DAP2 - RTC 20-628 — City Council and Authorities Concurrent, December 8, 2022 (part 2 of 3)

Executive Summary
Project Description
Phases 1 and 2 of City Place Santa Clara would provide a mix of uses, including residential / serviced apartments, restaurants, entertainment, hotel, retail, and office uses. The program will be confined to the areas referred to in the EIR as “Parcel 4” and “Parcel 5”, bounded by Second Street (new), Tasman Drive, Avenue A and Avenue C. Table ES.1 summarizes the program by land use for Phases 1 and 2.

Table ES.1: Phase 1 & 2 Land Use Program
Parcel Land Use EIR City
Center
Program*
Phase 1
Program
Phase 2
Program
Total Notes
4 & 5 Office 1,786ksf 440 ksf 435 ksf 875 ksf
Hotel 700 rooms 480 rooms 220 rooms 700 rooms
Residential /
Serviced
Apartments
200 units 200 units 500 units 700 units 300
Residential
Units
400 Serviced
Apartment
Units
Retail 1,062ksf 21.4 ksf 405 ksf 426.4 ksf Includes 35.0 ksf Health
Club
Restaurants 215ksf 29.6 ksf 150 ksf 179.6 ksf 45.6 ksf Fast Casual
Restaurant
110.6 ksf High
Turnover Sit
Down

23.4 ksf
Quality Dining
Entertainment 190ksf 0 ksf 50.0 ksf 50.0 ksf 7 Screen
Cinema**
*City Center Program on Parcel 4 and 5 or Phase 1,2 and 3 **Number of screens is assumed based on a proportional rate from the EIR program

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Trip Generation and Trip Reductions
The trip generation for Phase 1 & 2 has been estimated using trip rates that are consistent with the EIR, including a mixed-use reduction based on the MXD tool developed by Fehr & Peers, and a public transit reduction.

Table ES.2 provides the expected trip generation for Phase 1 and 2 program.

Table ES.2: Phase 1 and 2 Program Peak Hour Trips
Trip Generation Daily AM In AM
Out
AM
Total
PM In PM
Out
PM
Total
Phase 1 and 2 53,770 1,650 860 2,510 1,610 1,950 3,560
Phase 2 Internal Streets Summary and Findings
The Phase 1 and 2 traffic assessment analyzes the internal City Center intersections that will be constructed and operational during Phase 1 and 2, and existing intersections located along Great America Parkway (between Old Mountain View-Alviso Road and Tasman Drive) and Tasman Drive (between Great America Parkway and Calle del Sol). All study area intersections are expected to operate acceptably during the morning and evening peak hours with the Phase 1 and 2 DAP development except the following:
x Great America Parkway & Tasmin Drive is expected to operate at LOS F with 109.1 seconds of delay during the evening peak hour x Centennial Boulevard & Tasman Drive is expected to operate at LOS F with 83.1 seconds of delay during the evening peak hour x Great America Parkway & Old Mountain View-Alviso is expected to operate at LOS E with 65.8 seconds of delay during the evening peak hour However, with the Phase 1 and 2 volumes being less than what was evaluated in the EIR, all intersections are operating better than the full-build development studied and approved in the EIR.

Queuing analysis for the left-turn movements has been completed for each existing signalized intersection within the study area and the average and 95th percentile queue lengths evaluated using the Poisson method1 .

1 Additional queuing analysis based on Synchro modelling has been carried out to validate the findings from the Poisson analysis. The additional Synchro analysis is included in Appendix C

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movement at Centennial Boulevard and Tasman Drive exceeds storage capacity by 175ft. The southbound left-turn movement at Great America Parkway and City Place Parkway exceeds storage capacity by 240ft.

For the 95th percentile queue length, six intersections have queues in the AM or PM peak hour that exceed the current storage capacity. At these intersections there are ten left-turn movements that exceed the storage capacity. However, of these movements only four movements have Phases 1 and 2 project related trips on the movement. The westbound left-turn movement at Great America Parkway and Tasman Drive exceeds storage capacity by 290ft. The southbound left-turn movement at Centennial Boulevard and Tasman Drive exceeds storage capacity by 272ft. The northbound left-turn movement at Great America Parkway & Old Mountain View-Aviso Road exceeds the storage capacity by 15ft. The southbound left-turn movement at Great America Parkway and City Place Parkway exceeds storage length by 365ft.

For the four movements where Phase 1 and 2 project trips contribute to the increase in storage length of the left-turn movements, the following mitigations are identified. It is noted that additional development phases may require further mitigation and should be considered as part of those applications. x Intersection #8 – Incorporate EIR mitigations. With the EIR mitigations, the 95th percentile queue lengths will be met for DAP Phase 2. x Intersection #11 – Southbound left turn storage requirements are met with the proposed configuration when including the southbound through/leftturn storage capacity. Since through traffic volumes are very low, this lane will effectively function as a 2nd left-turn lane and provide sufficient storage.
x Intersection #60 & #61 – Incorporate EIR mitigation for intersection #60 and additional proposed improvements to intersection #61 including upstream storage capacity. With these improvements, the corresponding 95th percentile queue lengths shown in Table 4.4 will be met for DAP Phase 2. See Appendix C for Full Build analysis and proposed improvements.

Phase 1 and 2 Vehicle Trip Targets
The Mitigation Monitoring & Reporting Program identifies mitigation TRA-1.1:

Vehicle Trip Reduction with TDM that requires the project to implement a TDM plan that supports the reduction of project office traffic by 4 percent daily and 10 percent in the peak hours. For residential trips, the TDM plan will need to identify measures to reduce daily traffic by 2 percent and peak hour traffic by a minimum of 4 percent.

