041823-H-26sr&att.pdf — Long Beach City Council, April 18, 2023 (part 13 of 16)

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 16 • Mitigation Measure Noise-2: The City shall review all construction projects for potential vibration-generating activities from demolition, excavation, pile– driving, and construction within 100 feet of existing structures and shall require site-specific vibration studies to be conducted to determine the area of impact and to identify appropriate mitigation measures.

The studies shall, at a minimum, include the following:
• Identification of the project’s vibration compaction activities, pile driving, and other vibration-generating activities that have the potential to generate ground-borne vibration; and the sensitivity of nearby structures to ground-borne vibration. This task should be conducted by a qualified structural engineer.
• A vibration monitoring and construction contingency plan to identify structures where monitoring would be conducted; establish a vibration monitoring schedule; define structure-specific vibration limits; and address the need to conduct photo, elevation, and crack surveys to document before and after construction conditions. Construction contingencies shall be identified for actions to be taken when vibration levels approached the defined vibration limits.
• Maintain a monitoring log of vibrations during initial demolition activities and during pile driving activities. Monitoring results may indicate the need for a more or less intensive measurement schedule.
• Vibration levels limits for suspension of construction activities and implementation of contingencies to either lower vibration levels or secure the affected structures. • Post-construction survey on structures where either monitoring has indicated high vibration levels or complaints of damage have been made. Make appropriate repairs or compensation where damage has occurred as a result of construction activities. • Mitigation Measure Noise-5: In areas where new residential development would be exposed to CNEL or Ldn greater than 65 dBA, the City will require site-specific noise studies prior to issuance of building permits to determine the area of impact and to present appropriate mitigation measures, which may include, but are not limited to the following:
• Utilize site planning to minimize noise in shared residential outdoor activity areas by locating the areas behind the buildings or in courtyards, or orienting the terraces to alleyways rather than streets, whenever possible.
• Provide mechanical ventilation in all residential units proposed along roadways or in areas where noise levels could exceed 65 dBA CNEL / Ldn so that windows can remain closed at the choice of the occupants to maintain interior noise levels below 45 dBA CNEL Ldn. • Install sound-rated windows and construction methods to provide the requisite noise control for residential units proposed along roadways or in areas where noise levels could exceed 70 dBA CNEL / Ldn.

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 17 • Mitigation Measure Noise-6: In areas where new residential development would be located adjacent to commercial uses, the City will require site-specific noise studies prior to issuance of building permits to determine the area of impact and to present appropriate mitigation measures, which may include, but are not limited to the following:
• Require the placement of loading and unloading areas so hat commercial buildings shield nearby residential land uses from noise generated by loading dock and delivery activities. If necessary, additional sound barriers shall be constructed on the commercial sites to protect nearby noise sensitive uses.
• Require the placement of all commercial HVAC machinery to be placed within mechanical equipment rooms wherever possible.
• Require the provision of localized noise barriers or rooftop parapets around HVAC, cooling towers, and mechanical equipment so that line-of-sight to the noise source from the property line of the noise sensitive receptors is blocked.

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 18

OVERVIEW OF THE EXISTING NOISE ENVIRONMENT
This section describes the existing noise environment in the project site vicinity. Noise monitoring and traffic noise modeling were used to quantify existing and future noise levels at the project site.

In Long Beach, vehicle traffic is the primary source of noise. Other significant local noise sources include light-rail noise and mechanical equipment noise.

EXISTING NOISE LEVEL MEASUREMENTS
To assess existing noise levels at the perimeter of the project site and in very close proximity to surrounding uses, LSA conducted four long-term noise measurements and one short-term measurement in the vicinity of the project site. The long-term noise measurements were recorded from July 19 through July 20, 2022. The long-term noise measurements captured data in order to calculate the hourly Leq and CNEL at each location, which incorporate the nighttime hours. Sources that dominate the existing noise environment include traffic on Long Beach Boulevard and light-rail noise from the Los Angeles Metro light-rail line. Noise measurement data collected during the longterm noise monitoring are summarized in Table H. Figure 3 shows the noise monitoring locations.

Noise measurement sheets are provided in Appendix A.

Table H: Existing Noise Level Measurements
Location Description
Daytime
Noise Levels1
(dBA Leq)
Evening
Noise Levels2
(dBA Leq)
Nighttime
Noise Levels3
(dBA Leq)
Daily Noise
Level
(dBA CNEL)
LT-1 Northwest corner of the project site’s norther
building, on rooftop, near a pole. 57.2–64.7 57.0–62.6 49.6–57.4 63.6 LT-2
Northeast corner of the project site’s northern
building on the rooftop. Near a pole just west of Long
Beach Blvd.

65.4–66.8 64.1–66.2 55.5–65.1 69.6
LT-3 Northeast corner of project site’s southern building.

Above the parapet wall, west of Long Beach Blvd. 59.8–61.1 58.1–60.6 51.8–57.7 63.7 LT-4 Southeast corner of project site’s southern building. 54.3–59.9 54.6–55.3 49.2–54.4 59.6 ST-14 Northwest corner of project site’s southern building on the rooftop. 54.1–55.4 52.4–54.9 46.1–52.0 58.0
Source: Compiled by LSA (July 19-20, 2022). 1 Daytime Noise Levels = noise levels during the hours from 7:00 a.m. to 7:00 p.m. 2 Evening Noise Levels = noise levels during the hours from 7:00 p.m. to 10:00 a.m. 3 Nighttime Noise Levels = noise levels during the hours from 10:00 p.m. to 7:00 a.m. 4 Short-term measurement data estimated based on corresponding long-term CNEL = Community Noise Equivalent Level
dBA = A-weighted decibels
Leq = equivalent continuous sound level
ft = foot/feet

AIRCRAFT NOISE
Airport-related noise levels are primarily associated with aircraft engine noise made while aircraft are taking off, landing, or running their engines while still on the ground. The closest airport to the project site is Long Beach Airport (LGB), 3.7 miles to the northeast. The project site is well outside the 60 dBA CNEL noise contour of LGB based on the Los Angeles County Airport Land Use Plan (ALUC 2004). Therefore, the project site is not expected to experience airport-related noise levels in excess of the City of Long Beach exterior standards. No further analysis is necessary.

SOURCE: Google Earth 2021
I:\LBL2201\G\Noise_Locs.ai (8/25/22)
FIGURE 3
The Mosaic Project
Noise Monitoring LocaƟons
0 100 200
FEET
LEGEND
- Project Site Boundary
LT-1 - Long-Term Noise Monitoring LocaƟon
LT-1
LT-2
LT-3
E 5th St E 5th St
E 4th St E 4th St
E 6th St E 6th St
E 7th St E 7th St
E 8th St E 8th St
E 3rd St E 3rd St
E 2nd St E 2nd St
LT-3
LT-4
E 5th St
E 4th St
E 6th St
E 7th St
E 8th St
E 3rd St
E 2nd St
ST-1 - Short-term Noise Monitoring LocaƟon
ST-1

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 20

PROJECT IMPACTS

SHORT-TERM CONSTRUCTION NOISE IMPACTS
Two types of short-term noise impacts would occur during project construction: (1) equipment delivery and construction worker commutes, and (2) project construction operations.

The first type of short-term construction noise would result from transport of construction equipment and materials to the project site and construction worker commutes. The project would generate an estimated total of 898 hauling truck trips over a 20-day demolition phase (45 trips per day) and an estimated total of 752 hauling truck trips over a 20-day grading phase (38 trips per day) based on the California Emission Estimator Model (Version 2020.4.0) output provided in Appendix A of the Air Quality and Greenhouse Gas Impact Analysis for the Mosaic Project (LSA 2022a). These transportation activities would incrementally raise noise levels on access roads leading to the site. It is expected that larger trucks used in equipment delivery would generate higher noise impacts than trucks associated with worker commutes. The single-event noise from equipment trucks passing at a distance of 50 ft from a sensitive noise receptor would reach a maximum level of 84 dBA Lmax.

However, the pieces of heavy equipment for grading and construction activities would be moved on site just one time and would remain on site for the duration of each construction phase. This onetime trip, when heavy construction equipment is moved on and off site, would not add to the daily traffic noise in the project vicinity. The total number of daily vehicle trips would be minimal when compared to existing traffic volumes on the affected streets, and the long-term noise level change associated with these trips would not be perceptible. Therefore, equipment transport noise and construction-related worker commute impacts would be short-term and would not result in a significant off-site noise impact.

The second type of short-term noise impact is related to noise generated during demolition, site preparation, grading, building construction, architectural coating, and paving on the project site.

Construction is undertaken in discrete steps, each of which has its own mix of equipment, and, consequently, its own noise characteristics. These various sequential phases would change the character of the noise generated on the project site. Therefore, the noise levels vary as construction progresses. Despite the variety in the type and size of construction equipment, similarities in the dominant noise sources and patterns of operation allow construction-related noise ranges to be categorized by work phase. Table I lists the maximum noise levels recommended for noise impact assessments for the project-specific construction equipment list based on a distance of 50 ft between the equipment and a noise receptor.

Typical operating cycles for these types of construction equipment may involve 1 to 2 minutes of full-power operation followed by 3 to 4 minutes at lower power settings.

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 21 Table I: Typical Construction Equipment Noise Levels
Equipment Description Acoustical Usage Factor (%) Maximum Noise Level (Lmax) at 50 Feet1 Compressor 40 80
Cranes 16 85
Dozers 40 85
Drill Rig 20 84
Flat-bed Trucks 40 84
Forklift 20 85
Front-end Loaders 40 80
Generator 50 82
Man-lift 20 85
Impact Pile Driver 20 95
Rollers 20 85
Water Truck 40 84
Welder 40 73
Source: Roadway Construction Noise Model (Federal Highway Administration, 2006).

Note: Noise levels reported in this table are rounded to the nearest whole number. 1 Maximum noise levels were developed based on Specification 721.560 from the Central Artery/Tunnel program to be consistent with the City of Boston’s Noise Code for the “Big Dig” project.

Lmax = maximum instantaneous sound level
In addition to the reference maximum noise level, the usage factor provided in Table I is used to calculate the hourly noise level impact for each piece of equipment based on the following equation:


 

 += − 50 log20.).log(10..)( D
eq FULEequipL
where: Leq (equip) = Leq at a receiver resulting from the operation of a single piece of equipment over a specified time period.

E.L. = noise emission level of the particular piece of equipment at a reference distance of 50 ft.

U.F. = usage factor that accounts for the fraction of time that the equipment is in use over the specified period of time.

D = distance from the receiver to the piece of equipment.

Each piece of construction equipment operates as an individual point source. Using the following equation, a composite noise level can be calculated when multiple sources of noise operate simultaneously:

𝐿𝐿𝐿𝐿𝐿𝐿 (𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐 ) = 10 ∗ log10 ��10
𝐿𝐿𝐿𝐿
10 1
�

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 22 Using the equations from the methodology above, the reference information in Table I, and the construction equipment list provided, LSA calculated the composite noise level of each construction phase. The project construction composite noise levels at a distance of 50 ft would range from 74 dBA Leq to 88 dBA Leq, with the highest noise levels occurring during the site preparation phase, as shown in Table J.

Table J: Potential Construction Noise Impacts by Phase
Phase Equipment (Quantity)
Composite Noise Level at
50 feet (dBA Leq)
Demolition Concrete Saw (1), Excavator (3), Dozer (2) 87 Site Preparation Dozer (3), Tractor (4) 88
Grading Excavator (1), Grader (1), Dozer (1), Tractor (3) 87 Building Construction Crane (1), Forklift (3), Generator (1), Tractor (3), Welder (1) 86 Paving Paver (2), Paving Equipment (2), Roller (2) 86
Architectural Coating Air Compressor (1) 74
Source: Compiled by LSA (2022).
dBA Leq = average A-weighted hourly noise level
Once composite noise levels are calculated, reference noise levels can then be adjusted for distance using the following equation:

𝐿𝐿𝐿𝐿𝐿𝐿 (𝑎𝑎 𝑑𝑑 𝑑𝑑 𝑋𝑋) = 𝐿𝐿𝐿𝐿𝐿𝐿 (𝑎𝑎 50 𝑓𝑓 ) − 20 ∗ lo g10 � 𝑋𝑋
50�
In general, this equation shows that doubling the distance would decrease noise levels by 6 dBA while halving the distance would increase noise levels by 6 dBA.

Table K shows the nearest sensitive uses that surround the project site; the distances of their respective property lines from the center of construction activities, which represents the acoustic center of construction noise; and the noise levels expected during site preparation activities that generate the greatest noise levels. These noise level projections do not take into account intervening topography or barriers. Construction equipment calculations are provided in Appendix B.

Table K: Potential Construction Noise Impacts During Site Preparation
Receptor Distance (feet) Noise Level (dBA Leq)
Residences (West) 200 76
Commercial (East) 350 71
Commercial (South) 455 69
Commercial (North) 520 67
Source: Compiled by LSA (2022).
dBA Leq = average A-weighted hourly noise level

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 23 While construction noise will vary, it is expected that composite noise levels during construction at the nearest off-site residential land uses to the west would reach 76 dBA Leq during the site preparation phase. It is expected that composite noise levels during construction at the nearest commercial land uses to the east would reach 71 dBA Leq. These predicted noise levels would only occur when all construction equipment is operating simultaneously and, therefore, are assumed to be rather conservative in nature. While construction-related short-term noise levels have the potential to be higher than existing ambient noise levels in the project area under existing conditions, the noise impacts would no longer occur once project construction is completed. As it relates to off-site uses, construction-related noise impacts would remain below the 80 dBA Leq and 85 dBA Leq construction noise level criteria, as established by the FTA for residential and commercial land uses, respectively.

With noise levels approaching 76 dBA Leq at the nearest residential uses to the west which currently experiences daily noise levels approaching 60 dBA Leq as measured at LT-4, a location representing a similar existing noise environment, construction noise would increase ambient noise by approximately 16 dBA Leq. In order to ensure that significant increase in noise, 5 dBA over ambient, does not occur, the project would implement mitigation measures Noise-1(a) and Noise-1(b) from the Long Beach Downtown Plan EIR resulting in a reduction of 11 dBA Leq or more. More specifically, measure Noise-1(b) would require temporary noise barriers at the southwestern corner of the project site near East 4th Street which would reduce noise levels of 12 dBA or more dependent on final design height of the temporary barrier. All other uses immediately adjacent to the project site are not considered noise sensitive. For the uses further away from the project site that are noise sensitive, with the incorporation of distance attenuation and shielding from intervening buildings, construction noise would not cause a significant noise increase. With the implementation of mitigation measures Noise-1(a) and Noise-1(b), construction noise impacts would be considered less than significant.

As stated above, noise impacts associated with construction activities are regulated by the City’s noise ordinance. The proposed project will be required to comply with the construction hours specified in the City’s Noise Ordinance, which states that construction activities shall only take place between the hours of 7:00 a.m. to 7:00 p.m., Monday through Friday and federal holidays; or between 9:00 a.m. to 6:00 p.m. on Saturdays. Construction shall not take place on Sundays.

SHORT-TERM CONSTRUCTION VIBRATION IMPACTS
The following construction vibration impact analysis discusses the level of human annoyance using vibration levels in VdB and assesses the potential for building damages using vibration levels in PPV (inches/sec). This is because vibration levels calculated in root-mean-square (RMS), representing an average condition, are best for characterizing human response to building vibration, while calculating vibration levels in PPV is best for characterizing the potential for damage representing maximum vibration conditions.

To determine the potential for annoyance, the distance between the nearest off-site buildings and the center of project construction is used to represent the average condition. To assess potential vibration damage, the distance of assessment is measured between the nearest off-site buildings and the project construction boundary (assuming the construction equipment would be used at or near the project setback line).

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 24 Table L shows the PPV and VdB values at 25 ft from the construction vibration source. As shown in Table L, bulldozers and other heavy-tracked construction equipment (expected to be used for this project) generate approximately 0.089 PPV inches/sec or 87 VdB of ground-borne vibration when measured at 25 ft, based on the FTA Manual.

Table L: Vibration Source Amplitudes for Construction Equipment Equipment Reference PPV/LV at 25 ft
PPV (inches/sec) LV (VdB)1
Pile Driver (Impact), Typical 0.644 104
Pile Driver (Sonic), Typical 0.170 93
Vibratory Roller 0.210 94
Hoe Ram 0.089 87
Large Bulldozer2 0.089 87
Caisson Drilling 0.089 87
Loaded Trucks2 0.076 86
Jackhammer 0.035 79
Small Bulldozer 0.003 58
Source: Transit Noise and Vibration Impact Assessment Manual (FTA 2018). 1 RMS vibration velocity in decibels (VdB) is 1 µinches/sec. 2 Equipment shown in bold is expected to be used on site. µinches/sec = microinches per second
ft = foot/feet
FTA = Federal Transit Administration
inches/sec = inch/inches per second
LV = velocity in decibels
PPV = peak particle velocity
RMS = root-mean-square
VdB = vibration velocity decibel(s)
The formulae for vibration transmission are provided below, and Tables M and N provide a summary of off-site construction vibration levels.

LvdB (D) = LvdB (25 ft) – 30 Log (D/25)
PPVequip = PPVref x (25/D)1.5
Table M: Potential Construction Vibration Annoyance Impacts at Nearest Receptor
Receptor (Location)
Reference
Vibration Level
(VdB) at 25 ft1
Distance (ft)2
Vibration
Level
(VdB)
Residence (West)
87 200 60
Commercial (East) 350 53
Commercial (South) 455 49
Commercial (North) 520 47
Source: Compiled by LSA (2022).
1 The reference vibration level is associated with a large bulldozer, which is expected to be representative of the heavy equipment used during construction. 2 The reference distance is associated with the average condition, identified by the distance from the center of construction activities to surrounding uses.

Ft = foot/feet
VdB = vibration velocity decibel(s)

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 25 Table N: Potential Construction Vibration Damage Impacts at Nearest Receptor
Receptor (Location) Reference Vibration
Level (PPV) at 25 ft1 Distance (ft)2 Vibration Level (PPV) Residence (West)

0.089
65 0.021
Commercial (East) 125 0.008
Commercial (South) 70 0.019
Commercial (North) 85 0.014
Parking lot (West) 5 0.995
Source: Compiled by LSA (2022).
1 The reference vibration level is associated with a large bulldozer, which is expected to be representative of the heavy equipment used during construction. 2 The reference distance is associated with the peak condition, identified by the distance from the perimeter of construction activities to surrounding structures.

Ft = foot/feet
PPV = peak particle velocity
As shown in Table D, above, the threshold at which vibration levels would result in annoyance would be 84 VdB and 78 VdB for office-type uses and daytime residential uses, respectively. As shown in Table E, the FTA guidelines indicate that for a non-engineered timber and masonry building, the construction vibration damage criterion is 0.2 inches/sec in PPV.

Based on the information provided in Table M, vibration levels are expected to approach 60 VdB at the closest residence west of the project site and 53 VdB at the closest commercial uses east of the project site, which is below the 78 VdB and 84 VdB thresholds for annoyance, respectively.

The closest structure to the project site is the parking lot building immediately to the west of the project site and north of East 5th Street, approximately 5 ft from the limits of construction activity. It is expected that vibration levels generated by dump trucks and other large equipment that would be as close as 5 feet from the property line would generate ground-borne vibration levels of up to

0.995 PPV (inches/sec) at the closest structure to the project site. This vibration level would exceed the 0.2 PPV (inches/sec) threshold considered safe for non-engineered timber and masonry buildings. It is expected that construction activities using heavy equipment would generate vibration levels greater than 0.2 inches/sec in PPV when operating within 5 feet of the property line, which would result in a potentially significant impact. Therefore, the use of heavy equipment should be prohibited within 15 feet of existing structures to ensure that vibration levels are below the 0.2 PPV (inches/sec) threshold. At 15 feet, dump trucks and other large equipment would generate groundborne vibrations levels of up to 0.191 PPV (inches/sec) at the closest structure to the project site and would not exceed the 0.2 PPV (inches/sec) threshold. If heavy equipment is necessary within 15 feet of the west boundary of the project site, construction specifications would be implemented to reduce potential impacts. Therefore, construction would not result in any vibration damage and impacts would be less than significant with the incorporation of the construction specifications below which are consistent with mitigation measure Noise-2 in the Long Beach Downtown Plan PEIR:

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 26 implement the following specifications during project construction activities to ensure that damage does not occur at surrounding structures:
• The use of heavy equipment shall be prohibited within 15 feet of existing structures. If heavy equipment is necessary within 15 of existing structure the following actions shall be implemented:
○ Identify structures that could be affected by ground-borne vibration and would be located within 15 feet of where heavy construction equipment would be used. This task shall be conducted by a qualified structural engineer as approved by the City’s Director of Community Development or designee.
○ Develop a vibration monitoring and construction contingency plan for approval by the City’s Director of Community Development, or designee, to identify structures where monitoring would be conducted; set up a vibration monitoring schedule; define structure-specific vibration limits; and address the need to conduct photo, elevation, and crack surveys to document before and after construction conditions. Construction contingencies would be identified for when vibration levels approached the limits. ○ At a minimum, monitor vibration during initial demolition activities. Monitoring results may indicate the need for more intensive measurements if vibration levels approach the 0.2 PPV (inches/sec) threshold.
○ When vibration levels approach the 0.2 PPV (inches/sec) limit, suspend construction and implement contingencies as identified in the approved vibration monitoring and construction contingency plan to either lower vibration levels or secure the affected structures.

Implementation of the above specifications would ensure a less than significant level of impacts by prohibiting heavy equipment within 15 feet of existing structures or requiring a vibration monitoring plan that would ensure that vibration levels are below the 0.2 PPV (inches/sec) and that vibration damage would not occur.

Because construction activities are regulated by the City’s Municipal Code, which states that construction activities shall only take place between the hours of 7:00 a.m. to 7:00 p.m., Monday through Friday and federal holidays; or between 9:00 a.m. to 6:00 p.m. on Saturdays, vibration impacts would not occur during the more sensitive nighttime hours.

LONG-TERM NOISE IMPACTS
Traffic Noise Impacts to Off-Site Receivers
The guidelines included in the Federal Highway Administration (FHWA) Highway Traffic Noise Prediction Model (FHWA-RD-77-108) were used to evaluate highway traffic-related noise conditions along roadway segments in the project vicinity. This model requires various parameters, including traffic volumes, vehicle mix, vehicle speed, and roadway geometry, to compute typical equivalent noise levels during daytime, evening, and nighttime hours. The resultant noise levels are weighted and summed over 24-hour periods to determine the CNEL values. Table O provides the

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 27 Table O: Traffic Noise Levels Without and With Proposed Project Roadway Segment
Existing Without Project Existing With Project Opening Year Opening Year With Project ADT
CNEL (dBA)
50 feet from
Centerline
of Nearest
Lane ADT
CNEL (dBA)
50 feet from
Centerline
of Nearest
Lane
Increase
from
Existing
Conditions ADT
CNEL (dBA)
50 feet from
Centerline of
Nearest Lane ADT
CNEL (dBA)
50 feet from
Centerline
of Nearest
Lane
Increase
from NearTerm
Conditions
6th St between Pine Ave and Locust Ave. 11,160 62.1 11,350 62.1 0.0 11,600 62.2 11,790 62.3 0.1 6th St between Locust Ave and Long Beach
Blvd. 10,980 62.0 11,230 62.1 0.1 11,420 62.2 11,670 62.3 0.1 6th St east of Long Beach Blvd. 10,500 61.8 10,780 61.9 0.1 11,110 62.0 11,390 62.2 0.2 5th St between Pine Ave and The Promenade 1,650 52.6 1,540 52.3 -0.3 1,770 52.9 1,670 52.7 -0.2 5th St between The Promenade and Long
Beach Blvd. 1,210 51.3 1,340 51.7 0.4 1,280 51.5 1,410 51.9 0.4 4th St between Pine Ave and The Promenade 4,060 56.5 4,070 56.5 0.0 5,010 57.4 5,010 57.4 0.0 4th St between The Promenade and Long
Beach Blvd. 4,290 56.8 4,420 56.9 0.1 5,280 57.7 5,410 57.8 0.1 4th St east of Long Beach Blvd. 5,790 58.1 6,530 58.6 0.5 6,880 58.8 7,620 59.3 0.5 Long Beach Blvd between 7th St and 6th St. 11,290 61.7 12,140 62.1 0.4 15,200 63.0 16,050 63.3 0.3 Long Beach Blvd between 6th St and 5th St. 9,690 61.1 10,720 61.5 0.4 13,360 62.5 14,400 62.8 0.3 Long Beach Blvd between 5th St and 4th St. 9,790 61.1 10,990 61.6 0.5 13,350 62.5 14,550 62.9 0.4 Long Beach Blvd between 4th St and 3rd St. 8,210 60.4 8,520 60.5 0.1 12,220 62.1 12,530 62.2 0.1 The Promenade between 5th St and 4th St. 970 50.3 1,160 51.1 0.8 1,200 51.2 1,390 51.9 0.7 The Promenade between 4th St and 3rd St. 4,260 56.7 4,390 56.9 0.2 5,160 57.6 5,290 57.7 0.1 Source: Compiled by LSA (October 2022).

Note: Traffic noise within 50 feet of the roadway centerline should be evaluated with site-specific information.

Shaded cells indicate roadway segments adjacent to the project site.

ADT = average daily traffic
CNEL= Community Noise Equivalent Level
dBA = A-weighted decibels

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 28 traffic noise levels for the existing with and without project, and opening year with and without project scenarios. These noise levels represent the worst-case scenario, which assumes no shielding is provided between the traffic and the location where the noise contours are drawn. The without and with project scenario traffic volumes were obtained from the Traffic Impact Analysis (LSA 2022b). Appendix C provides the specific assumptions used and model printouts.

Table O shows that the increase in project-related traffic noise would be no greater than 0.8 dBA.

Noise level increases above 3.0 dBA may be perceptible to some people in an outdoor environment, but the expected increase is less than the readily perceptible threshold of 5.0 dBA. Therefore, traffic noise impacts from project-related traffic on off-site sensitive receptors would be less than significant, and no mitigation measures are required.

Heating, Ventilation and Air Conditioning Equipment
The project would include rooftop HVAC units. For the living units in proposed parcels B, C1 and C2, the HVAC equipment could operate 24 hours per day. Rooftop HVAC equipment for a single unit would generate a noise level of 53 dBA Leq at 3.3 ft based on manufacturer’s data (Mitsubishi Electric/Trane 2021).

Table P presents the noise levels from HVAC equipment at the nearest noise-sensitive location. The closest off-site sensitive uses to the proposed location of an on-site HVAC unit would be approximately 95 ft away. According to the site plan, 17 banks of HVAC units are proposed to be installed. After distance attenuation, noise generated from the five closest banks of HVAC equipment would be up to 43 dBA Leq at the nearest sensitive use. This noise level would not exceed the City’s exterior daytime (7:00 a.m. to 10:00 p.m.) and nighttime (10:00 p.m. to 7:00 a.m.) noise standards of 60 dBA Leq and 55 dBA Leq, respectively, for District Two. In addition, per the building plans, each building would have parapet walls to hide the mechanical equipment, which would further reduce noise levels, and the projected noise level would be below the quietest existing ambient noise levels at the nearest off-site sensitive building façade. The other 12 banks of HVAC equipment would be farther away and would receive greater noise reduction due to additional rooftop parapet shielding and thus are not expected to contribute to the combined noise level.

Therefore, noise associated with the on-site HVAC equipment would be less than significant, and no mitigation is required.

Table P: Summary of HVAC Noise Levels
Off-Site Land Use
(Direction)
Distance from
HVAC Units
(ft)
Reference Noise
Level for 1 Unit at

3.3 ft (dBA Leq)
Total Reference
Noise Level
(dBA Leq)
Distance
Attenuation
(dBA)
Noise Level
(dBA Leq)
Combined
Noise Level
(dBA Leq)
Residences (West)
95 53
66 29 37
43 175 71 35 37
165 71 34 37
250 73 38 35
190 67 35 32
Source: Compiled by LSA (2022).
dBA = A-weighted decibel(s)
ft = foot/feet
HVAC = heating, ventilation, and air conditioning
Leq = equivalent continuous sound level

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 29

ON-SITE LAND USE COMPATIBILITY ASSESSMENT
While impacts to the project site from the surrounding environment are not considered an impact related to the California Environmental Quality Act, the following analysis assesses compliance with the local land use compatibility standards and Mitigation Measures Noise- 5 and Noise-6 of the Long Beach Downtown Plan PEIR. The proposed project is in an area where parcels to the east, west, south, and north are currently occupied and operational. Additionally, sources such as the Metro Blue Line contribute to the noise environment in the vicinity of the project. For this reason, this analysis relies on the existing measured noise levels as well as future predicted noise levels to provide the most accurate description of the noise environment related to traffic noise impacts.

EXTERIOR NOISE ASSESSMENT
Based on the monitoring results shown in Table H, the existing measured noise levels at the project site range from approximately 58.0 dBA CNEL on the western portion of the site, closest to East 5th Street, to 69.6 dBA CNEL on the eastern portion of the site, closest to Long Beach Boulevard.

Based on the project site plan, the proposed common outdoor open spaces east of Building C2 on level 4 and level 8 are considered exterior sensitive uses. With exterior noise levels approaching 70 dBA CNEL, which is conditionally acceptable for residential buildings, a minimum of 6 ft high barrier would be required to reduce the noise levels to a normally acceptable level. A minimum 6 ft high barrier would reduce the noise levels by approximately 8 dBA, resulting in a noise level of 62 dBA CNEL. Noise levels at these locations would be below the City’s 65 dBA CNEL exterior noise level standard.

For all other amenities at buildings B, C1, and C2, noise levels would approach 64 dBA CNEL and would be below the City’s exterior noise level of 65 dBA CNEL. In addition, the buildings would provide shielding and further reduce the noise levels. Therefore, with the minimum recommended barrier heights at the proposed eastern common outdoor open spaces, no additional noise reduction features would be necessary to comply with land use compatibility standards.

INTERIOR NOISE ASSESSMENT
As discussed above, per the Noise Element of the City’s General Plan (2019), an interior noise level standard of 45 dBA CNEL or less is required for all noise-sensitive rooms. Based on the expected future exterior noise levels at the eastern façades of Buildings B, C1, and C2, which would approach 70 dBA CNEL, a minimum noise reduction of 25 dBA would be required. Because the project would include a form of mechanical ventilation, windows and doors could remain closed.

As presented above, exterior façades for the eastern portions of Buildings B, C1, and C2 closest to Long Beach Boulevard would experience noise levels approaching 70 dBA CNEL. Due to the high window-to-wall area ratio of the exterior façade that would face Long Beach Boulevard, all glass doors and windows should have a sound transmission class (STC) rating of 33 or higher such that the noise reduction is 25 dBA or more. For the windows along all other façades, the minimum window and door ratings should be 29 STC. With the required design features, interior noise levels would be less than 45 dBA CNEL.

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 30 The City would require a detailed analysis of the noise reduction requirements and needed noise insulation features to meet the interior noise standards. This detailed analysis would be completed as part of a Final Acoustical Report (FAR). Once final plans are available and a window manufacturer has been chosen, a FAR would be required to confirm the reduction capability of the exterior façades and to identify any specific upgrades necessary to achieve an interior noise level of 45 dBA CNEL or below.

LONG-TERM VIBRATION IMPACTS
The streets surrounding the project area are paved, smooth, and unlikely to cause significant ground-borne vibration. In addition, the rubber tires and suspension systems of buses and other on-road vehicles make it unusual for on-road vehicles to cause ground-borne noise or vibration problems. It is therefore assumed that no such vehicular vibration impacts would occur and no vibration impact analysis of on-road vehicles is necessary. Additionally, once constructed, the proposed project would not contain uses that would generate ground borne vibration.

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 31

CONCLUSION

OFF-SITE CONSTRUCTION IMPACTS
As described in the analysis above, construction of the proposed project would not result in shortterm noise on adjacent land uses. Construction activities would be short-term and would be less than significant with the implantation of Noise-1(a) and Noise-1(b) from the Long Beach Downtown Plan.
• Mitigation Measure Noise-1(a): The following measures shall be applied to proposed construction projects that are determined to have potential noise impacts from removal of existing pavement and structures, site grading and excavation, pile driving, building framing, and concrete pours and paving: byproducts.
• All internal combustion-engine driven equipment shall be equipped with mufflers that are in good operating condition and appropriate for the equipment. • “Quiet” models of air compressors and other stationary construction equipment shall be employed where such technology exists.
• Stationary noise-generating equipment shall be located as far as reasonable from sensitive receptors when sensitive receptors adjoin or are within 150 feet of a construction site. • Unnecessary idling of internal combustion engines (i.e., in excess of 5 minutes) shall be prohibited.
• Foundation pile holes shall be predrilled, as feasible based on geologic conditions, to minimize the number of impacts required to seat the pile. • Construction-related traffic shall be routed along major roadways and away from noisesensitive receptors. • Construction activities, including the loading and unloading of materials and truck movements, shall be limited to the hours specified in the City Noise Ordinance (Section

8.80.202).
• Businesses, residences, and noise-sensitive land uses within 150 feet of construction sites shall be notified of the construction. The notification shall describe the activities anticipated, provide dates and hours, and provide contact information with a description of the complaint and response procedure.
• Each project implemented as part of the Plan shall designate a “construction liaison” that would be responsible for responding to any local complaints about construction noise. The liaison would determine the cause of the noise complaints (e.g., starting too early, bad muffler, etc.) and institute reasonable measures to correct the problem. A telephone number for the liaison shall be conspicuously posted at the construction site.

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 32 • If a noise complaint(s) is registered, the liaison, or project representative, shall retain a City approved noise consultant to conduct noise measurements at the location that registered the complaint. The noise measurements shall be conducted for a minimum of 1 hour and shall include 1-minute intervals. The consultant shall prepare a letter report summarizing the measurements and potential measures to reduce noise levels to the maximum extent feasible. The letter report shall include all measurement and calculation data used in determining impacts and resolutions. The letter report shall be provided to code enforcement for determining the adequacy and if the recommendations are adequate. • Mitigation Measure Noise-1(b): The City will require the following measures, where applicable based on noise level of source, proximity of receptors, and presence of intervening structures, to be incorporated into contract specifications for construction projects within 150 feet of existing residential uses implemented under the proposed Plan:
• Temporary noise barriers shall be constructed around construction sites adjacent to, or within 150 feet of, operational business, residences, or other noise sensitive land uses.

Temporary noise barriers shall be constructed of material with a minimum weight of 4 pounds per square foot with no gaps or perforations. Noise barriers may be constructed of, but are not limited to, 5/8-inch plywood, 5/8-inch oriented strand board, or hay bales. • If a project-specific noise analysis determines that the barriers described above would not be sufficient to avoid a significant construction noise impact, a temporary sound control blanket barrier, shall be erected along building façades facing construction sites. This mitigation would only be necessary if conflicts occurred that were irresolvable by proper scheduling and other means of noise control were unavailable. The sound blankets are required to have a minimum breaking and tear strength of 120 pounds and 30 pounds, respectively. The sound blankets shall have a minimum sound transmission classification of 27 and noise reduction coefficient of 0.70. The sound blankets shall be of sufficient length to extend from the top of the building and drape on the ground or be sealed at the ground.

The sound blankets shall have a minimum overlap of 2 inches.

The proposed project would potentially result in vibration impacts on adjacent land uses. With the implementation of Construction Specifications for Construction Vibration Damage (below), consistent with Noise-2 from the Long Beach Downtown Plan, vibration impacts would be less than significant.

Construction Vibration Damage. Due to the close proximity to surrounding structures, the City of Long Beach (City) Director of Community Development, or designee, shall verify prior to issuance of demolition or grading permits that the approved plans require that the construction contractor shall implement the following specifications during project construction activities to ensure that damage does not occur at surrounding structures:
• The use of heavy equipment shall be prohibited within 15 feet of existing structures. If heavy equipment is necessary within 15 of existing structure the following actions shall be implemented:

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 33 ○ Identify structures that could be affected by ground-borne vibration and would be located within 15 feet of where heavy construction equipment would be used. This task shall be conducted by a qualified structural engineer as approved by the City’s Director of Community Development or designee.
○ Develop a vibration monitoring and construction contingency plan for approval by the City’s Director of Community Development, or designee, to identify structures where monitoring would be conducted; set up a vibration monitoring schedule; define structure-specific vibration limits; and address the need to conduct photo, elevation, and crack surveys to document before and after construction conditions. Construction contingencies would be identified for when vibration levels approached the limits. ○ At a minimum, monitor vibration during initial demolition activities. Monitoring results may indicate the need for more intensive measurements if vibration levels approach the 0.2 PPV (inches/sec) threshold.
○ When vibration levels approach the 0.2 PPV (inches/sec) limit, suspend construction and implement contingencies as identified in the approved vibration monitoring and construction contingency plan to either lower vibration levels or secure the affected structures.

OFF-SITE OPERATIONS IMPACTS
The proposed project would not result in a substantial increase in traffic volumes; therefore, the proposed project would not result in or generate a substantial long-term traffic noise level increase.

Implementation of the proposed project would also generate on-site stationary noise from HVAC equipment. However, potential stationary-source noise impacts would be less than significant.

ON-SITE OPERATIONS IMPACTS
On-site noise conditions from traffic noise have the potential to exceed both exterior and interior noise criteria for the on-site sensitive uses. During the final design of the project, a FAR will be completed to confirm the details of the noise reduction measures necessary to achieve compliance with all applicable noise standards.

Prior to issuance of a building permit, the City’s Director of Development Services, or designee, shall verify that the applicant of the proposed project has obtained from an acoustical consultant a FAR that assesses the following requirements and provides the necessary recommendations for the proposed project to comply with City standards:
• Confirm that the building façade and interior assembly construction details are adequate to achieve the necessary noise reduction for compliance with the City interior noise standard of 45 dBA CNEL and other building code requirements.

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22» 34

REFERENCES
California Department of Transportation (Caltrans). 2013. Technical Noise Supplement. September _____. 2020. Caltrans Transportation and Construction Vibration Guidance Manual. April.

California Office of Planning and Research. 2017. General Plan Guidelines. Appendix D.

City of Long Beach. 2017. General Plan. Draft Land Use Element. Map LU-4. _____. 2019. General Plan. Draft Noise Element. May.
_____. 2022. Municipal Code.

Federal Highway Administration (FHWA). 1977. Highway Traffic Noise Prediction Model, FHWARD-77-108. _____. 2006. Highway Construction Noise Handbook. Roadway Construction Noise Model, FHWAHEP-06-015. DOT-VNTSC-FHWA-06-02. NTIS No. PB2006-109012. August.

Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Impact Assessment Manual.

Office of Planning and Environment. Report No. 0123. September.

Harris, Cyril M., ed. 1991. Handbook of Acoustical Measurements and Noise Control. Third Edition.

Los Angeles County Airport Land Use Commission (ALUC). Airport Influence Area, Long Beach Airport. Website: http://planning.lacounty.gov/assets/upl/project/aluc_airport-longbeach.pdf (accessed September 2022).

LSA Associates, Inc. (LSA). 2022a. Air Quality and Greenhouse Impact Analysis – Mosaic Project.

August.
_____. 2022b. Traffic Impact Analysis – Mosaic Project. August.

Milgard Windows. 2009. Various Acoustical Performance Test Reports – Milgard Windows.

Mitsubishi Electric/Trane. 2021. TPEADA0361AA70A & TRUZA0361KA70(N/B)A Mid- static Horizontal-ducted Indoor Unit, 36,000 BTU/H Heat Pump Universal Outdoor.

United States Environmental Protection Agency (USEPA). 1978. Protective Noise Levels, Condensed Version of EPA Levels Document, EPA 550/9-79-100. November.

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22»

APPENDIX A

LONG-TERM NOISE MEASUREMENT SHEETS
Noise Measurement Survey – 24 HR
Project Number: LBL2201 Test Personnel: Kevin Nguyendo
Project Name: Mosaic Long Beach Equipment: Spark 706RC (SN:905) Site Number: LT-1 Date: 7/19/2022 Time: From 11:00 a.m. To 11:00 a.m.

Site Location: Northwest corner of the project site’s northern building on the rooftop.

Near a pole.

Primary Noise Sources: Regular traffic noise on sixth street. Faint light-rail activity noise from The LA metro.

Comments: Parapet wall is 6 feet and 4 feet tall
Photo:

Long-Term (24-Hour) Noise Level Measurement Results at LT-1 Start Time Date Noise Level (dBA)
Leq Lmax Lmin
11:00 AM 7/19/22 63.1 81.2 47.7
12:00 PM 7/19/22 61.3 82.9 48.1
1:00 PM 7/19/22 61.8 89.3 48.6
2:00 PM 7/19/22 60.4 75.3 47.3
3:00 PM 7/19/22 60.3 79.4 47.9
4:00 PM 7/19/22 63.2 76.3 47.8
5:00 PM 7/19/22 64.7 82.7 49.4
6:00 PM 7/19/22 62.6 84.7 47.4
7:00 PM 7/19/22 62.6 83.2 47.4
8:00 PM 7/19/22 57.0 76.3 47.4
9:00 PM 7/19/22 59.0 84.3 46.6
10:00 PM 7/19/22 56.1 73.7 45.4
11:00 PM 7/19/22 56.8 77.2 44.3
12:00 AM 7/20/22 55.5 81.7 43.3
1:00 AM 7/20/22 50.4 70.0 42.5
2:00 AM 7/20/22 51.2 71.7 41.5
3:00 AM 7/20/22 49.6 67.3 41.2
4:00 AM 7/20/22 53.3 67.5 41.8
5:00 AM 7/20/22 57.4 73.0 42.6
6:00 AM 7/20/22 57.0 74.1 45.1
7:00 AM 7/20/22 58.1 73.9 47.2
8:00 AM 7/20/22 59.6 77.5 48.4
9:00 AM 7/20/22 59.8 76.7 48.3
10:00 AM 7/20/22 57.2 73.5 48.8
Source: Compiled by LSA Associates, Inc. (2022).
dBA = A-weighted decibel
Leq = equivalent continuous sound level
Lmax = maximum instantaneous noise level
Lmin = minimum measured sound level

Noise Measurement Survey – 24 HR
Project Number: LBL2201 Test Personnel: Kevin Nguyendo
Project Name: Mosaic Long Beach Equipment: Spark 706RC (SN:906) Site Number: LT-2 Date: 7/19/2022 Time: From 11:00 a.m. To 11:00 a.m.

Site Location: Northeast corner of the project site’s northern building on the rooftop.

Near a pole just west of Long Beach Blvd.

Primary Noise Sources: Regular traffic on Long Beach Blvd. light rail activity noise from the Los Angeles metro
Comments: 6 feet Parapet wall.

Photo:

Long-Term (24-Hour) Noise Level Measurement Results at LT-2 Start Time Date Noise Level (dBA)
Leq Lmax Lmin
11:00 AM 7/19/22 66.0 81.7 51.3
12:00 PM 7/19/22 66.0 83.6 51.8
1:00 PM 7/19/22 65.7 81.9 51.4
2:00 PM 7/19/22 65.7 82.2 52.0
3:00 PM 7/19/22 66.5 85.4 52.4
4:00 PM 7/19/22 66.7 90.4 52.7
5:00 PM 7/19/22 66.8 85.5 52.8
6:00 PM 7/19/22 66.1 88.6 51.1
7:00 PM 7/19/22 66.2 83.5 52.1
8:00 PM 7/19/22 64.5 80.4 49.9
9:00 PM 7/19/22 64.1 80.8 50.0
10:00 PM 7/19/22 62.4 77.8 48.5
11:00 PM 7/19/22 62.6 82.1 47.7
12:00 AM 7/20/22 64.0 89.2 46.4
1:00 AM 7/20/22 57.0 75.6 45.0
2:00 AM 7/20/22 55.5 70.0 43.9
3:00 AM 7/20/22 56.0 76.8 44.3
4:00 AM 7/20/22 59.7 73.8 44.6
5:00 AM 7/20/22 64.0 81.1 45.8
6:00 AM 7/20/22 65.1 83.7 47.6
7:00 AM 7/20/22 65.5 86.2 50.2
8:00 AM 7/20/22 65.7 81.0 50.6
9:00 AM 7/20/22 65.7 81.9 50.9
10:00 AM 7/20/22 65.4 83.7 50.8
Source: Compiled by LSA Associates, Inc. (2022).
dBA = A-weighted decibel
Leq = equivalent continuous sound level
Lmax = maximum instantaneous noise level
Lmin = minimum measured sound level

Noise Measurement Survey – 24 HR
Project Number: LBL2201 Test Personnel: Kevin Nguyendo
Project Name: Mosaic Long Beach Equipment: Spark 706RC (SN:907) Site Number: LT-3 Date: 7/19/2022 Time: From 11:00 a.m. To 11:00 a.m.

Site Location: Located on the Northeast corner of the project site’s southern building.

Above the parapet wall, just west of Long Beach Blvd.

Primary Noise Sources: HVAC noise 14 ft away. Faint traffic noise on Long Beach Blvd.

Light rail activity noise from the LA Metro.

Comments: Parapet wall is 5 ft tall.

Photo:

Long-Term (24-Hour) Noise Level Measurement Results at LT-1 Start Time Date Noise Level (dBA)
Leq Lmax Lmin
11:00 AM 7/19/22 60.3 74.2 56.3
12:00 PM 7/19/22 60.6 74.1 56.7
1:00 PM 7/19/22 60.8 76.4 53.0
2:00 PM 7/19/22 59.9 73.7 56.2
3:00 PM 7/19/22 59.8 70.2 56.0
4:00 PM 7/19/22 60.0 71.2 55.7
5:00 PM 7/19/22 60.9 74.4 56.7
6:00 PM 7/19/22 61.1 80.7 56.5
7:00 PM 7/19/22 60.6 77.9 56.8
8:00 PM 7/19/22 59.7 69.3 51.1
9:00 PM 7/19/22 58.1 74.4 48.8
10:00 PM 7/19/22 57.7 83.1 47.9
11:00 PM 7/19/22 56.9 78.9 47.6
12:00 AM 7/20/22 55.3 76.8 46.6
1:00 AM 7/20/22 51.8 68.8 44.1
2:00 AM 7/20/22 55.6 66.5 43.5
3:00 AM 7/20/22 52.6 65.1 42.9
4:00 AM 7/20/22 52.6 68.7 43.7
5:00 AM 7/20/22 57.4 73.4 45.0
6:00 AM 7/20/22 57.4 74.2 47.3
7:00 AM 7/20/22 60.4 74.9 49.3
8:00 AM 7/20/22 60.6 70.9 56.5
9:00 AM 7/20/22 60.5 71.3 51.5
10:00 AM 7/20/22 60.4 76.3 52.1
Source: Compiled by LSA Associates, Inc. (2022).
dBA = A-weighted decibel
Leq = equivalent continuous sound level
Lmax = maximum instantaneous noise level
Lmin = minimum measured sound level

Noise Measurement Survey – 24 HR
Project Number: LBL2201 Test Personnel: Kevin Nguyendo
Project Name: Mosaic Long Beach Equipment: Spark 706RC (SN:908) Site Number: LT-4 Date: 7/19/2022 Time: From 11:00 a.m. To 11:00 a.m.

Site Location: Located on the southeast corner of the project site’s southern building.

Primary Noise Sources: Regular traffic noise on Long Beach Blvd. Faint HVAC noise.

Light rail activity noise from the LA metro.

Comments: 4 ft parapet wall
Photo:

Long-Term (24-Hour) Noise Level Measurement Results at LT-4 Start Time Date Noise Level (dBA)
Leq Lmax Lmin
11:00 AM 7/19/22 55.1 72.9 50.0
12:00 PM 7/19/22 56.8 71.8 50.5
1:00 PM 7/19/22 59.9 82.6 51.3
2:00 PM 7/19/22 54.6 68.5 49.8
3:00 PM 7/19/22 55.4 70.3 50.5
4:00 PM 7/19/22 55.1 68.2 50.3
5:00 PM 7/19/22 55.7 73.3 50.6
6:00 PM 7/19/22 54.3 67.6 50.1
7:00 PM 7/19/22 55.3 77.7 50.0
8:00 PM 7/19/22 54.6 70.0 49.8
9:00 PM 7/19/22 55.0 70.8 48.9
10:00 PM 7/19/22 53.3 72.5 48.3
11:00 PM 7/19/22 54.4 74.2 48.4
12:00 AM 7/20/22 53.7 73.3 47.6
1:00 AM 7/20/22 49.5 61.3 45.7
2:00 AM 7/20/22 49.7 57.3 45.9
3:00 AM 7/20/22 49.2 62.0 45.5
4:00 AM 7/20/22 49.5 62.1 45.2
5:00 AM 7/20/22 51.2 62.5 45.9
6:00 AM 7/20/22 52.5 64.4 47.1
7:00 AM 7/20/22 55.3 71.9 48.4
8:00 AM 7/20/22 56.1 70.5 50.0
9:00 AM 7/20/22 55.0 69.0 49.4
10:00 AM 7/20/22 56.0 72.3 50.4
Source: Compiled by LSA Associates, Inc. (2022).
dBA = A-weighted decibel
Leq = equivalent continuous sound level
Lmax = maximum instantaneous noise level
Lmin = minimum measured sound level

Noise Measurement Survey
Project Number: LBL2201 Test Personnel: Kevin Nguyendo
Project Name: Mosaic Long Beach Equipment: Larson Davis 831 Site Location: Northwest corner of the project site’s southern building on the rooftop.

Primary Noise Sources: Faint traffic noise from Long Beach Blvd. Faint light-rail noise from LA Metro. Faint HVAC noise from 45 ft away. Faint parking lot activity noise.

Measurement Results
Atmospheric Conditions:

Comments: File # 77
Traffic Description:

Roadway
#
Lanes Speeds
NB/EB Counts SB/WB Counts
Auto MT HT Auto MT HT
Site Number: ST-1 Date: 7/19/22 Time: From 11:07 a.m. To 11:27 a.m. dBA
Leq 54.7
Lmax 69.7
Lmin 50.8
Lpeak 95.5
L2 59.0
L8 57.0
L25 55.0
L50 53.7
SEL
Maximum Wind Velocity (mph) 7.4
Average Wind Velocity (mph) 2.7
Temperature (F) 79.1
Relative Humidity (%) 65.1
Comments:

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22»

APPENDIX B

CONSTRUCTION NOISE IMPACT CALCULATIONS
Phase: Demolition
Lmax Leq
Concrete Saw 1 90 20 50 0.5 90 83
Excavator 3 81 40 50 0.5 81 82
Dozer 2 82 40 50 0.5 82 81
Combined at 50 feet 91 87
Combined at Receptor 200 feet 79 75
Phase: Site Preparation
Lmax Leq
Dozer 3 82 40 50 0.5 82 83
Tractor 4 84 40 50 0.5 84 86
Combined at 50 feet 86 88
Combined at Receptor 200 feet 74 76
Combined at Receptor 350 feet 69 71
Combined at Receptor 455 feet 67 69
Combined at Receptor 520 feet 66 67
Phase: Grading
Lmax Leq
Excavator 1 81 40 50 0.5 81 77
Grader 1 85 40 50 0.5 85 81
Dozer 1 82 40 50 0.5 82 78
Tractor 3 84 40 50 0.5 84 85
Combined at 50 feet 89 87
Combined at Receptor 200 feet 77 75
Phase:Building Construstion
Lmax Leq
Crane 1 81 16 50 0.5 81 73
Man Lift 3 75 20 50 0.5 75 73
Generator 1 81 50 50 0.5 81 78
Tractor 3 84 40 50 0.5 84 85
Welder / Torch 1 74 40 50 0.5 74 70
Combined at 50 feet 87 86
Combined at Receptor 200 feet 75 74
Phase:Paving
Lmax Leq
Paver 2 77 50 50 0.5 77 77
All Other Equipment > 5 HP 2 85 50 50 0.5 85 85
Roller 2 80 20 50 0.5 80 76
Combined at 50 feet 87 86
Combined at Receptor 200 feet 75 74
Phase:Architectural Coating
Lmax Leq
Compressor (air) 1 78 40 50 0.5 78 74
Combined at 50 feet 78 74
Combined at Receptor 200 feet 66 62
Sources: RCNM
1 - Percentage of time that a piece of equipment is operating at full power. dBA – A-weighted Decibels
Lmax- Maximum Level
Leq- Equivalent Level
Noise Level (dBA) Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Ground
Effects
Ground
Effects
Noise Level (dBA) Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Noise Level (dBA)
Construction Calculations
Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Ground
Effects
Noise Level (dBA)
Equipment Quantity Reference (dBA)
50 ft Lmax
Usage
Factor1
Distance to
Receptor (ft)
Ground
Effects
Equipment Quantity
Equipment Ground Noise Level (dBA)
Effects
Distance to
Receptor (ft)
Usage
Factor1
Reference (dBA)
50 ft Lmax Quantity
Ground Noise Level (dBA)
Effects
Distance to
Receptor (ft)
Usage
Factor1
Reference (dBA)
50 ft Lmax

N OISE AND VIBRATION I MPACT ANALYSIS
OCTOBER 2022

MOSAIC P ROJECT

L ONG BEACH, C ALIFORNIA
P:\LBL2201\Noise\PRODUCT\LBL2201 - Noise - 100422.docx «10/04/22»

APPENDIX C

TRAFFIC ANALYSIS PRINTOUTS
TABLE Existing Without Project-01

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St between Pine Ave and Locust Ave NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11160 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 30 SITE CHARACTERISTICS: HARD
______________________________________________________________________ * * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 62.07

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 123.1 378.6
______________________________________________________________________ TABLE Existing Without Project-02

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St between Locust Ave and Long Beach Blvd NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10980 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 121.2 372.5
______________________________________________________________________ TABLE Existing Without Project-03

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St east of Long Beach Blvd
NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10500 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 116.2 356.3
______________________________________________________________________ TABLE Existing Without Project-04

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 5th St between Pine Ave and The Promenade NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1650 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 15 SITE CHARACTERISTICS: HARD
______________________________________________________________________ * * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 52.61

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Existing Without Project-05

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 5th St between The Promenade and Long Beach Blvd NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1210 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Existing Without Project-06

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St between Pine Ave and The Promenade NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4060 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 90.9
______________________________________________________________________ TABLE Existing Without Project-07

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St between The Promenade and Long Beach Blvd NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4290 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 96.0
______________________________________________________________________ TABLE Existing Without Project-08

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St east of Long Beach Blvd
NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5790 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 128.8
______________________________________________________________________ TABLE Existing Without Project-09

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 7th St and 6th St NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11290 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 40 SITE CHARACTERISTICS: HARD
______________________________________________________________________ * * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 61.75

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 127.0 383.4
______________________________________________________________________ TABLE Existing Without Project-10

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 6th St and 5th St NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 9690 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 111.0 329.7
______________________________________________________________________ TABLE Existing Without Project-11

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 5th St and 4th St NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 9790 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 112.0 333.1
______________________________________________________________________ TABLE Existing Without Project-12

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 4th St and 3rd St NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 8210 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 96.4 280.2
______________________________________________________________________ TABLE Existing Without Project-13

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: The Promenade between 5th St and 4th St NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 970 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Existing Without Project-14

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: The Promenade between 4th St and 3rd St NOTES: Mosaic Project - Existing Without Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4260 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 95.3
______________________________________________________________________ TABLE Existing With Project-01

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St between Pine Ave and Locust Ave NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11350 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 125.0 385.0
______________________________________________________________________ TABLE Existing With Project-02

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St between Locust Ave and Long Beach Blvd NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11230 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 123.8 380.9
______________________________________________________________________ TABLE Existing With Project-03

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St east of Long Beach Blvd
NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10780 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 119.1 365.8
______________________________________________________________________ TABLE Existing With Project-04

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 5th St between Pine Ave and The Promenade NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1540 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Existing With Project-05

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 5th St between The Promenade and Long Beach Blvd NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1340 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Existing With Project-06

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St between Pine Ave and The Promenade NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4070 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 91.2
______________________________________________________________________ TABLE Existing With Project-07

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St between The Promenade and Long Beach Blvd NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4420 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 98.8
______________________________________________________________________ TABLE Existing With Project-08

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St east of Long Beach Blvd
NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 6530 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 145.0
______________________________________________________________________ TABLE Existing With Project-09

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 7th St and 6th St NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 12140 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 135.7 412.0
______________________________________________________________________ TABLE Existing With Project-10

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 6th St and 5th St NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10720 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 121.3 364.3
______________________________________________________________________ TABLE Existing With Project-11

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 5th St and 4th St NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10990 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 124.0 373.3
______________________________________________________________________ TABLE Existing With Project-12

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 4th St and 3rd St NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 8520 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 99.4 290.5
______________________________________________________________________ TABLE Existing With Project-13

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: The Promenade between 5th St and 4th St NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1160 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Existing With Project-14

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: The Promenade between 4th St and 3rd St NOTES: Mosaic Project - Existing With Project
______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4390 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 98.1
______________________________________________________________________ TABLE Interim-Year Pending Without Project01

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St between Pine Ave and Locust Ave NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11600 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 127.6 393.4
______________________________________________________________________ TABLE Interim-Year Pending Without Project02

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St between Locust Ave and Long Beach Blvd NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11420 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 125.8 387.3
______________________________________________________________________ TABLE Interim-Year Pending Without Project03

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St east of Long Beach Blvd
NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11110 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 122.5 376.9
______________________________________________________________________ TABLE Interim-Year Pending Without Project04

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 5th St between Pine Ave and The Promenade NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1770 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Interim-Year Pending Without Project05

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 5th St between The Promenade and Long Beach Blvd NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1280 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Interim-Year Pending Without Project06

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St between Pine Ave and The Promenade NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5010 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 111.7
______________________________________________________________________ TABLE Interim-Year Pending Without Project07

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St between The Promenade and Long Beach Blvd NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5280 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 117.6
______________________________________________________________________ TABLE Interim-Year Pending Without Project08

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St east of Long Beach Blvd
NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 6880 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 152.7
______________________________________________________________________ TABLE Interim-Year Pending Without Project09

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 7th St and 6th St NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 15200 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 65.1 167.2 514.9
______________________________________________________________________ TABLE Interim-Year Pending Without Project10

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 6th St and 5th St NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 13360 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 148.2 453.0
______________________________________________________________________ TABLE Interim-Year Pending Without Project11

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 5th St and 4th St NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 13350 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 148.1 452.6
______________________________________________________________________ TABLE Interim-Year Pending Without Project12

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 4th St and 3rd St NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 12220 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 136.5 414.6
______________________________________________________________________ TABLE Interim-Year Pending Without Project13

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: The Promenade between 5th St and 4th St NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1200 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Interim-Year Pending Without Project14

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: The Promenade between 4th St and 3rd St NOTES: Mosaic Project - Interim-Year Pending Without Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5160 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 115.0
______________________________________________________________________ TABLE Interim-Year Pending With Project-01

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St between Pine Ave and Locust Ave NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11790 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 129.6 399.8
______________________________________________________________________ TABLE Interim-Year Pending With Project-02

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St between Locust Ave and Long Beach Blvd NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11670 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 128.4 395.8
______________________________________________________________________ TABLE Interim-Year Pending With Project-03

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 6th St east of Long Beach Blvd
NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11390 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 125.5 386.3
______________________________________________________________________ TABLE Interim-Year Pending With Project-04

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 5th St between Pine Ave and The Promenade NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1670 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Interim-Year Pending With Project-05

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 5th St between The Promenade and Long Beach Blvd NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1410 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Interim-Year Pending With Project-06

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St between Pine Ave and The Promenade NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5010 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 111.7
______________________________________________________________________ TABLE Interim-Year Pending With Project-07

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St between The Promenade and Long Beach Blvd NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5410 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 120.5
______________________________________________________________________ TABLE Interim-Year Pending With Project-08

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: 4th St east of Long Beach Blvd
NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 7620 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 55.3 169.0
______________________________________________________________________ TABLE Interim-Year Pending With Project-09

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 7th St and 6th St NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 16050 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 67.4 176.0 543.5
______________________________________________________________________ TABLE Interim-Year Pending With Project-10

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 6th St and 5th St NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14400 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 158.9 488.0
______________________________________________________________________ TABLE Interim-Year Pending With Project-11

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 5th St and 4th St NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14550 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 160.5 493.0
______________________________________________________________________ TABLE Interim-Year Pending With Project-12

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: Long Beach Blvd between 4th St and 3rd St NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 12530 SPEED (MPH): 30 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 139.7 425.1
______________________________________________________________________ TABLE Interim-Year Pending With Project-13

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: The Promenade between 5th St and 4th St NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1390 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 0.0
______________________________________________________________________ TABLE Interim-Year Pending With Project-14

FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 08/24/2022
ROADWAY SEGMENT: The Promenade between 4th St and 3rd St NOTES: Mosaic Project - Interim-Year Pending With Project ______________________________________________________________________ * * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5290 SPEED (MPH): 25 GRADE: .5

TRAFFIC DISTRIBUTION PERCENTAGES

DAY EVENING NIGHT
--- ------- -----
AUTOS

75.51 12.57 9.34

M-TRUCKS

1.56 0.09 0.19

H-TRUCKS

DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------

0.0 0.0 0.0 117.8
______________________________________________________________________

Appendix H
Traffic Impact Analysis

October 2022

TRAFFIC IMPACT ANALYSIS

MOSAIC PROJECT

LONG BEACH, CALIFORNIA
This Traffic Impact Study has been prepared under the supervision of Shiva Delparastaran, P.E.

October 2022

T R A F F I C I M P A C T A N A LY S I S

MOSAIC PROJECT

LONG BEACH, CALIFORNIA
Submitted to:

Long Beach Center Loan LLC
100 Bayview Circle, Suite 4500
Newport Beach, California 92660
Prepared by:

LSA
20 Executive Park, Suite 200
Irvine, California 92614
(949) 553-0666
Project No. LBL2201
i

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

EXECUTIVE SUMMARY
LSA Associates, Inc. (LSA) has prepared this Traffic Impact Analysis (TIA) to identify the traffic impacts resulting from the development of the proposed Mosaic Project (project) in Long Beach, California. LSA has prepared this analysis with the objectives and methodologies set forth in the City of Long Beach (City) Traffic Impact Analysis Guidelines (June 2020) (TIA Guidelines), the 2010 Congestion Management Program for Los Angeles County, and applicable provisions of the California Environmental Quality Act.

The proposed project is located at 450 Promenade North in Long Beach, California. The proposed project includes the demolition of 197,513 square feet (sf) of commercial (retail) uses and the construction of 900 residential units and 38,405 sf of retail uses. The project site is bounded by 6 th Street to the north, 4th Street to the south, Long Beach Boulevard to the east, and existing residential and commercial uses and public parking structures to the west. Access to the project site will be provided via one right-in/right-out (RIRO) driveway on 6th Street and two RIRO driveways on Long Beach Boulevard. The proposed project is anticipated to be completed by 2027.

This study analyzes the a.m. and p.m. peak-hour levels of service for the study area intersections during a typical weekday. Project impacts were determined based on the analysis of the following scenarios, consistent with City’s requirements:

1. Existing

2. Existing Plus Project

3. Opening Year (2027)

4. Opening Year (2027) Plus Project
Based on the results of this TIA, the proposed project would not significantly affect the study area intersections in either the Existing or Opening Year (cumulative) horizon, based on the City’s performance criteria.

