum
Right
Thru Left
u Turn
Right
Thru Left
u Turn
Right
Thru Left
u Turn
Int. Total
07:00
0 104 0
0 0
0 0
0 5
192 0
0 267
56 91
0 715
07:15
0 152 0
0 0
0 0
0 4
252 0
0 265
68 128
0 869
07:30
0 155 0
0 0
0 0
0 5
325 0
0 325
89 174
0 1073
07:45
0 157 0
0 0
0 0
0 6
364 0
0 307
85 185
0 1104
Total
0 568 0
0 0
0 0
0 20
1133 0
0 1164
298 578
0 3761
08:00
0 200 0
0 0
0 0
0 6
358 0
0 266
81 238
0 1149
08:15
0 159 0
0 0
0 0
0 7
375 0
0 279
83 234
0 1137
08:30
0 210 0
0 0
0 0
0 9
505 0
0 331
98 175
0 1328
08:45
0 160 0
0 0
0 0
0 6
367 0
0 333
118 228
0 1212
Total
0 729 0
0 0
0 0
0 28
1605 0
0 1209
380 875
0 4826
16:30
16:45
0 0
159
176
0 0
0 0
0 0
0 0
0 0
0 0
18 14
507
476
0 0
0 0
290
257
178
138
143 0
129 0
1295
1190
Total
0 335
0 0
0 0
0 0
32 983
0 0
547
316
272 0
2485
17:00
0 181
0 0
0 0
0 0
21 470
0 0
264
188
127 0
1251
17:15
0 227
0 0
0 0
0 0
19 593
0 0
275
182
114 0
1410
17:30
0 158
0 0
0 0
0 0
13 470
0 0
231
160
114 0
1146
17:45
0 162
0 0
0 0
0 0
6 370
0 0
241
140
105 0
1024
Total
0 728
0 0
0 0
0 0
59 1903
0 0
1011
670
460 0
4831
18:00
0 149
0 0
0 0
0 0
14 393
0 0
218
108
125 0
1007
18:15
0 150
0 0
0 0
0 0
13 335
0 0
240
135
129 0
1002
Grand Total
0 2659
0 0
0 0
0 0
166
6352
0 0
4389
1907
2439 0
17912
Apprch %
0 100
0 0
0 0
0 0

2.5 97.5
0 0

50.2 21.8

27.9 0
Total %
0 14.8
0 0
0 0
0 0

0.9 35.5
0 0

24.5 10.6

13.6 0
Apx-41

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Bristol St S
File Name
: BR 4170
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 2
Jamboree Rd
Southbound
Bristol St S
Westbound
Jamboree Rd
Northbound
Bristol St S
Eastbound
Start Time
Right I Thru Left I u rum I App. Total
Right I Thru I Left I U Tum I App. ToWl
Right I Thru I Left U Turn I App. Trn l
Right I Thru I Left I U Tum I App. TM l
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
Int. Total
08:00
0 200
0 0
200
0 0
0 0
0 6
358
0 0
364
266
81 238
08:15
0 159
0 0
159
0 0
0 0
0 7
375
0 0
382
279
83 234
0 596
1137
08:30
0 210
0 0
210
0 0
0 0
0 9
505
0 0
514
331
98 175
0 604
1328
08:45
0 160
0 0
160
0 0
0 0
0 6
367
0 0
373
333
118
228
0 679
1212
Total Volume
0 729
0 0
729
0 0
0 0
0 28
1605
0 0
1633
1209
380
875
0 2464
4826
% App. Total

98.3 49.1

15.4 35.5
PHF
.000
.868
.000
.000
.868
.000
.000
.000
.000
.000
.778
.795
.000
.000
.794
.908
.805
.919
.000
.907
. 009
Jamboree Rd
Out In Total
24801 1 3209
01 7291 01 0
Right Thru Leftu
1 Turn
Peak Hour Data
N
00 3
1 t-2
O
i
O2North
00 W
U) C
o — w
F
am
Peak Hour Begins at 08:00
C O
N
°
y
m
Y
o 'ram
+
TurningMovements
r
�� o
o M
U)
o
O
E
ao
00 0
TF+ U
Left Thru Ri ht Turn
0 1605 28 0
1938 1633 3571
Out In Total
Apx-42

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Bristol St S
File Name
: BR 4170
Site Code
: 00000000
Start Date
: 3/30/2022
Page No
: 3
Jamboree Rd
Bristol St S
Jamboree Rd
Bristol St S
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Tutu
Right
Thru
Left
u turn
App. TOWI
Right
Thru
Left
U Turn
App. Trnal
Int. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30
0 159
0 0
159
0 0
0 0
0 18
507
0 0
525
290
143
611
1295
16:45
0 176
0 0
176
0 0
0 0
0 14
476
0 0
490
257
138
129
0 524
1190
17:00
0 181
0 0
181
0 0
0 0
0 21
188
127
0 579
1251
17:15
0 227
0 0
227
0 0
0 0
0 19
593
0 0
612
275
182
114
0 571
1410
Total Volume
0 743
0 0
743
0 0
0 0
0 72
2046
0 0
2118
1086
686
513
0 2285
5146
Arm. Tl

96.6 47365

22.5 H
.9PF
912
.897
.000
.935.912
Jamboree Rd
Out In Total
25591 1 3302
01 7431 01 0
Right Thru Left
ft
u
1 � ► Turn
Peak Hour Data
y6
HN
t
c7 —j
� J
t �!
W
2 North00
2 �
°D W
f/1
o c N
Peak Hour Begins at 16:30
CD
°
y
In
Y
m 'ram
Turnin Movements
r
CD
o
o
U)
Oo
E
T-4CCn
0 +1 T F+ U
Left Thru Ri ht Turn
0 2046 72 0
1829 2118 3947
Out In Total
Apx-43

City: Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Eastbluff Dr N, Universit
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
(',mi inc Prinfari_ Ti irninn Mnvamanfe
File Name : JA 4765
Site Code : 00000000
Start Date : 3/31/2022
Page No : 1
Jamboree Rd
University Dr
Jamboree Rd
Eastbluff
Dr N,
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
U Turn
Right
Thru Left
U Turn
Right
Thru I
Left
U Turn
Right
Thru
Left
U Turn
Int. Total
07:00
45 259
7 0
13 10 27
0 18
171
4 0
0 4
39 0
597
07:15
79 271
12 1
33 29 24
0 25
141
4 2
1 17
56 0
695
07:30
139
317
21 1
20 54 39
1 35
228
27 1
5 19
75 0
982
07:45
99 348
16 0
25 35 43
0 35
261
33 3
20 22
101
0 1041
Total
362
1195
56 2
91 128 133
1 113
801
68 6
26 62
271
0 3315
08:00
71 383
19 2
34 22 48
0 44
260
3 2
4 35
90 0
1017
08:15
78 326
25 1
32 21 61
0 20
229
5 1
2 12
88 0
901
08:30
68 380
14 0
51 21 68
0 29
244
6 1
6 21
82 0
991
08:45
44 407
21 0
44 9 76
1 21
238
11 4
6 18
73 0
973
Total
261
1496
79 3
161
73 253
1 114
971
25 8
18 86
333
0 3882
16:30
16:45
78 90
291
310
24 35
4 4
36 20
22 26
41 46
1 0
84 77
389
361
8 8
3 2
3 4
28 25
66 54
0 1
1078
1063
Total
168
601
59 8
56 48
87 1
161
750
16 5
7 53
120
1 2141
17:00
86 335
37 2
35 30
60 0
71 408
11 3
1 20
87 1
1187
17:15
96 285
48 1
31 28
80 0
90 428
7 1
4 27
62 0
1188
17:30
93 320
26 0
40 27
55 0
74 331
10 2
5 22
57 0
1062
17:45
77 302
20 2
19 30
35 1
61 343
9 1
3 19
44 0
966
Total
352
1242
131
5 125
115
230
1 296
1510
37 7
13 88
250
1 4403
18:00
65 270
19 2
37 22
44 0
53 290
9 1
5 23
67 0
907
18:15
79 201
33 0
14 25
37 0
42 261
11 5
4 25
62 0
799
Grand Total
1287
5005
377
20 484
411
784
4 779
4583
166
32 73
337
1103
2 15447
Apprch %

19.2 74.8

5.6 0.3

28.8 24.4

46.6 0.2
14 82.4
3 0.6

4.8 22.2

72.8 0.1
Total %

8.3 32.4

2.4 0.1

3.1 2.7

5.1 0
5 29.7

1.1 0.2

0.5 2.2

7.1 0
Apx-44

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Eastbluff Dr N, Universit
File Name
: JA 4765
Site Code
: 00000000
Start Date
: 3/31/2022
Page No
: 2
Jamboree Rd
Southbound
University Dr
Westbound
Jamboree Rd
Northbound
Eastbluff Dr N,
Eastbound
Start Time
Right I Thru Left I u rum I App. T 1
Right I Thru I Left I U Tum I App.Towi
Right I Thru I Left U Turn I App. Trn l
Right I Thru I Left I U Tum I App. T 1
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
Int. Total
07:45
99 35
43 0
103
35 261
33 3
332
20 101
143
1041
08:00
71 383
19 2
475
34 22
48 0
104
44 35
90 0
129
1017
08:15
78 326
25 08:30
68 380
14 0
462
51 21
68 0
140
29 244
6 1
280
6 21
82 0
109
991
Total volume
316
1437
74 3
1830
142
99 220
0 461
128
994
47 7
1176
32 90
361
0 483
3950
App. Total

17.3 78.5
4 0.2

30.8 21.5

47.7 0

10.9 84.5
4 0.6

6.6 18.6

74.7 0
PHF
.798
.938
.740
.375
.963
.696
.707
.809
.000
.823
.727
.952
.356
.583
.886
.400
.643
.894
.000
.844
.949
Jamboree Rd
Out In Total
1497 1830 3327
3161 14371 74 3
Right ThruLe, ftLl
Turn
Peak Hour Data
z
o
North
�C
c
C
OMO
c
��
(O
m
<
N
Peak Hour Begins at 07:45
3 u
Ca
+
TurningMovements
o
w N
�
0 �E 7
-
�C
0 V
�w
H
3 O
W
TF� u
Left Thru Ri ht Turn
47 994 1281 7
1689 E476 2865
Out In Total
Apx-45

Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
City : Newport Beach
N-S Direction : Jamboree Rd
E-W Direction: Eastbluff Dr N, Universit
File Name
: JA 4765
Site Code
: 00000000
Start Date
: 3/31/2022
Page No
:3
Jamboree Rd
University Dr
Jamboree Rd
Eastbluff Dr N,
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Tutu
Right
Thru
Left
u turn
App. TMaI
Right
Thru
Left
U Tum
App. Trnal
Int. Total
Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30
78 291
24 4
36 1
3 28
66 0
97 1078
16:45
90 310
35 4
439
20 26
46 0
92 77
361
8 2
448
4 1
17:00
86 335
37 2
460
35 30
60 0
125
71 408
11 3
493
1 20
87 1
109
1187
17:15
96 48
80 139
90 428
7 1
526
4 27
62 0
93 1188
Total volume
350
1221
144
11 1726
122
106
227
1 456
322
1586
34 9
1951
12 100
269
2 383
4516
App. Total

