_,
HRGreen.,
PACIFIC
Council Packet - April 6, 2026
Bas
ed on the Ci ty of La Verne General Plan, signalized intersections that are part of the Congestion Management Plan (CMP) network are evaluated using the Intersection Capacity Utilization (ICU) method of analysis. The ICU method determines the volume-to-capacity (v/c) ratios. The overall intersection v/c ratio is described as Level of Service (LOS). LOS is presented in the form of a letter grade (A -F) that provides a qualitative estimate of the operational efficiency or effectiveness of the intersection. Much like an academic report card, LOS A represents the best range of operating conditions (i.e., motorists experiencing little delay or congestion) and LOS F represents the worst (i.e., extreme delay or severe congestion).
LOS D is the maximum acceptable level of service for intersections in La Verne, as established by the La Verne Transportation Study Guidelines; however, since White Avenue and Arrow Highway is a CMP intersection the acceptable level of service under the ICU methodology is E.
Table 1 shows the LOS corresponding to the v/c ratio for intersections and roadway segments . The ICU rating ranges for intersections are established by Synchro versus the ranges for roadways are established by the 2010 Los Angeles County CMP Report.
Table 1: LOS and V/C Ratio
LOS Intersection
V/C Ratio
Roadway Segment
V/C Ratio
A <0.55 <0.61
B 0.55-0.63 0.61-0.70
C 0.64-0.72 0.71-0.80
D 0.73-0.81 0.81-0.90
E 0.82-0.90 0.91-1.00
F 0.91-1.00 >1.00
Detailed intersection LOS worksheets for 2022 Conditions are included in Attachment B. Table 2 shows the LOS of the study intersections using 2022 volumes under both scenarios: with and without the right-turn only lane. Table 3 provides the LOS using 2026 volumes. The intersection operates at an acceptable LOS under all scenarios.
Table 2: 2022 Level of Service
RTOL = Right-Turn Only Lane
Table 3: 2026 Level of Service
RTOL = Right-Turn Only Lane
No. Intersection Control
Type
2022 Without RTOL 2022 With RTOL
AM Peak PM Peak AM Peak PM Peak
V/C LOS V/C LOS V/C LOS V/C LOS
1 White Avenue
and Arrow
Highway
Signal 0.57 B 0.70 C 0.57 B 0.74 D
No. Intersection Control
Type
2026 Without RTOL 2026 With RTOL
AM Peak PM Peak AM Peak PM Peak
V/C LOS V/C LOS V/C LOS V/C LOS
1 White Avenue
and Arrow
Highway
Signal 0.61 B 0.75 D 0.60 B 0.78 D
_,
HRGreen.,
PACIFIC
Council Packet - April 6, 2026
Queuing at Lordsburg Court
At the Lordsburg Court driveway, the anticipated traffic volumes are approximately 22 trips during the morning peak hour and 29 trips during the evening peak hour. This equates to roughly one vehicle every two minutes entering or exiting the driveway, which is not expected to result in spillback onto Arrow Highway. A queuing analysis was performed at the gated entrance on Lordsburg Court and Arrow Highway to determine the required storage length to prevent vehicles from queuing and backing up onto Arrow Highway while waiting for the gate. The queuing reports are included in Attachment C.
Table 4 summarizes the available storage length and 95
th percentile queues to the gated community on Lordsburg Court. A 22-ft car length was assumed. As shown below, all queues can be accommodated with the existing storage lengths.
Table 4: Lordsburg Court Peak Hour Queuing Analysis
SBT = Southbound Through Lane
Roadway Segment Analysis
The roadway was also analyzed to determine the impact of the removal of the outer lane to accommodate the bike way. It was analyzed using a volume to capacity ratio with a LOS assigned per Table 1. As previously discussed, LOS D is an acceptable LOS. The daily volume of 17,108 VPD, which was collected in 2024, was used and a conservative 2% annual growth rate was applied to obtain the 2026 daily volume. Table 4 provides a comparison between the capacity of a 6- lane roadway versus a 4 -lane roadway. As shown, the roadway would operate at an acceptable LOS A in 2026 with a 4-lane configuration.
Table 4: Roadway Segment Capacity
VPD = Vehicle Per Day
Safety Analysis
Under existing conditions, the third eastbound lane terminates at Lordsburg Court, approximately 560- ft easterly from a signalized intersection of Arrow Highway and White Avenue. East of Lordsburg, there are only two travel lanes. There is an existing warning sign upstream of the traffic signal that indicates that through traffic must merge left. As per the proposed improvement, converting the third eastbound through lane at Arrow Highway and White Avenue into RTOL removes the existing unsafe merge conditions between the signal and Lordsburg Court.
Bicyclists are currently required to travel with vehicular traffic. The project will create a separate bikeway that offers more protection from vehicular traffic in a 40-mph roadway. At intersections such as Lordsburg Court, it is Intersection Movement Available Storage
Length (Feet)
AM Peak Hour
(Feet)
PM Peak Hour
(Feet)
Gated Entrance at
Lordsburg Court
Inbound Traffic
(SBT) 60 0 0
Roadway
Segment From To
2024
Volume
(VPD)
Capacity
(# of
Lanes /
VPD)
2026
Volume
(VPD)
Capacity (#
of Lanes /
VPD)
2024
V/C
/LOS
2026
V/C
/LOS
Arrow
Highway
White
Avenue
Lordsburg
Court 17,108 6 / 48,000 17,792 4 / 32,000 0.35 /
A
0.56 /
A
_,
HRGreen.,
PACIFIC
Council Packet - April 6, 2026
rec
ommended that green pavement markings be installed to enhance vi sibility of the bicyclist crossing the intersection. Across the driveway, it’s proposed that a dashed line is painted to warn both motorists and bicyclists that they are entering an area where paths will conflict.
Traffic collision data from the pr evious five years furnished by the La Verne and Pomona Police Departments indicated there were no events of collisions that may be attributed to the merge condition. However, eliminating the merge is expected to only improve safety in this roadway segment.
CONCLUSION
This analysis evaluated the impacts of modifying lane configurations of Arrow Highway between White Avenue and Lordsburg Court in the City of La Verne. As part of the project, the SGVCOG, in partnership with the City of Pomona, is proposing to construct a two -way Class-IV bikeway along the south side of Arrow Highway, necessitating the removal of the existing third eastbound lane. To address lane transitions at the project’s western limit, the existing eastbound shared through/right-turn lane at White Avenue will be converted to a right-turn-only lane. The analysis indicates that, with these improvements, the intersection will continue to operate at an acceptable level of service under both existing and proposed conditions. Additionally, the project will enhance safety for bicycle users and eliminates weaving as a result of the existing merge condition. The analysis indicates that the LOS A will continue to be maintained in the roadway segment.
The removal of the eastbound number three lane to accommodate the bike lane is not expected to significantly affect vehicles entering or exiting the Lordsburg community. The existing storage outside of the gates will continue to satisfy queuing demand should the number three lane be eliminated to allow the Class-IV bikeway. To maintain safe access, enhance pavement markings across the full-access driveway are recommended, improving visibility for exiting drivers and aiding in gap selection. Although “Keep Clear” markings have not historically been used at this driveway, they will be considered in the design process as part of the project along with supplemental signage to reduce Vehicle-Bike conflicts. This approach effectively balances the addition of safe multimodal facilities while protecting the existing flow of traffic with similar level of service and efficient residential access.