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Overall, the planned Phase 1 and 2 program will generate fewer peak hour trips than the estimated EIR vehicle trip threshold. Table ES.3 provides a summary of the total vehicle trip thresholds for Phase 1 and 2.

Table ES.3: Phase 1 and 2 Vehicle Trip Thresholds
Daily AM In AM Out
Phase 1 and 2 Vehicle Trip
Estimates
53,770 2,510 3,560
Phase 1 and 2 TDM Reduction
Target
-430 -105 -100
Phase 1 and 2 Vehicle Trip
Threshold
53,340 2,405 3,460
Note: Trip reductions rounded to nearest 5 vehicle trips. Trip generation estimates do not account for transportation network company (TNCs) (e.g., Uber and Lyft) activity or other emerging trends like autonomous vehicles.

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1 Introduction
This report has been prepared to provide the results and findings of the traffic analysis of the internal street network for the City Center Phases 1 and 2 for City Place, Santa Clara, and performance of signalized intersections along Great America Parkway (between Old Mountain View-Alviso Road and Tasman Drive) and Tasman Drive (between Great America Parkway and Calle del Sol).

1.1 Project Description
Phases 1 and 2 of City Place Santa Clara would provide a mix of uses, including residential / serviced apartments, restaurants, entertainment, hotel, retail, and office uses. Table 1.1 summarizes the program by land use for Phases 1 and 2.

The program will be confined to the areas referred to in the EIR as “Parcel 4” and “Parcel 5”, bounded by Second Street (new), Tasman Drive, Avenue A and Avenue C.

Phases 1 and 2 include modification / construction of new roadways to support the development. The new roadways and the phase during which construction is planned include:
x Realignment of the existing Stars and Stripes Drive (moved north) – Phase 1 x Avenue A – north-south connection between Tasman Drive and Stars and Stripes Drive – Phase 1
x Centennial Boulevard – realigned and extended between Tasman Drive and Stars and Stripes Drive – Phase 1
x Avenue C – north-south connection between Tasman Drive and Stars and Stripes Drive and continuing to the connection of Station Road – Phase 1 x Tasman Eastbound Slip Ramp - new one-way roadway to provide connection from eastbound Tasman Drive to Stars and Stripes Drive, providing connection to Great America Station and Phase 1 below grade parking / service access. – Phase 1
x Creekside Drive – north-south connection between Stars and Stripes Drive and First Street – Phase 2
x Avenue A – north-south connection between Stars and Stripes Drive to City Place Parkway – Phase 2
x Centennial Boulevard – north-south connection between Stars and Stripes Drive to Second Street – Phase 2

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x Avenue B – north-south connection between Stars and Stripes Drive to Second Street – Phase 2
x Avenue C – north-south connection from Station Road to First Street, replacing the temporary road section built in Phase 1 – Phase 2 x First Street – east-west connection between Creekside Drive and Avenue C – Phase 2
x Second Street – east-west connection between Avenue A and Avenue B – Phase 2
x City Place Parkway – east-west connection from Great America Parkway to First Street/Avenue C replacing the temporary road along this section built in Phase 1 – Phase 2
Figure 1.1 provides a summary of the site plan, development blocks and roadways that will be constructed for Phase 2.

5A
4E 4F 4G
4K 4L
4H
5B

TASMAN DRIVE

STATION ROAD
5C
4E 4F 4G 4H
4K 4L
Legend
Block to be developed in later Phases
Roadway to be constructed in later
Phases
Block developed during Phase 2
Block developed during Phase 1
5A 5B 5C
Figure 1.1
Phase 1 & 2 Block Development and Constructed Roadways
City Place, Santa Clara
N
Source: Proposed Roadway Layout_DRAFT 5-20-2020

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The proposed development program for Phases 1 and 2 is outlined in Table 1.1.

Table 1.1: Phase 1 and 2 Land Use Program
Parcel Land Use EIR City
Center
Program*
Phase 1
Program
Phase 2
Program
Total Notes
4 & 5 Office 1,786ksf 440 ksf 435 ksf 875 ksf
Hotel 700 rooms 480 rooms 220 rooms 700 rooms
Residential /
Serviced
Apartments
200 units 200 units 500 units 700 units 300
Residential
Units
400 Serviced
Apartment
Units
Retail 1,062ksf 21.4 ksf 405 ksf 426.4 ksf Includes 35.0 ksf Health
Club
Restaurants 215ksf 29.6 ksf 150 ksf 179.6 ksf 45.6 ksf Fast Casual
Restaurant
110.6 ksf High
Turnover Sit
Down

23.4 ksf
Quality Dining
Entertainment 190ksf 0 ksf 50.0 ksf 50.0 ksf 7 Screen
Cinema**
* City Center Program on Parcel 4 and 5 or Phase 1,2 and 3 **Number of screens is assumed based on a proportional rate from the EIR program

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1.2 Study Area
Phase 1 and 2 will include construction of the following new roadways to provide access and circulation to the project:
x Creekside Drive: New roadway connecting from Stars and Stripes Drive to First Street.
x Avenue A: New roadway connecting from Tasman Drive (existing) to City Place Parkway
x Centennial Boulevard: Reconfiguration between Tasman Drive and Stars and Stripes Drive. New roadway between Stars and Stripes Drive and Second Street
x Avenue B: New roadway connecting from Stars and Stripes Drive to Second Street.
x Avenue C: New roadway connecting from Tasman Drive (existing) to City Place Parkway
x Stars and Stripes Drive: realignment of existing Stars and Stripes Drive north between Creekside Drive and Avenue C
x First Street: New roadway connecting from Creekside Drive to Avenue C x Second Street: New roadway connecting from Avenue A to Avenue B x City Place Parkway: New roadway connecting from Great America Parkway (existing) to Avenue C
The traffic analysis notes the following key assumptions with regards to the traffic circulation:
x New bridges crossing UP railroad over Lafayette Street are not constructed during this phase, therefore access from Lafayette will be via Calle del Luna and Calle del Sol to Tasman Drive.