20.3 70.7

8.3 0.6

26.8 23.2

49.8 0.2

16.5 81.3

1.7 0.5

3.1 26.1

70.2 0.5
PHF
.911
.911
.750
.688
.938
.847
.883
.709
.250
.820
.894
.926
.773
.750
.927
.750
.893
.773
.500
.878
.950
Jamboree Rd
Out In Total
1977 1726 1 3703
3501 12211 144 11
Right ThruLe, ft
Turn
Peak Hour Data
~�
N
A,
* �
mO
Z
o
North
°' C
c M
a
Peak Hour Begins at 16:30
rn
3 w
cao
Turning Movements
rn
O�
` E
&—po;DC3
T Fl" U
Left Thru Ri ht Turn
34 1586 322 9
1460 E451 F 3411
Out In Total
Apx-46

M u M

LEVEL OF SERVICE WORKSHEETS
Apx-47

EXISTING
Apx-48

Default Scenario Mon Mar 27, 2023 11:19:42 Page 4-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.358
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 418 961 0 0 254 226 0 0 0 252 858 167
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 961 0 0 254 226 0 0 0 252 858 167
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 418 961 0 0 254 226 0 0 0 252 858 167
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 418 961 0 0 254 226 0 0 0 252 858 167
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 418 961 0 0 254 226 0 0 0 252 858 167
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.35 0.65 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5357 1043 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.13 0.20 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.16 0.16 0.16 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Mon Mar 27, 2023 11:19:42 Page 5-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.487
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 698 199 87 457 0 682 1292 453 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 698 199 87 457 0 682 1292 453 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 698 199 87 457 0 682 1292 453 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 698 199 87 457 0 682 1292 453 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 698 199 87 457 0 682 1292 453 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.38 2.62 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2211 4189 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.12 0.05 0.10 0.00 0.31 0.31 0.14 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Mon Mar 27, 2023 11:19:42 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.468
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 78 624 0 0 119 110 0 0 0 360 1161 149
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 624 0 0 119 110 0 0 0 360 1161 149
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 624 0 0 119 110 0 0 0 360 1161 149
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 78 624 0 0 119 110 0 0 0 360 1161 149
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 624 0 0 119 110 0 0 0 360 1161 149
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.00 3.66 0.34 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1600 5854 546 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.23 0.20 0.27 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Mon Mar 27, 2023 11:19:42 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.344
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 211 240 129 341 0 496 905 194 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 211 240 129 341 0 496 905 194 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 211 240 129 341 0 496 905 194 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 211 240 129 341 0 496 905 194 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 211 240 129 341 0 496 905 194 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.42 3.05 0.53 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 2266 4887 847 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.08 0.04 0.11 0.00 0.22 0.19 0.23 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Mon Mar 27, 2023 11:19:42 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.325
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 45 372 22 187 860 291 254 406 37 21 170 60
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 372 22 187 860 291 254 406 37 21 170 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 45 372 22 187 860 291 254 406 37 21 170 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 372 22 187 860 291 254 406 37 21 170 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 45 372 22 187 860 291 254 406 37 21 170 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.75 0.25 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4399 401 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.01 0.12 0.13 0.18 0.08 0.09 0.09 0.01 0.04 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-53

Default Scenario Mon Mar 27, 2023 11:19:42 Page 9-1
1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.283
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 21 363 47 49 608 245 59 179 39 16 113 34
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 363 47 49 608 245 59 179 39 16 113 34
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 363 47 49 608 245 59 179 39 16 113 34
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 21 363 47 49 608 245 59 179 39 16 113 34
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 363 47 49 608 245 59 179 39 16 113 34
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.58 0.42 1.00 1.54 0.46 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2527 673 1600 2460 740 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.01 0.08 0.03 0.03 0.13 0.15 0.04 0.07 0.06 0.01 0.05 0.05 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-54

Default Scenario Mon Mar 27, 2023 11:19:42 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.310
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 32 398 345 48 405 101 18 38 20 147 59 30
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 32 398 345 48 405 101 18 38 20 147 59 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 32 398 345 48 405 101 18 38 20 147 59 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 32 398 345 48 405 101 18 38 20 147 59 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 32 398 345 48 405 101 18 38 20 147 59 30
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.31 0.69 2.00 0.66 0.34 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2097 1103 3200 1061 539 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.08 0.22 0.03 0.08 0.06 0.01 0.02 0.02 0.05 0.06 0.06 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-55

Default Scenario Mon Mar 27, 2023 11:19:42 Page 11-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.368
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 94 544 284 56 320 197 260 597 138 333 747 152 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 544 284 56 320 197 260 597 138 333 747 152 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 544 284 56 320 0 260 597 138 333 747 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 94 544 284 56 320 0 260 597 138 333 747 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 544 284 56 320 0 260 597 138 333 747 152 Ov1AdjVol: 173
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.25 0.75 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5198 1202 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.18 0.02 0.07 0.00 0.08 0.11 0.11 0.07 0.16 0.10 Ov1AdjV/S: 0.11
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Mon Mar 27, 2023 11:19:42 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.378
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 105 1285 65 38 1721 159 78 79 66 165 92 40
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 105 1285 65 38 1721 159 78 79 66 165 92 40 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 105 1285 0 38 1721 159 78 79 0 165 92 40
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 105 1285 0 38 1721 159 78 79 0 165 92 40
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 105 1285 0 38 1721 159 78 79 0 165 92 40
Ov1AdjVol: 120 21
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.00 0.01 0.27 0.10 0.02 0.02 0.00 0.05 0.03 0.03 Ov1AdjV/S: 0.08 0.01
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-57

Default Scenario Mon Mar 27, 2023 11:19:42 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.476
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 90 807 49 210 1565 ill 58 133 31 184 194 87
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 807 49 210 1565 ill 58 133 31 184 194 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 90 807 49 210 1565 ill 58 133 0 184 194 87
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 90 807 49 210 1565 ill 58 133 0 184 194 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 90 807 49 210 1565 ill 58 133 0 184 194 87 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.77 0.23 2.00 2.80 0.20 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6034 366 3200 4482 318 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.13 0.13 0.07 0.35 0.35 0.02 0.04 0.00 0.06 0.06 0.05 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-58

Default Scenario Mon Mar 27, 2023 11:19:42 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.336
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 652 1129 596 0 722 337 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 652 1129 596 0 722 337 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 652 1129 0 0 722 337 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 652 1129 0 0 722 337 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 652 1129 0 0 722 337 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.41 1.59 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 5454 2546 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.20 0.24 0.00 0.00 0.13 0.13 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-59

Default Scenario Mon Mar 27, 2023 11:19:42 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.582
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1605 28 0 729 0 875 380 1209 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1605 28 0 729 0 875 380 1209 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1605 28 0 729 0 875 380 1209 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1605 28 0 729 0 875 380 1209 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1605 28 0 729 0 875 380 1209 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.91 0.09 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7863 137 0 6400 0 3200 1600 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.20 0.20 0.00 0.11 0.00 0.27 0.24 0.38 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-60

Default Scenario Mon Mar 27, 2023 11:19:42 Page 16-1
1400 Bristol Street North Residences
Existing
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.543
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 54 994 128 77 1437 316 361 90 32 220 99 142
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 994 128 77 1437 316 361 90 32 220 99 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 54 994 128 77 1437 316 361 90 32 220 99 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 994 128 77 1437 316 361 90 32 220 99 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 54 994 128 77 1437 316 361 90 32 220 99 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.60 0.40 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2561 639 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.21 0.08 0.02 0.30 0.20 0.14 0.14 0.02 0.07 0.06 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-61

Default Scenario Wed Mar 22, 2023 20:21:08 Page 4-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.614
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 521 557 0 0 575 813 0 0 0 278 1697 107
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 521 557 0 0 575 813 0 0 0 278 1697 107
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 521 557 0 0 575 813 0 0 0 278 1697 107
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 521 557 0 0 575 813 0 0 0 278 1697 107
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 521 557 0 0 575 813 0 0 0 278 1697 107
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.76 0.24 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6020 380 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.16 0.12 0.00 0.00 0.09 0.17 0.00 0.00 0.00 0.17 0.28 0.28 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Apx-62

Default Scenario Wed Mar 22, 2023 20:21:08 Page 5-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.437
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 692 262 123 694 0 435 822 485 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 692 262 123 694 0 435 822 485 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 692 262 123 694 0 435 822 485 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 692 262 123 694 0 435 822 485 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 692 262 123 694 0 435 822 485 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.38 2.62 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2215 4185 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.16 0.08 0.14 0.00 0.20 0.20 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-63

Default Scenario Wed Mar 22, 2023 20:21:08 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.510
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 153 266 0 0 259 506 0 0 0 370 1537 110
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 266 0 0 259 506 0 0 0 370 1537 110
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 153 266 0 0 259 506 0 0 0 370 1537 110
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 266 0 0 259 506 0 0 0 370 1537 110
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 153 266 0 0 259 506 0 0 0 370 1537 110
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.35 2.65 0.00 0.00 0.00 1.00 3.80 0.20 Final Sat.: 3200 3200 0 0 2167 4233 0 0 0 1600 6079 321 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.08 0.00 0.00 0.12 0.12 0.00 0.00 0.00 0.23 0.25 0.34 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-64

Default Scenario Wed Mar 22, 2023 20:21:08 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.352
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 252 264 198 413 0 202 903 ill 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 252 264 198 413 0 202 903 ill 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 252 264 198 413 0 202 903 ill 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 252 264 198 413 0 202 903 111 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 252 264 198 413 0 202 903 ill 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.67 0.33 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5875 525 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.08 0.08 0.06 0.13 0.00 0.13 0.15 0.21 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-65

Default Scenario Wed Mar 22, 2023 20:21:08 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.527
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 150 761 19 69 598 354 262 221 46 35 625 137
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 150 761 19 69 598 354 262 221 46 35 625 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 150 761 19 69 598 354 262 221 46 35 625 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 150 761 19 69 598 354 262 221 46 35 625 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 150 761 19 69 598 354 262 221 46 35 625 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.48 0.52 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3973 827 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.12 0.01 0.04 0.09 0.22 0.08 0.06 0.06 0.01 0.13 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-66

Default Scenario Wed Mar 22, 2023 20:21:08 Page 9-1
1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.370
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 69 535 27 31 539 108 252 186 25 62 263 149
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 69 535 27 31 539 108 252 186 25 62 263 149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 69 535 27 31 539 108 252 186 25 62 263 149
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 535 27 31 539 108 252 186 25 62 263 149 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 69 535 27 31 539 108 252 186 25 62 263 149 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.33 0.67 1.64 1.20 0.16 1.00 1.28 0.72 Final Sat.: 1600 4800 1600 1600 5332 1068 2620 1922 258 1600 2043 1157 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.11 0.02 0.02 0.10 0.10 0.10 0.10 0.10 0.04 0.13 0.13 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-67

Default Scenario Wed Mar 22, 2023 20:21:08 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.352
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 8 420 201 31 528 31 64 87 127 409 36 81
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 420 201 31 528 31 64 87 127 409 36 81
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 420 201 31 528 31 64 87 127 409 36 81
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 8 420 201 31 528 31 64 87 127 409 36 81
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 420 201 31 528 31 64 87 127 409 36 81
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.31 0.69 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 492 1108 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.01 0.09 0.13 0.02 0.11 0.02 0.04 0.05 0.08 0.13 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-68