_,
HRGreen.,
PACIFIC
Council Packet - April 6, 2026
Attachment A
2022 Counts (retrieved from the 1941 N. White Mixed Used Residential Project TIS)
Council Packet - April 6, 2026
Start Time
07:00AM
07:15 AM
07:30AM
07:45AM
Total
08:00AM
08:15AM
08:30AM
08:45AM
Total
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
Grand Total I
Apprch %
Total%
White Avenue
Southbound
Left I
9 11
18 9
47 20
25 14
21 80
25 28
29 22
104
30 26
19 46
121
352
21.9 3.3
Thru I
39 62
67 76
244
69 57
56 29
211
98 81
89 90
358
98 83
61 66
308
1121
69.6 10.7
Riaht
3 11
14 8
36 15
8 8
7 38
10 5
8 9
32 8
7 13
3 31
1371 8.5
1.3 CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Grouos Printed- Vehicles
Arrow Highway
Westbound
Left I
29 26
34 49
138
25 38
31 28
122
26 27
44 41
138
41 27
32 20
120
518
20.2 4.9
Thru I
108
115
144
138
505
110
110
87 92
399
98 114
106
92 410
96 102
87 70
355
1669
65.2 15.9
Riaht
19 39
29 38
125
24 11
10 18
63 35
19 23
24 101
23 24
17 20
84 3731 14.6
3.5 White Avenue
Northbound
Left I
39 42
65 54
200
59 35
50 44
188
51 37
36 59
183
43 33
46 46
168
739
30.4 7
Thru I
33 62
55 61
211
73 46
50 47
216
80 92
98 70
340
94 78
98 76
346
1113
45.7 10.6
File Name
Site Code
Start Date
Page No
: WhiteAve_ArrowHwy
: 00000000
: 5/4/2022
: 1
Arrow Highway
Riaht
15 13
31 51
110
53 32
22 27
134
39 44
53 38
174
48 35
43 38
164
5821 23.9
5.5 Eastbound
Left I
2 2
5 2
11 8
6 6
4 24
9 22
14 21
66 11
54 16
12 93
194
5 1.8
Thru I
53 76
108
133
370
154
124
63 83
424
253
240
280
264
1037
302
264
256
169
991
2822
72.2 26.8
Riaht
21 39
56 66
182
60 43
30 44
177
54 66
69 63
252
77 63
70 74
284
8951 22.9
8.5 Int. Total I
370
498
626
685
2179
670
535
427
444
2076
778
775
849
793
3195
871
796
758
640
3065
10515
Council Packet - April 6, 2026
CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
File Name
Site Code
Start Date
Page No
: WhiteAve_ArrowHwy
: 00000000
: 5/4/2022
:2
White Avenue Arrow Highway White Avenue Arrow Highway
Southbound Westbound Northbound Eastbound
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30AM 18 67 14
07:45AM 9 76 8
08:00AM 20 69 15
08:15AM 25 57 8
Total Volume 72 269 45
%Aoo. Total 18.7 69.7 11.7
PHF .720 .885 .750
LON .c
99 93
104
90 386
.928
"'n
34 144
49 138
25 110
38 110
146 502
19.5 66.9
.745 .872
29 207 65
38 225 54
24 159 59
11 159 35
102 750 213
13.6 34.6
.671 .833 .819
Out
~
45 72
Left
4 Peak Hour Data
t
North
Peak Hour Begins at 07:30 AM
Vehicles
~ i ~
Left Ri ht
213 167
LMO] I 12551
Out Total
55 31 151 5 108 56
61 51 166 2 133 66
73 53 185 8 154 60
46 32 113 6 124 43
235 167 615 21 519 225
38.2 27.2 2.7 67.8 29.4
.805 .788 .831 .656 .843 .852
169 626
201 685
222 670
173 535
765 2516
.861 .918
Council Packet - April 6, 2026
CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
White Avenue Arrow Highway
Southbound Westbound
White Avenue
Northbound
File Name
Site Code
Start Date
Page No
: WhiteAve_ArrowHwy
: 00000000
: 5/4/2022
:3
Arrow Highway
Eastbound
Left Thru Ri ht A . Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 29 89 8 126 44 106
04:45 PM 22 90 9 121 41 92
05:00 PM 30 98 8 136 41 96
05:15 PM 26 83 7 116 27 102
Total Volume 107 360 32 499 153 396
%Ann. Total 21.4 72.1 6.4 23.8 61.6
PHF .892 .918 .889 .917 .869 .934
§~_t
...J
"'-.... .c
"'h
23 173 36
24 157 59
23 160 43
24 153 33
94 643 171
14.6 25
.979 .929 .725
White Avenue
Out In Total
~ 499 I 10331
32 107
Left
4 Peak Hour Data
i
North
Peak Hour Begins at 04:30 P
Vehicles
~ i ~
Left Ri ht
171 174
c:::zll5l I 14101
Out Total
98 53 187 14 280 69 363 849
70 38 167 21 264 63 348 793
94 48 185 11 302 77 390 871
78 35 146 54 264 63 381 796
340 174 685 100 1110 272 1482 3309
49.6 25.4 6.7 74.9 18.4
.867 .821 .916 .463 .919 .883 .950 .950
i
o
u
C:
-.!:'.f a :;;
r
+
CD-
::I! gJ
Council Packet - April 6, 2026
White Avenue
Southbound
Start Time Bikes I Peds
07:15 AM 0 0
07:30AM 0 0
07:45AM 0 0
Total 0 0
08:00AM I ol
Total I ol
04:00 PM I 1
gl 04:15 PM 0
04:30 PM 1
Total I 2 ol
05:15 PM 0 0
05:30 PM 0 0
05:45 PM 0 0
Total 0 0
Grand Total I 3
gl Apprch % 100
Total% 9.7
CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Grouos Printed- Pedestrians and Bikes
File Name
Site Code
Start Date
Page No
Arrow Highway White Avenue
Westbound Northbound
Bikes I Peds Bikes I Peds
0 6 0 0
1 0 0 0
0 0 0 0
1 6 0 0
ol 0 o I
ol 0 o I
0 ~I
0 g I 0 0
0 0
0 1 I 0 o I
0 0 1 1
1 0 0 0
0 0 0 0
1 0 1 1
3 71
1 1 I 30 70 50 50
9.7 22.6 3.2 3.2
: WhiteAve_ArrowHwy_BP
: 00000000
: 5/4/2022
: 1
Arrow Highway
Eastbound
Bikes I Peds Int. Total I
0 0 6
0 0 1
0 1 1
0 1 8
0 ol 2
0 ol 2
2 ! I
5 0 3
1 3
3 51 11
0 0 2
0 0 1
1 6 7
1 6 10
4 121
31 25 75
12.9 38.7
Council Packet - April 6, 2026
White Avenue
Southbound
Start Time Bikes I Peds I App. Total
CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Arrow Highway
Westbound
File Name
Site Code
Start Date
Page No
White Avenue
Northbound
: WhiteAve_ArrowHwy_BP
: 00000000
: 5/4/2022
:2
Arrow Highway
Eastbound
Bikes I Peds I App. Total Bikes I Peds I App. Total Bikes I Peds I App. Total Int. Total I Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07: 15 AM
07:15AM 0 0 0 0 6 6 0 0 0 0 0 0 6
07:30AM 0 0 0 1 0 1 0 0 0 0 0 0 1
07:45AM 0 0 0 0 0 0 0 0 0 0 1 1 1
08:00AM 1 0 1 1 0 1 0 0 0 0 0 0 2
Total Volume 1 0 1 2 6 8 0 0 0 0 1 1 10
% APo. Total 100 0 25 75 0 0 0 100
PHF .250 .000 .250 .500 .250 .333 .000 .000 .000 .000 .250 .250 .417 White Avenue
Out In Total
c:::]J~c=JJ
1 0
Thru Peds
l
Peak Hour Data
in t -I~□~~
~(~:::,
North
~ ~ .i:-----. +--::r 0
'6>c: .... 2"' -~ j:-
I
Peak Hour Begins at 07:15 AMII :::, -·
~ T"" ~ ~ a, rg.
g LJ rf.