Figure 1.2a and Figure 1.2b illustrate the external and internal intersections studied.

60 61
63 8 9
11 10
12 13
90 89
Figure 1.2a
Phase 1 and 2 External Study Intersections
City Place, Santa Clara
© Mapbox ©OpenStreetMap
N
Parcel 1
Parcel 2 Parcel 3
Parcel 4
Parcel 5
See Figure 1.2b for
internal intersections
5A
4E 4F 4G
4K 4L
4H
5B

TASMAN DRIVE

STATION ROAD
5C
4E 4F 4G 4H
4K 4L
5A 5B 5C
Source: Proposed Roadway Layout_DRAFT 5-20-2020
61 1002
1002
1003 1004
1008 1009 1010
1013
1017
1014 1015
1011
1005
1006
10 10
11 12
Legend
Internal (New) Study Intersection
External Study Intersection
Figure 1.2b
Phase 1 & 2 Internal Study Intersections
City Place, Santa Clara
N

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2 Methodology and Performance Criteria
To assess Phases 1 and 2 of development, trip generation estimates are developed consistent with the methodology used in the City Place Santa Clara Project Final EIR, April 2016 (EIR). Further information on the trip generation is provided in Section 3.

The traffic assessment analyzes the internal City Center intersections that will be constructed and operational during Phases 1 and 2, and existing intersections located along Great America Parkway (between Old Mountain View-Alviso Road and Tasman Drive) and Tasman Drive (between Great America Parkway and Calle del Sol). This will ensure that traffic patterns without the Lafayette Street / UP Railroad bridge crossings are fully assessed.

Regional traffic distribution patterns and project trip assignment utilizes similar assumptions as the EIR, with changes to account for the changes to the street network for Phases 1 and 2. To account for future traffic volumes associated with other projects in the area, the baseline traffic is based upon the Background Conditions as presented in the EIR.

The traffic analysis has been completed using Traffix software to assess the performance of intersections using the Highway Capacity Manual 2000 (HCM 2000) methodology and is consistent with VTA Traffic Level of Service Analysis Guidelines and City Place EIR.

The traffic assessment evaluates the performance of intersections based on Level of Service (LOS). LOS is a qualitative measure of the operational performance of the intersection on a grade from LOS A (best) to LOS F (worst). The LOS relates to the average delay per vehicle with LOS A representing little to no delay and LOS F with unacceptable delay to most drivers.

For non-CMP signalized intersections, LOS D or better operations is the performance metric used for the evaluation, with average vehicle delay less than

55.0 seconds. For CMP signalized intersections (#8), LOS E or better operations is the performance metric used for evaluation, with average vehicle delay less than

80.0 seconds. Table 2.1 provides a summary of the LOS standards and average vehicle delay for signalized intersections.

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Table 2.1: Signalized Intersection LOS Standards
LOS Definition Average Control
Delay per
Vehicle (seconds)
A Operations with very low delay occurring with favorable progression and / or short cycle lengths
<10.0
B Operations with low delay occurring with good progression and / or short cycle lengths

10.1 to 20.0
C Operations with average delays resulting from fair progression and / or longer cycle lengths. Individual cycle failures begin to appear

20.1 to 35.0
D Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, and high volumeto-capacity (V / C) ratios. Many vehicles stop and individual cycle failures are noticeable

35.1 to 55.0
E Operations with high delay values indicating poor progression, long cycle lengths, and high V / C ratios. Individual cycle failures are frequent occurrences

55.1 to 80.0
F Operations with delays unacceptable to most drivers occurring due to over-saturation, poor progression, or very long cycle lengths
> 80.0
Source: Traffic and Level of Service Guidelines, VTA CMP June 2003.

For un-signalized all-way stop sign intersections, the performance evaluation is based upon the average control delay per vehicle (in seconds), for two-way or side-street stop-controlled intersection, the worst-case approach delay is reported.

Table 2.2 provides a summary of the LOS Standards for un-signalized intersections.

Table 2.2: Un-signalized Intersection LOS Standards
LOS Definition Average
Control Delay
per Vehicle
(seconds)
A Little or no delay. <10.0
B Short traffic delay. 10.1 to 15.0
C Average traffic delays. 15.1 to 25.0
D Long traffic delays. 25.1 to 35.0
E Very long traffic delays. 35.1 to 50.0
F Extreme traffic delays with
intersection capacity exceeded.
> 50.0
Source: Traffic and Level of Service Guidelines, VTA CMP June 2003.

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3 Project Trip Generation, Distribution and
Assignment
To evaluate the future performance of the roadways, the building program is used to estimate future project trips and assigns the vehicle trips to the local network based upon the regional distribution patterns used in the EIR. Sections 3.1 to 3.3 summarize the project trip generation, distribution and assignment used in the analysis.

3.1 Project Trip Generation
The trip generation for Phases 1 and 2 has been estimated using the trip rates as described below, including a mixed-use reduction based on the MXD tool developed by Fehr & Peers, and a public transit reduction. This trip generation methodology adopted for this DAP Phases 1 and 2 is fully consistent with the EIR.

Office – The EIR uses a local Silicon Valley Rate per employee for the office land use and is based on an employee density of 270sq.ft per person.

Hotel – The hotel trip rate in the EIR is based upon ITE Trip Generation Manual (9th Edition) LU Code 310 trip rates. The average rate is used for the AM and PM peak hours.