Default Scenario Wed Mar 22, 2023 20:21:08 Page 11-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.452
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 207 367 308 152 762 333 179 752 55 357 828 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 207 367 308 152 762 333 179 752 55 357 828 88 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 207 367 308 152 762 0 179 752 55 357 828 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 207 367 308 152 762 0 179 752 55 357 828 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 207 367 308 152 762 0 179 752 55 357 828 88 Ov1AdjVol: 189
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.73 0.27 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5964 436 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.08 0.19 0.05 0.16 0.00 0.06 0.13 0.13 0.07 0.17 0.06 OvlAdjV/S: 0.12
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-69

Default Scenario Wed Mar 22, 2023 20:21:08 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.408
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 142 1959 67 56 1423 162 165 102 129 135 104 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 1959 67 56 1423 162 165 102 129 135 104 67 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 142 1959 0 56 1423 162 165 102 0 135 104 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 142 1959 0 56 1423 162 165 102 0 135 104 67 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 142 1959 0 56 1423 162 165 102 0 135 104 67 Ov1AdjVol: 80 39
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Vol/Sat: 0.04 0.31 0.00 0.02 0.22 0.10 0.05 0.03 0.00 0.04 0.03 0.04 Ov1AdjV/S: 0.05 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-70

Default Scenario Wed Mar 22, 2023 20:21:08 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.494
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 54 1428 172 120 811 105 158 255 82 118 274 251 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 1428 172 120 811 105 158 255 82 118 274 251 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 54 1428 172 120 811 105 158 255 0 118 274 251 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 1428 172 120 811 105 158 255 0 118 274 251 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 54 1428 172 120 811 105 158 255 0 118 274 251 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.57 0.43 2.00 2.66 0.34 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5712 688 3200 4250 550 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.25 0.25 0.04 0.19 0.19 0.05 0.08 0.00 0.04 0.09 0.16 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-71

Default Scenario Wed Mar 22, 2023 20:21:08 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.350
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 579 1027 880 0 722 541 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 579 1027 880 0 722 541 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 579 1027 0 0 722 541 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 579 1027 0 0 722 541 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 579 1027 0 0 722 541 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.18 0.21 0.00 0.00 0.15 0.17 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-72

Default Scenario Wed Mar 22, 2023 20:21:08 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.604
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2046 72 0 743 0 513 686 1086 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2046 72 0 743 0 513 686 1086 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2046 72 0 743 0 513 686 1086 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2046 72 0 743 0 513 686 1086 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2046 72 0 743 0 513 686 1086 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.83 0.17 0.00 4.00 0.00 1.28 1.72 2.00 0.00 0.00 0.00 Final Sat.: 0 7728 272 0 6400 0 2054 2746 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.26 0.26 0.00 0.12 0.00 0.25 0.25 0.34 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-73

Default Scenario Wed Mar 22, 2023 20:21:08 Page 16-1
1400 Bristol Street North Residences
Existing
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.566
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 43 1586 322 155 1221 350 271 100 12 228 106 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 1586 322 155 1221 350 271 100 12 228 106 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 43 1586 322 155 1221 350 271 100 12 228 106 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 1586 322 155 1221 350 271 100 12 228 106 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 43 1586 322 155 1221 350 271 100 12 228 106 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.46 0.54 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2337 863 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.33 0.20 0.05 0.25 0.22 0.12 0.12 0.01 0.07 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-74

TPO YEAR 2027 WITHOUT PROJECT
Apx-75

Default Scenario Mon Mar 27, 2023 11:20:41 Page 4-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.369
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 418 961 0 0 254 226 0 0 0 252 858 167
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 961 0 0 254 226 0 0 0 252 858 167
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 7 0 0 7 0 0 0 0 15 91 0
Initial Fut: 418 968 0 0 261 226 0 0 0 267 949 167
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 418 968 0 0 261 226 0 0 0 267 949 167
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 418 968 0 0 261 226 0 0 0 267 949 167
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 418 968 0 0 261 226 0 0 0 267 949 167
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.40 0.60 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5442 958 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.13 0.20 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.17 0.17 0.17 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-76

Default Scenario Mon Mar 27, 2023 11:20:41 Page 5-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.493
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 698 199 87 457 0 682 1292 453 0 0 0
Growth Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 733 209 87 457 0 682 1292 453 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 2 -2 0 22 0 5 -2 0 0 0 0
Initial Fut: 0 735 207 87 479 0 687 1290 453 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 735 207 87 479 0 687 1290 453 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 735 207 87 479 0 687 1290 453 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 735 207 87 479 0 687 1290 453 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.39 2.61 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2224 4176 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.13 0.05 0.10 0.00 0.31 0.31 0.14 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-77

Default Scenario Mon Mar 27, 2023 11:20:41 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.488
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 78 624 0 0 119 110 0 0 0 360 1161 149
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 624 0 0 119 110 0 0 0 360 1161 149
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 0 0 9 23 0 0 0 21 83 11
Initial Fut: 78 625 0 0 128 133 0 0 0 381 1244 160
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 625 0 0 128 133 0 0 0 381 1244 160
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 78 625 0 0 128 133 0 0 0 381 1244 160
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 625 0 0 128 133 0 0 0 381 1244 160
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.96 2.04 0.00 0.00 0.00 1.00 3.66 0.34 Final Sat.: 3200 3200 0 0 3139 3261 0 0 0 1600 5853 547 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.24 0.21 0.29 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-78

Default Scenario Mon Mar 27, 2023 11:20:41 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.352
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 211 240 129 341 0 496 905 194 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 211 240 129 341 0 496 905 194 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 0 29 1 0 0 -5 0 0 0 0
Initial Fut: 0 212 240 158 342 0 496 900 194 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 212 240 158 342 0 496 900 194 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 212 240 158 342 0 496 900 194 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 212 240 158 342 0 496 900 194 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.42 3.05 0.53 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 2274 4875 851 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.08 0.05 0.11 0.00 0.22 0.18 0.23 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-79

Default Scenario Mon Mar 27, 2023 11:20:41 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.335
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 45 372 22 187 860 291 254 406 37 21 170 60
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 391 23 196 903 306 254 406 37 21 170 60 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 87 0 2 34 0 0 0 0 0 0 5
Initial Fut: 47 478 23 198 937 306 254 406 37 21 170 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 47 478 23 198 937 306 254 406 37 21 170 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 478 23 198 937 306 254 406 37 21 170 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 47 478 23 198 937 306 254 406 37 21 170 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.75 0.25 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4399 401 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.07 0.01 0.12 0.15 0.19 0.08 0.09 0.09 0.01 0.04 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-80

Default Scenario Mon Mar 27, 2023 11:20:41 Page 9-1
1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.313
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 21 363 47 49 608 245 59 179 39 16 113 34
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 381 49 51 638 257 59 179 39 16 113 34
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 17 0 12 28 0 32 12 0 0 12 50
Initial Fut: 22 398 49 63 666 257 91 191 39 16 125 84
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 398 49 63 666 257 91 191 39 16 125 84
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 398 49 63 666 257 91 191 39 16 125 84
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 398 49 63 666 257 91 191 39 16 125 84
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.64 0.36 1.00 1.20 0.80 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2620 580 1600 1914 1286 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.01 0.08 0.03 0.04 0.14 0.16 0.06 0.07 0.07 0.01 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-81

Default Scenario Mon Mar 27, 2023 11:20:41 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.330
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 32 398 345 48 405 101 18 38 20 147 59 30
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 418 362 50 425 106 18 38 20 147 59 30
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 22 6 0 35 0 0 0 0 15 0 0
Initial Fut: 34 440 368 50 460 106 18 38 20 162 59 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 440 368 50 460 106 18 38 20 162 59 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 440 368 50 460 106 18 38 20 162 59 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 440 368 50 460 106 18 38 20 162 59 30
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.31 0.69 2.00 0.66 0.34 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2097 1103 3200 1061 539 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.09 0.23 0.03 0.10 0.07 0.01 0.02 0.02 0.05 0.06 0.06 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-82

Default Scenario Mon Mar 27, 2023 11:20:41 Page 11-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.417
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 94 544 284 56 320 197 260 597 138 333 747 152 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 99 571 298 59 336 207 273 627 145 350 784 160 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: -2 12 5 4 30 16 9 35 4 41 116 11
Initial Fut: 97 583 303 63 366 223 282 662 149 391 900 171 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 583 303 63 366 0 282 662 149 391 900 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 97 583 303 63 366 0 282 662 149 391 900 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 583 303 63 366 0 282 662 149 391 900 171 OvlAdjVol: 173
--------------------------- --------------- --------------- ---------------� Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.27 0.73 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5225 1175 4800 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module:

Vol/Sat: 0.03 0.12 0.19 0.02 0.08 0.00 0.09 0.13 0.13 0.08 0.19 0.11 OvlAdjV/S: 0.11
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-83

Default Scenario Mon Mar 27, 2023 11:20:41 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.408
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 105 1285 65 38 1721 159 78 79 66 165 92 40
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 1349 68 40 1807 167 78 79 66 165 92 40 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 1 17 8 0 52 2 2 5 1 16 1 0
Initial Fut: 111 1366 76 40 1859 169 80 84 67 181 93 40 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 111 1366 0 40 1859 169 80 84 0 181 93 40
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 111 1366 0 40 1859 169 80 84 0 181 93 40
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 111 1366 0 40 1859 169 80 84 0 181 93 40
OvlAdjVol: 129 20
--------------------------- --------------- --------------- ---------------� Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module:

Vol/Sat: 0.03 0.21 0.00 0.01 0.29 0.11 0.03 0.03 0.00 0.06 0.03 0.03 OvlAdjV/S: 0.08 0.01
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-84

Default Scenario Mon Mar 27, 2023 11:20:41 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.504
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 90 807 49 210 1565 ill 58 133 31 184 194 87
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 847 51 221 1643 117 58 133 31 184 194 87 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 11 100 5 0 23 1 2 0 2 1 0 0
Initial Fut: 106 947 56 221 1666 118 60 133 33 185 194 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 106 947 56 221 1666 118 60 133 0 185 194 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 106 947 56 221 1666 118 60 133 0 185 194 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 106 947 56 221 1666 118 60 133 0 185 194 87 ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.78 0.22 2.00 2.80 0.20 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6040 360 3200 4484 316 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.16 0.07 0.37 0.37 0.02 0.04 0.00 0.06 0.06 0.05 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-85

Default Scenario Mon Mar 27, 2023 11:20:41 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.367
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 652 1129 596 0 722 337 0 0 0 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 685 1185 626 0 758 354 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: -7 40 17 0 59 71 0 0 0 0 0 0
Initial Fut: 678 1225 643 0 817 425 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 678 1225 0 0 817 425 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 678 1225 0 0 817 425 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 678 1225 0 0 817 425 0 0 0 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.29 1.71 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 5263 2737 0 0 0 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.21 0.26 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-86

Default Scenario Mon Mar 27, 2023 11:20:41 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.605
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1605 28 0 729 0 875 380 1209 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1685 29 0 765 0 875 380 1209 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 27 0 0 59 0 22 12 30 0 0 0
Initial Fut: 0 1712 29 0 824 0 897 392 1239 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1712 29 0 824 0 897 392 1239 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1712 29 0 824 0 897 392 1239 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1712 29 0 824 0 897 392 1239 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.92 0.08 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7865 135 0 6400 0 3200 1600 3200 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.22 0.22 0.00 0.13 0.00 0.28 0.25 0.39 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-87