The proposed project is in a low vehicle miles traveled (VMT) residential area and the retail component is less than 50,000 sf. As such, the residential and retail components of the proposed project are screened out from a VMT analysis. Therefore, the proposed project is presumed to have a less than significant transportation impact.
ii

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

TABLE OF CONTENTS
EXECUTIVE SUMMARY............................................................................................................................. i TABLE OF CONTENTS .............................................................................................................................. ii LIST OF ABBREVIATIONS AND ACRONYMS............................................................................................ iv INTRODUCTION .......................................................................................................... 1 Project Description........................................................................................................................ 1 ANALYSIS METHODOLOGY.......................................................................................... 4 Intersection Level of Service ......................................................................................................... 4 Thresholds of Significance............................................................................................................. 4 Study Area Intersections............................................................................................................... 5 EXISTING CONDITIONS................................................................................................ 7 Existing Circulation System ........................................................................................................... 7 Existing Traffic Volumes................................................................................................................ 8 Existing Intersection Level of Service Analysis.............................................................................. 8 OPENING YEAR (2027) CONDITIONS.......................................................................... 11 Opening Year Traffic Volumes..................................................................................................... 11 Opening Year Intersection Level of Service Analysis................................................................... 11 PROJECT CONDITIONS............................................................................................... 19 Project Trip Generation............................................................................................................... 19 Project Trip Distribution and Assignment................................................................................... 19 EXISTING PLUS PROJECT CONDITIONS....................................................................... 26 Existing Plus Project Traffic Volumes.......................................................................................... 26 Existing Plus Project Intersection Level of Service Analysis........................................................ 26 OPENING YEAR (2027) PLUS PROJECT CONDITIONS ................................................... 30 Opening Year Plus Project Traffic Volumes................................................................................. 30 Opening Year Plus Project Intersection Level of Service Analysis............................................... 30 TRANSIT/BICYCLE/PEDESTRIAN FACILITIES................................................................ 34 ACCESS AND ON-SITE CIRCULATION ANALYSIS .......................................................... 35 Driveway LOS Analysis................................................................................................................. 35 Sight Distance Analysis................................................................................................................ 35 Loading Areas.............................................................................................................................. 35 VEHICLE MILES TRAVELED ANALYSIS ......................................................................... 39 Residential Development in Low VMT Areas.............................................................................. 39 Retail Development Less than 50,000 Square Feet..................................................................... 39 CONCLUSIONS .......................................................................................................... 40 REFERENCES ............................................................................................................. 41 iii

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

FIGURES
Figure 1: Project Location and Study Area Intersections....................................................................... 2 Figure 2: Site Plan................................................................................................................................... 3 Figure 3: Existing Intersection Geometrics and Traffic Control.............................................................. 6 Figure 4: Existing Peak-Hour Traffic Volumes ........................................................................................ 9 Figure 5: Locations of Cumulative Projects.......................................................................................... 15 Figure 6: Cumulative Projects Peak-Hour Traffic Volumes................................................................... 16 Figure 7: Opening Year Peak-Hour Traffic Volumes............................................................................. 17 Figure 8: Project Trip Distribution and Assignment – Proposed Residential ....................................... 22 Figure 9: Project Trip Distribution and Assignment – Proposed Retail................................................ 23 Figure 10: Project Trip Distribution and Assignment – Existing Retail................................................. 24 Figure 11: Net Project Trip Assignment (Proposed Residential + Proposed Retail – Existing Retail) .......................................................................................................................................... 25 Figure 12: Existing Plus Project Peak-Hour Traffic Volumes ................................................................ 27 Figure 13: Opening Year Plus Project Peak-Hour Traffic Volumes....................................................... 31 Figure 14: Driveway Sight Distances .................................................................................................... 38 TABLES
Table A: Existing Intersection Level of Service Summary..................................................................... 10 Table B: Cumulative Projects List ......................................................................................................... 12 Table B: Cumulative Projects List (continued)...................................................................................... 13 Table C: Cumulative Projects Trip Generation Summary ..................................................................... 14 Table D: Opening Year Intersection Level of Service Summary ........................................................... 18 Table E: Project Trip Generation .......................................................................................................... 20 Table F: Existing Plus Project Intersection Level of Service Summary ................................................. 28 Table G: Existing Plus Project Intersection Queuing Summary ............................................................ 29 Table H: Opening Year Plus Project Intersection Level of Service Summary ....................................... 32 Table I: Opening Year Plus Project Intersection Queuing Summary .................................................... 33 Table J: Driveway Levels of Service Summary ...................................................................................... 37

APPENDICES
A: APPROVED SCOPE OF WORK
B: EXISTING SIGNAL TIMING AND COUNT DATA
C: EXISTING LOS WORKSHEETS
D. CUMULATIVE PROJECTS INFORMATION
E: OPENING YEAR (2027) LOS WORKSHEETS
F: SCAG SELECT ZONE DISTRIBUTION
G: EXISTING PLUS PROJECT LOS WORKSHEETS
H: EXISTING AND EXISTING PLUS PROJECT QUEUING WORKSHEETS I: OPENING YEAR (2027) PLUS PROJECT LOS WORKSHEETS
J: OPENING YEAR (2027) AND OPENING YEAR (2027) PLUS PROJECT QUEUING WORKSHEETS iv

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)
K: PROJECT DRIVEWAY HCM LOS WORKSHEETS
L: TIA GUIDELINES FIGURE 2
v

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

LIST OF ABBREVIATIONS AND ACRONYMS
CA MUTCD California Manual on Uniform Traffic Control Devices Caltrans California Department of Transportation
CEQA California Environmental Quality Act
City City of Long Beach
CMP Congestion Management Program
ft feet
HCM 6 Highway Capacity Manual, 6th Edition
I-710 Interstate 710
ITE Institute of Transportation Engineers
LOS level(s) of service
LSA LSA Associates, Inc.
mph miles per hour
NCHRP National Cooperative Highway Research Program
OCTA Orange County Transportation Authority
project Mosaic Project
RIRO right-in/right-out
RTP/SCS Regional Transportation Plan/Sustainable Communities Strategy SCAG Southern California Association of Governments
sf square feet
SR-22 State Route 22
TIA Traffic Impact Analysis
TIA Guidelines Traffic Impact Analysis Guidelines
VMT vehicle miles traveled
1 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

INTRODUCTION
The purpose of this Traffic Impact Analysis (TIA) is to identify the potential circulation impacts associated with the development of the proposed Mosaic Project (project) at 450 Promenade North in Long Beach, California. Figure 1 shows the location of the project site and the study area intersections.

LSA prepared the TIA based on the City of Long Beach (City) Traffic Impact Analysis Guidelines (June 2020) (TIA Guidelines).

Issues addressed in this TIA include the operation of the existing roadway system in the area, local off-site intersection impacts, site access, internal circulation, and vehicle miles traveled (VMT). The TIA examines four scenarios:

1. Existing

2. Existing Plus Project

3. Opening Year (2027)

4. Opening Year (2027) Plus Project

PROJECT DESCRIPTION
The proposed project includes the demolition of 197,513 square feet (sf) of commercial (retail) uses and the construction of 900 residential units and 38,405 sf of retail uses. The project site is bounded by 6th Street to the north, 4th Street to the south, Long Beach Boulevard to the east, and existing residential and commercial uses and public parking structures to the west. Access to the project site will be provided via one right-in/right-out (RIRO) driveway on 6th Street and two RIRO driveways on Long Beach Boulevard. The proposed project is anticipated to be completed by 2027. Figure 2 shows the site plan for the proposed project.

FEET
0 250 500
N
I:\LBL2201\G\Location&Ints.cdr ( /2 /2022) 71
Mosaic Project
SOURCE Bing Maps, ESRI :

FIGURE 1
Project Location and
Study Area Intersections
LEGEND
Project Site
# Study Area Intersection
1 2
3 4
5 6
8 7
11 12
13 14
15 16
17 18
19 20
21 22
23 9
10 24
I:\LBL2201\G\Site_Plan.ai (8/24/2022)
SOURCE: MVE Partners, 5/20/2022 Site Plan
Mosaic Project
FIGURE 2
FEET
0 75 150
7+675((7
7+(3520(1$'(1257+
/21*%($&+%28/(9$5' 7+675((7
7+675((7
3,1($9(18(
7 *$5$*(
(175<
*$5$*(
(175<
3/$=$
7+675((7
352326('3$5&(/&
6)
352326('3$5&(/&
6)
352326('3$5&(/%
6)
=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(
*$5$*(
(175<
3523(57</,1(
(;,67,1*+$/)52:

(;,67,1*+$/)52:

(;,67,1*+$/)52:

(;,67,1*+$/)52:

(;,67,1*52:

(;,67,1*+$/)52:

6725<5(6,'(17,$/

127$3$57

6725<3$5.,1*6758&785(

127$3$57

6725<
5(6,'(17,$/

127$3$57

6725<3$5.,1*6758&785(

127$3$57

6725<5(6,'(17,$/

127$3$57

6725<5(6,'(17,$/

127$3$57

7+(3$6(2

352-(&7,1)250$7,21
'(6&5,37,21$0,;('86(352-(&7:,7+
5(6,'(17,$/81,76,1&/8',1*6)2)&200(5&,$/7+(352326('352-(&7:,//&216,672)7+5((32',80%8,/',1*6$1'21(&200(5&,$/3$9,/,21$//32',80%8,/',1*6$5(),9(6725,(62)7<3(,,,$&216758&7,2129(57+5((6725,(62)7<3(,$&216758&7,21&200(5&,$/3$9,/,21,66725<0(==$1,1(2)7<3(9%&216758&7,21=21(3''2:172:13/$16(7%$&.67+675((7 )77+675((7 )77+675((7 )7/21*%($&+%28/(9$5' )7&&,17(5,253523(57</,1( )77+(3520(1$'(1257+ )7+(,*+7 =21,1*
$//2:(' )73529,'('
)7+(,*+7
),5('(3$570(17
)772+,*+(672&&83,$%/()/225$60($685(')520/2:(67/(9(/2)),5('(3$570(179(+,&8/$5$&&(66$7($&+%8,/',1*+(,*+7 %8,/',1*&2'( &%&6(&7,21
7<3(,,,$29(57<3(,$&216758&7,210$;,080
)7727232)522)6758&785($60($685()520$9(5$*(*5$'(3/$1($7($&+%8,/',1*/276,=(3$5&(/% 6)3$5&(/& 6)3$5&(/& 6)727$/
6)/27&29(5$*(3$5&(/% 6)
3$5&(/&
6)
3$5&(/& 6)
%8,/',1*$5($%<)/225)/225$5($5$7,2 )/225$5($5$7,2&*DUDJHV7KHDFWXDOJDUDJHDUHDXSWRVHYHQKXQGUHG
VTXDUHIHHWIRUDVLQJOHIDPLO\GZHOOLQJDQGDOOJDUDJHDUHDIRUPXOWLIDPLO\GZHOOLQJVVKDOOEHH[FOXGHGIURPWKHFDOFXODWLRQRIIORRUDUHDUDWLR*)$DERYHWKHJDUDJHLVQRWH[FOXGHG3$5&(/%*5266%8,/',1*$5($ ,1&/8'(6*$5$*(
6)*$5$*($5($
6))$5*5266)/225$5($ 6)/27$5($ 6))$5 3$5&(/&*5266%8,/',1*$5($
,1&/8'(6*$5$*(
6)*$5$*($5($ 6))$5*5266)/225$5($ 6)/27$5($ 6))$5

3$5&(/&*5266%8,/',1*$5($
,1&/8'(6*$5$*(
6)*$5$*($5($ 6))$5*5266)/225$5($
6)/27$5($ 6))$5

3$5.,1*6800$5<
&200(5&,$/3$5.,1*
23(163$&(3$5&(/%&20021,1'22523(163$&(5(48,5('
6)&20081,7<5220&20021287'22523(163$&(5(48,5(' 2)6,7($5($

6)35,9$7(23(163$&(5(48,5('
6)%$/&21<3$7,2257(55$&()252)$//':(//,1*81,76':(//,1*81,76; &2817#6)($3$5&(/&&20021,1'22523(163$&(5(48,5(' 6)&20081,7<5220&20021287'22523(163$&(5(48,5(' 2)6,7($5($

6)35,9$7(23(163$&(5(48,5('
6)%$/&21<3$7,2257(55$&()252)$//':(//,1*81,76 ':(//,1*81,76; &2817#6)($3$5&(/&&20021,1'22523(163$&(5(48,5(' 6)&20081,7<5220&20021287'22523(163$&(5(48,5(' 2)6,7($5($

6)35,9$7(23(163$&(5(48,5('
6)%$/&21<3$7,2257(55$&()252)$//':(//,1*81,76 ':(//,1*81,76; &2817#6)($%,&<&/(3$5.,1*3$5&(/%5(48,5('5(6,'(17,$/ 3(581,76
63$&(6&200(5&,$/
63$&(3(56)
63$&(63529,'(' 63$&(63$5&(/&5(48,5('5(6,'(17,$/ 3(581,76
63$&(6&200(5&,$/
63$&(3(56)
63$&(63529,'(' 63$&(63$5&(/&5(48,5('5(6,'(17,$/ 3(581,76
63$&(63529,'(' 63$&(6
(;,67,1*&200(5&,$/
72%(5(029('

6)352326('&200(5&,$/ 3$5&(/%

6)
3$5&(/&
6)3$5&(/&
6)727$/
6)
5(48,5('&200(5&,$/3$5.,1*
63$&(63(56)

67$//6&200(5&,$/3$5.,1*72%(/2&$7(',1$'-$&(17&,7<2:1('3$5.,1*6758&785(63(57+(3$5.,1*5,*+76$*5((0(17

5(6,'(17,$/6725$*(5(48,5('6725$*(5HVLGHQWLDOGHYHORSPHQWVFRQVLVWLQJRIXQLWVRUPRUHVKDOOSURYLGHVWRUDJHVSDFHVXEMHFWWRWKHGLVFUHWLRQRIWKH6LWH3ODQ5HYLHZ&RPPLWWHH(DFKVWRUDJHVSDFHVKDOOEHDPLQLPXPRIVTIWLQDUHDDQGVKDOOFRQWDLQQRWOHVVWKDQFXELFIHHW352326('6725$*(VWRUDJHVSDFH VIFXELFIW
SHUHYHU\XQLWV3$5&(/%':(//,1*81,76 6725$*(81,763$5&(/& ':(//,1*81,76 6725$*(81,763$5&(/&
':(//,1*81,76 6725$*(81,76
5(6,'(17,$/81,76800$5<
127(
3529,'('23(163$&(727$/6$5(6+2:121/<)25&203/,$1&(:,7+5(48,5('0,1,0806$1'6+28/'127%(,17(535(7('$65(48,5(0(176%(<21'7+26(0,1,0806127( 287'2255$&.6:,//%(3529,'(')25&200(5&,$/%,.(3$5.,1*6((/$1'6&3$(3/$1)25*(1(5$//2&$7,216 127('5($57$1'(067$//6$%29($5($66,*1('727+(6$0(5(6,'(17,$/81,7$67+$72)7+(127(')52177$1'(067$//$1'$5(127&2817('72:$5'60((7,1*7+(3'5(48,5('67$//&2817 $5($6&+('8/(3$5&(/%
/(9(/ 6)/(9(/ 6)
/(9(/ 6)/(9(/ 6)/(9(/
6)/(9(/ 6)/(9(/ 6)/(9(/ 6)727$/ 6) $5($6&+('8/(3$5&(/&
/(9(/
6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)727$/
6)
$5($6&+('8/(3$5&(/&
/(9(/
6)/(9(/ 6)/(9(/ 6)/(9(/
6)/(9(/ 6)/(9(/

6)/(9(/

6)/(9(/ 6)727$/

6)
3$5.,1*6800$5<%<3$5&(/%<7<3(
3$5&(/3$5.,1* 67$//7<3( &2817
% $'$5(6,'(17,$/
;
% &203$&75(6,'(17,$/
;

% &203$&77$1'(05(6,'(17,$/
;
% 67$1'$5'5(6,'(17,$/
;

% & $'$5(6,'(17,$/
;
& &203$&75(6,'(17,$/
;
& &203$&77$1'(05(6,'(17,$/
;
& 67$1'$5'5(6,'(17,$/
;
& & $'$5(6,'(17,$/
;
& &203$&75(6,'(17,$/
;
& &203$&77$1'(05(6,'(17,$/
;
& 67$1'$5'5(6,'(17,$/
;
& 727$/

727$/23(163$&(3529,'('3(5%8,/',1*
1DPH $UHD
% &20021,1'22523(163$&( 6)% &20021287'22523(163$&( 6)% 35,9$7(23(163$&(
6)
6)
& &20021,1'22523(163$&( 6)& &20021287'22523(163$&( 6)& 35,9$7(23(163$&( 6)

6)
& &20021,1'22523(163$&(
6)& &20021287'22523(163$&( 6)& 35,9$7(23(163$&( 6) 6)

6)

&2817

4 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

ANALYSIS METHODOLOGY
This TIA is consistent with the objectives and methodologies set forth in the City’s TIA Guidelines, the 2010 Congestion Management Program (CMP) for Los Angeles County, and applicable provisions of the California Environmental Quality Act (CEQA).

The City’s Traffic Engineer reviewed and approved the scope of work (provided in Appendix A), including the project study area, prior to the preparation of this TIA.

INTERSECTION LEVEL OF SERVICE
LSA used the Highway Capacity Manual 6
th Edition (HCM 6) analysis methodologies and the
Synchro 11 software to calculate the levels of service (LOS) for the study area intersections, consistent with the City’s requirements. LSA obtained existing signal timing data from the City for the study area intersections. Appendix B provides the existing signal timing data.

LOS and delay for signalized intersections is reported for the overall intersection. LOS and delay for unsignalized intersections is reported for the overall intersection at all-way stop-controlled intersections and for the worst street approach for two-way stop-controlled intersections.

The relationship between LOS and delay for signalized and unsignalized intersections is as follows:

Level of Service Signalized Intersection Delay
(seconds)
Unsignalized Intersections Delay
(seconds)
A ≤10.0 10.0
B >10.0 and ≤20.0 >10.0 and 15.0
C >20.0 and ≤35.0 >15.0 and 25.0
D >35.0 and ≤55.0 >25.0 and 35.0
E >55.0 and ≤80.0 >35.0 and 50.0
F >80.0 >50.0
Source: Highway Capacity Manual, 6th Edition (Transportation Research Board 2017).

THRESHOLDS OF SIGNIFICANCE
The City has identified LOS D as the threshold for acceptable intersection operations. The following criteria shall be used to determine if a project would be responsible for LOS deficiencies and whether feasible roadway improvements should be identified to improve performance. • Signalized Intersections
○ If, under without project conditions, an intersection operates at LOS D or better and the addition of project trips results in unacceptable LOS (LOS E or F). On occasion, LOS E may be allowed for peak periods in very dense urban conditions (such as in Downtown Long Beach) per the City’s discretion.
○ If, under without project conditions, an intersection operates at LOS E or F and the project increases average control delay at the intersection by 2.5 seconds or more. 5 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)
○ If, under project conditions, the 95th percentile queue length exceeds the storage length at any turn lane.
• Unsignalized Intersections
○ If, under project conditions, an intersection operates at unacceptable LOS (LOS E or F). On occasion, LOS E may be allowed for peak periods in very dense urban conditions (such as in Downtown Long Beach) per the City’s discretion.
○ If an intersection meets the peak-hour traffic signal warrant after the addition of project traffic. If the intersection meets the peak-hour traffic signal warrant, all other applicable warrants must also be addressed.

STUDY AREA INTERSECTIONS
The study area includes the following intersections per the approved scope of work:

1. Pine Avenue/8th Street

2. Pine Avenue/7th Street

3. Pine Avenue/6th Street

4. Pine Avenue/5th Street

5. Pine Avenue/4th Street

6. Pine Avenue/3rd Street

7. Pine Avenue/Broadway

8. Pine Avenue/1st Street

9. Pine Avenue/Ocean Boulevard

10. Locust Avenue/8th Street

11. Locust Avenue/7th Street

12. Locust Avenue/6th Street

13. The Promenade/5th Street

14. The Promenade/4th Street

15. The Promenade/3rd Street

16. Long Beach Boulevard/8th Street

17. Long Beach Boulevard/7th Street

18. Long Beach Boulevard/6th Street

19. Long Beach Boulevard/5th Street

20. Long Beach Boulevard/4th Street

21. Long Beach Boulevard/3rd Street

22. Long Beach Boulevard/Broadway

23. Long Beach Boulevard/1st Street

24. Long Beach Boulevard/Ocean Boulevard
Figure 3 provides the existing geometrics and traffic control devices at the study intersection. 1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St 6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St 11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St 16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St 21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 3
LEGEND
SignalStop Sign
N
Mosaic Project
Westbound right‐turn at Locust Avenue/7th Street is restricted from 7:00 a.m. to 3:30 p.m. on school days. Existing Intersection Geometrics and Traffic Control 
  


  











 
  


  

 


 
    
 
  
 
   



  



   





*
*

NBL, NBR, SBL, SBR, EBT, WBT
are bus‐only movements/lanes

NBL, SBR, EBT, WBT
are bus‐only movements/lanes
P:\LBL2201\Traffic\xls\Figures\Fig 3 ‐ Existing Intersection Geometrics.xlsx (8/29/2022) 7 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

EXISTING CONDITIONS

EXISTING CIRCULATION SYSTEM
Key roadways in the vicinity of the proposed project are as follows:
• Long Beach Boulevard is classified as a Boulevard in the City of Long Beach General Plan Mobility Element (2013). It is a four-lane, divided, north-south roadway that extends from the city of South Gate to Ocean Boulevard. Long Beach Boulevard is along the eastern boundary of the project site and provides direct access to the proposed project. In the project vicinity, the posted speed limit is 30 miles per hour (mph). Pedestrian sidewalks are provided on both sides of Long Beach Boulevard. On-street parking is permitted in select locations on the east side of the street.
• 7
th Street is classified as a Boulevard in the City of Long Beach General Plan Mobility Element. It is an east-west roadway that extends from State Route 22 (SR-22) to Interstate 710 (I-710).

North of the project site and in the project vicinity, 7 th Street is a three-lane, undivided, one-way
(westbound) roadway with a posted speed limit of 30 mph. Pedestrian sidewalks are provided on both sides of 7
th Street. On-street parking is permitted in select locations on both sides of the street.
• Ocean Boulevard is classified as a Boulevard and a Scenic Drive in the City of Long Beach General Plan Mobility Element. It is a six-lane, divided, east-west roadway that extends from 72nd Place to I-710. Ocean Boulevard is south of the project site. In the project vicinity, the posted speed limit is 30 mph. Pedestrian sidewalks are provided on both sides of Ocean Boulevard. On-street parking is permitted in select locations on the south side of the street. • 6
th Street is classified as a Major Avenue in the City of Long Beach General Plan Mobility Element. It is an east-west roadway that extends from Cerritos Avenue and Ben Franklin Classical Middle School to I-710. Located along the northern boundary of the project site, 6 th Street provides direct access to the proposed project. In the project vicinity, it is a three-lane, undivided, one-way (eastbound) roadway with a posted speed limit of 30 mph. Pedestrian sidewalks are provided on both sides of 6
th Street. On-street parking is permitted in select
locations on both sides of the street.
• 3
rd Street is classified as a Major Avenue in the City of Long Beach General Plan Mobility Element. It is an east-west roadway that extends from Nieto Avenue and Will Rogers Middle School to I-710. South of the project site and within the project vicinity, 3 rd Street is a two-lane,
undivided, one-way (westbound) roadway with a posted speed limit of 30 mph. Pedestrian sidewalks are provided on both sides of 3
rd Street. On-street parking is permitted in select
locations on both sides of the street.
• Broadway is classified as a Major Avenue in the City of Long Beach General Plan Mobility Element. It is an east-west roadway that extends from Bay Shore Avenue to Shoreline Drive and I-710. Broadway is south of the project site. In the project vicinity, it is a two-lane, undivided, 8 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)
one-way (eastbound) roadway with a posted speed limit of 30 mph. Pedestrian sidewalks are provided on both sides of Broadway. On-street parking is permitted in select locations on both sides of the street. A Class II bicycle lane is provided on the south side of the street. • 5
th Street is a two-lane, undivided, east-west roadway that extends from Long Beach Boulevard to Cesar E. Chavez Park and bisects the project site. It has a posted speed limit of 25 mph.

Pedestrian sidewalks are provided on both sides of 5
th Street. On-street parking is permitted in
select locations on both sides of the street.
• 4
th Street is a two-lane, undivided, east-west roadway that extends from Park Avenue and the Colorado Lagoon to Cesar E. Chavez Park. It is along the southern boundary of the project site.

Pedestrian sidewalks are provided on both sides of 4
th Street. On-street parking is permitted in
select locations on both sides of the street.
• 1
st Street is a two-lane, divided, east-west roadway that extends from Alamitos Avenue to Pacific Avenue. It is south of the project site. Pedestrian sidewalks are provided on both sides of 1 st Street. Between Long Beach Boulevard and Pacific Avenue, 1st Street is for buses only.

On-street parking is permitted in select locations on both sides of 1 st Street between Alamitos
Avenue and Long Beach Boulevard.
• Pine Avenue is a two-lane, undivided, north-south roadway that extends from Willow Street to Shoreline Drive. It is west of the project site. Pedestrian sidewalks are provided on both sides of Pine Avenue. On-street parking is permitted in select locations on both sides of the street. • Locust Avenue is a two-lane, undivided, north-south roadway that extends from 12th Street to 6 th Street. It is located north of the project site. Pedestrian sidewalks are provided on both sides of Locust Avenue. On-street parking is permitted in select locations on both sides of the street. • The Promenade is a two-lane, undivided, north-south roadway that extends from 5 th Street to
3 rd Street. Along this segment, pedestrian sidewalks are provided on both sides of the street. In addition, on-street parking is permitted in select locations on both sides of the street. Between 3 rd Street and Ocean Boulevard, The Promenade is a pedestrian-only paseo.

EXISTING TRAFFIC VOLUMES
Counts Unlimited collected the weekday peak-hour intersection turn volumes for the study intersections in June and July 2022. Appendix B provides the existing count data. Figure 4 presents the existing a.m. and p.m. peak-hour volumes for the study area intersections.

EXISTING INTERSECTION LEVEL OF SERVICE ANALYSIS
Table A summarizes the results of the existing a.m. and p.m. peak-hour LOS analysis for the signalized study area intersections. Appendix C provides the existing LOS calculation worksheets. As this table indicates, all study area intersections operate at an acceptable LOS during the a.m. and p.m. peak hours.
z 63 / 26 z 21 / 45 z 14 / 22
z 8 / 10 1 856 / 501 1 17 / 51 1 79 / 96
y 3 p 1 33 / 23 y 3 s 19 / 37 3 p y 3 p s 1 / 10 y 3 p s 14 / 27 33 / 48 0 q 2 x q 2 21 / 26 r 2 x 3 / 12 r q 2 x 2 / 8 r q 2 x 7 / 9 { 485 / 1038 0 22 / 32 0 86 / 149 0
43 / 54 { 8 / 26 { 13 / 11 {
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St z 29 / 82 z 50 / 61
1 327 / 270 z 2 / 4 1 1504 / 872 z 20 / 10
y 3 s 34 / 88 3 p y 3 p 1 38 / 33 y 3 p s 57 / 155 y 3 p 1 30 / 32 q 2 19 / 42 r 2 x 25 / 26 0 q 2 13 / 47 r q 2 x 36 / 69 0 q 2 x 227 / 498 0 2 / 3 { 462 / 1403 0 8 / 10 {
25 / 41 { 31 / 96 {
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St z 0 / 31 z 8 / 28
1 1010 / 565 1 25 / 36 1 137 / 156 1 419 / 365
y 3 s 17 / 7 p s 5 / 17 y p s 0 / 3 s 16 / 13
q 2 34 / 15 r 21 / 39 0 q x 2 / 12 r q
521 / 1087 0 8 / 38 { 113 / 208 0
0 / 1 {
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St z 11 / 15 z 58 / 91 z 71 / 67
1 10 / 12 1 803 / 430 1 108 / 134
y 3 p s 1 / 3 y 3 s 92 / 75 3 p y 3 z 3 / 8 y 3 p s 29 / 19 13 / 20 r q 2 x q 2 87 / 121 r 2 x 22 / 67 { 2 x 25 / 40 r q 2 x 15 / 26 0 394 / 885 0 64 / 168 0
19 / 22 { 50 / 86 { 14 / 29 {
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St z 38 / 70 z 18 / 52
1 281 / 190 1 9 / 5 z 85 / 131
y 3 s 16 / 8 3 p y 3 p s 26 / 14 y p 1 1563 / 941
q 2 60 / 142 r 2 x 14 / 16 r q 2 x 80 / 175 r
145 / 462 0 7 / 4 0 453 / 1501 0
58 / 44 { 11 / 12 {
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 4
LEGEND
N XXX / YYY AM / PM Volume
Mosaic Project
Existing Peak-Hour Traffic Volumes
9 / 639 / 1108 / 1820 / 1938 / 818 / 1745 / 8718 / 32
6 / 813 / 154 / 2
60 / 9624 / 2120 / 1263 / 11324 / 34
21 / 2553 / 10353 / 9834 / 70
4 / 143 / 1024 / 16
28 / 38273 / 32763 / 128
7 / 227 / 31
24 / 8255 / 4008 / 3264 / 36317 / 412
108 / 89194 / 289199 / 20331 / 9027 / 27203 / 23534 / 19144 / 17159 / 111 46 / 28
138 / 280
6 / 6
9 / 48
191 / 371165 / 280
56 / 71
13 / 63
14 / 28
311 / 476
34 / 51
261 / 457
41 / 49
325 / 38188 / 11433 / 55346 / 423
8 / 175 / 28
12 / 22
201 / 361
1 / 9
28 / 10
277 / 519
11 / 35
117 / 99
17 / 27
331 / 579
19 / 39
34 / 10937 / 105
14 / 59
50 / 124
3 / 5
18 / 17
12 / 2 37 / 86
24 / 109
3 / 264 / 13
2 / 1
50 / 160
33 / 6619 / 67
9 / 967 / 1160 / 237 / 6512 / 4628 / 63
34 / 3234 / 78
6 / 19
50 / 109
4 / 6
28 / 94
1 / 8
42 / 9312 / 70
P:\LBL2201\Traffic\xls\Figures\Fig 4 - Existing Peak-Hour Volumes.xlsx (8/24/2022) Delay LOS
AM 13.3 B
1 Pine Avenue/8th Street Signal PM 15.7 B
AM 11.6 B
2 Pine Avenue/7th Street Signal PM 12.7 B
AM 10.7 B
3 Pine Avenue/6th Street Signal PM 12.1 B
AM 12.4 B
4 Pine Avenue/5th Street Signal PM 12.3 B
AM 15.0 B
5 Pine Avenue/4th Street Signal PM 10.5 B
AM 17.2 B
6 Pine Avenue/3rd Street Signal PM 18.8 B
AM 13.0 B
7 Pine Avenue/Broadway Signal PM 16.2 B
AM 8.0 A
8 Pine Avenue/1st Street Signal PM 8.7 A
AM 13.9 B
9 Pine Avenue/Ocean Boulevard Signal PM 13.1 B
AM 11.1 B
10 Locust Avenue/8th Street Signal PM 9.9 A
AM 17.9 B
11 Locust Avenue/7th Street Signal PM 15.6 B
AM 4.0 A
12 Locust Avenue/6th Street Signal PM 6.5 A
AM 7.1 A
13 The Promenade/5th Street AWSC PM 7.3 A
AM 7.8 A
14 The Promenade/4th Street AWSC PM 8.7 A
AM 7.2 A
15 The Promenade/3rd Street Signal PM 8.5 A
AM 6.6 A
16 Long Beach Boulevard/8th Street Signal PM 7.4 A
AM 19.8 B
17 Long Beach Boulevard/7th Street Signal PM 14.8 B
AM 16.3 B
18 Long Beach Boulevard/6th Street Signal PM 19.1 B
AM 9.6 A
19 Long Beach Boulevard/5th Street OWSC PM 10.4 B
AM 14.5 B
20 Long Beach Boulevard/4th Street Signal PM 20.0 B
AM 11.0 B
21 Long Beach Boulevard/3rd Street Signal PM 8.2 A
AM 14.7 B
22 Long Beach Boulevard/Broadway Signal PM 20.7 C
AM 7.9 A
23 Long Beach Boulevard/1st Street Signal PM 7.2 A
AM 9.0 A
24 Long Beach Boulevard/Ocean Boulevard Signal PM 7.8 A Delay is reported in seconds.

LOS = level of service
AWSC = all‐way stop control, OWSC = one‐way stop control Table A: Existing Intersection Level of Service Summary Intersection Control Peak Hour
Existing
P:\LBL2201\Traffic\xls\Intersection LOS.xlsx\E (8/26/2022) 11 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)
OPENING YEAR (2027) CONDITIONS

OPENING YEAR TRAFFIC VOLUMES
According to the project applicant, the proposed project is anticipated to be built and occupied by 2027. To develop an Opening Year (2027) condition, a 0.4 percent per year growth rate (2 percent total growth) was applied to the Existing (2022 traffic volumes), and then traffic volumes from other approved and pending (cumulative) developments within this time frame were added.

LSA contacted the City to identify cumulative projects in the project vicinity. Forty (40) cumulative projects were identified based on coordination with the City Planning Department. The cumulative project information is provided in Appendix D.

Table B shows the cumulative projects list. Table C shows the trip generation for the cumulative projects.

Figure 5 shows the locations of the cumulative projects. Figure 6 illustrates the cumulative projects trip assignment. Figure 7 shows the Opening Year (2027) a.m. and p.m. peak-hour traffic volumes.

OPENING YEAR INTERSECTION LEVEL OF SERVICE ANALYSIS
Table D summarizes the results of the Opening Year (2027) a.m. and p.m. peak-hour LOS analysis for the study area intersections. Appendix E provides the Opening Year (2027) LOS calculation worksheets. As this table indicates, all study area intersections are forecast to operate at an acceptable LOS during the a.m. and p.m. peak hours.
1 Queen Mary Island 1126 Queens Hwy
Half million square feet of new development,
including retail and restaurant
2 1-11 Golden Shore 1 Golden Shore 750 du apartments
11,000 sf commercial
3 Shoreline Gateway
Apartments
777 E Ocean Blvd 315 du condominiums
6,431 sf retail
4 35 Alboni Pl 35 Alboni Pl 60 du apartments
5 1st Street Hotel 123 W 1ST ST 280 room hotel
6 110 Pine Ave 110 Pine Ave 189 room hotel
6,000 sf commercial
7 The Pacific 225 W 3rd St
Modification to a previously approved site plan
review to allow additional units on the ground
floor of an existing 5-story residential structure
for a total of 171 du
8 525 E Broadway 525 E Broadway 48 du apartments
5,090 sf retail
9 500 Alamitos Ave 500 Alamitos Ave 36 du apartments
14 room hotel
10 854 E 7th St 854 E 7th St 59 du affordable apartments 11 The Regency Palms II 810 Pine Ave 78 du apartments
12 927 Long Beach Blvd 927 Long Beach Blvd 75 du apartments 13 1343 Long Beach Blvd 1343 Long Beach Blvd 24 du apartments 1,740 sf commercial
14 Long Beach + 14th 1400 Long Beach Blvd 65 du affordable apartments 2,300 sf commercial
15 Axiom 1401 Long Beach Blvd 160 du affordable apartments 16 201 W Pacific Coast Hwy 201 W Pacific Coast Hwy 159 du apartments 14,064 sf commercial
17 2400 Long Beach Blvd 2400 Long Beach Blvd 145 du affordable apartments 5,622 sf commercial
18 West Gateway/World Trade
Center
600 W Broadway 694 du apartments
3,200 sf retail
19 100 E Ocean Blvd 100 E Ocean Blvd
419 room hotel
12 apartment rooms, ballroom, meeting rooms,
pool deck and restaurants.
20 SilverSands 2010 E Ocean Blvd 40 room hotel
56 du condominiums
21 Aster 125 Long Beach Blvd 218 du apartments
7,292 sf commercial
22 135 Linden Ave 135 Linden Ave 82 du apartments
4,091 sf commercial
23 127-135 E Broadway 127-135 E Broadway 189 du apartments 10,000 sf commercial
24 Third + Pacific 131 W 3rd St 345 du apartments
18,580 sf commercial
25 300 Alamitos Ave 300 Alamitos Ave 105 du apartments
Project Name1Location2Description
Table B: Cumulative Projects List
P:\LBL2201\Traffic\xls\Cumulative Projects List.xls\2-7-14 (8/26/2022) Project Name1
Location2Description
Table B: Cumulative Projects List
26 Partake Collective 456 Elm Ave 9 commercial kitchens and 10 prep kitchens 27 5th & Pacific 507 Pacific Ave 158 du apartments
9,900 sf commercial
28 750 Long Beach Blvd 750 Long Beach Blvd 42 du apartments 29 1814 Pine Ave 1814 Pine Ave 26 du apartments
5,499 sf commercial
30 Ocean View Tower 200 W Ocean Blvd 106 du apartments
31 Ocean Center Building 110 W Ocean Blvd 80 du apartments 32 The Breakers Hotel 200 E Ocean Blvd 185 room hotel
33 The Magnolia 500 W Broadway 142 du apartments
4,110 sf commercial
34 Long Beach Civic Center 101 Pacific Ave/321 W Ocean Blvd 200 du condominiums
510,000 sf office
92,000 sf library

3.17 City park
580 du condominiums
200 room hotel
32,000 shopping center
8,000 sf restaurant
35 107 Long Beach Blvd 107 Long Beach Blvd 34 room hotel 36 Broadway Block 200 - 250 Long Beach Blvd 400 du apartments 32,807 sf restaurant
37 The Place 495 The Promenade N 20 du apartments
4,604 sf commercial
38 Pacific - Pine 635 Pine Ave 271 du apartments
1,605 sf commercial
39 Locust Long Beach
Apartments
1112 Locust Ave
97 du apartments
12,000 sf commercial
40 1101 - 1105 Long Beach Blvd 1101 - 1105 Long Beach Blvd 120 du apartments 6,000 sf commercial
1 Cumulative projects referenced from the Long Beach PubliCity mapping tool. 2 Cumulative project locations are shown on Figure 5.

P:\LBL2201\Traffic\xls\Cumulative Projects List.xls\2-7-14 (8/26/2022) In Out Total In Out Total
1 Queen Mary Island 1126 Queens Hwy 1,979 52 34 86 120 120 240 2 1-11 Golden Shore 1 Golden Shore 8,761 302 429 731 405 367 772 3 Shoreline Gateway Apartments 777 E Ocean Blvd 3,080 37 111 148 157 121 278 4 35 Alboni Pl 35 Alboni Pl 285 11 8 19 7 10 17
5 1st Street Hotel 123 W 1ST ST 2,237 73 56 129 84 81 165 6 110 Pine Ave 110 Pine Ave 1,837 58 43 101 77 75 152
7 The Pacific 225 W 3rd St 52 1 3 4 4 3 7
8 525 E Broadway 525 E Broadway 505 16 11 27 23 25 48
9 500 Alamitos Ave 500 Alamitos Ave 355 8 12 20 16 10 26 10 854 E 7th St 854 E 7th St 284 6 15 21 16 11 27
11 The Regency Palms II 810 Pine Ave 203 9 5 14 7 12 19 12 927 Long Beach Blvd 927 Long Beach Blvd 356 14 10 24 9 13 22 13 1343 Long Beach Blvd 1343 Long Beach Blvd 208 5 8 13 15 11 26 14 Long Beach + 14th 1400 Long Beach Blvd 438 10 18 28 26 19 45 15 Axiom 1401 Long Beach Blvd 855 14 38 52 42 29 71
16 201 W Pacific Coast Hwy 201 W Pacific Coast Hwy 2,554 40 51 91 99 86 185 17 2400 Long Beach Blvd 2400 Long Beach Blvd 776 18 24 42 39 34 73 18 West Gateway/World Trade Center 600 W Broadway 3,924 148 234 382 189 126 315 19 100 E Ocean Blvd 100 E Ocean Blvd 4,906 184 136 320 203 169 372 20 SilverSands 2010 E Ocean Blvd 697 16 24 40 30 23 53
21 Aster 125 Long Beach Blvd 1,433 49 38 87 50 61 111
22 135 Linden Ave 135 Linden Ave 613 21 15 36 24 27 51
23 127-135 E Broadway 127 - 135 E Broadway 1,443 48 36 84 56 65 121 24 Third + Pacific 131 W 3rd St 2,574 119 137 256 115 91 206 25 300 Alamitos Ave 300 Alamitos Ave 477 9 30 39 25 16 41 26 Partake Collective 456 Elm Ave 1,368 36 23 59 83 83 166 27 5th & Pacific 507 Pacific Ave 1,290 42 32 74 52 59 111 28 750 Long Beach Blvd 750 Long Beach Blvd 200 8 5 13 5 7 12 29 1814 Pine Ave 1814 Pine Ave 422 11 12 23 28 24 52
30 Ocean View Tower 200 W Ocean Blvd 420 8 16 24 16 12 28 31 Ocean Center Building 110 W Ocean Blvd 317 6 12 18 12 9 21 32 The Breakers Hotel 200 E Ocean Blvd 1,478 48 37 85 56 53 109 33 The Magnolia 500 W Broadway 899 32 23 55 31 37 68
34 Long Beach Civic Center 101 Pacific Ave/321 W Ocean Blvd 10,923 377 294 671 247 305 552 35 107 Long Beach Blvd 107 Long Beach Blvd 272 9 7 16 10 10 20 36 Broadway Block 200 - 250 Long Beach Blvd 3,195 54 85 139 127 74 201 37 The Place 495 The Promenade N 345 9 10 19 22 20 42
38 Pacific - Pine 635 Pine Ave 1,358 51 39 90 37 51 88
39 Locust Long Beach Apartments 1112 Locust Ave 1,114 34 25 59 52 55 107 40 1101 - 1105 Long Beach Blvd 1101 - 1105 Long Beach Blvd 897 31 21 52 34 41 75 65,330 2,024 2,167 4,191 2,650 2,445 5,095
Trip generation referenced from the Institute of Transportation Engineers (ITE) Trip Generation Manual , 11th Edition (2021) or approved traffic studies.

ADT = average daily trips
Total
AM Peak Hour PM Peak Hour
ADT
Table C: Cumulative Projects Trip Generation Summary
Project Name Location
P:\LBL2201\Traffic\xls\Cumulative Projects Trip Generation Summary.xlsx\Sheet1 (8/28/2022) !(
!(!( !(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
!(
!( !( !(
!( !(
!(
!(
!(
!(
!( !( !(
!(
!(
!(
!(
!(
!(
!( !(
Ã1
1 2
3 4
5 6
7 8
9 10
11 12
13 14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39 40
§¨¦710
SOURCE: Google (2021)
LEGEND
!(
I:\LBL2201\G\CumulaƟve_Projects.ai (8/24/2022)
FIGURE 5
Mosaic Project
LocaƟons of CumulaƟve Projects
0 1200 2400
FEET
Project LocaƟon
CumulaƟve Project LocaƟon
 4 / 6
 2 / 5  42 / 44
 3 / 7  49 / 65   2 / 4  2 / 4
  19 / 20  2 / 5  49 / 36   
12 / 22  5 / 6 52 / 51 
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St  3 / 6  22 / 23 282 / 283  246 / 305
 36 / 46     80 / 88
 8 / 13   45 / 33    9 / 7 
176 / 322  312 / 428 
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St  3 / 6
 14 / 19  2 / 4  37 / 36  282 / 254
12 / 22  2 / 5  3 / 7 
43 / 29 
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St  15 / 30 49 / 65  8 / 10
   30 / 29     15 / 28
  11 / 22   4 / 5   
43 / 32 
6 / 7 
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St  24 / 28 287 / 290  1 / 1  22 / 27
 4 / 4    5 / 8  273 / 302
 18 / 33    79 / 105 
178 / 379  221 / 324 
46 / 58 
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 6
LEGEND
N XXX / YYY AM / PM Volume
Mosaic Project
Cumulative Projects Peak‐Hour Traffic Volumes
49 / 54
15 / 14
34 / 40
34 / 40
86 / 91
48 / 46
38 / 45
9 / 12
36 / 43
38 / 49
34 / 40
31 / 30
106 / 141
3 / 6
5 / 10
4 / 3
132 / 179
5 / 9
131 / 179
14 / 18
128 / 174
110 / 136
21 / 42
114 / 157
26 / 48
100 / 142
19 / 23
6 / 7
95 / 127
3 / 6
122 / 178
115 / 159
20 / 27
15 / 28
121 / 160
119 / 156
154 / 190
7 / 18
2 / 4
152 / 186
2 / 4
9 / 14
130 / 186
121 / 160
117 / 155
6 / 5 24 / 33
16 / 20
57 / 70
45 / 49
2 / 5
21 / 28
4 / 6
68 / 74
90 / 114
4 / 6
23 / 33
13 / 29
17 / 23
24 / 39
20 / 15
24 / 39
25 / 34
25 / 34
P:\LBL2201\Traffic\xls\Figures\Fig 6 ‐ Cumulative Projects Peak‐Hour Volumes.xlsx (8/24/2022) z 64 / 27 z 21 / 46 z 18 / 28
z 10 / 15 1 922 / 576 1 19 / 56 1 123 / 142
y 3 p 1 37 / 30 y 3 s 19 / 38 3 p y 3 p s 1 / 10 y 3 p s 16 / 32 34 / 49 0 q 2 x q 2 40 / 47 r 2 x 3 / 12 r q 2 x 2 / 8 r q 2 x 7 / 9 { 507 / 1081 0 24 / 38 0 137 / 188 0
96 / 106 { 8 / 27 { 18 / 17 {
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St z 33 / 90 z 73 / 85
1 616 / 558 z 2 / 4 1 1780 / 1194 z 20 / 10
y 3 s 71 / 136 3 p y 3 p 1 39 / 34 y 3 p s 138 / 246 y 3 p 1 31 / 33 q 2 27 / 56 r 2 x 26 / 27 0 q 2 58 / 81 r q 2 x 46 / 77 0 q 2 x 408 / 830 0 2 / 3 { 783 / 1859 0 8 / 10 {
26 / 42 { 32 / 98 {
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St z 0 / 32 z 11 / 35
1 1044 / 595 1 26 / 37 1 177 / 195 1 709 / 626
y 3 s 17 / 7 p s 7 / 21 y p s 0 / 3 s 16 / 13
q 2 35 / 15 r 21 / 40 0 q x 5 / 19 r q
543 / 1131 0 10 / 44 { 158 / 241 0
0 / 1 {
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St z 11 / 15 z 74 / 123 z 72 / 68
1 10 / 12 1 868 / 504 1 118 / 147
y 3 p s 1 / 3 y 3 s 124 / 106 3 p y 3 z 3 / 8 y 3 p s 45 / 47 13 / 20 r q 2 x q 2 89 / 123 r 2 x 22 / 68 { 2 x 30 / 46 r q 2 x 15 / 27 0 413 / 925 0 108 / 203 0
19 / 22 { 51 / 88 { 20 / 37 {
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St z 63 / 99 z 19 / 54
1 574 / 484 1 9 / 5 z 109 / 161
y 3 s 20 / 12 3 p y 3 p s 32 / 22 y p 1 1867 / 1262
q 2 79 / 178 r 2 x 14 / 16 r q 2 x 161 / 284 r
326 / 850 0 7 / 4 0 683 / 1855 0
105 / 103 { 11 / 12 {
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 7
LEGEND
N XXX / YYY AM / PM Volume
Mosaic Project
Opening Year Peak-Hour Traffic Volumes
9 / 689 / 1668 / 1835 / 3373 / 12356 / 6384 / 13418 / 33 6 / 813 / 154 / 2
95 / 13824 / 2120 / 12150 / 20624 / 35
30 / 3890 / 14892 / 14969 / 111
4 / 143 / 1024 / 16
60 / 69384 / 47564 / 131
10 / 2812 / 42
28 / 11392 / 58713 / 4265 / 37454 / 599
124 / 109326 / 469313 / 34353 / 13428 / 28321 / 39761 / 67247 / 31679 / 136 53 / 36
236 / 413
6 / 6
12 / 55
317 / 556283 / 445
77 / 99
28 / 92
14 / 29
438 / 646
35 / 52
385 / 622
42 / 50
486 / 57997 / 13436 / 60505 / 617
5 / 29
10 / 21
21 / 36
322 / 523
1 / 9
29 / 10
413 / 715
11 / 36
119 / 101
23 / 33
459 / 751
19 / 40
59 / 14454 / 12771 / 13096 / 175
3 / 5
18 / 17
12 / 2 40 / 93
45 / 139
3 / 278 / 19
2 / 1
119 / 237124 / 181
23 / 74
9 / 991 / 1510 / 251 / 9512 / 4746 / 87
59 / 119
55 / 48
6 / 19
75 / 150
4 / 6
54 / 130
1 / 8
12 / 71
68 / 129
P:\LBL2201\Traffic\xls\Figures\Fig 7 - Opening Year Peak-Hour Volumes.xlsx (8/24/2022) Delay LOS
AM 14.6 B
1 Pine Avenue/8th Street Signal PM 16.8 B
AM 12.4 B
2 Pine Avenue/7th Street Signal PM 14.0 B
AM 12.3 B
3 Pine Avenue/6th Street Signal PM 12.9 B
AM 14.7 B
4 Pine Avenue/5th Street Signal PM 15.3 B
AM 14.2 B
5 Pine Avenue/4th Street Signal PM 11.3 B
AM 19.4 B
6 Pine Avenue/3rd Street Signal PM 20.6 C
AM 14.2 B
7 Pine Avenue/Broadway Signal PM 19.2 B
AM 8.3 A
8 Pine Avenue/1st Street Signal PM 9.4 A
AM 19.7 B
9 Pine Avenue/Ocean Boulevard Signal PM 24.7 C
AM 10.8 B
10 Locust Avenue/8th Street Signal PM 9.7 A
AM 18.2 B
11 Locust Avenue/7th Street Signal PM 15.7 B
AM 4.1 A
12 Locust Avenue/6th Street Signal PM 6.7 A
AM 7.1 A
13 The Promenade/5th Street AWSC PM 7.3 A
AM 8.3 A
14 The Promenade/4th Street AWSC PM 9.4 A
AM 8.8 A
15 The Promenade/3rd Street Signal PM 9.5 A
AM 6.3 A
16 Long Beach Boulevard/8th Street Signal PM 7.4 A
AM 18.5 B
17 Long Beach Boulevard/7th Street Signal PM 14.3 B
AM 13.9 B
18 Long Beach Boulevard/6th Street Signal PM 19.7 B
AM 10.3 B
19 Long Beach Boulevard/5th Street OWSC PM 11.5 B
AM 12.6 B
20 Long Beach Boulevard/4th Street Signal PM 17.3 B
AM 13.5 B
21 Long Beach Boulevard/3rd Street Signal PM 11.2 B
AM 17.0 B
22 Long Beach Boulevard/Broadway Signal PM 23.2 C
AM 7.7 A
23 Long Beach Boulevard/1st Street Signal PM 7.7 A
AM 12.8 B
24 Long Beach Boulevard/Ocean Boulevard Signal PM 12.2 B Delay is reported in seconds.

LOS = level of service
AWSC = all‐way stop control, OWSC = one‐way stop control Table D: Opening Year Intersection Level of Service Summary Intersection Control Peak Hour
Opening Year
P:\LBL2201\Traffic\xls\Intersection LOS.xlsx\OY (8/26/2022) 19 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

PROJECT CONDITIONS

PROJECT TRIP GENERATION
LSA examined the trip generation of the proposed project by applying the trip generation rates for Land Use Code 221 (Multifamily Housing – Mid-Rise) and Land Use Code 822 (Strip Retail Plaza) from the Institute of Transportation Engineers (ITE) 2021 Trip Generation Manual, 11th Edition. Table E summarizes the project trip generation using the ITE trip rates.

As Table E indicates, the proposed project could generate 6,366 daily trips, including 379 trips (217 inbound and 162 outbound) in the a.m. peak hour and 514 trips (235 inbound and 279 outbound) in the p.m. peak hour.

Due to the characteristics of mixed-use developments, internal trip capture reductions were applied to the proposed project. Internal trip capture was estimated using the National Cooperative Highway Research Program (NCHRP) 684 Trip Capture Estimation Tool. The internal capture percentages for each land use type of a mixed-use development are calculated after the vehicle trip generation is input into the NCHRP 684 Trip Capture Estimation Tool. The NCHRP 684 Trip Capture Estimation Tool outputs are provided with the approved scope of work (Appendix A).

After accounting for the internal trip capture, the project trip generation would be 5,645 daily trips, including 371 trips (213 inbound and 158 outbound) in the a.m. peak hour and 423 trips (189 inbound and 234 outbound) in the p.m. peak hour.

Additionally, Table E illustrates the existing site trip generation. The site includes 197,513 sf of retail use, but the site is currently occupied by 39,224 sf of retail use. Using trip rates from the ITE Trip Generation Manual for Land Use Code 822 (Strip Retail Plaza), the existing site currently generates 2,136 daily trips, including 93 trips (56 inbound and 37 outbound) in the a.m. peak hour and 258 trips (129 inbound and 129 outbound) in the p.m. peak hour.

After taking credit for the existing site trip generation, the proposed project is anticipated to generate 3,509 net new daily trips, including 278 trips (157 inbound and 121 outbound) in the a.m. peak hour and 165 trips (60 inbound and 105 outbound) in the p.m. peak hour.

PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
Trip distribution for the proposed project was based on the location of other land uses and transportation facilities using the Southern California Association of Governments (SCAG) regional travel demand model. Project traffic volumes for vehicles both entering and exiting the project site were distributed and assigned to the adjacent street system accordingly. Appendix F provides the SCAG select zone distribution for the residential and retail components of the project.

In Out Total In Out Total
Multifamily Mid-Rise du 4.75 0.18 0.14 0.32 0.12 0.17 0.29 Strip Retail Plaza tsf 54.45 1.42 0.94 2.36 3.30 3.29 6.59 Multifamily Mid-Rise 900 du 4,275 162 126 288 108 153 261 Strip Retail Plaza 38.405 tsf 2,091 55 36 91 127 126 253 Total 6,366 217 162 379 235 279 514
Internal Trip Capture (Multifamily Mid-Rise)2
(470) (3) (1) (4) (33) (12) (45)
Internal Trip Capture (Strip Retail Plaza)2
(251) (1) (3) (4) (13) (33) (46)
Total 5,645 213 158 371 189 234 423
Strip Retail Plaza3

39.224 tsf 2,136 56 37 93 129 129 258
Net Trips (Project - Existing) 3,509 157 121 278 60 105 165 1 Trip rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition (2021).

Land Use Code 221 - Multifamily Housing (Mid-Rise) - Between 4 and 10 Levels - Close to Rail Transit Land Use Code 822 - Strip Retail Plaza (<40k) - less than 40,000 square feet of gross leasable area 2 Internal Capture based on the NCHRP 684 Internal Trip Capture Estimation Tool, developed by the Texas A&M Transportation Institute (Version 2013.1)
Multifamily Housing (Mid-Rise) Internal Trip Capture with Strip Retail Plaza: 11% ADT, 2% AM In, 1% AM Out, 31% PM In, and 8% PM Out
Strip Retail Plaza Internal Trip Capture with Multifamily Housing (Mid-Rise): 12% ADT, 2% AM In, 8% AM Out, 10% PM In, and 26% PM Out
3 The existing site includes 197.513 tsf, but only 39.224 tsf is currently occupied. du = dwelling unit
tsf = thousand square feet
Trip Rates1
Project Trip Generation
Existing Trip Generation
Table E: Project Trip Generation
Land Use Size Unit ADT
AM Peak Hour PM Peak Hour
P:\LBL2201\Traffic\xls\trip gen.xlsx\Scoping (7/21/2022) 21 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)
Figures 8, 9, and 10 show the project trip distribution and assignment for the proposed residential use, proposed retail use, and the existing retail uses to be removed, respectively. As illustrated on these figures, approximately 10 percent of the trips would be north, 40 percent would be east/southeast, and 50 percent would be west/southwest. Figure 11 depicts the net project trip assignment. The project traffic volumes were assigned to the adjacent street system based on the trip distribution percentages and total trip generation, as well as the RIRO access at the project driveways and the one-way travel of some study area roadways in the project vicinity (e.g., 7th Street [westbound], 6th Street [eastbound], 3rd Street [westbound], and Broadway [eastbound]).

It should be noted that based on the proposed layout of the parking on site, approximately 30 percent of the residential trips were assigned to the project driveway along 6th Street, 40 percent of the residential trips were assigned to the northern project driveway on Long Beach Boulevard, and 30 percent of the residential trips were assigned to the southern project driveway on Long Beach Boulevard.
3 3 p z 30 / 34 1 2 / 3
2 q 2 60 / 29 0 2 3 / 1 0
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St 1 34 / 39 1 3 / 0
13 / 6 0 3 / 0 0
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St z 40 / 18
1 30 / 34 1 2 / 3 1 34 / 39
68 / 33 0 x 3 / 1 r
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St 3 3 s 38 / 19 3 y 3 y 3 p 1 11 / 6
2 2 7 / 8 r 43 / 19 { q
30 / 35 0
21 / 10 {
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St y 3 z 5 / 2 3 p 3 y p z 8 / 4
2 13 / 6 r 2 2 3 / 0 r
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 8
LEGEND
N XXX / YYY AM / PM Volume
XXX% / YYY% AM / PM Percentage
Residential Trip Distribution Percentage Mosaic Project Project Trip Distribution and Assignment - Proposed Residential 8 / 48 / 48 / 4
10 / 410 / 42 / 347 / 509 / 11
34 / 3913 / 119 / 74 / 49 / 73 / 06 / 7
11 / 411 / 4
24 / 10
48 / 2330 / 3455 / 60
43 / 19
29 / 12
7 / 87 / 8
6 / 7
24 / 27
6 / 7
30 / 34
6%/6%
19%/19% 24%/25%
38%/38% 24%/25%
7%/8% 2%/2%
3%/3% 27%/27%
3%/3% 8%/8% 5%/5%
P:\LBL2201\Traffic\xls\Figures\Fig 8 - Project Trip Distribution & Assignment - Residential.xlsx (8/26/2022) 1 2 / 5
z 13 / 38 s 2 / 5
q 21 / 47 0 2 4 / 6 0 x
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St y
2 3 / 6 r
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St 1 19 / 41 1 7 / 15
12 / 33 0 4 / 12 0
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St 3 3 s 14 / 30 3 y 1 5 / 10
2 2 3 / 9 r 3 / 8 0 q
9 / 24 0 1 / 4 {
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St 3 z 1 / 3 3 p 3 p z 1 / 2
2 2 2
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 9
LEGEND
N XXX / YYY AM / PM Volume
XXX% / YYY% AM / PM Percentage
Retail Trip Distribution Percentage Mosaic Project
Project Trip Distribution and Assignment - Proposed Retail 2 / 5 5 / 11
5 / 11
1 / 41 / 20 / 21 / 21 / 2
1 / 21 / 21 / 2
19 / 4119 / 41
3 / 93 / 92 / 5
3 / 6
3 / 6
13 / 3813 / 38
10%/10%
26%/26% 39%/41%
39%/41% 26%/26%
8%/9%
2%/2%
2%/2%
7%/5%
6%/5%
6%/5%
P:\LBL2201\Traffic\xls\Figures\Fig 9 - Project Trip Distribution & Assignment - Retail.xlsx (8/24/2022) 1 -2 / -6
z -14 / -53 s -2 / -6
q -22 / -53 0 2 -4 / -6 0 x
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St y
2 -3 / -6 r
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St 1 -20 / -47 1 -7 / -17
-14 / -47 0 -4 / -17 0
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St 3 3 s -14 / -34 3 y 1 -5 / -12
2 2 -4 / -13 r -3 / -12 0 q
-10 / -34 0 -1 / -5 {
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St 3 z -1 / -3 3 p 3 p z -1 / -2
2 2 2
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 10
LEGEND
N XXX / YYY AM / PM Volume
XXX% / YYY% AM / PM Percentage
Retail Trip Distribution Percentage Mosaic Project
Project Trip Distribution and Assignment - Existing Retail -14 / -53-14 / -53
-3 / -6
-3 / -6
-2 / -5
-4 / -13-4 / -13
-20 / -47-20 / -47
-1 / -2-1 / -2
-1 / -2-1 / -2
-1 / -2
-1 / -5-1 / -20 / -3
-6 / -13-6 / -13
-2 / -6
10%/10%
26%/26% 39%/41%
39%/41% 26%/26%
8%/9%
2%/2%
2%/2%
7%/5%
6%/5%
6%/5%
P:\LBL2201\Traffic\xls\Figures\Fig 10 - Project Trip Distribution & Assignment - Existing Retail.xlsx (8/24/2022) 1 2 / 2
3 3 p z 29 / 19 s 0 / -1
2 q 2 59 / 23 0 2 3 / 1 0
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St y 1 34 / 39 1 3 / 0
13 / 6 0 3 / 0 0
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St z 40 / 18
1 29 / 28 1 2 / 1 1 34 / 39
66 / 19 0 x 3 / 1 r
0 / -5 0
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St 3 3 s 38 / 15 3 y 3 y 3 p 1 11 / 4
2 2 6 / 4 r 43 / 19 { 0 / -4 0 q
29 / 25 0 0 / -1 {
21 / 10 {
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St y 3 z 5 / 2 3 p 3 y p z 8 / 4
2 13 / 6 r 2 2 3 / 0 r
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 11
LEGEND
N XXX / YYY AM / PM Volume
Mosaic Project
Net Project Trip Assignment (Proposed Residential + Proposed Retail - Existing Retail) 8 / 48 / 48 / 4
0 / -1 9 / 2
9 / 22 / 347 / 509 / 11
34 / 3913 / 109 / 74 / 39 / 73 / 06 / 7
11 / 411 / 4
24 / 10
47 / 1729 / 2855 / 60
43 / 19
29 / 12
6 / 46 / 4
6 / 7
23 / 12
6 / 7
29 / 19
P:\LBL2201\Traffic\xls\Figures\Fig 11 - Net Project Trip Assignment.xlsx (8/26/2022) 26 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

EXISTING PLUS PROJECT CONDITIONS

EXISTING PLUS PROJECT TRAFFIC VOLUMES
To determine Existing Plus Project conditions, traffic generated by the proposed project was added to existing traffic volumes at the study area intersections. Figure 12 shows the resulting Existing Plus Project a.m. and p.m. peak-hour traffic volumes at the study area intersections.

EXISTING PLUS PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS Table F summarizes the results of the Existing Plus Project a.m. and p.m. peak-hour LOS analysis for the study area intersections. Appendix G provides the Existing Plus Project LOS calculation worksheets. As this table indicates, the study area intersections are forecast to operate at an acceptable LOS during the a.m. and p.m. peak hours.

Table G summarizes the 95th percentile queuing analysis at the study area intersections where the project would add trips to the turn lanes. Appendix H provides the Existing Plus Project queuing worksheets. As this table indicates, the vehicle queue currently exceeds the storage length at the southbound left-turn lane at Long Beach Boulevard/4th Street during the p.m. peak hour. However, the project would only contribute less than one vehicle length (25 feet [ft]) to the queue length.