Restaurants – In the EIR, the food & beverage used a mix of different restaurant types for estimating restaurant trips. The land use types included High-turnover (ITE 932), Quality / Fine Dining (ITE 931) and Fast-food (ITE 934). With the refinement of the program, fast-food locations are not being proposed as part of the project, therefore this land use and trip rate is replaced with Fast-casual dining (ITE 930) trip rates, which more accurately reflects the proposed use.

Residential / Serviced Apartments – The residential trip rate used in the EIR is based upon ITE Trip Generation Manual (9th Edition) LU Code 220 trip rates.

The fitted curve rate is used for the Daily, AM and PM peak hour calculations.

Retail – The EIR used Shopping Center (ITE 820) trip rates for estimation of the retail trips at City Place. The EIR used fitted curve equation for daily and peak hours. It is noted that the EIR assessed all retail (for Parcels 4 and 5) as a single land use using the fitted curve equations. Phases 1 and 2 are assessed using the fitted curve equation, therefore as additional phases are assessed, the trip rates per ksf will adjust to reflect the adjustments to the fitted curve.

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Entertainment – The EIR used Multiplex Movie Theater (ITE 445) trip rates for estimation of the entertainment trips at City Place and is based on the variable of number of screens. The number of screens used for the Phase 1 and 2 DAP analysis is an assumption based on a proportional rate from the program evaluated in the EIR. For the Daily trip rate the Friday rate was adjusted to represent a typical weekday rate based on the adjustment between peak hour weekday and Friday rates2
. The average rate is used for both the daily and peak hour trip estimates.

Table 3.1: Phase 1 and 2 Trip Generation Rates
Land Use Units Daily Trip
Rate
AM Peak Hour
Trip Rate
PM Peak Hour
Trip Rate
Office per employee 2.95 0.31 0.30
Hotel per room 8.41 0.53 0.60
Residential /
Serviced
Apartments
per unit 6.24 0.50 0.57
Retail per ksf 40.88 0.89 3.71
Restaurants per ksf 170.04 7.29 10.69
Entertainment per movie
screen
175.29 0.00 13.64
Source:

Office – Silicon Valley Local Office Rate, per EIR. Office density of 270sf per employee.

Hotel – ITE 9th Edition LU 310. Fitted curve for daily, average rate for AM and PM peak hours Residential / Serviced Apartments – ITE 9th Edition LU 220. Fitted curve for daily, AM and PM peak hours
Retail – ITE 9th Edition LU 820. Fitted curve for daily, AM and PM peak hours Restaurants – ITE 9th and 10th Edition. LU 930 and 931. Average for daily, AM and PM peak hours.

Blended rate, see Appendix A1 for breakdown.

Entertainment - ITE 9th Edition LU 445. Average for daily, AM and PM peak hours

2 PM Peak hour for a typical weekday (Mon-Thur) is approximately 60% of the Friday PM Peak Hour rate. The Daily rate adjusted the Daily Friday rate (292.50) by approximately 60% for 175.29 daily trips for a typical weekday (Mon-Thur).

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Table 3.2 provides a summary of the Phase 1 and 2 Program and peak hour vehicle trips assessed in this traffic assessment prior to adopting mixed-use reductions.

Table 3.2: Phase 1 and 2 Land Use Program and Trip Generation (excludes mixed-use reductions)
Parcel Land Use Program Daily AM Peak
Hour
PM Peak
Hour
4 and 5 Office 875 ksf 9,550 1,000 970
Hotel 700 rooms 5,890 370 420
Residential /
Serviced
Apartments
700 units 4,370 350 400
Retail 426.4 ksf 17,430 380 1,580
Restaurants 179.6 ksf 30,540 1,310 1,910
Entertainment 50.0 ksf 1,230 0 100
Total 69,010 3,410 5,380
As in the EIR, the mixed-use reductions were estimated using Fehr & Peers MXD tool, a proprietary tool that estimates reductions based on program use. Fehr & Peers MXD reductions are provided in Appendix A2. Table 3.3 provides a summary table of the reductions applied for Phase 1 and 2 program, including the public transit reduction. The office program was not included in the mixed-use reduction since Silicon Valley office rates are being used and already include a TDM reduction.

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Table 3.3: Phase 1 and 2 Reductions
Land Use Daily AM
In
AM
Out
AM
Total
PM
In
PM
Out
PM
Total
Office
Gross 9,550 890 110 1,000 190 780 970
5% Public Transit
Reduction -475 -45 -5 -50 -10 -40 -50
Sub-total 9,075 845 105 950 180 740 920
Retail
Gross 17,430 230 150 380 760 820 1,580
Mixed-use Reduction -3,640 -75 -45 -120 -285 -300 -585
5% Public Transit
Reduction -690 -10 -5 -15 -20 -30 -50
Sub-total 13,100 145 100 245 455 490 945
Restaurants
Gross 30,540 730 580 1,310 1,120 790 1,910
Mixed-use Reduction -6,375 -235 -185 -420 -415 -290 -705 5% Public Transit
Reduction -1,210 -25 -15 -40 -35 -25 -60
Sub-total 22,955 470 380 850 670 475 1,145
Hotel
Gross 5,890 220 150 370 210 210 420
Mixed-use Reduction -1,230 -70 -50 -120 -80 -75 -155
5% Public Transit
Reduction -230 -5 -5 -10 -5 -10 -15
Sub-total 4,430 145 95 240 125 125 250
Residential /
Serviced
Apartments
Gross 4,370 70 280 350 260 140 400
Mixed-use Reduction -910 -20 -90 -110 -95 -55 -150
5% Public Transit
Reduction -175 -5 -10 -15 -10 -5 -15
Sub-total 3,285 45 180 225 155 80 235
Entertainment
Gross 1,230 0 0 0 40 60 100
Mixed-use Reduction -255 0 0 0 -15 -20 -35
5% Public Transit
Reduction -50 0 0 0 0 0 0
Sub-total 925 0 0 0 25 40 65
Total after mixed-use
and transit reduction 53,770 1,650 860 2,510 1,610 1,950 3,560

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3.2 Project Trip Distribution and Assignment
The regional trip distribution patterns used in the City Place EIR have been used to estimate trips to the regional network. Figure 3.1 presents the regional gateway distribution patterns used in the assessment. Assignment of the vehicle trips to the local and external network are based upon the most appropriate route choice between the trip origin and destination. The internal network distribution also accounts for the proposed street typology and function and adjacent land use.