Default Scenario Mon Mar 27, 2023 11:20:41 Page 16-1
1400 Bristol Street North Residences
TPO 2027 Without Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.578
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 54 994 128 77 1437 316 361 90 32 220 99 142
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1044 134 81 1509 332 361 90 32 220 99 142 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 38 4 0 90 0 0 0 0 0 0 0
Initial Fut: 57 1082 138 81 1599 332 361 90 32 220 99 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 57 1082 138 81 1599 332 361 90 32 220 99 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 1082 138 81 1599 332 361 90 32 220 99 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 57 1082 138 81 1599 332 361 90 32 220 99 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.60 0.40 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2561 639 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.23 0.09 0.03 0.33 0.21 0.14 0.14 0.02 0.07 0.06 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-88

Default Scenario Wed Mar 22, 2023 21:08:32 Page 4-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.620
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 521 557 0 0 575 813 0 0 0 278 1697 107
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 521 557 0 0 575 813 0 0 0 278 1697 107
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 14 0 0 4 0 0 0 0 3 37 0
Initial Fut: 521 571 0 0 579 813 0 0 0 281 1734 107
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 521 571 0 0 579 813 0 0 0 281 1734 107
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 521 571 0 0 579 813 0 0 0 281 1734 107
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 521 571 0 0 579 813 0 0 0 281 1734 107
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6028 372 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.16 0.12 0.00 0.00 0.09 0.17 0.00 0.00 0.00 0.18 0.29 0.29 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Apx-89

Default Scenario Wed Mar 22, 2023 21:08:32 Page 5-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.458
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 692 262 123 694 0 435 822 485 0 0 0
Growth Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 727 275 123 694 0 435 822 485 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 4 16 0 6 0 10 8 0 0 0 0
Initial Fut: 0 731 291 123 700 0 445 830 485 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 731 291 123 700 0 445 830 485 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 731 291 123 700 0 445 830 485 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 731 291 123 700 0 445 830 485 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.40 2.60 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2234 4166 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.18 0.08 0.15 0.00 0.20 0.20 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-90

Default Scenario Wed Mar 22, 2023 21:08:32 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.521
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 153 266 0 0 259 506 0 0 0 370 1537 110
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 266 0 0 259 506 0 0 0 370 1537 110
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 0 0 4 10 0 0 0 2 33 5
Initial Fut: 153 267 0 0 263 516 0 0 0 372 1570 115
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 153 267 0 0 263 516 0 0 0 372 1570 115
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 267 0 0 263 516 0 0 0 372 1570 115
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 153 267 0 0 263 516 0 0 0 372 1570 115
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.35 2.65 0.00 0.00 0.00 1.00 3.80 0.20 Final Sat.: 3200 3200 0 0 2161 4239 0 0 0 1600 6072 328 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.08 0.00 0.00 0.12 0.12 0.00 0.00 0.00 0.23 0.26 0.35 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-91

Default Scenario Wed Mar 22, 2023 21:08:32 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.358
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 252 264 198 413 0 202 903 ill 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 252 264 198 413 0 202 903 111 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 1 4 4 1 0 0 24 0 0 0 0
Initial Fut: 0 253 268 202 414 0 202 927 ill 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 253 268 202 414 0 202 927 ill 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 253 268 202 414 0 202 927 ill 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 253 268 202 414 0 202 927 111 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.68 0.32 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5887 513 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.08 0.08 0.06 0.13 0.00 0.13 0.16 0.22 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-92

Default Scenario Wed Mar 22, 2023 21:08:32 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.543
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 150 761 19 69 598 354 262 221 46 35 625 137
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 158 799 20 72 628 372 262 221 46 35 625 137 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 53 0 6 71 0 0 0 0 0 0 3
Initial Fut: 158 852 20 78 699 372 262 221 46 35 625 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 158 852 20 78 699 372 262 221 46 35 625 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 158 852 20 78 699 372 262 221 46 35 625 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 158 852 20 78 699 372 262 221 46 35 625 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.48 0.52 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3973 827 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.10 0.13 0.01 0.05 0.11 0.23 0.08 0.06 0.06 0.01 0.13 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-93

Default Scenario Wed Mar 22, 2023 21:08:32 Page 9-1
1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.417
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 69 535 27 31 539 108 252 186 25 62 263 149
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 562 28 33 566 113 252 186 25 62 263 149 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 24 0 52 34 0 12 9 0 0 12 27
Initial Fut: 72 586 28 85 600 113 264 195 25 62 275 176 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 586 28 85 600 113 264 195 25 62 275 176
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 72 586 28 85 600 113 264 195 25 62 275 176 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 586 28 85 600 113 264 195 25 62 275 176 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.36 0.64 1.64 1.21 0.15 1.00 1.22 0.78 Final Sat.: 1600 4800 1600 1600 5383 1017 2620 1933 248 1600 1951 1249 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.12 0.02 0.05 0.11 0.11 0.10 0.10 0.10 0.04 0.14 0.14 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-94

Default Scenario Wed Mar 22, 2023 21:08:32 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.373
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 8 420 201 31 528 31 64 87 127 409 36 81
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 441 211 33 554 33 64 87 127 409 36 81
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 30 16 0 27 0 0 0 0 12 0 0
Initial Fut: 8 471 227 33 581 33 64 87 127 421 36 81
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 471 227 33 581 33 64 87 127 421 36 81
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 8 471 227 33 581 33 64 87 127 421 36 81
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 471 227 33 581 33 64 87 127 421 36 81
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.31 0.69 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 492 1108 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.01 0.10 0.14 0.02 0.12 0.02 0.04 0.05 0.08 0.13 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-95

Default Scenario Wed Mar 22, 2023 21:08:32 Page 11-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.497
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 207 367 308 152 762 333 179 752 55 357 828 88 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 217 385 323 160 800 350 188 790 58 375 869 92 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 8 27 42 12 12 20 14 128 -2 18 62 7
Initial Fut: 225 412 365 172 812 370 202 918 56 393 931 99 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 225 412 365 172 812 0 202 918 56 393 931 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 225 412 365 172 812 0 202 918 56 393 931 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 225 412 365 172 812 0 202 918 56 393 931 99 OvlAdjVol: 234
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.77 0.23 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6033 367 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.07 0.09 0.23 0.05 0.17 0.00 0.06 0.15 0.15 0.08 0.19 0.06 OvlAdjV/S: 0.15
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-96

Default Scenario Wed Mar 22, 2023 21:08:32 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.437
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 142 1959 67 56 1423 162 165 102 129 135 104 67 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 2057 70 59 1494 170 165 102 129 135 104 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 4 67 18 0 27 11 5 3 2 6 4 0
Initial Fut: 153 2124 88 59 1521 181 170 105 131 141 108 67 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 153 2124 0 59 1521 181 170 105 0 141 108 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 2124 0 59 1521 181 170 105 0 141 108 67 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 153 2124 0 59 1521 181 170 105 0 141 108 67 OvlAdjVol: 96 38
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Vol/Sat: 0.05 0.33 0.00 0.02 0.24 0.11 0.05 0.03 0.00 0.04 0.03 0.04 OvlAdjV/S: 0.06 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-97

Default Scenario Wed Mar 22, 2023 21:08:32 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.516
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 54 1428 172 120 811 105 158 255 82 118 274 251 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1499 181 126 852 110 158 255 82 118 274 251 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 6 47 3 0 97 2 1 0 12 5 0 0
Initial Fut: 63 1546 184 126 949 112 159 255 94 123 274 251 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 63 1546 184 126 949 112 159 255 0 123 274 251 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 63 1546 184 126 949 112 159 255 0 123 274 251 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 63 1546 184 126 949 112 159 255 0 123 274 251 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.58 0.42 2.00 2.68 0.32 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5721 679 3200 4292 508 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.27 0.27 0.04 0.22 0.22 0.05 0.08 0.00 0.04 0.09 0.16 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-98

Default Scenario Wed Mar 22, 2023 21:08:32 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.391
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 579 1027 880 0 722 541 0 0 0 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 608 1078 924 0 758 568 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 15 139 30 0 27 60 0 0 0 0 0 0
Initial Fut: 623 1217 954 0 785 628 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 623 1217 0 0 785 628 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 623 1217 0 0 785 628 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 623 1217 0 0 785 628 0 0 0 0 0 0
Saturation Flow Module:

Vol/Sat: 0.19 0.25 0.00 0.00 0.16 0.20 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-99

Default Scenario Wed Mar 22, 2023 21:08:32 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.635
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2046 72 0 743 0 513 686 1086 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2148 76 0 780 0 513 686 1086 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 80 0 0 26 0 90 5 26 0 0 0
Initial Fut: 0 2228 76 0 806 0 603 691 1112 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2228 76 0 806 0 603 691 1112 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2228 76 0 806 0 603 691 1112 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2228 76 0 806 0 603 691 1112 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.84 0.16 0.00 4.00 0.00 1.40 1.60 2.00 0.00 0.00 0.00 Final Sat.: 0 7737 263 0 6400 0 2237 2563 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.29 0.29 0.00 0.13 0.00 0.27 0.27 0.35 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-100

Default Scenario Wed Mar 22, 2023 21:08:32 Page 16-1
1400 Bristol Street North Residences
TPO 2027 Without Project
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.609
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 43 1586 322 155 1221 350 271 100 12 228 106 122 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 1665 338 163 1282 368 271 100 12 228 106 122 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 106 7 0 60 0 0 0 0 7 0 0
Initial Fut: 45 1771 345 163 1342 368 271 100 12 235 106 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 45 1771 345 163 1342 368 271 100 12 235 106 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 1771 345 163 1342 368 271 100 12 235 106 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 45 1771 345 163 1342 368 271 100 12 235 106 0 Saturation Flow Module:

Vol/Sat: 0.03 0.37 0.22 0.05 0.28 0.23 0.12 0.12 0.01 0.07 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-101

TPO YEAR 2027 WITH PROJECT
Apx-102

Default Scenario Mon Mar 27, 2023 11:21:19 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.378
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 418 961 0 0 254 226 0 0 0 252 858 167
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 961 0 0 254 226 0 0 0 252 858 167
Added Vol: 0 0 0 0 0 0 0 0 0 2 11 0
PasserByVol: 0 7 0 0 7 0 0 0 0 15 91 0
Initial Fut: 418 968 0 0 261 226 0 0 0 269 960 167
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 418 968 0 0 261 226 0 0 0 269 960 167
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 418 968 0 0 261 226 0 0 0 269 960 167
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 418 968 0 0 261 226 0 0 0 269 960 167
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.41 0.59 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5452 948 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.13 0.20 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.17 0.18 0.18 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-103

Default Scenario Mon Mar 27, 2023 11:21:19 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.487
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 698 199 87 457 0 682 1292 453 0 0 0
Growth Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 733 209 87 457 0 682 1292 453 0 0 0
Added Vol: 0 0 -7 0 2 0 0 -6 0 0 0 0
PasserByVol: 0 2 -2 0 22 0 5 -2 0 0 0 0
Initial Fut: 0 735 200 87 481 0 687 1284 453 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 735 200 87 481 0 687 1284 453 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 735 200 87 481 0 687 1284 453 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 735 200 87 481 0 687 1284 453 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.39 2.61 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2231 4169 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-104