Pedestrians and Bikes C. ::e
"' C) II)
<C -
□{~
:::,
0 i
Thru Peds
~ c=JJ c=JJ
Out In Total
\Al~I+- Ao, __ ,,_
Council Packet - April 6, 2026
White Avenue
Southbound
Start Time Bikes I Peds I
App.
Total
CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Arrow Highway
Westbound
File Name
Site Code
Start Date
Page No
White Avenue
Northbound
: WhiteAve_ArrowHwy_BP
: 00000000
: 5/4/2022
:3
Arrow Highway
Eastbound
Bikes I Peds I
App. Bikes I Peds I
App. Bikes I Peds I
App. Int. Total I
Total Total Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 1 0 0 0 0 0 0 2 2 4 5
04:15 PM 0 0 0 0 1 1 0 0 0 0 2 2 3
04:30 PM 1 0 1 0 0 0 0 0 0 1 1 2 3
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 2 0 2 0 1 1 0 0 0 3 5 8 11
% Aoo. Total 100 0 0 100 0 0 37.5 62.5
PHF .500 .000 .500 .000 .250 .250 .000 .000 .000 .375 .625 .500 .550 White Avenue
Out In Total
c:Jil~c::::2l
2 0
Thru Peds
1 Peak Hour Data
]in t
~
U~\ ~
>, ~~
North
1 a:, ~_____.
-I ~
+--~ a
C) C: t- C: -~ 5:-
I
Peak Hour Begins at 04:00 P'i ::, -· :it LO rn ~ cg.
g LJ ~
Pedestrians and Bikes
~ □ ~ <C "5 --1 '<
0 0
,I>.![
T
Thru Peds
~ c::::2l c::::2l
Out In Total
lAIL.:4-- A••--116
Council Packet - April 6, 2026
Attachment B
Level of Service Worksheets
Council Packet - April 6, 2026
Intersection Capacity Utilization
3: White Ave & Arrow Hwy 02/06/2026
Existing AM Peak Hour Synchro 12 Report
Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations
Volume (vph) 213 235 167 72 269 45 21 519 225 146 502 102 Pedestrians
Ped Button
Pedestrian Timing (s)
Free Right No No No No
Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.5 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 5.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 213 235 167 72 269 45 21 744 0 146 502 102 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.95 0.85 0.95 1.00 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3618 1615 1805 4941 0 1805 3618 1615 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00
Protected Option Allowed Yes Yes Yes Yes
Reference Time (s) 14.2 7.8 12.4 4.8 8.9 3.3 1.4 18.1 0.0 9.7 16.7 7.6 Adj Reference Time (s) 18.7 12.3 16.9 9.5 13.4 9.5 9.5 22.6 0.0 14.2 21.2 12.1 Permitted Option
Adj Saturation A (vph) 120 1809 120 1809 120 1647 120 1809 Reference Time A (s) 212.4 7.8 71.8 8.9 20.9 18.1 145.6 16.7 Adj Saturation B (vph NA NA NA NA NA NA NA NA
Reference Time B (s) NA NA NA NA NA NA NA NA
Reference Time (s) 212.4 71.8 20.9 145.6
Adj Reference Time (s) 216.9 76.3 25.4 150.1
Split Option
Ref Time Combined (s) 14.2 7.8 4.8 8.9 1.4 18.1 9.7 16.7 Ref Time Seperate (s) 14.2 7.8 4.8 8.9 1.4 12.6 9.7 16.7 Reference Time (s) 14.2 14.2 8.9 8.9 18.1 18.1 16.7 16.7 Adj Reference Time (s) 18.7 18.7 13.4 13.4 22.6 22.6 21.2 21.2 Summary NB SB NW SE Combined
Protected Option (s) 32.1 36.8
Permitted Option (s) 216.9 150.1
Split Option (s) 32.1 43.7
Minimum (s) 32.1 36.8 68.9
Right Turns NBR SBR NWR
Adj Reference Time (s) 16.9 9.5 12.1
Cross Thru Ref Time (s) 22.6 21.2 12.3
Oncoming Left Ref Time (s) 9.5 18.7 9.5
Combined (s) 49.0 49.3 33.9
Intersection Summary
Intersection Capacity Utilization 57.4% ICU Level of Service B Reference Times and Phasing Options do not represent an optimized timing plan.
' tt ' ' tt ' tt '
Council Packet - April 6, 2026
Intersection Capacity Utilization
3: White Ave & Arrow Hwy 02/06/2026
Existing PM Peak Hour Synchro 12 Report
Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations
Volume (vph) 171 340 174 107 360 32 100 1110 272 153 396 94 Pedestrians
Ped Button
Pedestrian Timing (s)
Free Right No No No No
Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.5 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 5.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 171 340 174 107 360 32 100 1382 0 153 396 94 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.97 0.85 0.95 1.00 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3618 1615 1805 5023 0 1805 3618 1615 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00
Protected Option Allowed Yes Yes Yes Yes
Reference Time (s) 11.4 11.3 12.9 7.1 11.9 2.4 6.6 33.0 0.0 10.2 13.1 7.0 Adj Reference Time (s) 15.9 15.8 17.4 11.6 16.4 9.5 11.1 37.5 0.0 14.7 17.6 11.5 Permitted Option
Adj Saturation A (vph) 120 1809 120 1809 120 1674 120 1809 Reference Time A (s) 170.5 11.3 106.7 11.9 99.7 33.0 152.6 13.1 Adj Saturation B (vph NA NA NA NA NA NA NA NA
Reference Time B (s) NA NA NA NA NA NA NA NA
Reference Time (s) 170.5 106.7 99.7 152.6
Adj Reference Time (s) 175.0 111.2 104.2 157.1
Split Option
Ref Time Combined (s) 11.4 11.3 7.1 11.9 6.6 33.0 10.2 13.1 Ref Time Seperate (s) 11.4 11.3 7.1 11.9 6.6 26.5 10.2 13.1 Reference Time (s) 11.4 11.4 11.9 11.9 33.0 33.0 13.1 13.1 Adj Reference Time (s) 15.9 15.9 16.4 16.4 37.5 37.5 17.6 17.6 Summary NB SB NW SE Combined
Protected Option (s) 32.3 52.2
Permitted Option (s) 175.0 157.1
Split Option (s) 32.3 55.2
Minimum (s) 32.3 52.2 84.5
Right Turns NBR SBR NWR
Adj Reference Time (s) 17.4 9.5 11.5
Cross Thru Ref Time (s) 37.5 17.6 15.8
Oncoming Left Ref Time (s) 11.6 15.9 11.1
Combined (s) 66.6 43.0 38.4
Intersection Summary
Intersection Capacity Utilization 70.4% ICU Level of Service C Reference Times and Phasing Options do not represent an optimized timing plan.