Where alternative competing routes are available, trips have been assigned between the choices based upon suitability of the route and engineering judgement. Table 3.4 summarizes the inbound and outbound vehicle trips for each of the key Phase 1 and 2 access locations.

Table 3.4: Phase 1 and 2 Inbound and Outbound Trip by Site Access Location
Phase 1 and 2 Site
Access Location
AM In AM Out AM
Total
PM In PM Out PM
Total
Great America Parkway
and City Place Parkway 651 340 991 508 539 1,047
Tasman Drive and
Avenue A 249 63 312 125 315 440
Tasman Drive and
Centennial Boulevard 271 358 629 341 785 1,126
Tasman Drive and
Avenue C 350 99 449 425 311 736
Tasman Drive
Eastbound Slip Ramp
(entry only)
129 0 129 211 0 211
Total 1,650 860 2,510 1,610 1,950 3,560
Figure 3.2a to Figure 3.2c presents the project turning movement volumes at the study intersections.

Figure 3.1
Phase 1 & 2 AM and PM Peak Hour Regional Distribution
City Place, Santa Clara
© Mapbox ©OpenStreetMap
N
42%
(25%)
2%
(3%)
7%
(13%)
19%
(17%)
9%
(19%)
20%
(20%)
1%
(2%)
Phase 1
Phase 2
9%
(19%)
Legend
AM Distribution
PM Distribution
Figure 3.2a
Phase 1 & 2 DAP Project Volumes
City Place, Santa Clara
60 (108)
6 (20)
(40) 19
(0) 0
54 (234)
11 (46)
(170) 96
(77) 32
66 (325)
123 (72)
(0) 0
(229) 116
8 Tasman Drive Great America Parkway
Tasman Drive
Great America Parkway
0 (0)
0 (0)
(0) 0
(0) 0
181 (666)
0 (0)
(470) 336
(0) 0
0 (0)
0 (0)
(0) 0
(0) 0
9 Tasman Drive Parking Lot
Tasman Drive
Convention Center
249 (125)
63 (315)
118 (351)
(470) 336
10 Tasman Drive Tasman Drive Future Driveway
64 (81)
18 (40)
(260) 207
(0) 0
349 (437)
0 (0)
(211) 129
(0) 0
0 (0)
340 (745)
(0) 0
(0) 0
11 Tasman Drive Marie P Bartolo Way
Tasman Drive
Centennial Boulevard
349 (425)
99 (311)
313 (206)
(745) 340
12 Tasman Drive Tasman Drive Future Driveway
0 (0)
349 (357)
(414) 177
314 (274)
(331) 163
0 (0)
13 Tasman Drive Tasman Drive Calle Del Sol
0 (0)
0 (0)
(0) 0
(39) 9
0 (0)
707 (432)
(0) 0
(542) 374
0 (0)
0 (0)
(32) 17
(0) 0
60 Old Mountain View Alviso Great America Parkway
Old Mountain View Alviso
Great America Parkway
322 (473)
123 (72)
(108) 60
17 (65)
600 (393)
(117) 51
61 Future Driveway Great America Parkway Great America Parkway 0 (0)
0 (0)
(0) 0
(0) 0
0 (0)
141 (137)
(0) 0
(224) 112
0 (0)
0 (0)
(0) 0
(0) 0
63 Convention Center Great America Parkway
Bunker Hill Lane
Great America Parkway
Legend
AM Peak Hour (PM Peak Hour)
Figure 3.2b
Phase 1 & 2 DAP Project Volumes
City Place, Santa Clara
0 (0)
19 (35)
(24) 5
0 (0)
0 (0)
(0) 0
89 Calle Del Mundo Lafayette Street Lafayette Street
5 (24)
0 (0)
(0) 0
172 (390)
19 (35)
(322) 330
90 Calle De Luna Lafayette Street Lafayette Street
48 (31)
(64) 47
(239) 162
77 (262)
(185) 187
(50) 22
1005Avenue C
Stars and Stripes Drive
Avenue C
Legend
AM Peak Hour (PM Peak Hour)
24 (55)
0 (0)
(0) 0
(0) 0
0 (0)
139 (266)
(0) 0
(166) 118
26 (27)
0 (1)
(0) 0
(0) 0
1008 First Street Avenue A
First Street
Avenue A
18 (22)
0 (0)
(0) 0
(55) 24
26 (27)
33 (20)
(0) 0
(0) 0
52 (49)
0 (0)
(1) 0
(70) 22
1009 First Street Centennial Boulevard
First Street
Centennial Boulevard
33 (49)
0 (0)
(0) 0
(0) 0
0 (0)
131 (153)
(0) 0
(117) 84
115 (33)
34 (141)
(0) 0
(169) 27
1002 Stars and Stripes Drive Avenue A
Stars and Stripes Drive
Avenue A
0 (0)
0 (0)
(0) 0
(76) 108
40 (6)
53 (50)
(23) 5
(125) 46
213 (387)
33 (20)
(287) 56
(79) 45
1003 Stars and Stripes Drive Centennial Boulevard
Stars and Stripes Drive
Centennial Boulevard
24 (56)
19 (14)
(0) 0
(43) 24
210 (336)
0 (0)
(93) 79
(0) 0
19 (80)
33 (20)
(29) 4
(67) 36
1004 Stars and Stripes Drive Avenue B
Stars and Stripes Drive
Avenue B
0 (0)
86 (82)
(112) 66
(185) 187
68 (139)
48 (31)
(0) 0
(64) 47
0 (0)
0 (0)
(262) 77
(0) 0
1006 Station Road Avenue C
Station Road
Avenue C
Figure 3.2c
Phase 1 & 2 DAP Project Volumes
City Place, Santa Clara
Legend
AM Peak Hour (PM Peak Hour)
104 (165)
79 (76)
(70) 22
(0) 0
18 (22)
52 (34)
(0) 0
(56) 24
0 (0)
13 (26)
(0) 0
(0) 0
1010 First Street Avenue B
First Street
Avenue B
225 (178)134 (113)
(176) 112
(0) 0
1011Avenue C
First Street
Avenue C
185 (226)
184 (93)
(136) 42
0 (0)
108 (125)
(0) 0
1013 Second Street Avenue A Avenue A
(22) 18
166 (204)
(105) 75
0 (0)
(20) 33
(0) 0
1014 Second Street Centennial Boulevard
Second Street
(204) 166
(105) 75
1015Avenue B
Second Street
(363) 227
112 (176)
(291) 359
0 (0)
(218) 293
(0) 0
1017 City Place Parkway Avenue A
City Place Parkway