Default Scenario Mon Mar 27, 2023 11:21:19 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.493
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 78 624 0 0 119 110 0 0 0 360 1161 149
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 624 0 0 119 110 0 0 0 360 1161 149
Added Vol: 0 0 0 0 0 0 0 0 0 32 14 12
PasserByVol: 0 1 0 0 9 23 0 0 0 21 83 11
Initial Fut: 78 625 0 0 128 133 0 0 0 413 1258 172
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 625 0 0 128 133 0 0 0 413 1258 172
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 78 625 0 0 128 133 0 0 0 413 1258 172
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 625 0 0 128 133 0 0 0 413 1258 172
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.96 2.04 0.00 0.00 0.00 1.00 3.64 0.36 Final Sat.: 3200 3200 0 0 3139 3261 0 0 0 1600 5823 577 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.26 0.22 0.30 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-105

Default Scenario Mon Mar 27, 2023 11:21:19 Page 9-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.360
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 211 240 129 341 0 496 905 194 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 211 240 129 341 0 496 905 194 0 0 0
Added Vol: 0 0 0 32 0 0 0 -13 0 0 0 0
PasserByVol: 0 1 0 29 1 0 0 -5 0 0 0 0
Initial Fut: 0 212 240 190 342 0 496 887 194 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 212 240 190 342 0 496 887 194 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 212 240 190 342 0 496 887 194 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 212 240 190 342 0 496 887 194 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.43 3.03 0.54 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 2295 4843 861 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.08 0.06 0.11 0.00 0.22 0.18 0.23 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-106

Default Scenario Mon Mar 27, 2023 11:21:19 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.335
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 45 372 22 187 860 291 254 406 37 21 170 60
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 391 23 196 903 306 254 406 37 21 170 60 Added Vol: 0 9 0 0 -2 0 0 0 0 0 0 0
PasserByVol: 0 87 0 2 34 0 0 0 0 0 0 5
Initial Fut: 47 487 23 198 935 306 254 406 37 21 170 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 47 487 23 198 935 306 254 406 37 21 170 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 487 23 198 935 306 254 406 37 21 170 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 47 487 23 198 935 306 254 406 37 21 170 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.75 0.25 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4399 401 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.08 0.01 0.12 0.15 0.19 0.08 0.09 0.09 0.01 0.04 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-107

Default Scenario Mon Mar 27, 2023 11:21:19 Page 11-1
1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.313
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 21 363 47 49 608 245 59 179 39 16 113 34
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 381 49 51 638 257 59 179 39 16 113 34
Added Vol: 0 0 0 0 -2 0 9 3 0 0 0 0
PasserByVol: 0 17 0 12 28 0 32 12 0 0 12 50
Initial Fut: 22 398 49 63 664 257 100 194 39 16 125 84
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 398 49 63 664 257 100 194 39 16 125 84
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 398 49 63 664 257 100 194 39 16 125 84
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 398 49 63 664 257 100 194 39 16 125 84
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.65 0.35 1.00 1.20 0.80 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2637 563 1600 1914 1286 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-108

Default Scenario Mon Mar 27, 2023 11:21:19 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.330
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 32 398 345 48 405 101 18 38 20 147 59 30
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 418 362 50 425 106 18 38 20 147 59 30
Added Vol: 0 0 0 0 -2 0 0 0 0 -2 0 0
PasserByVol: 0 22 6 0 35 0 0 0 0 15 0 0
Initial Fut: 34 440 368 50 458 106 18 38 20 160 59 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 440 368 50 458 106 18 38 20 160 59 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 440 368 50 458 106 18 38 20 160 59 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 440 368 50 458 106 18 38 20 160 59 30
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.31 0.69 2.00 0.66 0.34 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2097 1103 3200 1061 539 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-109

Default Scenario Mon Mar 27, 2023 11:21:19 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.416
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 94 544 284 56 320 197 260 597 138 333 747 152 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 99 571 298 59 336 207 273 627 145 350 784 160 Added Vol: -6 0 0 0 0 -4 0 15 5 0 -3 0
PasserByVol: -2 12 5 4 30 16 9 35 4 41 116 11
Initial Fut: 91 583 303 63 366 219 282 677 154 391 897 171 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 91 583 303 63 366 0 282 677 154 391 897 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 91 583 303 63 366 0 282 677 154 391 897 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 91 583 303 63 366 0 282 677 154 391 897 171 OvlAdjVol: 173
--------------------------- --------------- --------------- ---------------� Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.26 0.74 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5214 1186 4800 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module:

Apx-110

Default Scenario Mon Mar 27, 2023 11:21:19 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.409
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 105 1285 65 38 1721 159 78 79 66 165 92 40
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 1349 68 40 1807 167 78 79 66 165 92 40 Added Vol: 0 -8 0 0 5 0 0 0 0 0 0 0
PasserByVol: 1 17 8 0 52 2 2 5 1 16 1 0
Initial Fut: 111 1358 76 40 1864 169 80 84 67 181 93 40 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 111 1358 0 40 1864 169 80 84 0 181 93 40
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 111 1358 0 40 1864 169 80 84 0 181 93 40
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 111 1358 0 40 1864 169 80 84 0 181 93 40
OvlAdjVol: 129 20
--------------------------- --------------- --------------- ---------------� Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module:

Apx-111

Default Scenario Mon Mar 27, 2023 11:21:19 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.503
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 90 807 49 210 1565 ill 58 133 31 184 194 87
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 847 51 221 1643 117 58 133 31 184 194 87 Added Vol: 0 15 0 0 -3 0 0 0 0 0 0 0
PasserByVol: 11 100 5 0 23 1 2 0 2 1 0 0
Initial Fut: 106 962 56 221 1663 118 60 133 33 185 194 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 106 962 56 221 1663 118 60 133 0 185 194 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 106 962 56 221 1663 118 60 133 0 185 194 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 106 962 56 221 1663 118 60 133 0 185 194 87 ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.78 0.22 2.00 2.80 0.20 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6045 355 3200 4483 317 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-112

Default Scenario Mon Mar 27, 2023 11:21:19 Page 16-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.360
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 652 1129 596 0 722 337 0 0 0 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 685 1185 626 0 758 354 0 0 0 0 0 0
Added Vol: -19 20 0 0 0 -12 0 0 0 0 0 0
PasserByVol: -7 40 17 0 59 71 0 0 0 0 0 0
Initial Fut: 659 1245 643 0 817 413 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 659 1245 0 0 817 413 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 659 1245 0 0 817 413 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 659 1245 0 0 817 413 0 0 0 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.32 1.68 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 5315 2685 0 0 0 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.21 0.26 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-113

Default Scenario Mon Mar 27, 2023 11:21:19 Page 17-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.606
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1605 28 0 729 0 875 380 1209 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1685 29 0 765 0 875 380 1209 0 0 0
Added Vol: 0 -6 0 0 0 0 7 6 5 0 0 0
PasserByVol: 0 27 0 0 59 0 22 12 30 0 0 0
Initial Fut: 0 1706 29 0 824 0 904 398 1244 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1706 29 0 824 0 904 398 1244 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1706 29 0 824 0 904 398 1244 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1706 29 0 824 0 904 398 1244 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.92 0.08 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7864 136 0 6400 0 3200 1600 3200 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-114

Default Scenario Mon Mar 27, 2023 11:21:19 Page 18-1
1400 Bristol Street North Residences
TPO 2027 With Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.579
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 54 994 128 77 1437 316 361 90 32 220 99 142
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1044 134 81 1509 332 361 90 32 220 99 142 Added Vol: 0 -6 0 0 5 0 0 0 0 0 0 0
PasserByVol: 0 38 4 0 90 0 0 0 0 0 0 0
Initial Fut: 57 1076 138 81 1604 332 361 90 32 220 99 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 57 1076 138 81 1604 332 361 90 32 220 99 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 1076 138 81 1604 332 361 90 32 220 99 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 57 1076 138 81 1604 332 361 90 32 220 99 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.60 0.40 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2561 639 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.22 0.09 0.03 0.33 0.21 0.14 0.14 0.02 0.07 0.06 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-115

Default Scenario Wed Mar 22, 2023 21:21:11 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.619
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 521 557 0 0 575 813 0 0 0 278 1697 107
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 521 557 0 0 575 813 0 0 0 278 1697 107
Added Vol: 0 0 0 0 0 0 0 0 0 -5 -3 0
PasserByVol: 0 14 0 0 4 0 0 0 0 3 37 0
Initial Fut: 521 571 0 0 579 813 0 0 0 276 1731 107
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 521 571 0 0 579 813 0 0 0 276 1731 107
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 521 571 0 0 579 813 0 0 0 276 1731 107
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 521 571 0 0 579 813 0 0 0 276 1731 107
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6027 373 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.16 0.12 0.00 0.00 0.09 0.17 0.00 0.00 0.00 0.17 0.29 0.29 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Apx-116

Default Scenario Wed Mar 22, 2023 21:21:11 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.460
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 692 262 123 694 0 435 822 485 0 0 0
Growth Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 727 275 123 694 0 435 822 485 0 0 0
Added Vol: 0 0 1 0 -5 0 0 9 0 0 0 0
PasserByVol: 0 4 16 0 6 0 10 8 0 0 0 0
Initial Fut: 0 731 292 123 695 0 445 839 485 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 731 292 123 695 0 445 839 485 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 731 292 123 695 0 445 839 485 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 731 292 123 695 0 445 839 485 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.39 2.61 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2218 4182 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.18 0.08 0.14 0.00 0.20 0.20 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-117

Default Scenario Wed Mar 22, 2023 21:21:11 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.519
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 153 266 0 0 259 506 0 0 0 370 1537 110
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 266 0 0 259 506 0 0 0 370 1537 110
Added Vol: 0 0 0 0 0 0 0 0 0 -5 -8 0
PasserByVol: 0 1 0 0 4 10 0 0 0 2 33 5
Initial Fut: 153 267 0 0 263 516 0 0 0 367 1562 115
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 153 267 0 0 263 516 0 0 0 367 1562 115
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 267 0 0 263 516 0 0 0 367 1562 115
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 153 267 0 0 263 516 0 0 0 367 1562 115
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.35 2.65 0.00 0.00 0.00 1.00 3.79 0.21 Final Sat.: 3200 3200 0 0 2161 4239 0 0 0 1600 6071 329 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Apx-118

Default Scenario Wed Mar 22, 2023 21:21:11 Page 9-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.359
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 252 264 198 413 0 202 903 ill 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 252 264 198 413 0 202 903 111 0 0 0
Added Vol: 0 0 0 -5 0 0 0 11 0 0 0 0
PasserByVol: 0 1 4 4 1 0 0 24 0 0 0 0
Initial Fut: 0 253 268 197 414 0 202 938 ill 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 253 268 197 414 0 202 938 ill 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 253 268 197 414 0 202 938 ill 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 253 268 197 414 0 202 938 111 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.68 0.32 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5892 508 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Apx-119