Therefore, the proposed project would not adversely affect the study area intersections under Existing Plus Project conditions.
z 63 / 26 z 50 / 64 z 14 / 22
z 8 / 10 1 856 / 501 1 17 / 51 1 81 / 98
y 3 p 1 33 / 23 y 3 s 19 / 37 3 p y 3 p s 1 / 10 y 3 p s 14 / 26 33 / 48 0 q 2 x q 2 21 / 26 r 2 x 3 / 12 r q 2 x 2 / 8 r q 2 x 7 / 9 { 544 / 1061 0 22 / 32 0 89 / 150 0
43 / 54 { 8 / 26 { 13 / 11 {
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St z 29 / 82 z 50 / 61
1 361 / 309 z 2 / 4 1 1507 / 872 z 20 / 10
y 3 s 34 / 88 3 p y 3 p 1 38 / 33 y 3 p s 57 / 155 y 3 p 1 30 / 32 q 2 19 / 42 r 2 x 25 / 26 0 q 2 13 / 47 r q 2 x 36 / 69 0 q 2 x 240 / 504 0 2 / 3 { 465 / 1403 0 8 / 10 {
25 / 41 { 31 / 96 {
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St z 0 / 31 z 48 / 46
1 1010 / 565 1 54 / 64 1 139 / 157 1 453 / 404
y 3 s 17 / 7 p s 5 / 17 y p s 0 / 3 s 16 / 13
q 2 34 / 15 r 21 / 39 0 q x 5 / 13 r q
587 / 1106 0 8 / 38 { 113 / 203 0
0 / 1 {
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St z 11 / 15 z 58 / 91 z 71 / 67
1 10 / 12 1 803 / 430 1 119 / 138
y 3 p s 1 / 3 y 3 s 130 / 90 3 p y 3 z 3 / 8 y 3 p s 29 / 19 13 / 20 r q 2 x q 2 93 / 125 r 2 x 65 / 86 { 2 x 25 / 40 r q 2 x 15 / 26 0 423 / 910 0 64 / 164 0
19 / 22 { 71 / 96 { 14 / 28 {
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St z 43 / 72 z 18 / 52
1 281 / 190 1 9 / 5 z 93 / 135
y 3 s 16 / 8 3 p y 3 p s 26 / 14 y p 1 1563 / 941
q 2 73 / 148 r 2 x 14 / 16 r q 2 x 83 / 175 r
145 / 462 0 7 / 4 0 453 / 1501 0
58 / 44 { 11 / 12 {
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 12
LEGEND
N XXX / YYY AM / PM Volume
Mosaic Project
Existing Plus Project Peak-Hour Traffic Volumes
9 / 647 / 1148 / 1820 / 1946 / 858 / 1745 / 8718 / 32
6 / 813 / 154 / 2
60 / 9632 / 2520 / 1263 / 11324 / 34
21 / 2453 / 10353 / 9834 / 70
4 / 143 / 1024 / 16
30 / 41320 / 37772 / 139
7 / 227 / 31
24 / 8264 / 4028 / 3264 / 36326 / 414
142 / 128207 / 299208 / 21035 / 9327 / 27212 / 24234 / 19147 / 17165 / 118 46 / 28
149 / 284
6 / 6
9 / 48
215 / 381176 / 284
56 / 71
13 / 63
14 / 28
311 / 476
34 / 51
261 / 457
41 / 49
372 / 39888 / 11462 / 83401 / 483
48 / 47
8 / 17
41 / 34
201 / 361
1 / 9
28 / 10
283 / 523
11 / 35
117 / 99
17 / 27
337 / 583
19 / 39
34 / 10937 / 105
14 / 59
50 / 124
3 / 5
18 / 17
12 / 2 37 / 86
24 / 109
3 / 264 / 13
2 / 1
50 / 160
33 / 6619 / 67
9 / 967 / 1160 / 237 / 6512 / 4628 / 63
57 / 4440 / 85
6 / 19
56 / 116
4 / 6
28 / 94
1 / 8
12 / 70
71 / 112
P:\LBL2201\Traffic\xls\Figures\Fig 12 - Existing Plus Project Peak-Hour Traffic Volumes.xlsx (8/26/2022) Delay LOS Delay LOS ∆ Delay Yes/No
AM 13.3 B 13.6 B 0.3 No
1 Pine Avenue/8th Street Signal PM 15.7 B 15.9 B 0.2 No AM 11.6 B 11.9 B 0.3 No
2 Pine Avenue/7th Street Signal PM 12.7 B 13.0 B 0.3 No AM 10.7 B 11.1 B 0.4 No
3 Pine Avenue/6th Street Signal PM 12.1 B 12.2 B 0.1 No AM 12.4 B 11.7 B ‐0.7 No
4 Pine Avenue/5th Street Signal PM 12.3 B 12.2 B ‐0.1 No AM 15.0 B 14.7 B ‐0.3 No
5 Pine Avenue/4th Street Signal PM 10.5 B 10.6 B 0.1 No AM 17.2 B 17.4 B 0.2 No
6 Pine Avenue/3rd Street Signal PM 18.8 B 18.9 B 0.1 No AM 13.0 B 13.2 B 0.2 No
7 Pine Avenue/Broadway Signal PM 16.2 B 16.2 B 0.0 No
AM 8.0 A 8.0 A 0.0 No
8 Pine Avenue/1st Street Signal PM 8.7 A 8.7 A 0.0 No
AM 13.9 B 13.9 B 0.0 No
9 Pine Avenue/Ocean Boulevard Signal PM 13.1 B 13.1 B 0.0 No AM 11.1 B 11.1 B 0.0 No
10 Locust Avenue/8th Street Signal PM 9.9 A 9.9 A 0.0 No AM 17.9 B 17.9 B 0.0 No
11 Locust Avenue/7th Street Signal PM 15.6 B 15.6 B 0.0 No AM 4.0 A 4.3 A 0.3 No
12 Locust Avenue/6th Street Signal PM 6.5 A 6.6 A 0.1 No AM 7.1 A 7.1 A 0.0 No
13 The Promenade/5th Street AWSC PM 7.3 A 7.4 A 0.1 No
AM 7.8 A 7.9 A 0.1 No
14 The Promenade/4th Street AWSC PM 8.7 A 8.8 A 0.1 No
AM 7.2 A 7.4 A 0.2 No
15 The Promenade/3rd Street Signal PM 8.5 A 8.6 A 0.1 No AM 6.6 A 6.6 A 0.0 No
16 Long Beach Boulevard/8th Street Signal PM 7.4 A 7.4 A 0.0 No AM 19.8 B 19.7 B ‐0.1 No
17 Long Beach Boulevard/7th Street Signal PM 14.8 B 14.9 B 0.1 No AM 16.3 B 16.4 B 0.1 No
18 Long Beach Boulevard/6th Street Signal PM 19.1 B 19.1 B 0.0 No AM 9.6 A 10.3 B 0.7 No
19 Long Beach Boulevard/5th Street OWSC PM 10.4 B 11.1 B 0.7 No AM 14.5 B 15.3 B 0.8 No
20 Long Beach Boulevard/4th Street Signal PM 20.0 B 22.3 C 2.3 No AM 11.0 B 10.3 B ‐0.7 No
21 Long Beach Boulevard/3rd Street Signal PM 8.2 A 7.9 A ‐0.3 No AM 14.7 B 14.8 B 0.1 No
22 Long Beach Boulevard/Broadway Signal PM 20.7 C 20.7 C 0.0 No AM 7.9 A 7.8 A ‐0.1 No
23 Long Beach Boulevard/1st Street Signal PM 7.2 A 7.1 A ‐0.1 No AM 9.0 A 9.3 A 0.3 No
24 Long Beach Boulevard/Ocean Boulevard Signal PM 7.8 A 7.9 A 0.1 No Delay is reported in seconds.

LOS = level of service
AWSC = all‐way stop control, OWSC = one‐way stop control Intersection Control
Peak
Hour
Table F: Existing Plus Project Intersection Level of Service Summary Existing
Existing
Plus Project Project Impact?
P:\LBL2201\Traffic\xls\Intersection LOS.xlsx\E+P (8/26/2022) Turn Lane Volume Queue1 Volume Queue1 Volume Queue1 Volume Queue1 2 Pine Avenue/7th Street NBL 80 34 40 32 37 57 58 44 50 3 Pine Avenue/6th Street SBL 80 24 27 21 23 32 35 25 25 NBL 180 117 164 99 102 117 161 99 101
WBL 75 92 51 75 60 130 68 90 69
EBL 80 87 63 121 45 93 61 125 47
EBR 100 50 9 86 14 71 10 96 16
NBL 145 12 25 22 37 41 52 34 49
SBL 100 63 73 128 126 72 82 139 133
SBR 135 108 ‐ 89 ‐ 142 ‐ 128 ‐
WBR 60 38 8 7028431172 29
Dual SBL 100 31 23 90 36 35 25 93 36
EBL 70 60 26 142 54 73 29 148 56
SBL 130 59 56 111 84 65 60 118 86
EBL 175 80 36 175 54 83 38 175 54
WBR 110 85 16 131 19 93 17 135 20
1 Queue is reported in feet. One vehicle is approximately 25 feet.

The queue length is reported for the lane with the highest queue in the lane group.

Table G: Existing Plus Project Intersection Queuing Summary Existing Plus Project
AM Peak Hour PM Peak Hour Study
Area No. Intersection
AM Peak Hour PM Peak Hour
Existing
24 Long Beach Boulevard/Ocean Boulevard
Storage Length
(per Lane)
20 Long Beach Boulevard/4th Street21 Long Beach Boulevard/3rd Street22 Long Beach Boulevard/Broadway17 Long Beach Boulevard/7th Street18 Long Beach Boulevard/6th Street P:\LBL2201\Traffic\xls\Intersection Queue.xlsx\Existing (8/26/2022) 30 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)
OPENING YEAR (2027) PLUS PROJECT CONDITIONS

OPENING YEAR PLUS PROJECT TRAFFIC VOLUMES
To determine Opening Year plus project conditions, a 0.4 percent per year growth rate (2 percent total growth) was applied to the existing traffic volumes and traffic generated by 40 cumulative projects and the proposed project were added to the study area intersections. Figure 13 shows the Opening Year plus project a.m. and p.m. peak-hour traffic volumes at the study area intersections.

OPENING YEAR PLUS PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS Table H summarizes the results of the Opening Year (2027) Plus Project a.m. and p.m. peak-hour LOS analysis for the study area intersections. Appendix I provides the Opening Year (2027) Plus Project LOS calculation worksheets. As this table indicates, the study area intersections are forecast to operate at an acceptable LOS during the a.m. and p.m. peak hours.

Table I summarizes the 95th percentile queuing analysis at the study area intersections where the project would add trips to the turn lanes. Appendix J provides the Opening Year (2027) and Opening Year (2027) Plus Project queuing worksheets. As this table indicates, the vehicle queue currently exceeds the storage length at the southbound left-turn lane at Long Beach Boulevard/4th Street during the p.m. peak hour. However, the project would only contribute less than one vehicle length (25 ft) to the queue length. Therefore, the proposed project would not adversely affect the study area intersections under Opening Year (2027) Plus Project conditions. z 64 / 27 z 50 / 65 z 18 / 28
z 10 / 15 1 922 / 576 1 19 / 56 1 125 / 144
y 3 p 1 37 / 30 y 3 s 19 / 38 3 p y 3 p s 1 / 10 y 3 p s 16 / 31 34 / 49 0 q 2 x q 2 40 / 47 r 2 x 3 / 12 r q 2 x 2 / 8 r q 2 x 7 / 9 { 566 / 1104 0 24 / 38 0 140 / 189 0
96 / 106 { 8 / 27 { 18 / 17 {
1 Pine Ave/8th St 2 Pine Ave/7th St 3 Pine Ave/6th St 4 Pine Ave/5th St 5 Pine Ave/4th St z 33 / 90 z 73 / 85
1 650 / 597 z 2 / 4 1 1783 / 1194 z 20 / 10
y 3 s 71 / 136 3 p y 3 p 1 39 / 34 y 3 p s 138 / 246 y 3 p 1 31 / 33 q 2 27 / 56 r 2 x 26 / 27 0 q 2 58 / 81 r q 2 x 46 / 77 0 q 2 x 421 / 836 0 2 / 3 { 786 / 1859 0 8 / 10 {
26 / 42 { 32 / 98 {
6 Pine Ave/3rd St 7 Pine Ave/Broadway 8 Pine Ave/1st St 9 Pine Ave/Ocean Blvd 10 Locust Ave/8th St z 0 / 32 z 51 / 53
1 1044 / 595 1 55 / 65 1 179 / 196 1 743 / 665
y 3 s 17 / 7 p s 7 / 21 y p s 0 / 3 s 16 / 13
q 2 35 / 15 r 21 / 40 0 q x 8 / 20 r q
609 / 1150 0 10 / 44 { 158 / 236 0
0 / 1 {
11 Locust Ave/7th St 12 Locust Ave/6th St 13 The Promenade/5th St 14 The Promenade/4th St 15 The Promenade/3rd St z 11 / 15 z 74 / 123 z 72 / 68
1 10 / 12 1 868 / 504 1 129 / 151
y 3 p s 1 / 3 y 3 s 162 / 121 3 p y 3 z 3 / 8 y 3 p s 45 / 47 13 / 20 r q 2 x q 2 95 / 127 r 2 x 65 / 87 { 2 x 30 / 46 r q 2 x 15 / 27 0 442 / 950 0 108 / 199 0
19 / 22 { 72 / 98 { 20 / 36 {
16 Long Beach Blvd/8th St 17 Long Beach Blvd/7th St 18 Long Beach Blvd/6th St 19 Long Beach Blvd/5th St 20 Long Beach Blvd/4th St z 68 / 101 z 19 / 54
1 574 / 484 1 9 / 5 z 117 / 165
y 3 s 20 / 12 3 p y 3 p s 32 / 22 y p 1 1867 / 1262
q 2 92 / 184 r 2 x 14 / 16 r q 2 x 164 / 284 r
326 / 850 0 7 / 4 0 683 / 1855 0
105 / 103 { 11 / 12 {
21 Long Beach Blvd/3rd St 22 Long Beach Blvd/Broadway 23 Long Beach Blvd/1st St 24 Long Beach Blvd/Ocean Blvd FIGURE 13
LEGEND
N XXX / YYY AM / PM Volume
Mosaic Project
Opening Year Plus Project Peak-Hour Traffic Volumes
9 / 697 / 1708 / 1835 / 3381 / 12756 / 6384 / 13418 / 33 6 / 813 / 154 / 2
95 / 13832 / 2520 / 12150 / 20624 / 35
30 / 3790 / 14892 / 14969 / 111
4 / 143 / 1024 / 16
62 / 72431 / 52573 / 142
10 / 2812 / 42
28 / 11401 / 58913 / 4265 / 37463 / 601
158 / 148339 / 479322 / 35057 / 13728 / 28330 / 40461 / 67250 / 31685 / 143 53 / 36
247 / 417
6 / 6
12 / 55
341 / 566294 / 449
77 / 99
28 / 92
14 / 29
438 / 646
35 / 52
385 / 622
42 / 50
533 / 59697 / 13465 / 88560 / 677
10 / 2148 / 48
50 / 48
322 / 523
1 / 9
29 / 10
419 / 719
11 / 36
119 / 101
23 / 33
465 / 755
19 / 40
59 / 14454 / 12771 / 13096 / 175
3 / 5
18 / 17
12 / 2 40 / 93
45 / 139
3 / 278 / 19
2 / 1
119 / 237124 / 181
23 / 74
9 / 991 / 1510 / 251 / 9512 / 4746 / 87
65 / 126
78 / 60
6 / 19
81 / 157
4 / 6
54 / 130
1 / 8
12 / 71
97 / 148
P:\LBL2201\Traffic\xls\Figures\Fig 13 - Opening Year Plus Project Peak-Hour Traffic Volumes.xlsx (8/26/2022) Delay LOS Delay LOS ∆ Delay Yes/No
AM 14.6 B 14.8 B 0.2 No
1 Pine Avenue/8th Street Signal PM 16.8 B 16.9 B 0.1 No AM 12.4 B 12.7 B 0.3 No
2 Pine Avenue/7th Street Signal PM 14.0 B 14.3 B 0.3 No AM 12.3 B 13.4 B 1.1 No
3 Pine Avenue/6th Street Signal PM 12.9 B 13.0 B 0.1 No AM 14.7 B 13.9 B ‐0.8 No
4 Pine Avenue/5th Street Signal PM 15.3 B 14.9 B ‐0.4 No AM 14.2 B 14.2 B 0.0 No
5 Pine Avenue/4th Street Signal PM 11.3 B 11.4 B 0.1 No AM 19.4 B 19.7 B 0.3 No
6 Pine Avenue/3rd Street Signal PM 20.6 C 20.8 C 0.2 No AM 14.2 B 14.3 B 0.1 No
7 Pine Avenue/Broadway Signal PM 19.2 B 19.3 B 0.1 No
AM 8.3 A 8.3 A 0.0 No
8 Pine Avenue/1st Street Signal PM 9.4 A 9.4 A 0.0 No
AM 19.7 B 19.7 B 0.0 No
9 Pine Avenue/Ocean Boulevard Signal PM 24.7 C 24.6 C ‐0.1 No AM 10.8 B 10.8 B 0.0 No
10 Locust Avenue/8th Street Signal PM 9.7 A 9.7 A 0.0 No AM 18.2 B 18.2 B 0.0 No
11 Locust Avenue/7th Street Signal PM 15.7 B 15.7 B 0.0 No AM 4.1 A 4.4 A 0.3 No
12 Locust Avenue/6th Street Signal PM 6.7 A 6.8 A 0.1 No AM 7.1 A 7.2 A 0.1 No
13 The Promenade/5th Street AWSC PM 7.3 A 7.4 A 0.1 No
AM 8.3 A 8.5 A 0.2 No
14 The Promenade/4th Street AWSC PM 9.4 A 9.4 A 0.0 No
AM 8.8 A 9.0 A 0.2 No
15 The Promenade/3rd Street Signal PM 9.5 A 9.7 A 0.2 No AM 6.3 A 6.2 A ‐0.1 No
16 Long Beach Boulevard/8th Street Signal PM 7.4 A 7.4 A 0.0 No AM 18.5 B 18.5 B 0.0 No
17 Long Beach Boulevard/7th Street Signal PM 14.3 B 14.3 B 0.0 No AM 13.9 B 14.2 B 0.3 No
18 Long Beach Boulevard/6th Street Signal PM 19.7 B 19.8 B 0.1 No AM 10.3 B 11.1 B 0.8 No
19 Long Beach Boulevard/5th Street OWSC PM 11.5 B 12.3 B 0.8 No AM 12.6 B 14.4 B 1.8 No
20 Long Beach Boulevard/4th Street Signal PM 17.3 B 19.3 B 2.0 No AM 13.5 B 12.9 B ‐0.6 No
21 Long Beach Boulevard/3rd Street Signal PM 11.2 B 10.9 B ‐0.3 No AM 17.0 B 17.0 B 0.0 No
22 Long Beach Boulevard/Broadway Signal PM 23.2 C 23.2 C 0.0 No AM 7.7 A 7.7 A 0.0 No
23 Long Beach Boulevard/1st Street Signal PM 7.7 A 7.7 A 0.0 No AM 12.8 B 13.1 B 0.3 No
24 Long Beach Boulevard/Ocean Boulevard Signal PM 12.2 B 14.6 B 2.4 No Delay is reported in seconds.

LOS = level of service
AWSC = all‐way stop control, OWSC = one‐way stop control Table H: Opening Year Plus Project Intersection Level of Service Summary Intersection Control
Peak
Hour
Opening Year
Opening Year
Plus Project Project Impact?
P:\LBL2201\Traffic\xls\Intersection LOS.xlsx\OY+P (8/26/2022) Turn Lane Volume Queue1 Volume Queue1 Volume Queue1 Volume Queue1 2 Pine Avenue/7th Street NBL 80 55 59 48 50 78 76 60 62 3 Pine Avenue/6th Street SBL 80 24 30 21 26 32 38 25 28 NBL 180 119 165 101 90 119 164 101 89
WBL 75 124 66 106 71 162 83 121 79
EBL 80 89 66 123 48 95 64 127 51
EBR 100 51 10 88 17 72 11 98 19
NBL 145 21 36 36 50 50 63 48 62
SBL 100 64 76 131 138 73 83 142 152
SBR 135 124 ‐ 109 6 158 ‐ 148 6
WBR 60 63 18 99 29 68 21 101 30
Dual SBL 100 53 34 134 74 57 36 137 75
EBL 70 79 35 178 47 92 39 184 49
SBL 130 79 71 136 101 85 73 143 103
EBL 175 161 153 284 158 164 156 284 159
WBR 110 109 30 161 34 117 32 165 35
1 Queue is reported in feet. One vehicle is approximately 25 feet.

The queue length is reported for the lane with the highest queue in the lane group.

Table I: Opening Year Plus Project Intersection Queuing Summary Study
Area No. Intersection
Opening Year Opening Year Plus Project
Storage Length
(per Lane)
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
17 Long Beach Boulevard/7th Street18 Long Beach Boulevard/6th Street20 Long Beach Boulevard/4th Street21 Long Beach Boulevard/3rd Street22 Long Beach Boulevard/Broadway24 Long Beach Boulevard/Ocean Boulevard P:\LBL2201\Traffic\xls\Intersection Queue.xlsx\Opening Year (8/26/2022) 34 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

TRANSIT/BICYCLE/PEDESTRIAN FACILITIES
As required by the 2010 CMP for Los Angeles County, LSA reviewed existing transit services within the project area. The project site is located adjacent to the 5th Street Metro A Line (Blue) rail station along Long Beach Boulevard. The Metro A Line provides transportation between Downtown Los Angeles and Downtown Long Beach.

The following bus stops are provided along Long Beach Boulevard adjacent to the project site:
• Torrance Transit Route 3 (Redondo Beach Pier to Downtown Long Beach) • Orange County Transportation Authority (OCTA) Route 46 (Orange to Long Beach) • Long Beach Transit Route 51 (Metro Blue Line Artesia Station to Downtown Long Beach) • LA Metro 60 (Downtown Los Angeles to Downtown Long Beach) • LA Metro 232 (Los Angeles International Airport to Downtown Long Beach) Class IV protected bike lanes are provided along 3rd Street and Broadway south of the project site. A bike share hub providing eight bike racks is currently provided at the Long Beach Boulevard/ 5 th Street intersection adjacent to the project site.

Sidewalks currently exist in the project vicinity on both sides of Long Beach Boulevard, Pine Avenue, 4 th Street, 5th Street, and 6th Street. The pedestrian, bicycle, and transit facilities provide opportunities for the public to use alternative modes of transportation and connections to a variety of commercial, residential, and employment destinations in Downtown. 35 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

ACCESS AND ON-SITE CIRCULATION ANALYSIS

DRIVEWAY LOS ANALYSIS
As indicated on the conceptual site plan (Figure 2), access to the project site will be provided via one RIRO driveway on 6th Street and two RIRO driveways on Long Beach Boulevard. Each driveway will be 24 ft wide and provide approximately 10 ft of height clearance.

An LOS analysis has been conducted for each driveway as previously discussed in this TIA. Table J presents the driveway LOS summary for Existing Plus Project and Opening Year (2027) Plus Project conditions. Appendix K provides the driveway HCM LOS worksheets. Based on the results of this analysis, all project driveways are forecast to operate at satisfactory LOS during both the a.m. and p.m. peak hours.

SIGHT DISTANCE ANALYSIS
A sight distance analysis was conducted along 6
th Street and Long Beach Boulevard at the proposed
RIRO project driveways to ensure driver visibility and safety. In the project vicinity, the speed limit along 6
th Street and Long Beach Boulevard are 30 mph. According to Table 6C-2 of the California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Edition (Revision 6), the stopping sight distance for roadways with a speed limit of 30 mph is 200 ft. Figure 14 illustrates the sight distances at the proposed project driveways.

There are no sight distance obstructions at the proposed RIRO project driveways. As shown on Figure 14, the sight distances at each RIRO project driveway exceeds 200 ft (left of the driveway), enabling a right turn at the stop without any visual obstruction. Therefore, the proposed project driveways would meet the minimum sight distance requirements specified in the CA MUTCD.

LOADING AREAS
The proposed project will include several commercial loading, passenger pickup/drop-off, and residential move-in/move-out areas as described below.
• Commercial Loading – Designated loading for the commercial uses will be provided along both 4 th Street and 5th Street between The Promenade North and Long Beach Boulevard. • Passenger Pickup/Drop-Off for Building B – Curbside pickup/drop-off will occur along 4th Street, south of the building’s secondary elevator lobby. Additional resident pickup/drop-off will occur within visitor portions of the Level 1 garage.
• Passenger Pickup/Drop-Off for Building C1 – Curbside pickup/drop-off will occur along 5th Street, south of the building’s leasing lobby. Additional resident pickup/drop-off will occur within visitor portions of the Level 1 garage.
36 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)
• Passenger Pickup/Drop-Off for Building C2 – Curbside pickup/drop-off will occur along 6 th Street,
north of the paseo and the building’s secondary elevator bank. Additional resident pickup/dropoff will occur within visitor portions of the Level 1 garage. • Resident Move-In/Move-Out for Building B – Dedicated move-in/move-out stalls will be located within visitor portions of the Level 1 garage and in proximity to the building’s secondary elevator bank.
• Resident Move-In/Move-Out for Building C1 – Dedicated move-in/move-out stalls will be located within visitor portions of the Level 1 garage and in proximity to the building’s secondary elevator bank.
• Resident Move-In/Move-Out for Building C2 – Dedicated move-in/move-out stalls will be located within visitor portions of the Level 1 garage and in proximity to the building’s secondary elevator bank.

Delay LOS Delay LOS Delay LOS Delay LOS
1 RIRO Project Driveway/6th Street 11.9 B 16.0 C 12.0 B 16.4 C 2 Long Beach Boulevard/Northern RIRO Project Driveway 10.1 B 10.4 B 10.9 B 10.8 B 3 Long Beach Boulevard/Southern RIRO Project Driveway 10.1 B 10.6 B 10.8 B 11.7 B Delay is reported in seconds.

LOS = level of service
RIRO = right-in/right-out
Driveway
AM Peak Hour
Table J: Driveway Levels of Service Summary
PM Peak Hour
Existing Plus Project Opening Year Plus Project
AM Peak Hour PM Peak Hour
P:\LBL2201\Traffic\xls\Driveway LOS.xlsx\Driveway (8/26/2022) 7+675((7
/21*%($&+%28/(9$5'
7+675((7
7+675((7
3,1($9(18(
*$5$*( *
(175<
*$5$*(
(175<
=(52)227%8,/'72/,1(
=(52)227
%8,/'72/,1(
=(52)227
%8,/'72/,1(
=(52)227%8,/'72/,1(
*$5$*(
(175<
3523(57</,1(
(;,67,1*+$ ; /)52:

(;,67,1*+$/)52: 7 )

(;,67,1*+$/)52:

(;,67,1*+$/)52: 7

(;,67,1*+$/)52:
6725< 6725< 5(6,'(17,$/

127$3$57

6725<3$5.,1*6758&785( 6725<3$5.,1*6758&785(

127$3$57

6725< 6725<
5(6,'(17,$/ 5(6,'(17,$/

127$3$57
127$3$57

6725<3$5.,1*6758&785( 6725< 3$5.,1*6758&785(

127$3$57

6725< 6725< 5(6,'(17,$/

127$3$57

6725< 6725< 5(6,'(17,$/

127$3$57

I:\LBL2201\G\Drive_Site_Distances.ai (8/25/2022)
SOURCE: MVE Partners (5/20/22), Google Earth (2022)
FEET
0 100 200
+200 ft
+200 ft
+200 ft
LEGEND
- Driveway Sight Distance
FIGURE 14
Mosaic Project
Driveway Sight Distances
39 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

VEHICLE MILES TRAVELED ANALYSIS
The City acknowledges that conditions may exist that would presume a land development project has a less than significant transportation impact. These conditions may be size, location, proximity to transit, or trip-making potential. As such, the City’s TIA Guidelines has established several VMT screening thresholds for the presumption that a land development project would create a less than significant transportation impact pursuant to State CEQA Guidelines Section 15064.3, subdivision (b).

RESIDENTIAL DEVELOPMENT IN LOW VMT AREAS
Residential projects (and residential components of mixed-use projects) that have similar density, mix of uses, and transit accessibility as surrounding similar uses will likely have similar VMT generation as those uses. Therefore, maps showing VMT-efficient areas can be used to screen proposed residential uses from further analysis.

Figure 2 of the City’s TIA Guidelines (provided in Appendix L) presents a map of VMT per capita for all existing residential areas in Long Beach. These data were obtained from the 2016 SCAG Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS) travel demand model.

VMT per capita in each area is compared to the regional average VMT per capita for Los Angeles County to identify VMT-efficient areas for future residential development (shown in green on Figure 2 of the City’s TIA Guidelines), where average VMT per capita is lower than the Los Angeles County average by 15 percent or more. In these green areas, projects with similar characteristics to the surrounding development are presumed to have a less than significant transportation impact.

As shown on Figure 2 of the City’s TIA Guidelines, the proposed project is located in a VMT-efficient area where the average VMT per capita is greater than 15 percent below the Los Angeles County average. As such, the proposed residential use meets the City’s residential VMT screening criteria for location in a low VMT area. Therefore, the residential component of the proposed project is presumed to have a less than significant transportation impact.

RETAIL DEVELOPMENT LESS THAN 50,000 SQUARE FEET
According to the City’s TIA Guidelines, retail development (and a retail component of a mixed-use project) that is 50,000 sf or less is likely to be local-serving and tends to shorten trips within Long Beach. Therefore, any proposed retail use 50,000 sf or less is presumed to have a less than significant transportation impact.

As previously described, the proposed project includes 38,405 sf of retail use, and it represents a net reduction of 159,128 sf of retail use from the existing 197,533 sf of retail use. As such, the proposed retail use meets the City’s retail VMT screening criteria of being 50,000 sf or less. Therefore, the retail component of the proposed project is presumed to have a less than significant transportation impact.
40 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

CONCLUSIONS
Based on the results of this analysis, implementation of the Mosaic Project would not result in any significant impacts to the surrounding roadway system. The evaluation of the study area intersection LOS shows that the addition of project traffic would not cause an intersection operation to deteriorate below the City’s performance threshold.

The project considers all modes of transportation. It does not conflict with any plans, ordinances, policies, or programs regarding public transit, bicycle, or pedestrian facilities. Mass transit would not be affected. The project would provide pedestrian/bicycle connectivity to/from the local circulation network while ensuring the safety of motorists, pedestrians, and bicyclists.

Based on the site plan layout, adequate access and on-site circulation would be provided.

Because the project is in a low VMT residential area and the retail component is less than 50,000 sf, the residential and retail components of the proposed project are screened out from a VMT analysis. Therefore, the proposed project is presumed to have a less than significant transportation impact.
41 T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx (10/04/22)

REFERENCES
California Department of Transportation (Caltrans). 2014. California Manual on Uniform Traffic Control Devices, Revision 6.
_____. 2018. Highway Design Manual. 6th Edition. Sacramento.

City of Long Beach. 2013. General Plan Mobility Element. _____. 2018a. Municipal Code Chapter 21.41.216 – Required Number of Parking Spaces. Table 41- 1C: Required Number of Parking Spaces for Commercial, Industrial/Manufacturing, and All Other Uses.
_____. 2018b. Title 21 – Zoning, Chapter 21.41 – Off-Street Parking and Loading Requirements _____. 2020. Traffic Impact Analysis Guidelines. June.

Institute of Transportation Engineers (ITE). 2021. Trip Generation Manual, 11th Edition.

Los Angeles County Metropolitan Transportation Authority. 2010. Congestion Management Program.

Transportation Research Board. 2017. Highway Capacity Manual, 6th Edition.

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx «10/04/22»

APPENDIX A

APPROVED SCOPE OF WORK

CARLSBAD
CLOVIS
IRVINE

LOS ANGELES

PALM SPRINGS

POINT RICHMOND

RIVERSIDE

ROSEVILLE

SAN LUIS OBISPO
20 Executive Park, Suite 200, Irvine, California 92614 949.553.0666 www.lsa.net

MEMORANDUM
DATE: July 21, 2022
TO: Carl Hickman, P.E., T.E., City of Long Beach
FROM: Shiva Delparastaran, P.E., LSA
SUBJECT: Mosaic Project Traffic Impact Analysis Scope of Work LSA is pleased to submit this Traffic Impact Analysis (TIA) Scope of Work for the proposed Mosaic Project (project) at 450 The Promenade North for your review and approval.

TRAFFIC IMPACT ANALYSIS SCOPE OF WORK
The TIA for the proposed project will satisfy the traffic analysis requirements of the City of Long Beach (City) Traffic Impact Analysis Guidelines (June 2020) (TIA Guidelines).

A. Project Location and Description
The proposed project is located at 450 Promenade North in Long Beach, California. Figure 1 (all figures and tables attached) illustrates the project site location. The proposed project includes the demolition of 197,513 square feet (sf) of commercial (retail) uses and the construction of 900 residential units and 38,405 sf of retail uses. The project site is bounded by 6th Street to the north, 4th Street to the south, Long Beach Boulevard to the east, and existing residential and commercial uses and public parking structures to the west. Access to the project site will be provided via one right-in/right-out (RIRO) driveway on 6th street and two RIRO driveways on Long Beach Boulevard. A conceptual site plan for the proposed project is attached.

B. Project Study Area
As shown on Figure 1, the following 24 study area intersections have been selected for evaluation.

Study Area Intersections

1. Pine Avenue/8th Street

2. Pine Avenue/7th Street

3. Pine Avenue/6th Street

4. Pine Avenue/5th Street

5. Pine Avenue/4th Street

6. Pine Avenue/3rd Street

7. Pine Avenue/Broadway

8. Pine Avenue/1st Street

9. Pine Avenue/Ocean Boulevard

10. Locust Avenue/8th Street

11. Locust Avenue/7th Street
7/21/22 «P:\LBL2201\Traffic\doc\Scoping Agreement2.docx» 2 12. Locust Avenue/6th Street

13. The Promenade/5th Street

14. The Promenade/4th Street

15. The Promenade/3rd Street

16. Long Beach Boulevard/8th Street

17. Long Beach Boulevard/7th Street

18. Long Beach Boulevard/6th Street

19. Long Beach Boulevard/5th Street

20. Long Beach Boulevard/4th Street

21. Long Beach Boulevard/3rd Street

22. Long Beach Boulevard/Broadway

23. Long Beach Boulevard/1st Street

24. Long Beach Boulevard/Ocean Boulevard
C. Analysis Scenarios
The following traffic analysis scenarios will be analyzed for the proposed project:
• Existing conditions
• Opening Year conditions
• Opening Year Plus Project condition
• Opening Year Plus Project and Improvements condition (if necessary) D. Project Trip Generation
LSA examined the trip generation of the proposed project by applying the trip generation rates for Land Use Code 221 (Multifamily Housing - Mid-Rise) and Land Use Code 822 (Strip Retail Plaza) from the Institute of Transportation Engineers (ITE) 2021 Trip Generation Manual, 11 th Edition. Table A
summarizes the project trip generation using the ITE trip rates.

As Table A indicates, the proposed project could generate 6,366 daily trips, including 379 trips (217 inbound and 162 outbound) in the a.m. peak hour and 514 trips (235 inbound and 279 outbound) in the p.m. peak hour.

After accounting the internal trip capture, the project trip generation would be 5,645 daily trips, including 371 trips (213 inbound and 158 outbound) in the a.m. peak hour and 423 trips (189 inbound and 234 outbound) in the p.m. peak hour.

Additionally, Table A illustrates the existing site trip generation. The site includes 197,513 sf of retail use, but the site is currently occupied by 39,224 sf of retail use. Using trip rates from the ITE Trip Generation Manual for Land Use Code 822 (Strip Retail Plaza), the existing site currently generates 2,136 daily trips, 7/21/22 «P:\LBL2201\Traffic\doc\Scoping Agreement2.docx» 3 including 93 trips (56 inbound and 37 outbound) in the a.m. peak hour and 258 trips (129 inbound and 129 outbound) in the p.m. peak hour.

After taking credit for the existing site trip generation, the net project is anticipated to generate an additional 3,509 daily weekday trips, including 278 trips (157 inbound and 121 outbound) in the a.m. peak hour and 165 trips (60 inbound and 105 outbound) in the p.m. peak hour.

E. Project Trip Distribution and Assignment
Project trips will be distributed based on location of other land uses and transportation facilities using the Southern California Association of Government’s regional travel demand model. The project distribution at each study intersection will be applied to the trip generation to obtain the project trip assignment at the intersection.

F. Volume Development and Analysis Methodology
Traffic counts were conducted by an independent count company (Counts Unlimited) on Tuesday, June 7, 2022, for the a.m. peak hour (7:00 a.m. and 9:00 a.m.) and p.m. peak hour (4:00 p.m. and 6:00 p.m.).

All study intersections will be analyzed during the a.m. and p.m. peak hours. Consistent with the City’s TIA Guidelines, intersection LOS will be calculated using the Highway Capacity Manual 6 th Edition (HCM
6) analysis methodologies and the Synchro 10 software. LOS and delay for signalized intersections will be reported for the overall intersection. LOS and delay for unsignalized intersections will be reported for the overall intersection at all-way stop-controlled intersections and for the worst street approach for twoway stop-controlled intersections. LOS and delays for study intersections will be analyzed under the analysis scenarios to determine operational deficiencies at the study intersections.

The LOS analysis will address existing traffic conditions, future traffic forecasts, traffic operation issues and improvements.

Traffic volumes for Opening Year traffic conditions will be developed by applying a 0.4 percent per year growth rate to the existing traffic volumes, and by adding traffic volumes from cumulative projects in the vicinity of the project. Information regarding cumulative projects in the project vicinity will be obtained from City staff.

Improvements will be recommended at locations operating at an unsatisfactory LOS or where the project causes an operational deficiency. Improvements may include addition of intersection turn lanes, roadway widening, traffic signal installation and modification, local street striping and channelization improvements, and signage. The LOS with improvements will be calculated and summarized along with a comparison of the LOS without improvements.

G. Impact Criteria and Thresholds
The threshold and significance criteria for a level of service (LOS) analysis are provided below.

The City considers LOS D to be the minimum acceptable condition that should be maintained during the a.m. and p.m. peak hours. Impacts to signalized intersections shall be considered significant under the following criteria:
7/21/22 «P:\LBL2201\Traffic\doc\Scoping Agreement2.docx» 4 • An intersection operates at LOS D or better under without project conditions and the addition of the project trips results in unacceptable LOS (LOS E or F), or • An intersection operates at LOS E or F under without project conditions, and the addition of the project trips result in an average control delay increase of 2.5 seconds or more, or • The 95th percentile queue length exceeds the available storage length at any turn bay under plus project conditions.

Impacts to unsignalized intersections shall be considered significant under the following criteria:
• An intersection operates at an unacceptable LOS (LOS E or F) under the plus project conditions. On some occasions, LOS E may be allowed in downtown area, per the City’s direction, or • An intersection meets the peak-hour traffic signal warrant under the plus project conditions.

H. Vehicle Miles Traveled Analysis
LSA has reviewed the City’s vehicle miles traveled (VMT) guidelines in relation to VMT analysis requirements for this project. Figure 2 of the TIA Guidelines shows that the proposed project is within a VMT efficient area for residential development. Figure 4 of the TIA Guidelines shows that the proposed project is within 0.5 mile of a major transit stop (on the Metro A Line), which results in a transit priority area. According to the City’s TIA Guidelines and consistent with State recommendations, the project would be presumed to have a less than significant impact on VMT. LSA will include a section in the TIA specifying how the determination of a less-than-significant impact is reached.

I. Other Issues
Queuing Analysis
A queuing analysis will be performed for all study intersections. Queues for signalized intersections will be reported from Synchro, while queues for unsignalized intersections will be reported from SimTraffic.

Site Access and Alternate Transportation Mode Analysis
LSA will evaluate intersection sight distance, adequacy of driveway lengths, corner clearance issues, and necessity of dedicated right-turn lanes at driveways. Additionally, LSA will include a qualitative analysis of pedestrian, bicycle, and transit facilities in the project vicinity.

Signal Warrant Analysis
A signal warrant analysis will be conducted for unsignalized study intersections that operate at unsatisfactory LOS with the project. The signal warrant analysis will determine whether signalization may be warranted per the criteria defined in the California supplement of the Manual on Uniform Traffic Control Devices. There are a total of nine warrants: Warrant 1–Eight Hour Vehicular Volume; Warrant 2– Four Hour Vehicular Volume; Warrant 3–Peak Hour; Warrant 4–Pedestrian Volume; Warrant 5–School Crossing; Warrant 6–Coordinated Signal System; Warrant 7–Crash Experience; Warrant 8–Roadway Network; and Warrant 9–Intersection Near a Grade Crossing. LSA will analyze and address the applicable warrants.
7/21/22 «P:\LBL2201\Traffic\doc\Scoping Agreement2.docx» 5 Fee Plans/Fair-Share Contributions
LSA will evaluate whether the improvements identified in the LOS analysis are included in any City fee programs. If it is determined that an improvement is not covered through a fee program, then the project’s fair share contribution will be calculated based on the project traffic as a percentage of total growth from existing to opening year plus project conditions.

J. Report Preparation
LSA will prepare a TIA report documenting the proposed project, analysis methodologies, traffic operation conditions, operational deficiencies, VMT analysis, and recommendations. The TIA report will be submitted to the City staff for review as an Adobe PDF.

If you have any questions, please call me at (949) 553-0666. Thank you.

Attachments: Figure 1
Project Conceptual Site Plan
Table A: Project Trip Generation
NCHRP 684 Trip Capture Estimation Tool Output

THE ABOVE SCOPE OF WORK FOR PREPARATION OF A TRAFFIC IMPACT ANALYSIS IS ACCEPTABLE BY THE CITY PUBLIC WORKS DEPARTMENT.

APPROVED BY:

City of Long Beach
Company
Authorized Signature
Name
Title
Date
Carl Hickman, P.E T.E
Acting City Engineer/City Traffic Engineer
July 26, 2022
FEET
0 250 500
N
I:\LBL2201\G\Location&Ints.cdr ( /2 /2022) 71
Mosaic Project
SOURCE Bing Maps, ESRI :

FIGURE 1
Project Location and
Study Area Intersections
LEGEND
Project Site
# Study Area Intersection
1 2
3 4
5 6
8 7
11 12
13 14
15 16
17 18
19 20
21 22
23 9
10 24
7+675((7
7+(3520(1$'(1257+
/21*%($&+%28/(9$5' 7+675((7
7+675((7
3,1($9(18(
7 *$5$*(
(175<
*$5$*(
(175<
3/$=$
7+675((7
352326('3$5&(/&
6)
352326('3$5&(/&
6)
352326('3$5&(/%
6)
=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(
=(52)227%8,/'72/,1(
*$5$*(
(175<
3523(57</,1(
(;,67,1*+$/)52:

(;,67,1*+$/)52:

(;,67,1*+$/)52:

(;,67,1*+$/)52:

(;,67,1*52:

(;,67,1*+$/)52:

6725<5(6,'(17,$/

127$3$57

6725<3$5.,1*6758&785(

127$3$57

6725<
5(6,'(17,$/

127$3$57

6725<3$5.,1*6758&785(

127$3$57

6725<5(6,'(17,$/

127$3$57

6725<5(6,'(17,$/

127$3$57

7+(3$6(2

5(6,'(17,$/6725$*(5(48,5('6725$*(5HVLGHQWLDOGHYHORSPHQWVFRQVLVWLQJRIXQLWVRUPRUHVKDOOSURYLGHVWRUDJHVSDFHVXEMHFWWRWKHGLVFUHWLRQRIWKH6LWH3ODQ5HYLHZ&RPPLWWHH(DFKVWRUDJHVSDFHVKDOOEHDPLQLPXPRIVTIWLQDUHDDQGVKDOOFRQWDLQQRWOHVVWKDQFXELFIHHW352326('6725$*(VWRUDJHVSDFH VIFXELFIW
SHUHYHU\XQLWV3$5&(/%':(//,1*81,76 6725$*(81,763$5&(/& ':(//,1*81,76 6725$*(81,763$5&(/&
':(//,1*81,76 6725$*(81,76
5(6,'(17,$/81,76800$5<
127(
3529,'('23(163$&(727$/6$5(6+2:121/<)25&203/,$1&(:,7+5(48,5('0,1,0806$1'6+28/'127%(,17(535(7('$65(48,5(0(176%(<21'7+26(0,1,0806127( 287'2255$&.6:,//%(3529,'(')25&200(5&,$/%,.(3$5.,1*6((/$1'6&3$(3/$1)25*(1(5$//2&$7,216 127('5($57$1'(067$//6$%29($5($66,*1('727+(6$0(5(6,'(17,$/81,7$67+$72)7+(127(')52177$1'(067$//$1'$5(127&2817('72:$5'60((7,1*7+(3'5(48,5('67$//&2817 1 6,7(3/$1
352-(&7180%(5

0$<7+
$
/(9(/6,7(3/$1

$5($6&+('8/(3$5&(/%
/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)727$/ 6) $5($6&+('8/(3$5&(/&
/(9(/
6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)/(9(/ 6)727$/
6)
$5($6&+('8/(3$5&(/&
/(9(/
6)/(9(/ 6)/(9(/ 6)/(9(/
6)/(9(/ 6)/(9(/

6)/(9(/

6)/(9(/ 6)727$/

6)
3$5.,1*6800$5<%<3$5&(/%<7<3(
3$5&(/3$5.,1* 67$//7<3( &2817
% $'$5(6,'(17,$/
;
% &203$&75(6,'(17,$/
;
% &203$&77$1'(05(6,'(17,$/
;
% 67$1'$5'5(6,'(17,$/
;
% & $'$5(6,'(17,$/
;
& &203$&75(6,'(17,$/
;
& &203$&77$1'(05(6,'(17,$/
;
& 67$1'$5'5(6,'(17,$/
;
& & $'$5(6,'(17,$/
;
& &203$&75(6,'(17,$/
;
& &203$&77$1'(05(6,'(17,$/
;
& 67$1'$5'5(6,'(17,$/
;
& 727$/

&2817

Land Use Code 221 - Multifamily Housing (Mid-Rise) - Between 4 and 10 Levels - Close to Rail Transit Land Use Code 822 - Strip Retail Plaza (<40k) - less than 40,000 square feet of gross leasable area 2 Internal Capture based on the NCHRP 684 Internal Trip Capture Estimation Tool, developed by the Texas A&M Transportation Institute (Version 2013.1)
Multifamily Housing (Mid-Rise) Internal Trip Capture with Strip Retail Plaza: 11% ADT, 2% AM In, 1% AM Out, 31% PM In, and 8% PM Out
Strip Retail Plaza Internal Trip Capture with Multifamily Housing (Mid-Rise): 12% ADT, 2% AM In, 8% AM Out, 10% PM In, and 26% PM Out
3 The existing site includes 197.513 tsf, but only 39.224 tsf is currently occupied. du = dwelling unit
tsf = thousand square feet
Trip Rates1
Project Trip Generation
Existing Trip Generation
Table A: Project Trip Generation
Land Use Size Unit ADT
AM Peak Hour PM Peak Hour
P:\LBL2201\Traffic\xls\trip gen.xlsx\Scoping (7/21/2022) Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office 0
Retail 91 55 36
Restaurant 0
Cinema/Entertainment 0
Residential 288 162 126
Hotel 0
All Other Land Uses2 0
379 217 162
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 3 0
Restaurant 0 0 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 1 0 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 379 217 162 Office N/A N/A
Internal Capture Percentage 2% 2% 2% Retail 2% 8%
Restaurant N/A N/A
External Vehicle-Trips5 371 213 158 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 2% 1%
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
AM Street Peak Hour
Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 5 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 6 Person-Trips
*Indicates computation that has been rounded to the nearest whole number. 3 Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4 Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete.

Table 2-A: Mode Split and Vehicle Occupancy Estimates
Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To) Origin (From)
Origin (From) Destination (To)
Cinema/Entertainment
Land Use Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) NCHRP 684 Internal Trip Capture Estimation Tool
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0
Cinema/Entertainment
Development Data (For Information Only )
0 0
0 Estimated Vehicle-Trips3
Land Use
Mosaic Long Beach
Project Name:

Analysis Period:

Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0
Retail 1.00 55 55 1.00 36 36
Restaurant 1.00 0 0 1.00 0 0
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.00 162 162 1.00 126 126
Hotel 1.00 0 0 1.00 0 0
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 10 5 5 0
Restaurant 0 0 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 3 1 25 0
Hotel 0 0 0 0
Office Retail Restaurant Residential Hotel
Office 18 0 0 0
Retail 0 0 3 0
Restaurant 0 4 8 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 9 0 0
Hotel 0 2 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0
Retail 1 54 55 54 0 0
Restaurant 0 0 0 0 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 3 159 162 159 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 00 0 0 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0
Retail 3 33 36 33 0 0
Restaurant 0 0 0 0 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 1 125 126 125 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 00 0 0 0 0
Land Use Table 7-A (D): Entering Trips
2 Person-Trips
Person-Trip Estimates
Mosaic Long Beach
AM Street Peak Hour
Table 9-A (D): Internal and External Trips Summary (Entering Trips) Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From) Destination (To)
Cinema/Entertainment
Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-A (O): Exiting Trips
0 0
0 Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From)
Origin Land Use Person-Trip Estimates External Trips by Mode* External Trips by Mode*
1 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 0 *Indicates computation that has been rounded to the nearest whole number. 0 0
0 0
0 Destination (To)
Cinema/Entertainment
0 3
Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Destination Land Use
Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office 0
Retail 253 127 126
Restaurant 0
Cinema/Entertainment 0
Residential 261 108 153
Hotel 0
All Other Land Uses2 0
514 235 279
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 33 0
Restaurant 0 0 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 13 0 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 514 235 279 Office N/A N/A
Internal Capture Percentage 18% 20% 16% Retail 10% 26%
Restaurant N/A N/A
External Vehicle-Trips5 422 189 233 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 31% 8%
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3 Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 5 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P.

Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4 Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 6 Person-Trips
0 0
0 0
Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From) Destination (To)
Cinema/Entertainment
0 Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From) Destination (To)
Cinema/Entertainment
NCHRP 684 Internal Trip Capture Estimation Tool
Mosaic Long Beach
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 PM Street Peak Hour
Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only ) Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates
Land Use Entering Trips Exiting Trips
Project Name:

Analysis Period:

Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0
Retail 1.00 127 127 1.00 126 126
Restaurant 1.00 0 0 1.00 0 0
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.00 108 108 1.00 153 153
Hotel 1.00 0 0 1.00 0 0
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 3 37 33 6
Restaurant 0 0 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 6 64 32 5
Hotel 0 0 0 0
Office Retail Restaurant Residential Hotel
Office 10 0 4 0
Retail 0 0 50 0
Restaurant 0 64 17 0
Cinema/Entertainment 0 5 0 4 0
Residential 0 13 0 0
Hotel 0 3 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0
Retail 13 114 127 114 0 0
Restaurant 0 0 0 0 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 33 75 108 75 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 000 0 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0
Retail 33 93 126 93 0 0
Restaurant 0 0 0 0 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 13 140 153 140 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 000 0 0 0
0 0
0 0
0 3
Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Table 9-P (O): Internal and External Trips Summary (Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode* Person-Trip Estimates External Trips by Mode*
0 Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From)
2 Person-Trips
0 0
Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination Land Use
*Indicates computation that has been rounded to the nearest whole number.

Mosaic Long Beach
PM Street Peak Hour
Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From) Destination (To)
Destination (To)
Cinema/Entertainment
Cinema/Entertainment
0 5
1 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx «10/04/22»

APPENDIX B

EXISTING SIGNAL TIMING AND COUNT DATA
3/.t)ty
2 /li^Lr*"-
INTERSECTION: 031 Pine & 8th Pa e1 of8
Group Assignment: NONE
Field l\,laster Assignmentr 0lField Maste.'t-Light Rail System Reference Number: 31
Change Record
Chanqe By Dale Chanqe BY Dale
N/S Street Name: Pine
E^/V Streel Name: 8th
Last Dalabase Change
Drop Number 31
1 31
0 Zone Number
Area Number
Area Address
OuicNet Channel
lvlanual Plan
lvlanualOffsel
<C/0+0+0>
<c/0+0+1>
<C/0+0+2>
<C/0+0+3>
Manu€lPlan
Manud Orset
2=Ofl$ra
3 = Oits€l C
<C/0+A+'1>
<C/0+B+1>
<F/1+0+E>
<F/l+0+F>
<F/1+C+0>
Exclusive Walk 0
0 0.0
Exclusive FDW
All Red Clear
<F/1+0+0>
<F/1+0+1>
<F l1+O+2> (QuicNet)
Flash Start 5

5.0 5.0
Red Revert
All Red Slart
Communication Addresses Manual Selection Start / Revert Times Phase
1 2 3 4 5 6 7 8
Ped Walk 0
0 0.0

0.0 0.0

0.0 0
0 0
7 0 7 0 7 0 7
Ped FDW 11 0 11 0 11 0 '11
lvlin Green 10 0 '10 0 10 0 't0
TyDe 3 Disconnect 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 4.0 0.0 2.5
lvlax Gap 5.0 0.0 3.5 0.0 5.0 0.0
[4in Gap 2.0 0.0 1.5 0.0 2.0 0.0
[4ax Limit 40 0 0 40 0 25
Max Limit 2 40 0 0 40 0 25
Adv. / Delay Walk 0 0 0 0 0 0
PE Min Ped FDW 0 0 50 0 50 0 50
Cond Setu Check 0 0 0 0 0 0 0 0
Reduc€ Every 0.0 0.5 0.0 0.5 0.0 0.5 0.0 0.5
Yellow Change 0.0 3.0 0.0 0.0 3.0 0.0
Red Clear 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0
Column Nu,'l&ts -->
Phase Timing - Bank 1 <C+o+F=1>
[4ax lnilial
Allernate Wal
Allernate FDW
Allernate lnitial
Allernate Extension
Alternate Timinq <C+o+F=1> Preempt Timing Phase Fu nctions.C+O+F= 1> Exclusive Ped Phase
(Oulputs spec led rn AssEnabt€
Oulpuls ai E/127+A+E a F)
RR-1 Delay 0
RR-1 Clear 0
EV-A Delay 0
EV-A Clear
EV-B Delay 0
EV-B Clear 5
EV-C Delay 0
EV-C Clear 5
EV-D Delay 0
EV-D Clear 5
0 0
RR-2 Delay
RR-2 Clear
Permit _2_4_6_8
Red Lock 4_6_8
_2_4_6_8
Yellow Lock
lvlin Recall
Ped Recall
Rest ln Walk
Red Resl
Dual Entry
i,4ax Recall
Soft Recall
Max 2
Cond. Service
Man CntrlCalls
Yellow Slart _2_8_
First Phases _4_8

B E D F
0 1
2 4
5 7
I
B
c
D
E
F
0 0
0 20
0 20
Phase 1 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase I 0 0 0 0 0.0
0 1
2 3
4 5
7 9
o
E
F
Prinled on 3/2312018 9:04 Alu Timing Sheet Versionr 233 RV2 Revision: 10430 sga 8e
C^L

SENIOR TRAFFIC ENGINEEB
Notes:
0 0

4.O
0 50
fEt
H -
1 3
8 INTERSECTION: 031 Pine & 8th Paqe 2 (of 8)
0 ,|
3 4
5 6
7 8
9 c
D
E
F
Coluhn Numbers --> E
Exclusive Phases
RR-1 Clear Phases
RR-2 Clear Phases
RR-2 Limited Service
Prot / Perm Phases
Flash to PE Circuits
Flash Entry Phases
Disable Yellow Range
Disable Ovp Yel Ranqe
Overlap Yellow Flash
EV,A Phases
EV-B Phases
EV-C Phases
EV-D Phases
Extra 1 Confia. Bils
lC Selecl (lnlerconnecl)
Configuration <C+0+E=125>
F
Fasl Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passaqe
Simullaneous Gap Term
Sequential Timing
Advance Walk Phases
Delay Walk Phases
External Recall
Starl-up Overlap Green
Max Extension
lnhibit Ped Reservice
Semr-Acluated
Start u
Start-u Vehicle Calls
Slart-u Ped Calls
Specials
Ele!trlefE a
PE Non'Lo.r
2=EVB 6=RR2
4=EVD a:SE2
lC Sslscl Flaos
oordination
Transition
Minimums
<C+0+C=5>
c
EV.A 0
EVB 0
EV-C 0
EV,D 0
RR,1 '
RR.2 -
SE.1 0
SE2 0
Preempt
Priority
<c+0+E=125>
( ' RR-1 is alweys Hi!n€31.
snd RR,2 is always
Second Hign€3r )
Overlap
1 2 4 5 6 7
Load Switch Number 0 0 0 0 0 0 0
Veh Set '1 - Phases
VehSet2-Phases
Veh Set 3 Phases
Neo Veh Phases
Neg Ped Phases
Green Omit Phases
Green Clear Omit Phs
Green Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Columh Numba.. -->
Overlap Assignments <C+0+E=29>
Ext a 1 Flaos
1 = TBC Type 1
3 = Auto Daylight SavinSS
7 = Flash - Clsar Outpuls
8 = Spn RinS
Enm 2 Flaos
1 = AWB Ounng rniiiat
4 = OuicNoV4 Sy3rem
F
Exl. Permit 1 Phases
Exl. Permil 2 Phases
Exclusive Ped Assign
4 8
Preempt Non'Lock
Ped for 2P Output
Ped for 6P Output
Ped for 4P Output
Ped for 8P Output
Yellow Flash Phases
Low Priority A Phases
Low Priority B Phases
Low Priority C Phases
Low Priorily D Phases
Reslricted Phases
Extra 2 Config. Bits
Configuration <c+0+E='t25>
0 ,|
4 6
7 8
9 B
c
D
E
F
0 ,|
3 4
5 6
7 8
9 B
o
E
F
Phase 1 0
Phase 2 l0
Phase 3 0
Phase 4 10
Phase 5 0
Phase 6 10
Phase 7
Phase 8
0 't0
0 2
3 4
5 6
7 I
B
c
D
E
F
Prinled on 3/23i2018 9104 AN.4
<C+0+F=2>
Revision: 10430
134
2 2
6 0.0
t_
-
_l
______-
---+--
lo
-
r_t
tTiming Sheet Version: 233 RV2
NTERSECTION: 031 Pine & 8th
Plan
1 2 3 4 5 7 8 9
75 75 75
0 0 0
0 0 0
0 0 0
Cycle Lenglh 0 0 0 0 0 0
Phase 1 - Forceofl 0 0 0 0 0
Phase 2 - Forceoff 0 0 0 0 0
Phase 3 - Forceoff 0 0 0 0 0 0
Phase 4 - Forceoff 40 40 0 0 0 0 0 0
Phase 5 - Forceoff 0 0 0 0 0 0 0 o 0
Phase 6 - Forceoff 0 0 0 0 0 0 0 0
Phase 7 - Forceotf 0 0 0 0 0 0 0 0 0
Phase 8 - Forc€Off 40 37 40 0 0 0 0 0 0
Ring Offsel 0 0 0 0 0 0 0 0
Offsel 1
,t5 56 0 0 0 0 0 0
Offsel 2 0 0 0 0 0 0 0 0 0
Offser 3 0 0 0 0 0 0 0 0 0
Perm 1 - End '10 10 10 0 0 0 0 0 0
Hold Release 255 255 0 0 0 0 0
Zone Otfsel 0 0 0 0 0 0 0 0 0
Colunn Numba.s -->
Coordination - Bank 1 <C+0+C='l >
Ped Adjustmenl 0
0 0
0 0
0 0 0 0 0 0 0 0 0
Perm 2 - Slarl 0 0 0 0 0 0 0 0
Perm 2 - End 0 0 0 0 0 0 0 0
Perm 3 - Slarl 0 0 0 0 0 0 0 0
Perm 3 - End 0 0 0 0 0 0 0 0
Reservice Time 0 0 0 0 0 0 0 0
Reservice Phases
Prelimed Phases
Max Recall
Perm 1 Veh Phase 48 ,t8
Perm I Ped Phase 48 48 /48
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
Coordination - Bank 2 <C+0+C=2>
of8
1 = ProgrEmm€d WALK Tim€ lor Sync Phases
2 = Always Ierminate Sync Phase Peds
E
6 2 6
Plan 1 - Sync
Plan 2 - Sync
Plan 3 ' Sync
Plan 4 - Sync
Plan 5 - Sync
Plan 6 - Sync
Plan 7 - Sync
Plan I - Sync
Plan I Sync
NEMA Syoc
NE[rA Hold
Coord Extra
SYnc Phases <C+0+C=1>
F
Free Lag 4 6 8
4 6 8
2 4 6 8
8 Plan 1 - Laq
Plan 2 - Laq
Plan 3 Lag
Plan 4 - Laq
Plan 5 , Laq
Plan 6 - Laq
Plan 7 - Laq
Plan I ' Laq
Plan I - Lag
Exlernal Laa
Lag Phases <c+o+c=1>
0 'l
2 4
5 6
7 8
I
B
D
E
F
0 1
2 3
4 5
6 7
8 I
B
D
E
F
0 1
2 4
5 7
8 9
B
c
D
E
F
0 I
2 3
4 5
6 7
8 I
A
B
c
o
E
F
0 ,|
2 3
4 5
6 7
I
B
c
o
E
F
0 I
4 6
7 8
I
B
c
o
E
F
Printed on 3/2312018 g:04 A[/ Timing Sheet Version: 233 RV2 Revision: '10430 0 0
0 0
0 0
26 -:-]
48 t_l
-
t- -_t
I -_t F
INTERSECTION: 03'l Pine & 8th Paqe 4 (of 8)
Column I Column A Column B Column C Column O Column E Column F Spec. Funci. 1 0 NOI.3 85 Max 2 0
0 0
0 0
0 Prelrmed 0
0 0
Sel Monday Dial 2 (7.wre) 0 Sim Term 0
71 Spec. Funct 2
0 0
0 0
0 0
0 NOT 4 88 System Det 1 Plan 1 Ext Perm 1 Dial 3 (7 wire) EV.A Spec. Funct. 3 OR4 (a) 89 System Det 2 Plan 2 Ext Perm 2 Offset 1 (7-wre) o
0 o
0 0
0 0 EV.B
Spec. Funct. 4 oR-4 (b) 86 Syslem Del 3 Plan 3 Dimming Offset 2 0-wirs) EV.C NAND-3 (a) OR-5 (a) Syslem Det 4 Plan 4 Set Clock Offset 3 {7,wra) EVD 74 NAND-3 (b) oR 5 (b) System Del 5 Plan 5 82 51
NAND-4 (a) OR-6 (a) System Del 6 0 Plan 6 Flash Sense Flash (7,wro) NAND-4 (b) oR,6 (b) System Det 7 0 Plan 7 ManualEnable Excl. Ped Omil Spec. Evenl 1 0 oR-7 (a) Fag 3 Diamond System Det 8 Plan 8
81 0
0 NOT.1 209 Spec. Event 2 0
oR-7 (b) 0
87 0
0 0
0 Max lnhibil (nema) 0 Plan 9 Exlernal Alarm NOT.2 211 Exlernal Laq OR-7 (c) 0 0 OELAY.A Phase Bank 2 OR-1 (a) 0 AND-1 (a)
0 212
201
200 oR 7 (d) 0 AND4 (b) 0
208
,|
0 0
0 0
2 J Phase Bank 3 AND-1 (b)
OR-8 (a) 0 NAND-1 (a)
Force B (rema
Min Recall
I\,4ax Recall
Hold (nema)
0 DELAY-C Overlap Set 2 0 AND-2 (a)
oR-8 (b) 0 NAND-1 (b) 0 DELAY D Overlap Set 3 0 AND,2 (b) 214 oR-8 (c) 0 NAND-2 (a) 201 0 DELAY.E Detector Set 2 0
oR-2 a
oR-3 b
53 AND-3 (a) 0
oR-8 (d) 0 NAND-2 (b) 206 0 DELAY-F Detector Set 3 0 80 AND-3 (b) 0 EI[EEEE
0 1
2 3
1 5
6 7
8 I
B
c
D
E
F
4 5
6 7
I
B
c
o
E
F
U
I
3 4
5 7
8 B
c
D
E
F
0 1
2 4
5 6
7 8
I
B
c
D
E
F
Assiqnable lnputs
Assiqnabls Outputs
<C=0+E=126>
Column A Column B Column C Column D Column E Column F
Phase ON - 1 0
0 o
0 0
0 Preempl Fail 0 Flasher 0 200 0 NOT.l 205 TOD Out 1 0 Dial 2 (7 wre) 0 0 0
Sp Evnt Out 1 Flasher 1 0 oR-1 0 TOD Out 2 0 Dial 3 0-v\1.e) Sp Evnt Out 2 Fast Flasher 0 oR2 2',12 Offsel 1 (7.wrc) Sp Evnt Out 3
0 o
o
0 0
0 0
0 Fiq 3 Oiamond
0 0
0 o
0 0
o
0 oR-3 20s Offset 2 (7 wirc) 0
Sp Evnt Out 4 Fiq 4 Diamond 0 AND.l 203
0 0
0 0
0 0
0 Offset 3 (7 wire) 0
Phase ON 6 Sp Evnt Out 5 AND.2 0
Phase ON - 7 0 Sp Evnt Out 6 Plan 6 AND 3 0 Flash O-wre) 0 Phase ON , 8 Sp Evnl Oul 7 Plan 7 NOT 2 206 Preempt 0
Ph. Check - 1 Sp Evnt Oul I Plan 8 EV.A 0
Ph. Check - 2
215
214
216
208
Plan I 0 EV-B
0 0
0 0
Adv. Warn - 2 0 Low Priorily B
Ph. Check - 3 0 Detector Fail 0 Spec. Funcl. 3 0 EV.C OELAY,A 211 Low Priority C 0 0
0 Ph. Check - 4 0 Spec Funct. 1 0 Spec. Funcl. 4 0 EVD Low Priority D Ph Check - 5 0 Spec. Funct. 2 0 2',13 0 RR,1 0 0
Ph. Check - 6 0 CenlralControl 0 AND.4 NANO.4 0 RR2 0
DELAY.C