' tt ' ' tt ' tt '
Council Packet - April 6, 2026
Intersection Capacity Utilization
3: White Ave & Arrow Hwy 02/06/2026
Existing AM Peak Hour (RTOL) Synchro 12 Report
Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations
Volume (vph) 213 235 167 72 269 45 21 519 225 146 502 102 Pedestrians
Ped Button
Pedestrian Timing (s)
Free Right No No No No
Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 213 235 167 72 269 45 21 519 225 146 502 102 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3618 1615 1805 3618 1615 1805 3618 1615 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00
Protected Option Allowed Yes Yes Yes Yes
Reference Time (s) 14.2 7.8 12.4 4.8 8.9 3.3 1.4 17.2 16.7 9.7 16.7 7.6 Adj Reference Time (s) 18.7 12.3 16.9 9.5 13.4 9.5 9.5 21.7 21.2 14.2 21.2 12.1 Permitted Option
Adj Saturation A (vph) 120 1809 120 1809 120 1809 120 1809 Reference Time A (s) 212.4 7.8 71.8 8.9 20.9 17.2 145.6 16.7 Adj Saturation B (vph NA NA NA NA NA NA NA NA
Reference Time B (s) NA NA NA NA NA NA NA NA
Reference Time (s) 212.4 71.8 20.9 145.6
Adj Reference Time (s) 216.9 76.3 25.4 150.1
Split Option
Ref Time Combined (s) 14.2 7.8 4.8 8.9 1.4 17.2 9.7 16.7 Ref Time Seperate (s) 14.2 7.8 4.8 8.9 1.4 17.2 9.7 16.7 Reference Time (s) 14.2 14.2 8.9 8.9 17.2 17.2 16.7 16.7 Adj Reference Time (s) 18.7 18.7 13.4 13.4 21.7 21.7 21.2 21.2 Summary NB SB NW SE Combined
Protected Option (s) 32.1 35.9
Permitted Option (s) 216.9 150.1
Split Option (s) 32.1 42.9
Minimum (s) 32.1 35.9 68.0
Right Turns NBR SBR SER NWR
Adj Reference Time (s) 16.9 9.5 21.2 12.1
Cross Thru Ref Time (s) 21.7 21.2 13.4 12.3
Oncoming Left Ref Time (s) 9.5 18.7 14.2 9.5
Combined (s) 48.1 49.3 48.8 33.9
Intersection Summary
Intersection Capacity Utilization 56.7% ICU Level of Service B Reference Times and Phasing Options do not represent an optimized timing plan.
Council Packet - April 6, 2026
Intersection Capacity Utilization
3: White Ave & Arrow Hwy 02/06/2026
Existing PM Peak Hour (RTOL) Synchro 12 Report
Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations
Volume (vph) 171 340 174 107 360 32 100 1110 272 153 396 94 Pedestrians
Ped Button
Pedestrian Timing (s)
Free Right No No No No
Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 171 340 174 107 360 32 100 1110 272 153 396 94 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3618 1615 1805 3618 1615 1805 3618 1615 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00
Protected Option Allowed Yes Yes Yes Yes
Reference Time (s) 11.4 11.3 12.9 7.1 11.9 2.4 6.6 36.8 20.2 10.2 13.1 7.0 Adj Reference Time (s) 15.9 15.8 17.4 11.6 16.4 9.5 11.1 41.3 24.7 14.7 17.6 11.5 Permitted Option
Adj Saturation A (vph) 120 1809 120 1809 120 1809 120 1809 Reference Time A (s) 170.5 11.3 106.7 11.9 99.7 36.8 152.6 13.1 Adj Saturation B (vph NA NA NA NA NA NA NA NA
Reference Time B (s) NA NA NA NA NA NA NA NA
Reference Time (s) 170.5 106.7 99.7 152.6
Adj Reference Time (s) 175.0 111.2 104.2 157.1
Split Option
Ref Time Combined (s) 11.4 11.3 7.1 11.9 6.6 36.8 10.2 13.1 Ref Time Seperate (s) 11.4 11.3 7.1 11.9 6.6 36.8 10.2 13.1 Reference Time (s) 11.4 11.4 11.9 11.9 36.8 36.8 13.1 13.1 Adj Reference Time (s) 15.9 15.9 16.4 16.4 41.3 41.3 17.6 17.6 Summary NB SB NW SE Combined
Protected Option (s) 32.3 56.0
Permitted Option (s) 175.0 157.1
Split Option (s) 32.3 59.0
Minimum (s) 32.3 56.0 88.3
Right Turns NBR SBR SER NWR
Adj Reference Time (s) 17.4 9.5 24.7 11.5
Cross Thru Ref Time (s) 41.3 17.6 16.4 15.8
Oncoming Left Ref Time (s) 11.6 15.9 14.7 11.1
Combined (s) 70.4 43.0 55.8 38.4
Intersection Summary
Intersection Capacity Utilization 73.6% ICU Level of Service D Reference Times and Phasing Options do not represent an optimized timing plan.
Council Packet - April 6, 2026
Intersection Capacity Utilization
3: White Ave & Arrow Hwy 02/06/2026
2026 AM Peak Hour (No RTOL) Synchro 12 Report
Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations
Volume (vph) 230 254 180 78 291 49 23 561 243 158 542 110 Pedestrians
Ped Button
Pedestrian Timing (s)
Free Right No No No No
Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.5 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 5.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 230 254 180 78 291 49 23 804 0 158 542 110 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.95 0.85 0.95 1.00 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3618 1615 1805 4941 0 1805 3618 1615 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00
Protected Option Allowed Yes Yes Yes Yes
Reference Time (s) 15.3 8.4 13.4 5.2 9.6 3.6 1.5 19.5 0.0 10.5 18.0 8.2 Adj Reference Time (s) 19.8 12.9 17.9 9.7 14.1 9.5 9.5 24.0 0.0 15.0 22.5 12.7 Permitted Option
Adj Saturation A (vph) 120 1809 120 1809 120 1647 120 1809 Reference Time A (s) 229.4 8.4 77.5 9.6 22.6 19.5 157.2 18.0 Adj Saturation B (vph NA NA NA NA NA NA NA NA
Reference Time B (s) NA NA NA NA NA NA NA NA
Reference Time (s) 229.4 77.5 22.6 157.2
Adj Reference Time (s) 233.9 82.0 27.1 161.7
Split Option
Ref Time Combined (s) 15.3 8.4 5.2 9.6 1.5 19.5 10.5 18.0 Ref Time Seperate (s) 15.3 8.4 5.2 9.6 1.5 13.6 10.5 18.0 Reference Time (s) 15.3 15.3 9.6 9.6 19.5 19.5 18.0 18.0 Adj Reference Time (s) 19.8 19.8 14.1 14.1 24.0 24.0 22.5 22.5 Summary NB SB NW SE Combined
Protected Option (s) 33.9 39.0
Permitted Option (s) 233.9 161.7
Split Option (s) 33.9 46.5
Minimum (s) 33.9 39.0 72.9
Right Turns NBR SBR NWR
Adj Reference Time (s) 17.9 9.5 12.7
Cross Thru Ref Time (s) 24.0 22.5 12.9
Oncoming Left Ref Time (s) 9.7 19.8 9.5
Combined (s) 51.6 51.8 35.1
Intersection Summary
Intersection Capacity Utilization 60.8% ICU Level of Service B Reference Times and Phasing Options do not represent an optimized timing plan.