Page 24 ends

4 Phase 1 and 2 Traffic Assessment

4.1 Intersection Level of Service
The Phase 1 and 2 traffic assessment analyzes the internal City Center intersections that will be constructed and operational during Phase 1 and 2, and existing intersections located along Great America Parkway (between Old Mountain View-Alviso Road and Tasman Drive) and Tasman Drive (between Great America Parkway and Calle del Sol).

Regional traffic distribution patterns and project trip assignment utilizes similar assumptions as the EIR, with changes to account for the changes to the street network for Phase 1 and 2. The baseline traffic is based upon the Background (No Project) Conditions as presented in the EIR. The expected new development trips were added to the baseline traffic to determine the total traffic volumes. Figure

4.1a to Figure 4.1c shows the total traffic volumes (background volumes plus Phase 1 and 2 project trips) for the study area intersections.

The traffic analysis was completed using Traffix software to assess the performance of intersections using the Highway Capacity Manual 2000 (HCM 2000) methodology and is consistent with VTA Traffic Level of Service Analysis Guidelines and City Place EIR. Table 4.1 shows the LOS results for the study area intersections.

Figure 4.1a
Phase 1 & 2 DAP Background Plus Project Volumes
City Place, Santa Clara
410 (268)
226 (230)
(200) 139
(180) 250
1154 (944)
1081 (1426)
(1180) 456
(1297) 1332
586 (955)
223 (452)
(170) 290
(839) 596
8 Tasman Drive Great America Parkway
Tasman Drive
Great America Parkway
20 (10)
20 (10)
(30) 70
(310) 10
1681 (1936)
10 (0)
(2210) 1086
(0) 10
40 (70)
10 (10)
(30) 10
(90) 10
9 Tasman Drive Parking Lot
Tasman Drive
Convention Center
249 (125)
63 (315)
1778 (1601)
(2440) 1066*
10 Tasman Drive Tasman Drive Future Driveway
74 (91)
28 (50)
(270) 217
(0) 10
1999 (1687)
0 (0)
(2171) 849
(0) 0
10 (10)
350 (755)
(10) 10
(10) 10
11 Tasman Drive Marie P Bartolo Way
Tasman Drive
Centennial Boulevard
349 (425)
99 (311)
1973 (1466)
(2715) 1070*
12 Tasman Drive Tasman Drive Future Driveway
240 (290)
489 (437)
(554) 227
1934 (1064)
(1891) 633
130 (360)
13 Tasman Drive Tasman Drive Calle Del Sol
20 (80)
460 (100)
(510) 90
(119) 259
10 (10)
2287 (1622)
(20) 10
(2162) 1184
30 (130)
100 (40)
(202) 47
(30) 150
60 Old Mountain View Alviso Great America Parkway
Old Mountain View Alviso
Great America Parkway
332 (483)
1763 (1552)
(1838) 1270
17 (65)
610 (403)
(117) 51
61 Future Driveway Great America Parkway Great America Parkway 20 (110)
180 (30)
(140) 20
(50) 200
10 (30)
1491 (1537)
(20) 20
(1564) 1282
70 (310)
170 (50)
(270) 30
(50) 350
63 Convention Center Great America Parkway
Bunker Hill Lane
Great America Parkway
Legend
AM Peak Hour (PM Peak Hour)
*EASTBOUND FLOW NOT UNDER SIGNAL CONTROL
*EASTBOUND FLOW NOT UNDER SIGNAL CONTROL
Figure 4.1b
Phase 1 & 2 DAP Background Plus Project Volumes
City Place, Santa Clara
10 (10)
219 (1125)
(334) 1065
10 (10)
30 (30)
(10) 10
89 Calle Del Mundo Lafayette Street Lafayette Street
135 (84)
210 (950)
(270) 910
312 (760)
59 (195)
(572) 580
90 Calle De Luna Lafayette Street Lafayette Street
68 (51)
(84) 67
(239) 162
77 (262)
(185) 187
(50) 22
1005Avenue C
Stars and Stripes Drive
Avenue C
Legend
AM Peak Hour (PM Peak Hour)
24 (55)
5 (5)
(5) 5
(5) 5
5 (5)
139 (266)
(5) 5
(166) 118
26 (27)
5 (6)
(5) 5
(5) 5
1008 First Street Avenue A
First Street
Avenue A
23 (27)
5 (5)
(5) 5
(55) 24
26 (27)
38 (25)
(5) 5
(5) 5
52 (49)
5 (5)
(6) 5
(70) 22
1009 First Street Centennial Boulevard
First Street
Centennial Boulevard
33 (49)
0 (0)
(0) 0
(0) 0
0 (0)
131 (153)
(0) 0
(117) 84
115 (33)
34 (141)
(0) 0
(169) 27
1002 Stars and Stripes Drive Avenue A
Stars and Stripes Drive
Avenue A
0 (0)
0 (0)
(0) 0
(220) 108
40 (6)
53 (50)
(23) 5
(125) 46
233 (407)
33 (20)
(287) 56
(99) 65
1003 Stars and Stripes Drive Centennial Boulevard
Stars and Stripes Drive
Centennial Boulevard
24 (56)
19 (14)
(0) 0
(43) 24
230 (356)
0 (0)
(113) 99
(0) 0
19 (80)
33 (20)
(29) 4
(67) 36
1004 Stars and Stripes Drive Avenue B
Stars and Stripes Drive
Avenue B
10 (10)
86 (82)
(112) 66
(185) 187
68 (139)
48 (31)
(0) 0
(64) 47
20 (20)
10 (10)
(262) 77
(0) 20
1006 Station Road Avenue C
Station Road
Avenue C
Figure 4.1c
Phase 1 & 2 DAP Background Plus Project Volumes
City Place, Santa Clara
Legend
AM Peak Hour (PM Peak Hour)
104 (170)
79 (76)
(70) 22
(5) 0
18 (22)
52 (34)
(5) 0
(56) 24
0 (5)
13 (31)
(5) 0
(5) 0
1010 First Street Avenue B
First Street
Avenue B
225 (178)134 (113)
(176) 112
(0) 0
1011Avenue C
First Street
Avenue C
185 (226)
184 (93)
(136) 42
5 (5)
108 (125)
(5) 5
1013 Second Street Avenue A Avenue A
(27) 23
166 (204)
(105) 75
5 (5)
(20) 38
(5) 5
1014 Second Street Centennial Boulevard
Second Street
(204) 166
(105) 75
1015Avenue B
Second Street
(363) 227
122 (186)
(301) 369
5 (5)
(218) 293
(5) 5
1017 City Place Parkway Avenue A
City Place Parkway