DELAY-F

DELAY D
DELAY.E
0 Ph. Check - 7 0 Excl. Ped DW 0 NAND-1 0 Spec. Event 'l 0 0 Excl. Ped WK 0 NAND 2 204
oR,7
oR-8 0 Spec. Event 2 0 0

ITEEEEE
EEEIIEr
EEEEEE
Revision: 10430
<c=o+E=127>
Printed on 3/2312018 9:04 AM Timing Sheet Version: 233 RV2 brll l0l lrl l2l
l3l
l8
0 RR.1
RR.2
0 C.N.A. {nema)
loTo
Free (7-wr6)
tolo
l-o fo
203
oR-2 (b) 210
OR-3 (a)
oR--1 O)
Man. Advance
Stop Time
toTo

DELAY-B
t 20-
| 204
.tI-o to
0 o
o
Fig 4 Diamond fo
lND-a (a)
215
2',t6
90 NAND 3
TOD Out 3
TOD Out 4
DELAY-8 210
NOT-4
oR4
NOT.3
oR-5
o+-----__l
t aatumn0
I Ph. check - 8 ll o
loI zor
Phase ON - 2
Phase ON 3
Phase ON ' 4
Phase ON - 5
tololo
Free
Plan 1
Plan 2
Plan 3
Plan 4
-
Plan 5
TOD Oul 5
TOD Out 6
TOD Orl i----.,l
TOD Out 8
INTERSECTION: 031 Pine & 8th Paqe 5 (of 8)
Cotunn Nuf1,beB --->
Phase Timinq - Bank 2 <c=o+F=2>
1 2 4 5 6 7 8
Ped Walk 0 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
l\4in Green 0
0 0.0

0.0 0.0

0.0 0
0 0 0 0 0 0 0
Type 3 Disconnecl 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Exlension 0.0 0.0 0.0 0.0 0.0
l\4ar Gap 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0 0 0 0
Max Limit 2 0 0 0 0 0 0 0 0
Adv / Delay Walk 0 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanqe 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Phase Timinq - Bank 3 <c=o+F=3>
D8vllohl Savinos
0!!e
<C/5+2+A>
<c/5+2+B>
<C/5+2+C>
<Cl5+2+D>
<C/5+1+9>
TBC Transition
<C/5+1+A>
Coordinated Laq Hold Phases
<C/5+'l+C>
7-Wire Master
Begin N,lonlh 0
0 0
0 Begin Week
End Monlh
End Week
Dayliqht Savinqs Time
Time 84 Yellow 0.0
Phase Number 0
Advance Warning Beacon - Siqn 1
Time 84 Yellow
Phase Number

0.0 0
Advance Warninq Beacon - Sign 2
Lonq Failure 0.0
Short Failure 0.0
Power Cvcle Correction roerautr = o /)
<F/1+0+8>
Min Green Before PE Force Off
<F/1+0+9>
Max Preempt Time Before Failure
<F/1+0+A>
Min Time Between Same Preempts
(Does Nol Apply To R6itroad PreemoD
<E/125+C+8>
Disable Low Priority Channel
Max lnital
Allernate Walk
Alternale FDW
Allernale lnitial
Altemate Extension
Alternate Timing
[,,tax lnitial
Alternate Walk
Allernate FDW
Allernate lnilial
Allernate Exlension
Alternate Timing
Transition Tvpe
l€ngthing
low Priorilv
2 = Ch€nnel A
<F/1+C+E>
<F/1+C+F>
<F/1+D+E>
<F/1+D+F>
<F/1+0+6>
<F/1+0+7>
I ET c D Transilion Type 0.3
0 ,1
3 4
5 6
7 8
9 B
c
D
E
F
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0 0.0
0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6
0 0
0 0
0 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0 0.0
Phase
1 2 4 5 6 7 8
0 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
I/'lar Limit 0 0 0 0 0 0 0
Max Limil2
0 o
o
o
0 m
m
0 0 0 0 0 0 0
Adv. / DelayWalk 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

EEEEEI E
Sync Oulput Time 0.0
0 1
2 3
4 5
6 7
8 9
B
c
o
E
F
s A B c o
Phase 'l 0 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8
0 0 0 0 0 0.0
Min Time (seconds) 0
0 Min Time (seconds) 0
Low Pri Channel
Prinled on 3/2312018 9104 AN4 Timing Sheet Version: 233 RV2 Revision: 10430 0 0
|Ii! Hord Phases
0 Phase 4
0 0.0 0.0

0.0 0
0 0.0
IMax Tm,e (nrrrt",
INTERSECTION: 031 Pino & 8th
0 1
2 3
1 5
6 7
8 I
B
c
D
E
F
Paqe 6 (of B)
Colunh Nuhb66 --> 0 1 3
C1 Pin
Number
39 Allribules Phase(s) Assion
457 123
40 157 123
41 4 123
42 457 8 123
43 157 123
44 6 '123
45 457 4
46 47
48 49
50 55
56 157 8 123
_2_
7 6
7 123
8 123
457 5
157 '123
57 157 7
58 457 3
,123
4 6 7
C1 Pin
Number Atlributes Phase(s) Assiqn
457 5 123
123
61 62
63 64
65 66
457 7 123
457 2 123
7 6 '123
457 123
457 '123
67 123
68 6 123
69 4 123
70 -2 8
76 57 123
77 57 6 '123
78 57 1 123
79 57 8 123
DetectorAssignments <C+0+E=126>
1 3
Carry0.0 0.0

0.0 0.0

3.0 0.0

0.0 0.0

3.0 0.0

0.0 0.0

3.0 0.0

0.0 0.0

0.0 0.0
1 Delay
Carry0.0 0.0

0.0 0.0

3.0 0.0

0.0 0.0

0.0 3.0 0.0
Enable Redirection
(Enable Redirection = 30)
[4ax OFF (minutes) 0
Max ON (mrnutes) 0
D
Output Porl 1
Oulpul Pon 2
Outpul Port 3
Output Port 4
Output Port 5
Oulpul Port 6
Port 7
Dimming <c+o+E=125>
B
DELAY A 4
DELAY.B
0 0
0 DELAY D
DELAY.E
DELAY,F 0
Ped/Phase/Overla p
1 3 4 5 6 7
0 0 0 0 0 0 0 0
Don'l Walk 0
0 0
0 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0
Ovedap Yellow 0 0 0 0 0 0 0
Overlap Red 0 0 0 0 0 0 0 0
Colunh Numbors -->
Redirect Phasa Outputs <C+O+E=127>
<Ei 125+D+0>
<D/0+0+1>
<D/0+0+2>
Delector Attributes
2 = Ped Call
3=
6=Type3
7 = Caling
Det. Assionments
I = Dsr. 361 1
2 = O€1. 361 2

3. o€r. Sst 3
6 = Fallurs, Min Rec€ll
7 = Failu.e - Max Roc€ll
Detector Failure Monitor
D
Number ol Digits 0
0 0
0 0
1 st Digil
2 ed Diqit
3 ed Digil
4 th Diqil
5 th Diqit
6 th Digit 0
7 th Digit 0
8lh Dioit 0
9lh Digil 0
10lh Diqit 0
0 0
0 0
0 'l l th Oiqit
12 th Digit
13 th Disit
14lh Disil
15lh Digjl
Disable Alarms
<C+0+D=0>
<C+0+C=5>
Delay Logic Times
<C+0+D=0> (seconds)
<C/5+F+0>
Disable Alarm Reportinq
<C/5+C+0>
Redial Timo (minures)
(View RedaalTimer at U2+D+6)
0 1
2 3
4 7
Cabinet Type 0
0 'l
2 3
4 5
6 7
0 ,1
2 3
4 5
6 7
8 B
c
o
E
F
B
c
o
E
F
Omit Alarm
Time IE
Printed on 3/2312018 9:04 AM Timing Sheel Version: 233 RV2 Dial-Back Telephone Number
I o6tav
2 6
457
2 157
'123
7 123
123
4 7
123
1 't23
0 lo
0 lo
60 1
I
2 123
2 I
0 f3

FELAY-C
Revision: 10430
INTERSECTION: 031 Pino & 8th Paqe 7 (of 8)
0 1
2 3
4 5
6 7
8 9
B
o
E
F
TOD Coordination <c+o+9=o i>
(Bank 1)
TOD
Function
Holidav Dates <c+o+8=1 1>
(Bank 1)
Time !
I o Day of Week
06:00 E 3455
09:00 E 23456
15:00 E 23456
18:00 E 23456
22 t00 E '1234567
06:00 E 17
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time
6 LL Day of Week
06:00 E '1234567
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
Column 4
Phases/Bits
1 <C+0+7=0.1> <C+0+E=27>
o Holiday TyDe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
o
=
Holidav Tyoe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 U
00 00 0
00 00 0
00 00 0
Time
g
0- o Holidav Tyoe
00:00 0 0
00:00 0 0
00;00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Holidav Events <c+o+9=1.1>
(Bank 'l)
Time !
o_ o Holiday Tvpe
00:00 0 0
00 r00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00i00 0 0
0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 i00 0 0
00 r00 0
00:00 0 0
T.O.D. Funclions
8 = Oouue Enlry
C = Coditional S€wic6
E.An1-toc6lOv8nido
Bit4-DisrbloOetoctor
OFF Monilor
Bil T - Ost clor Count
Bil S - R.8lTime Spllt
F - Oulput Bll. t lntu I
Plan S6l5ct
I thtu I = Coordlna0on
Plan 1 liru I
0G€! S€l€ql
B = Or3et B
Monih Setoct
TOD Coordination <c+o+9=0.2>
(Bank 2)
<C+0+E=28> Holidav Dates <clo+8=1.2>
(Bank 2)
0 ,l
3 1
7 8
9 A
B
c
D
E
F
Time
6 l! Holiday Type
0 0
0 0
o
0 0
0 00
00 00
00 00
00 00
00 0o
00 00
00 00
00 00
00 00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
0 EEEE
Time !II o Day of Week
00:00 0
00 :00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0 E
Column,t
Phases/Bits
-
Printed on 3/2312018 9:04 AM
Holiday <C+0+7=o.2>
TOD Function
Timing Sheel Version: 233 RV2
Holidav Evonts <c+o+g=1.2>
(Bank 2)
Revision: 10430
0 t_-i
-
00:00
0 L9]Lf_l f_]
00:00
_-i
-:_l
INTERSECTION: 031 Pine & 8th Paqe 8 (of 8)
0 ,|
3 4
5 6
7 A
B
c
D
E
F
6 7 8 B c D E F
Time Ped Call Hold Force Off Vehicle Call Permit Phases Ped Omil Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
I
-
- -
T
t-
-
II
-
t-
-
-
EE
-
-
-
Special Event Schedule - Table 1 <C+0+E=27>
7 8 B c D E F
Clea. Time I Hold Advance Force Off Vehicle Call Permit Phases Ped Omil Outout 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
<C+0+E=28>
<Et27 +5+F>
Limited Service lnterval
Noles
<E/28+5+F>
Limited Service lnterval
0 0
,|
1 5
6 7
8 B
c
D
E
F
0 Printed on 3/2312018 9i04 AM
Special Event Schedule - Table 2
Timing Sheet Version: 233 RV2 Revision: 10430
Clear
Notes:
58Arc{
INTERSECTION: 133 7th & Pine Paqe 'l (of 8)
Group Assignment: NONE
Field Master Assignment: osField Ma8tor 5- Seventh
System Reference Number: 133
N/S Street Namer Not Assigned
E/w Street Name: 7th
Last Oalabase Change 311212018 14:06
Change Record
Ch Date Chan Date
Drop Number 5
Zone Number ,|
Area Number ,|
Area Address 133
OuicNel Channel 0
ManualPlan
ManualOtfset
<C/0+0+0>
<C/0+0+1>
<C/0+0+2>
<C/0+0+3>
Manual Plan
19=Plan1-9
Manual Ofisel
2 . Ofisel B
3 - Ofisel C
<C/o+A+'l>
<C/o+B+1>
<F/1+0+E>
<F/1+0+F>
<F/1+C+0>
Exclusive Walk 0
Exclusive FDW 0
All Red Clear 0.0
<F/1+0+0>
<F/1+0+1>
<F l1+o+2> (QuicNet)
Flash Starl 0

0.0 0.0
Red Reverl
All Red Starl
Communication Addresses Manual Selection Start / Revert Times Phase
1 2 3 4 5 6 7 8
0 0
0 0
Ped Walk 7 0 7 0 0 0 7
Ped FDW 12 0 12 0 0 0 12
Min Green 20 0 4 0 0 0 4
Type 3 Disconnecl 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 4.0 3.5 0.0 0.0 0.0 3.5
lrax Gap 0.0 5.0 0.0 4.5 0.0 0.0 0.0 4.5
Min Gap 0.0 2.0 1.5 0.0 0.0 0.0 1.5
Max Limit 0 45 0 30 0 0 30
Max Limit 2 0 45 30 0 0 0 30
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE [,lin Ped FDW
Cond Se.v Check
Reduce Eve
Yellow Cha
Red Clear
0 50 0 50 0 0 0 50
0 0 0 0 0 0 0 0

0.0 0.5 0.0 0.5 0.0 0.0 0.0 0.5

0.0 3.6 0.0 3.2 0.0 0.0

0.0 1.0 0.0 1.0 0.0 0.0 0.0 1.0
Colurhn Nunbers -->
Phase Timing - Bank 1 <c+o+F=1>
irax lnitial
Alternate Walk
Allernate FDW
Alternale lnilial
Alternale Exlension
Alternate Timing <C+o+F=1> Preempt Timing Phase Fu nctions <C+O+F= 1> Exclusive Ped Phase
(Oulpuls specinod in Assignable
Ourpurs ar E/127+A+E & F)
RR-1 Delay
0 0
5 0
0 0
RR-1 Clear
EV-A Delay
EV-A Clear
EV-B Delay
EV-B Clear
EV-C Delay
EV-C Clear
EV-D Delay 0
EV-D Clear 0
RR-2 Delay 0
RR-2 Clear 0
Permil _2_4_8
Red Lock _2_4_a
Yellow Lock
Min Recall _2_4_8
Ped Recall _2_4_8
Resl ln Walk
Red Rest
Dual Entry _4_8
Max Recall
Sofl Recall
4 8
Max 2
Cond. Service
Man CnlrlCalls
Yellow Start
Firsl Phases
A rreI o E F
0 1
2 3
4 5
6 7
8 9
B
c
D
E
F
Phase 1 0 0 0 0
Phase 2 0 0 0 0.0
Phase 3 0 10 0 0 0.0
Phase 4 0
0 0
0 0
3 0 0 0.0
Phase 5 't0 0 0 0.0
Phase 6 3 0 0 0.0
Phase 7 t0 0 0 0.0
Phase I 3 0 0 0.0
0 t
2 4
5 7
8 A
B
c
D
E
F
Printed on 3/1212018 2:06 PtI Timing Sheet Version: 233 RV2 Revision: 10430 alr tltP
C*AAA;,,|*

0.0 0.0
0 0

0.0 Nolesl
0 Bv
ffi
=
=

0.0 3
INTERSECTION: 133 7th & Pine Paqe 2 {of 8)
Overlap
1 2 4 5 6 7 8
Load Switch Number 0 0 0 0 0 0 0 0
VehSetl-Phases
VehSet2-Phases
VehSel3-Phases
NeO Veh Phases
Neq Ped Phases
Green Omil Phases
Green Clear Omil Phs
Green Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanoe 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Colunn Numb.6 --t
Overlap Assignments <C+0+E=29>
Colunn Nu.r1,bo6 -->
Configuration <c+o+E=125> Confiquration <C+0+E=125> Specials Extra 1 FladE
I = TBC Typ6 1
2: NEMA En Cood
3-AuloDa,l! Savinoa
7 : Flslh - Cloar Oulputs
8 = Sdn RhC
E(ra 2 Flaos
1 = AWB Ouring lnltial
4 - OuicNoU4 Syltom
EIn!!-!e!E &
PE Non-Loct
2=EVB 6=RR2 3-EVC 7=SEj
4-EVD 8.SE2
lC Solacl Flaos
Prsempt
Priority
<C+0+E=125>
( ' RRI is always High6st,
8nd RR.2 i3 always
Second Hish6sl )
Coordina on
Transition
Minimums
<C+0+C=5>
EV.A 0
EV.B 0
EV.C 0
EVD 0
RR.1 '
RR-2'
SE,1 0
SE.2 0
r
rEzE
ErEzEr

EI EEI EEII
EEAEAEEaEEEEEEEr
EEaEEErEEEEEEEr
r
Exclusive Phases
RR-1 Clear Phases
RR'2 Clear Phases
RR-2 Limiled Service
Prol / Perm Phases
Flash to PE Circuits
Flash Entry Phases
Disable Yellow Ranqe
Disable Ovp Yel Ranqe
Overlap Yellow Flash
EV-A Phases 2
EV-B Phases
EV-C Phases ,t8
EV-D Phases
Extra 1 Confia. Bits 134
lC Selecl (lnterconnect) 2
-
-
E
-
-r
-
EI
-
Exl. Permal 1 Phases
Exl. Permil2 Phases
Exclusive Ped Assrqn
Preempl Non-Lock
Ped for 2P Output
Ped for 6P Output
Ped for 4P Output
Ped for 8P Output
Yellow Flash Phases
Low Priority A Phases
Low Priority I Phases
Low Priority C Phases
Low Priorily D Phases
Restricted Phases
Extra 2 Config. Bits
a
Fast Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passaee
Simullaneous Gap Term
Sequential Timinq
Advance Walk Phases
Delay Walk Phases
External Recall
Start-up Overlap Green
Max Extension
lnhibit Ped Reservice
Semi'Actualed
Start-up Overlap Yellow
Start-up Vehicle Calls
Start-up Ped Calls
Phase 1 0
Phase 2 20
Phase 3 0
Phase 4
Phase 5 0
Phase 6 0
Phase 7 0
Phase 8 5
aI
r
EEaEaEEaErEEEI EI Er
Printed on 3/1212018 2:06 PM Timing Sheet Version: 233 RV2 <C+0+F=2>
Revision: 10430
t._l
-h_r
t_t
F
2 4
E F
-_t
L-
INTERSEC '133 7th & Pino
I
EEEEBr
aEEEEEEr
r
Paae 7 (of8)
Time
g
o o Day of Week
06:00 1
09:00 2 23456
15:00 3
-23456 18:00 2 23/r56
22 100 4 1231567
06:00 2 17
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time .aI! o Day of Week
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time Day of Week
00:00 0
0O:00 0
00:00 0
00r00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
Time lJ- Holidav TvDe
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00r00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
Holiday Tvge
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
o
5 Holiday Tvpe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 0o 0
Time d o Holidav Tvoe
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
T.O.O Funcllons
8 = Oo'rble Enuy
C = Co.dtional S€.vice
E=Bn1-Lo.slOvoEid€
A 4, Disable D6l€clor
OFF Monilor
BllT-O€leclorCouni
an 8 - R€al Time Spril
F = Oti$n Btu 1 ltnu I
Column 4
Phases/Bits
TOD Coordination <c+o+s=o i>
(Bank 1)
TOD
Function
<C+0+7=0.'l> <C+0+E=27> Holidav Dates <c+o+8=1 1>
(Bank 1)
Holidav Events <c+o+g=1 1>
(8ank 1)
O,fs€l S6le.l
B = On3el B
C=Orldc
Monlh Sslsct
TOD Coordination <c+o+9=o 2>
(Bank 2)
Holiday <C+0+7=0 2> <C+0+E=28>
TOD Function
Holidav Datos .c+o+8=1.2>
(Bank 2)
IEEI laIEEEEaErE
EE
EE
E
Phases/Bits
Iirmfifr
III
-
Time !I o Holidav Type
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00r00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
-
Printed on 3/1212018 2:06 PM Timing Sheet Version: 233 RV2 Holidav Events <c+o+9='t.2>
(Bank 2)
Revision: 10430
6 _23456-
0 Pbn Ser€cl
1lhru9.Coordinallo.l
Plan 'l 0rru I
INTERSECTION:'l
Colutnn Nunba.s -->
Coordination - Bank 'l <C+0+C=1>
Ped Adluslmenl 0 0 0 0 0 0 0 0 0
Perm 2 , Starl 0 0 0 0 0 0 0 0 0
Perm 2 - End 0
0 0
0 0 0 0 0 0 0 0 0
Perm 3 - Slarl 0 0 0 0 0 0 0 0
Perm 3 - End 0 0 0 0 0 0 0
Reservice Time 0 0 0 0 0 0 0 0
Reservice Phases
Pretimed Phases 48 18 4 8 _4_8
Max Recall
Perm 1 Veh Phase 48 _48 48 48
Perm 1 Ped Phase _4_8 48 4 I 48
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
Coordination - Bank 2 <C+0+C=2>
3 of
1 = Prcgchmod WALK Tme ror Sync Phases
2: Always Terminale Sync Ph6se Peds
Sync Phases <C+0+C=1>
Laq Phases <c+0+c=1>
l@E
IIaEEEEaEEE
E
E
E
rE
Plan
1 4 5 6 7 I
Cycle Lenath 75 75 75 60 0 0 0 0 0
Phase 1 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 2 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 3 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 4 , Forceoff 30 26 32 26 0 0 0 0 0
Phase 5 - Forcroff 0 0 0 0 0 0 0 0 0
Phase 6 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 7 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 8 - Forceoff 30 26 32 26 0 0 0 0 0
Rinq Offsel 0
40 0 0 0 0 0 0 0 0
Offsel 1 70 ,t3 50 0 0 0 0 0
Offset 2 0 0 0 0 0 0 0 0 0
Offset 3 0 0 0 0 0 0 0 0 0
Perm 1 , End 7 7 7 0 0 0 0 0
Hold Release 255 255 255 255 0 0 0 0 0
Zone Offsel 0 0 0 0 0 0 0 0 0
EE EI
-
Plan 1 - Sync 26
Plan 2 - Sync 26
PIan 3 - Sync 26
Plan 4 - Sync 26
Plan 5 - Sync
Plan 6 Sync
Plan 7 - Sync
Plan 8 - Sync
Plan I - Sync
NEMA Sync
NEMA Hold
Coord Extra
r
IEIII IEIEIEIElrIElrlrE
E
E
E
EI E
EEAEEr
rzUrEEEEEr
@E
IIaEEE
IEIEE
E
E
E
IIE
E
F
Free Lag 2468
Plan 1 - Lao 2464
Plan 2 Lag 246 A
Plan 3 - Laq 216A
Plan 4 - Laq 2468
Plan 5 - Lag
Plan 6 - Lag
Plan 7 - Laq
Plan 8 Laa
Plan I - Laq
External Laq
I
ET
-
EEEE!tEEzEr
Er
EI E
E
r
Printed on 3/1212018 2:06 PM Timing Sheet Ve6ion: 233 RV2 Revision: 10430 7 I
6 0
-
3 4
6 7
8 I
A
B
c
o
E
F
INTERSECT ION: 133 7th & Pine
I
2 3
4 5
7 8
B
c
0 E
F
Paae 6 (of 8)
0 1 2
C1 Pin
Number Allributes Phase(s) Assiqn
39 40
41 42
43 44
457 123
457 6 123
157 4
457 8 123
457 123
157 6 123
15 457 4 123
46 457 8 123
47 457 2 123
48 457 123
49 457 '123
50 157 8 '123
55 157 5 '123
56 I 123
57 457 7
58 t{5 7 3 123
Colunn Nunbo.s
->
4 5 6 7
C1 Pin
N umber
59 60
Attributes Phase(s) Assiqn
457 5 123
457 ,| 123
61 7 123
62 457 3
63 457 123
6,1 457 6 123
65 157 4 123
66 457 '123
67 123
68 6 123
69 2 4 '123
70 75
77 78
79 8 123
457 2
457 5 123
4 '123
_15_7 _ I '123
DetectorAssiqnments <C+0+E=126>
1 3
Delav
Cany0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0
4 Delay
Carry0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0
Enable Rsdirection
(Enable Redireclion = 30)
D
Output Port 'l
Oulpul Pod 2
Output Porl 3
Output Porl 4
Outpd Pon 5
Output Port 6
Output Port 7
Dimming <c+o+E=125>
B
DELAY.A 0
DELAY.B 0
DELAY-C 0
DELAY.D 0
DELAY.E 0
DELAY.F 0
Ped/Phase/Overlap
'l 3 4 5 6 7 8
0 0
0 0 0 0 0 0 0
Don'l Walk 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0
Overlap Yellow 0 0 0 0 0 0 0 0
Ovedap Red 0 0 0 0 0 0 0 0
Redirect Phase Outputs <c+o+E=127>
<Ei 125+D+0>
Max OFF {minutes) 0
Max ON (minutes) 0
<D/0+0+1>
<D/0+0+2>
D€tector Attributes
7 = Callln!
Detector Failure Monitor
D
Number of Digits 0
0 0
0 0
0 0
1 sl Diqil
2 ed Digil
3 ed Digit
4 th Dioit
5 th Digit
6 th Digit
7 th Dioit
8 th Digit 0
I th Diqjl 0
10 th Dioil
11 th Digit 0
12 th Di It
13 rh Di tl
14 rh Di tl
15 rh Di it
0 0
0 0
Del. Assionments Delay Logic Times
<C+0+D=0> (seconds) 1
3 5
6 I
oer s.r 1
D€r ser 2
oot set 3
Oisable Alarm Reportinq
<C/5+F+0>
<C/5+C+0>
<C+0+D=0>
0 1
2 4
5 6
7 Cabinet Type 0
0 1
2 J
4 5
6 7
0 1
3 4
5 6
7 9
B
c
D
E
F
B
c
D
F
Printed on 3/'t212018 2:06 PM Timing Sheet Versionr 233 RV2 Dial-Back Telcphone Number
Revision 10430
0 2
123
2 6
4 457
123

0.0 0.0
Colunn Numba.s -->
Disable Alarms
, - Stop Tim€
7 = OeGclor Failuro
8=
E
Rodial Time (minutes)
(View RedialTimer at E/2+D+6)
o
157
2 457

0.0 t o-o
0 0
Fmil A=hrm [ _-
rkne ll- o I
<C+0+C=5>
INTERSECTION: 133 7th & Pine Paqe 4 (of 8)
0 1
3 4
5 6
7 8
I
A
B
D
E
F
0 ,|
2 3
4 5
7 I
A
s
c
D
E
F
0 ,|
2 3
4 5
6 7
B
c
D
E
F
0 1
2 1
5 6
7 8
I
B
c
D
E
F
Assignable lnputs
Assignable Outputs
<C=0+E=126>
Column 9 Column A Column B Column C Column D Column E Column F Spec. Funct 1 NOT.3 Max 2 Pretimed 0
0 0
Sel Monday 0 Dial 2 o-wi.e) 0 Sim Term 0
Spec. Funct. 2 NOT.4
0 0
0 0
0 Plan 1 Ext. Perm 1 Dial 3 0 wtre) 0 EVA 71
Spec Funcl. 3 0 OR-4 (a)
0 0
0 0
0 0
System Del 2 Plan 2 Offsel 1 (7 w.e) 0 EV.B
Spec. Funct. 4 0 oR-4 (b) Syslem Det 3 Plan 3 0
0 0
0 81
0 Offsel 2 O-wrs) EV-C
72 0
0 74
5l
NAND-3 (a) 0 OR-s (a) Syslem Det 4 Plan 4 0 Sel Clock Offset 3 0-wtre) EVD NAND-3 (b) oR-5 (b) System Det 5 0 Plan 5 Stop Time
NAND 4 (a) 0 OR-6 (a) 0 Syslem Det 6 0 Plan 6 Flash Sense Flash (7.wm) RR.2 NAND-4 (b) 0 oR-6 (b) 0 System Del 7 0 Manual Enable Excl Ped Omil 0 o
rl
0 0
0 0
F)
Spec Event 1
OR-7 (a) Fig 3 Diamond 0 Syslem Det 8 NOT-1 Spec. Event 2 o
o
0 0
0 0
Fia 4 Diamond 0 Max lnhibit (nema) 0
0 0
0 0
0 0
External Alarm NOT 2 Exlernal Lag 0
AND-4 (a) 0 DELAY-A Phase Eank 2 OR-1 (a) AND-1 (a) 0
AND-4 (b) 0 Force B (n6ma) DELAY-B oR-1 (b) 0 AND,1 (b) 0 NAND-1 (a) 0 0 DELAY.C OR-2 (a) 0 AND-2 (a) 0
oR-8 (b)
NAND.2 a
NAND.2 b
0 0 Overla Set 3 oR-2 (b) 0 AND-2 (b) 0
OR-8 (c) 0
C.N.A. tnemal
Hold (nema)
t\,1ax Recall 0 DELAY.E 0 OR-3 (a) 0 AND-3 (a) 0
oR,8 (d) 0 0 DELAY.F 0 oR 3 (b) 0 AND-3 (b) 0
EErEE E E EEEEE
Column I Column A Column B Column C Column D Column E Column F Phase ON - 1 0 Preempt Fail 0 Flasher 0 0 Free NOT.l 0 TOD Out 1 0 0 0
0 Dial 2 o.vMre)
0 0
0 Phase ON - 2 0 Sp Evnt Oul 1 Flasher 1 0 oR-1 TOO Out 2 Dial 3 0 wlrc) Phase ON - 3 0 Sp Evnt Oul 2 0 Plan 2 oR2 TOD Out 3 Offsel 1 (7-wtre) Phase ON - 4 0 Sp Evnl Oul 3 0 Plan 3
0 0
0 0
0 oR-3 TOD Oul4 Offset 2 (7.wre)
Phase ON - 5 0 Sp Evnt Oul 4 0 Plan 4 TOD Out 5 Offset 3 O-wre) 0 Phase ON , 6 Sp Evnl Oul 5 0
0 0
0 0
Plan 5 AND 2 TOD Out 6 0
Phase ON - 7 Plan 6 TOD Out 7 Flash (7,wre) 0
Phase ON - I Plan 7
0 0
0 0
0 TOD Out 8 0 Preempt 0
Ph. Check - 1 NOT.3 Plan 8 0 Low Prio.ity A 0
Ph. Check - 2
o
0 0
0l
0 0
0 ltl
0 o
0 0
NOT.4 Plan I Adv. Warn - 2 Low Priority B 0
Ph. Check - 3 Deteclor Fail oR,4 Spec Funcl. 3 EV.C DELAY A Low Priority C 0 Ph Check - 4 0 Spec. Funct. 1 oR5 0
0 0
0 0
EVD 0 DELAY.B Low Priority D 0
Ph. Check - 5 0 Spec. Funct.2 oR,6 RR,1 DELAY C
0 0
0 0
0 0
Ph. Check - 6 0 Cenkal Conlrol 0 AND,4 RR.2 DELAY-D
Ph. Check - 7 0 Excl. Ped DW 0 Spec. Event 1 DELAY-E
Ph. Check - 8 0 Excl Ped WK 0 0 ORB DELAY-F
EEIEEr
EEEEEE
Revision: 10430
<C=o+E=127>
Prinled on 3/12i2018 2:06 PM Timing Sheet Version: 233 RV2 0 RR.1
NAND.1 (b) SELAY.o--__-l
Plan 8
Plan I
tFhase€a"k 3
lQlerlap Sel 2
0 0
Detector Set 2
Detector Set 3
to
Plan 7
System Det 1
Min Recall
ll o
ll o
0 0
0 tolo
0 o
0 I-o
En. Perm 2
!!!!ning
0 o
0 0
fo
oR-7 (b) -o
OR-7 (c)
oR-7 (d)
OR-8 (a)
0 0
Sp Evnt Out 7
Sp Evnt Out 8
tSteclvent ,
0 NAND.,I
NAND2
Spec. Funct. 4
0 0
0 NAND-3
NAND4
oR-7
Fast Flasher
Fig 3 Diamond
Plan 1
Sp Evnt Out 6
o
@.1 tolo-o0
0 0
0 lo
o
To
0 l- o- to
0 I-o
- oo
0 AND-3 Nor-tFV-A
EV-B
*arng0
0 0
INTERSECTION: 133 7th & Pino Paqe 5 (of 8)
Phase
1 2 3 4 5 6 7 8
Ped Walk 0 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
I\ran Green 0 0 0 0 0 0 0 0
Type 3 Disconnecl 0 0 0 0 0 0 0 0
Added per Vehicle 0.0

0.0 0.0

0.0 0
0 0
0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Exlension 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[,Iax Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limil 0 0 0 0 0 0 0
lvax Limil 2 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Phase Timinq - Bank 2 <c=o+F=2>
Phase Timinq _ Bank 3 <C=0+F=3>
Oavli.htSavinos
Dclg
<Ci 5+2+A>
<C/5+2+B>
<Cl5+2+C>
<C/5+2+O>
<C/5+1+9>
TBC Transition
<C/5+1+A>
Coordinated Lag Hold Phases
<C/5+'l +C>
7-Wire Master
Begin Month 0
0 0
0 Begin Week
End Monlh
End Week
Daylight Savinqs Time
Time 84 Yellow 0.0
Phase Number 0
Advance Warning Beacon - Sign 't
Time 84 Yellow 0.0
Phase Number 0
Advance Warninq Beacon - Sign 2
Long Failure 0.0
Short Failure 0.0
Power Cvcle Correction ioeraurr = o /,
<F/1+0+8>
Min Green Before PE Force Off
<F/1+0+g>
Max Preempt Time Before Failure
<F/1+0+A>
Min Time Betwoen Same Preempts
(Do€s Not Apply To Rairoad Premp0
<E/125+C+8>
Disable Low PrioriW Channel
Max lnitial
Allernate Walk
Altemate FDW
Allernate lnilial
Allernate Extension
Max lnitial
Allernate Walk
Allernate FDW
Allernate lnitial
Alternale Exlension
Alternate Timinq
Tramilion Tvpe
x t lnruX.4 =
lengthin!
Low Pno.ilv
2 = Channol B
<F/1+C+E>
<F h+C+F>
<F/1+D+E>
<F/'l +D+F>
<F/1+0+6>
<Fl1+O+7>
I II B c o Transilion T 0.3
0 1
2 1
7 B
c
D
E
F
Phase 'l 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7
0 0
0 0 0 0 0.0
Phase 8 0 0 0 0.0
L Hold Phases
Sync Output Time 0.0
0 1
2 4
5 6
7 B
D
E
F
1 2 3 4 5 6 7 8
0 0 0 0 0 0 0
Ped FDW
0 0
0 o
td'l

0.0 r'm
m
0 0 0 0 0 0 0
IIin Green 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0
Veh Exlension 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0 0 0 0
l\4ax Limit 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanae 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
EEE@@@
9 B o
Phase 1 0
0 0
0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0.0
Min Time 0
0 Min Time 0
Low Pri Channel
Prinled on 3/1212018 2:06 PM Timing Sheet Version: 233 RV2 Revision: 10430

0.0 Cotunn Nunbers -->
Alt6rnate Timinq
0 0
0 Max Time (minutes)
INTERSECTION: 133 7th & Pine Paae 8 (of 8)
EEaEEE
E
EI EI EI rE
6 8 A B c D F
im Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Oulpul 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
- -
-
-
-
!I
-
-
-
-
II
-
-
I-
-
-
I
FI
TIIT E
-
z r
IrcnlrE II
Noles
Special Event Schedulo .. Table 'l <C+0+E=27>
<C+0+E=28>
<E127+5+F>
Limited Service lnterval
Notes:
<E/28+5+F>
Limited Service lnterval
0 7 I a c D E F
Time EET.I}T Hold Advance Force Off Vehicle Call Permit Phases Ped Omil Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0 II
I EE I:l+lrtII
t-
-
II
-
II
-
-
-
-
lrlr- I-
--
0 Printed on 3/1212018 2:06 PM
Special Event Schedule - Table 2
Timing Sheet Version: 233 RV2 Revision: 10430
6 7
I
I
E
Clear
0 1
2 3
4 5
6 7
8 9
A
B
c
o
E
F
. CITY OF LONG BEACH
19:56:36 8/5/99
6TH at PINE
.. CONFIGURATION DATA ..

Int. : 324
Coord. Net:

Last Change: 2/14/96
<E+E+row> PHASE/BIT: 72345678 <E+F+row> PHASE/BIT: L2345678 <0>
<1>
<2>
<3>
<4>
<5>
<6>
<7>
<8>
<9>
<A>

<c>
<D>
<E>
<F>
cDo

EXCLUSIVE PH
RRl GRN CLR
RR2 GRN CLR
RR2 LTD SERVE

PROTECT PERM

FLH TO PREMPT

FLASH ENTRY

DSABL MIN YEL

DSABL OVP YEL

OLAP FLSH YEL

EMER VEH A

EMER VEH B
EI4ER VEH C
EI4ER VEH D
EXTRA 1 BITS
IC SEL. BITS
EXT. PERM 1
EXT. PERM 2
EXCL. PED
PED 2P
PED 6P
PED 4P
PED 8P

FLASH YELLOW
RESTRlCT
EXTRA 2 BITS
2 4
B
2 2
48 134
4 Col coL L e8
PgDn to view 0verlap Assignments
co3
, CITY OF LONG BEACH
L9:56:37 8/5/99
<C+o+F> = 1
6TH at PINE
.. PHASE FUNCTIONS -.

Enter at <F+F+row>
PHASES: 72345678 <C+O+F> = 2
Int. : 324
Coord. Net:

Last Change: 2/L4/96
PHASES: 12345678
<0>
<1>
<2>
<3>
<4>
<5>
<6>
<7>
<8>
<9>
<A>

<c>
<D>
<E>
<F>
PERMIT

RED LOCK

YELLOW LOCK

VEH RECALL

PED RECALL
PEDS (VIEt.J)

REST IN WALK

RED REST

DOUBLE ENTRY

MAX RECALL

SOFT RECALL
MAX 2

COND SERVE

EXT COND

YELLOW START
FlRST PHASES
24 24
24 24
24 8
B
I
B
B

FAST G FLASH

GREEN FLASH

FLASH WALK
GUAR. PASSAGE
SIMULT. GAP

SEQ'L TIMING

ADVANCED WALK

DELAYED WALK
4 B EXTERN RECALL
I'1AX EXTEN

INH PED RSRV
SEI4I ACTUATED
4 B STRT VEH CALL
2 STRT PED CALL
PgDn to view Dimming Assignments
. CITY 0F L0NG BEACH 6TH at PINE
PHASE BANK 1
19:56:39 8/5/99 -- PHASE TIMING PARAMETERS "-

EBT S/NT
PHASE: <1> <2> <3> <4> <5>
Int. : 324
Coord. Net:

Last Change: 6/02/99
<6> <7> <8>
<0>
<1>
<2>
<3>
<4>
<5>
<6>
<7>
<8>
<9>
<A>

<c>
<D>
<E>
<F>
t"lALK

FLASH D/I,J

MIN INITIAL
TYP 3 LIMIT

ADD/VEH

VEH EXT

MAXIMUM GAP
MIN]MUM GAP

MAX LIMIT
MAX 2

ADV/DLY WALK

PREMT PD CLR

COND SVC MIN

REDUCE EVERY

YELLOI'I

RED CLEAR
01006
014014
02504
0000

0.0 0.0 0.0 0.0

0.0 4.0 0.0 3.5
0 . 0 5.0 0.0 4.5

0.0 2.0 0.0 1.5
045030
045030
0000
050050
0000

0.0 0.5 0.0 0.5

0.0 3.0 0.0 3.0

0.0 1.0 0.0 1.0
<F+col umrrrow>
PgDn to view Alternate Timing
6 L4
4 0

0.0 3.5

4.5 1.5
30 30
0 50
0 0.5

3.0 1.0
0 0
0 0

0.0 0.0

0.0 0.0
0 0
0 0
0 0.0

0.0 0.0
.;
0 0
0 0.0

0.0 0.0

0.0 0
0 0
0 0

0.0 0.0

0.0 ;
0 0
0 0.0
U.U

0.0 0.0
0 0
0 0
0 0.0

0.0 0.0
. CITY OF LONG BEACH
B/5/99
6TH at PINE
.. DETECTOR TIMING .-
Int. : 324
Coond. Net:

Last Change: 2/L4/96
<0>
<l->
<2>
<3>
<4>
<5>
<6>
<7>
<8>
<9>
<A>

<c>
<D>
<E>
<F>
DET. NO. DELAY CARRY
01 02
03 04
05 06
07 OB
09 10
11 1a
i3
L4
15 16
DET. NO DELAY CARRY
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
0 0.0
<see Help (?
t7
18 19
20 2L
22 23
24 25
26 27
28 29
30 31
32 ) fon keystrokes>

0.0 0.0

CITY OF LONG BEACH
79:56:42 B/5/99
6TH at PINE
.- TIME BASE COORDINATION .-
Int. : 324
Coor d. Net:

Last Change: 2/74/96
-- Bank 1 --

TIME PLAN OFS
DOW
7234567
05:30 2A 23456 00:00
08:30 1A 23456 00:00
15:30 3A 23456 00:00 18:30 1A 23456 00:00
22:00 4A 7234567 00:00
05:30 1A 7 7 00:00
00:00 0 00:00
00:00 0 00:00
00:00 0 00:00
00:00 0 00:00
00:00 0 00:00
00:00 0 00:00
00:00 0 00:00
00:00 0 00:00 00:00 0 00:00
00:00 0 00:00
<see Help (?) for keystrokes>
-- Bank 2 --

TIME PLAN OFS
DOW
7234561

EVENT O
EVENT 1
EVENT 2
EVENT 3
EVENT 4
EVENT 5
EVENT 6
EVENT 7

EVENT B
EVENT 9

EVENT A

EVENT B

EVENT C

EVENT D

EVENT E

EVENT F
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
CITY OF LONG BEACH 6TH at PINE
B/5/99 .. TII4E OF DAY FUNCT]ONS . .
- Bank 1 - DOW PH/BIT
<7+event#> TIME FUNCTI0N 1234567 12345678
lnt. : 324
Coord. Net:

Last Change: 2/74/96
- Bank 2 - DOlrJ PH/BIT
TIME FUNCTION 1234567 T2345678

EVENT O
EVENT 1
EVENT 2
EVENT 3
EVENT 4
EVENT 5
EVENT 6
EVENT 7

EVENT B
EVENT 9

EVENT A

EVENT B

EVENT C

EVENT D

EVENT E

EVENT F
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
00:00
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONT
NONE
NONE
NONE
NONE
NONE
00:00
00:00
00 :00
00:00
00:00
00:00
00:00
00 :00
00 :00
00:00
00:00
00:00
00:00
00 :00
00:00
00:00
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE

CITY OF LONG BEACH
19:56:45 B/5/99 COORDINATION SHEET 1
75 Int. : 324
Coord. Net:

Last Change: 8/05/99
PLAN: <1> <2> <3> <4> <5> <6> <7> <8> <9>
<0>
<1>
<2>
<3>
<4>
<5>
<6>
<7>
<8>
<9>
<A>

<c>
<D>
<E>
<F>
10 255
0 CYCLE TII4E
FORCE PH. 1
FORCE PH. 2
FORCE PH. 3
FORCE PH. 4
FORCE PH. 5
FORCE PH. 5
FORCE PH. 7
FORCE PH. B

RING OFFSET

OFFSET A

OFFSET B

OFFSET C
END PERI4 1
HOLD REL.

ZONE OFFSET
75 0
0 0
31 0
0 0
31 0
23 0
0 7
255
0 75
U
0 0
32 0
0 0
JZ
0 6B
0 0
0 0
0 0
0 71,
0 0
7 255
0 0
0 7
255
0 2834
34 60
0 0
0 0
0 0
28 0
4 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 <C+pl a#+row>
6TH at PINE
, CITY OF LONG BEACH
8/5/99
6TH at PINE
COORDINATION SHEET 2
Int. : 324
Coord. Net:

Last Change: 6/02/99
PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLAN 5

PED ADJUST
STRT PERM 2
END PERM 2
STRT PERM 3
END PERM 3

RSRV TIME
*RSERV PHAS
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
*PRET]MED
*MAX RECALL
*PERM 1 VEH
*PERM 1 PED
*PERM 2 VEH
*PERM 2 PED
*PER}4 3 VEH
*PER|4 3 PED
48484848
4 4
B
I
4 4
4 4
B
8 B
B
4 4
B
B
* Indicates Phase F1 ags press '>' for" plans 6 through 9 -->

CITY OF LONG BEACH
B/5/99
6TH at PINE
COORDINATION SHEET 2
PLAN 6 PLAN 7 PLAN 8 PLAN 9
<-- press '<' for" plans 1 through 5
lnt. : 324
Coord. Net:

Last Change: 6/02/99

PED ADJUST
STRT PERM 2
END PERM 2
STRT PERM 3
END PERM 3
RSRV T]ME
*RSERV PHAS
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
*PRET]MED
*MAX RECALL
*PERI'1 1 VEH
*PERM 1 PED
*PERM 2 VEH
*PERM 2 PED
*PERM 3 VEH
*PERM 3 PED
* Indjcates Phase Fl ags
0 0
0 0
0 0
CITY OF LONG BEACH 6TH at PiNE

1.9:57:11 8/5/99 -- MISC. C00RD. PARAMETERS --
SYNC PH. LAG PH.
lnt. : 324
Coord. Net:

Last Change: 6/02/99
I'4ISC.

TRANS ITION U.J

LAG HOLD
SYNC TII'1E
FREE
PLAN 1
PLAN 2
PLAN 3
PLAN 4
PLAN 5
PLAN 6
PLAN 7
PLAN 8
PLAN 9

NEMA SYNC

NEMA HOLD

EXTNL LAG
xxxxxxxx 26262626
xxxxxxxx

XXXXXXXX
xxxxxxxx
Phase
Phase
Phase
Phase
Phase
Phase
Phase
Phase
1 MIN
2 MIN
3 MIN
4 MIN
5 l',lIN
6 MIN
7 MIN
8 MIN
2468
2468
2468
2468
2468
0 0
20 0
E
0 0
0 5
COOR XTRA xxxxxxxx ZoNE <C+o+L> 1
CITY OF LONG BEACH 6TH at PINE
19:57:13 8/5/99 -- MISCELLANE0US TIMINGS --
DELAYED LOGIC TII'18 PREEMPT & MISC

DELAY A

DELAY B

DELAY C

DELAY D

DELAY E

DELAY F
0 0
0 0
0 0
RR1
RR1
EVA
EVA
EVB
EVB
EVC
EVC
EVD
EVD
RR2
RR2
DET
DET
RED
RED
DELAY
CLEAR
DELAY
CLEAR
DELAY
CLEAR
DELAY
CLEAR
DELAY
CLEAR
DELAY
CLEAR
14AXOFF
14AXON
START
RVERT
0 0
0 5
0 0
0 5
0 0
0 0
0 0

0.0 0.0
<D/0+0+1>
<D / 0+0+2>
<F/1+C+0>
<F/1+0+F>
PgDn to view Excl . Ped and Warning Sign tjming
Int. : 324
Coord. Net:

Last Change: 6/02/99
. CITY OF LONG BEACH 6TH at PINE Int. : 324
Coord. Net:
19:57:79 B/5/99 -- DETECTOR ATTRIBUTES -. Last Change: 2/14/96 DET PIN * ATTRIB * PHASES * ASSIGN DET PIN * ATTRIB * PHASES * ASSIGN 1 Z
3 4
E
6 7
B
9 10
11 L2
13 L4
15 16
39 40
47 42
43 44
45 46
47 4B
49 50
55 56
57 5B
45 45
45 45
45 45
45 45
45 45
45 45
45 45
45 45
7 7
7 7
7 7
l
l
l
7 7
7 7
7 7
7 2
4 2
1 45
45 45
45 45
45 45
45 4
4 2
123
6 723
123
I t23
123
6 123
123
B 123
t23
6 123
123
8 123
t23
123
7 123
123
17 18
19 20
21,
22 23
24 25
26 27
28 29
30 31
32 59
60 6L
62 63
64 65
66 67
6B
69 70
76 78
79 7
7 7
7 7
7 7
7 5 123
L23
7 123
t23
t23
6 723
123
I 723
r23 6 r23
723
8 123
123
6 723
723
I 723
3 2 2
5 2
2 2
2 4 4
4 45
45 45
45 7
7 7
7 2
1 3
* Indicates Phase F1 ags
. CITY OF LONG BEACH
79:57:26 8/5/99
6TH at PINE
-. ASSIGNABLE INPUTS ..
lnt. : 324
Coord. Net:

Last Change: 2/74/96
<F>
72 73
74 51
52 0
0 0
0 0
0 0
0 0
n#
<E>
<0>
<1>
DIAL 2
DIAL 3
OFFSET 1
OFFSET 2
OFFSET 3
FREE
FLASH

EX PED OMIT
NOT 1
NOT 2
Reserved

EM VEH A

EM VEH B

EM VEH C

EM VEH D
RAILRD 1
RAILRD 2
SP EVNT 1
SP EVNT 2

EXT LAG
1 1
I
2 3
3 r
;
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
77 <2>
<3>
<4>
<5>
<6>
<7>

<9>
<A>

<c>
<D>
<E>
<F>
OR
OR
OR
OR
OR
OR
a_n .E
1 1
I
I
3 3
AND
AND
AND
AND
AND
AND
<E+co'l umn+row>, Enter C1 (o
PgDn for more
),26 Pseudo ) P 1
. CITY OF LONG BEACH
19:57:33 B/5/99
6TH at PINE
". ASSIGNABLE INPUTS ..
<c>
Int. : 324
Coond. Net:

Last Change: 2/L4/96
<D>
<0>
<1>
<2>
<3>
<4>
<5>
<6>
<7>
<8>
<9>
<A>

<c>
<D>
<E>
<F>
0 0
0 0
0 6t
81 0
0 0
0 0
0 0
0 0

PRETIME
PLAN 1
PLAN 2
PLAN 3
PLAN 4
PLAN 5
PLAN 6
PLAN 7
PLAN 8
PLAN 9

DELAY A

DELAY B

DELAY C

DELAY D

DELAY E

DELAY F
c-l-E = 12
t",EEKDAY
X PERM 1
X PERM 2
DIl,lMING

X CLOCK

STOP TIME

FL SENSE

ADV ENABLE

ADVANCE
ALARM
PH. BANK 2
PH. BANK 3
OLAP SET 2
OLAP SET 3
DET SET 2
DET SET 3
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
6 <E+col umn+row>, Enter C1 (or Pseudo) Pin #
PgUp/PgDn for more
/D =-
-a..nn
1/,/t s
INTERSECTION: 188 Pine & sth
roup Assignment: N NE
Field Master Assignment: 06Field Master 6 3rd \4th\sth-W System Reference Number: 188
Change Record
Chanqe By Dale Chanqe BY Date
Pa e'1 of8
Streel Name ne
E/W Streel Name: 5th
Notes
Last nge
D Number
Zone Number ,|
Area Number ,|
Area Address 188
OuicNet Channel 0 ManualOtfset
Manual Plan
ManualOffset
2 = Ofisot A
3 = Ofiset C
<C/0+0+0>
<C/0+0+1>
<C/0+0+2>
<C/0+0+3> <c/0+A+1>
<C/0+B+1>
<F/1+0+E>
<F/1+0+F>
<F/1+C+0>
Exclusive Walk 0
0 0.0
Exclusive FDW
All Red Clear
<F/1+0+0>
<F/1+0+1>
<F (OuicNet) l1+0+2>
Flash Start 5
Red Revert 5.0
All Red SIarl 5.0
Communication Addresses Manual Selection Start / Revert Times Phase
3 4 6 7 8
0 0 7 0 0 0 0 0
Ped FDW 0 17 0 0 0 0 0
Irin Green 0 10 20 0 '10 0 20
Type 3 Disconnect 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 3.0 4.0 4.0 0.0 0.0 4.0
Max Gap 0.0

0.0 0

4.0 4.0 4.0 0.0 0.0 4.0
Min Gap 2.0 4.0 4.0 0.0 2.0 0.0 4.0
[,ilax Limil 25 0 0
Max Limit 2 0 40 50 50 0 40 0 50
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE N4in Ped FDW 0 50 50 50 0 50 0 50
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.5 0.5 0.5 0.0 0.5 0.0 0.5
Yellow Chanqe 0.0 3.0 3.2 0.0 0.0
Red Clear 0.0 1.0 1.0 '1.0 0.0 1.0 0.0 1.0
Calunn Nunbe.s
->
Phase Timing - Bank'l <c+0+F=1>
lvlax lnilial
Permit _234_6_8
Red Lock 26
Yellow Lock
lvlin Recall _4_8
Ped Recall 3
Rest ln Walk
Red Resl
Dual Entry 26
[4ax Recall
Soft Recall
Ivlax 2
Cond. Service
[,,lan Cntrl Calls
Yellow Start
Fi.st Phases _4_8
Alternate Walk
Alternale FDW
Allernale lnitial
Allernate Ertension
Alternate Timinq <C+o+F=1> Preempt Timinq Phase Fu nctions.C+o+F= 1> Exclusive Ped Phase
(Oulputs sp€dned in Assignabre
ourpuls al Er'l271A+E & F)
B c D F
0 1
2 3
4 5
6 7
8 I
B
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
RR-1 Delay
RR-1 Clear
EV-A Delay
EV-A Clear
EV-B Delay
o
0 0
B
0 o
E
o
EV-8 Clear 0
EV-C Delay
EV-C Clear
EV-D Delay
EV-D Clear 0
RR-2 Delay o
RR-2 Clear 0

EEEEEEEEEEE
2 3
4 6
7 Printed on 4/1/2015 12:53 PlVl Timing Sheet Version: 233 RV2 7 0
0 0.0

4.0 fEt
+
E
r-T___l #
l\ranual Plan
c
D
E
F
0 0.0
1 I8
I_sl td
LE-] lcl lDi
lEl
Fl
5 Revisionr 10430
INTERSECTION: 188 Pine & sth Page 2 (of B)
0 1
2 3
4 5
7 8
I
F
Overlap
2 6 I
Load Swit 0 0 0 0 0 0 0 0
VehSetl-Phases
VehSet2-Phases
VehSel3-Phases
Veh Phases
Neg Ped Phases
creen Omit Phases
Green Clear Omit Phs.