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Council Packet - April 6, 2026
Intersection Capacity Utilization
3: White Ave & Arrow Hwy 02/06/2026
2026 PM Peak Hour (No RTOL) Synchro 12 Report
Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations
Volume (vph) 185 367 188 116 389 35 108 1199 294 165 428 102 Pedestrians
Ped Button
Pedestrian Timing (s)
Free Right No No No No
Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.5 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 5.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 185 367 188 116 389 35 108 1493 0 165 428 102 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.97 0.85 0.95 1.00 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3618 1615 1805 5023 0 1805 3618 1615 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00
Protected Option Allowed Yes Yes Yes Yes
Reference Time (s) 12.3 12.2 14.0 7.7 12.9 2.6 7.2 35.7 0.0 11.0 14.2 7.5 Adj Reference Time (s) 16.8 16.7 18.5 12.2 17.4 9.5 11.7 40.2 0.0 15.5 18.7 12.0 Permitted Option
Adj Saturation A (vph) 120 1809 120 1809 120 1674 120 1809 Reference Time A (s) 184.2 12.2 115.2 12.9 107.7 35.7 164.8 14.2 Adj Saturation B (vph NA NA NA NA NA NA NA NA
Reference Time B (s) NA NA NA NA NA NA NA NA
Reference Time (s) 184.2 115.2 107.7 164.8
Adj Reference Time (s) 188.7 119.7 112.2 169.3
Split Option
Ref Time Combined (s) 12.3 12.2 7.7 12.9 7.2 35.7 11.0 14.2 Ref Time Seperate (s) 12.3 12.2 7.7 12.9 7.2 28.6 11.0 14.2 Reference Time (s) 12.3 12.3 12.9 12.9 35.7 35.7 14.2 14.2 Adj Reference Time (s) 16.8 16.8 17.4 17.4 40.2 40.2 18.7 18.7 Summary NB SB NW SE Combined
Protected Option (s) 34.2 55.6
Permitted Option (s) 188.7 169.3
Split Option (s) 34.2 58.8
Minimum (s) 34.2 55.6 89.8
Right Turns NBR SBR NWR
Adj Reference Time (s) 18.5 9.5 12.0
Cross Thru Ref Time (s) 40.2 18.7 16.7
Oncoming Left Ref Time (s) 12.2 16.8 11.7
Combined (s) 70.8 45.0 40.4
Intersection Summary
Intersection Capacity Utilization 74.8% ICU Level of Service D Reference Times and Phasing Options do not represent an optimized timing plan.
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Council Packet - April 6, 2026
Intersection Capacity Utilization
3: White Ave & Arrow Hwy 02/06/2026
2026 AM Peak Hour (RTOL) Synchro 12 Report
Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations
Volume (vph) 230 254 180 78 291 49 23 561 243 158 542 110 Pedestrians
Ped Button
Pedestrian Timing (s)
Free Right No No No No
Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 230 254 180 78 291 49 23 561 243 158 542 110 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3618 1615 1805 3618 1615 1805 3618 1615 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00
Protected Option Allowed Yes Yes Yes Yes
Reference Time (s) 15.3 8.4 13.4 5.2 9.6 3.6 1.5 18.6 18.1 10.5 18.0 8.2 Adj Reference Time (s) 19.8 12.9 17.9 9.7 14.1 9.5 9.5 23.1 22.6 15.0 22.5 12.7 Permitted Option
Adj Saturation A (vph) 120 1809 120 1809 120 1809 120 1809 Reference Time A (s) 229.4 8.4 77.5 9.6 22.6 18.6 157.2 18.0 Adj Saturation B (vph NA NA NA NA NA NA NA NA
Reference Time B (s) NA NA NA NA NA NA NA NA
Reference Time (s) 229.4 77.5 22.6 157.2
Adj Reference Time (s) 233.9 82.0 27.1 161.7
Split Option
Ref Time Combined (s) 15.3 8.4 5.2 9.6 1.5 18.6 10.5 18.0 Ref Time Seperate (s) 15.3 8.4 5.2 9.6 1.5 18.6 10.5 18.0 Reference Time (s) 15.3 15.3 9.6 9.6 18.6 18.6 18.0 18.0 Adj Reference Time (s) 19.8 19.8 14.1 14.1 23.1 23.1 22.5 22.5 Summary NB SB NW SE Combined
Protected Option (s) 33.9 38.1
Permitted Option (s) 233.9 161.7
Split Option (s) 33.9 45.6
Minimum (s) 33.9 38.1 72.0
Right Turns NBR SBR SER NWR
Adj Reference Time (s) 17.9 9.5 22.6 12.7
Cross Thru Ref Time (s) 23.1 22.5 14.1 12.9
Oncoming Left Ref Time (s) 9.7 19.8 15.0 9.5
Combined (s) 50.7 51.8 51.7 35.1
Intersection Summary
Intersection Capacity Utilization 60.0% ICU Level of Service B Reference Times and Phasing Options do not represent an optimized timing plan.
Council Packet - April 6, 2026
Intersection Capacity Utilization
3: White Ave & Arrow Hwy 02/06/2026
2026 PM Peak Hour (RTOL) Synchro 12 Report
Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations
Volume (vph) 185 367 188 116 389 35 108 1199 294 165 428 102 Pedestrians
Ped Button
Pedestrian Timing (s)
Free Right No No No No
Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Minimum Green (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Refr Cycle Length (s) 120 120 120 120 120 120 120 120 120 120 120 120 Volume Combined (vph) 185 367 188 116 389 35 108 1199 294 165 428 102 Lane Utilization Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Turning Factor (vph) 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Saturated Flow (vph) 1805 3618 1615 1805 3618 1615 1805 3618 1615 1805 3618 1615 Ped Intf Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Frequency (%) 0.00 0.00 0.00 0.00
Protected Option Allowed Yes Yes Yes Yes
Reference Time (s) 12.3 12.2 14.0 7.7 12.9 2.6 7.2 39.8 21.8 11.0 14.2 7.5 Adj Reference Time (s) 16.8 16.7 18.5 12.2 17.4 9.5 11.7 44.3 26.3 15.5 18.7 12.0 Permitted Option
Adj Saturation A (vph) 120 1809 120 1809 120 1809 120 1809 Reference Time A (s) 184.2 12.2 115.2 12.9 107.7 39.8 164.8 14.2 Adj Saturation B (vph NA NA NA NA NA NA NA NA
Reference Time B (s) NA NA NA NA NA NA NA NA
Reference Time (s) 184.2 115.2 107.7 164.8
Adj Reference Time (s) 188.7 119.7 112.2 169.3
Split Option
Ref Time Combined (s) 12.3 12.2 7.7 12.9 7.2 39.8 11.0 14.2 Ref Time Seperate (s) 12.3 12.2 7.7 12.9 7.2 39.8 11.0 14.2 Reference Time (s) 12.3 12.3 12.9 12.9 39.8 39.8 14.2 14.2 Adj Reference Time (s) 16.8 16.8 17.4 17.4 44.3 44.3 18.7 18.7 Summary NB SB NW SE Combined
Protected Option (s) 34.2 59.8
Permitted Option (s) 188.7 169.3
Split Option (s) 34.2 63.0
Minimum (s) 34.2 59.8 93.9
Right Turns NBR SBR SER NWR
Adj Reference Time (s) 18.5 9.5 26.3 12.0
Cross Thru Ref Time (s) 44.3 18.7 17.4 16.7
Oncoming Left Ref Time (s) 12.2 16.8 15.5 11.7
Combined (s) 74.9 45.0 59.2 40.4
Intersection Summary
Intersection Capacity Utilization 78.3% ICU Level of Service D Reference Times and Phasing Options do not represent an optimized timing plan.