Default Scenario Wed Mar 22, 2023 21:21:11 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.543
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 150 761 19 69 598 354 262 221 46 35 625 137
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 158 799 20 72 628 372 262 221 46 35 625 137 Added Vol: 0 0 0 0 7 0 0 0 0 0 0 0
PasserByVol: 0 53 0 6 71 0 0 0 0 0 0 3
Initial Fut: 158 852 20 78 706 372 262 221 46 35 625 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 158 852 20 78 706 372 262 221 46 35 625 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 158 852 20 78 706 372 262 221 46 35 625 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 158 852 20 78 706 372 262 221 46 35 625 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.48 0.52 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3973 827 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Apx-120

Default Scenario Wed Mar 22, 2023 21:21:11 Page 11-1
1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.417
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 69 535 27 31 539 108 252 186 25 62 263 149
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 562 28 33 566 113 252 186 25 62 263 149 Added Vol: 0 0 0 0 7 0 0 -1 0 0 0 0
PasserByVol: 0 24 0 52 34 0 12 9 0 0 12 27
Initial Fut: 72 586 28 85 607 113 264 194 25 62 275 176 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 586 28 85 607 113 264 194 25 62 275 176
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 72 586 28 85 607 113 264 194 25 62 275 176 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 586 28 85 607 113 264 194 25 62 275 176 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.37 0.63 1.64 1.21 0.15 1.00 1.22 0.78 Final Sat.: 1600 4800 1600 1600 5392 1008 2622 1929 249 1600 1951 1249 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Apx-121

Default Scenario Wed Mar 22, 2023 21:21:11 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.374
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 8 420 201 31 528 31 64 87 127 409 36 81
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 441 211 33 554 33 64 87 127 409 36 81
Added Vol: 0 0 0 0 7 0 0 0 0 2 0 0
PasserByVol: 0 30 16 0 27 0 0 0 0 12 0 0
Initial Fut: 8 471 227 33 588 33 64 87 127 423 36 81
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 471 227 33 588 33 64 87 127 423 36 81
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 8 471 227 33 588 33 64 87 127 423 36 81
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 471 227 33 588 33 64 87 127 423 36 81
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.31 0.69 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 492 1108 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Apx-122

Default Scenario Wed Mar 22, 2023 21:21:11 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.502
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 207 367 308 152 762 333 179 752 55 357 828 88 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 217 385 323 160 800 350 188 790 58 375 869 92 Added Vol: 9 0 0 0 0 10 0 1 -6 0 12 0
PasserByVol: 8 27 42 12 12 20 14 128 -2 18 62 7
Initial Fut: 234 412 365 172 812 380 202 919 50 393 943 99 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 234 412 365 172 812 0 202 919 50 393 943 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 234 412 365 172 812 0 202 919 50 393 943 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 234 412 365 172 812 0 202 919 50 393 943 99 OvlAdjVol: 234
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.79 0.21 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6071 329 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.07 0.09 0.23 0.05 0.17 0.00 0.06 0.15 0.15 0.08 0.20 0.06 OvlAdjV/S: 0.15
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-123

Default Scenario Wed Mar 22, 2023 21:21:11 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.438
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 142 1959 67 56 1423 162 165 102 129 135 104 67 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 2057 70 59 1494 170 165 102 129 135 104 67 Added Vol: 0 4 0 0 -6 0 0 0 0 0 0 0
PasserByVol: 4 67 18 0 27 11 5 3 2 6 4 0
Initial Fut: 153 2128 88 59 1515 181 170 105 131 141 108 67 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 153 2128 0 59 1515 181 170 105 0 141 108 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 2128 0 59 1515 181 170 105 0 141 108 67 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 153 2128 0 59 1515 181 170 105 0 141 108 67 OvlAdjVol: 96 38
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Apx-124

Default Scenario Wed Mar 22, 2023 21:21:11 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.516
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 54 1428 172 120 811 105 158 255 82 118 274 251 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1499 181 126 852 110 158 255 82 118 274 251 Added Vol: 0 1 0 0 12 0 0 0 0 0 0 0
PasserByVol: 6 47 3 0 97 2 1 0 12 5 0 0
Initial Fut: 63 1547 184 126 961 112 159 255 94 123 274 251 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 63 1547 184 126 961 112 159 255 0 123 274 251 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 63 1547 184 126 961 112 159 255 0 123 274 251 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 63 1547 184 126 961 112 159 255 0 123 274 251 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.58 0.42 2.00 2.69 0.31 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5721 679 3200 4298 502 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Apx-125

Default Scenario Wed Mar 22, 2023 21:21:11 Page 16-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.405
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 579 1027 880 0 722 541 0 0 0 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 608 1078 924 0 758 568 0 0 0 0 0 0
Added Vol: 15 -5 0 0 0 31 0 0 0 0 0 0
PasserByVol: 15 139 30 0 27 60 0 0 0 0 0 0
Initial Fut: 638 1212 954 0 785 659 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 638 1212 0 0 785 659 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 638 1212 0 0 785 659 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 638 1212 0 0 785 659 0 0 0 0 0 0
Saturation Flow Module:

Vol/Sat: 0.20 0.25 0.00 0.00 0.16 0.21 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-126

Default Scenario Wed Mar 22, 2023 21:21:11 Page 17-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.635
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2046 72 0 743 0 513 686 1086 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2148 76 0 780 0 513 686 1086 0 0 0
Added Vol: 0 4 0 0 0 0 6 3 -4 0 0 0
PasserByVol: 0 80 0 0 26 0 90 5 26 0 0 0
Initial Fut: 0 2232 76 0 806 0 609 694 1108 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2232 76 0 806 0 609 694 1108 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2232 76 0 806 0 609 694 1108 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2232 76 0 806 0 609 694 1108 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.84 0.16 0.00 4.00 0.00 1.40 1.60 2.00 0.00 0.00 0.00 Final Sat.: 0 7738 262 0 6400 0 2243 2557 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Apx-127

Default Scenario Wed Mar 22, 2023 21:21:11 Page 18-1
1400 Bristol Street North Residences
TPO 2027 With Project
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.610
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 43 1586 322 155 1221 350 271 100 12 228 106 122 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 1665 338 163 1282 368 271 100 12 228 106 122 Added Vol: 0 4 0 0 -4 0 0 0 0 0 0 0
PasserByVol: 0 106 7 0 60 0 0 0 0 7 0 0
Initial Fut: 45 1775 345 163 1338 368 271 100 12 235 106 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 45 1775 345 163 1338 368 271 100 12 235 106 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 1775 345 163 1338 368 271 100 12 235 106 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 45 1775 345 163 1338 368 271 100 12 235 106 0 Saturation Flow Module:

Apx-128

CEQA YEAR 2027 WITHOUT PROJECT
Apx-129

Default Scenario Mon Mar 27, 2023 11:22:03 Page 4-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.458
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 418 961 0 0 254 226 0 0 0 252 858 167
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 961 0 0 254 226 0 0 0 252 858 167
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 376 0 0 87 203 0 0 0 15 122 0
Initial Fut: 418 1337 0 0 341 429 0 0 0 267 980 167
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 418 1337 0 0 341 429 0 0 0 267 980 167
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 418 1337 0 0 341 429 0 0 0 267 980 167
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 418 1337 0 0 341 429 0 0 0 267 980 167
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.42 0.58 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5468 932 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.13 0.28 0.00 0.00 0.05 0.09 0.00 0.00 0.00 0.17 0.18 0.18 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-130

Default Scenario Mon Mar 27, 2023 11:22:03 Page 5-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.543
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 698 199 87 457 0 682 1292 453 0 0 0
Growth Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 733 209 87 457 0 682 1292 453 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 149 -2 0 102 0 227 55 0 0 0 0
Initial Fut: 0 882 207 87 559 0 909 1347 453 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 882 207 87 559 0 909 1347 453 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 882 207 87 559 0 909 1347 453 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 882 207 87 559 0 909 1347 453 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.05 0.95 1.00 3.00 0.00 1.61 2.39 2.00 0.00 0.00 0.00 Final Sat.: 0 6479 1521 1600 4800 0 2579 3821 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.14 0.14 0.05 0.12 0.00 0.35 0.35 0.14 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-131

Default Scenario Mon Mar 27, 2023 11:22:03 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.498
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 78 624 0 0 119 110 0 0 0 360 1161 149
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 624 0 0 119 110 0 0 0 360 1161 149
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 30 0 0 22 45 0 0 0 21 93 8
Initial Fut: 78 654 0 0 141 155 0 0 0 381 1254 157
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 654 0 0 141 155 0 0 0 381 1254 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 78 654 0 0 141 155 0 0 0 381 1254 157
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 654 0 0 141 155 0 0 0 381 1254 157
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.91 2.09 0.00 0.00 0.00 1.00 3.67 0.33 Final Sat.: 3200 3200 0 0 3049 3351 0 0 0 1600 5866 534 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.24 0.21 0.29 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-132

Default Scenario Mon Mar 27, 2023 11:22:03 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.361
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 211 240 129 341 0 496 905 194 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 211 240 129 341 0 496 905 194 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 7 0 35 8 0 23 30 0 0 0 0
Initial Fut: 0 218 240 164 349 0 519 935 194 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 218 240 164 349 0 519 935 194 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 218 240 164 349 0 519 935 194 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 218 240 164 349 0 519 935 194 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.43 3.06 0.51 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 2284 4891 825 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.08 0.05 0.11 0.00 0.23 0.19 0.24 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-133

Default Scenario Mon Mar 27, 2023 11:22:03 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.441
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 45 372 22 187 860 291 254 406 37 21 170 60
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 391 23 196 903 306 254 406 37 21 170 60 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 334 53 2 124 25 115 254 0 43 258 5
Initial Fut: 47 725 76 198 1027 331 369 660 37 64 428 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 47 725 76 198 1027 331 369 660 37 64 428 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 725 76 198 1027 331 369 660 37 64 428 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 47 725 76 198 1027 331 369 660 37 64 428 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.84 0.16 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4545 255 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.05 0.12 0.16 0.21 0.12 0.15 0.15 0.02 0.09 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-134

Default Scenario Mon Mar 27, 2023 11:22:03 Page 9-1
1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.355
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 21 363 47 49 608 245 59 179 39 16 113 34
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 381 49 51 638 257 59 179 39 16 113 34
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 306 0 29 146 -2 39 64 0 0 27 55
Initial Fut: 22 687 49 80 784 255 98 243 39 16 140 89
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 687 49 80 784 255 98 243 39 16 140 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 687 49 80 784 255 98 243 39 16 140 89
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 687 49 80 784 255 98 243 39 16 140 89
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.02 0.98 1.00 1.69 0.31 1.00 1.22 0.78 Final Sat.: 1600 4800 1600 1600 4829 1571 1600 2707 493 1600 1956 1244 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.01 0.14 0.03 0.05 0.16 0.16 0.06 0.09 0.08 0.01 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-135

Default Scenario Mon Mar 27, 2023 11:22:03 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.404
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 32 398 345 48 405 101 18 38 20 147 59 30
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 418 362 50 425 106 18 38 20 147 59 30
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: -25 307 86 0 156 -3 3 3 26 66 -3 0
Initial Fut: 9 725 448 50 581 103 21 41 46 213 56 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 725 448 50 581 103 21 41 46 213 56 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 9 725 448 50 581 103 21 41 46 213 56 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 725 448 50 581 103 21 41 46 213 56 30
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.65 0.35 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 1042 558 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.01 0.15 0.28 0.03 0.12 0.06 0.01 0.03 0.03 0.07 0.05 0.05 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-136