Page 28 ends

Table 4.1: Phase 1 and 2 DAP Intersection LOS and Average Delay Results Int. # Intersection Name Control Type
AM Peak Hour PM Peak Hour
LOS Avg.

Delay
(sec)1
LOS Avg. Delay
(sec)1
8 Great America
Parkway / Tasman
Drive (CMP)
Signalized
D 39.0 F 109.1
9 Convention Center /
Tasman Drive
Signalized B 18.4 D 44.8
10 Future Driveway
(west of Centennial
Boulevard) / Tasman
Drive
Signalized
A 4.7 B 13.7
11 Centennial Boulevard
/ Tasman Drive
Signalized C 33.6 F 83.1
12 Future Driveway
(east of Centennial
Boulevard) / Tasman
Drive
Signalized
A 4.6 B 12.3
13 Calle Del Sol /
Tasman Drive
Signalized C 31.6 D 36.9
60 Great America Parkway
/ Old Mountain ViewAlviso
Signalized
C 25.2 E 65.8
61 Great America Parkway
/ Future Driveway
(south of Old Mountain
View-Alviso)
Signalized C 20.7 C 22.5
63 Great America Parkway
/ Bunker Hill Lane
Signalized B 12.9 B 15.7
89 Lafayette Street / Calle
Del Mundo
SSSC1
C 21.4 B 15.1
90 Lafayette Street / Calle
Del Luna
Signalized B 19.9 C 24.7
1002 Stars and Stripes Drive /
Avenue A AWSC A 8.6 A 9.4
1003 Stars and Stripes Drive /
Centennial Boulevard Signalized C 22.5 B 19.0
1004 Stars and Stripes Drive /
Avenue B AWSC A 8.3 A 9.7
1005 Stars and Stripes Drive /
Avenue C AWSC A 9.0 B 10.7
1006 Avenue C / Station
Road Signalized B 19.8 C 20.3
1008 First Street / Avenue A AWSC A 7.9 A 8.9

Page 29 ends

Int. # Intersection Name Control Type
AM Peak Hour PM Peak Hour
LOS Avg.

Delay
(sec)1
LOS Avg. Delay
(sec)1
1009 First Street /
Centennial Boulevard AWSC A 7.4 A 7.6
1010 First Street / Avenue B AWSC A 7.5 A 8.1
1011 First Street / Avenue C SSSC1 A 0.0 A 0.0
1013 Second Street / Avenue
A AWSC A 8.8 A 8.9
1014 Second Street /
Centennial Boulevard SSSC1 A 9.9 B 10.4
1015 Second Street / Avenue
B Unsignalized N/A N/A N/A N/A
1017 City Place Parkway /
Avenue A Signalized B 13.2 B 14.7
1 Average delay for SSSC is delay on the worst approach, all others are average intersection delay.