Council Packet - April 6, 2026
Attachment C
Queuing Analysis at Gated Community
Council Packet - April 6, 2026
Queues
9: Lordsburg Ct & Gated Entrances 03/11/2026
2026 AM Peak Hour (RTOL) Synchro 12 Report
Lane Group NBT SBT
Lane Group Flow (vph) 17 7
v/c Ratio 0.01 0.00
Control Delay (s/veh) 0.0 0.0
Queue Delay 0.0 0.0
Total Delay (s/veh) 0.0 0.0
Queue Length 50th (ft) 0 0
Queue Length 95th (ft) 0 0
Internal Link Dist (ft) 188 32
Turn Bay Length (ft)
Base Capacity (vph) 1863 1863
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 0.01 0.00
Intersection Summary
Council Packet - April 6, 2026
Queues
9: Lordsburg Ct & Gated Entrance 03/11/2026
2026 PM Peak Hour (RTOL) Synchro 12 Report
Lane Group NBT SBT
Lane Group Flow (vph) 13 20
v/c Ratio 0.01 0.01
Control Delay (s/veh) 0.0 0.0
Queue Delay 0.0 0.0
Total Delay (s/veh) 0.0 0.0
Queue Length 50th (ft) 0 0
Queue Length 95th (ft) 0 0
Internal Link Dist (ft) 239 1
Turn Bay Length (ft)
Base Capacity (vph) 1863 1863
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 0.01 0.01
Intersection Summary
Council Packet - April 6, 2026
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7 SIGNING AND STRIPING EXHIBIT
Know what's
R
WHITE AVE. TO LORDSBURG CT.
WHITE A VE. MIRAMONTE DR.
ARROW HIGHWAY LORDSBURG CT.
0 50 100 200
~I _1-1 __ ~1
IN 100 FT
ACCEPTED
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CITY OF POMONA ~ ~
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Pll:IUC WOFlKS OEPARll.ENT/ENOtEaNl CM810N N o:::
1----------------------ci
POMONA SMIP PHASE 1 PROJECT ~ r----Dil _________ B_A_S_IS_O_F_B_EA_R_IN_G_: _______________________________________________________ ....,. ___ +-----------------------~sl] •
• lHE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON lHE CALIFORNIA COORDINAlE 1111
HR GREEN PACIFIC, INC. ARROW HIGHWAY ::::> --::,
SYSlEM OF 19B3 (NADB3), ZONE 5 □AlUM, BASED LOCALLY ON A LINE BETWEEN NGS CONTROL 1260 CORONA POINTE COURT 1- POINlS EV3794 AND EV3841, BEING N84"35'29"W, 1991.35 EPOCH. SUITE 305 ~ ::,..:
HRGreen, ~~5f\~~~I~42 t-1----------------t--t----11----...... --------------,.---...,....-_J m BENCHMARK: p Ac I r I c FAX: (855) 641-5877 SCALE DESIGNED: PVT. ENGR. SHT. _2___ <.!) 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO . .K;2172. DESCRIPTION: RIJBM TAG IN S DRAWN: PVT. ENGR. ~ Z below. ce 1FT E/o BcR o SE cOR ARR□w HWY & GAREY AVE seFT E/o & 39.4FT s;o cfl INT. CHECKED: oF :s:: c..:i Call before you dig. ELEVATI□N = 1041.094 REVIEWED: 4 ~ 8J .. --------------------------------------------------------------------------C■HAS■E■W-.KEY-s •• ~.E.N0 •• 9.05.93-------□-~-EIMillllll ______ REVI-Sl.□N_S _______ M_~_IN_rr~.L-AS_S.HO■W■N----------------MilClO Council Packet - April 6, 2026
7 SIGNING AND STRIPING EXHIBIT
Know what's
R
LORDSBURG CT. TO FAIR AVE
MIRAMONTE DR.
LORDSBURG CT.
ARROW HIGHWAY
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0 +-'
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0 50 100 200
~I _1-1 __ ~1
IN 100 FT
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BY: ______________ DATE: I ClJ
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POMONA SMIP PHASE 1 PROJECT ~ r----Dil _________ B_A_S_IS_O_F_B_EA_R_IN_G_: _______________________________________________________ ....,. ___ +-----------------------~sl] •
• lHE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON lHE CALIFORNIA COORDINAlE 1111
HR GREEN PACIFIC, INC. ARROW HIGHWAY ::::> --::,
SYSlEM OF 19B3 (NADB3), ZONE 5 □AlUM, BASED LOCALLY ON A LINE BETWEEN NGS CONTROL 1260 CORONA POINTE COURT 1- POINlS EV3794 AND EV3841, BEING N84"35'29"W, 1991.35 EPOCH. SUITE 305 ~ ::,..:
HRGreen, ~~5f\~~~I~42 t-1----------------t--t----11-------.---------------,.---..,,...-_J m BENCHMARK: p Ac I r I c FAX: (855) 641-5877 SCALE DESIGNED: PVT. ENGR. SHT. _a__ <.!) 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO . .K;2172. DESCRIPTION: RIJBM TAG IN S DRAWN: PVT. ENGR. ~ Z below. ce 1FT E/o BcR o SE cOR ARR□w HWY & GAREY AVE seFT E/o & 39.4FT s;o cfl INT. CHECKED: oF :s:: c..:i Call before you dig. ELEVATI□N = 1041.094 REVIEWED: 4 ~ 8J .. --------------------------------------------------------------------------C■HAS■E■W-.KEY-s •• ~.E.N0 •• 9.05.93-------□-~-EIMillllll ______ REVI-Sl.□N_S _______ M_~_IN_rr~.L-AS_S.HO■W■N----------------MilClO Council Packet - April 6, 2026
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7 SIGNING AND STRIPING EXHIBIT
Know what's
R
FAIR AVE. TO FULTON DR.
FAIR A VE.
ARROW HIGHWAY
0 50 100 200
IN 100 FT
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P\.alC WOAK8 CEPARTMENT/ENGINl:ERNG CM810N N o:::
~--------------------~ ci
POMONA SMIP PHASE 1 PROJECT ~ r----'il _________ B_A_S_IS_O_F_B_EA_R_IN_G_: ________________________________________ ..,... _____________ ....,._..,..._+-----------------------~~ •
• THE BEARINGS AND COORDINAlES SHOYIN HEREON ARE BASED ON THE CALIFORNIA COORDINAlE -HR GREEN PACIFIC, INC. ARROW H~j/AY ::::> -::, SYSlEM OF 1963 (NAD83), ZONE 5 DAlUM, BASED LOCALLY ON A LINE BEnti:N NGS CONlROL 1260 CORONA POINTE COURT 1\.:117H I-- POINTS EV3794-AND EV3841, BEING N84-"35'29"W, 1991.35 EPOCH. SUITE 305 ~ -;;.:_ HRGreen. ~
0 ras5f'\~~~~~42 1---1---------------1------1------------------------_J m BENCHMARK: p A c 1 , c FAX: (855) 641-5B77 SCALE DESIGNED: PVT. ENGR. SHT. _4__ <..'.) 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO. JG2172. DESCRIPTION: RDBM TAG IN S DRAWN: PVT. ENGR. ~ Z:
below. cs 1FT E/o scR o sE coR ARRow HWY & GAREY AVE s9FT E/□ 1t 39.4FT s;o cfL INT. CHECKED, oF :s:: 0 Call before you dig. ELEVATION = 10.1,1.094 REVIEWED: 4 ~ ~ CHASEW.KEYS RCENO.90593 DATE DATE INITIAL AS SHOWN Cl Cl Council Packet - April 6, 2026
7 SIGNING AND STRIPING EXHIBIT
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SIGNING AND STRIPING EXHIBIT
STA 4+00 TO STA 9+00
GATE 15 FAIRPLEX
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0 20
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ONLY
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POMONA SMIP PHASE 1 PROJECT ~
.-----'il-------"""TB_A_S_IS_O_F_B_EA_R_IN_G_: _______________ 'T""" ____________________ T"'"".,....------------..,....---,,--1----------------------~ ~ •
• THE BEARINGS AND COORDINAlES SHOYIN HEREON ARE BASED ON THE CALIFORNIA COORDINAlE -HR GREEN PACIFIC, INC. ARROW H~j/AY ::::> -::, SYSlEM OF 1963 (NAD83), ZONE 5 DAlUM, BASED LOCALLY ON A LINE BEnti:N NGS CONlROL 1260 CORONA POINTE COURT 1\.:117H I-- POINTS EV3794-AND EV3841, BEING N84-"35'29"W, 1991.35 EPOCH. SUITE 305 ~ -;;.:_ HRGreen. ~
0 ras5f'\~~~~~42 --t---------------t------t-----------------------_J m BENCHMARK: p A c 1 , c FAX: (855) 641-5B77 SCALE DESIGNED: PVT. ENGR. SHT. _1_ (.'.) 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO. JG2172. DESCRIPTION: RDBM TAG IN S DRAWN: PVT. ENGR. ~ Z:
below. cs 1FT E/o scR o sE coR ARRow HWY & GAREY AVE s9FT E/□ 1t 39.',FT s;o cfL INr. CHECKED, oF :s:: 0 Call before you dig. ELEVATION = 10.1,1.094 REVIEWED: ~ ~ .. ___________________________________________________________________ IIIIIIICHASiiiiEiiiWiiii.KIIIIEYllilS RiiicE1111 N
11o.111
so59ii3IIIIIII _____ IIIIDIIATIIIE.w.iW..-----iilili-------DJ;IIJE-INliiiTIAIILlilASlillliSIIIHll0W·N·--------------lliililill Cl Cl Council Packet - April 6, 2026
7 SIGNING AND STRIPING EXHIBIT
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SIGNING AND STRIPING EXHIBIT
STA 9+00 TO STA 15+00
WHITE AVE.