Green Clear 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0-0
Red Clear 0.0 0.0 0.0 0.0 0.0
Column NumbeB
->
Overlap Assignments <C+0+E=29>
F
Fast Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passage
Simultaneous Gap Term
Sequential Timinq
Advance Walk Phases
Delay Walk Phases
ExternalRecall
Start-up Overlap Green
I\,4ax Extension
lnhibit Ped Reservic€
Semi-Actuated
Start-up Overlap Yellow
Start-up Vehicle Calls
Start-up Ped Calls
Specials
Exlra I Flaos
1 = TBC Type 1
3 = Auto O.risht Savinss
7: Flash . Clear Outsuls
I = Splil Ring
Extra 2 Flaos
1 = AWB OunnS lnilial
4 = QuicNeu4 Sysiem
8=
!lp$-!qEE &
PENon od
2-EVB 6=RR2
3=EvC 7=SE1
4-EVD 8=SE2
lC Select Flaos
EV-A
EV.B 0
EV.C 0
EV-D 0
RR.1 '
RR2'
SE.1 0
SE.2
Preempt
Priority
<C+0+E=125>
('RRI is always Hiohesl,
and RR 2 is slw8ys
Second Highesl )
nat on
E
RR-1 Clear Phases
3 RR-2 Clear Phases
RR-2 Limiled SeNic€
Prot / Perm Phases
Flash to PE Circuits
Flash Entry Phases
Disable Yellow Range
Disable Ovp Yel Range
Overlap Yellow Flash
EV-A Phases
EV-B Phases
EV-C Phases
EV-D Phases
Extra 1 Config. Bits 13
lC Select (lnterconnect)
Coluin Nunbe6
->
Configuration <C+0+E=125>
F
Ext. Permit 1 Phases
Fxl Permil2 Phases
Exclusive Ped Assign
Preempt Non-Lock
Ped for 2P Output
Ped for 6P Output
Ped for 4P Output
Ped for 8P Output 3
Yellow Flash Phases
Low Priority A Phases
Low Priority B Phases
Low Priority C Phases
Low Priority D Phases
Restricted Phases
Extra 2 Config. Eits
Configuration <c+o+E=125>
Transition
Minimums
<C+0+C=5>
0 1
2 4
5 6
7 8
B
c
0 ,|
2 3
4 D
E
F
2 Phase 1 0
Phase 2 '10
Phase 3 l0
Phase 4 20
Phase 5 0
Phase 6 10
Phase 7
Phase 8 20
0 1
2 3
4 5
6 7
E
F
Printed on 4/1/2015 12:53 PM Timing Sheet Version: 233 RV2 <c+0+F=2>
Revisionr 10430
A
TB
c
E
0 3 ''.:a4 5 7

0.0 0.0

0.0 0.0 0.0
FI
t_
I
I
T
-T- I-_I l_
il
[_ i-t T _t fl I
I I [----T_-- tr--- T ---T tT
T------- -------T-- l c
0 0
lErcl,rs.,e Ph"t.s
il
il_l T-_t
It1-_
tTil_
_t
il_
il_
t8
L_e lA
TB
lctt
INTERSECTION: 188 Pine & 5th
Plan
1 2 3 4 5 6 7
Cycle Lenqth 75 0 0 0 0 0
Phase 1 - Forceoff 0 0 0 0 0 0 0
Phase 2 - Forceoff 20
47 0
20 20 0 0 0 0 0
Phase 3 - Forceoff 47 47 47 0 0 0 0
Phase 4 - Forceoff 0 0 0 0 0 0
Phase 5 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 6 - Forceoff 20 20 20 20 0 0 0 0
Phase 7 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 8 - Forceotf 0 0 0 0 0 0 0 0
Ring Offset 0 0 0 0 0 0 0 0 0
Offset 1 4 27 0 0 0 0 0
Offset 2
0 20
255
0 0 0 0 0 0 0 0
Offset 3 0 0 0 0 0 0 0
Perm 1 - End 20 20 0 0 0 0
Hold Release 255 255 0 0 0 0 0
zone Offset 0 0 0 0 0 0 0 0
Column Numbets
->
Coordination - Bank 1 <C+0+C=1>
Ped Adiustment 0 0 0 0 0 0 0
Perm 2 - Start 0 0 0 0 0 0 0 0 0
Perm 2 - End
Perm 3 - Start
Perm 3 - End
Reservice Time
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Reservice Phases
Pretimed Phases
l\4ax Recall
Perm 1 Veh Phase 236 236 236
Perm '1 Ped Phase 3 3 3
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
Coordination - Bank 2 <C+0+C=2>
e3 of8
LF
1 = PrcSrammed WAIK Time for Sync Phases
2 = A,wars Teminate SyItc Phase Peds
Sync Phases <c+o+c=1>
F
Free Laq 468
Plan 1 - Lag 2458
Plan 2 Lag 246A
2468
2468
Plan 5 - Lag
Plan 6 - Laq
Plan 8 - Laq
Plan I - Laq
External Lag
Lag Phases <c+0+C=1>
1 2
3 I
5 5
8 9
B
c
D
E
F
1 2
4 5
7 8
B
c
F
1 6
7 I
I
a
c
48 Plan 2 - Sync 48,t8
Plan 4 - Sync ,t8
Plan 5 - Sync
Plan 6 - Sync
Plan 7 - Sync
Plan B " Sync
Plan I - Sync
NEMA Hold
Coord E)dra
-
0 ,|
3 4
8 .l
Timing Sheet Version: 233 RV2
0 0
20 0
0 0
0 0
0 0
't0 0
0 l3
9 o
E
Io
E
lPlan I - Sync
lFlan 3 - E,rc
INEMA sy*--ll--
It_
il
a
2 3
4 5
6 7
8 a
c
D
E
0 0
0 0
0 236
3 Iil T_
I
tr_l
T-
_t_ t_ _+_
t_
l_t
t_t_
-_t
_i
_T_
_+_
5 7
I
t
c
I
E
F
lPlan 3 - Lag
lFb.l - Lrs
lFtanz- Las l
I
lI_
Printed on 4/1/2015 12:53 PM Revision: 10430
INTERSECTION: 188 Pino & sth Paqe 4 (of 8)
7 D
E
F
Column 9 Column A Column B Column C Column D Column E
Spec. Funct. 1 0 NOT-3 0 Max2 0 Pretimed 0 Set Monday 0 Dial 2 Cr,wrc) 0 0 o
Sim Term
Spec. Funct. 2 0 NOT,4 0 Syslem Del 1 0 Plan 1 0 Ext. Perm 1 0 Dial 3 o-wi.e) EV-A Spec. Funct. 3 0 oR4 (a) 0 System Del 2 Plan 2 Exl. Perm 2 Offsel '1 C/-wre) Spec. Funct. 4 0 oR-4 (b) 0 Syslem Del 3 0 Plan 3 0 Dimminq 0 Offset 2 0 wre) 0 EV.C NAND-3 (a) 0 OR'5 (a) 0 Syslem Det 4 0 Plan 4 0 Set Clock Offset 3 0-wrc) 0 EV-D 71 o
o
0 0
0 0
NAND-3 (b) oR,s (b) 0 Syslem Del 5 0 Plan 5 0 Slop Time 82 Free (7-wire) 0 RR-1 51 NAND4 (a) ORS (a) 0 System Oet 6 0 Plan 6 0 Flash Sense 81 Flash i7,!Mre) 0 RR2 NAND-4 (b) oR-6 (b) 0
0 rl
0 ltt
0 tu
o
o
System Oet 7 0 Plan 7 l\.4anual Enable 0 Excl Ped Omil 0 Spec. Evenl 1 0 OR-7 (a) Fiq 3 Diamond System Det 8 0 Plan 8 0 Man. Advance 0 NOT.1 0 Spec. Evenl 2 oR-7 (b) Fig 4 Diamond Max Inhibit (nema) 0 0 NOT-2 0 Extemal Lag 0 oR-7 (c) AND-4 (a) 0 DELAY-A 0 Phase Bank 2 0 OR-l (a) AND-1 (a) oR-7 (d) AND4 (b) Force B (noma) 0 DELAY B 0 Phase Bank 3 oR-1 (b) 0 AND-I (b) 0 0
0 oR-8 (a) 0 NAND-1 (a) C.N.A. tnemal 0 DELAY.C 0 Overlap Set 2 OR-2 (a) 0 AND-2 (a) 0 oR-8 (b) 0 NAND,1 (b) Hold (nema) 0 DELAY D Overiap Set 3 0 0
0 0
0 oR,2 b
oR-3 a
oR 3 (b)
0 AND-2 (b)
OR'8 (c) NAND-2 (a) l\,1ax Recall 0 OELAY-E 0 Detector Set 2 0 AND-3 (a) 0 oR-8 (d) 0 NAND-2 (b) Min Recall 0 DELAY F 0 Detector Set 3 0 AND-3 (b) 0 EEE
EEEE EEEEEr
3 6
7 8
B
D
E
F
D
E
Assignable lnputs
Assignable Outputs
<C=0+E=126>
Column 9 Column A Column B Column C Column O Column E Column F Phase ON - 1 0 Preempt Fail Flasher 0 0 Free 0 NOT.1 0
0 TOD Out 1 Dial 2 o-vvirc)
Phase ON - 2 0 Sp Evnt Out 1 0 Flasher 1 Plan 1 oR-1 TOD Out 2 0 Dial 3 0-wre) 0 Phase ON - 3 0 Sp Evnt Out 2 Fast Flashe. 0 Plao 2 0 oR-2 0 TOD Out 3 Offset 1 o,wre) 0 Phase ON - 4 0 0 Fiq 3 Diamond 0 Plan 3 0 oR,3 0
0 0
Sp Evnt Out 3 TOD Out 4 0 0
Phase ON - 5 Sp Evnt Out 4 0 Fig 4 Diamond 0 0 TOD Oul 5 0 Offset 3 o-wre) 0 Phase ON - 6 Sp Evnl Out 5 0 Plan 5 0 AND-2 0 TOD Out 6 Free {7,wic) Phase ON - 7 Sp Evnt Out 6 0 Plan 6 0 AND.3 0 TOD Out 7 Flash o-wtre) 0 Sp Evnt Out 7 0
0 o
0 0
0 til
o
Phase ON - 8 Plan 7 NOT,2 0 TOD Out I 0 Preempt
Ph. Check - 1 Sp Evnt Out 8 0 NOT,3 Plan 8 0 EVA 0 Low Priority A Ph. Check - 2 NOT 4 0 Adv. Warn - 2 Low Prio.ity B 0
Ph. Check - 3 Delector Fail 0 oR-4 0 EV.C 0 DELAY-A
0 0
0 Low Priority C 0
Ph. Check - 4 0 Spec. Funct. 1 0 oR-5 Spec. Funct. 4 0 EVD 0 DELAY.B Ph. Check - 5 0 Spec. Funct. 2 0 oR,6 NAND.3 0 RR-1 DELAY-C 0 Ph. Check - 6 0 CentralConlrol 0
0 0
AND-4 0 0 DELAY D 0
0 Excl. Ped DW NAND.1 oR-7
oR,8
Ph. Check - 7 0 Spec. Evenl 1 0 DELAY.E
Ph. Check - 8 0 Excl. Ped WK NAND-2 0 Spec. Event 2 0 DELAY F 0 I
I
I
r
r
rErEE
3 B.
,.C
.01
Printed on 4/1/2015 12:53 P[,
<C=0+E=127>
Revision: 10430
0 1
2 3
4 5
Column F
0 7',l
0 0 0 EV.B 72
73 0
52 0
0 Plan I 0 EnernalAlarm
0 0
0 0
1 2
4 1
3 4
5 6
B
c
F,Y
t8
l9
l-F
0 0
0 0
Plan 4 0 AND 1
0 0
0 Plan I EV.B 0
0 0
NAND 4 RR-2
0 il
0 0
0 lo
0 Spec. Funct. 3
0 Effset , 0-w"")
0 0
lo
l-olo 0
0 il
ILo* Prio,it D
Timing Sheet Version: 233 RV2
INTERSECTION: 188 Pine & sth Paoe 5 (of 8)
8,
9 .A
c
D
E
Phase
,| 2 3 4 5 6
Ped Walk 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0
Added per Vehicle

0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0
[,4ax Limit 0 0 0 0 0 0
N,4ax Limit 2 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0
PE N4in Ped FDW 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
ColumD NufibeE -->
Phase Timinq - Bank 2 <C=0+F=2>
1 2 3 I 5 6
Ped Walk
Ped FDW
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
Min Gaeen 0 0 0 0 0 o 0
Type 3 Disconnect 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[4in Gap 0.0
0 0
0 0

0.0 0.0 0.0 0.0 0.0 0.0
f,4ax Limil 0 0 0 0 0 0 0
Max Limit 2 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0
PE Man Ped FDW 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0-0 0.0 0.0 0.0 0.0
Phase Timing - Bank 3 <c=0+F=3>
OaViqhl Savinos
Aclq
<C/5+2+A>
<C/5+2+B>
<Cl5+2+C>
<cl5+2+D>
<C/5+1+9>
TBC Transition
<C/5+1+A>
Coordinated Lag Hold Phases
<C/5+1+C>
7-Wire Master
Begin l,4onth 0
Beoin Week 0
End l\4onth
End Week 0
Dayliqht Savings Time
Time 84 Yellow
Phase Number

0.0 0
Advance Warning Beacon - Sign I
Transilion Tvpe
lenglhing
<F/1+C+E>
<F/1+C+F>
<F/1+D+E>
<F/1+D+F>
Max lnitial
Alternate Walk
Alternate FDW
Allernate lnitial
Altemate Extension
Alternate Timing
Max lnitial
Alternate Walk
Alternate FDW
Alternate lnitial
Altemate Extension
Alternate Timing
Time 84 Yellow
Advance Warninq Beacon - SiEn 2
<F/1+0+6>
<Fl1+Or7>
Power Cycle Correction roerau,r = o zl
<F/1+0+8>
Min Green Before PE Force Off
<F/1+0+9>
Max Preempt Time Before Failure
<F/1+0+A>
Min Time Between Same Preempts
(Ooes Not Apply To Railroad Preemp!)
<E/125+C+8>
Disable Low Priority Channel
B D Transition Type 0.3
o
0 0
0 0
0 0
Phase 1 0 0 0 0.0
Phase 2 0
Phase 3 0 0 0 0.0
Phase 4 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0 0 0.0
EI[EEE
Laq Hold Phases
0 ,,
2 3
4 5
6 7
8 9
B D
Phase 1
0 0
0 0
0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0 0 0.0
Long Failure 0.0
Short Failure Em
Min Time (seconds)
Max Trme (mrnutes) 0
Min Time (secoods)
Low Pri. Channel
Printed on 4/1/2015 12:53 PM
7 8
0 0
0 0.0

0.0 0.0 0.0

0.0 0 0
0 0

0.0 0.0
Low Pdorilv
2 = Channel B
4 = CnannolO
E
7 8
0 0
0 0 0

0.0 0.0

0.0 0
0 0
0 0
0 0.0 0.0

0.0 I ----r---f---r---r
I
0 1F
0 0 0.0
0 r_t
laync outpu-xre lfo.ol
0 lPhase Number-lt o
ll o.o
tB
LqlolE
lF
9 0
0 0
ll- o
lo
r_t
Timing Sheet Version: 233 RV2 Revision: '1 0430
INTERSECTION: 188 Pine & sth Page 6 (of 8)
1 2 3
Cl Pin
Number Altribules Phase s Assi
39 457 2 123
,123
41 42
43 457 1 '123
I 't23
457 't23
457 6 123
457 8 123
123
48 457 6 '123
49 457 4 't23
50 8 '123
55 457 '123
56 457 1 123
457 7 '123
3 123
Column NunbeB *>
DetectorAssiqnments <c+0+E='126>
Delay
Carry0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0
Oelay

0.0 0.0

0.0 0.0
Enable Redirection
(Enable Redireclion = 30)
Ped/Phase/Overlap
1 2 3 4 6 7
0 0 0 0 0 0
Don't Walk 0
0 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0
Phase Yellow 0
0 0
0 0
0 0 0 0 0
Phase Red 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0
Overlap Yellow 0 0 0 0 0
Overlap Red 0 0 0 0 0 0
Cotunn Nunberc -->
Redirect Phase Outputs <c+o+E=127>
<E/125+D+0>
Max OFF (m nules) 0
N.4ax ON (mrnutes) 0
<D/0+0+1>
<D/0+0+2>
7: Calling
Disable Alarms
7 = Deleclor Failure
Detector Attributes
Detector Failure Monitor
D
Number of Diqits 0
1 st Digit 0
2 ed Digil 0
3 ed Diqil 0
4lh Digit 0
5lh Digit 0
6 th Diqit 0
7 th Diqit 0
8 th Diqit 0
9 th Digit 0
10 th Disil 0
11 th Disit 0
12lh Diqit 0
13 th Digit 0
14 th Diqat 0
15lh Digit 0
Dimminq <c+o+E=125>
B
DELAY-A 0
DELAY.B 0
DELAY-C 0
DELAY-D 0
DELAY.E 0
DELAY-F 0
Det. Assiqnments
<C+0+D=0>
<C+0+C=5>
Delay Looic Times
<C+0+D=0> (seconds)
<c/5+F+0>
Disable Alarm Reporting
<C/5+C+0>
Redial Time (minutes)
(View RedialTimer al U2+D+6)
1 2
3 5
6 7
I
Der Ser 1
Der Ser 2
Del. Set 3
IIEE:r
Output Porl 1
Output Port 2
Output Port 3
Output Port 4
Output Port 5
Outpul Port 6
Output Port 7
4 5
0 1
2 4
5 6
7 8
B
1 5 6 7
Assiqn
123
1 5
Phase S
60 59
Altributes
457
lF-l
Cl Pin
Number
123
61 7 '123
62 457 3
63 457 '123
6 65 457 4 123
457 8 123
67 _2_ 3
68 2 3
69 2 3
70 75 457 2
457 6 123
78 457 4 't23
79 B '123
@
B
Printed on 4/1/2015 12:53 PlVl Timing Sheet Version: 233 RV2 Dial-Back Telephone Number
Revisioni '10430
E
F
lBes fo
F
L-:-
L!-
L-!-
E
ls
le
fB
E
457 6
457
2 457 4 123
457 2
457
57 58 457
to
17 44
l10
f--------ll 58
I
il
-=
ll 45 I
--------.f-46-
,| 3

0.0 I
0 0
0 0
0 0
0 frt
lcabinetrype lI o .D,r,,l
c
F
lA
I
lDlr
457
123
64 457
123
2 3
123
457
I
I p"E"t
, N"^.
a-l 4
I 0.0 I 0.0 I o.o I o.o
I o"o
I o.o
I oo
I o-o I o.o
oo I o.o

0.0 0.0

0.0 0-0
t o-o
I o.o
--oo I
o.o
o.o
lcarry 'I or".

0.0 0.0

0.0 I o-o 0.0
I o.o 0.0

0.0 lc
lD
lElr
lR;
lomit Alarm I
Fme lfo l
INTERSECTION: 188 Pine & 5th
4 B
5 6
D
E
Time sL o Day of Week
06 30 2
,t234567
08 30 1 3456
15:30 3 23456
18i30 ,| 23456
22 ..00 E 1234567
00 :00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time !o- o Day of Week
00:00 0 0
00:00 0 0
0 0
00:00 0 0
00:00 0 0
0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time Day of Week
05:30 E 1234567
00:00
00:00 0
00 :00 0
00 :00 0
00:00 0
00:00
00:00 0
00:00 0
00:00 0
00:00 0
00 :00 0
00 :00 0
00:00 0
0 00:00 0
Tme Holiday Type
00:00 0
00:00 0
00:00
00:00 0
00:00 0
00:00 0
00 :00 0
00:00 0
00:00 0
00:00 0
00:00 0
0 00:00 0
00:00 0
00:00 0
Column 4
Phases/Bits
'l
<C+0+7=0.1> <C+0+E=27>
T.O.p. Funcrions
C = Condilional Service
E=Bit1-Lo.alOvedide
Bn4-DisableDetecto.

OFF Monilor
8il 7 - Deledor Count
Bila- RealTimo Splh
F = OutputBits 1 rhru I
TOD Coordination <c+o+9=0.1 >
(Bank 1)
TOD
Function
Column 4
Phases/Bits
Plan Seleci
t lnru9 = Coordinston
Offs€t S€lecr
B = Ofsel A
C = Offset C
Time !
0- o Holidav Type
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00
00:00 0 0
00:00 0 0
00:00
00:00 0 0
00:00 0 0
00:00 0 0
O0:00 0 0
Holiday Dates <c+o+8='t.1>
(Bank 1)
Holiday Events .c+o+g=1 .1,
(Bank 1)
o Holiday Type
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
Uglsseled
TOD Coordination <c+o+9=0.2>
(Bank 2)
Holiday <C+0+7=0.2> <C+0+E=28>
TOD Function
Holiday Dates <c+0+8=1.2>
(Bank 2)
o Holiday Type
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
0000
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
-
-
-
I
I
IE
-
I
-
IE
-
Time s
0-
6 o
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00
00 i00 0 0
00:00 0 0
00:00 0 0
IEEr
IE
-
EE
-
E
-
T
Printed on 4/'l12015 12:53 P[, Timing Sheet Version: 233 RV2 Holiday Events <c+o+g=1.2>
(Bank 2)
Revision: 10430
Paqe 7 (of 8)
0 0
0 00:00
I
t_
lr _l 1-
fEl lEl
00 00 0
0 0
1 2
--i
6 7
I
I
o
E
F
0 0
0 0
I 00:00 | 0 | 0
t-_
00:00
00:00
0 00:00
fa0:-0 T rlf _
il_
0 tFt_
l- t_
0 0
0 rlt _
lo
0 IHoLiday Type
00:00 0
INTERSECTION: 188 Pine & 5th Page 8 (of 8)
0-
1 3
4 B
D
7 8 B
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Oulpul 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 -
-
- -
-
I
- -
-
!ItI
-
-
I
-
--
--
E
-
Notes
Special Event Schedule - Table 1 <C+0+E=27>
6 7 8 9 B D E F
Clear Tme Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Oulput 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
<C+0+E=28>
<E127+5+F>
Limited Service lnterval
Notes
<428+5+F>
Limited Service lnterval
,|
2 3
5 D
E
Special Event Schedulo - Table 2
Timing Sheet Version: 233 RV2 Revision: 10430
2 6
7 8
c D E F
U
_t_l_t_t_
t_
t_
_I
-
t_ I
-
-_
-
_l
t_
ttt
_+-
IT0
4 7
8 I
_t_t_t_t_
l=-
t_
IT_t-_
t_
t_
-
t_
tt_
_t_
-
t-_
IFf_I_
_t_
TE
I
ffoI
P.inted on 4/1/20'15 12:53 PM
'1/,1, )
INTERSECTION: 182 Pine & 4th
Group Assignment: NONE
Field Master Assignment: 06Field Master 6 3rd \4th\sth-W System Rererence Number: 182
Change Record
ch Date Chan e BY Date
5 of8
N/S Street Name: Pine
E/w Street Name: 4th
Lasl se Change
Noles
Drop Number 22
Zone Number 'l
Area Number 1
Area Address 182
QuicNet Channel
Manual Plan
Nlanual Offset
ManualPlan
Maflual Ofls€l
2 = Ofisel B
3 = Oflset C
<c/0+0+0>
<c/0+0+1>
<Clo+0+2>
<C/0+0+3>
<F/1+0+E>
<F/1+0+F>
<F/'1+C+0>
Exclusive Walk 0
Exclusive FDW 0
All Red Clear 0.0
<F/1+0+0>
<F/1+0+1>
<F (QuicNe0 t1+O+2>
Flash Slart 5
Red Revert 5.0
All Red Start 5.0
Communication Addresses Manual Selection Start / Revert Times Phase
2 4 6 7 I
Pe alk 0 0
Ped FDW 0 0
i/ln Green 0 10
7 0 0 0 0 0
't7 0 0 0 0
0 '10 0 20
Type 3 Disconnect 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 3.0 4.0 4.0 0.0 3.0 0.0 4.0
Max Gap 0.0 4.0 4.0 4.0 0.0 4.0 0.0 4.0
Min Gap 0.0 4.0 4.0 0.0 2.0 0.0 4.0
Max Limit 0 25 0 0
Max Limit 2 0 40 50 50 0 40 0 50
Adv. / Delay Walk 0 0 0 0 0 0
PE N4in Ped FDW 0 50 50 0 50 0 50
cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0

0.0 0.0

0.5 0.5 0.5 0.0 0.5 0.0 0.5
Yellow Change 3.2 0.0 3.2 0.0 3.2
Red Clear '1.0 1.0 1.0 0.0 1.0 0.0 1.0
lvlax lnrlial
Permil 23468
Red Lock _2_6_
Yellow Lock
lVin Recall 48
Ped Recall I
Resl ln Walk
Red Resl
Dual Entry _2_6_
irax Recall
Soft Recall
Max 2
Cond. Service
ilan CntrlCalls
Yellow Start
First Phases 48
Alte.nale Walk
Alternale FDW
Alternate ln(ral
Allernate Exlension
Alternate Timing <c+o+F=1> Preempt Timing Phase Fu nctions.c+0+F=1> Exclusive Ped Phase
(Outputs specified in Assi9nable
Oulpuls at E/127+A+E & F)
Colunn Nu,Il,berc
->
Phase Timinq - Bank 1 <c+o+F=1>
I rEET E F
0 1
6 7
I
A
B
c
D
0 0 0 0 0.0
Phase 4
Phase 2
Phase 3
0 0 0 0.0
0 0 0 0 0.0
0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0 0 0.0
RR-1 Delay 0
RR-1 Clea. 0
EV-A Delay 0
EV-A Clear 8
EV-8 Delay 0
0 0
0 0
o
I:I
0 EV-B Clear
EV-C Delay
EV-C Clear
EV-D Delay
EV-D Clear
RR-2 Delay
RR-2 Clear

EEEEEEEE
0 ,i
2 3
4 5
7 B
Printed on 4/'l12015 12:56 PM Timing Sheet Version: 233 RV2 Revision: 10430 0 20

0.0 2.0
0 0
50 <C/o+A+1>
<c/0+B+1>
BV F
-
I
H
---l
0 2
3 4
Phase 1
0 0
o
I
D
E
F
t_t
t_
t_t-_
INTERSECTION: 182 Pino & 4th Paqe 2 (of 8)
0 1
7 I
I
B
c
Overlap
1 3 4 5 6 7 8
Load Switch Number 0 0 0 0 0 0 0
VehSetl-Phases
VehSet2-Phases
VehSet3-Phases
Neg Veh Phases
Neq Ped Phases
Green Omit Phases
Green Clear Omil Phs
Green CIear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanoe 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
I
EI
I
I
I
I
-
I
I-IIII
Column Nunbe/s
->
Exclusive Phases 3
RR-1 Clear Phases
RR-2 Clear Phases
RR-2 Limited Service
Prot / Perm Phases
Flash to PE Ci.cuits
Flash Entry Phases
Disable Yellow Range
Disable Ovp Yel Range
Overlap Yellow Flash
EV-A Phases
EV-B Phases
EV-C Phases
EV-D Phases
Extra 1 Confiq. Bits 13
lC Select (lnterconnect) 2
Cotlnn NudbeB
->
Configuration <c+o+E=125>
F
Fasl Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passage
Simultaneous Gap Term
Sequential Timing
Advance Walk Phases
Delay Walk Phases
Exlernal Recall
Start-up Ovedap Green
Max Extension
lnhibit Ped ReseNice
Semi-Acluated
Start-up Overlap Yellow
Start-up Vehicle Calls
Start-up Ped Calls
Specials
Ftash to PE &
PE Non Lock
2=EVB 6=RR2
3=EVC 7=SE1
4=EVD a=SE2
lC Seleci Flaos
Coordination
Transition
Minimums
<C+0+C=5>
EVA 0
EV.B 0
EVC 0
EV-D 0
RR.1 '
RR,2'
0 0
SE.1
SE.2
Preempt
Priority
<C+0+E='125>
( ' RR-l is always 8iohest,
and RR-2 is alwats
SMnd Highesl )
Enra 1 Flaos
1 : TBC Type 1
2 = NE[,!AEn. Coord
3 = Auto DsyliSht SavinSs
7 = Flash - Clear Outputs
I = Split RinS
Exlra 2 Flaos
1 = AWA Ourino lnfial
4 = OuicNeU4 Syslom
Overlap Assignments <C+0+E:29>
F
Ext. Permit 1 Phases
Ext. Permil 2 Phases
Exclusive Ped Assign
Preempt Non-Lock
Ped for 2P Output
Ped for 6P Output
Ped for 4P Output
Ped for 8P Output 3
Yellow Flash Phases
Low Priority A Phases
Low Priority B Phases
Low Prio.ity C Phases
Low Priority D Phases
Restricled Phases
Extra 2 Confiq. Bits
Configuration <c+o+E=125>
,,.3 r.
:1"
5 A
0 1
B
c
2 Phase 1 0
Phase 2 '10
tr.l
N
0 0
tr.l
Phase 3
Phase 4
Phase 5
Phase 6
Phase 7
Phase 8

ITEI EITE
2 3
4 5
6 7
8 Printed on 4/1/2015 12:56 PM Timing Sheet Ve.sion: 233 RV2 <C+0+F=2>
Revision: 10430
2 3
4 5
D
E
F
0 0.0

0.0 - ffi t_
i o"o
T-T-I
-
I_t
T- t_T_ r:t: t--T: r:
t_T_ r
ll
tt
t_t_t_
tTI
] _
lE
I
il_
il_
il
-
I
t_
il_l
t_- t_-
1 IE;
Loll
INTERSECTION: 182 Pine & 4th
Plan
,l 2 3 4 7 8 I
th
Phase 1 - Forceoff
75 0 0 0 0 0
0 0 0 0 0 0 0 0
Phase 2 - Forceoff 20 20 20 0 0 0 0
Phase 3 - Forceoff 47 47 47 47 0 0 0 0
Phase 4 - Forceoff 0 0 0 0 0 0 0 0
Phase 5 - Forceoff 0 0 0 0 0 0
Phase 6 - Forceoff 20 20 20 20 0 0 0 0
Phase 7 - Forceoff 0 0 0 0 0 0 0
Phase I - Forceoff 0 0 0 0 0 0
Rinq Offset 0 0 0 0 0 0 0 0 0
Ofiset 1 4 27 59 0 0 0 0 0
Offset 2 0 0 0 0 0 0 0
offset 3 0 0 0 0 0 0 0
Perm 1 - End 20 20 10 0 0 0
Hold Release 255 255 0 0 0
Zone Offset 0 0 0 0 0 0 0
Column Nunbers
->
Coordination - Bank 1 <C+0+C='l>
Ped Adjustrnent 0 0 0 0 0 0 0
Perm 2 - Start 0 0 0 0 0 0
Perm 2 - End 0 0 0 0 0 0 0 0
Perm 3 - Start
0 0 0 0 0 0 0 0 0
Perm 3 - End 0 0 0 0 0 0 0 0
Reservice Time 0 0 0 0 0 0
Reservice Phases
Pretimed Phases
Max Recall
Perm 1 Veh Phase 6 23_6 236
Perm 1 Ped Phase 3 3
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
Coordination - Bank 2 <C+0+C=2>
1 = Prcgr€mmed WALK Time fo. Syrc Phases
2 = Always Terminale Sync Phase Pods
e3 of8
E
Plan 1 - Sync 48
Plan 2 - Sync 48
Plan 3 - Sync 48
Plan 4 - Sync 48
Plan 5 - Sync
Plan 6 - Sync
Plan 7 - Sync
PIan 8 - Sync
Plan I - Sync
NEMA Sync
NE[rA Hold
Coord Extra
SYnc Phases <C+0+c=1>
F
Free Lag 2468
Plan 1 - Laq 2468
Plan 2 - Lag 246.8
Plan 3 - Lag 2468
Plan 4 - Lag
Plan 5 - Lag
Plan 6 - Lag
Plan 7 - Lag
Plan B - Lag
Plan I - Lag
Extemal Lag
Lag Phasos <c+o+c=l>
0 1
5 6
7 8
9 B
c
F
5 7
8 D
E
F
0 1
2 5
8 A
B
c
o
0 1
3 4
8 5
B
c
D
E
Printed on 4/1/2015 12:56 P[,4 Timing Sheet Version: 233 RV2 Revision: 10430 20 0
0 0
0 0 0
0 0
U 0 0
0 0 0
20 0
255 0 0 255
0 0
r
tolo
tss lo
Efofr
lz
B
c
r-l lEerl
To'l
l1
HTr
tEEl8
IA
F
fD
IE
rF
4 5
7 E
F
2468 4
lBe! folr
l-,
0 0
0 0
0 0
0 0 0
236
3 3
ffi t_+_ l
E]:
0 l _
t_
T-
:

INTERSECTION: 182 Pine & 4th Paoe 4 (of 8)
7 D
Column 9 Column A n n D
s 0 NOT-3 Max 2 Pretimed Set Monday 0 Dial 2 o-wre) Sim Term S
S
S
c. Funct. 4
Funct. 3
FLrnct. 2
Funct. 1
0 NOT-4 0 System Det 1 0 Plan 1 0 Exl Perm 1 0 Dial 3 o-w.e) EV.A 71 0 OR-4 (a) 0 System Det 2 0 Plan 2 0 Ext. Perm 2 0 Offset 1 0-wre) 0 oR4 (b) 0 Syslem Det 3 0 Plan 3 0 Dimming 0 Offset 2 o-wire) EV,C 73 0 OR-5 (a) 0 Plan 4 0 Sel Clock 0 Offset 3 0-wie) EV-D 74 0 0
NAND-3 (a) Syslem Det 4
System Det 5 [t] RR-1 51
0 0
0 0
Plan 5 0
0 0
o
o
0 NAND-3 (b) 0 oR-s (b) Stop Time
NAND-4 (a) 0 oR-6 (a) System Det 6 Plan 6 Flash Sense E Flash (7,wire) 0 RR-2 52 Manual Enable 0
o
0 0
F)
0 NAND4 (b) 0 oR-6 (b) Syslem Det 7 Plan 7 Excl. Ped Omit 0 Spec. Event 1 oR-7 (a) 0 Fig 3 Diamond System Det 8 Plan 8 l\,4an. Advance NOT-1 0 Spec. Event 2 0 oR-7 (b) Fiq 4 Diamond 0 Max lnhibit (nema) Plan I ExternalAlarm NOT-2 0 ExtemalLag 0 OR-7 (c) AND 4 (a) 0 0 DELAY-A Phase Bank 2 OR-1 (a) 0 AND-1 (a) 0 0 DELAY.B 0 Phase Bank 3 oR,1 (b) 0 AND-1 (b) 0
0 0
0 0
0 0
oR-7 (d) AND4 (b) 0 Force B (nema)
oR-8 (a) NAND'1 (a) 0 C.N.A. (nema) 0 DELAY-C 0 Overlap Set 2 OR'2 (a) 0 AND'2 (a) 0 oR,8 (b) NAND-1 (b) 0 Hold (nema) 0 DELAY-O Overlap Set 3 0 oR-2 (b) 0 AND-2 (b) 0 oR-8 (c) NAND-2 (a) 0 [/ax Recall 0 DELAY-E 0 Deteclor Set 2 OR-3 (a) 0 ANO-3 (a) 0 oR-8 (d) NAND,2 (b) 0 N,tin Recall 0 DELAY-F 0 Detector Set 3 0 oR,s (b) 0 AND-3 (b) 0 r
r
rEEEEE

EEEEEE EEEEE
0 1
2 4
6 7
D
4 B
Assignable lnputs <C=0+E=126>
Column 3 Column A column B Column C Column O Column E Column F Phase ON - 1 Preempt Fail 0 Flasher 0
Flasher'1
Fast Flasher
Free 0 NOT-1 0 TOD Out 1 0 Dial 2 o,wtre) 0
0 0
Phase ON - 2 Sp Evnt Out 1 0 0 0 oR-1 0 TOD Out 2 0 Dial 3 0 wre) Phase ON - 3 0
0 0
Sp Evnt Oul 2 0 Plan 2 0
0 0
0 0
0 0 TOD Out 3 0
0 0
0 0
0 0
0 Offset 1 o,wire)
Phase ON -4 Sp Evnt Out 3 0 Fig 3 Diamond 0 Plan 3 oR-3 0 TOD Out 4 Offset 2 0 wre) 0 Phase ON - 5 Sp Evnt Out 4 0 Fig 4 Diamond 0 Plan 4 AND-1 0 TOD Out 5 Otfset 3 0-\Mrc) 0 Phase ON - 6 0 Sp Evnt Out 5 0 Plan 5 AND-2 0 TOD Out 6 Free (7-w.e) 0 Phase ON - 7 0 Sp Evnt Out 6 0 Plan 6 ANO-3 0
0 0
0 0
0 TOD Out 7 Flash o,vM€) 0
Phase ON - 8 0 Sp Evnt Out 7 0
0 0
0 0
Plan 7 NOT.2 TOD Out 8 Preempt 0
Ph. Check - 1 0 Sp Evnt Out 8 NOT-3 0 Plan B 0 EV.A Low Priority A 0 Ph. Check - 2 NOT-4 0 0 EV,B Adv. Warn - 2 Low Priority B 0 Ph. Check - 3 0 Detector Fail oR-4 0 Spec. Funcl. 3 0 EV.C DELAY A 0 0 0
Low Priority C 0
0 Spec. Funct. 1 oRs 0
0 0
0 0
Spec. Funct. 4 0 EV-D DELAY B Low Priority D 0
Ph. Check - 5
0 0
Spec. Funcl.2 oR-6 NAND.3 0 RRl DELAY-C
Ph Check - 6 CentralConkol 0 AND 4 RR-2 DELAY-D
Ph. Check - 7 Excl. Ped DW NAND.l oR-7 0 Spec. Event 1 DELAY E 0 Ph. Check - 8 0 Excl. Ped WK 0 NAND 2 oR-8 0 Spec. Event 2 DELAY.F 0 Assignable Outputs
B
_9-
rtrE -rPrinted on 4/1/2015 12:56 PM
<C=0+E=127>
2 3
,14'
5 6
I
Column C Column El C6lumn F
0 0 0 0
72 0
0 0
0 0 0
0 0
0 0
0 Plan 1
0 oR,2
0 0 Plan I
Ph Check - 4 0
0 NAND 4 0
0 0
0 tLo
Ll_ l2
F
L_s
Lj Lr l8
l9
f^
Timing Sheet Versioni 233 RV2 Revisionr'10430
INTERSECTION: '182 Pine & 4th Paoe 5 {of 8)
8 Ped Walk
Ped FDW
Min Grcen
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ivlax Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N4in Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limil 0 0 0 0 0 0 0
Max Limit 2 0 0 0 0 0 0 0
Adv. / Delay Walk 0
0 0

0.0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cotunn Nunbe6
->
Phase Timing - Bank 2 <c=0+F=2>
1 Ped Walk
Ped FDW
[,'t n Green
T 3 Dlsconnect
0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 o
Added per Vehicle 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nrlax Limil 0 0 0 0 0 0 0 0
Max Limit 2 0 0 0 0 0 0 0
Adv. / Delay Walk 0
0 0
0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Phase Timing - Bank 3 <c=o+F=3>
DavliohtSavinos
oatg
<C/5+2+A>
<C/5+2+B>
<c/5+2+C>
<C/5+2rD>
<C/5+'l+9>
TBC Transition
<Ci5+1+A>
Coordinated Laq Hold Phases
<c/5+'1+C>
7-Wire Master
Begin Monlh
Beqin Week 0
End Month 0
End Week 0
Dayliqht Savinqs Time

0.0 Advance Waminq Beacon - Sign 1
Time 84 Yellow 0.0
Advance Warning Beacon - Sign 2
Max lnilial
Alternale FDW
Altemate lnitial
Alternate Extension
Alternate Timing
ilax lnitial
Alternate Walk
Alternate FDW
Alternate lnitial
Alternate Extension
Alternate Timing
Transition Tvoe
x.1 thru x.4 =
le.gtlin0
Long Failure 0.0
Short Failure
<F/1+C+E>
<F l1+C+F>
<F/1+D+E>
<F/1+D+F>
<F/1+0+6>
<Fl1+0+7>
Power Cycle Correction {oeraurr = 0.7)
<F/1+0+8>
Min Green Before PE Force Off
<F/1+0+9>
Max Preempt Time Before Failure
Min Time Between Same Preempts
(Does Nol Apply To Rairoad PreemPl)
<E/12s+C+8>
Disable Low Priority Channel
Phase '1 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0
0 0
0 0
0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0.0
Hold Phases I
Sync Output Time 0.0
0 1
2 5
Phase'1 0 0 0 0.0
Phase 2 0 0 0 0.0
0 0
0 Phase 3 0 0 0 0.0
Phase 4 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0 0.0
0 0 0 0.0
Min Time (secrnds) 0
Max Time (minutes) IE
Min Time seconds)
Printed on 4/1/2015 12:56 PM Timing Sheet Version: 233 RV2 Revision: 10430 tl-fA 116--l c D fr--tr. T*e -no:
lE;;t
l0
lllTl3lr
Ts
LLl7l8
lsfAf"tE
lD
IE
rF
Phase
1 2 3 4 5 6 7
0 0
0 0.0

0.0 0
0 0
0 0.0 0.0
f---T_---tT I
lo
ll o.o
0 0
0 0
0 ',42 :....4 5, 7 8
0 0
0 0

0.0 0.0

0.0 0.0
0 0
0 0
[owPnontv
0 lTime 84 Yellow I
lPhase Number I 0
lPhase Number ll 0
3 4
7 B
lc
TD
IE
lF
I ', B c 'D
0 0
lPhase 8 0
Io.oI
lTo
ILow PrL charil.d IT
-
INTERSECTION: 182 Pine & 4th Paoe 6 (of 8)
1 7
8 9
0 n
C1 Pin
Number Attributes Phas s
39 457 2 123
40 123
41 457 '123
4 7 8 '123
43 457 123
44 457
45 4 123
457 8
123
48 457 '123
49 457 4
50 157 8 123
55 457 '123
56 457
457 123
58 457 3
E
Iil
Cotumn Nunbars ->
4 5 6 7
C1 Pin
Number Allributes Phase(s) I Assiqn
59 457 5 123
60 457 't23
457 7 '123
62 '123
63 64
65 457
457 123
457 '123
66 457 I 123
67 3 '123
2 2 3 123
3 123
76 457 123
77 78
79 45? 6
157 123
157 8 123
DetectorAssignments <C+0+E=126>
1 3
Oelay
Catry0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0
2 4
Delay
Carry0.0 0.0

0.0 0.0

0.0 Ped/Phase/Overlap
1 2 7 8
0 0
0 0 0 0 0 0
Don't Walk 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0
Overlap Yellow 0 0 0 0 0 0
Overlap Red 0 0 0 0 0 0
ColunnNunbo6-->
Redirect Phase Outputs <c+o+E=127>
Del. Assiqnments
<C-r0+D=0>
<E/'125+D+0>
Enable Redirection
(Enable Redirection = 30)
Max OFF (minutes) 0
Max ON (minutes) 0
Detector Failure Monitor
o
Number of Digits 0
'l st Disit 0
2 ed Digit
3 ed Dagit 0
4 th Disit 0
5 th Digil
6 th Diqit 0
7 th Digit 0
8 th Digil 0
9 th Disit 0
10 th Digit 0
'l1 th Digit 0
'12 th Oigit 0
13 th Diqit 0
0 0
14 th Digit
15 th Digit <C+0+C=5>
D
Oulput Port 1
Output Port 2
Output Port 3
Oulput Port 4
Output Port 5
Output Port 6
Output Port 7
Dimming <c+o+E=125>
B

DELAY A

OELAY-B
DELAY.C
0 0
0 DELAY.D 0
DELAY E 0
DELAY.F
Delay Logic Times
<C+0+D=0> (seconds)
<Ci5+F+0>
Disable Alarm Reporting
<C/5+C+0>
<D/0+0+1>
<D/0+0+2>
Detector Attributcs
1 2
3 5
6 7
8 Calling
Disable Alarms
7 = Oetector Failure
1 : Oet Set 1
2: Det. Sel 2
3 = Det. Set 3
6 = Failurc - Min Recall
7 = Failure - Ma, Re.all
Redial Time (minutes)
(View Redial Timer at g2+D+6)
Cabinet Type
0 1
2 3
4 6
7 1
B
c
D
E
F
F
Time E
Timing Sheet Version: 233 RV2
Dial-Back Telephone Number
Revisionr 10430
EIBfc'
l- DIErF
F;
I
457
4 42
2 6 't23
457
123
457 2
6 123
5 1
57 7
-1d
47 -t
I a"krt", N"*

0.0 0.0
4 0 0
0 0
0 0
0 lo
E;
Iq
Ll l2
l3f4
l-s
[6l7
ll o
1 61
457 3
123
4 2
3 69
2 2
't23
68 70
0 0
lo.ol t o-o To.o l
o^o-fao I
oo I oo
oo I o.o
o.o I o.o l
o.o I o.o
ton
I o.o
f!-o I o-o I o.o I o.o
I- o"o
Tor I o.o
for

0.0 0.0
0 lD
tB
lc
E;
TrIffilt AErm I
Printed on 4/1/2015 12:56 PlVl
INTERSECTION: t82 Pine & 4th Paoe 7 (of 8)
s
Time (I o Day ofweek
:30 2 1234567
08:30 1
3 A
A
A
23456
18:30 1 23455
22 :00 E 1234567
00:00 0
o0:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
EEE
Day of Week
05:30
00:00 0
0 00:00
00:00 0
00:00
00:00 0
00:00 0
00:00 0
00 :00 0
00:00 0
00:00 0
00:00 0
00:00 0
00 :00 0
00:00 0
o
a
Holiday Tvoe
00 0
00 00 0
00 00 0
00 0
00 00
00 00
00 00 0
00 00 0
00 00 0
00 00
00 0
00 00 0
00 00 0
00 00 0
00 00
00 00 0
00 00
00 00
00 00
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
Time !
(I o Holiday Type
0 0
00:00 0
00:00 0 0
00:00 0 0
0 0
00:00 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time s
0- o
0 0
00:00 0 0
00:00
00:00 0
00:00 0 0
00:00 0
00:00 0
00:00 0 0
00:00 0
00:00 0
00:00 0
00:00 0
00 r00 0
00i00 0 0
0 00:00
T.O.p. Functions
8 = Doubls Enlry
C = Conditional SeMce
E. Bii I - Local Ovenide
Bii zt - Disable oeteclo.

OFF Monitor
BitT-Dolectorcounl
Bil 8 - Real]_ime Splil
F = Ouiput Bitl I lhru 8
Column 4
Phases/Bits
1 TOD Coordination <c+o+9=0.1 >
(Bank 1)
TOD
Function
<C+0+7=0.1> <C+0+E=27>
Column 4
Phases/Bits
Plan Sel€ct
t htu 9 = Coordination
Offsel Selocl
B = Offsel B
C = Ofis€t C
Holiday Dates .c+o+B='l .1>
(Bank 1)
Holiday Events <c+o+g:1 1>
(Bank 1)
Time
q
I
6 o Day ofWeek
0:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 r00 0
00:00 0 0
00:00 0 0
00:00 0 0
TOD Coordination <C+0+9=0 2>
(8ank 2)
Monlh Select
Holiday <c+0+7=0 2> <C+0+E=28>
TOD Function
Holiday Dates <C+0+8=1.2>
(Bank 2)
Time Holiday Type
00:00
00:00
00:00 0
00:00 0
00:00 0
00 :00 0
00 :00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00
-
-
-
-
Printed on 4/1/2015 12:56 PM Tjming Sheet Version: 233 RV2 Holiday Events <c+o+g=1 2>
(Bank 2)
Revision: '10430
LclD
lE
lF
IE; FTTf2
F
l5t{l7l-t ls
lA
l-"
23456
15:30
0 0
0 00:00
0 IE-ltlB4567
Trme
0 I-t-_
00 00
0 0
o
00 llto
[_
I
[_
00 :00
0 0
to
l_
o( 0t
00 00 0
T---r---r--] lslIl€ -0dl-00ro1f_
lo
lo
lo
Il]6tdtlvpe]
il_
0 0
00:00
0 It_
To
0 100:00 | 0
0 0
00:00
0 loll
sl ol
Holiday Tvpe
lo
lo
lo
Lqlo
E
ot o(
INTERSECTION: 182 Pine & 4th Paoe 8 (of 8)
4 I
F
6 7 8 I B o E F
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Ornrl 0 0
0 0
0 0
0 0
0 0
0 0
0 0
-
Special Event Schedule - Table I <C+0+E=27>
<C+0+E=28>
<E|27+5+F>
Limited Service lnterval
Noles
<E/28+5+F>
Limited Service lnterval
0 0
1 B
7 ,9 -,- c
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit OutDUt 0 0
0 0
0 0
0 0
0 0
0 0
0 II 0
-
Printed on 4/1/2015 12:56 PM
Special Event Schedule - Table 2
Timing Sheet Version: 233 RV2 Revasion 10430
Ouloul
0 0
I
I
t-_
I
l-
_ l t-_ FI
r
T
t_
t_t_ I-
-, l
-_ ]
t_
t_F- t:-
t---
t_
t
r
_t_
_t_1 t_
-:-_-t _+:
t_
t_+- t
TNotes:
7 -9" r19
:D
,,E
]lF
6 8 B o E F
0 0
FI
[_
FI
t_ t_ t_t_
_t_ t_
E
t _I_ I
t_t_ t_
I
tt_
I
-
t_
I
T- I
T
It_ t_
0 INTERS CTION: Pine Broadwa
Group Assignment N{NE
Field Master Assignment: Field Master 12 Broadway
Syslem Reference Number: '174
cm
Chanqe BV Date Cha B Date
Lasl Database Change: 5/31/20110:00
of8 N/S Street Name: Pin€
E/vV Street Name: Broadway
Notes c-w@ 7 2-l/ 1?z-
<c/0+0+0>
<C/0+0+'1>
<C/0+0+2>
<c/0+0+3>
ManualPlan
Manual Oflsol
Drop Number 2: Oftset a
Zone Number 1
Area Number ,|
Area Address 174
QuicNet Channel 0
Manual Plan
ManualOffset
Flash Start 0
Red Revert
All Red Start

5.0 5.0
Start / Revert Times
Exclusive Walk 0
Exclusive FDW 0
All Red Clear 0.0
Excluslve Ped Pha
(Oulputs sp6d,ied in Ars,gnabh
cuputs ar FJ127+A+E A F)
(QuicNet)
<C/o+A+1>
<c/0+B+1>
<F/1+0+E>
<F/1+0+F>
<F/'1+C+0>
<F/1+O+0>
<F/1+0+1>
<Fl'l+O+2>
sb
Communication Addresses Manual Selection
Phase Timing - Bank- <C+0+F='1>
[rax lnitial
Alternate Walk
Alternate FDW
Alternate lnitial
Altemate Extension
Alternate Timing <c+o+F=1> ng --Phase Fu nctions <c+o+F=1> RR-1 Delay 0
RR-1 Clear 0
EV-A Oelay 0
EV-B Delay 0
EV-B Clear 0
EV-C Delay 0
5 EV-D Delay
0 0
EV-D Clear
RR-2 Delay
RR-2 Clear 0
Permit _2_4567A
Red Lock 456 8
Yellow Lock
Min Recall _2_1_6_ ,
Ped Recall 246
Rest ln Walk
Red Resl
Dual Entry
Max Recall
Soft Recall
Max 2
Cond. Service
Man Cntrl Calls
Yellow Starl
Flrsl Phases 26
0 1
I
9 A
E
F
2!g ycttoot,filNtAp,
lltt1o Otl
Printed on t27l2011 10:.10 AM
B c E
0 1
2 3
4 7
I
E
F
Phase
,| 2 3 4 6
EB S8 EBL BK SBL NB
Ped Walk 0 118 0 7tt 0 0
Ped FDW q14 0 t5l/ 0 q'g -YJt"
Min Green 0 20 0 '10 10 6
Type 3 Disconnect 0 0 0 0 0 0 0
Added per Vehicle 0.0

0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 4.0 0.0 3.0 3.0 3.0. 2-0
Max Gap 5.0 0.0 3.0 3.0 2.0 4.0
Min Gap 0.0 3.0 0.0 2.0 3.0 2.O 2.O
Max Limit 50 0 40 20 40 t0 40
l\4ax Limit 2 0 45 40 15 45
Adv. / Dela
PE Min Ped FDW
Cond Sorv Check
Reduce E
0 0 0 0 0 0
0 50 0 50 50 50 50
0 0 0 0 0 0 0 0

0.0 0.5 0.0 0.5 0.5 0.5
Yellow Chanae' 0.0 1.2 0.0 3.0 3.0 3.0 3.0

0.0 r i.o 0.0 1.0 1.0 l't.o 1.0 1:0
0 0
Phase 1 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0
0 0 0 0 0.0
Phase 7 0 0 0.0
Phase 8 0 0 0 0 0.0
j,t"
1,v
Taming Sheet Version: 233 RV2
Preempt Timi
Revision: 10713
)
i
C.tunn Numbars
->
+-
Lcl F
6 B
D
7 ',ly 7v
0 0
7 10
0 3-0

4.0 0
..0 60 20
0 0
50 0.5 0.5

3.2 Red Clea.
0 0
0 EV-A Clear
EV-C Cleer
0 3
I
7 B
c
D
,l
INTERSECTION Paqe 2 (of 8)
Overlap
1 2 3 4 5 6 7 I
Load Switch Number 0 0 0 0 0 0 0
VehSell-Phases
VehSel2-Phases
VehSel3-Phases
Neg Veh Phases
Neq Ped Phases
Green Omit Phases
Green Clear Omit Phs.

Green Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanqe 3.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0
Overlap Assignmenls <C+0+E=29>
F
Exl. Permit 1 Phases
Exl. Permit 2 Phases
Exclusive Ped Assion
Preempt Non-Lock
Ped for 2P Outpul 2
Ped Ior 6P Output 6
I
Ped for 4P Outpul
Ped for 8P OutpLrt
Yellow Flash Phases
Low Priorily A Phases
Low Priorily I Phases
Low Priority C Phases
Low Priority D Phases
Extra 2 Config. gils
Configuration <c+o+E=125>
Fast Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passaqe
Simullaneous Gap Term
Sequeolial Timing
Advance Walk Phases
Oelay Walk Phases
EnernalRecall
Slart-up Overlap creen
lnhibit Ped Reservice
Semi-Actualed
Start-up Overlap Yellow
Start-up Vehicle Calls
Stiart-up Ped Calls
Specials
En6 r Fbos
3 : Auto Oariohl Savhqs
7 ; Flash . Clqar Outputs
6 = Spft RinO
Ert6 2 Fraos
6=
ftesrle-eE a
PE Non-L@k
2=EVB 6=RR2
3:Evc 7=SE1
4: EVO 8: SE 2
lC Selecr Fl&s
reempt
Priority
<C+0+E=125>
( ' RR.1 is alwaF H'gn st,
and RR-2 b al*ays
Second High.sl )
nat on
E
Exclusive Phases
RR-1 Clear Phases
RR-2 Clear Phases
RR-2 Limited Service
Prot / Perm Phases
Flash to PE Circuits
Flash Entry Phases
Disable Yellow Range
Disable Ovp Yel Ranqe
Overlap Yellow Flash
EV-A Phases 25
EV-B Phases
EV-C Phases ,t8
EV'D Phases
Extra 1 Confiq. Bits
lC Select (lnterconnecl) 2
Configuration <c+0+E=125>
Transition
Minimums
<C+0+C=s>
EV.A 0
EV.B 0
EV.C 0
EV.D 0
RR.1 '
RR.2 '
sE-1 0
SE.2 0
0 'I
2 3
4 5
6 7
8 B
c
D
E
F
Phase 1 0
Phase 2 10
Phase 3 0
Phase 4 10
Phase 5 7
Phase 6 10
Phase 7 6
Phase 8 10
Printed on 5/2712011 10:10 A[4 Timing Sheet Versiont 233 RV2 <C+0+F=2>
Revision: 107'!3
ril
lll-n
HH
E
L_!_l
H
lcl
ElFl
0 -r_
t_
ffi L-
_t r _'l
f_'l r:-l
7 13
_1_
Resiricted Phases
I\rax Extension
2 I
E;I
H
E
H
HfDl
lEl
lFl
G;;I
F121
l3l
lrl
H
l7l
L!l
ts
B]
lDl til lFl

INTERSECTION
4IBcDEF
12 3
4 5
6 7
9 Len 75 75 75 75
0 0
0 0
0 Phase 1 - Forceoff
0 00
00 0
0 0
0 Phase 2 - Forceoff
0 0
0 0
0 0
0 0
0 Phase 3 - Forceolf
0 00
0 0
0 0
0 0
Phase 4 - Forceoff 34 34
0 0
0 0
0 Phase 5 - Forceoff 48 48 48 48
0 0
0 0
0 Phase 6 - Forceoft
0 0
00 0
0 0
0 0
Phase 7 - Forceolf 34 34 34
0 0
0 0
0 Phase 8 - Forceoff 24 24 24 24
0 0
0 0
0 Offset
0 00
0 0
0 0
0 0
Offsel
1 66 13 70 66
0 0
0 0
0 Offsel 2
0 00
0 0
0 0
0 0
Offsel 3
00 0
0 0
0 0
0 Perm 1 ' End
7 7
7 0
0 0
0 0
Hold Release 255 255 255
0 0
0 0
0 Zone Offset
0 0
0 0
0 0
0 0
0 Paqe 3 (of 8)
Coo.d ErlE
1 . Progrgnmd WAll< lim ,or Sync pMses
2 : Akats Tomi Ete Sync Phase Peds
Coordination - Bank 'l <C+0+C=1>
Ped Adjustment
0 0
0 0
0 0
0 0
0 Perm 2 - Start
0 00
0 0
0 0
0 0
Perm 2 - End
00 0
0 0
0 0
0 0
Perm 3 - Start
0 0
0 0
0 0
0 0
Perm 3 - End
0 00
0 0
0 0
Reservice Time
00 0
0 0
0 0
0 0
Reservice Phases
Pr6timed Phases 48 48 48 ,1
8 Max Recall
Perm 1 Veh Phase 45 7a 45 7A 45 78 45 78
Perm 1 Ped Phase 48 48 48 48
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
Coordination - Eank
2 <C+0+C=2>
E
Plan 1 - Sync
6 Plan 2 - Sync 26
Plan 3 - Sync -26
Plan 4 - Sync 26
Plan 5 - Sync 26
Plan 6 - Sync
Plan 7 ' Sync
Plan I - Sync
Plan I - Sync
NEMA Sync
NEMA Hold
Coord Extra
Sync Phases <C+0+C=1>
Free Lag 2467
Plan 1 - Laq '2467
Plan 2 - Laq 2467
PIan 3 - Lag 2167
Plan 4 - Laq 24 67
Plan 5 - Lao
Plan 6 - Laq
Plan 7 - Laq
Pian 8 - Lag
Plan I - Laq
Exlernal Lag
Lag Phases <c+o+c:1>
0 'I23456789BcDEF
012356D
458IBcDEF
01234678IBcDE
8 -=- DE
Printed on 5/2712011 10:10 At4 Timing Sheet Version: 233 RV2 Revision: 10713 I 34 34
34 0
7 0
0 0
I;J
lol in
l2l
l3l
f5-l l6l
l7l
l8l 7 @Tol
11 ai1
lF
lol in
l2l
l3l
T1l
GI
467
)

INTERSECTION
0 1
2 3
4 5
6 7
I
c
D
F
aqe 4 (of 8)
Column I Column A Column B Column c Column D Column E Column F Spec. Funct. 1 0 Max 2 0 Set Monday 0 Dial 2 (7,wtre) Sim Term 0 Spec. Funct. 2 0 NOT.4 0
0 0
0 Plan 1 0 Ext. Perm I 0 Dial 3 o,wne) 0 EV.A
Spec. Flnct. 3 0 oR-4 (a) System Oet 2 Plan 2 Ext. Perm 2 0 Of[set 1 0 wne) EV-B 72 73 Spec. Funct.4 0 oR-4 (b) 0 System Det 3 Plan 3 0 Dimm nq 0 Offset 2 o.wie) EV-C NAND-3 (a) 0 oR-s (a) 0 System Det 4 Plan 4 0 Set Clock 0 a2
81 Offset 3 (7.wtre) EV.D 74
NAND-3 (b) 0 oR"s (b) 0 System Det 5 0 Plan 5 0 Slop Time RR.I 51 NAND-4 (a) 0 OR-6 (a) 0 System Del 6 0 Plan 6 0 Flash Sense Flash 0-wie) RR.2 52 NAND-4 (b) 0 oR-6 (b) 0 0 0
ManualEnable 0 Excl. Ped Omit 0 Spec. Evenl 1
OR"7 (a) 0 Fig 3 Diamond System Det 8 Plan 8 0 NOT.1 0 Spec Event 2 0 oR-7 (b) 0 Fig 4 Diamond 0 Plan I Exlemal Alarm 0 NOT.2 0 0 0
ExlernalLag 0
OR-7 (c) 0 AND-4 (a) 0
0 DELAY.A 0 Phase Bank 2 0 OR-1 (a) AND-1 (a) 0
oR-7 (d) 0 Force B (nema) 0 DELAY.B 0 Phase Bank 3 0 oR,1 (b) AND-1 (b) 0 OR-8 (a) 0 NAND-I (a) 0
0 0
0 OELAY,C 0 Overjap Set 2 OR-2 (a) 0 AND.2
AND,2
0 0 NAND-1 (b) 0 DELAY.O 0 Overlap Set 3 0 oR-2 (b) 0 0 oR-8 (c) 0 NAND-2 (a) l\,4ax Recall 0 DELAY.E 0 Delector Sel 2 0 oR-3 (a) 0 oR-8 (d) 0 NAND-2 (b) Min Recall 0 DELAY.F 0 Deteclor Set 3 oR-3 (b) AND-3 (b) 0 Assignable lnputs <c+0+E=126>
Column I Column A Column B Column C Colurnn D Column E Golumn Phase ON - 1 0 Preempt Fail 0 Flasher 0 0 0 NOT.1 0 TOD Out 1 0 Dial 2 (7-wis) 0 Phase ON - 2 0 Sp Evnt Oul 1 0 Flasher 1 Plan 1 0 oR,1 0 TOO Out 2 0 Oial 3 0-wre) 0 Phase ON - 3 0 Sp Evnt Out 2 0 Fast Flasher 0 Plan 2 0 oR-2 0 TOD Oul 3 0 Offset 1 o-wie) 0 Phase ON - 4 0 Sp Evnt Oul3 0 Fiq 3 Diamond Plan 3 oR,3 0 TOD Oul4 0 Oflset 2 0,wi!) 0 Phase ON - 5 0 Sp Evnt Out 4 0 Fiq 4 Diamond 0 AND.1 0
0 0
0 TOD Out 5 0 Offset 3 g-wi6) 0
0 0
Phase ON - 6 0 Sp Evnt Out 5 0 Plan 5 0 AND.2 TOD Out 6 0 Phase ON - 7 0 Sp Evnt Out 6 0
0 0
Pan6 0 AND.3 TOO Out 7 0 Flash (7-wte)
Phase ON - 8 0 Sp Evnt Out 7 Plan 7 0 NOT,2 TOD Oul I 0 Preempt 0 Ph. Check - 1 0 Sp Evnt Out 8 NOT.3 0
0 0
0 0 EV,A 0 0 0
0 NOT-4 Plan I 0 EV.B 0 0
0 0
Low Priority B 0
Ph. Check - 3 0 Detector Fail 0 oR-4 Spec. Funcl. 3 0
0 EV.C 0 DELAY.A Low Priority C 0
Ph. Check -4 0 Spec. Funct. 1 0 oR-5 Spec- Funct. 4 EV"O 0 DELAY.B Low Priority D 0 0 Spec. Funct. 2 0 oR-6 0 NAND-3 0 RR,1 0 DELAY.C 0
Ph. Check - 6 0
0 0
Central Conl.oi 0 AND.4 0 NAND.4 RR-2 0 DELAY-D 0
Ph. Check ' 7 Excl Ped OW 0 NAND.1 0 oR-7 Spec. Event 1 0 DELAY-E 0 Ph. Check - 8 Excl. Ped WK 0 NAND.2 0 oR-8 Spec. Event 2 0 DELAY.F 0 Assignable Outputs <C+0+E=127>
4 B
c
E
F
6 7
8 I
B
c
D
E
3 6
7 8
I
c
E
F
Printed on 5/2712011 10:10 AM Timing Sheet Version: 233 RV2 Revision: 10713 0 AND-3 (a)
fo
0 ll o
AND-4 (b)
System Det I
oR.s (b) __-l
Eystem Det a-..l
NOrl3 -Il
0 0
0 0
0 0
to
Tofofoto
fo
0 0
0 0
tD
E;t
T o-l
lll
2l
l3l
ls
f6 l
Lil l8
lg
t;t
Lsl
L-!-l l2l
l3
l.l
l5l
B
D
E;
To-l tIl2 0
Ph. Check - 2
Plan 8
0 0
0 0
0 0
INTERSECTION Pine Broadway Paoe 5 (of 8)
Phase Timing - nk2 <C+0+F=2>
1 2 3 4 6 7 8
0 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[,4in Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0 0 0 0 0
Max Limil 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE [,4in Ped FDW 0 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Davliohl Savinos
aa&
<Cl5+2+A>
<C/5+2+B>
<Ct5+2+C>
<C/5+2+D>
<c/5+1+9>
TBC Transition
<c/5+1+A>
Coordinated Lag Hold Fhases
<C/5+1+C>
7-Wire Master
Begin Monlh 0
Begin Week 0
End l.ronth 0
End Week 0
Daylight Savinqs Time
Time 84 Yellow 0.0
Phase Number 0
Advance Warning Beacon - Sign 1
Time 84 Yellow 0.0
Phase Number 0
Advance Warning Beacon - Sign 2
Long Failure 0.0

0.0 Power Cycle Correclion {oer6ulr = o 7)
<Fi 1+0+8>
Min Green Before PE Force Off
<F/1+0+9>
Max Preempt Time Before Failure
Min Time Between Same Preempts
(D@s Nor&pry To Raihoad Pie6mpi)
<E/125+C+8>
[,4ax lnitiai
Aiternale FDW
Alternate lnitial
Allernate Exlension
Alternate Timing
[,1ax lnitial
Alternale FDW
Alternate lnitiai
Altemate Exlension
Alternate Timing
TBnsition Tvpe
Low Priorilv
2 = Channel I
<F/1+C+E>
<F/1+C+F>
<F/1+D+E>
<F/1+D+F>
<F/1+0+6>
<F/1+0+7>
c D Transition Type
0 1
2 3
4 5
6 7
8 I
B
D
E
Phase 1 0 0 0.0
Phase 2
0 0 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0
0 0
0 0 0 0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0 0.0
Lag Hold Phases fNAME?
1 2 3 4 5 6 7 8
0 o 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
I\,,lin Green 0 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Exlension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[,,lax Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[,lin Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limil 0 0 0 0 0 0 0 0
[4ax Limit 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE ftrin Ped FDW 0 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0
1 2
3 5
6 7
I
s
B
D
E
F
I B c D
Phase 1 0 0 0.0
Phase 2 0 0 0 0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0
N4in Time (seconds) 0
Max Time
t!,lin Time (seconds)
Low Pri. Channel #NAME?
Printed on 5/2712011 10:10 AM
Phase Timing - Bank 3 <c+o+F=3>
Timing Sheet Version: 233 RV2
Disable Low Priority Channel
Revision: '10713
Ei-fA-I B

0.0 0.0
[n"o
o,ol o.o
t o"o -0.0 I
0 0

0.0 Sync Oulput Time
4 c
0 l-Tlrl
0 foE
0 Shorl Failure
ol
0 INTERSECTION
2 4
6 7
8 I
B
Paqe 6 (of 8)
0 1 2 3
C1 Pin
Number Atlribules Phase(s)
39 457 2 123 8
40 457 6 123 8
41 457 4 123 8
42 457 8 123 8
43 457 2 123 8
44 457 6 123 8
45 457 4 123 8
46 457 8 123 8
47 457 2 123 8
48 457 6 't23 8
49 457 4
50 457 I 123 I
55 457 5 123 8
56 457 1 123 I
57 457 7
58 457 3
Colunn NombeB
->
5 6 7
Cl Pin
Number Attribules Phase(s)
59 457 5 123 8
60 457 123 8
61 457 7 123 8
62 63
64 65
66 67
68 69
457 3 123 8
457 123 8
457 6 '123 8
457 4 123 8
457 I 123 8
2 '123
6 4
70 2 8 123
76 457 '123 8
77 457 6 123 8
457 4 123 8
7S 457 8 123 I
Detector Assiqnments .c*o+e--zo>
1 3
Deiay
Carry0.0 0.0

0.0 0.0 0.0

0.0 0.0
0_0 0.0

0.0 0.0

0.0 0_0

0.0 0.0

0.0 0.0
4 Delay
Carry0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0
<C+0+D=0>
Enable Redirection
(Enable Redlrection = 30)
D
Output Pod 1 #NAME?
Output Port 2 #NAME?
Output Po( 3 #NAME?
Output Port 4 #NAME?
Outpul Port 5 #NAME?
#NAME?
#NAME?
Outpul Porl 6
Output Port 7
Dimming <C+o+E=l2s>
B
DELAY.A 0
DELAY,B 0
DELAY.C
0 DELAY.D
DELAY.E
DELAY.F 0
Ped/Phase/Oveda p
1 3 4 5 6 7 I
0 0 0 0 0 0 0 0
Don't Walk 0 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0 0
Overlap Yellow 0 0 0 0 0 0 0
Overlap Red 0 0 0 0 0 0
Cotunn Numbo.s ->
Redirect Phase Outputs <C+0+E=127>
<E/125+O+0>
[rax OFF (minulas) 0
ftrax ON (m nuies) 0
<D/0+o+1>
<D/0+0+2>
3=
Disable Alarms
Deleclor Aliributes
Detector Failure Monitor
D
Number of Digits 0
0 0
1 st Diqit
2 ed Digil
3 ed Diqit
4 lh Digrt 0
5 th Dioit 0
6 th Diqit 0
7 th Digit 0
8 th Disit 0
I th Disil 0
10 th Digit 0
1 1 lh Digit 0
0 0
12 lh Digil
13 th Digil
14 th Diait 0
15 th Digit 0
&{. Assiqnments
I = D6l. Sot 1
2=06r Set2

3. Det Sel 3
6 = Fallu... Min Roc€ll
7 = Failur€ - Max R@ll
<C+0+C=s>
Dial-Back Telephbne Number
Delay Logic Times
<C+0+D=0> (seconds)
<C/5+F+0>
Disable Alarm Reporting
<C/5+C+0>
Redial Time (minutes)
(View Redial Timer at E/2+D+6)
0 1
2 3
4 5
6 7
Cabinel e 0
0 I
2 3
4 5
6 7
0 1
3 4
6 7
8 I
B
c
D
E
B
D
E
F
t Alarm #NAME?
Time 0
Printed on 5/2712011 10:10 A[, Timing Sheet Version: 233 RV2 Revision: 107'13 r=i_
123 A
4 I
2 2

0.0 I
@lo
It
cl -Dl
E
5 2
0 0
0 0 0
2 0.0
0 0
0 5
INTERSECTION Pine Broadway
0 ,|
3 4
6 7
8 I
B
D
E
F
Time Day of Week
00 :00 0
00:00 0
00 :00 0
00 :00 0
00:00 0
00 :00 0
00 :00 0
00:00
00:00
00:00
00:00
0 0
0 rtititil 0
LliEirrl 0
00:00 0
00 :00 0
00 :00 0
NTETiI
litititir
Paqe 7 (of8)
Time
!