Default Scenario Mon Mar 27, 2023 11:22:03 Page 11-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.557
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 94 544 284 56 320 197 260 597 138 333 747 152 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 99 571 298 59 336 207 273 627 145 350 784 160 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: -2 220 181 18 141 89 147 295 4 208 264 5
Initial Fut: 97 791 479 77 477 296 420 922 149 558 1048 165 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 791 479 77 477 0 420 922 149 558 1048 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 97 791 479 77 477 0 420 922 149 558 1048 165 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 791 479 77 477 0 420 922 149 558 1048 165 OvlAdjVol: 293
--------------------------- --------------- --------------- ---------------� Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.44 0.56 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5510 890 4800 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.30 0.02 0.10 0.00 0.13 0.17 0.17 0.12 0.22 0.10 OvlAdjV/S: 0.18
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-137

Default Scenario Mon Mar 27, 2023 11:22:03 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.450
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 105 1285 65 38 1721 159 78 79 66 165 92 40
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 1349 68 40 1807 167 78 79 66 165 92 40 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 1 355 12 0 261 7 19 5 1 46 1 0
Initial Fut: 111 1704 80 40 2068 174 97 84 67 211 93 40 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 111 1704 0 40 2068 174 97 84 0 211 93 40
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 111 1704 0 40 2068 174 97 84 0 211 93 40
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 111 1704 0 40 2068 174 97 84 0 211 93 40
OvlAdjVol: 125 20
--------------------------- --------------- --------------- ---------------� Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module:

Vol/Sat: 0.03 0.27 0.00 0.01 0.32 0.11 0.03 0.03 0.00 0.07 0.03 0.03 OvlAdjV/S: 0.08 0.01
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-138

Default Scenario Mon Mar 27, 2023 11:22:03 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.574
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 90 807 49 210 1565 ill 58 133 31 184 194 87
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 847 51 221 1643 117 58 133 31 184 194 87 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 106 259 5 86 202 17 34 0 195 1 0 24
Initial Fut: 201 1106 56 307 1845 134 92 133 226 185 194 ill User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 201 1106 56 307 1845 134 92 133 0 185 194 ill Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 201 1106 56 307 1845 134 92 133 0 185 194 ill PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 201 1106 56 307 1845 134 92 133 0 185 194 ill ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.81 0.19 2.00 2.80 0.20 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6089 311 3200 4476 324 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.18 0.18 0.10 0.41 0.41 0.03 0.04 0.00 0.06 0.06 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-139

Default Scenario Mon Mar 27, 2023 11:22:03 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.394
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 652 1129 596 0 722 337 0 0 0 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 685 1185 626 0 758 354 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: -10 437 17 0 270 81 0 0 0 0 0 0
Initial Fut: 675 1622 643 0 1028 435 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 675 1622 0 0 1028 435 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 675 1622 0 0 1028 435 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 675 1622 0 0 1028 435 0 0 0 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.51 1.49 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 5622 2378 0 0 0 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.21 0.34 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-140

Default Scenario Mon Mar 27, 2023 11:22:03 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.651
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1605 28 0 729 0 875 380 1209 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1685 29 0 765 0 875 380 1209 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 387 0 0 270 0 57 16 33 0 0 0
Initial Fut: 0 2072 29 0 1035 0 932 396 1242 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2072 29 0 1035 0 932 396 1242 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2072 29 0 1035 0 932 396 1242 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2072 29 0 1035 0 932 396 1242 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.93 0.07 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7888 112 0 6400 0 3200 1600 3200 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.26 0.26 0.00 0.16 0.00 0.29 0.25 0.39 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-141

Default Scenario Mon Mar 27, 2023 11:22:03 Page 16-1
1400 Bristol Street North Residences
CEQA 2027 Without Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.636
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 54 994 128 77 1437 316 361 90 32 220 99 142
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1044 134 81 1509 332 361 90 32 220 99 142 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 381 65 0 299 5 17 0 0 30 0 0
Initial Fut: 57 1425 199 81 1808 337 378 90 32 250 99 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 57 1425 199 81 1808 337 378 90 32 250 99 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 1425 199 81 1808 337 378 90 32 250 99 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 57 1425 199 81 1808 337 378 90 32 250 99 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.62 0.38 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2585 615 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.30 0.12 0.03 0.38 0.21 0.15 0.15 0.02 0.08 0.06 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-142

Default Scenario Wed Mar 22, 2023 22:23:51 Page 4-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.677
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 521 557 0 0 575 813 0 0 0 278 1697 107
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 521 557 0 0 575 813 0 0 0 278 1697 107
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 239 0 0 134 223 0 0 0 3 104 0
Initial Fut: 521 796 0 0 709 1036 0 0 0 281 1801 107
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 521 796 0 0 709 1036 0 0 0 281 1801 107
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 521 796 0 0 709 1036 0 0 0 281 1801 107
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 521 796 0 0 709 1036 0 0 0 281 1801 107
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.78 0.22 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6041 359 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.16 0.17 0.00 0.00 0.11 0.22 0.00 0.00 0.00 0.18 0.30 0.30 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Apx-143

Default Scenario Wed Mar 22, 2023 22:23:51 Page 5-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.492
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 692 262 123 694 0 435 822 485 0 0 0
Growth Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 727 275 123 694 0 435 822 485 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 80 16 0 136 0 189 46 0 0 0 0
Initial Fut: 0 807 291 123 830 0 624 868 485 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 807 291 123 830 0 624 868 485 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 807 291 123 830 0 624 868 485 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 807 291 123 830 0 624 868 485 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.67 2.33 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2677 3723 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.13 0.18 0.08 0.17 0.00 0.23 0.23 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-144

Default Scenario Wed Mar 22, 2023 22:23:51 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.535
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 153 266 0 0 259 506 0 0 0 370 1537 110
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 266 0 0 259 506 0 0 0 370 1537 110
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 33 0 0 14 40 0 0 0 2 71 7
Initial Fut: 153 299 0 0 273 546 0 0 0 372 1608 117
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 153 299 0 0 273 546 0 0 0 372 1608 117
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 299 0 0 273 546 0 0 0 372 1608 117
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 153 299 0 0 273 546 0 0 0 372 1608 117
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.33 2.67 0.00 0.00 0.00 1.00 3.80 0.20 Final Sat.: 3200 3200 0 0 2133 4267 0 0 0 1600 6074 326 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.09 0.00 0.00 0.13 0.13 0.00 0.00 0.00 0.23 0.26 0.36 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-145

Default Scenario Wed Mar 22, 2023 22:23:51 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.364
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 252 264 198 413 0 202 903 ill 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 252 264 198 413 0 202 903 111 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 9 4 4 11 0 24 39 0 0 0 0
Initial Fut: 0 261 268 202 424 0 226 942 ill 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 261 268 202 424 0 226 942 ill 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 261 268 202 424 0 226 942 ill 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 261 268 202 424 0 226 942 111 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.68 0.32 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5894 506 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.08 0.08 0.06 0.13 0.00 0.14 0.16 0.22 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-146

Default Scenario Wed Mar 22, 2023 22:23:51 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.669
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 150 761 19 69 598 354 262 221 46 35 625 137
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 158 799 20 72 628 372 262 221 46 35 625 137 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 171 40 6 297 101 35 220 0 51 252 3
Initial Fut: 158 970 60 78 925 473 297 441 46 86 877 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 158 970 60 78 925 473 297 441 46 86 877 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 158 970 60 78 925 473 297 441 46 86 877 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 158 970 60 78 925 473 297 441 46 86 877 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.72 0.28 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4347 453 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.10 0.15 0.04 0.05 0.14 0.30 0.09 0.10 0.10 0.03 0.18 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-147

Default Scenario Wed Mar 22, 2023 22:23:51 Page 9-1
1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.479
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 69 535 27 31 539 108 252 186 25 62 263 149
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 562 28 33 566 113 252 186 25 62 263 149 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 163 0 59 299 5 13 31 0 0 69 46
Initial Fut: 72 725 28 92 865 118 265 217 25 62 332 195 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 725 28 92 865 118 265 217 25 62 332 195
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 72 725 28 92 865 118 265 217 25 62 332 195 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 725 28 92 865 118 265 217 25 62 332 195 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.52 0.48 1.56 1.29 0.15 1.00 1.26 0.74 Final Sat.: 1600 4800 1600 1600 5629 771 2503 2059 238 1600 2016 1184 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.15 0.02 0.06 0.15 0.15 0.11 0.11 0.11 0.04 0.16 0.16 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-148

Default Scenario Wed Mar 22, 2023 22:23:51 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.423
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 8 420 201 31 528 31 64 87 127 409 36 81
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 441 211 33 554 33 64 87 127 409 36 81
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 24 170 68 0 290 2 -2 -2 -16 96 2 0
Initial Fut: 32 611 279 33 844 35 62 85 ill 505 38 81
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 32 611 279 33 844 35 62 85 ill 505 38 81
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 32 611 279 33 844 35 62 85 ill 505 38 81
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 32 611 279 33 844 35 62 85 111 505 38 81
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.32 0.68 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 511 1089 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.13 0.17 0.02 0.18 0.02 0.04 0.05 0.07 0.16 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-149

Default Scenario Wed Mar 22, 2023 22:23:51 Page 11-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.620
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 207 367 308 152 762 333 179 752 55 357 828 88 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 217 385 323 160 800 350 188 790 58 375 869 92 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 8 163 181 9 222 144 81 307 -2 207 343 20
Initial Fut: 225 548 504 169 1022 494 269 1097 56 582 1212 112 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 225 548 504 169 1022 0 269 1097 56 582 1212 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 225 548 504 169 1022 0 269 1097 56 582 1212 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 225 548 504 169 1022 0 269 1097 56 582 1212 112 OvlAdjVol: 310
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.81 0.19 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6090 310 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.07 0.11 0.32 0.05 0.21 0.00 0.08 0.18 0.18 0.12 0.25 0.07 OvlAdjV/S: 0.19
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-150

Default Scenario Wed Mar 22, 2023 22:23:51 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.476
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 142 1959 67 56 1423 162 165 102 129 135 104 67 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 2057 70 59 1494 170 165 102 129 135 104 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 4 267 24 0 353 11 5 56 2 11 37 0
Initial Fut: 153 2324 94 59 1847 181 170 158 131 146 141 67 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 153 2324 0 59 1847 181 170 158 0 146 141 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 2324 0 59 1847 181 170 158 0 146 141 67 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 153 2324 0 59 1847 181 170 158 0 146 141 67 OvlAdjVol: 96 38
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Vol/Sat: 0.05 0.36 0.00 0.02 0.29 0.11 0.05 0.05 0.00 0.05 0.04 0.04 OvlAdjV/S: 0.06 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-151

Default Scenario Wed Mar 22, 2023 22:23:51 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.622
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 54 1428 172 120 811 105 158 255 82 118 274 251 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1499 181 126 852 110 158 255 82 118 274 251 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 154 256 3 36 276 13 10 0 117 5 0 94
Initial Fut: 211 1755 184 162 1128 123 168 255 199 123 274 345 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 211 1755 184 162 1128 123 168 255 0 123 274 345 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 211 1755 184 162 1128 123 168 255 0 123 274 345 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 211 1755 184 162 1128 123 168 255 0 123 274 345 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.62 0.38 2.00 2.70 0.30 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5794 606 3200 4327 473 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.07 0.30 0.30 0.05 0.26 0.26 0.05 0.08 0.00 0.04 0.09 0.22 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-152