WHITE AVE.
RIGHT LANE
MUST
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BIKE ROUTE
~
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PED
SIGNAL
BIKE ROUTE
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ACCOMMODATE SHARED USE
FUTURE IMPROVEMENTS @
TERM/NATION OF CLASS IV TBD
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BY: ____________ DATE: I m
1--~AR=NO=L=D~D=IC=HO=~P=.E~-•~RC=E~N=O~·=B6=03=8~Cl~~E=NG=IN=E=ER~---~8 I 3:
CITY OF POMONA ~ ~
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P\alC WORKS DEPAfffl.ENT/ENCltEEFlt«l DM810N N o:::
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POMONA SMIP PHASE 1 PROJECT ~
___ Dil ________ BA_S_IS_O_F_B_~-R-1-NG-:----------------------------------------------~--~-----------------~~~ •
• lHE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON lHE CALIFORNIA COORDINAlE 1111
HR GREEN PACIFIC. INC. ARROW HIGHWAY ::::> --:,
SYSlEM OF 1983 (NADB3), ZONE 5 □AlUM, BASED LOCALLY ON A LINE BETWEEN NGS CONTROL 1260 CORONA POINTE COURT I-- POINTS EV3794-AND EV3841, BEING N84-"35'29"W, 1991.35 EPOCH. SUITE :505 ~ ::,..:
HRGreen. ~~5r\~~~l~42 t--t-------------+--+--t-----.------------......------_J (D BENCHMARK: p Ac I r c FAX: (855) 641-5877 SCALE DESIGNED: PVT. ENGR. SHT. _2___ 0 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO. J;2172. DESCRIPTI(lol: RDBM TAG IN S DRAWN: PVT. ENGR. ~ Z below. ca 1FT E/o BcR o SE cOR ARRow HWY & GAREY AVE s9FT E/o & 39.4FT s;o cfl INr. CHECKED, oF :s: c...::, Call before you dig. ELEVATION = 1041.094 REVIEWED: ~ BJ ~---------------------------------------------------------------c·=-E.w .• =.s .• ~.EN-0 .• 905-93------□-~-E~------R-~-SI-ON_S _____ o_~_IN·rr-~L-~.s.H.OW_N ________________ oo Council Packet - April 6, 2026
7 SIGNING AND STRIPING EXHIBIT
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SIGNING AND STRIPING EXHIBIT
STA 15+00 TO STA 21+00
MIRAMONTE DR.
LORDSBURG CT.
ARROW HIGHWAY
0 20 40 80
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Pll:IUC WOFlKS OEPARll.ENT/ENOtEaNl CM810N N o:::
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POMONA SMIP PHASE 1 PROJECT ~
r----Dil--------r'."'BA .. S ... IS ....... O~F""""""B"""'EA'""R"""I .. NG""': ________________ T"'"" _____________________ ,.....,..... ____________ ....,._.,.... __ 1---------------------1 ~ 5] •
• lHE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON lHE CALIFORNIA COORDINAlE 1111 HR GREEN PACIFIC, INC. ::::> --:, SYSlEM OF 19B3 (NADB3), ZONE 5 □AlUM, BASED LOCALLY ON A LINE BETWEEN NGS CONTROL 1260 CORONA POINTE COURT ARROW HIGHWAY 1- POINlS EV3794 AND EV3841, BEING N84"35'29"W, 1991.35 EPOCH. SUITE 305 (.l)<C ::,..:
HRGreen, ~~5f\~~~I~42 i--1---------------+-+--i-----------------------a _J m BENCHMARK: p Ac I r I c FAX: (855) 641-5877 SCALE DESIGNED: PVT. ENGR. SHT. _a__ 0 O LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO . .K;2172. DESCRIPTION: RIJBM TAG IN S DRAWN: PVT. ENGR. ~ ~ below. ce 1FT E/o BcR o SE cOR ARRow HWY & GAREY AVE seFT E/o & 39.4FT s;o cfl INT. CHECKED: oF :s:: c..:i Call before you dig. ELEVATION = 1041.094 REVIEWED: <C c7i -------------------------------------------------------------------------C·HAS·E·W-.KEY-S,R·C-EN.0 •• 90.593-------□-ATIIIE Mlilli. _____ a;REVliililSIO~NliS------□A-JE-IN.ITIA•LiWliASWS.llHO~W~N---------------iiilililiill ~ ~ Council Packet - April 6, 2026
7 SIGNING AND STRIPING EXHIBIT
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SIGNING AND STRIPING EXHIBIT
STA 21+00 TO STA 27+00
FAIR AVE.