0. 6
o Day of Week
05:30 2 23456
08:30 I _23456
15 :30 3 23456
18:30 1 234s6
22 .00 1 1234567
05:30 1 1 7
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
0 0
00 :00 0 0
TOD Coordination <c+o+9=0.1 >
(Bank 1)
Column 4
Phases/Bils
<C+0+7=0'1> <C+0+E=27>
o Holiday Type
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00
00 00
00 00
00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
Time
s
o- o Holiday Type
00:00 0 0
00 :00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 :00 0 0
00 :00 0 0
00:00 0 0
T.O.D Functions
C : Cddiiio.al Sorvi@
E=Bit1-L@lOvedide
Bil 4 - Oisabl6 Delsctor
OFF Monltor
8il7-O6t6ctorCount
A[ 8 ' Roal Tlmo Split
F . Ourpur Birs 1 thru I
TOO
Function
Time Holiday Type
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00 :00 0
00:00 0
00:00 0
00:0 0
00:00 0
00:00 0
00 :00 0
00 :00 0
00:00 0
00:00 0
00:00 0
Column 4
Phases/Bils
Plan Selec(
1|hru9=C@dinatioi
OfiBel Select
B . Otrset A
C = Of66t C
Holiday Dates <c+o+8=1 1>
(Bank 1)
Holiday Events <c+o+g=t.t>
(Bank 1)
Time
I
o- o Holiday Type
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 i00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 :00 0
00:00 0
00:00 0 0
00:00 0
00 :00 0 0
0 0
0 0
0 Moth salsct
TOD Coordination <C+O+9=o 2>
(Bank 2)
Holiday <C+0+7=0 2> <C+O+E=28>
TOO Function
Holiday Dates <c+o+8=1 2>
(8ank 2)
0 1
4 5
I
B
D
E
F
Time
I
d o Day of Week
00:00 0 0
00:00 0 0
00:00 0 0
00 :00 0 0
00 i00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 :00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
-
I
=
Holiday Type
00 00 0
0000 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00
00 00 0
00 00 0
00 00 0
00 00 0
0 L
Printed on 5/2712011 10i10 ANi Timing Sheet Version: 233 RV2 Holiday Events <c+o+9=1 2>
(Bank 2)
Revision: '10713
c
0 00:00
0 0
0 00
2 3
6 7
8 0
o
0 I o0Too
too:oo
Ioo:oo
I 00 :00
tt
0 rll
INTERSECTION Paqe I {of 8)
6 7 8 I B D E F
Clear Time Ped CaLl Hold Force Off Vehicle Call Permit Phases Ped Omil Outout ANAME? 0 #NAME? #NAME? #NAME? E? #NAME? #NAME? #NAME? #NAME? #NAME? 0 #NArr,lE? #NAME? #NAME? #NAN'E? #NAME? #NAME? #NAN'E ? #NAME? #NAME? 0 #NAME? *NAME? #NAME? #NAITE? #NAi.'E? #NAME?
0 #NAME? fNAME? #NAME? fNAME? #NAME? #NAME? #NAME?
#NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #T'IAME? #NAME? #NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? *NAMF? #NAJIT€? #NAME? #NAME? 0 #NAME? #NAME? #NA' E? #NAA,!E? #NAME? #NAN,lE? #NAI.iE? #NAA,IE? NAME? 0 #NAME? #NAME ? #NAME? #NAME? #NAI E? #NAME?
#NAI/lE? 0 fNAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? fNAME? #NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NANIE? #NAME? 0 #NAME? #NAME? #NAME? ,NAME? ,NAME? #NAi,IE? #NAME? #NAME? 0 #NAJIIE? #NAME? #NAME? #NAI{E ? #NAME? #NAM E ? #NAME? #NAME? #NAlrlE? 0 #NAME? #NAMF? fNAME? #NAME? fNAN'E? #NAME?
#NAME? 0 #NAN'E? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? Special Event Schedule 'NAME? - Table 1 <C+0+E=27>
6 f 8 9 B c D E F
Clear Iime Ped Call Hold Force Otf Vehicle Call Permit Phases Ped Omil Oulout #NAME? 0 #NAME? #NAME? #NAME? # AirE? #NAME? E? #NAME? E? #NAME? 0 #NAME? #NAME? #NAME? #NAME? fNAME? CNAME? *NAME? #NAME? #NAME? 0 #NAME? #NAME? #NAME? iNAME? #NAME? #NAME? #NAME? #NAllE? gNAME? 0 #NAI/IE ? #NAME? iNAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 0 #NAME? #NAM E? ,NAME? #NAftIE? #NAIi,!E? #NAM E ? #NAN.| E? #NAME? fNAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? fNAN4E? #NAME? #NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? SNAME? #NAME? #NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? ,NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? {NAME? *NAME? #NAME? #NAI,tE? 0 #NA E? #NAME? #NAME? #NAA,IE? #NAME? #NAN'E? #NA}'E? #NAN/!E? #NAME? 0 #NAME? #NAME? #NAME? #NAI\'E? #NAME? #NAME? #NAME? #NAME? #NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAI/lE? #NAME? #NAME? 0 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 0 #NAN'E?
'NAME?
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
#NAME? 0 #NAME? #NAN,tE? #NAII.,IE? #NAN'E? #NAN,lE? #NAME? #NArtlE? #NAME? 0 fNAI/lE? *NAN.IE? #NAME? #NAN'E? #NAME? *NAI.lE? #NAME? #NAME? Special Event Schedule - Table 2 <c+0+E:28>
Noles
<E127+5+F>
Limited Service lnterval
Notes
<E/28+5+F>
Limited Service lnterval
0 Printed on 5/2712011 10:10 AM Timing Sheet Versioni 233 RV2 Revision: 10713 E;I
lo
Ll] l2)
l-r-l f;i ls
t6
L_l- l8
L!l lA
lB
tcfoIE
lF
#NAME?
#NAME?
lR;
To 'l
Ll_.1 l2
l3
lals
l6
l7
IE
la
lB
lcEIF
fFl

hCIB
a/22/tp
INTERSECTION: 032 8th
Group Assignment: NONE
Field l\raster Assignmentr 0l Field Master 1-Light Rail System Reference Number: 32
Change Record
Chanqe Bv Date Change By Dale
N/S Streel Name: Locust
E/w Skeet Name: 8th
P el f8
Last Database Change 8 8:43
Drop Number
1 1
0 Zone Number
Area Number
Area Address
QuicNel Channel
lvlanual Plan
ManualOffsel
<C/0+0+0>
<c/0+0+1>
<C/0+0+2>
<C/0+0+3>
Manual Plan
<C/o+A+1>
<C/0+B+1>
<F/1+0+E>
<F/1+0+F>
<F/1+C+0>
<F/1+0+0>
<F/1+0+1>
<F 11+O+2> (QuicNet)
Flash Slart 0

0.0 0.0
Red Reverl
All Red Slad
Start / Revert Times
RR-1 Delay 0
0 0
0 0
0 0
RR-1 Clear
EV-A Delay
EV-A Clear
EV-B Delay
EV-B Clear
EV-C Delay
EV-C Clear 0
EV-D Delay 0
EV-D Clear 0
RR-2 Delay 0
RR-2 Clear 0
Exclusrve Walk
Exclusive FDW
All Red Clear
0 0

0.0 Exclusive Ped Phase
(Oulpuis specilied in Assignable
ourpurs 5l E/127+A+E & F)
Permrl _2-4_6,8
Red Lock _2_4_6_8
Yellow Lock
Min Recall _2_6_
Ped Recatl
48 Rest ln Walk
Red Rest
DualEnlry
lvlax Recall
Soft Recall
Max 2
Cond. Service
Man CntrlCalls
Yellow Starl 48
Farst Phases 2 6
Communication Addresses Manual Selection
Phase
1 2 3 4 5 7 8
Ped Walk 0 7 0 7 7 0 7
Ped FDW 0 12 0 0 0 12
0 10 0 6 0 10 0 6
Type 3 Disconnecl 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 4.0 0.0 0.0 4.0 0.0 2.5
lvlax Gap 0.0 5.0 0.0 3.5 0.0 5.0 3.5
[4in Gap 0.0 2.0 0.0 1.5 0.0 2.0 0.0 '1.5
l\,lax Limit 0
0 0
0 0

0.0 45 0 20 0 45 0 20
Max Limit 2 45 0 20 0 45 0 20
Adv. / Delay Walk 0 0 0 0 0 0 0
PE Min Ped FDW 50 0 50 0 50 0 50
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.5 0.0 0.5 0.0 0.5 0.0 0.5
Yellow Chanqe 0.0 3.0 0.0 3.0 0.0 3.0 0.0 3.0
Red Clear 0.0 1.0 0.0 1.0 0.0 1.0 0.0 't.0
Colunn Nunberc *>
Phase Timinq - Bank I <c+o+F=1>
Ivlax lnilial
Allernale Walk
Allernale FOW
Alternale lnitial
Alternate Exlension
Alternate Timing <C+o+F=1> Preempt Timinq Phase Functions <c+o+ F= 1> 9 A B EEI E F
0 1
3 4
5 6
7 8
I
B
c
D
E
F
0 0
20 Phase 1 0 0 0
Phase 2 0 0 0 0.0
Phase 3 0 0 0
Phase 4 20 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
0 1
J
4 5
6 7
8 9
B
c
D
E
F
Timing Sheet Version: 233 RV2 Revision: 10430

SENIOR TRAFFIC ENGINEER
5s^gC?
Noles:

M€nual Ofisel
2 = Otrsel B
3 = Offset C
t-
|-----T_--t l----T_---rr 1 -____r_-- F
12 Min Green
0 0.0

0.0 0.0
Printed on 3/2312018 8:43 AM
INTERS ECTION: 032 8th & Locust
0 1
2 3
4 6
7 I
B
c
D
E
Paoe 2 (of B)
E
Erclusive Phases
RR-1 Clear Phases
RR 2 Clear Phases
RR-2 Limited Service
Prot / Perm Phases
Flash to PE Circuils
Flash Entry Phases
Disable Yellow Ranqe
Disable Ovp Yel Range
Overlap Yellow Flash
134
EV-A Phases
EV-B Phases
EV-C Phases
EV-D Phases
Ext.a 1 Config Bils
lC Selecl (lnlerconnect)
ColunnNunbe6->
Confiquration <C+0+E=125>
F
Fast Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranleed Passage
Simultaneous Gap Term
Sequential Timano
Advance Walk Phases
Delay Walk Phases
External Recall
Start-up Overlap creen
Max Exlension
lnhibil Ped Reservice
Semi-Actuated
Slarl-up Ovedap Yellow
Stad-up Vehicle Calls
Start-up Ped Calls
Specials
ElelL&lE &
PE No.lLocl
2=EVA 6=RR2 3-EvC 7-SEl
4-EVD 8=SE2
lC Selecl Flaos
Coordination
Transition
Minimums
<C+0+C=5>
c
EV.A 0
EV.B 0
0 0
0 0
EV.C
EVD
RR.1 '
RR2'
SE.1
SE-2
Preempt
Priority
<C+0+E=125>
( 'RR-1 is a\{ay3 Highesl,
and RR-2 is shrays
Socond Hishesl )
2 0
20 Phase 1
Phase 2
Phase 3 0
Phase 4 5
Phase 5 0
Phase 6 20
Phase 7 0
Phase 8
Overlap
,| 2 3 4 5 6 7
Load Switch Numbe. 0 0 0 0 0 0 0
VehSetl-Phases
VehSet2,Phases
Veh Sel 3 Phases
Neg Veh Phases
Neg Ped Phases
Green Omil Phases
Green Clear Omit Phs

0.0 0.0

0.0 Green Clear 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanqe 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cotumn Numbes ->
Overlap Assiqnments <C+0+E=29>
Exo_a 1 Flaos
1 = TBC T)40€ 1
3 = Auto Oayllght Srvinss
7 = Fla3h - Clsar Ouipuls
I = Splii RinS
Extra 2 Flads
= lgnore PF on EV
1 2
3 5
6 ?
I
F
Exl. Permit 1 Phases
Ext Permit 2 Phases
Exclusive Ped Assion
Preempl Non-Lock
Ped for 2P Output
4 8
Ped for 6P Output
Ped for 4P Output
Ped for 8P Outpul
Yellow Flash Phases
Low Priorily A Phases
Low Priority B Phases
Low Priorily C Phases
Low Priorily D Phases
Reslricted Phases
Extra 2 Config. Bits
Confiquration <C+0+E=125>
0 1
2 3
4 6
7 8
I
B
c
D
E
F
0 1
3 1
5 6
7 I
B
D
E
F
0 1
4 5
6 7
8 I
B
c
D
E
F
Prinled on 3/2312018 8143 AM Timing Sheet Version: 233 RV2 <C+0+F=2>
Revision: '10430

0.0 Red Clea.
r l
t_t
- :l
I
I
I
t=
----r----t t--+=
t--l
2 2
6 INTERSECTION: 032 8th L
Plan
I 4 5 6 7 8 I
Cycle Length 75 75 0 0 0 0 0 0
Phase 'l - Forceoff 0
0 0
30 0
0 0
30 0
I
0 0 0 0 0 0 0 0 0
Phase 2 - Forceotf 0 0 0 0 0 0 0 0
Phase 3 - Forceoff 0 0 0 0 0 0 0 0
Phase 4 - Forceoff 30 30 0 0 0 0 0 0
Phase 5 - Forceoff 0 0 0 0 0 0 0
Phase 6 , Forceoff 0 0 0 0 0 0 0 0
Phase 7 - Forc€Off 0 0 0 0 0 0 0 0
Phase 8 - Forceoff 30 30 0 0 0 0 0 0
Ring Offset 0 0 0 0 0 0 0 0
Offset 1 45 2 0 0 0 0 0 0
Otfset 2 0 0 0 0 0 0 0 0
Offset 3 0 0 0 0 0 0 0 0 0
Perm 1 - End 15 15 '15 0 0 0 0 0 0
Hold Release 255 255 255 0 0 0 0 0 0
Zone Offset 0 0 0 0 0 0 0 0
Columh Numbe6 -->
Coordination - Bank 1 <C+0+C='l >
Coordination - Bank 2 <C+0+C=2>
e3 ofB
1 = PrcSEmmod WALKTimefor Srrc Phasos
2 - Always Terminale Sync PhBe Peds
E
Plan '1 - Sync
2 6
2 6
6 Plan 2 - Sync
Plan 3 - Sync
Plan 4 - Sync
Plan 5 - Sync
Plan 6 - Sync
Plan 7 - Sync
Plan 8 - Sync
Plan I - Sync
NEMA Sync
NEMA Hold
Coord Extra
SYnc Phases <C+o+C=1>
F
Free Lag 4 6 8
4 6 8
4 6 8
2 4 6 8
Plan 1 - Lag
Plan 2 - Laa
Plan 3 - Laq
Plan 4 - Lag
Plan 5 ' Laq
Plan 6 - Laq
Plan 7 Lag
Plan 8 - Laq
Plan 9 - Laq
External Lag
Laq Phases <c+o+c=1>
0 1
2 4
6 7
8 I
B
o
E
F
4 6
7 8
I
B
D
E
F
0 1
3 4
5 6
7 I
9 B
D
E
F
1 3
4 5
6 7
8 B
c
o
E
F
Ped Adiustment 0 0 0 0 0 0 0
Perm 2 - Start 0 0 0 0 0 0 0 0
Perm 2 - End 0 0 0 0 0 0 0 0
Perm 3 - Start 0 0 0 0 0 0 0
Perm 3' End 0 0 0 0 0 0 0 0
Reservice Time 0 0 0 0 0 0 0
Reservrce Phases
Prelimed Phases
^/lax
Recall
0 0
I
0 0
0 0
Perm 1 Veh Phase ,t8 48
Perm 1 Ped Phase 48 48
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
I
-
0 1
2 3
4 6
7 I
B
c
o
E
F
0 1
1 5
6 7
8 I
B
c
D
E
F
Prinled on 3/23/2018 8:43 AM Timing Sheel Version: 233 RV2 Revision: 10430 26 E;;I
T6- l
H
0 0
2464
I
0 0
0 48
E- r--l -
-
t_
-t
_t _i
INTERSECTION 032 8th & Locust Paqe 4 (of 8)
0 1
2 3
4 6
7 I
A
B
c
D
E
F
0 1
2 4
6 7
8 I
A
B
D
E
F
0 ,|
4 5
6 7
8 9
B
c
D
E
F
0 I
2 3
4 5
6 7
8 9
c
D
E
F
Assiqnable lnputs
Assignable Outputs
<C=0+E=126>
Column g Column A Column B Column C Column D Column E Column F Spec- Funct. 1 0 NOT 3 Max 2 Prelimed Set l\4onday 0 Dial 2 0 wire) 0 Sim Term 0 Spec. Funct. 2 0 NOT.4 System Del 1 Plan 1 Exl. Perm 1 0 Dlal 3 (7-Wire) 71 Spec. Funct 3 0 oR,4 (a) System Del 2 0 Exl Perm 2 0 Offset 1 o-wrrc) EVB Spec. Funcl. 4 0 oR-4 (b) System Det 3
0 0
0 0
0 0
U
Dimmang Offsel 2 0 wre) EV.C
NAND-3 (a) 0 OR-s (a) System Oet 4 Set Clock Offset 3 0-wre) EV-D 0 74
51 NAND-3 (b) 0 oR-5 (b) System Det 5 Plan 5 Stop Time RR.1 NAND-4 (a) 0 OR-6 (a) 90 Syslem Det 6
0 0
0 0
0 0
0 Plan 6 Flash Sense
209
0 0
0 0 RR.2
NAND4 (b) 0
0 0
0 0
0 0
oR-6 (b) 87 System Del 7 Plan 7 ManualEnable
ltl
0 0
L.l
0 m
tIl
Excl. Ped Omit Spec. Evenl 1
OR-7 (a) System Del 8 Plan 8 NOT.1 Spec Event 2 0
oR-7 (b)
,[ri
0 0
o
0 AA
m
Max lnhabit (nema) Plan 9 ExtemalAlarm NOT.2 Exlernal Lag 0 OR-7 (c) DELAY A Phase Bank 2 OR-1 (a) AND-1 (a) 201
oR-7 (d) Force B (nems) DELAY.B Phase Bank 3 oR 1 (b) AND-1 (b) 200 OR'8 (a) NAND-1 (a) C.N.A. (noma) DELAY,C 0 Ovedap Sel 2 0 OR-2 (a) AND-2 (a) 212 oR-8 (b) NAND-1 (b) Hold lnema) DELAY.D 0 Overlap Sel 3 oR-2 (b) AND,2 (b) 214 OR-8 (c) 0 NAND-2 (a) Max Recall 0 Detector Set 2 OR'3 (a) AND.3 a AND.3 b
0 oR-8 (d) 0 NAND-2 (b) 206 Min Recall DELAY-F 0 Deleclor Set 3 oR 3 (b) 0 r
rEEEEE
EEE@@E
Column I Column A Column B Column C Column D Column E Column F Phase ON - 1 0 Preempt Fail 0 Free 0
0 NOT,1 205
209
0 212
TOD Out 1 0
0 0
Dial 2 (7-wirc) 0
Phase ON - 2 0 Sp Evnt Out 1 0 Plan 1 TOD Out 2 Dial 3 (7-wre) 0 Phase ON - 3 0 0 Plan 2 0 oR-2 TOD Oul 3 Offsel 1 o,!Mre) 0 Phase ON - 4 0
0 0
0 0
0 0
0 0
0 0 Fig 3 Diamond Plan 3 0 oR,3 TOD Oul 4 Offset 2 t7 wrc) 0 Phase ON - 5 Sp Evnl Oul 4 Fiq 4 Diamond Plan 4 0 AND,l 203 TOD Out 5 Offset 3 (7-wre) 0 Phase ON - 6 Sp Evnl Out 5 Plan 5 0 AND-2 99 TOD Out 6 Free (7-wire) 0 Phase ON 7 Sp Evnt Out 6 Plan 6 0 AND,3 TOD Out 7 0
Phase ON - 8 Sp Evnt Out 7
t.l
0 0
o
Plan 7 0 NOT.2 TOD Out 8 Preempt 0
Ph Check - 1 Sp Evnt Out 8
0 0
o
0 0
0 0
0 0
NOT.3 m Plan 8 EV.A 0
0 0
0 Ph. Check - 2 NOT.4 Low Prionty B
Ph. Check - 3 oR-4 Spec. Funct. 3 EV-C DELAY-A Low Praority C Ph. Check - 4 oR5 Spec. Funct 4 EV,D DELAY B Low Priority D Ph Check 5 oR-6 2'13 NAND.3
0 0
0 o
o
0 o
0 DELAY.C 0
0 0
0 0
210
2',1'l
Ph. Check - 6 0 AND,4 0 NAND.4
S c. Evenl 2
RR1
RR-2 DELAY.D
Ph Check - 7 0 Excl. Ped DW 0 NAND 1 201 oR-7 0
Ph Check,I 0 Excl. Ped WK 0 NAND.2 0 DELAY-F
@IIEEr
I
I
IE
EEEEEE
EEI

EEEEEEE
Revision '10430
<c=o+E=127>
Printed on 3/2312018 I43 AM Timing Sheet Versaon: 233 RV2 EVA

DELAY-E
Flash 0-wre)
l8s
lea
las
o
0 0
0 0
lo| 208
| 2r3
I 211
lo
lo| 203
0 0
0 t ,ro
53 80
0 0
0 Plan 2
Plan 3
Plan 4
0 0
lololofoto
f86
2',15
fr16
Fig 3 Diamond
Fig 4 Diamond
AND-4 (a)
AND-4 (b)
Plan I

DELAY E
201 oR-8
oR-t
Spec. Event 1
t ,16 EV-B
I 208
214
Detector Fail
Sp"". F*"t 1 -i
Spec. Funct. 2
Central Control
tololoTo
0 fo
Sp Evnt Out 2
Sp Evnt Out 3
tolo
loI 206 fo
l-oto
o
Flash"l' o
f--
Fast Flasher
INTERSECTION: 032 8th E Locust Paqe 5 (of 8)
Column Numba,. --> <C/5+1+9>
Dayiidhl S.vinos
Alk
<Ci 5+2+A>
<C/5+2+B>
<Cl5+2+C>
[,4ax lnitial <Cl5+2+D>
Alternate FOW
Allernate lnilial
Allernale Exlension
Alternate Timinq
l\rax lnitial
Allernate Walk
Allernate FDW
Allernate lnitial
Alternale Exlension
Alternate Timinq
TBC Transition
7-Wire Master
Eeqin N4onth 0
0 0
0 Begin Week
End Monlh
End Week
Oayliqht Savings Time
Time 84 Yellow 0.0
Phase Number 0
Time 84 Yellow 0.0
Phase Number 0
Low Pnodk
2 = Chann€lB
<C/5+1+A>
Coordinated Lag Hold Phases
<C/5+1+C>
Advance Warninq Beacon - Sign 1
<F/1+C+E>
<F/1+C+F>
<F/1+D+E>
<F/l+D+F>
Phase Timinq - Bank 2 <c=0+F:2>
Phaso Timing - Bank 3 <c=0+F=3>
Advance Warninq Beacon - Siqn 2
<F/1+0+6>
<F/1+0+7>
Power Cvcle Correction (Derauh
= o 7)
<F/1+0+8>
Min Green Before PE Force Off
<F/'l+0+9>
Max Preempt Time Before Failure
<F/1+0+A>
Min Time Between Same Preempts
(Does Not Appty To Rarroad Preempo
Disable Low Priority Channel
I ETE o Transilion T 0.3
U
1 2
3 4
6 7
8 I
B
c
o
E
F
Phase
1 2 3 4 6 7 8
Ped Walk 0 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
I\,,!in Green 0 0 0 0 0 0 0 0
Type 3 Disconnecl 0 0 0 0 0 0 0 0
Added per Vehicle 0.0
0 0.0
0 0.0
0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Exlension 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[.4in Gap 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0 0 0 0
Max L mil2 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0
PE [rin Ped FDW 0 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
EEE
Phase 1 0
0 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase I 0 0 0 0 0.0
Lag Hold Phases
Sync Output Tjme 0.0
0 1
3 4
5 7
8 I
A
B
c
D
E
F
I B c D
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0 0 0.0
Long Failure 0.7
Short Failure Et'E
,l 2 J 4 5 6 7 8
Ped Walk 0 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0 0
Type 3 Disconnecl 0 0 0 0 0 0 0 0
Added per Vehicle m 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l/ax Gap
OIi]
m
m
0 m
0 o
0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0 0 0 0
Max t imit 2 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0
PE Min Ped FDw 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
@@@@IIEEEE@
[rin Time
lvlax Time utes E
Min Time (seconds) 0
-
Prinred on 3/23120'18 8 43 AM Tirning Sheet Version: 233 RV2 Revision: 10430 0 Ilan*tion TvpG
l6noliino
0 <Elr25+C+8>
0 0
Io
[o,,., PrL charmel
INTERSECTION: 032 8th & Locust Pase 6 (of8)
0 1
2 3
4 5
7 8
I
A
B
c
D
E
F
Cotunn NunboT --> 0
,l 2 3
C,I PiN
Number Altribules Phase(s) Assiqn
39 457 '123
40 157 6 123
41 4
12 457 8 123
43 457 123
44 6 123
45 457 1 '123
46 457 8 '123
47 ,t8
49 50
55 56
57 58
7 _2_
7 6 123
7 4 123
8 123
457
457 '123
457 7
457 3 123
4 6 7
Cl Pin
Number Allnbules Phase(s) Assion
59 457 123
60 61 457 7
62 123
63 457 123
64 7 5
65 457 123
66 67
68 69
70 76
78 79
157 8 '123
2 2
2 6
,123
4 '123
2 8 123
57 '123
6 '123
57 4
57 8 123
DetectorAssiqnments <C+0+E=126>
1 3
Delav
Carry0.0 0.0

0.0 0.0

3.0 0.0

0.0 0.0

3.0 0.0

0.0 0.0

3.0 0.0

0.0 0.0

0.0 0.0
2 4
Delay
Carry'

0.0 0.0

0.0 0.0
J,U 0.0
J,U 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

3.0 0.0

3.0 0.0
Ped/Phase/Overlap
1 2 3 4 5 6 7 8
Walk 0
0 0
0 0 0 0 0 0 0
Don't Walk 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Ovedap Green 0 0 0 0 0 0 0
Overlap Yellow 0 0 0 0 0 0 0 0
Overlap Red 0 0 0 0 0 0 0 0
RedirectPhaseOutputs <c+0+E=127>
Max OFF (mrnutes) 0
Max ON (minules) 0
D
Output Port 1
Output Port 2
Output Porl 3
Output Porl4
Output Porl 5
Output Porl 6
Outpul Port 7
Dimming <C+o+E=125>
<E/125+D+0>
Enable Redirection
(Enable Redirection = 30)
<D/0+0+1>
<Dt0+0+2>
Detector Altributes
2 = P€d Crtr
3=
7 = Callin€
Det. Assionmenls
2 = Del. S6t 2
3 = Dei. Sst 3
6 = Failurc Min R@ll
7 = Failure M6x RMrl
Detector Failure Monitor
D
Number of Digits 0
1 st Dioil 0
2 ed Digit 0
3 ed Disil 0
4lh Dioil 0
5 th Diqil 0
6 th Digil 0
7 th Disit 0
8 th Diqit 0
g th Digit 0
10 th Diqit 0
0 0
0 0
0 1 1 th Diqit
12 th Digit
13 th Digil
14 th Diqil
l5 th Dioil
Disable Alarms
7 = O€loclor Fallure
Disable Alarm Reportinq
Delay Logic Times
<C+0+D=0> (seconds)
<C/5+F+0>
<C/5+C+0>
<C+0+C=5> Rcdial Time {minutes)
(View Redial Timer at E/2+D+6) <C+0+D=0>
0 1
2 3
4 5
7 Cabinet Type 0
0 ,|
3 4
5 6
7 0
1 2
3 4
5 6
7 8
s
B
D
E
F
B
DELAY.A
DELAY.B
ZI
0 B
0 o
DELAY.C

DELAY,D
DELAY.E
DELAY-F 0
EEEEE
B
c
D
E
F
Time 0
Printed on 3/2312018 8:43 AM Timing Sheet Version: 233 RV2 Dial-Back Telephone Number
Revision: 10430
2 457
2 157
123
7 1
123
Cotunn NunbiB -->
ol
1 123
2 2

0.0 6rmt Alarm I
INTERSECTION: 032 8th t Locust Paqe 7 (of B)
0 1
3 4
6 7
A
B
E
F
Time !
(I
6 6 Day of Week
06:00 E 23456
09 r00 E 23,156
15r00 E 23456
'1234567
17 18:00 E
22 :00 E
06:00 E
00:00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time !
o_ o Day of Week
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00r00 0 0
00 i00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time Day of Week
06:00 E 1234567
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00 r00 0
00:00 0
00:00 0
o Holidav Tvpe
00 0
00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 0o 0
o Holaday Type
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
Time !
o6
*
d Holidav Tyoe
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time !
o- o Holidav Tvpe
00:00
00 i00 0 0
00:00 0 0
00 r00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
T.O.O. Funclions
8 = Do{rble Enlry
C : Condlional SoNice
E=Bill,toc6lOv6nide
Bh4,Dllabl6D€tactor
OFF Monnor
Bh7-Dere.rdconI
Bir 8 - Rs8l Tim€ Sprir
F = ou9ut Bll3 1 rhru 8
Column il
Phases/Bits
I
TOD Coordination <c+o+9=o 1>
(Bank 1)
TOD
Function
<C+0+7=0 f> <C+0+E=27>
Column 4
Phases/Bits
Holiday <C+0+7=0.2> <C+0+E=28>
TOD Function
Holidav Datos <c+o+8=1.1>
(Bank 'l)
Holidav Events <c+o+g=1 1>
(Bank 1)
Plan Ssloct
1ihru9=Coordinalion
ofiseI Selecr
B = Ofiset B
C = Ofiset C
Monh S6l€ct
TOD Coordination <c+o+g=o 2>
(Bank 2)
Holidav Dates <c+o+8=1 2>
(Bank 2)
0 1
2 3
1 5
6 7
9 B
c
D
E
F
Time Holidav Tvoe
0 00:00 0
00:00 0
00:00 0
00 :00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
I-II
-
III
-
I
I-
-
I
-
Prinled on 3/2312018 8:43 AM Timing Sheet Version: 233 RV2 Holidav Events <c+o+9=1 2>
(Bank 2)
Revision: 10430
23456
0 00
00 t_ ]
_l
-
00:00
-
t_ l0l0
INTERSECTION: 032 8th & Locust Paoe 8 (of8)
0 1
2 3
4 7
8 I
B
c
o
E
F
6 7 8 9 B c D E F
Clear Time Ped Call H Force Off Vehicle Call Permit Phases Ped Omil Outpul 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Special Event Schedule -- Table'l <C+0+E=27>
<C+0+E=28>
Notes
<E127+5+F>
Limited Service lnterval
Notes
<E/28+5+F>
Limited Service lnterval
0 1
2 4
5 6
7 8
I
B
c
D
E
F
6 7 8 I B D E F
I Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 -
-
-
I
0 Printed on 3i23l2018 8:43 AM
Special Event Schedule - Table 2
Timing Sheet Versioni 233 RV2 Revision: 10430
0 0
i--V
\
.\
-\$\S
\o
t/',
n, \
\^
INTERSECTION: 134 7th & Loc
Group Assignment: NONE
Field lllasler Assignment: osField Master 5- Seventh
System Reference Number: 134
Change Record
Chanoe Chan e BV Dale
8 N/S Streel Name Assigned
E^/V Slreel Name: 7th
Lasl Database Change 611612017 '|4t35
Drop Number
Zone Number 1
Area Number 1
134
0 Area Address
QuicNet Channel
Manual Plan
Manual Offset
<C/0+0+0>
<c/0+0+1>
<Cl0+O+2>
<C/0+0+3>
Manual Plan
1-g = Plan 1-9
Manual Offset
2 . Ofset B
3 = Oltset C
<C/o+A+1>
<C/0+B+1>
<F/1+0+E>
<F/1+0+F>
<F/1+C+0>
Exclusive Walk 0
0 0.0
Exclusive FDW
AllRed Clear
<F/1+0+0>
<F/'1+0+1>
<F h+O+2> (OuicNet)
Flash Slart 0

0.0 0.0
Red Revert
All Red Starl
Communication Addresses Manual Selection Start / Revert Times Phase
1 2 3 4 5 6 7 8
Ped Walk 0 7 0 7 0 0 0 7
Ped FDW 0 't1 0 1',l 0 0 0 1',l
l,4in Green 0 20 0 4 0 0 4
Type 3 Disconnecl 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0

0.0 0.0
0 0
0 4.0 0.0 0.0 0.0 0.0 3.5
l\4ax Gap 5.0 0.0 4.5 0.0 0.0 0.0 4.5
Min Gap 2.0 0.0 1.5 0.0 0.0 0.0 1.5
Max Limit 50 0 0 0 0 25
Max Limit 2 50 0 30 0 0 0 30
Adv. / Delay Walk 0 0 0 0 0 0
PE Min Ped FDW 0 50 0 50 0 0 0 50
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.5 0.0 0.5 0.0 0.0 0.0 0.5
Yellow Chanqe 0.0 3.6 0.0 3.0 0.0 0.0 0.0 3.0
Red Clear 0.0 1.0 0.0 1.0 0.0 0.0 0.0 1.0
Cotunn Nun.p's -->
Phase Timinq - Bank 1 <c+0+F=1>
Max lnitral
RR-1 Delay 0
0 0
5 0
0 0
RR-1 Clear
EV-A Delay
EV-A Clear
EV-8 Delay
EV,B Clear
EV-C Delay
EV-C Clear
EV-D Delay 0
EV-D Clear 0
RR,2 Delay 0
RR-2 Clear 0
View EV Delay
Alternate Wal
Alternale FDW
Allernate lnitial
Alternate Extension
AlternateTiming <C+o+F='l> PreemptTiminq PhaseFunctions<C+o+F=1, Exclusive Ped Phase
(Outpus specrned in Ass€nable
Oulpuis ai E/127+A+E a F)
9 rE o E F
0 ,|
0 0
0 0
0 Phase 1 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase I 0 0 0 0 0.0
Permit 24 8
Red Lock _2_4_8
Yellow Lock
lvlin Recall _2_4_8
Ped Recall
Rest ln Walk
Red Rest
a
24 8
DualEnlry
l\,1ax Recall
Soft Recall
Max 2
Cond Service
Man CntrlCalls
Yellow Start 4A
Firsl Phases
ID
-
0 1
3 4
5 6
7 8
B
c
D
E
F
Prinled on 6/16/2017 2:36 PM Timing Sheet Version: 233 RV2 Revisionr 10430 Dale -----r---t
--H
=
=
I]
----r--- --r---
Noles
6 fil
FN
l_n
rn
l6l
l7l
rr-1
fr--] E
t+.1
16-1
lEl
lFl
U
0 INTERSECTION: 134 7th & Locust
0 I
3 4
6 7
8 B
D
E
F
Paoe 2 (of B)
Overlap
1 2 3 1 5 6 7 8
Load Swilch Number 0 0 0 0 0 0 0 0
Veh Set '1 ' Phases
VehSel2-Phases
VehSel3-Phases
Neg Veh Phases
Neg Ped Phases
Green Omit Phases
Green Clear Omit Phs
Green Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Colunn Nudb.6.->
Overlap Assignments <C+0+E:29>
F
Fast Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranleed Passaqe
Simultaneous Gap Term
Sequential Timinq
Advance Walk Phases
Delay Walk Phases
External Recall
Slart-up Overlap Green
Max Exlension
lnhibit Ped Reservice
Semi-Actuated
Sta o Yellow
Start Vehicle Calls
Sla Ped Calls
Specials
Enm 1 Flad3
1 = TaC Type I

2. NEMAEi Coord
3 = Auro Drylisht SavinSs
7=Flash-Cl€arOulpuis
8 = Splil Rins
En€ 2 Fbos
1 = AWB Dunn0lnitial
4 = OuicNev4 Syltlm
Fl8li lo PE a
PE Non-tock
2=EVB 6=RR2 3:EvC 7=SE1
4=EVD 8=SE2
lC Selecr Fl€os
c
EV-A 0
EV.B 0
0 0
0 EV.C
EV.D
RR.1 "
RR.2 -
SE.1
SE,2 0
Preampt
Prio.ity
<C+0+E=125>
( ' RR 1 is alw.ys Highesi.
snd RR-2 B always
Se@nd Highest )
Coordina on
E
Exclusive Phases
RR-1 Clear Phases
RR-2 Clear Phases
RR-2 Limited Service
Prot / Perm Phases
Flash to PE Circuits
Flash Entry Phases
Disable Yellow Ranqe
Oisable Ovp Yel Range
Overlap Yellow Flash
EV A Phases 2
EV-B Phases
EV'C Phases ,1 8
1 EV-D Phases
Extra 1 Conllq. Bils
lC Select (lnterconnect)
ColqnnNunbe4 ->
Configuration <C+0+E=125> Confiquration <C+o+E=125>
Transition
Minimums
<C+0+C=5>
0 1
I
6 7
8 B
D
E
F
0 1
2 3
4 5
6 7
B
c
D
E
F
2 Phase 1 0
Phase 2 20
Phase 3
Phase 4
Phase 5
Phase 6
0 5
5 0
0 0
Phase 7
Phase 8
0 1
2 3
4 5
6 7
8 I
B
c
D
E
F
F
Ext Permil 1 Phases
Ext Permll 2 Phases
Exclusive Ped Assiqn
Preempt Non-Lock
Ped for 2P Oulput 2
Ped for 6P Oulpul
Ped for 4P Output I
Ped for 8P Output 8
Yellow Flash Phases
Low Priority A Phases
Low Priority B Phases
Low Priori C Phases
D Phases
Exlra 2 Conll Bits
Restricted Phases
-
-
Printed on 6i 16/2017 2:33 PM Timing Sheel Versron 233 RV2 <C+0+F=2>
Revisionr 10430
--------T--------
-+-
_t
I
f---- l
f------l
------t
-_______
2 INTERSECTION: 13,l7th & Locust
Plan
1 2 3 4 5 7 I 9
Cycle Length 75 75 75 60 0 0 0 0 0
Phase 1 , Forceoff 0 0 0 0 0 0 0 0 0
Phase 2 Forceoff 0 0 0 0 0 0 0 0
Phase 3 - Forc€Off 0 0 0 0 0 0 0 0 0
Phase 4 - Forceoff 30 26 2A 0 0 0 0 0
Phase 5 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 6 - Forceoff 0 0 0 0 0 0 0 0
Phase 7 - Forceoff 0
30 0
29 0
0 7
255
0 0 0 0 0 0 0 0 0
Phase I - Forceoff 26 0 0 0 0
Ring Offset 0 0 0 0 0 0 0 0
Offsel 1 38 40 0 0 0 0 0
Offsel 2 0 0 0 0 0 0 0 0
Ofisel 3 0 0 0 0 0 0 0 0
Perm 1 - End 7 7 0 0 0 0 0
Hold Release 255 255 255 0 0 0 0 0
Zone Offsel 0 0 0 0 0 0 0 0
Coordination - Bank 1 <C+0+C=1>
Ped Adjustment 0 0 0 0 0 0 0 0 0
Perm 2 - Start 0 0 0 0 0 0 0 0 0
Perm 2 - End 0 0 0 0 0 0 0 0 0
Perm 3 , Start 0 0 0 0 0 0 0 0 0
Perm 3 - End 0 U 0 0 0 0 0 0 0
Reservice Tame 0 0 0 0 0 0 0 0 0
Reservice Phases
Prelimed Phases 48 ,l 8 48 48
[/rax Recall
Perm 1 Veh Phase 48 a8 48 48
Perm 1 Ped Phase 48 il 8 18
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
Coordination - Bank 2 <C+0+C=2>
e3 of8
1 = Prc9mmm6d WALK TimeforSync Phases
2 = Always Terminsle Sync Phase Peds
SYnc Phasos <C+0+c=1>
F
Free Laq 246A
Plan 1 - Lag 2168
Plan 2 - Lao 2468
Plan 3 - Lag 2il 68
Plan 4 - Laq 46 8
Plan 5 Lag
Plan 6 - Laq
Plan 7 " Laq
Plan 8 - Laq
Plan 9 - Lag
External Laq
Laq Phases <c+o+c=1>
0 1
2 3
4 5
6 7
8 B
c
D
E
F
0 1
2 3
4 5
6 7
8 I
B
c
D
E
F
E
Plan 1 - Sync 26
Plan 2 - Sync 26
Plan 3 - Sync 6
Plan 4 - Sync 6
Plan 5 - Sync
Plan 6 ' Sync
Plan 7 - Sync
Plan 8 - Sync
Plan 9 - Sync
NEMA Sync
NEN,4A Hold
Coord Exlra
-
-
III
-
II
-
I
-
I
0 I
2 3
4 5
7 8
9 B
c
D
E
F
0 1
4 6
7 A
B
c
o
E
F
0 ,l
2 3
4 5
6 7
8 9
B
c
D
E
F
0 1
2 3
4 5
6 7
I
I
B
D
E
F
Prinled on 6/16/2017 2:33 PM Timing Sheet Version: 233 RV2 0 0
58 7
Cotunn Nu/'1,be6 -->
t_
r--.1 t= t- r_T_t F_] _l
Revision: 10430
INTERSECTION: 'i34 7th & Locust Paoe 4 (ot 8)
Column 9 Column A Column B Column C Column D Column E Column F Spec. Funcl. 1 0 NOT 3 0 Max 2 0 Pretimed 0 Sel Monday Dial 2 o-wrc) 0 Sim Term Spec. Funcl. 2 0 NOT-4 0 Ext. Perm 1 0 Dial 3 (7-wr6) 0 EV.A 0 0
a
0 m
@
EB
,A
EN
Spec. Funct. 3 0 0 System Det 2 Ext. Perm 2 0 Offset '1 o-wrc) EVB Spec. Funct. 4 0 oR4 (b) 0 System Det 3 Dimming 0 Offset 2 0 wre) EVC NAND-3 (a) 0 OR-s (a) 0 Syslem Oel 4
0 o
0 0
0 0
0 0
0 Plan 4
ltl
0 0
Set Clock 0 EV-D
NANO-3 (b) oR-s (b) Syslem Del 5 Slop Time RR.1
NAND 4 (a)
0 0
0 0
0 0
0 0
0 0
OR-6 (a)
0 0
0 0
0 0
0 0
Syslem Del 6 Pian 6
NAND4 (b) oR-6 (b) Syslem Det 7 Plan 7 Excl. Ped Omit
0 0
0 0
0 0
0 0
0 Spec. Event 1
OR-7 (a) System Det 8 Plan 8 0 NOT-1 Spec. Event 2
oR 7 (b) Max lnhibit (nema) Plan I
0 o
0 0
0 0
ltl
NOT-2 External Lag 0
OR-7 (c) DELAY.A Phase Bank 2 OR-1 (a) AND-1 (a) 0
oR-7 (d) Force B tnemat DELAY,B 0 Phase Bank 3 oR-1 (b) AND-1 (b) 0 OR-8 (a) NAND-I (a) C.N.A (.eha) DELAY.C 0 Ovedap Set 2 OR-2 (a) AND'2 (a) 0 oR-8 (b) NAND-1 (b) Hold (,tema) DELAY.D 0 Overlap Set 3 oR-2 (b) AND-2 (b) 0 OR-8 (c) NAND-2 (a) 0 Max Recall 0 Detector Set 2 0 OR-3 (a) 0 AND-31a) 0 oR-8 (d) 0 NAND 2 (b) 0 Min Recall 0 0 Detector Set 3 0 oR-3 (b) AND 3 (b) 0 [email protected]
rEEE
r
rErEEEEE
EEEEEE
EEErEE

EEE EEE
0 1
2 3
4 5
7 8
9 B
c
D
E
F
0 ,|
2 3
4 5
6 7
I
I
A
B
c
o
E
F
0 1
2 4
5 6
1 I
B
c
D
E
F
0 1
2 4
5 6
7 8
I
A
B
c
D
E
F
Assignable lnputs
Assignable Outputs
<C=0+E=.126>
Column I Column A Column B Column C Column O Column E Column F Phase ON - 1 0 Preempl Fail 0 Flasher 0 Free 0
0 0
0 NOT.1 0 TOD Oul 1 0 Dial 2 {7 wire) o
o
o
o
0 0
0 0
0 Phase ON - 2 0 Sp Evnt Out 1 0 Flasher 1 Plan 'l oR,1 Dial 3 (7.wto) Phase ON-3 0 Sp Evnt Out 2 0 Fasl Flasher
o
o
0 o
o
0 Plan 2 TOD Out 3 Offset 1 (7 wire)
Phase ON - 4 Sp Evnt Out 3 0 Fiq 3 Diamond Plan 3 TOD Out 4 0 Offset 2 (7-wire) Phase ON - 5 0 0 Fiq 4 Diamond Plan 4 0 Offset 3 (7-wire) Phase ON -6 0 0 Plan 5 TOD Out 6 Free 0 wire)
Phase ON - 7 0 0 Plan 6 0
0 0
o
0 0
0 0
0 0
TOD Out 7
o
0 o
o
0 0
0 0
Flash (7-wtre)
Phase ON - 8 0 Sp Evnt Oul 7 Plan 7 0 Preempl
Ph. Check - 1 Sp Evnt Oul 8 NOT,3 Plan 8 0 Low Priority A Ph. Check ' 2
0 o
0 0
o
0 0
LU
NOT.4 0 Plan I 0 Adv. Warn - 2 Low Prio.ily B 0
Ph. Check - 3 Deteclor Fail oR-4 Spec. Funct. 3 0 DELAY A Low Priorily C 0 Ph. Check - 4 Spec. Funct. 1 oR-5 Spec. Funcl. 4 0 0 DELAY.B Low Priorily D 0 Ph. Check - 5 Spec. Funct. 2 oR-6 NAND.3 0 0 DELAY C
Ph. Check - 6 Central Control AND.4 NAND,4 0 RR.2 DELAY.D 0 Ph Check- 7
0 o
o
0 0
0 0
0 Excl. Ped DW NANO.1 oR7 0 Spec. Evenl 1 DELAY.E
Ph Check I Excl. Ped WK NANO-2 oR-8 0 Spec. Event 2 DELAY F

EEEEEEEEE
EEEEEI
I
IE

EEEEEEE
EIEEEE
EE
EEEE
EEE
EEE
Revision: 10430
<C=0+E=127>
Printed on 6/16/2017 2134 Pl,4 Timing Sheet Version: 233 RV2 RR2
lo
to
Ofiset 3 {7-w.e)
81 Plan 5
0 OR4 (a)
Syslem Det 't
Flash Sense
ManualEnable
Man. Advance
ExternalAlarm
0 0
0 tolo
OELAY.E
DELAY.F
Plan 1
Plan 2
Plan 3
0 0
0 0
tolofol- oFig 3 Diamond
Fig 4 Diamond
AND4 (a)
AND-4 (b)
0 oR-2 oR-.3-
AND.1
AND-2
AND,3
NOT-2
EV.A
FV.g ------l
EV-C
EV-D
RR-1
TOD Out 2 0
0 TOD Out 5 to
0 t-ioD o,' 8
So Evnt Oul 4 I
So Evnl Oul 5 I
Sp Evnl Oul 6 |
tololoI-olo
t-o
lo
lo
0 l-o
0 INTERSECTION: '134 7th & Locust Paqe 5 (of B)
Phase
1 3 1 5 6 7 8
0 0
Ped FDW 0
Min Green 0 0
T e 3 Disconnecl 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[rax Limit 0 0 0 0 0 0 0 0
[4ax Limit 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check
Reduce E
Yellow C
Red Clear
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cotunn Nunbet --.>
Phase Timinq - Bank 2 <c=o+F=2>
1 2 4 5 6 7
0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0 0
Type 3 Dasconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[,,!ax Limit 0 0 0 0 0 0 0 0
N,4ax Limit 2 0
0 0
0 0.0

0.0 0.0
0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0
PE N4in Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanqe 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Phase Timing - Bank 3 <C=0+F=3>
D8{ioht Savinos
sclg
<C/5+2+A>
<C/5+2+B>
<Cl5+2+c>
<Ct5+2+D>
Coordinated Lag Hold Phases
<C/5+1+C>
7-Wire Master
Begin Month 0
Begin Week 0
End Month 0
End Week 0
Daylight Savinqs Time
Time 84 Yellow
Phase NLrmber 0
Advance Warninq Beacon - Siqn I
Time 84 Yellow 0.0
Phase Number 0
Advance Warning Baacon - Siqn 2
Long Farlure 0.0
Short Failure 0.0
Power Cvcle Correction ,Deraurr - o /,
<F/1+0+8>
Min Green Before PE Force Off
<F/1+0+9>
Max Preempt Time Before Failure
<F/1+0+A>
Min Time Between Same Preempts
(Oo€s Not ApplyTo Railroad Preempt)
<C/5+1+9>
Transltion Tvoc
lenglhing
row Pnorilv
2 = Cnannd A
3 - Ch.nnolC
TBC Transition
<C/5+1+A>
t\.4ax lnilial
Alternale Walk
Altemate FOW
Allernale lnitial
Alternale Exlension
Alternate Timinq
Max lnilial
Alternale Walk
Alternate FDW
Alternale ln(ial
Alternale Extension
Alternate Timing
<F/1+C+E>
<F/l +C+F>
<F/1+O+E>
<F/1+D+F>
<F/1+0+6>
<Fl1+0+7>
Disable Low Priority Channel
<E/125+C+8>
I B EE Transition Type 0.3
I
2 3
4 5
6 7
8 B
D
E
F
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0-0
Phase 4 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6
0 0
0 0
0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0 0.0
Lag Hold Phases
Sync Oulput Time 0.0
0 1
2 3
I
5 6
I
B
D
E
F
9 B c o
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
[rin Time IE
Max Time (minutes) 0
Min Time (seconds) 0
Low Pri. Channel
Timing Sheet Version: 233 RV2 Revision: 10430
0 0
0 0
0 I
I
A
Printed on 6/16/2017 2 34 PM
INTERS ECTION: 134 7th & Locust Paqe 6 (of 8)
0 1
2 4
5 6
7 8
I
B
D
E
F
Colutnh Nunbors --> 0
,| 2
Cl Pin
Number Attributes Phase(s) Assiqn
39 457 123
40 4',l
12 43
44 45
46 157
457 4
8 123
457 123
123
457 4
457 8 123
47 457 't23
48 457 6 '123
49 157 123
50 457 8
5 56 457 123
57 457 '123
58 457 3 123
4 5 6 7
C1 Pin
Number
s9
60 61
62 63
64 65
67 Attribules Phase(s) Assiqn
457 5 '123
157 1 '123
457 7 123
3 457 2 '123
457
457 123
_45_7_ I '123
2 123
68 2 6 123
69 4 123
70 8
76 457 123
77 457 '123
78 457 4
79 157 8 123
DetectorAssignments <C+0+E=126>
,| 3
Delav
Carry0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 U.U
1 Delay
Carry0.0 0.0

0.0 0.0

0.0 0.0
Ped/Phase/Overlap
1 4 5 6 7
0 0 0 0 0 0 0 0
Oon't Walk 0 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0 0
Phase Yellow 0 0 0 U 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0 0
Ovedap Yellow 0 0 0 0 0 0 0 0
Overlap Red 0 0 0 0 0 0 0 0
Cotunn Nunbets -->
Redirect Phaso Outputs <c+0+E=127>
Enable Redirection
(Enable Redirection = 30)
D
Output Port 1
Output Po( 2
Output Port 3
Outpul Port 4
Outpd Pon 5
Oulput Porl 6
Output Porl 7
<E/125+D+o>
Max OFF (minutes) 0
lvax ON (minutes) 0
Dotector Failure Monitor
Oimminq <C+0+E:125>
Disable Alarms
B
DELAY-A 0
0 0

OELAY-B

DELAY-C
DELAY.D 0
DELAY-E 0
DELAY-F 0
Delay Loqic Times
<C+0+D=0> (seconds)
<C/5+F+0>
Disable Alarm Reportinq
<C/5+C+0>
<C+0+C=5> Redial Time tminures)
(View Redial Tamer al E/2iD+6)
<D/0+0+1>
<D/0+0+2>
Deteclor Attributes
7 = Caling
Det. Assionments
1=DelSeil

2. Del Ser2
3=Oot Set3
6 = Faihrre' lvin Re@ll
7 = Failure Max Recall
<C+0+D=0>
0 1
3 4
5 6
7 Cabinet Type 0
0 1
1 5
6 7
0 ,l
2 1
5 6
7 9
B
c
D
E
F
o
Number of Digits
1 st Diqit
2 ed Diqit
3 ed Digil
0 o
o
o
0 0
Lrl
4 th Digit
5 lh Diait
6lh Diqit
7lh Digit 0
8lh Digit
9 th Digil 0
10 th Digil 0
11 lh Oiqit 0
12lh Diqit 0
13 th Disit 0
14lh Disit 0
15 lh Dioil 0
EEEEEE
E
B
D
E
F
Omit Alarm
Time 0
Timing Sheet Version: 233 RV2
Oial-Back Telephone Number
Revision 10430

0.0 --o-:bl 2
6 457
2 157 6
123
I
12t
157 123
1 7
457 123
123
4 65
2 123
2 6
't23
0 Prinled on 6/16/2017 2134 PM
\t
0rA
134 7th & Locust
Time ao- 6 Day of Week
00:00 0 0
00:00 0 0
00i00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time Day of Week
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00:00 0
00:00 0
00:00 0
00:00 0
0 00:00 0
00:00 0
00:00 0
00:00 0
Time Holiday Tvpe
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
Column 4
Phases/Bits
<C+0+7=0 1> <C+0+E=27>
o Holiday Tyoe
00 00
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
T.O.O. Funcliong
C . Condltional S6rvice
E=Bit1-Lo.6lOvonide
Blt /t - Olsablo D3lector
OFF Monitor
BitT-O€leciorCounl
Bil 8 - Rcal ]lme Sdn
F . Outpirt Blll 1 0lru 8
7 TOO Coordination <c+o+9=o 1>
(Bank 1)
TOD
Function
Holidav Dates <c+o+8=1 1>
(Bank 1)
Holidav Evgnts <c+o+9=1 1>
(Bank 1)
o Holiday Tyoe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
Holiday <c+o+7=0.2> <C+o+E=28>
TOD Function
Holidav Dates <c+o+8=1 2>
(Bank 2)
Time !Il o Holidav TvDe
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
0O:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Plan Solsct
1&ru9=Coordination
Plan 1 lhtu 9
Ofls€t Ssl€ct
A. O(3€l B
C = Ofi3€r C
Month Select
TOD Coordination <c+0+9=0.2>
(Bank 2)
Time
Y!
e o Oay of Week
60:,00 2 23456
09 :00 '| 234s6
15:00 3 23456
!8:00 1 23456
22 :00 1 1234567
06:00 1 17
00:00 d 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
4 5
6 7
8 I
A
B
c
D
E
F
Time !
o6o Holiday Type
00:00
0O:00
00:00
00:00
00:00
0 0
0 0
0 0
0 0
0 0
0 0
00:00
00:00 0 0
00r00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00r00 0 0
00:00 0 0
-
-
0 1
3 4
5 6
7 8
I
A
B
c
D
E
F
Column,l
Phases/Bils
EI
-
Prinled on 6/16/2017 2:33 PM Timing Sheet Version 233 RV2 Holidav Events <c+o+9=1 2>
(Bank 2)
Revision 10430
00:00
-
I;;I
H
INTERSECTION: 134 7th & Locust Paqe 8 (of8)
0 '|
2 4
6 7
8 I
B
D
E
F
6 7 8 9 A B c D E F
Clear Time Ped Call H Advance Force Ofl Vehicle Call Permit Phases Ped Omil Oulpul 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Special Event Schedule - Table 1 <C+0+E=27>
6 7 A B c D E F
Clear Ped Call Hold Advance Force Off Vehicle Call Permil Phases Ped Omil Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
<C+0+E:28>
Noles
<E|27+5+F>
Limited Service lnterval
Notes
<E|28+5+F>
Limited Service lnterval
0 0
1 2
3 4
5 6
7 8
I
B
c
D
E
F
0 Printed on 6/16/2017 2:34 PM
Special Event Schedule - Table 2
Timing Sheet Version: 233 RV2 Revision: 10430

SENIOR TRAFFIC ENGINEEB
swrn+ 3!tz!rp
/L/J;"/^"*^
INTERSECTION: 325 6th & Locust
Group Assignment: NONE
Field Master Assignmenti llFleld Master l1- 6th 4th/sthE System Reference Number: 325
Change Record
Chanqe By Date Change BY Date
N/S Slreel Name: Not igned
E/W Street Name: Not Assigngd
Noles
P e1 of8
Last Dalabase Change 8 8:13
Drop Number 5
1 2
0 Zone Number
Area Nirmber
Area Address
OuicNet Channel
l\4anual Plan
l\4anual Offset
<C/0+0+0>
<C/0+0+1>
<C/0+0+2>
<C/0+0+3>
Manual Plan
19=Plan1'9
<C/o+A+1>
<C/0+B+'1>
<F/1+0+E>
<F/1+0+F>
<F/1+C+0>
Flash Starl 0

0.0 0.0
Red Reverl
All Red Starl
Exclusive Walk
0 0.0
Exclusive FDW
All Red Clear (OuicNet)
<F/1+0+0>
<F/'1+0+1>
<F h+0+2>
Communication Addresses Manual Selection
Phase
1 J 4 5 6 7 I
Ped Walk 0 7 0 7 0 0 0 7
Ped FDW 0 10 0 10 0 0 0 10
l\4in G.een 0 20 0 4 0 0 0 4
Type 3 Disconnecl 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Exlension 0.0

0.0 0.0
0 0
0 4.0 0.0 0.0 0.0 0.0 3.5
Max Gap 5.0 0.0 4.5 0.0 0.0 0.0 4.5
Min Gap 2.0 0.0 1.5 0.0 0.0 0.0 1.5
Max Limil 50 0 0 0 0
Max Limit 2 50 0 30 0 0 0 30
Adv / Delay Walk 0 0 0 0 0 0
PE Min Ped FDW 0 50 0 50 0 0 0 50
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.5 0.0 0.5 0.0 0.0 0.0 0.5
Yellow Chanqe 0.0 3.6 0.0 3.0 0.0 0.0 0.0 3.0

0.0 1.0 0.0 '1.0 0.0 0.0 0.0 1.0
Column Nunbe.s -->
Phase Timinq - Bank 1 <c+o+F=1>
Start / Revert Times Exclusive Ped Phase
(Ourpurs speciried in Assignable
Oulputs al E/127+A+E & F)
L,lax lnitial
RR-1 Delay 0
RR-1 Clear 0
EV-A Delay 0
EV-A Clear 5
EV-B Delay 0
EV-B Clear 0
EV-C Delay 0
5 0
0 0
EV-C Clear
EV-D Delay
EV-D Clear
RR,2 Oelay
Alfernate Walk RR'2 Clear 0
Allernale FDW
Alternate lnilial
Alternate Extension
Alternate Timinq <C+0+F=1> Preempt Timinq Phase Functions.cro*r=t' E F
0 1
2 3
4 5
6 7
8 B
c
o
E
F
0 0
0 Phase 1 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
I Permil
Red Lock
a4
4_8
't-r
22-1
Yellow Lock
l\4in Recall
Ped Recall
Rest ln Walk
Red Resl
Dual Entry 8
Max Recall
Soft Recall
Max 2
Cond Service
Man CntrlCalls
Yellow Starl _4_8
First Pheses
@
-
-zllr E
0 1
3 4
5 6
7 I
B
c
D
E
F
Printed on 3/1212018 8:13 AM Timing Sheet Version: 233 RV2 Revasion: 10430 -
l$anual Ofisel
1 = offset A
2 = Oflsel B
3 = Offsei C
# I
fI +
t0
A-l-B-T_c-f p I

3.5 0
Red Clear
TION: 325 6th & Locust
Overlap
,| 1 6 7 I
Load Switch Number 0 0 0 0 0 0 0
VehSetl-Phases
VehSel2-Phases
VehSel3-Phases
Neg Veh Phases
Neq Ped Phases
Green Omit Phases
Green Clear Omil Phs

0.0 0.0
Green Clear 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanqe 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Column Nunbats -->
Overlap Assignmants <C+0+E=29>
2 of8
E
Exclusive Phases
RR-1 Clear Phases
RR'2 Clear Phases
RR 2 Limiled Service
Prol / Perm Phases
Flash lo PE Circuils
Flash Entry Phases
Disable Yellow Ranae
Disable Ovp Yel Ranqe
Overlap Yellow Flash
EV-A Phases
EV B Phases
EV-C Phases 48
EV-D Phases
Extra l Conlig Bits 134
lC Selecl (lnlerconnect) 2
Cotunn Nuhbe.' -->
Configuration <c+o+E=125>
Fast Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passage
Simultaneous Gap Term
Sequential Timing
Advance Walk Phases
Delay Walk Phases
Exlernal Recall
Slart-up Overlap G.een
I/lax Extension
lnhibit Ped Reservice
Semi-Acluated
Start-up Overlap Yellow
Stan-up Vehicle Calls
Slarl-up Ped Calls
Specials
Els$lefE a
PE Non-tock
2=EVB 6=RR2 3-EVC 7=SEl
4=EVD 8=SE2
lC Sobcl Flso3
oordination
Transition
Minimums
<C+0+C=5>
EV.A 0
EV.B 0
EV.C 0
EV,D 0
RR,1 -
RR-2 '
SEl
SE.2 0
Prcempt
Priority
<C+0+E=125>
('RR-1 is alwEF Hi0host.
and RR,2 is a\rays
Second Highesr )
Ertr6 t Fladg
1 = TBC Typ€ t
2: NEMA E(. Coord
3 : Auto O€rishr savings
7 : Fb3n ' Cba, Outsuls
8: Splr Rins
Edla 2 Flaos
1 - AWB Ordng hili8l
6:
8:

F
Ext. Permil 1 Phases
Exl. Permit 2 Phases
Exclusive Ped Assiqn
Preempt Non-Lock
Ped for 2P Output
8 Ped for 6P Output
Ped for 4P Output
Ped for 8P Output
Yellow Flash Phases
Low Priority A Phases
Low Priority B Phases
Low Priority C Phases
Low Priority D Phases
Reslricted Phases
Extra 2 Confio. Bils
Confiquration <C+0+E=125>
0 1
2 3
1 5
6 7
8 9
B
D
E
F
0 1
2 3
I
6 7
8 9
B
c
D
E
F
0 1
J
I
5 6
7 9
A
B
c
D
E
F
2 Phase 1 0
Phase 2 20
Phase 3 0
Phase 4 5
Phase 5 0
Phase 6
Phase 7
Phase 8
0 0
5 6
7 8
9 B
c
D
E
F
Printed on 3/12120'18 8:13 AM Timing Sheet Version: 233 RV2 <C+0+F=2>
Revision: 10430
2 2
4 0.0