Default Scenario Wed Mar 22, 2023 22:23:51 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.423
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 579 1027 880 0 722 541 0 0 0 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 608 1078 924 0 758 568 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 17 385 30 0 395 98 0 0 0 0 0 0
Initial Fut: 625 1463 954 0 1153 666 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 625 1463 0 0 1153 666 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 625 1463 0 0 1153 666 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 625 1463 0 0 1153 666 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.17 1.83 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 5071 2929 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.20 0.30 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-153

Default Scenario Wed Mar 22, 2023 22:23:51 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.664
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2046 72 0 743 0 513 686 1086 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2148 76 0 780 0 513 686 1086 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 314 0 0 394 0 105 7 24 0 0 0
Initial Fut: 0 2462 76 0 1174 0 618 693 1110 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2462 76 0 1174 0 618 693 1110 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2462 76 0 1174 0 618 693 1110 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2462 76 0 1174 0 618 693 1110 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.85 0.15 0.00 4.00 0.00 1.41 1.59 2.00 0.00 0.00 0.00 Final Sat.: 0 7762 238 0 6400 0 2263 2537 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.32 0.32 0.00 0.18 0.00 0.27 0.27 0.35 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-154

Default Scenario Wed Mar 22, 2023 22:23:51 Page 16-1
1400 Bristol Street North Residences
CEQA 2027 Without Project
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.678
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 43 1586 322 155 1221 350 271 100 12 228 106 122 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 1665 338 163 1282 368 271 100 12 228 106 122 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 333 46 0 407 19 7 0 0 70 0 0
Initial Fut: 45 1998 384 163 1689 387 278 100 12 298 106 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 45 1998 384 163 1689 387 278 100 12 298 106 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 1998 384 163 1689 387 278 100 12 298 106 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 45 1998 384 163 1689 387 278 100 12 298 106 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.47 0.53 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2353 847 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.42 0.24 0.05 0.35 0.24 0.12 0.12 0.01 0.09 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-155

CEQA YEAR 2027 WITH PROJECT
Apx-156

Default Scenario Mon Mar 27, 2023 11:22:44 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.459
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 418 961 0 0 254 226 0 0 0 252 858 167
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 961 0 0 254 226 0 0 0 252 858 167
Added Vol: 0 0 0 0 0 0 0 0 0 2 11 0
PasserByVol: 0 376 0 0 87 203 0 0 0 15 122 0
Initial Fut: 418 1337 0 0 341 429 0 0 0 269 991 167
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 418 1337 0 0 341 429 0 0 0 269 991 167
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 418 1337 0 0 341 429 0 0 0 269 991 167
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 418 1337 0 0 341 429 0 0 0 269 991 167
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.42 0.58 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5477 923 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-157

Default Scenario Mon Mar 27, 2023 11:22:44 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.541
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 698 199 87 457 0 682 1292 453 0 0 0
Growth Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 733 209 87 457 0 682 1292 453 0 0 0
Added Vol: 0 0 -7 0 2 0 0 -6 0 0 0 0
PasserByVol: 0 149 -2 0 102 0 227 55 0 0 0 0
Initial Fut: 0 882 200 87 561 0 909 1341 453 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 882 200 87 561 0 909 1341 453 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 882 200 87 561 0 909 1341 453 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 882 200 87 561 0 909 1341 453 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.08 0.92 1.00 3.00 0.00 1.62 2.38 2.00 0.00 0.00 0.00 Final Sat.: 0 6521 1479 1600 4800 0 2586 3814 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-158

Default Scenario Mon Mar 27, 2023 11:22:44 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.504
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 78 624 0 0 119 110 0 0 0 360 1161 149
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 624 0 0 119 110 0 0 0 360 1161 149
Added Vol: 0 0 0 0 0 0 0 0 0 32 14 12
PasserByVol: 0 30 0 0 22 45 0 0 0 21 93 8
Initial Fut: 78 654 0 0 141 155 0 0 0 413 1268 169
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 654 0 0 141 155 0 0 0 413 1268 169
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 78 654 0 0 141 155 0 0 0 413 1268 169
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 654 0 0 141 155 0 0 0 413 1268 169
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.91 2.09 0.00 0.00 0.00 1.00 3.65 0.35 Final Sat.: 3200 3200 0 0 3049 3351 0 0 0 1600 5835 565 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.26 0.22 0.30 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-159

Default Scenario Mon Mar 27, 2023 11:22:44 Page 9-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.361
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 211 240 129 341 0 496 905 194 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 211 240 129 341 0 496 905 194 0 0 0
Added Vol: 0 0 0 32 0 0 0 -13 0 0 0 0
PasserByVol: 0 7 0 35 8 0 23 30 0 0 0 0
Initial Fut: 0 218 240 196 349 0 519 922 194 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 218 240 196 349 0 519 922 194 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 218 240 196 349 0 519 922 194 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 218 240 196 349 0 519 922 194 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.44 3.04 0.52 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 2305 4861 834 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.08 0.06 0.11 0.00 0.23 0.19 0.23 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-160

Default Scenario Mon Mar 27, 2023 11:22:44 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.441
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 45 372 22 187 860 291 254 406 37 21 170 60
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 391 23 196 903 306 254 406 37 21 170 60 Added Vol: 0 9 0 0 -2 0 0 0 0 0 0 0
PasserByVol: 0 334 53 2 124 25 115 254 0 43 258 5
Initial Fut: 47 734 76 198 1025 331 369 660 37 64 428 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 47 734 76 198 1025 331 369 660 37 64 428 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 734 76 198 1025 331 369 660 37 64 428 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 47 734 76 198 1025 331 369 660 37 64 428 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.84 0.16 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4545 255 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-161

Default Scenario Mon Mar 27, 2023 11:22:44 Page 11-1
1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.355
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 21 363 47 49 608 245 59 179 39 16 113 34
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 381 49 51 638 257 59 179 39 16 113 34
Added Vol: 0 0 0 0 -2 0 9 3 0 0 0 0
PasserByVol: 0 306 0 29 146 -2 39 64 0 0 27 55
Initial Fut: 22 687 49 80 782 255 107 246 39 16 140 89
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 687 49 80 782 255 107 246 39 16 140 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 687 49 80 782 255 107 246 39 16 140 89
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 687 49 80 782 255 107 246 39 16 140 89
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.02 0.98 1.00 1.70 0.30 1.00 1.22 0.78 Final Sat.: 1600 4800 1600 1600 4826 1574 1600 2720 480 1600 1956 1244 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.01 0.14 0.03 0.05 0.16 0.16 0.07 0.09 0.08 0.01 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-162

Default Scenario Mon Mar 27, 2023 11:22:44 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.403
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 32 398 345 48 405 101 18 38 20 147 59 30
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 418 362 50 425 106 18 38 20 147 59 30
Added Vol: 0 0 0 0 -2 0 0 0 0 -2 0 0
PasserByVol: -25 307 86 0 156 -3 3 3 26 66 -3 0
Initial Fut: 9 725 448 50 579 103 21 41 46 211 56 30
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 725 448 50 579 103 21 41 46 211 56 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 9 725 448 50 579 103 21 41 46 211 56 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 725 448 50 579 103 21 41 46 211 56 30
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.65 0.35 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 1042 558 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-163

Default Scenario Mon Mar 27, 2023 11:22:44 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.556
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 94 544 284 56 320 197 260 597 138 333 747 152 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 99 571 298 59 336 207 273 627 145 350 784 160 Added Vol: -6 0 0 0 0 -4 0 15 5 0 -3 0
PasserByVol: -2 220 181 18 141 89 147 295 4 208 264 5
Initial Fut: 91 791 479 77 477 292 420 937 154 558 1045 165 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 91 791 479 77 477 0 420 937 154 558 1045 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 91 791 479 77 477 0 420 937 154 558 1045 165 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 91 791 479 77 477 0 420 937 154 558 1045 165 OvlAdjVol: 293
--------------------------- --------------- --------------- ---------------� Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.44 0.56 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5497 903 4800 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module:

Apx-164

Default Scenario Mon Mar 27, 2023 11:22:44 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.451
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 105 1285 65 38 1721 159 78 79 66 165 92 40
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 1349 68 40 1807 167 78 79 66 165 92 40 Added Vol: 0 -8 0 0 5 0 0 0 0 0 0 0
PasserByVol: 1 355 12 0 261 7 19 5 1 46 1 0
Initial Fut: 111 1696 80 40 2073 174 97 84 67 211 93 40 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 111 1696 0 40 2073 174 97 84 0 211 93 40
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 111 1696 0 40 2073 174 97 84 0 211 93 40
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 111 1696 0 40 2073 174 97 84 0 211 93 40
OvlAdjVol: 125 20
--------------------------- --------------- --------------- ---------------� Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module:

Apx-165

Default Scenario Mon Mar 27, 2023 11:22:44 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.574
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 90 807 49 210 1565 ill 58 133 31 184 194 87
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 847 51 221 1643 117 58 133 31 184 194 87 Added Vol: 0 15 0 0 -3 0 0 0 0 0 0 0
PasserByVol: 106 259 5 86 202 17 34 0 195 1 0 24
Initial Fut: 201 1121 56 307 1842 134 92 133 226 185 194 ill User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 201 1121 56 307 1842 134 92 133 0 185 194 ill Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 201 1121 56 307 1842 134 92 133 0 185 194 ill PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 201 1121 56 307 1842 134 92 133 0 185 194 ill ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.81 0.19 2.00 2.80 0.20 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6093 307 3200 4476 324 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Apx-166

Default Scenario Mon Mar 27, 2023 11:22:44 Page 16-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.386
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 652 1129 596 0 722 337 0 0 0 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 685 1185 626 0 758 354 0 0 0 0 0 0
Added Vol: -19 20 0 0 0 -12 0 0 0 0 0 0
PasserByVol: -10 437 17 0 270 81 0 0 0 0 0 0
Initial Fut: 656 1642 643 0 1028 423 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 656 1642 0 0 1028 423 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 656 1642 0 0 1028 423 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 656 1642 0 0 1028 423 0 0 0 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.54 1.46 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 5669 2331 0 0 0 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.20 0.34 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-167

Default Scenario Mon Mar 27, 2023 11:22:44 Page 17-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.652
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1605 28 0 729 0 875 380 1209 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1685 29 0 765 0 875 380 1209 0 0 0
Added Vol: 0 -6 0 0 0 0 7 6 5 0 0 0
PasserByVol: 0 387 0 0 270 0 57 16 33 0 0 0
Initial Fut: 0 2066 29 0 1035 0 939 402 1247 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2066 29 0 1035 0 939 402 1247 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2066 29 0 1035 0 939 402 1247 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2066 29 0 1035 0 939 402 1247 0 0 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Apx-168

Default Scenario Mon Mar 27, 2023 11:22:44 Page 18-1
1400 Bristol Street North Residences
CEQA 2027 With Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.637
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Newport Beach City CouncilApril 9, 2024

Newport Beach City Council
April 9, 2024