--J - ---- ---- ---- ---- ---- ---- -·--· -
ARROW HIGHWAY
0 20 40 80
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BY: ______________ DATE: <C
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P\alC WORKS DEPAfffl.ENT/ENCltEEFlt«l DM810N N o:::
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POMONA SMIP PHASE 1 PROJECT ~
____ Dil ________ T"B_A_S_IS_O_F_B_EA_R_IN_G_: ______________________________________ ___,,..... ____________ ...,.._.,....---11-----------------------~ ~ •
• lHE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON lHE CALIFORNIA COORDINAlE 1111
HR GREEN PACIFIC. INC. ARROW HIGHWAY ::::> --:,
SYSlEM OF 1983 (NADB3), ZONE 5 □AlUM, BASED LOCALLY ON A LINE BETWEEN NGS CONTROL 1260 CORONA POINTE COURT I-- POINTS EV3794-AND EV3841, BEING N84-"35'29"W, 1991.35 EPOCH. SUITE :505 ~ ::,..:
HRGreen. ~~5r\~~~l~42 t--+---------------+-+--t-----------------........ -----_J (D BENCHMARK: p Ac I r c FAX: (855) 641-5877 SCALE DESIGNED: PVT. ENGR. SHT. _4___ 0 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO. J;2172. DESCRIPTI(lol: RDBM TAG IN S DRAWN: PVT. ENGR. ~ Z below. cs 1FT E/o BcR o SE cOR ARRow HWY & GAREY AVE s9FT E/o & 39.4FT s;o cfl INr. CHECKED, oF :s: c...::, Call before you dig. ELEVATION = 1041.094 REVIEWED: ~ BJ .. ______________________________________________________________________ IIIIIIICiiHASiiEiiiWiii.KEYIIIISll,RiiCIIIIENii0 .• 90 11 593lllllll ______ □A
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1TIAiiLiliiiiASIIIIIIIISHiii0iiiiWiiiN ... ______________ iilillliill Cl Cl Council Packet - April 6, 2026
7 SIGNING AND STRIPING EXHIBIT
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SIGNING AND STRIPING EXHIBIT
STA 27+00 TO STA 33+00
ARROW HIGHWAY
0 20 40 80
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BY: ______________ DATE: <C
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t---R-EC_O_M_M_E_N_D_E_D_______________ U
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t--~A~RN=O=LD~D=IC~HO=~P-=E·~•~RC=E~NO=·~B=60=3=8~Cl~~~EN=G=IN=EE=R~--~8 I 3:
CITY OF POMONA ~ ~
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P\alC WORKS DEPAfffl.ENT/ENCltEEFlt«l DM810N N o:::
---------------------ci
POMONA SMIP PHASE 1 PROJECT ~
____ Dil ________ T"B_A_S_IS_O_F_B_EA_R_IN_G_: ______________________________________ ___,,..... ____________ ...,.._.,....---11-----------------------~ ~ •
• lHE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON lHE CALIFORNIA COORDINAlE 1111
HR GREEN PACIFIC. INC. ARROW HIGHWAY ::::> --:,
SYSlEM OF 1983 (NADB3), ZONE 5 □AlUM, BASED LOCALLY ON A LINE BETWEEN NGS CONlROL 1260 CORONA POINTE COURT I-- POINTS EV3794-AND EV3841, BEING N84-"35'29"W, 1991.35 EPOCH. SUITE :505 ~ ::,..:
HRGreen. ~~5r\~~~l~42 t--+---------------+-+--t----....... ------------........ --------_J (D BENCHMARK: p A c I r c FAX: (855) 641-5877 SCALE DESIGNED: PVT. ENGR. SHT. _§_ 0 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO. J;2172. DESCRIPTI(lol: RDBM TAG IN S DRAWN: PVT. ENGR. ~ Z below. cs 1FT E/o BcR o SE cOR ARRow HWY & GAREY Avr. s9FT E/o & 39.4FT s;o cfl INr. CHECKED, oF :s: c...::, Call before you dig. ELEVATION = 1041.094 REVIEWED: ~ BJ .. ______________________________________________________________________ IIIIIIICiiHASiiEiiiWiii.KEYIIIISll,RiiCIIIIENii0 .• 90 11 sa3
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1TIAiiLiliiiiASIIIIIIIISHiii0iiiiWiiiN ... ______________ iilillliill Cl Cl Council Packet - April 6, 2026
7 SIGNING AND STRIPING EXHIBIT
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SIGNING AND STRIPING EXHIBIT
STA 33+00 TO STA 38+00
LA VERNE AVE.
ARROW HIGHWAY
0 20 40
IN 40 FT
80 ,,......_
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BY: ______________ DATE: <C
__ P_us_u_c_wo_R_K_S_D_IR_E_CT_O_R ____________ ~ ~
RECOMMENDED U
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CITY OF POMONA ~ ~
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P\.alC WOAK8 CEPARTMENT/ENGINl:ERNG CM810N N o:::
~-----------------------ci
POMONA SMIP PHASE 1 PROJECT ~ r----'il--------""'T"B_A_S_IS_O_F_B_EA_R_IN_G_: ________________ ""'T" _______________________ ..,... _____________ ....,._..,..._+-----------------------~~ •
• THE BEARINGS AND COORDINAlES SHOYIN HEREON ARE BASED ON THE CALIFORNIA COORDINAlE -HR GREEN PACIFIC, INC. ARROW H~j/AY ::::> -::, SYSlEM OF 1963 (NAD83), ZONE 5 DAlUM, BASED LOCALLY ON A LINE BEnti:N NGS CONlROL 1260 CORONA POINTE COURT 1\.:117H I-- POINTS EV3794-AND EV3841, BEING N84-"35'29"W, 1991.35 EPOCH. SUITE 305 ~ -;;.:_ HRGreen. ~
0 ras5f'\~~~~~42 1--;-----------------i--t------1---....... -----------------_J m BENCHMARK: p A c 1 , c FAX: (855) 641-5B77 SCALE DESIGNED: PVT. ENGR. SHT. _§__ <..'.) 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO. JG2172. DESCRIPTION: RDBM TAG IN S DRAWN: PVT. ENGR. ~ Z:
below. cs 1FT E/o scR o sE coR ARRow HWY & GAREY AVE s9FT E/□ 1t 39.4FT s;o cfL INT. CHECKED, oF :s:: 0 Call before you dig. ELEVATION = 10.1,1.094 REVIEWED: ~ ~ CHASEW.KEYS RCENO.90593 DATE DATE INITIAL AS SHOWN Cl Cl Council Packet - April 6, 2026
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D
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7 SIGNING AND STRIPING EXHIBIT
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SIGNING AND STRIPING EXHIBIT
STA 38+00 TO STA 41+00
FULTON RD.
FULTON RD.
ARROW HIGHWAY
0 20 40 80
IN 40 FT
ACCEPTED
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POMONA SMIP PHASE 1 PROJECT ~ r----'il __________ B_A_S_IS_O_F_B_EA_R_IN_G_: _________________________________________ ...,... _____________ ....,. ___ +-----------------------~5) •
• THE BEARINGS AND COORDINATES SHOYIN HEREON ARE BASED ON THE CALIFORNIA COORDINATE -HR GREEN PACIFIC, INC. ARROW H~j/AY ::::> -::, SYSTEW OF 19B3 (NA□83), ZONE 5 □AlUM, BASED LOCAl.l.Y ON A LINE BETtiN NGS CONlROL 1260 CORONA POINTE COURT 1\.:117YI I-- POINTS EV3794-AND EV3841, BEING N84-"35'29"W, 1991.35 EPOCH. SUITE 305 ~ ;;,..:
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0 ;;5;\~~~~42 t--t----------------t--t----11----......---------------,---=----_J m BENCHMARK: p A C I F C FAX: (855) 641-5877 SCALE DESIGNED: PVT. ENGR. SHT. L <..'.> 8 LOS ANGELES COINTY PUBLIC WORKS BENCHMARK NO. JG2172. DESCRIPTION: R□BM TAG IN S DRAWN: PVT. ENGR. ~ Z:
below. cs 1FT E/o scR o sE coR ARRow HWY & GAREY AVE s9FT E/o 11t 39.4FT s;o cfL INT. CHECKED: oF 3: 0 Call before you dig. ELIEVATION = 1041.094 REVIEWED: ~ ~ .. --------------------------------------------------------------------------CHASiiiE■W •• K.EY■S-,R-CE.N0 •• 9.05.93 _______ D_Af_E ... ._ ______ R~.1.s1.oN■S------■M-JE-IN.ITIA■LiliiiASiiiliS■HO■W■N----------------lillllllllClCl Council Packet - April 6, 2026