0.0 Red Clear
I
I
0 _t _t
_l t-_
-
=
I
0 I
h;;t
rt-l
Ll_.1 l2
lllrl
TION: 325 6th & Locust
Plan
1 34
5 67
s
75 75 75 0 0 0 0 0 0 0 0 0
28 26 28
Cycle Lenglh 60
0 0
0 00
Phase 1 - Forceoff
0 0
00 0
0 Phase 2 ' Forceoff
0 00
0 0
Phase 3 - Forceoff
0 00
0 0
0 Phase 4 - Forceoff 26
0 0
00 0
Phase 5 - Forceoff
0 00
00 0
0 Phase 6 ' Forceoff
00 00
0 0
00 Phase 7 - Forceoff
00 0
00 0
00 0
Phase I - Forceoff 2A 26 28 26
00 0
0 0
Ring Offsel
00 0
0 00
0 0
Offsel 16 12 't5
0 00
0 0
Offsel 2
0 00
0 00
0 0
Offser 3
00 0
0 0
0 00
Perm 1 - End
7 7 10
0 0
00 0
Hold Release 255 255 255
0 00
0 Zone Offset
00 0
00 0
00 0
Colonn Numba,. -'->
Coordination - Bank
1 <C+0+C=1>
Ped Adjustment
00000
0 00
0 00
0 Perm 2 - Slart
00 00
0 0
0 Perm 2 - End
0 0
0 00
00 0
Perm 3 - Start
0 00
0 00
0 0
Perm 3 - End
0 00
00 0
0 0
Reservice Time
00 00
00 0
Reservice Phases
Pretimed Phases 48 48 48 48
[rax Recall
Perm 1 Veh Phase /t8 48 18 48
Perm 1 Ped Phase il
8 48 48 18
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
Coordination - Bank
2 <C+0+C=2>
1 = ProSrsmmed WALK Trme ror Sync Phases
2 = Alwsys Teminare Sync Phsse Peds
e3 of8
E
Plan 1 - Sync
2 6
26 Plan 2 - Sync
Plan 3 - Sync
Plan 4 - Sync
Plan 5 Sync 26
Plan 6 - Sync
Plan 7 - Sync
Plan 8 - Sync
Plan I - Sync
NEMA Sync
NENrA Hold
Coord Exlra
SYnc Phases <C+o+C=1> F
Free Laq _2_4_6 I
Plan 1 - Lag 2458
Plan 2 - Lag 2468
Plan 3 - Laq 2168
Plan 4 - Lag 2468
Plan 5 - Lag 246
8 Plan 6 - Lag
Plan 7 - Laq
Plan I - Lag
Plan 9 - Lao
External Laq
Laq Phases <C+0+C=1>
457IIBcoEF
013456fIBDEF
012456789BDEF
012345678IABcDEF
01231578BcDEF
,|2345678IBcoEF
Printed on 3/1212018 8:13 AM Timing Sheet Version: 233 RV2 Revision: '10430 F;]
0l
1l -,-t
0 0
0 0
0 38
0 0
0 26
26 00
0 0 +-
-
- I
t_I
t_
INTERSECTION: 325 6th & Locust Paqe 4 (of8)
0 I
2 4
5 6
7 I
A
B
c
D
E
F
Column 9 Column A Column B Column C Column D Column E Column F Spec. Funct. 1 0 NOT-3 Max 2 0 Pretimed
0 0
0 Sel Monday Dial 2 0 wrc) 0 Sim Term 0
Spec. Funcl.2 0 NOT 4
0 o
0 0
0 0
0 0
0 System Det 1 0 Plan 1 Ext. Perm 1 Dial 3 (7-wrc) EV-A 7'l Spec. Funcl. 3 0 OR-4 (a) System Det 2 0 Plan 2 Offset 1 (7-wirc) EV.B 51 74
Spec. Funct. 4 0 oR-4 (b) System Det 3 0 Plan 3 Dimminq 81 0
0 0 0
EV.C
NANo-3 (a) 0 oR-5 (a) System Det 4 Plan 4 Set Clock Ofiset 3 (7 wtre) EV.D NAND,3 (b) 0 oR-s (b) System Det 5 Plan 5 0 Slop Time Free (7.wire) RR.1 NAND-4 (a) 0 OR-6 (a) Plan 6 0 Flash Sense 0 52
NAND-4 (b) 0 oR-6 (b) System Det 7 Ltl
o
Fl
0 Lrl
0 Plan 7 0 l\,4anual Enable Excl. Ped Omit Spec. Event 1 0 OR-7 (a) 0 Fig 3 Daamond System Det 8 Plan 8 I\,lan. Advance NOT-1 Spec. Event 2 0 oR-7 (b) 0 Fiq 4 Diamond 0 [4ax lnhibit (nema) Plan I ExternalAlarm NOT.2 0 Exlernal Laq OR-7 (c) AND-4 (a) 0
0 o
0 0
0 0
0 0
Phase Bank 2 OR-1 (a) 0 AND-1 (a)
0 0
0 0
0 oR-7 (d) AND-4 (b) 0 Force B (nema) oR-1 b
oR2 b
oR-3 a
oR-3 b
0 AND-1 (b)
OR-8 (a)
0 0
0 0
0 0
NAND-1 (a) 0 C.N.A. (n€ma) 0 0
oR-8 (b) NAND-1 (b) 0
Phase Bank 3
Detector Set 3
0 AND-2 (b)
OR-8 (c) NAND-2 (a) 0 DELAY.E 0 0 AND-3 (a) 0
oR-8 (d) NAND-2 (b) 0 Irin Recall DELAY-F 0 0 AND-3 (b) 0

EEEEE EEEEE
r
EEEEEE
0 1
3 4
5 6
7 8
I
B
D
E
F
0 ,|
3 4
5 7
8 9
B
c
D
E
F
Assiqnable lnputs
A,ssiqnable Outputs
<c=0+E=126>
Column I Column A Column B Column C Column D Column E Column F Phase ON 1 0 Preempt Fail 0
o
0 0
0 0
0 Flasher 0 Free 0 NOT.l TOD Out 1 Dial 2 (7 wre) 0
0 Phase ON - 2 0 Sp Evnt Out 1 Plan 1 0 Dial 3 o-wirc)
Phase ON - 3 0 Sp Evnt Out 2 Fast Flasher o
0 0
0 0
0 0
Plan 2 0 Offsel 1 0,wire) 0
Phase ON - 4 0 Sp Evnt Oul 3 Fiq 3 Diamond Plan 3
0 Ltl
o
0 o
o
0 Offset 2 (7 wre) 0
Phase ON - 5 0 Sp Evnt Out 4 Plan 4 TOD Out 5 Offset 3 (7-wrc) 0 Phase ON - 6 0 Sp Evnt Oul 5 Plan 5
0 0
o
o
0 0
o
TOD Out 6 Free 0 wne)
Phase ON - 7 0 Sp Evnt Out 6 TOD Oul 7 Flash 0-Wre)
Phase ON - 8 0 Sp Evnl Out 7 0 Plan 7 TOD Out 8 Preempl 0 0
0 0
0 0
Ph. Check '1 0 Sp Evnl Out B 0 Plan 8 EVA 0 Low Priority A Ph. Check - 2 0 NOT-4 Plan I 0 EV-B Adv. Warn - 2 0 Low Priority B Ph. Check - 3 Detector Farl 0 oR-4 0 Spec Funcl 3 0 EV-C Low Priority C Ph. Check - 4
0 o
o
0 0
Spec. Funct. 1 0 oR-5 Spec. Funct. 4 0 EV.D
0 0
0 0
Low Prioraty D 0
Ph. Check - 5 Spec. Funct. 2 0 oR-6 NAND-3 0 RR.1 DELAY-C Ph. Check - 6 CentralControl 0 AND 4 NAND 4 0 RR-2 0 DELAY D Ph. Check - 7 Excl. Ped DW 0 NANO-1 0 oR-7
oR-8
0 Spec. Event 1 0 DELAY-E
Ph Check - 8 Excl. Ped WK 0 NAND.2 0 0 Spec. Evenl 2 0 DELAY-F EEEEEE

EEEEEEE
EEEI
I
I
EEEEEE
E
EE
0 ,l
2 3
1 5
6 7
8 9
B
c
D
E
F
Printed on 3/1212018 8:13 AN4 Timing Sheet Version: 233 RV2 <c=o+E=127>
Revision: '10430
System Del 6 RR.2
AND-2 (a)
Horfi;;-__--]
Iaax Recail ---l o
Offset 2 (7 wi.e)
0 Ext. Perm 2
ECsh tr!\,rt_-..l
OR-2 (a)
lo
0 lo
0 0
0 0
tolo
0 o
-o
U
o
lolo
0 o
fo

DELAY-A
DELAY.B

OELAY-C

DELAY-D
Overlap Set 2
Overlap Set 3
Delector Set 2
0 F+- Foll o
tolo
TOD Oul 2
TOD Out 3
TOD Out 4
Flasher 'l
Plan 6
toR2
LoR-3
0 0 oR,1
tolo
0 0

DELAY-A
DEIA/S
Fig 4 Diamond
NOT-3
INpr
AND-2
AND.3
NOT-2
tofo
0 tol-o
0 INTERSECTI & Locust Paqe 5 (of 8)
Phase
I 2 3 4 5 6 7 8
Ped Walk 0
Ped FDW 0
l\,,!in Green 0
T 3 Disconnect 0
Added Vehicle 0.0
Veh Extension 0.0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0 0 0 0 0
lvlax Limit 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanae 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Colunn Numbo6 -->
Phase Timing - Bank 2 <C=0+F=2>
1 3 4 5 6 7 8
0 0
0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0
I\,lin Green 0 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
t\.4ax Limit 0 0 0 0 0 0 0 0
Max L mil2 0
0 0
0 0.0

0.0 0.0
0 0 0 0 0 0 0
Adv. / Oelay Walk 0 0 0 0 0 0 0
PE l.,!in Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reducr Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanqe 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Phase Timinq - Bank 3 <c=0+F=3>
Davliohl Savinos
octq
<Ci 5+2+A>
<C/5+2+B>
<C/5+2+C>
<C/5+2+D>
<C/5+1+9>
TEnsilion Tvpe
lengthing
TBC Transition
Begin N4onth 0
Begin Week 0
End Monlh 0
End Week 0
Dayliqht Savinqs Time
Time 84 Yellow 0.0
Phase Number 0
Time 84 Yellow 0.0
Phase Number
<C/5+1+A>
Coordinated Lag Hold Phases
<C/5+'1+c>

7.Wire Master
Max lnilial
Alternale Walk
Alternate FDW
Alternate lnitial
Allernate Exlension
i,4ax lnitial
Atternale Walk
Alternale FDW
Alternate lnitial
Allernate Extension
Alternate Timinq
Advance Warninq Beacon - Sign 1
<F/1+C+E>
<F/1+C+F>
<F/1+D+E>
<F/1+D+F>
<F/'l+0+6>
<Fl1+0+7>
Advance Warninq Beacon - Sign 2
Long Failure 0.0
Shorl Failure 0.0
Power Cvcle Correction iDeralh = o 7)
<F/1+0+8>
Min Green Before PE Force Off
<F/1+0+9>
Max Preempt Time Before Failure
<F/1+0+A>
Min Time Bstween Same Preempts
(Does Nor Apply To Rsikoad Prcempr)
<Eh25+C+8>
Disable Low Priority Channel
IIEIT Transilion T
0 I
2 3
4 5
7 8
9 A
B
c
E
F
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8
0 0
0 0 0 0 0.0
Time 0.0
0 1
4 5
7 I
9 B
c
o
E
F
9 A B D
Phase 1 0 0 0.0
Phase 2
0 0
0 0
0 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
Min Time 0
Max Time (minules) 0
Min Time (seconds) 0
Low Pri. Channel
Prinled on 3/1212018 8 13 AM Timing Sheet Version: 233 RV2 Low Pnontv
2 = Chsnnel B
Revision: 10430
0 0.0
Alternate Timinq

0.0 tl_l-A I
Lao Hold Phases
0 0
INTERSECTION: 325 6th & Locust
4 5
6 7
I
I
A
B
c
D
E
F
Paqe 6 (of 8)
Coludn Numbe/s --> 0 I 2 3
Cl Pin
Number Phase s
157
40 457 6
Assiqn
123
123
4',1 157 4 '123
457 123
43 123
44 157 5
45 457 123
46 457 8 123
17 457 2
48 49
50 55
56 57
457 '123
457 't23
457 8
157 123
,| 123
457 7
157 3 123
OetectorAssignments <c+o+E=126>
1 Delay
Carry0.0 0.0

0.0 0.0

0.0 0.0
4 Delav
Carry0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0 0.0
Enable Redirection
(Enable Redirection = 30)
D
Output Port 1
Outpul Port 2
Oulpul Port 3
Orrtput Port 4
Output Porl 5
Oulpul Port 6
Oulpul Port 7
Dimminq <c+0+E=125>
B
DELAY.A 0
DELAY.E 0
DELAY.C 0

DELAY D
DELAY.E 0
DELAY,F 0
Ped/Phase/Overla p
1 3 4 5 6 7
0 0 0 0 0 0 0 0
Don'l Walk 0 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0 0 0
Phase Red 0
0 0
0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0
Ovedap Yellow 0 0 0 0 0 0 0
Overlap Red 0 0 0 0 0 0 0
Cotumn Nu,'l,bets -- >
RodirectPhaseOutputs <c+o+E=127>
<E/125+D+0>
Max OFF
Max ON
0 0
<D/0+0+1>
<D/0+0+2>
Oeteclor Anributes
7 = Calling
Detector Failure Monitor
D
Number of Diqits 0
1 st Diqit 0
2 ed Digit 0
3 ed Digit 0
0 0
0 0
0 4lh Diqit
5 th Digit
6 th Digal
7 th Dioit
8 lh Digit
9lh Disit 0
'10 lh Dioit 0
11 lh Digit 0
'12 th Diqit 0
13 th Dioil 0
14 th t
15 th it
0 0
Disable Alarms
7 = Deloclor Fallurc
Det. Assionments
Oisable Alarm Reportinq
Delay Loqic Times
<C+0+D=0> (seconds)
<C/5+F+0>
<Ci 5+C+0>
1 2
3 5
6 7
I
Der. Sel 2
Det Set 3
<C+0+D=0> Redial Time (minures)
(View RedialTimer at E/2+D+6)
<C+0+C=5>
0 1
2 3
1 5
7 Cabinel Type 0
0 1
2 3
I
7 0
1 2
3 4
5 6
7 8
I
B
c
D
E
F
4 5 6 7
C,I PiN
Number Allribules Phase(s) Assion
59 tI]jT 5 123
60 457 1 123
6'1 457 7 123
62 157 3 123
63 75
EN
70 I:F
69 68
67 457 2 123
457 5 123
457 4 123
457 8 '123
2 't23
2 6
,123
4 '123
2 8 123
457 2 123
457 6
78 457 123
79 157 I 123
r
r
rE
B
c
D
E
F
Time
Prinled on 3/1212018 8r13 AM
Dial-Back Telephone Number
Revisron: 10430
E
tq
H.t
|_3l
_2_
I
157
1 123
1 5
457
123
U.U

0.0 2
4 0
lOmil Alarm
-ol
Timing Sheet Version: 233 RV2
INTERSECTION: 325 6th & Locust
0 1
2 3
4 5
6 7
B
c
o
E
F
Paqe 7 (of 8)
TOD Coordination <c+o+g=o 1>
(Bank 1)
TOD
Function
Time o Day of Week
06:00 _23456
09:0O 2 23456
15 :00 3 23456
18:00 2
-23456 22 ..00 4 1234567
06:00 2 7
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 r00 0 0
00 :00 0 0
Time !I o Day of Week
00 00 0 0
00 00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00r00 0 0
00:00 0 0
00:00 0 0
00 :00 0 0
Time Day of Week
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00 i00 0
00:00 0
00:00 0
0 0
00:00
00:00
Column 4
Phases/Bils
<C+0+7=0.1> <C+O+E=27>
o Holaday Tvpe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
o
t
Holiday Type
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
Time _!
0- o Holiday Type
00:00 0 0
0 0
00:00 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00i00 0 0
Holidav Events <c+o+g=1 1>
(Bank 1)
Time !
o- o Holiday Tvpe
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 i00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Holidav Events <c+o+9=t 2>
(Bank 2)
T.O O. Function3
8 = Ooubto Entry
C = Condiuonal Ssrvico
E:Bil1-LocalOv€nido
Bira,DEabloDaieclor
OFF Monilor
aI7'D6loclorCounl
Bil 8 - R6al Time Spiil
F = Oulp{l Bii3 I lhru 8
Plan S6r6ct
t hru 9 = Coodinalion
Ollsal Soloci
B = Ofl.sl B
Time Holiday Type
00:00 0
00:00 0
00:00 0
00 i00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
I',4onih S€l6ci
TOD Coordination <c+o+g=o 2>
(Bank 2)
Holiday <c+0+7=0.2> <C+0+E=28>
TOD Function
Holidav Dates .c+0+8=t.z'
(Bank 2)
0 1
3 4
6 7
8 B
o
E
F
Column 4
Phases/8lts
-
-
Printed on 3/1212018 8r'13 AM Timing Sheel Version: 233 RV2 Revision: 10430 !
_g_
,|
Holidav Dates .c+o+B='1.1>
(Bank 1)
INTERS N: 325 6th t Locust
0 1
4 5
6 7
I
I
B
c
D
E
F
Paqe 8 (of 8)
6 7 I 9 A B D E F
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Outpul 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Special Event Schedule - Table 1 <C+0+E=27>
7 I I B D E F
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Oripul 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
<C+0+E=28>
Noles
<E127+5+F>
Limited Service lnterval
<E/28+5+F>
Limited Service lnterval
0 0
1 2
3 4
5 6
7 8
I
B
c
D
E
F
0 Printed on 3/12i2018 8:13 AM
Special Event Schedule - Table 2
Timing Sheet Version: 233 RV2 Revision: 10430
Notes:

-f’A--e coY
0 Co / a / /3
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:04:58 9/9/ 1 —— CONFIGURATION DATA —— Last Change: 7/21/97 <E±E+row> PHASE/BIT: 12345678 <E+F÷row> PHASE/BIT: 12345678 <0> EXCLUSIVE PH
<1> RRI GRN CLR EXT. PEM 1
<2> RR2 GRN CLR EXT. PERM 2
<3> RR2 LTD SERVE EXCL. PED
<4> PROTECT PERM
<5> FLH TO PREMPT FED 2P 2
<6> FLASH ENTRY FED 6P 6
<7> DSABL MIN YEL PED 4P 4
<8> DSABL OVP YEL FED 8P
<9> OLAP FLSH YEL FLASH YELLOW
<A> EMER VEH A 2 5
 EMER VEH B
<C> EMER VEH C 1 6<D> EMER VEH D
<E> EXTRA 1 BITS 1 34 RESTRICT
<F> IC SEIJ. BITS 2 EXTRA 2 BITS
PgDn t.o view Overlap Assignments
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:05:02 9/9/ 1 —— OVERLAP CONFIG. AND TIMING —— Last Change: 2/14/96 OL1 0112 0113 0L4 0L5 0L6 0L7 OLS
LDSW 6 0 0 0 0 0 0 0SET1 3 6
SET 2
SET 3
NEG V

NEG PG OM
GC OM —— Extension / Clearance Timing -—
GREEN 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
YELL 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
RED 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
PgUp to view Configuration
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:05:13 9/9/ 1 --PHASE FUNCTIONS -- Last Change: 6/09/99 <C+0+F> = 1
Enter at
PHASES: 12345678
<F+F+row>
<C+0+F> = 2 PHASES: 12345678

FAST G FLASH

GREEN FLASH

FLASH WALK
GUAR. PASSAGE
SIMULUT. GAP
SEQ tL TIMING

ADVANCED WALK

DELAYED WALK

EXTERN RECALL

MAX EXTEN

INH PED RSRV

SEMI ACTUATEDSTRT VEH CALL

STRT PED CALL
<0> PERMIT 123456
<1> RED LOCK 12 456
<2> YELLOW LOCK
<3> VEW RECALL 2 6
<4> PED RECALL
<5> PEDS (VIEW) 2 4 6
<6> REST IN WALK
<7> RED REST
<8> DOUBLE ENTRY
<9> MAX RECALL
<A> SOFT RECALL
 MAX 2
<C> COND SERVE
<D> EXT COND
<E> YELLOW START 4
<F> FIRST PHASES 2 6
PgDn to view Dimming Assignments
8TH at LONG BEACH
PHASE BANK 1

TIMING PARAMETERS

NBL SET
PHASE: <1> <2> <3>
mt. : 13
Coord. Net:

Change:

CITY OF LONG BEACH
11:05:16 9/9/ 1 -- PHASE

E/WT SBL
<4> <5>
Last
NBT
<6>
6/09/99
<7> <8>
<0> WALK 0 6 0 6 0 6 0 0
<1> FLASH D/W 0 13 0 23 0 12 0 0
<2> MIN INITIAL 3 10 7 4 4 15 0 0
<3> TYP3LIMIT 0 0 0 0 0 0 0 0
<4> ADD/VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
<5> VEH EXT 1.9 4.0 2.0 2.5 1.9 4.0 0.0 0.0
<6> MAXIMUM GAP 2.3 5.0 2,0 3.5 2.3 5.0 0.0 0.0
<7> MINIMUM GAP 1.1 2.0 2.0 1.5 1.1 2.0 0.0 0.0
<8> MAX LIMIT 8 45 22 13 10 45 0 0
<9> MAX 2 15 50 22 13 15 50 0 0
<A> ADV/DLYWALK 0 0 0 0 0 0 0 0
 PREMT PD CLR 50 50 50 50 50 50 0 0
<C> CONDSVCMIN 0 0 0 0 0 0 0 0
<D> REDUCE EVERY 0.5 0.5 0.5 0,5 0.5 0.5 0.0 0.0
<E> YELLOW 3.0 3.0 3.0 3.0 3.0 3.0 0.0 0.0
<F> RED CLEAR 1.0 1.0 1.0 2.0 1.0 1.0 0.0 0.0
<F+colurnn+row>
PgDn to view Alternate Timing
CITY OF LONG BEACH 8TH at LONG BEACH mt. 13
Coerd. Net:
11:05: 31 9/9/ 1 DETECTOR TIMING -- Last Change: 6/02/99 DET. NO. DELAY CARRY DET. NO. DELAY CARRY
<0> 01 0.0 0.0 17 0,0 0.0
<1> 02 0.0 0.0 18 0.0 0.0
<2> 03 2.0 0.0 19 0.0 0.0
<3> 04 0.0 0.0 20 0.0 0.0
<4> 05 0.0 0.0 21 0.0 0.0
<5> 06 0.0 0.0 22 0.0 0.0
<6> 07 2.0 0.0 23 2.0 0.0
<7> 08 0.0 0.0 24 0.0 0.0
<8> 09 0.0 0.0 25 0.0 0.0<9> 10 0.0 0.0 26 0.0 0.0<A> 11 2.0 0.0 27 0.0 0.0 12 0.0 0.0 28 0.0 0.0
13 0.0 0.0 29 0.0 0.0
14 0.0 0.0 30 0.0 0.0
15 0.0 0.0 31 2.0 0.0
16 0.0 0.0 32 0.0 0.0
<see Help (?) for keystrokes>
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:05:35 9/9/ 1 -- TIME BASE COORDINATION Last Change: 9/09/ 1 --Bank 1 --

TIME PLAN OFS
DOW
1234567
--Bank 2 --

TIME PLAN OFS
DOW
1234567
EVENT 0 05:30 14 A 23456 00:00 0
EVENT 1 08:30 14 A 23456 00:00 0
EVENT 2 15:30 14 A 23456 00:00 0EVENT 3 18:30 14 A 23456 00:00 0 EVENT 4 22:00 14 A 1234567 00:00 0
EVENT 5 05:30 14 A 1 7 00:00 0
EVENT 6 00:00 0 00:00 0
EVENT 7 00:00 0 00:00 0
EVENT 8 00:00 0 00:00 0
EVENT 9 00:00 0 00:00 0
EVENT A 00:00 0 00:00 0
EVENT B 00:00 0 00:00 0
EVENT C 00:00 0 00:00 0
EVENT D 00:00 0 00:00 0
EVENT E 00:00 0 00:00 0
EVENT F 00:00 0 00:00 0
<see Help (?) for keystrokes>
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:05:40 9/9/ 1 -- TIME OF DAY FUNCTIONS -- Last Change: 9/09/ 1 <7+event#>
-Banki- DOW
TIME FUNCTION 1234567
PH/BIT
12345678
-Bank 2 - DOW PH/BIT
TIME FUNCTION 1234567 12345678
EVENT 0 05:30 E— MISC. 1234567 1 00:00 NONE
EVENT 1 00:00 NONE 00:00 NONE
EVENT 2 00:00 NONE 00:00 NONE
EVENT 3 00:00 NONE 00:00 NONE
EVENT 4 00:00 NONE 00:00 NONEEVENT 5 00:00 NONE 00:00 NONE EVENT 6 00:00 NONE 00:00 NONE
EVENT 7 00:00 NONE 00:00 NONE
EVENT 8 00:00 NONE 00:00 NONE
EVENT 9 00:00 NONE 00:00 NONE
EVENT A 00:00 NONE 00:00 NONE
EVENT B 00:00 NONE 00:00 NONE
EVENT C 00:00 NONE 00:00 NONE
EVENT D 00:00 NONE 00:00 NONE
EVENT E 00:00 NONE 00:00 NONE
EVENT F 00:00 NONE 00:00 NONE
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:08:38 9/9/ 1 -- COORDINATION SHEET I —— Last Change: 6/28/99 PLAN: <1> <2> <3> <4> <5> <6> <7> <8> <9>
<0> CYCLETIME 75 75 75 0 0 0 0 0 0
<1> FORCEPH,1 69 69 69 0 0 0 0 0 0<2> FORCEPH.2 0 0 0 0 0 0 0 0 0 <3> FORCEPH.3 27 27 27 0 0 0 0 0 0
<4> FORCEPH.4 42 42 42 0 0 0 0 0 0
<5> FORCEPH.5 69 69 69 0 0 0 0 0 0
<6> FORCEPH,6 0 0 0 0 0 0 0 0 0
<7> FORCEPH.7 0 0 0 0 0 0 0 0 0
<8> FORCEPH.8 0 0 0 0 0 0 0 0 0
<9> RINGOFFSET 0 0 0 0 0 0 0 0 0
<A> OFFSET
A 30 45 35 0 0 0 0 0 0
 OFFSETB 0 0 0 0 0 0 0 0 0
<C> OFFSETC 0 0 0 0 0 0 0 0 0
<D> ENDPERM1 2 2 2 0 0 0 0 0 0
<E> HOLD REL. 255 255 255 0 0 0 0 0 0
<F> ZONEOFFSET 0 0 0 0 0 0 0 0 0
<C+plan#±row>
CITY OF LONG BEACH 8TH at LONG BEACH Int. : 13
Coord. Net:
11:08:45 9/9/ 1 —— COORDINATION SHEET 2 —— Last Change: 6/09/99 PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLAN 5
PEDADJUST 0 0 0 0 0STRTPERM2 2 2 2 0 0END PERM 2 10 10 10 0 0STRT PERM 3 18 18 18 0 0END PERM 3 30 30 30 0 0 RSRVTIME 0 0 0 0 0
*RSERV PHAS
*PRETIMED
*MAX RECALL
*PERM I VEH 34 34 34*PERM1PED 4 4 4*PERM 2 VEH 34 34 34 *PERM 2 PED
*PERM3VEH 1 5 1 5 1 5
*PERM 3 PED
* Indicates Phase Flags press for plans 6 through 9 ——> CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:08:51 9/9/ 1 -- MISC. COORD. PARAMETERS -— Last Change: 2/14/96 SYNC PH. LAG PH. MISC.

FREE xxxxxxxx 2 4 6 8 TRANSITION 0.3
PLAN 1 2 6 2 4 6 8 LAG HOLD
PLAN2 2 6 2468
PLAN3 2 6 2468 SYNCTIME 0
PLAN4 2 6 2468
PLAN 5 Phase 1 MIN 3
PLAN 6 Phase 2 MIN 10
PLAN 7 Phase 3 MIN 10
PLAN 8 Phase 4 MIN 5
PLAN 9 Phase 5 MIN 3
NEMA SYNC xxxxxxxx Phase 6 MIN 10
NEMA HOLD xxxxxxxx Phase 7 MIN 0
EXTNL LAG xxxxxxxx Phase 8 MIN 0
COOR XTRA xxxxxxxx ZONE <C÷0+1> I
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:08:59 9/9/ 1 —— MISCELLANEOUS TIMINGS Last Change: 6/02/99

DELAYED LOGIC TIME PREEMPT & MISC
RR1 DELAY 0
DELAY A 0 RR1 CLEAR 0
DELAY B 0 EVA DELAY 0
DELAY C 0 EVA CLEAR 5
DELAY D 0 EVB DELAY 0
DELAY E 0 EVB CLEAR 0
DELAY F 0 EVC DELAY 0
EVC CLEAR 5EVD DELAY 0EVD CLEAR 0RR2 DELAY 0
RR2 CLEAR 0
<D/0+0+1> DET MAXOFF 0
<D/0+0+2> DET MAXON 0
<F/1+C+O> RED START 0.0<F/1-i-0+F> RED RVERT 0,0
PgDn to view ExcI. Ped and Warning Sign timing
* t— F- f- f- I- I- c_1 Q (71 (,i tJ C 0’ -O ui 4 W Lu
z C
p-s. 0 o
) (71 Q1 (71 (7! ()1 4 4 4 W I 1-4 J
rP .O I
(D 0
O !2
I * —. C)
I W
I
(0 (31 01 01 (7! 01 (71 Ui (31 01(7! (7! 01 Ui (7101 (71 I PCD I C) -— .-J — -_i —J -— — —1 - - I 1-4 Plj 1W 1*
tJ t’Jl
(13 lti
I
o Ic 1
ItxI
1W
-l- * 1-3
L) t) J t\) t%) J J 3 I
(13(13(13(13(13(13(13(13(13(13(13(13(13(13(13(131 > C) Co 1W 1- 1-3
1W 0 1
11-1
IC)
1-3
1-3 t
0 (13 (13 (13 M ) t%J J t) t3 M tJ O P- f- LJ 4-4 Z
tsJ I— C) cC> CO •ci CYi (TI 11:5. c13 t.J i— c> o Co - tu tEl C) -3 W
tEl tEl
ci
C) -_ —3 —1 — O O O (3 O O O O O O 01 1-4 I co co —i o C cc> Co -a ol 4h (13 tJ P- C) cc> I I *
0101 (31 (TI 01010101 I
t
I!—!
1W tfl
I *
I QQrt
Is-El ::y11.

IE ic
I> -“
ItO
ILzi (DZI—
Co ItO •(DW
r1
I—h I- I—i P— I * t’J-.

L) t) t\) ) ) t) tJ t%3 tJ t) L\3 t\) I
(13 w t w ( w ( w (‘3 ( 3 w I 1
U)
ItO —
l cc>
I0
Iz
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:09:39 9/9/ 1 —— ASSIGNABLE INPUTS —— Last Change: 2/14/96 <F>
<0> DIAL 2 0 Reserved 0
<1> DIAL 3 0 EM VEH A 71<2> OFFSET 1 0 EM VEH B 72
<3> OFFSET 2 0 EM VEH C 73
<4> OFFSET 3 0 EM VEH D 74
<5> FREE 0 RAILRD 1 51
<6> FLASH 0 RAILRD 2 52
<7> EX PED OMIT 0 SP EVNT 1 0
<8> NOT 1 0 SP EVNT 2 0
<9> NOT 2 0 EXT LAG 0
<A> OR1 0 AND1 0
 OR1 0 ANDI 0
<C> 0R2 0 AND2 0
<0> 0R2 0 AND2 0
<E> 0R3 0 AND3 0
<F> 0R3 0 AND3 0
C--0--E = 126 <E+colurnn+row>, Enter Cl (or Pseudo) Pin -- PgDn for more --

CITY OF LONG BEACH
11:09:48 919/ 1
8TH at LONG BEACH

ASSIGNABLE INPUTS
<C>
Int. : 13
Coord. Net:

Last Change: 2/14/96
<0>
<1>
<2>
<3>
<4>
<5>
<6>
<7>
<8>
<9>
<A>

<C><D><E>
<F>

PRETIME
PLAN 1
PLAN 2
PLAN 3
PLAN 4
PLAN 5
PLAN 6
PLAN 7
PLAN 8
PLAN 9DELAY A

DELAY B

DELAY C
DELAY 0

DELAY E

DELAY F
C—O--E = 126
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
<E+column+row>, Enter
-- PgUp/PgDn for more

WEEKDAY
X PERM 1
X PERM 2

DIMMING

X CLOCK

STOP TIMEFL SENSE

ADV ENABLE

ADVANCE
ALARM
PH. BANK 2
PH. BANK 3
OLAP SET 2
OLAP SET 3
DET SET 2
DET SET 3
Cl (or Pseudo) Pin
0 0
0 0
0 82
81 0
0 0
0 0
0 0
0 0
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord, Net:
11:10:18 9/9/ 1 -- LRV GREEN PARAMETERS Last Change: 6/09/99 PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLAN 5
Max Early Green
LRVIA 5 5 5 0 0
LRV2B 5 5 5 0 0
LRV3C 0 0 0 0 0
LRV4D 0 0 0 0 0
LRV 5E 0 0 0 0 0
LRV6F 0 0 0 0 0
Max Green Extension
LRV1A 5 5 5 0 0
LRV2B 0 0 0 0 0
LRV3C 0 0 0 0 0
LRV4D 0 0 0 0 0
LRV5E 0 0 0 0 0
LRV6F 0 0 0 0 0
press ‘ for Plans 6. .9 —-->
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:12:23 9/9/ 1 LRV COORD. PARAMETERS Last Change: 6/28/99 PLAN I PLAN 2 PLAN 3 PLAN 4 PLAN 5
*YLDS PERM
YIELDPH1 0 0 0 0 0
YIELDPH2 0 0 0 0 0
YIELDPH3 0 0 0 0 0
YIELDPH4 0 0 0 0 0
YIELDPH5 0 0 0 0 0
YIELDPH6 0 0 0 0 0
YIELDPH7 0 0 0 0 0
YIELDPHS 0 0 0 0 0
GROUPNO 1 1 1 0 0
*PART PRTY 12 2 12
*FULL PRTY
* Indicates Phase Flags press ‘> for Plans 6. .9 —->
CITY OF LONG BEACH 8TH at LONG BEACH Int. : 13
Coord. Net:
11:12:28 9/9/ 1 —— LRV PHASE FUNCTIONS —— Last Change: 9/09/ 1

GROUP I
LRV Phase: 1A 2B 3C 4D 5E 6F MISC.

LRV RECALL 0 0 0 0 0 0 *PED SUPPRESS
AUTOMINGRN 1 1 1 1 0 0
MIN GREEN 2 12.0 7.0 18.0 10.0 0.0 0.0MAX PREP 75 75 75 75 0 0 N TVL TIME % 100 100 100 100 0 0
R TVL TIME % 100 100 100 100 0 0
MAX GREEN 1 20 13 20 15 0 0
MAX GREEN 2 23 20 25 20 0 0 *CONSCTV PRTY
LR DET MAX ON 5
LR DET MX OFF 255
* Indicates Phase Flags
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:12:34 9/9/ 1 — LRV PHASE TIMING —— Last Change: 9/09/ 1 LRV 1A LRV 2B LRV 3C LRV 4D LRV 5E LRV 6F
MIN GREEN 16.0 6.0 16.0 6.0 0.0 0.0
*CMP. VEH 3 6 23 6 3 6 23 6
*CMP.PED 6 2 6 6 2 6
*fP. LRV 2 1 4 3*CALL VEH 3 6 2 6 3 6 2 6
FLASH COLOR 0 0 0 0 0 0LRV LDSW 110 120 90 100 0 0
RELDELAYN 0 0 0 0 0 0
RELDELAYR 0 0 0 0 0 0
RED REVERT 5.0 5.0 5.0 5.0 0.0 0.0
YELLOW 6.0 6.0 6.0 6.0 0.0 0.0
RED CLEAR 8.0 6,0 8.0 6.0 0.0 0.0
* Indicates Phase Flags
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:12:44 9/9/ 1 —— LRV MISC. TIMINGS —— Last Change: 2/14/96 Auto Mm Gm: MIN 2 MIN 3 MISC.

PREDTR CLOCK 10
PHASE 1 0 0 RR PRESCEDNC 0PHASE 2 0 0 MAX RR LTDSV 0
PHASE 3 0 0 AUX OUT OLY 0PHASE 4 0 0 FLSH AUX OUT 0
PHASE 5 0 0 MAX DETECTNS 50
PHASE 6 0 0 ADDED LRV TT 0
PHASE 7 0 0 FREE GROUP 1
PHASE 8 0 0 *pT PRTY FRE 12
*FL PRTY FRE
SF SEQ LOCK 0
PDTR COMM ADR 13
*LRV PERMIT 1234
*LRV DET 1—8 12345678
*LRV DET 9—16 12345678
* Indicates Phase Flags
CITY OF LONG BEACH 8TH at LONG BEACH Irit. : 13
Coord. Net:
11:12:56 9/9/ 1 —— TRAVEL TIME PARAMETERS —- Last Change: 6/28/99 LRV IA LRV 2B LRV 3C LRV 4D LRV 5E LRV 6F
Normal -
ADVTOGP+ 3 1 0 0 0 0
ADVTOGP- 0 0 0 0 0 0
INTERTOGP+ 0 0 0 0 0 0
INTERTOGP- 0 0 0 0 0 0
GP TO NXT ADV 12 12 0 0 0 0
Reverse
— ADVTOGP+ 0 0 4 3 0 0
ADVTOGP- 0 0 0 0 0 0
INTERTOGP± 0 0 0 0 0 0
INTERTOGP- 0 0 0 0 0 0
GP TO NXT ADV 0 0 12 12 0 0
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:14:51 9/9/ 1 --CONDITION VAR. ASSIGNMENT
- Last Change: 2/14/96

PAG NO COL NO ROW NO BIT NO
CONDVAR16 0 0 0 0
CONDVAR1 0 0 0 0
CONDVAR2 0 0 0 0
CONDVAR3 42 10 3 0
CONDVAR4 42 10 4 0
CONDVAR5 0 0 0 0CONDVAR6 0 0 0 0
CONDVAR7 0 0 0 0
CONDVAR8 0 0 0 0
CONDVAR9 0 0 0 0
CONDVAR1O 0 0 0 0
CONDVAR11 0 0 0 0
CONDVARI2 0 0 0 0
CONDVAR13 0 0 0 0
CONDVAR14 0 0 0 0
COND VAR 15 0 0 0 0
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
11:14:58 9/9/ 1 -- TRACK SECTION DATA
Coord. Net:

Last Change: 2/14/96
Track Section: 1 2 3 4 5 6 7 8 *
Normal:

ADV DET NO.

INTER DET NO.

STOP DET NO.

MAX PASSONS
o 0 1
o o 0
o o 2
o 0 7
5 0 0 0 0
0 0 0 0 0
6 0 0 0 0
7 0 0 0 0
Local
Direction
Determination:

ENABLE 1

TERM FROM LOOP
Reverse:

ADV DET NO.

INTER DET NO.

STOP DET NO.

MAX PASSONS
o o 4 8 0 0 0 0
o o 0 0 0 0 0 0o o 3 7 0 0 0 0
0 0 7 7 0 0 0 0
0 0 0 0 0 0 0 0 DELAY 100
TERM FROM LOOP 0 0 0 0 0 0 0 0
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:15:04 9/9/ 1 —— CONDITION VARIABLE TABLE —— Last Change: 2/14/96 Track Sect./Switch
# 1 2 3 4 5 6 7
CONDI6 0 0 0 0 0 0 0
COND1 0 0 91 99 0 0 0
COND2 0 0 92 99 0 0 0
COND3 0 0 99 91 0 0 0
COND4 0 0 99 92 0 0 0
CONDS 0 0 0 0 0 0 0
COND6 0 0 0 0 0 0 0
COND7 0 0 0 0 0 0 0
COND8 0 0 0 0 0 0 0
COND9 0 0 0 0 0 0 0
COND1O 0 0 0 0 0 0 0
COND11 0 0 0 0 0 0 0
CONDI2 0 0 0 0 0 0 0
COND13 0 0 0 0 0 0 0
COND14 0 0 0 0 0 0 0
COND15 0 0 0 0 0 0 0
press ‘>‘ for Sect./Switch 8 through 15 ——>
CITY OF LONG BEACH 8TH at LONG BEACH mt. : 13
Coord. Net:
11:15:12 9/9/ 1 LRV DET, CALL CONDITIONS —— Last Change: 2/14/96 First Condition
1A 2B 3C 4D 5E 6F Cl PIN
DETI6 0 0 0 0 0 0 DET16IN 0
DET1 1 0 0 0 0 0 DETIIN 53
DET2 1 0 0 0 0 0 DET2IN 62
DET3 0 0 2 0 0 0 DET3IN 60
DET4 0 0 2 0 0 0 DET4IN 80
DET5 0 3 0 0 0 0 DET5IN 75
DET6 0 3 0 0 0 0 DET6IN 61DET7 0 0 0 4 0 0 DET7IN 59
DET8 0 0 0 4 0 0 DET8IN 54
DET9 0 0 0 0 0 0 DET9IN 0
DET1O 0 0 0 0 0 0 DET1OIN 0
DET11 0 0 0 0 0 0 DET11IN 0
DET12 0 0 0 0 0 0 DET12IN 0
DET13 0 0 0 0 0 0 DET13IN 0DETI4 0 0 0 0 0 0 DETI4IN 0DET15 0 0 0 0 0 0 DET15IN 0 INTERSECTION 4
Group Assignment: NONE
Field Master Assignment: 0lField Master 1-Light Rall
System Reference Number: '14
of
Name: Long
E/w Street Namer 7th
Notes
Last Change
<C/0+0+0>
<C/0+0+1>
<C/0+0+2>
<c/0+0+3>
Meru8l Pbn
l-9. Plan 1-9
Menual Olls€l
2=Onsda
3 - Oflsol C
<C/0+A+1>
<C/0+B+1>
<F/1+0+E>
<F/l+0+F>
<F/1+C+0>
Flash Starl 0
Red Reverl 5.0
All Red Slarl 5.0
Orop Number
Zone Number
A.ea Number
Area Address
OuicNel Channel 0
Manual Plan
(QuicNet) l\ranualOffsel
Exclusive Walk 0
Exclusive FDW 0
All Red Clear 0.0
<F/1+0+0>
<F/1+0+1>
<F l1+O+2>
Colunn Nu/r!,be6 -t
Manual Selection
Timinq - ank'l <C+0+F=1>
Communication Addresses Start / Revert Times Exclusive Ped Phase (Oulpuls specifed in Assrgnable
Oulpuls al E/l27+A+E A F)
Max lnit
RR-1 Delay 0
RR,1 Clear 0
EV-A Delay 0
EV-A Clear
EV-B Delay 0
EV-B Clear 5
EV-C Delay 0
EV-C Clear 5
EV-D Delay 0
EV-D Clear 0
RR-2 Delay 0
RR-2 Clear 0
View EV Delay
Vcw EV Clear
Alternate Walk
Alternate FDW
Allernale lnitial
Alternate Extension
Alternate Timing <c+0+F='1> Phase Fu nctions.C+0+F= 1>
j.t t.f x.u
,
Change Record
Chanoe Bv Dale Chanqe BY Date
I
I
II
Phase
Ped Walk 0 6 0 a
Ped FDW 0 14- 0 2L t0 ?0 0
Min Green 3 10 0 15 0 't0 0 0
Type 3 Disconnecl 0 0 0 0 0 0 U 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 't.9 3.5 0.0 4.0 0.0 3.5 0.0 0.0
Max Gap 2.3 4.5 0.0 5.0 0.0 4.5 0.0 0.0
[4in Gap 1.1 1.5 0.0 2.0 0.0 '1.5 0.0 0.0
Niax Limit 15 30 0 45 0 30 0 0
irax Limit 2 '15 30 0 45 0 30 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE Min Ped FDW 50 50 0 50 0 50 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.5 0.0 0.5 0.0 0.5 0.0 0.0
Yellow Change

0.5 1.0

3.0 8.0 0.0 3.G 0.0 ].0 0.0 0.0
Red Clear / 1.0r 0.0 1.5 0.0 I r.o 0.0 0.0
EEEETTEE III III Etsi, !
r r
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6
0 0
0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
Permit 1246
Red Lock _2_4_6_
Yellow Lock
lvlin Recall 4
Ped Recall
Resl ln Walk
Red Resl
Dual Entry
Max Recall
Soft Recall
Max 2
Cond. Service
Man CntrlCalls
Yellow Start _2_6_
First Phases 4
I
-
EEEI r
r
Printed on 6/4/2016 2:1'1 Plu
Ph
j.t,
Timing Sheet Version: 233 RV2
Preempt Timing
Revisionr 10430
=
r-T___l
11 I
1 11
9 c rl
2 4
5 6
7 8
I
B
c
D
E
F
0 - 7l/ 0
1 3
4 5
6 7
8 I
INTERSECTION: 014 Lonq Beach & 7th
Load Swilch Number 0 0 0 0 0 0 0
Veh Sel 1-Phases
VehSel2-Phases
VehSet3-Phases
Neg Veh Phases
Neg Ped Phases
Green Omit Phases
Green Clear Omit Phs
Green Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanqe 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0

EE EEEE EE I
-
I
-
Paqe 2 (of 8)
Colunn Nunbets -->
Cotunn Nu,1,bers -->
Configuration <c+o+E=125>
Exfa I Flad3
1 = TaC Type ,
3 = A'io osytoht Savinss
7 " Flalh - Cl6ar Outpds
8 = Spln Rlno
Extm 2 Flsos
r " Awa oudno tnitiat
4 - OuicNeuzl SFlem
Flash to PE &
PE Non,LocI
2=EVB 6=RR2 3:EVC 7=SE1
4=EVD 8=SE2
lC S€i6cl Flaog
Proempt
Priority
<C+0+E=125>
('RR-1 b slw'ys High63t,
and RR-2 is ehdsys
sscond Hiohe3r )
Coordination
Transition
Minimums
<C+0+C=5>
Overlap Assignments <C+0+E=29>
Confiquration <c+0+E=125> Specials
l@IEIEIEIEIEIElrE
E
EE
E] Ei EI EI rl
EV.A 0
EV.B 0
EV,C 0
EV.D 0
RR.1 '
RR.2'
SEl 0
SE.2 0
@EEEEEE] EI IErEEI EI EErE
Exclusiv6 Phases
RR-1 Clear Phases
RR-2 Clear Phases
RR-2 Limiled Service
Prol / Perm Phases
Flash to PE Circuits
Flash Entry Phases
Disable Yellow Ranqe
Disable Ovp Yel Range
Overlap Yellow Flash
EV-A Phases
EV-B Phases 16
EV-C Phases
EV-D Phases
Exlra '1 Conrlg. Bils 134
lC Select (lnterconnect) 2
r
I
-
Ir
-
-
II
Ext. Permit 1 Phases
Ext. Permit 2 Phases
Exclusive Ped Assign
Preempl Non-Lock
Ped for 2P Output
Ped for 6P Oulpul 6
Ped for 4P Outpul 4
Ped for 8P Oulput
Yellow Flash Phases
Low Priority A Phases
Low Priority B Phases
Low Priority C Phases
Low Priorily O Phases
Restricled Phases
Extra 2 Confiq. Eits
Fasl Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passaae
Simultaneous Gap Term
Sequential Timang
Advance Walk Phases
Delay Walk Phases
Exlernal Recall
Slarl-up Overlap Green
Max Exlension
lnhibit Ped Reservice
Semi-Acluated
Start-up Overlap Yellow
Start-up Vehicle Calls
Start-up Ped Calls
r
Phase 1 3
Phase 2
Phase 3
'10
0 Phase 4 10
Phase 5 0
Phase 6 10
Phase 7 0
Phase 8 0
E a
EaE
E
E
rEErEEEEr
r
Printed on 6/4/2016 2:11 PM
<C+0+F=2>
F
0 -
t_ r_
-
_t
c
2 4
5 6
7 8
I
B
c
D
E
F
Timing Sheet Version: 233 RV2 Revision: 10430
INTERSECTION: 014 Lo h
Plan
Cycle Length 75 75 75 60 0 0 0 0
Phase 1 - Forceoff 't4 13 14 40 0 0 0 0 0
Phase 2 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 3 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 4 - Forceoff 47 51 46 29 0 0 0 0 0
Phase 5 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 6 - Forceoff 0 0 0 0 0 0 0 0
Phase 7 - Forceoff o 0 0 0 0 0 0
Phase 8 - Forceoff 0 0 0 0 0 0 0 0 0
Ring Offsel 0
0 0
0 0 0 0 0 0 0 0
Offsel 1 64 46 58 0 0 0 0 0
Ofisel 2 0 0 0 0 0 0 0
Offsel 3 0 0 0 0 0 0 0 0
Perm '1 - End 10 10 10 10 0 0 0 0 0
Hold Release 255 255 255 255 0 0 0 0
Zone Offset 0 0 0 0 0 0 0 0 0
Coordination - Bank I <C+0+C=1>
Coordination - Bank 2 <C+0+C=2>
1 = Prog6mmod WALK Tihe ror Sync Pha3es
2 = Alwrys Isrminale Sy,nc Phas€ Peds
SYnc Phases <C+0+C=1>
Laq Phasos <c+o+c=1>
Plan I - Sync 26
Plan 2 - Sync _2_6_
Plan 3 - Sync
Plan 4 - Sync 6
Plan 5 - Sync
Plan 6 Sync
Plan 7 - Sync
Plan I - Sync
Plan 9 ' Sync
NEMA Sync
NEN4A Hold
Coord Exlra
E
Ea
gE
EEEEEEEEErE
IEIEIEIEIEaErEE
ret Er
r
rE
Ped Adjustmenl 0 0 0 0 0 0 0 0 0
Perm 2 Starl 10 10 10 10 0 0 0 0 0
Perm 2 - End 25 25 25 0 0 0 0 0
Perm 3 - Slarl 0 0 0 0 0 0 0 0 0
Perm 3 - End 0 0 0 0 0 0 0 0 0
Reservice Time 0 0 0 0 0 0 0 0 0
Reservice Phases
Pretimed Phases
Max Recall
Perm 1 Veh Phase 1
,| ,| 14
Perm 1 Ped Phase 4
Perm 2 Veh Phase 11 11 4
Perm 2 Ped Phase 4 4 4
Perm 3 Veh Phase
Perm 3 Ped Phase
I
-
I
-
I!I
II
-
I
FI
-I
-
I I
-
-
tI
It
-
-
I
-
I-
-
Irl
-rl
II
Free Lag 2468
Plan 1 Lag 14 68
Plan 2 - Lao r_4_6 8
Plan 3 - Laq
Plan 4 - Laq
1 8
4 68
Plan 5 - Laq
Plan 6 - Lag
Plan 7 - Lag
Plan I - Laq
Plan I - Lag
External Lag
Printed on 6/4/2016 2:1'1 P[, Timing Sheel Version: 233 RV2 Revision: '10430 1 3 4 6 7 8 9
0 0
Cotunn Nunbo,s ->
,|
4 5
6 7
8 I
B
c
D
E
F
26 ,|
2 4
5 6
7 8
9 B
c
D
E
F
11 I
_l
0 1
2 4
5 5
7 I
B
c
D
E
F
F
2 3
4 5
6 7
8 A
B
D
E
F
INTERSECTION: 014 Lonq Beach & 7th Paqe 4 (of 8)
Column 0 Column A Column B Column C Column D Column E Column F Spec. Funct. 1 0 NOT.3 85 Max 2 0 0 Set Monday Dial 2 (7-wire) 0 Sim Term 0 Spec. Funct. 2 0 NOT.4 88
0 0
0 ltl
o
0 0
Exl. Perm 1 Dial 3 (7 wre) 0 EV.A
Spec. Funcl. 3 0 OR-4 (a) 89 Ext. Perm 2 Offset 1 O-vvire) 0 EV.B oR-4 (b)
0 0
0 0
0 0
0 Dimminq Offset 2 o-wro) 0 EV.C
OR-s (a) 215 Plan 4 Set Clock 0 Offset 3 o-wro) 0 EV.D
0 0
0 0
oR-5 (b) 216 System Det 5 Plan 5 Stop Time o
0 Er'E
0 EN
NAND-4 (a) OR-6 (a) System Del 6 Plan 6 Flash Sense
NAND-4 (b) oR-6 (b) 87 System Det 7 Plan 7 Excl. Ped Omit Spec. Event 1 oR-7 (a) Fig 3 Diamond 0 System Del 8 Plan 8
0 0
0 82
0 81
Spec. Event 2
oR-7 (b)
0 0
0 0
0 0
0 0
Fig 4 Diamond Max lnhibit (nema) 0 Plan I 0 NOT 2 ExternalLag 0 OR-7 (c) AND-4 (a) Force A (n6ma) DELAY-A OR-1 (a) AND-1 (a) 20'l oR,7 (d) AND 4 (b) Force B (nena) DELAY B Phase Bank 3 oR,1 (b) 0 AND-1 (b) 200 OR-8 (a) NAND-1 (a) C.N.A. (noma) DELAY.C Overlap Set 2 0 OR-2 (a) 203 AND-2 (a) 212 oR-8 (b) NAND-1 (b)
0 206
0 201
0 20s
204 Hold (nenra) DELAY-D 0 Overlap Set 3 0 oR-2 (b) 210 AND 2 (b) OR-8 (c) NAND-2 (a) Max Recall DELAY E Detector Set 2 0 OR-3 (a) 54 AND.3
0 oR,8 (d) NAND-2 (b) Min Recall 0 DELAY.F Detector Set 3 0 oR 3 (b) 0 EEE@wE
EEEEEE
0 1
2 3
4 5
6 7
8 B
c
D
E
F
0 I
2 3
4 7
8 9
B
c
D
E
F
0 ,|
4 5
7 8
B
c
D
E
F
0 1
3 4
7 8
I
A
B
c
D
E
F
Assiqnable lnputs
Assignable Outputs
<C=0+E=126>
Column I Column A Column B Column C Column D Column E Column F Phase ON ' 1 0 Preempt Fail 0
0 0
0 0
Free
0 0
0 NOT.1 Ft'ri
m
m
Er'E
TOD Oul 1 0 Dial 2 (7.wne) 0
Phase ON - 2 0 Sp Evnt Oul 1 0 Plan 1 oR-1 TOO Oul 2 Dial 3 O-wrc) 0 Phase ON - 3 0 Sp Evnt Out 2 0 Fast Flasher Plan 2 oR-2 TOD Oul 3 Offset 1 (7-wre) 0 Phase ON - 4 0 Sp Evnt Oul 3 0 Plan 3 0 TOD Out 4 Offset 2 0,wrc) 0 Phase ON - 5 0 Sp Evnt Oul 4 0 Fia 4 Diamond Plan 4 0 TOD Out 5 0 Offset 3 0-wre) 0 Phase ON - 6 0 Sp Evnt Oul 5 0 Plan 5 0 TOD Oul 6
Phase ON - 7 0 Sp Evnl Oul 6 Plan 6 0 AND.3 0 Flash (7 wire) 0 0
0 0
0 Phase ON - 8 0 Sp Evnl Out 7 0 Plan 7 0 NOT.2 206 Preempt Ph. Check - 1 0 Sp Evnl Out 8 0 NOT.3 Plan 8 0 EV-A 0 Low Priority A Ph. Check - 2 0 Plan I 0 0
0 0
0 2't'l
Low Priorily B
Ph. Check - 3 0 Detector Fail oR-4 Spec. Funcl.3 0 EV.C Low Priority C 0 Ph. Check - 4 0 Spec. Funcl. 1 oR-5 Spec. Funcl. 4 EV.D DELAY-B Low Priority D 0 Ph. Check - 5 0
0 0
0 Spec. Funct. 2 oR6 NAND 3
0 0
0 0
0 DELAY.C
Ph. Check - 6 CenkalControl
0 0
0 0
AND.4
0 0
0 0
0 RR.2 DELAY.D 0
Ph Check - 7 Excl. Ped DW NAND.1 oR-7 Spec. Event 1 OELAY.E Ph. Check - 8 Excl. Ped WK oR,8 DELAY F
@E@@@r
Timing Sheet Version: 233 RV2 Revision: 10430 Printed on 6/4/2016 2:11 PM 71 71
RR.1
RR-2
2't4
AND-3 (a)
NOT.,I
75 lo
I-o
fo
0 Man. Advance
ExternalAlarm
Manual Enable
Phase ednat-l
I unruD-: rar I
I NAND.3 (b) |
ICp""fr*t-4 fo
System Del 1
System Det 2
Svstem Det 3
Syslem Det 4
lolo
lo
0 l-o 0
0 Prelimed
Plan 1
Pl"" 2
Plan 3
t ,08
lzrg
l-o
o
o
o
0 To
NOT-4
0 NAND 4
l
ANDr ------l
AND.2
I
| 215
l- 116
I 21o lo
Spec. Event 2
0 Fig 3 Diamond
EV.B
oR.t-----__l
NAND.2
- 2oo
RR.,1
0 0
o
o
TOD Out 7
TOD O"l 8
Adv. Warn - 1
Adv. Warn - 2
t ,08 DELAY.A I 211
213
0 Do--
204
Flasher 0
Flasher 1
0 0
l-ololo
<C=0+E=127>
INTE ECTION: 014 Lono Beach & 7th
Phase
Ped Walk 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N4in Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0 0 0 0 0
Max Limit 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk o
m
0 m
0 r'm
0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanqe 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
EEEEEE
EEE@@@

IIII II EEIL
Paqe 5 (of B)
Column Numba.s -->
Oa{iohl Savinds
ocp
<Cl5+2+A>
<Cl5+2+g>
<C/5+2+C>
<C/5+2+D>
<C/5+1+9>
TBC Transition
<C/5+1+A>
Coordinated Laq Hold Phases
<C/5+'l+C>
7-Wire Master
Begin Month 0
Begin Week 0
End Month 0
End Week 0
Daylight Savings Time
Time 84 Yellow 0.0
Phase Number 0
Advance Warning Beacon - Sign ,l

0.0 0
Advance Warninq Beacon - Siqn 2
Long Failure 0.0
Shorl Failu.e 0.0
Powcr Cvcle Corr€ctio]r roeraurr = o ir
<F/'l+0+8>
Min Green Before PE Force Off
<F/1+0+9>
Max Preempt Time Before Failure
<F/1+0+A>
Min Time Between Same Preempts
(Does Nol Apply ro Railroad Preempl)
<Ff125+C+8>
Disable Low Priority Channel
Max lnitial
Alternate Walk
Allernate FDW
Allernate lnilaal
Allernale Extensaon
Alternatc Timing
l\4ax lnilial
Alternate Walk
Alternale FDW
Alternate lnilial
Allernate Exlension
Alternate Timinq
Phase Timing - Bank 2 <C=0+F=2>
Phase Timinq - Bank 3 <c=0+F=3>
Tranliton Tvo€
l€ngtrinC
Lw Pnorilv
2 = Channer B
<F/1+C+E>
<F/1+C+F>
<F/1+D+E>
<F/1+D+F>
<F/1+0+6>
<Fl1+O+7>
Transition Type 0.3
6 EEEEEE
EEEEI
r
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0
0 0 0 0 0.0
Phase 8 0 0 0 0.0
Hold Phases
Time 0.0
1 8
Ped Walk 0 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
[,,lin Green 0 0 0 0 0 0 0 0
Type 3 Disconnecl 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension m 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap ffiil
0 m
0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limil 0 0 0 0 0 0 0
Max Limil 2 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

EEE ETII
@@@E
c D
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase I 0 0 0 0 0.0
r
IIzEEErzEEE
Min Time (seconds) 0
l\4ax Time (minutes) 0
Min Time (seconds) E
Low Pri. Channel
Printed on 6/4/2016 2:11 PM Revision: 10430
0 c
B
c
D
E
Iirne 84 Yellor" ll
lPhase Number ll
B
D
E
F
I A B
Timing Sheet Version: 233 RV2
INTERSECTION: 014 Lonq Beach & 7th Paqe 6 (of 8)
Cotumn Nufi,bals *>
C1 Pin
Number Allributes Phase(s) Assion
39 ZFJ) 123
40 157 '123
11 457 4_
12 8 123
43 457 123
11 157 6 12t
45 457 4 '123
46 157 I '123
47 _2_ 123
48 7 6 123
49 157 4 423
50 I
_15_7
-
5 123
56 157 123
57 457 7
58 _15-? _ '123
rEEE
IGtillf Delav
Catryover

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0
EE
IEIEIEIEIIr
rzE
rE
EEEEE
Ped / Phase / Overlap
1 6 7 8
0 0
0 0 0 0 0 0 0
Don't Walk 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0 0
Ovedap Yellow 0 0 0 0 0 0 0 0
Overlap Red 0 0 0 0 0 0 0 0
Colunn Numbots -->
RedirectPhaseOutputs <C+O+E=127>
<E/125+D+0>
Enable Rediroction
(Enable Redirection = 30)
Max OFF (minules) 0
Max ON (mrnutes) 0
<O/0+0+1>
<ol0+o+2>
Detector Failure Monitor
Detector Attributes
7 = Carling
Det. Assiqnments
1 = Oet 561 1
2 = 06l. S6i 2
3 = ool. Sol 3
0 = Fallurg Mln R€clll
7 = Failur6, M6tRecall
<C+0+D=0>
Dimming <C+o+E=125>
DetectorAssignments <C+0+E:126>
<C+0+C=5>
Delay Logic Times
<C+0+D=0> (seconds)
<C/5+F+0>
Disable Alarm Reporting
<C/5+C+0>
Redial Time (minures)
(View Redial Timer al E/2+D+6)
EEaEEEEa
Cabinet Type 0
Output Port 1
Output Port 2
Oulpul Port 3
Outpul Port 4
Output Port 5
Outpul Port 6
Oulput Po.t 7
EI I
C1 Pin
Number Atlribules Phase(s) Assiqn
123
60 157 ,| 123
61 123
62 457 3 123
63 _15-7 _ 2 123
61 157 6
65 457 123
66 457 123
67 2 't23
68 2 6_ 123
69 2 1 '123
70 _2_ 8 123
76 57 123
77 57 6 123
7A _57 123
79 57 I 123
ITEIilE
Delav
Carry0.0 0.0

0.0 0.0

0.0 0.0
U.U 0.0

0.0 0.0

0.0 0.0
Number of Digits 0
1 sl Digil 0
2 ed Digil 0
3 ed Digit 0
4 th Diqil 0
5 th Oiqit 0
6 lh Disit 0
7 th Digit 0
8lh Diqit 0
9 th Digat
10 th Digit
0 0
1 1 th Dagit 0
12 th Disit 0
13 lh Digil 0
14lh Diqil 0
15 th Dioil 0
DELAY.A
DELAY.B
n
B
DELAY-C 0
DELAY,D 0
DELAY.E 0
DELAY,F 0
rEE
Time IE
Printed on 6/4/2016 2:1'1 Plvl Timing Sheet Version: 233 RV2 Dial-Back Telephone Number
Revision: 10430
123
157
2 7
7 123
I
123
59 1
I
2 1 5
Disable Alarms
1 = Slop Tim6
7 = Oeteclor Failu.e
8=
3 1
5 7
0 1
2 3
4 5
6 7
8 B
c
D
E
F
2 1
D
B
c
D
E
F
Iomtt A-hrm I
INTERSECTION: 014 Lonq Boach & 7th
@uEaEEErEErEEEEEr
Time ! 6 Day of Week
05:30 2 A
08:30 I 2X456
15 :30 3
-23456 t8:30 1 23456
22 t00 4 1234567
05:30 1 a-)
00:00 0 0
00 i00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
j4I
I
I-
-
-
-
EE Phases/Bals
1 Elrli.Illt.!
-
Paqe 7 (of8)
Time LL Day of Week
22 :00 E 1234s67
05:30 E 1234567
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
Time tr o Holidav TvDe
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
E=Bit1-Loc€lOvenide
8il 4 - Disablo O6l*tor
OFF Monltor
Bil T O€leclor Count
BllS R6.lIim€ Split
F=OulpdAiiBlthruS
Phn Sslecl
1 lhru 9: Coordin.tion
Off.at Sol€ct
B = Otrs€r B
C = Ots€l C
Holiday Tvpe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
<C+0+7=0 1> <C+0+E=27> Holidav Dates <c+o+8=1 '1>
(Bank 1)
o Holidav Tvpe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
T.O.O. Functons
6 8
9 B
c
D
TOD Coordination <c+o+g=o 1>
(Bank 1)
TOD
Function
Holidav Events <c+o+9=1.1>
(Bank 1)
Monti Sot€cr
TOD Coordination <c+o+9=0.2>
(Aank 2)
Holiday <C+0+7=0.2> <C+0+E=28>
TOD Function
Holidav Dates <c+o+8=i 2>
(Bank 2)
rEEEEEraEEEI E
EI EI Er
Time d
5 e
o Day of Week
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00i00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
T
-
-
EEtE!
Time Holidav Tvpe
00:00 0
00:00 0
00:00 0
00 i00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
t-I
-
-
-
-
I
--I
-
I
Phases/Bits
ril!:.Iitl
II
-I
-
-
Time !
oE
6 Holaday Type
00:00 0 0
00:00 0 0
00 r00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
I-
-
II
Prinled on 6/4/2016 2 11 PM Timing Sheel Version: 233 RV2 Revision: 10430 Holidav Evsnts <c+o+g='t.2>
(Bank 2)
_-t t_
INTERS ECTION: 014 Lona Boach & 7th Paqe 8 (of 8)
@g
EA
EEEEE
EE
E
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permil Phases Ped Omil Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 II
-
-
II
II
EIIEE ErII-
!-
-
-r
-
LE r
Notes
Special Event Schedule - Table I <C+0+E=27>
<C+0+E=28>
Notes
<E/28+5+F>
Limited Service lnterval
trIEIEIEIE
LEE
EI E
r
t!E
reI EI r
E
6 7 I A D F
Ped Call Hold Advance Force Off Vehacle Call Permil Phases Ped Omit Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
r-
-
-
-
-
-
r-
-
t-
-
-
FI
-
-
L
-
- !r IrII
EE r IM ITE
I-II
-
Printed on 6/4/2016 2:11 PM
Special Event Schedule - Table 2
Timing Sheet Version: 233 RV2 Revision: 10430
4 5
B
c
Clear
l--o
_l.rzz*s*r'
Limitod Service lnterval
rl

INTERSECTION: 017 Lon Beach & 4th
Group Assignment: NONE
Field Master Assignment: 0lField Master 1-Light Rail
System Reference Number: 17
N/S Street Name: Long Beach
E/w Street Name: 4th
Notes
Pa e1 of8
Last Database Change 2h 4120'12 1 2l s
Drop Number 17
1 1
Zone Number
Area Numbea
Area Address 17
OuicNet Channel 0
ManualPlan
ManualOffset
<C/0+0+0>
<C/0+0+1>
<C/0+0+2>
<c/0+0+3>
ManualPlan
Manual Ottset
2 - Offsel I
3 = Otrsei C
<Cr'o+Ar1>
<C/o+B+1>
<F/1+0+E>
<F/1+0+F>
<F/1+C+0>
Exclusive Walk 0
0 0.0
Exclusive FOW
All Red Clear
<F/1+0+0>
<F/1+0+ l>
(QuacNet) <F11+O+2>
Flash Start 0
Red Revert
All Red Start 0.0
Communication Addresses Manual Selection Start / Revert Times Phase
1 4 5 6 7 8
Ped Walk 0 6 0 6 0 6
Ped FDW 0 17 0 20 '17 0 20
Min Green 4 't5 0 8 4 15 8
Type 3 Disconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 1.9 4.0 0.0 3.5 1.9 4.0 0.0 3.5
l\lax Gap 5.0 0.0 4.5 0.0 4.5
[Iin Gap 1.1 2.0 0.0 1.5 't.t 2.0 0.0 1.5
lrar Limil 15 25 15 50 0 25
Max Limit 2 20
0 50
0 0.5

3.0 't.0
50 0 30 20 50 0 30
Adv. / Oelay Walk 0 0 0 0 0 0 0
PE Min Ped FDW 50 0 50 50 s0 0 50
Cond Serv Check 0 0 0 0 0 0
Reduce Every 0.5 0.0 0.5 0.5 0.5 0.0
Yellow Change 3.2 0.0 3.2 3.0 0.0 3.2
Red Clear 1.0 0.0 't.5 1.0 1.0 0.0 1.5
Cotumn Nu//],be, ->
Phase Timinq - Bank 1 <c+o+F=1>
lVax lnitial
Alternate Walk
Alternate FDW
Alternate lnitial
Alternate Exlension
Alternate Timino <C+0+F=1> Preempt Timing Phase Fu nctions <c+o+F= 1> Exclusive Ped Phase
(Outpuis spociliod in Assignabls
Ourpurs ai E/127'A+E a F)
RR-1 Delay 0
RR-1 Clear 0
EV-A Delay
EV-A Clear
0 5
0 EV-B Delay
EV-B Clear
EV-C Delay
EV-C Clear 8
EV-D Delay 0
EV-D Clear 0
RR-2 Delay 0
RR-2 Clear
Permit 12 456 I
Red Lock 12_456_8
Yellow Lock
Min Recall _2_6_
Ped Recall
Rest ln Walk
Red Rest
DualEntry 4 8
Max Recall
Soft Recall
Max 2
Cond. Service
l,ilan CnklCalls
Yellow Starl
First Phases _2_6_
Change Record
Chan Date Cha Date I
I
I
I
I
9 A EE D E F
0 1
B
D
E
Phase 1 0 0 0 0.0
Phase 2 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4
0 0
0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 n 0 0 0 0.0
0 2
4 5
6 8
9 A
F
Ptinled on 2l'l.712012 2:24 PM Timing Sheet Versioni 233 RV2 Revisaon: 10430 6 0
0 0

0.0 5.0
0 0

0.5 BV
ffi I II --.t

0.0 4
5 6
c
F
l6El8
ls
F;t
0 0 0
0 0
0 7
B
c
D
INTERSECNON: Lon Beach E,lth
Colunn Nunbe/s *>
Configuration <c+o+E=125>
&tra 1 Flao!
I = TAC Typ6 1
2 = NEMA Erl. Cood
3 = AJloOayib Savings
5 : En€id6d Slltr!
7 = FLlh - Cr6€r OuDrns

8. Spllt RkE
EnrE 2 Ftao!
1 - AWB During hitiat
4 = Oui.:N€V4 Syst€m
Fbsn lo PE &
PE NoftLod(
2=EVB 6=RR2 3-EvC 7=SEt
4-EVD 8=SE2
lC S.l6cl Fl€og
2 of8
Overlap Assignments <C+0+E=29>
<C+0+E=,|25>
Proompt
Priority
<C+0+g=125v
( 'RR-1 k Ehf,ay3 Hlgh€s1,
and RR-2 l! dwrF
S€cord Hbn€3t )
n on
Transition
Minimums
<C+0+C=5>
Specials
IElrr IEIE|r! IElraEEtrt EI EE] EI rt
Ovedap
Number 0 0 0
VehSetl-Phases
VehSet2-Phases
VehSet3-Phases
Veh Phases
Ped Phases
Green Omit Phases
Green Clear Omit Phs.

Green Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
e 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ir
-
r
ITE EE r
-
Ir
-
lr-
-
-
z E
-
-
-
I
I
-
I
I
r
r
-Ir
t--
I
-
I
I
E
-
-
-
EV-A 0
EV.B 0
EV.C 0
EV,D 0
RR1'
RR-2 '
SE.1 0
0 EEEEEzEEEEEEI
EE
Phase 1 5
Phase 2 15
Phase 3 0
Phase 4 6
Phase 5 5
Phase 6 15
Phase 7 0
Phase I
aI EEaEEEEEEE
Exclusive Phases
RR-1 Clear Phases
RR-2 Clear Phases
RR-2 Limited Service
Prot / Perm Phases
Flash to PE Circuils
Flash Entry Phases
Disable Yellow Ranae
Disable Ovp Yel Range
Ovedap Yellow Flash
EV-A Phases _2_5
EV-B Phases 't6
EV-C Phases 1
EV-D Phases
Exlra 1 Confiq. Bits 1_U_
lC Select (lnterconnecl) 2
F
Ext. Permit 'l Phases
Ext. Permit 2 Phases
Exclusive Ped Assagn
Preempt Non-Lock
Ped for 2P Output
Ped for 6P Output 6
Ped for 4P Output
Ped lor 8P Output 8
Yellow Flash Phases
Low P.iority A Phases
Low Priority B Phases
Low Priority C Phases
Low Priority D Phases
Restricted Phases
Extra 2 Config. Bits
Ir
-
IrIIIrI-IrIIT
-
Fasl Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passage
Simultaneous Gap Term
Sequential liming
Advance Walk Phases
Delay Walk Phases
Extemal Recall
Start-up Overlap Green
Max Exlension
lnhibit Ped ReseNice
Semi-Actuated
Start-up Ovedap Yellow
Start-up Vehicle Calls
Start-up Ped Calls
r
-
I
Pinted on 2h712012 2:24 PM
Configuration
Timing Sheet Version: 233 RV2
<C+0+F=2>
Revisaon: 10430
Cohrmn Nunba.s
-> 5
0 0 0
c
F
0 I
2 4
5 6
7 8
I
B
c
D
E
F
E
2 4
o
E
F
RSECTION:01 Beach & 4th
Columh NunbeB *>
coordination - Bank 1 <C+0+C=1>
Ped Adjustment 6 6 6 0 0 0 0
Perm 2 - Start 0 0 0 0 0 0 0 0
Perm 2 - End 0 0 0 0 0 0 0 0 0
Perm 3 - Slad 0 0 0 0 0 0 0 0 0
Perm 3 - End 0 0 0 0 0 0 0 0 0
Reservice Time 0 0 0 0 0 0 0 0
Reservice Phases
Pretimed Phases
Max Recall
Perm 'l Veh Phase 1458 1_45 8 1 458 1,r58
Perm 'l Ped Phase 48 1A 48
Penh 2 Veh Phase
Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
oordination - Bank 2 <C+0+C=2>
Cood El(lta
I : Pogrammod WAIK Irn€ for Sync pha!€s
2: AlwaF TcrmiEl6 Sync Ph$. Psd3
3 of8
Sync Phases <c+o+c=l>
<C+0+C=l>
trIII aIIEr
raEr
EI EI
TAEEE
Plan
75 75 0 0 0
Phase 1 - Forceoff 43 43 34 0 0 0 0 0
Phase 2 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 3 - Forceoff 0 0 0 0 0 0 0 0
Phase 4 - Forceoff 28 28 '18 0 0 0 0 0
Phase 5 - Forceoff 45 ,t3 43 34 0 0 0 0 0
Phase 6 - Forceoff 0 0 0 0 0 0 0 0
Phase 7 - Forceoff 0 0 0 0 0 0 0
Phase 8 - Forceoff 28 l8 0 0 0 0
Ri Offset 0 0 0 0 0 0 0 0 0
Offset 1 66 36 11 0 0 0 0 0
Offset 2 0 0 0 0 0 0 0 0
Offset 3 0 0 0 0 o 0 o 0 0
Perm 1 - End 7 7 7 10 0 0 0 0
Hold Release 255 255 255 255 0 0 0 0
Zone Offset 0 0 0 0 0 0 0 0 0
Er
-Ir
EE EI ilE E IE E
Plan 1 - Sync _2_6_
Plan 2 - Sync _2_A
Plan 3 - Sync 26
Plan 4 - Sync
Plan 5 - Sync
Plan 6 - Sync
Plan 7 - Sync
Plan 8 - Sync
Plan 9 - Sync
NEMA Sync
NE[4A Hold
Coord Extra
r
I
Ir EEE
uEEE
gE
g
aEEEI EE
t@IEIEIEIEIII lrlrlEl lrl lEl EI EI EI EI EI EI
@rEaEE
Er
ErEEEEEg
EI
F.ee Lag 2,r68
Plan 1 Lag
Plan 2 - Lag 2168
Plan 3 Lag _2_4_6_8
Plan 4 - Lag _2468
Plan 5 - Lag
Plan 6 - Lag
Plan 7 - Laq
Plan 8 Lag
Plan 9 - Laq
External Lag
r
-
IEE
EI EEE
rEaEg
EraE
E
Pinled on 211712012 2124 PM
c
Timing Sheet Ve6ion: 233 RV2
Lag Phases
Revision: '10430
0 0
0 48
3 4
5 6
7 I
A
B
26 Cycle Lenqth 75 60 0 0
45 0
0 0
0 0
0 2168
IIITERSECTION: 017 Lonq Boach &,lth Paqe ,l (ot 8)
rEaEEEEEEEEEEEEr
Spec. Funct. 1 0 NOT-3 0 Pretimed Set Monday 0 Sim Term 0 Spec. Funct. 2 o NOT.4 System Det '1 0 Plan'l Ext. Perm 1 0 Dial 3 o-wrc) 0 EV.A Spec. Func1. 3 0 OR-4 (a) 89 System Det 2 0 Plan 2 Ext. Perm 2 0 EVB 72 Sp€c. Funct. 4 0 oR-4 (b) 86 System Det 3 0 Plan 3 Dimming 0 0 73 NAND-3 (a) 0 OR-5 (a) 215 System Det 4 Plan 4 0 Set Clock 0 Offset 3 o,u/irc) 0 EV.O 74 NAND-3 (b) 0 oR-5 (b) 216 System Oet 5 Plan 5 0 82 Free 0 vMre) 0 RR.1 0 NAND-4 (a) OR-6 (a) Syslem Det 6 0 81 Flash 0-wrc) 0 RR.2 0 NANO-4 (b) oR-6 (b) 87 System Det 7 Plan 7 0 Manual Enable 0 Excl. Ped Omit 0 Spec. Event 1 0 OR-7 (a) Fig 3 Diamond 0 Syslem Det I Plan 8
,r ir
0 0
Man. Advance 0 NOT.1 Spec. Event 2 0
oR-7 (b) Fig 4 Diamond 0 Max lnhibit (nema) Plan I Extemal Alarm 0 NOT 2 External Laq 0 oR-7 (c) AND-4 (a) 0 DELAY.A Phase Bank 2 0 OR-1 (a) AND-1 (a) 201 oR-7 (d) AND4 (b) 0 Force B (nerna) 213 Phase Bank 3 0 oR-1 (b) AND-1 (b) 200 OR'6 (a) NAND-1 (a) C.N.A.(llem) OELAY-C 0 Overlap Sel 2 0 OR-2 (a) AND-2 (a) 212 oR-8 (b) NAND-1 (b) 204 Hold (nema) 0 DELAY-D Overlap Set 3 0 oR-2 (b) AND-2 (b) 214 OR-8 (c) NAND-2 (a) 201 Max Recall 0 DELAY.E Detector Set 2 Detector Set 3
0 OR-3 (a) 51 AND-3 (a) 0
oR-B (d) NAND-2 (b) 206 [.4in Recall 0 DELAY.F 0 oR-3 (b) 75 AND-3 (b) 0 -4IEELI!@-EE
q@
-@-@@rE!!rE:

E@
r
IEIEIEIEIEIErz
EEErIEI EEI E
Assignable lnputs <C=0+E=126>
I Column C
Phase ON - | 0 Preempt Fail Flasher 0 Free 20s TOD Oul 1 Dial 2 O-wilB) 0 Phase ON - 2 0 Sp Evnt Out 1 Flasher 1 0
0 0 Dial 3 (7 wre) 0
Phase ON - 3 0 Sp Evnl Out 2 Fasl Flasher Plan 2 212 0 Offset '1 (7-wiro) 0 Phase ON - 4 0 Sp Evnl Out 3 Fig 3 Diamond Plan 3 209 0 Offset 2 {7-rMre) 0 Phase ON , 5 0 Sp Evnt Out 4 Fig 4 Diamond Plan 4 0 AND.l 203 99 0 Offset 3 o,wire) U
Phase ON - 6 0 Sp Evnt Out 5 Plan 5 0 AND.2 TOD Out 6 0 Free (7-wire) 0 Phase ON - 7 o Sp Evnt Out 6 Plan 6 AND-3 0 TOD Oul 7 0 Flash o-wrE) 0 Phase ON - 8 0 Sp Evnt Out 7 Plan 7 NOT-2 TOD Out 8 0 Preempt 0 Ph. Check - 1 0 Sp Evnt Out I 0 NOT.3 Plan 8 EV.A 0 Low Priority A 0 Ph. Check - 2 0 216 Plan I EV-B 0 Adv. Warn - 2 Low Priority B U Ph. Check - 3 0 0 208
2',11
0 E1/-C 0 DELAY.A Low Priority C 0
Ph. Check - 4 0 Spec. Funcl. 1 0 oR-5 0 EV-D 0 OELAY-B 2to Low Priority D 0 Ph. Check - 5 0 0 213 0 RR-1 0 DELAY.C 0
Ph. Check - 6 0 CenkalControl 0 NAND-4 0 0 0
Ph. Check - 7 0 Excl. Ped DW 0 201 oR-7 0 Spec. Event 1 0 DELAY.E 0 Ph. Check - 8 0 Excl. Ped WK 0 201 oR8 0 Spec- Event 2 0 DELAY-F 0 Assignable Outputs
EEg
EAE
r
tlEEEI E
reI EEr
llnIEIEIEIEIElrIEEr
trt E
E
EI E] EI
Pinled on 211712012 2:24 PM Timing Sheet Version: 233 RV2 <C=0+E=127>
Revasion:10430
71 0
0 0
o
o
o
0 o
0 o
0 0
0 o
o
0 0
0 o
Dial 2 0-wrc)
0 Max 2 loT--
Slop Time
Plan 6 Flash Sgnse
DEI.CY€ ---_l
tm, I 21,1
l0
Lo
203
2',lo
Offset 'l (7-wrc)
Offsel 2 o-wm)
lol- o- lo
0 o
Column I Column F
I 2oo lololoto
215
Spec. Funct. 3
Spec. Funct. 4
NAND-3
TOD Oul 2
TOD Out 3
TOD Out 4
TOD Out 5
0 211
DELAY.D
0 Plan'l
BB.' -_--l 0
Spec. Funct. 2
l- 20- fo
0 0
NOT.1
oR-'l
UK.Z
oRi
-
lolo
lo
l0
oR6------l
AND !
NAND.1
NAND-2
NOT.4
Detector F.il oR4
lolotololo
I-ol- o- lo
INTERSECTION: 017 Lonq Beach & ,!th
Phase
Ped Walk 0 0 0 o 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Mex Limil 0 0 0 0 0 0 0 0
[.4ax Limit 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0

EEE ETE IIII I
E
Paqe 5 (of 8)
Cotunn Nunbers -> rc*T_A-T-B-T_c-T_ pl <Ci5+1+9>
Oariohl Ssvinos
alc
<C/5+2+A>
<Cts+2+B>
<Ct5+2+C>
Max lnitial <cl5+2+o>
Altemate Walk
Allemale FDW
Allemate lnitial
Altemate Extension
Alternate Timinq
Max lnitial
Alternate Walk
Alternate FDW
Altemale lnitial
Altemate Extension
TBC Transition
Begin Month 0
Eegin Week 0
End Month 0
End Week 0
Daylight Savings Time
lime 84 Yellow
Phase Number
Time 84 Yellow 0.0
Phase Number 0
Trrnriion Tvp€
r6nglting
Lori Priorliv
2 = Chann€l B
<Ci 5+1+A>
Coordinated Lag Hold Phases
<C/5+1+C>
7-Wire Master
Advance Warning Beacon - Sign 1
<Fl1+C+E>
<F/l+C+F>
<F/1+D+E>
<F/1+D+F>
<F/l+0+6>
<Fl1+o+7>
phase Timinq - Bank 2 <C=o+F=2>
Phase Timing - Bank 3 <C=0+F=3>
Advance Warning Bsacon - Sign 2
Lone Failure 0.0
Short Failure 0.0
Powor Cycle Corrsction (oera,n = o rl
<F/'!+0+8>
It in Grsen Before PE Force Off
<F/1+0+9>
Max Preempt Time Bofore Failure
<F/1+0+A>
Min Time Bstween Sams Preempts
(Does Not Appt To REitrcad Prcempt)
<9125+C+8>
Disablo Low Priority Channel
Transilion Type IE
E_EaEEElil tlEEE
gE
EI IIE
Hold Phases
Sync Output Time @
Phase 1 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
E
IIaEEErEEr
EI EEEEr
Ped Walk 0 0 o 0 0 0 0 0
Ped FDW 0 U 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0 0
Type 3 Disconnecl 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension [m 0.0 0.0 0-0 0.0 0.0 0.0 0.0
Max Gap m 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0 0 o 0 0
Max Limit 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0
PE [,lin Ped FDW 0 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanoe 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
EEEE
IU@
EE
Min Time (seconds) E
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 U 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
EE.rE- E
Max Time (minules) 0
Min Time (seconds) 0
Low Pri. Channel
Pnnled on 211712012 2.24 PM Timing Sheet Version: 233 RV2 Revision: 10430 4 8
0 0.0
0 Altemate Timing
I o.o lo
o
0 TERSECTION: 017 Lonq Beach & 4th
Paqe 6 (or B)
Delay
Carry0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0
Colunn Nu,,be6
-> EE
Detector Assignm6nts
Colunn Nunbe6 *>
Redi
Enable Redirection
(Enable Redirection = 30)
Max OFF (minutes) 0
Max ON (minutes) 0
rect Phase Outputs <C+0+E='127>
<E/125+D+0>
<D/0+0+l>
<D/0+0+2>
Detector Failure Monitor
Delector Attribules
7: Carrin!
Det. Assionments
I = Oet. Set I
2 = Det. Set 2
3 = Oet. Ssl 3
Dimming <C+0+E=125>
Disable Alarms
7 = Delsclor Failur6
F;;I
F_
fd"1
lcl fdl
E
<C+0+D=0>
<C+0+C=5>
Oelay Logic Times
<C+0+D=0> (seconds)
<C/5+F+0>
Oisable Alarm Reportinq
<C/5+C+0>
Redial Time (minures)
(View Redial Timer at E/2+D+6)
5 6
7 I
: Failurg, Mar Re@!t

EEI EI E
@IIE
gE
EEEllEr
EI E
Ped / Phase / Overlap
6 k 0 0 0 0 0 0 0 0
Don'l Walk 0 0 0 0 0 0 0 0
Phase creen 0 0 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0 0
Ovedap Yellow 0 U 0 0 0 0 0
Overlap Red 0 0 0 0 0 0 0 0
E TE r trIEI IEI rEaEEI EI rlEI
Attributes
Cl Pin
Number Phase(s) Assiqn
39 457 2 't23
40 123
41 4
42 457 123
43 2
44 457 6 '123
_45 7 123
46 8 123
47 48 123
49 123
457 8
55 123
56 ,| 123
57 _45 7 7
58 157 123
rr- EE
Cabinel Typa
Output Porl 1
Output Port 2
Outpul Port 3
OuPut eort I
Outpul Port 5
Output Porl 6
Outpul Port 7
lEt III IEIE
a, E
r
Attributes a
Cl Pin
Number Phase(s) Assiqn
59 123
I 123
6'l 123
62 457 3 121
63 6,t 123
65 -45-7
123
66 157 8 '123
67 _2_ 2 123
68 6
69 2 4 123
70 _2_ 8 123
76 _45 7
77 157 6 123
78 1 123
79 457 123
EE r-- I
Delav
Carry0.0

0.0 0.0

0.0 0_0
a
Number of Digits 0
'l st Digit 0
2 ed Digil 0
3 ed Digit 0
4 th Digit 0
5lh Digil 0
6 th Digit 0
7 th Digil 0
8 th Digat 0
9 th Digit 0
10 th Digit 0
1'l th Dagil 0
12 th Oigit 0
13 th Digit 0
14 th Digit 0
1s th Diqit 0
E
DELAY-A 4
DELAY-B 3
DELAY-C 0
DELAY,D 0
DELAY-E 0
DELAY.F 0
Omil Alarm
Time tr
Pnnted on 2117120'12 2:24 PM
<C+0+E=126>
Timing Sheet Version:233 RV2
Dial-Back Telsphons Number
Revision:10430
457 0
_15-7 123
-45_7-
123
15 1
457
457 123
457
157 1
50 12tr
457 5
457
123
D
4 Io
157
457 2 123
457 _6_
a
123
2 '123
45f
4 0.0
B
1 2
3 4
5 6
7 I
I
B
D
E
F
INTERSECTION 017 Long Beach & ,lth
7 (of 8)
Time o Day of Week
05:30 2 A 56
08:30 ,| 23456
l5:30 3 23,{56
18:30 1 _23.rs6
22 ..00 1231567
05:30 1 1 7
00:00 0 0
00:00 0 0
0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
TOD Coordination <c+o+g=o.i>
(Bank 1)
Time
!
(l o Day of Week
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time Day of Week
00:00 0
00:00 0
00 :00 0
00:00 0
00:00 0
00:00
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00;00 0
00:00 0
Columr 4
Phases/Bits
<C+0+7=0.1> <C+0+E=21>
o Holiday Tvpe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
o Holiday Type
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 o
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
Time -a{! o Holiday TvDe
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 o 0
00:00 0 0
Time o Holiday Type
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
T.O.p. Functionc
8 = OouU€ Entry
C = Corxritoorl Slrvic.

E.8al1-to.alOv6nid.

Bila-DisabloD€r.cror
OFF Monlto.

Bh7-DeleciorCount
8fi I - R6al Tirm Spllt
F.o(tlanBi6ttnS
TOD
Function
Time Holiday Tvpe
00:00 0
00:00 0
00 :00 0
00:00 0
00:00 0
00:00 0
00:oo 0
00:00 0
00:00 0
00:00 0
0O:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
Column 4
Phases/Bits
Ollset S€lect
B. Orsel B
C. Ots€l C
Holiday Dates <c+o+e=t I'
(Bank 1)
Holiday Events <c+o+9=1 t>
(Bank 1)
Monti S6t6ct
TOD Coordination <c+o+g=o 2>
(8ank 2)
Holiday <c+o+7=o 2> <C+0+E=28>
TOD Function
Holiday Datos <c+o+8=1.2,
(Bank 2)
0 1
2 1
7 8
B
c
D
E
0 1
4 5
5 7
8 I
E
F
Holiday Events <c+o+g=1 2>
(Bank 2)
Revisionr 10430
5 0
-a
o_
1 00:00
0 0
Plan S.rect
1 ihru 9: Coordinanon
-a(I
0 0
A
B
c
D
Pnnled o 211712012 2.24 PM Timing Sheet Versionr 233 RV2 INTERSECTION: 017 Lonq B€ach E 4th Paoe B (of 8)
m:EE Time Ped Call Hold Advance Force Off Vehicle Call Permil Phases Ped Omil Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
rEET
-I
I[T EEIT rEEEEEraEEEEI lll EI EE
Notes
Special Event Schedule - Table I <C+0+E=27>
<C+0+E=28>
<E127+5+F>
Limited Sorvice lnterval
Notesl
<E/28+5+F>
Limitsd Service lnterval
0 1i
Clear TNllE Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit OulDul 0 o
0 0
0 0
0 0
0 0
0 0
0 0
0 0
EEE-TE rE
-
-
r-
-
r-T
IIIIIr IET
-
-
-
-
I-
-
I- II
-
- -
-
I
I-
-I IIT
-
--
II
--
IIr-
-
-ITI
I
-
III
z@ IrIT-I
--
-
-
-
-r
I- 0
Soecial Evont Schedule - Tablo 2
Timing Sheet Version: 233 RV2 Revision: 10430
A c F
-:r
__l
t_
_ l
t_
t-_]
-
6 D
_-l
t_
t_
r:-
Pinled on 211712012 2:24 PM
(ilt
/. //ir/'"*-
018 Beach & 3rd
Group Assignment: NONE
Field Master Assignment: 0lFleld Master 1-Llght Rait
System Reterence Number: 18
Change Record
h e Date Change BY Date
of8
N/S Streel Namei LongEoaclt
E/w Streel Namei 3rd
Notes
Last Database Change
Drop Number 18
Zone Number 1
Area Number 1
Area Address
QuicNet Channel 0
ManualPlan
lvlanualOffset
<C/0+0+0>
<C/0+0+1>
<C/0+0+2>
<C/0+0+3>
ManualPlan
Manual Offsel
2 = Oflsel B
3 = Orsel C
<C/o+A+1>
<C/0+B+1>
<F/1+0+E>
<F/1+0+F>
<F/1+C+0>
Flash Start 0
Red Revert 0.0
All Red Start 0.0 (QuicNet)
0 0.0
<F/1+0+0>
<F/'1+0+1>
<F h+O+2>
Manual Selection
Phase Timinq - Bank | <C+o+F=1>
Communication Addresses Start / Revert Times Exclusive Ped Phase (Outputs specinsd h Assignabte
Outputs ar E/127+AlE A F)
Max lnitial
RR-1 Delay 0
RR-1 Clear 0
EV-A Delay 0
5 0
5 0
EV-A Clear
EV-B Delay
EV-B Clear
EV-C Delay
EV-C Clear 5
EV-D Delay 0
EV-D Clea. 0
RR-2 Delay 0
RR-2 Clear
Wew EV Delay
Alternate Wal 0
Allernale FDW
Alternale lnitial
Alternale Extension
Alternate Timing <c+o+F=1> Preempt Timing Phase Functions<C+0+F=1 > ET D F
0 I
2 3
4 5
6 7
B
I
B
c
D
E
F
Phase
1 4 5 6 7 8
7 0 7 0 7 0 tu
13 0 22 0 13 0 0
0 0
l\4in Green 4
Ped Walk
Ped FDW
't0 0 0 '10 0 0
Type 3 Disconnecl 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 2.0 3.0 0.0 1.0 0.0 3.0 0.0 0.0
Max Gap 3.0 4.0 0.0 5.0 0.0 4.0 0.0 0.0
Min Gap '1.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0
Max Limil 15 30 0 45 0 30 0 0
[,lax Limjt 2 25 40 0 60 0 40 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0
PE Min Ped FDW
0 0.5
50 0
50 0 50 50 0 0
Cond Serv Check 0 0 0 0 0 0
Reduce Every 0.5 0.0 0.5 0.0 0.5 0.0 0.0
Yellow Change 3.0 3.6 0.0 3.6 0.0 3.6 0.0 0.0
Red Clear 1.0 1.0 0.0 '1.3 0.0 1.0 0.0 0.0
E
Phase 1 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3
20 20
20 20
20 20
20 0 0 0.0
Phase 4 0 0 0 0.0
Phase 5 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 20 0 0 0 0.0
Permit 12-4 6
Red Lock 1246
Yellow Lock
Min Recall
Ped Recall
4 Rest ln Walk
Red Resl
DualEntry
Max Recall
Sofl Recall
Max 2
First Phases
Cond. Servace
Yellow Starl
l\4an CnlrlCalls
-2_6_
I
IE
-
I
0 1
3 4
5 6
7 8
9 B
c
D
E
F
Prinled on 5/26/2016 10:36 AM Timing Sheel Version: 233 RV2 Revision: 10430

SENIOR TRAFFIC ENGINEER
0 U
Cotunn Nu,,,o€rs -> t--1
=
I +
- -
tls lE,,"lr* W"tk I
lExclusive FDW I
lntt ned ctear I
0 0
INTERSECTION: 018 Loho Boach & 3rd
0 ,|
2 3
4 5
6 7
8 I
A
B
c
D
E
F
Paae 2 (of 8)
E
Exclusive Phases
RR-1 Clear Phases
RR-2 Clear Phases
RR-2 Limited Service
Prot / Perm Phases
Flash to PE Circuils
Flash Entry Phases
Disable Yellow Ranae
Disable Ovp Yel Range
Overlap Yellow Flash
EV-A Phases
EV-B Phases 16
1 13
EV-C Phases
EV-D Phases
Extra I Config. Bils
lC Selecl (lnlerconnect)
Colunn Numb.rs -->
Confiquration <C+0+E=125>
F
Fasl Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passaqe
Simultaneous Gap Term
Sequential Timing
Advance Walk Phases
Delay Walk Phases
External Recall
Start-up Overlap Green
Max Exlension
lnhibit Ped Reservice
Semi-Aclualed
Start-up Overlap Yellow
Start-up Vehicle Calls
Start-up Ped Calls
Specials
fhrilcPE a
PE NoGtod(
2=EVB 6:RR2 3=EvC 7=SE1
4=EVO 8=SE2
lC S6l6ct Ftaos
Coordination
Transition
Minimums
<C+0+C=5>
c
EVA 0
EV.B 0
0 0
EV-C
EV.D
RR.1 '
RR.2'
sE-1 0
SE.2 0
Preempt
Priority
<C+0+E:125>
('RR.1 is alwsF Hiohest,
3nd RR-2 is alw8ys
Se.ond Hiohsl )
2 Phase 1 8
Phase 2 '10
Phase 3 0
20 0
10 0
0 Phase 4
Phase 5
Phase 6
Phase 7
Phase 8
Overlap
1 3 4 5 7 8
o
Load Switch Number 0 0 0 0 0 0
Veh Sel 1 - Phases
VehSet2-Phases
VehSel3-Phases
Neg Veh Phases
Neq Ped Phases
Green Omit Phases
Green Clear Omit Phs
Green Clear 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Chanae 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cotunn Nunbots -->
Ovsrlap Assiqnments <C+0+E=29>
Exlr' I Flm!
I . TBC Typ€ t
2 . NEMA En. Coo.d
3 = Auro O€right S8vtnc3
5 = E(6rd.d StEtus
7 = Fb$ - Cto3r Ou$ds
8: Sd[ Rinc
Extr6 2 Flaos
1 = AWB Durin0 lniliEl
6:
8:

F
Ext. Permit 1 Phases
Ext. Permit 2 Phases
Exclusive Ped Assign
Preempt Non-Lock
Ped for 2P Outpul
Ped for 6P Outpul
Ped for 4P Oulpul 4
Ped for 8P Output
Yellow Flash Phases
Low Priority A Phases
Low Priority B Phases
Low Priority C Phases
Low Priority D Phases
Reslricted Phases
E(ra 2 Confia. Bits
Confiquration <c+o+E=125>
0 1
2 3
4 5
7 I
B
c
D
E
F
1 3
1 5
6 7
8 I
A
B
c
o
E
F
0 1
2 3
4 5
6 7
I
B
c
D
E
F
Printed on 5/2612016 10:36 AM Timing Sheet Version: 233 RV2 <C+0+F=2>
2 I

0.0 I
L T ..l
0 r-l
------t
-=r___l
_t
2 Revision: 10430
INTERSECTION: 018 Lo h
Cotunn Nun,1,be6
->
Coordination - Bank 1
Coordination - Bank 2
<C+0+C=1>
<C+0+C=2>
3 of8
SYnc Phases <C+o+C='l>
Lag Phases <c+o+c=l>
Plan
Cycle Lenglh 75 75 75 75 0 0 0 0
Phase 1 ' Forceoff 16 '14 '16 16 0 0 0 0 0
Phase 2 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 3 - Forc€Off 0 U 0 0 0 0 0 0 0
Phase 4 - ForceofI 46 50 48 46 0 0 0 0 0
Phase 5 - Forceofl 0 0 0 0 0 0 0 0 0
Phase 6 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 7 - Forceoff 0 0 0 0 0 0 0 0 0
Phase 8 - Forceoff 0 0 0 0 0 0 0 0 0
Ring Offset 0 0 0 0 0 0 0 0 0
Offset 1 71 43 0 0 0 0 0
Offset 2 0 0 0 0 0 0 0 0 0
Offset 3 0 0 0 0 0 0 0 0 0
Perm 1 - End '10 '10 10 't0 0 0 0 0 0
Hold Release 255 255 255 0 0 0 0 0
Zone Offsel 0 0 0 0 0 0 0 0 0
EE------ E---r-- I
EEE
rEErEEEEI EE
EE
EEEr
lxaEEtrr EEIIr
r
Plan 1 - Sync 26
Plan 2 - Sync 26
Plan 3 - Sync _26
Plan 4 - Sync 26
Plan 5 - Sync
Plan 6 - Sync
Plan 7 - Sync
Plan 8 - Sync
Plan 9 - Sync
NEN4A Sync
NEMA Hold
Coord Extra
r
I E
Til aE
E
E
EaEr
EEEEEr
Ped Adiustmenl 0 0 0 0 0 0 0 0 0
Perm 2 - Slarl 't0 't0 10 10 0 0 0 0 0
Perm 2 End 46 48 46 0 0 0 0 0
Perm 3 - Starl 0 0 0 0 0 0 0 0
Perm 3 ' End 0 0 0 0 0 0 0 0 0
Reservice Time 0 0 0 0 0 0 0 0 0
Reservice Phases
Pretimed Phases
Max Recall
Perm 1 Veh Phase 1 1 1
Perm 1 Ped Phase 4
Perm 2 Veh Phase 11 1_1_ 11 14
Perm 2 Ped Phase 4 4 4
Perm 3 Veh Phase
Perm 3 Ped Phase
-
-
-
-
II
-
I-!I
-
I
I
I
t-rlt
-
-
-
ETT t-
-
I
I
!-
-
I-t- I
EEaEE
rEnIIEEEEEr
r
Free Laa 1 468
Plan 1 - Laa 1468
Plan 2 - Lao 1_468
Plan 3 - Laq 1468
Plan 4 - Laq 1,r68
Plan 5 - LaO
Plan 6 ' Laq
Plan 7 - Lao
Plan 8 - Laq
Plan 9 - Lag
External Laa
r
I
I
Timing Sheet Version: 233 RV2 Revision:10430
I
2 0
1 = Prcsmmmod WAIK Tim€ lor Sync Pha$3
2 = Always Tormamle Srlc Phs!6 P6ds
I
4 5
6 7
8 9
B
D
E
F
,|
ffi
3 4
5 6
f
I
B
c
o
E
F
Printed on 6/6i20'16 10:20 AN4
ItITERSECTION: 0t8 Long Beach E 3rd
0 '|
2 3
4 5
6 7
I
I
B
D
E
F
Paqe 4 (ot 8)
Column I Column A Column B Column C Column D Column E Column F Spec Funcl. 1 0 NOT.3 85
88 89
86 215
Ma\ 2 Pretimed 0 Sel Monday 0 Dial 2 (7 wrc) 0 Sim Term 0 Spec. Funcl. 2 0 NOT.4 System Det 1 Plan 1 0 Exl Perm I 0 Dial 3 o.wro) 0 0
0 EV.A 71
Spec. Funct. 3 OR-4 (a) System Oet 2 0
0 0
0 0
0 0
0 81
0 Offset 1 {7,Wire) EVB 72
Spec. Funct. 4 oR4 (b) System Del 3 Dimming Offset 2 (7 wire) EV.C NAND-3 (a) oR-5 (a) 0 Set Clock Ofiset 3 (7-wre) EV-O 74 0 0
0 0
0 NAND-3 (b) oR-s (b) 216 System Det 5 Plan 5 Stop Time RR.1 NAND4 (a) oR-6 (a) 90 System Det 6
0 0
0 0
0 Plan 6 Flash Sense Flash 0 wrc) RR2
NAND 4 (b) oR-6 (b) 87 Plar 7 Manual Enable Excl. Ped Omit Spec Event 1 OR-7 (a)
0 0
0 0
0 Fiq 3 Diamond 0 System Del 8 Plan 8 Man Advance 0 NOT.1 Spec. Event 2 oR-7 (b) Fig 4 Diamond 0 Max lnhibil (nema) Plan I ExlernalAlarm NOT-2 211 External Lag oR-7 (c) AND-4 (a) 0 DELAY.A Phase Bank 2 OR 1 (a) AND-1 (a) 20'l AND4 (b) 0 Forc€ B (nema) DELAY.B oR-1 (b) 0 AND-1 (b) 200 oR'8 (a) NAND,l a
NAND.1
NAND.2 b
205 C.N A. tnemar DELAY.C 0 Overlap Sel 2 OR-2 (a) 203 AND-2 (a) 212 oR-8 (b) 204 Hold (ne'na) 0 DELAY.O Oveda Set 3
Delector Set 2
Detector Set 3
oR-2 b
oR,3 a
oR,3 b
210 AND-2 (b) 214
OR-8 (c) 0 201 Max Recall

OELAY-F
0 0 54 AND-3 (a) 0
oR-8 (d) 0 206 Min Recall 0 0 AND-3 (b) 0
Assignable lnputs <C=0+E=126>
Assiqnable Outputs
0 1
2 3
4 5
6 7
8 9
B
c
D
E
F
0 ,|
2 3
4 6
7 I
I
B
D
E
F
Column I Column A Column B Column C Column D Column E Column F Phase ON - 1 0
0 0
0 0
0 0
0 Preempt Fail 0 Flasher 0
0 0
0 t
Free 0 NOT-1 TOD Out 'l Dial 2 o-wre) 0
Phase ON - 2 Sp Evnt Out 1 0 Flasher 1 Plan 1 oR-1 TOD Oul 2 Dial 3 (7-wirc) 0 Phase ON - 3 Sp Evnt Out 2 0 Fast Flasher Plan 2 oR-2 TOD Out 3 0 Offset 'l (7-wre) 0 Phase ON - 4 Sp Evnt Oul 3 0 Fiq 3 Diamond Plan 3 0 oR-3 TOD Oul 4 0 Offset 2 (7-wre) 0 Phase ON - 5 Sp Evnt Oul 4 0 Fiq 4 Diamond 0 TOD Oul 5 0 Oflsel 3 (?.wE) 0 Phase ON - 6 Sp Evnt Oul 5
206
0 0
0 203
0 TOD Out 6 0
Phase ON - 7 Sp Evnt Out 6
0 0
0 0
0 0
0 Flash o-wirc) 0
Phase ON - 8 Sp Evnt Out 7
0 0
0 o
0 NOT,2
211
0 0
U
0 Preempt 0
Ph. Check - 1 Sp Evnt Out 8 NOT 3 2't5 Plan B EV.A Low Priority A 0 Ph. Check - 2 0 NOT-4 2'16 Plan I EV.B Adv. Warn - 2 Low Priority B Ph. Check - 3 0 Deleclor Fail oR4 208 Spec. Funct 3 EV.C DELAY A Low Priority C 0 0
0 Ph. Check - 4 0 Spec. Funct. 1 oR5
NAND.2
oR-6
AND-4
214 Spec. Funcl. 4 EV-D DELAY.B Low Priority D
Ph. Check - 5 0 Spec. Funct.2 213 NAND.3 0 RR.1 DELAY C 0 Ph. Check - 6 0 Central Conkol 0 NAND,4 0 DELAY.D 0
Ph. Check - 7 0 Excl. Ped DW 0 201 oR7 0 0
Ph. Check - 8 0 Excl. Ped WK 204 oR-8 0 0 DELAY.F
@EEr
r
I
EEIL
EIE
0 I
2 3
1 5
6 7
s
B
D
E
F
Timing Sheel Version: 233 RV2
<C=O+E=127>
Revision 10430
NAND-2la)
0 Ext. Perm 2
Phase Bank 3
Plan 3
Plan 4
Plan 2
o
0 DELAY-E
o
lolo
System Det 4
to
System Det 7
reR? (d)
lofolo
to
209
ao
0 o
to
o
tolo
t ,os
fo
ao
0 0
---
0 0
tofo
o
fo- fo0
NAND 1
TOD Out 7
TOD Out 8
io
o
Trlo

DELAY-E
IAND-1
AND-2
EltD-3
=
Plan 4
Plan 5
Plan 6
Plan 7
0 99
0 0
0 l-o
l0
205
0 212
209
0 0
0 0
0 0
RR.2
Specfvent 1
Spec. Event 2
Printed on 5/26/2016 10i36 AM
INTERSECTION: 0J8 Lono Beach & 3rd Paqe 5 (of 8)
Phase Timinq - Bank 2 <c=0+F=2>
1 2 3 4 5 6 7 8
Ped Walk 0
0 0
0 0.0

0.0 0.0
0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0
l\Iin Green 0 0 0 0 0 0 0
Type 3 Disconnect 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Exlension 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0
Mln Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
[4ax Limil 0 0 0 0 0 0 0 0
Max Limil 2 0 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0 0
PE [4in Ped FDW 0 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0 0
Reduce E
Yellow Cha
Red Clear

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 U.U 0.0 0.0 0.0 0.0
Phase Timing - Bank 3 <c=o+F=3>
OEvlidhtS.vinds
0€19
<Cl5+2+A>
<Cl5+2+B>
<Cis+2+C>
<C/5+2+D>
<C/5+1+9>
TBC Transition
<C/5+1+A>
Coordinated Laq Hold Phases
<C/5+1+C>
7-Wire Mastor
Begin lvlonth 0
Begin Week 0
End [ronth 0
End Week 0
Dayliqht Savinqs Time
<F/1+C+E>
<F/1+C+F>
Advance Warninq Beacon - Sign I
Max lnitial
Alternate Walk
Allernate FDW
Alternate lnitial
Allernale Exlension
Alternate Timinq
Max lnilial
Alternate Waik
Alternale FDW
Alternate lnitiat
Altemate Exlension
Alternate Timinq
TEnsition Tvos
re.Ehing
tow Priorik
2 = Channd a
Time 84 Yellow 0.0
Phase Number 0
<F/1+D+E>
<Ft1+O+F>
<F/1+0+6>
<F/1+0+7>
Advance Warninq Beacon - Siqn 2
Failure
Shod Failure

0.0 0.0
Power Cvcle Correction {De(6u[ = o /)
<F/1+0+8>
Min Green Before PE Force Off
<F/1+0+9>
Max Preempt Time Before Failure
<F/'1+0+A>
Min Time Betweon Samo Presmpts
(Do* Nol fuply To Railrosd Proemg0
<E/'t25+C+8>
Disablo Low Priority Channel
I EIE D Transilion T 0.3
0 1
2 4
7 8
I
B
c
o
E
F
Phase 1 0
0 0
0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0 0.0
Phase 7 0 0 0 0 0.0
Phase 8 0 0 0 0 0.0
Hold Phases
Phase
'l 2 3 4 5 6 7 8
0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0 0 0
Ivlin Green 0 0 0 0 0 0 0 0
Type 3 Dasconnect 0 0 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l\4ax Gap 0.0 0.0 0.0 0.0 0.0 0.0
N4in Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l\rax Limit 0 0 0 0 0 0 0
Max Limil 2
o
0 0
0 0
md
0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
@EEEr
Sync Outpul Time 0.0
Time 84 Yellow 0.0
Phase Number Eo
0 I
3 4
5 6
7 8
9 A
B
D
E
F
I B c D
Phase'1 0 0 0 0 0.0
Phase 2 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4 0 0 0 0.0
Phase 5
0 o
o
0 0
0 0 0 0 0.0
Phase 6 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase 8 0 0 0 0.0

EIIEEEE
Min Time 0
Max Time (minutes) 0
Min Time (seconds) 0
Low Pri Channel
Printed on 5/26/2016 10:36 AM Timing Sheet Version: 233 RV2 0 Cotunn Nunbe.s '-->
Revision: 10430
INTERSECTION: 018 Lonq Boach & 3.d Paoe 6 (of 8)
0 ,|
2 3
4 5
7 I
B
c
D
E
F
0 ,| 2
C1 Pin
Number Atlributes Phase(s) Assion
39 157 2 123
40 457 6 123
41 457 123
42 457 8 123
43 457 2
44 157 6 123
45 457 1 123
46 457 8 '123
47 48
49 50
55 56
57 457 123
457 6
457 4 123
457 8 123
5 123
457 123
157 '123
58 457 3 123
Cotunn Nunbers '.'->
DetectorAssiqnmonts <C+0+E='126>
1 3
Delav
Catry0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0
4 Catry

0.0 0.0

0.0 0.0
Ped/Phase/Overlap
,| 3 4 5 6 7 8
0 0 0 0 0 0 0 0
Don't Walk 0 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0
Overlap Yellow 0 0 0 0 0 0 0 0
Overlap Red 0 0 0 0 0 0 0 0
Column Numbe.s -->
Redirect Phase Outputs <C+o+E=127>
Max OFF (minutes) 0
Max ON (mrnules) 0
D
Output Port 1
Output Porl 2
Outpul Port 3
Output Port 4
Output Porl 5
Output Port 6
Output Porl 7
Dimming <C+0+E='125>
B
DELAY,A 4
DELAY B 3
DELAY.C 0
DELAY-D 0
DELAY.E 0
DELAY.F 0
<E/125+D+0>
Enable Redirection
(Enable Redirection = 30)
<D/0+0+1>
<D/0+0+2>
Detector Failure Monitor
Detector Attributes

7. Calllno
Det. Assionments
1 = O€t. Set 1
2 = oer. Set 2
3=Dot Sst 3
6 = Failure - Min Recall
7 - Failure- Max Roell
Delay Loqic Times
<C+0+D=0> (seconds)
<C/5+F+0>
<C/5+C+0>
Disable Alarm Reportinq
Redial Time (minutes)
(View Redial Timer at E/2+D+6)
<C+0+C=5>
<C+0+D=0>
0 1
2 3
1 5
6 7
Cabinet Type IE
0 ,|
2 3
4 5
6 7
0 1
2 4
5 7
8 9
A
B
c
o
E
F
4 5 7
C1 Pin
Number Altributes Phase(s) Assiqn
123
60 457 123
61 123
457 3
457 123
157 '123
457 4
62 69
63 68
64 67
65 157 8
2 2 5
2 4 123
70 2 8 123
76 157 2 123
457 '123
78 457 123
79 457 8
I
o
Number of Dioils
1 st Diqit
o
o
0 Lrl
0 0
0 2 ed Digit
3 ed Digit
4 th Diqit
5 th Digil
6lh Diqil
7 lh Disit 0
8 th Oigit 0
I th Digit 0
10 th Disit 0
1 1 th Digit 0
12 lh DiQit 0
it 0
15thD
13 rh
0 0
EEEEEE
B
c
D
E
Omit Alarm
Time 0
Printed on 5/26/2016 10:36 AM
Dial-Back Telephone Number
Revision: 10430
1 123
2 123
457
1 7

0.0 Disable Alarms
3 = K€ybord Entry
7 = Oeteclor Fallur€
8=
0 0
0 ol
1 't23
2 123
2 123
123
5 4
I
I0.0t0.0 I
Delav
14 th Diqit
Timing Sheet Version: 233 RV2
INTERSECTION: 018 Lonq Boach & 3rd Paoe 7 (of 8)
Phases/Bits
1 I.Fltii,ltt.!
-
Time
6 6 Day of Week
06:00 23456
09:00 2 _23456-
15:00 3 23,156
'18 : 00 23456
22 100 2 1234567
05:00 2 17
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 r00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
TOD Coordination <c+o+9=0. 1>
(Bank 'l)
Time tr 6 Day of Week
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time
E
Day of Week
22 :00 E 1231567
05:30 E 1234567
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00 r00 0
00 r00 0
00:00 0
0O:00 0
00:00 0
00:00 0
00:00 0
T-O.O. Function.

I - Ooubl€ Entry
C - Condltonal S€wi.€
E.Bill-Loc8lOv€nide
Bila-Ol!8obD€tecto.

OFF Morilo.

B(7-D.bctorCounl
8nE-R.alTim.Sdn
F . Oulprrt Bltr 1 thru 8
TOD
Function
o Holiday TvDe
00 00 0
00 00 0
00 00 0
00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
<c+0+7=0.t> <c+0+E=27> Holidav Dates <c+o+8=1.1>
(Bank l)
Time
6 lJ- Holiday Tvpe
00:00 0
00:0o 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
Holidav Events <c+o+g=,.i >
(Bank 1)
Pltn S€lacl
t hru 9 = Coodhation
Plan t hru 9
Onrol Sslocl
B = Ofllol A
C - Ofllot c
Time !
0-
6 o Holidav Tvoe
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 i00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00 i00 0 0
00:00 0 0
00:00 0 0
Mmth S€l.cl
TOD Coordination <c+o+9=o 2>
(Bank 2)
Holiday <C+0+7=0 2> <C+0+E=28>
TOD Function
Holidav Dates <c+o+8=1 2>
(Bank 2)
Time d o Holiday Type
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0
0 0
00:00 0 0
tI
-
-
-
EEE
Phases/8its
I.Frliitirl
trIEIEEEEEaE
r
E
E
EEr
E
o Holidav Tvoe
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
IPrinled on 6/6/2016 10:20 AM Timing Sheel Version: 233 RV2 Holidav Events <c+o+g=1.2>
(Bank 2)
Revision: 10430
1 3
4 5
6 7
8 I
B
c
D
E
F
_e
oI
INTERSECTION: 018 Lonq Beach t 3rd Paqe 8 (of8)
Noles
0 <E127+5+F>
Limited Service lnterval
Noles
Special Event Schedule - Table 1 <C+0+E=27>
<C+0+E=28>
0 <Et28+5+F>
Limited Service lnterval
6 7 I B D E F
Clear GIII Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
-
-
I-
-
-
I-
-
I
t-
-
E II
-
-
I
I
IEI
-
-
-
-
-
I-
-
-
-
IIr T
-
-
I IEIEEiT II E
II
-
II
7 3
4 5
o
rE
EEE
E
EE
D F
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permil Phases Ped Omit Outpul 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
-
-
tI
-
ITI-
-
I
r-I
I
-
-
-
-
I
ETII
-
-
-
I
-
-
rIIEE Err
-Ir- -!--
r---
E
--
-
I-
-
-
I-II r- til t- EE
tnEEaEEEEEErE
I
Timing Sheet Versiont 233 RV2 Revision: 10430
Special Event Schodule - Table 2
Printed on 5/26/2016 10:36 AM
6 7
8 I

Frtt2 lat LsT^leD //-/6-//
INTERSECTION: 020 Lon Beach & 'l st
Group Assignment: NONE
Field Master Assignment: 0lField Master 'l-Llght Rail
System Reference Number: 20
Chan ge Record
Ch B Date Chan Date
e1 of
N/S Street Name: Long Beac Lasl tabase Changer 1lll5120 0i39 E/W Street Name: lst
Noles
Drop Number 20
Zone Number 1
Area Number ,|
Area Address 20
QuicNel Channel 0
ManualPlan
ManualOffsel
<C/0+0+0>
<C/0+0+'1>
<C/0+0+2>
<C/0+0+3>
Manual Plan
15 = Elash
ManualOfset
2 = Offsst B
3 = Offset C
<C/o+A+1>
<c/0+B+1>
<F/1+0+E>
<F/1+0+F>
<F/1+C+0>
<F/1+0+0>
<F/1+0+1>
(QuicNet) <Fl'l+O+2>
Flash Slarl 0
Red Revert 0.0
All Red Start 0.0
Start / Revert Times
RR-'l Delay 0
RR-1 Clear
EV-A Delay 0
EV-A Clear 5
EV-B Delay 0
EV-B Clear 5
0 5
EV-C Delay
EV-C Clear
EV-D Delay 0
EV-D Clear 0
RR'2 Delay
RR-2 Clear 0
Vie|9 Ev Oelay
0 Exclusive FDW 0
AllRed Clear 0.0
Excluslve Ped Phase
(Oulpds specined in Assignable
Oulplls at E/!27+A+E a F)
F
Permit ,23455 8
Red Lock 12 456 8
Yellow Lock
Min Recall -2_6_ Ped Recall
Rest ln Walk
Red Rest
Dual Entry
l\4ax Recall
Sofi Recall
Max 2
Cond. Service
Man CnlrlCalls
Yellow Start
First Phases _2_6_
Communication Addresses Man ual Selection
Phase
,| 3 1

NBLT SB EB WB N BLT NB EB
Ped Walk 0 0 6 0 6 0 6
Ped FDW 0 13 0 0 14 0 19
Min Green 4 10 10 4 4 't0 0 4
Type 3 Disconnect 0

0.0 2.O

3.0 1.0
15 0
50 0

3.0 0 0 0 0 0 0 0
Added pe. Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 4-0 1.5 2.0 0.0 2.5
Max Gap 5.0 '1.5 3.5 3.0 5.0 0.0 3.s
Min Gap 2.0 '1.5 1-5 1.0 2.0 0.0 't.s
Max Limit 40 15 12 40 0 20
Max Limit 2 50 15 15 50 0 20
Adv. / Delay Walk 0 0 0 0 0 0 0
PE irin Ped FDW 50 50 50 50 50 0 50
Cond Serv Check 0 0 0 0
Reduce Every 0.5 0.5 0.5 0.5 0.0 0.5
Yellow Chanqe 3.0 3.0 3.0 3.0 0.0 3.0

1.0 't.0 1.0 2.0 1.0 1.0 0.0 2.0
Cotumn Nudbe.s
->
Phase Timing - Bank 1 <c+o+F=1>
Max lnitial
Allernate Walk
Allernate FDW
Allernate lnitial
Alternate Exlension
Alternate Timing <C+o+F=1> Preempt Timing phase FU nctions <C+0+F= 1> c E
0 ,|
2 4
B
c
E
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0 0.0
Phase 3 0 0 0 0.0
Phase 4
0 0 0 0 0 0.0
Phase 5 0 0 0.0
Phase 6
0 0 0 0 0.0
Phase 7 0 0 0 0.0
Phase I 0 0 0 0 0.0
t@IEIEIAIEIII IEIIaE
E] rrl EI
EII

EII EI EI
Printed on 11/16/20'11 8:51 AM Timing Sheet Version: 233 RV2 Revision: 10430 Bv
4 5

4.0 't2
0 0 0

0.5 Red Clear
Exclusive Walk
Tr- - Bl
3 5
6 7
D
F
0 0
0 0
INTERSECTION: 020 Lonq Beach & 1st Paqe 2 (of 8)
Ovedap
,l 2
Load Switch Number 0 0 0 0 0 0 0
VehSetl-Phases
VehSet2-Phases
VehSet3-Phases
Neg Veh Phases
Neg Ped Phases
Green Omit Phases
Green Clear Omit Phs.

Green Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0-0
ColunnNuhbei ,
Overlap Assignments <c+0+E=29>
Column NnbdB *>
Configuration <C+0+E=125> Configuration <c+o+E=125> Specials Enra 1 Fl€os
I = TBC T'TE I
2 = NEMA En Cood
3: Auto D.yliqhl Savinss
7 - Frash ClearOutputs
I = Splil RinS
Exlra 2 Fbo!
8=
Flash to PE &
PE NoGtoct
2=EVB 6=RR2
3=EVC 7=SE1
4=EVD 8=SE2
lC S€lecl Flao3
Preem
Priority
<c+0+E=125>
('RR-l ls always Highesl,
and RR-2 i! akays
Second Highesl )
on
Transition
Minimums
<C+0rC=5>
c
EV.A 0
EV.B 0
EV.C 0
EV-D 0
RR1-
RR 2'
SE.1 0
0 EEaEE
EEE
E
E
EI IEE
TTEII
rEaEEEraE
E
E
E

EI EI EE
IIaEEE

LEIEIEIEIEIEEE
EII
Ext. Permit 1 Phases
Exl. Permit 2 Phases
Exclusive Ped Assign
Preempt Non-Lock
Ped for 2P Output
Ped for 6P Output 6
Ped for 4P Output 4
Ped for 8P Output 8
Yellow Flash Phases
Low Priority A Phases
Low Priority B Phases
Low Priority C Phases
Low Priority D Phases
Exlra 2 Conll Bits
Restricted Phases
Fast Green Flash Phase
Green Flash Phases
Flashinq Walk Phases
Guaranteed Passage
Simultaneous Gap Term
Sequential Timing
Advance Walk Phases
Delay Walk Phases
Exlernal Recall
Start-up Ovedap Green
Max Extension
lnhibit Ped Reservice
Semi-Actuated
Starl-up Overlap Yello\4
Start-up Vehicle Calls
Start-up Ped Calls
Phase 'l 5
Phase 2 't0
Phase 3 3
Phase 4 5
Phase 5 5
Phase 6 10
Phase 7 0
Phase I 5
IE
ETIEIEIEIEIEIEIEEEElxEITE
Exclusive Phases
RR-1 Clear Phases
RR-2 Clear Phases
RR 2 Limited Service
Prot / Perm Phases
Flash lo PE Circuits
Flash Entry Phases
Disable Yellow Ranae
Disable Ovp Yel Ranqe
Overlap Yellow Flash
EV-A Phases
EV-B Phases
EV-C Phases
EV-D Phases
Extra 1 Conliq- Bits
lC Selecl (lnterconnect)
Printed on 11/16/201'l 8r51 AM Timing Sheet Version:233 RV2 <C+O+F=2>
Revision: 10430
F F
3 4 5 6 7 I
0 Ir 1
_i
-
f -------
_t I
t-t t-_t
E
'I 3
2 INTERSECTION: 020 Lono Beach &'lst
Plan
1 2
4 Cycle Lenqth 75 75
0 0
0 0
0 Phase 1 - Forceoff 53 53
0 0
0 0
00 Phase 2 - Forceoff
0 0
0 00
0 0
0 Phase 3 - Forceoff 21 2',1
0 0
00 0
0 Phase 4 - Forceoff 40 40
0 0
0 0
0 Phase 5 - Fo.ceoff 53
0 0
00 0
0 Phase 6 - Forceoff
0 0
0 00
0 0
00 Phase 7 - Forceoff
00 340
46 0
0 00
0 0
00 Phase 8 Forceoff 34 34
0 0
0 0
Rinq Oflsel
00 0
0 00
0 0
Offset
1 14 67
0 00
0 0
0 Offset 2
0 00
0 0
0 00
Offsel 3
0 0
00 0
0 0
00 Perm 1 - End
7 7
7 0
00 0
00 Hold Release 255
0 0
0 00
Zone Offsel
0 0
00 0
00 0
0 EE
Paae 3 (of 8)
Cdd Exba
1 = PrcgEhmed WALK Iime rq Sync phr*s
ColunnNunbc.s-> 2 = Always Temi.are Srrc Phase P€ds
Coordination - Bank I <C+0+C='l>
Ped Adjuslmenl
0 0
0 00
0 0
0 0
Perm 2 - Slarl
77 7
0 0
00 0
0 Perm 2 - Fnd 20 20
0 0
0 0
0 Perm 3 ' Slart
00 0
0 0
00 0
0 Perm 3 - End
00 0
0 00
0 0
0 Reservice Time
00 0
0 0
00 0
0 Reservace Phases
Pretimed Phases
I\,4ax Recall
Perm 1 Veh Phase I 345
8 1345 8 1345
8 Perm 1 Ped Phase 48 _48 48
Perm 2 Veh Phase I 345
8 1 345
8 Perm 2 Ped Phase
Perm 3 Veh Phase
Perm 3 Ped Phase
Coordination - Bank
2 E
Plan 1 - Sync -2_6_ Plan 2 - Sync 26
Plan 3 - Sync
Plan 4 - Sync
Plan 5 - Sync
Plan 6 - Sync
Plan 7 - Sync
Plan 8 - Sync
Plan 9 - Sync
NEMA Sync
NE[.4A Hold
Coord Extra
Sync Phases .c+o+c=t'
Lag Phases .c+o+C='
3I 789ErEEEEEE
ItEaEEErEEEtrt IEE
reI EE
EEE!IElxEEq
ITEEI ErEE
B@EE
a, EEEEttEEEEE
Free Lag 2tBA
Plan 1 - Laq 2468
Plan 2 - Lag ,2_4_6_8
Plan 3 - Lag 2168
Plan 4 - Lag
Plan 5 - Lag
Plan 6 - Lag
Plan 7 - Laq
Plan 8 - Lag
Plan I - Laq
ExlernalLag
l@IEITI IEIEIIl IErEEEril
EII EI III EI rl
Printed on'll/16/201 1 8:52 AM Timing Sheel Version: 233 RV2 14 I 8 I 0 0 40 0
0 20
0 1 3/r5
8 <C+0+C=2>
_2_6
EF
2467IABcDEF
Revision: 10430
INTERSECTION: 020 Lonq Beach & lst
3 4
5 6
B
c

Page 4 ends

Long Beach City CouncilApril 18, 2023

Long Beach City Council
April 18, 2023