As shown in Table 4.1, all study area intersections are expected to operate acceptably during the morning and evening peak hours with the Phase 1 and 2 DAP development except the following:
x Great America Parkway & Tasmin Drive operates at LOS F with 109.1 seconds of delay during the evening peak hour
x Centennial Boulevard & Tasman Drive operates at LOS F with 83.1 seconds of delay during the evening peak hour
x Great America Parkway & Old Mountain View-Alviso operates at LOS E with 65.8 seconds of delay during the evening peak hour However, with the Phase 1 and 2 volumes being significantly less than what was evaluated in the EIR, all intersections are operating better than the full-build development studied and approved in the EIR.

Page 30 ends

4.2 Intersection Queuing
Queuing analysis for the left-turn movements has been completed for each signalized intersection within the study. The queuing analysis uses the Poisson method3
to estimate the average vehicle queue (50th percentile) and the 95th percentile queue length. It should be noted that the 95th percentile queue is generally a worst-case condition. Table 4.2 and Table 4.3 present the 50th and 95th percentile queue lengths for each intersection left-turn movement during the AM and PM peak hours. Table 4.4 provides a summary of the impacted movements, and improvements to mitigate impacts due to project related traffic.

For the average queue length, five intersections have queues in the AM or PM peak hour that exceed the current storage capacity. At these intersections there are six left-turn movements that exceed the storage capacity. However, of these movements only 3 movements have Phases 1 and 2 project related trips on the movement. The westbound left-turn movement at Great America Parkway and Tasman Drive exceeds storage capacity by 165ft. The southbound left-turn movement at Centennial Boulevard and Tasman Drive exceeds storage capacity by 175ft. The southbound left-turn movement at Great America Parkway and City Place Parkway exceeds storage capacity by 240ft.

Table 4.2: 50th Percentile Queue Storage Length
Int.
# Intersection Direction
AM
Vehicles
Per Hour
PM
Vehicles
Per Hour
50th Percentile Queue
AM
Calculated
Storage
Length
PM
Calculated
Storage
Length
Storage
Length
Provided
(ft)
Sufficient
Storage
Length?
8 Great America
Parkway & Tasman
Drive
NBL 250 180 191 166 340 Yes
SBL 223 452 191 316 445 Yes
EBL 139 200 104 154 540 Yes
WBL 586 955 440 665 500 No

3 Additional queuing analysis based on Synchro modelling has been carried out to validate the findings from the Poisson analysis. The additional Synchro analysis is included in Appendix C

Page 31 ends

Int.
# Intersection Direction
AM
Vehicles
Per Hour
PM
Vehicles
Per Hour
50th Percentile Queue
AM
Calculated
Storage
Length
PM
Calculated
Storage
Length
Storage
Length
Provided
(ft)
Sufficient
Storage
Length?
9 Convention Center
& Tasman Drive
NBL 10 310 0 200 180 No
SBL 10 10 0 0 50 Yes
EBL 70 30 74 49 360 Yes
WBL 40 70 42 67 160 Yes
11 Centennial
Boulevard &
Tasman Drive
NBL 10 0 0 0 100 Yes
SBL 350 755 275 525 350 No
EBL 217 270 162 212 380 Yes
WBL 10 10 0 0 190 Yes
13 Calle del Sol &
Tasman Drive
NBL 0 0 0 0 0 Yes
SBL 130 360 104 254 375 Yes
EBL 227 554 191 391 660 Yes
WBL 0 0 0 0 0 Yes
60 Great America
Parkway & Old
Mountain ViewAviso Road
NBL 259 119 162 87 220 Yes
SBL 100 40 74 49 110 Yes
EBL 90 510 74 274 100 No
WBL 30 130 42 92 75 No
61 Great America
Parkway & City
Place Parkway
(Temp Road / Future
Driveway)
NBL 0 0 0 0 200 Yes
SBL 610 403 440 315 200 No
EBL 10 10 0 0 200 Yes
WBL 17 65 0 50 200 Yes
63 Great America
Parkway & Bunker
Hill Lane
NBL 200 50 104 54 150 Yes
SBL 170 50 104 54 150 Yes
EBL 20 140 0 50 110 Yes
WBL 70 310 42 142 200 Yes
90 Lafayette Street &
Calle De Luna
NBL 10 0 0 0 630 Yes
SBL 59 195 74 149 630 Yes
EBL 0 0 0 0 630 Yes
WBL 312 760 275 575 630 Yes
1003
Stars and Stripes
Drive / Centennial
Boulevard
NBL 108 220 74 124 380 Yes
SBL 33 20 42 17 100 Yes
EBL 0 0 0 0 0 Yes
WBL 233 407 134 209 300 Yes
1006 Avenue C / Station
Road
NBL 187 185 104 104 165 Yes
SBL 10 10 0 0 160 Yes
EBL 66 112 42 67 100 Yes
WBL 20 20 0 0 100 Yes
1017 City Place Parkway /
Avenue A
NBL 227 363 134 184 250 Yes
SBL 0 0 0 0 0 Yes
EBL 0 0 0 0 0 Yes
WBL 5 5 0 0 225 Yes

Page 32 ends

Table 4.3: 95th Percentile Queue Storage Length (Poisson) Int.
# Intersection Direction
AM
Vehicles
Per Hour
PM
Vehicles
Per Hour
95th Percentile Queue
AM
Calculated
Storage
Length
PM
Calculated
Storage
Length
Storage
Length
Provided
(ft)
Sufficient
Storage
Length?
8 Great America
Parkway & Tasman
Drive
NBL 250 180 270 245 340 Yes
SBL 223 452 270 395 445 Yes
EBL 139 200 160 210 540 Yes
WBL 586 955 565 790 500 No
9 Convention Center
& Tasman Drive
NBL 10 310 0 200 180 No
SBL 10 10 0 0 50 Yes
EBL 70 30 119 94 360 Yes
WBL 40 70 74 99 160 Yes
11 Centennial
Boulevard &
Tasman Drive
NBL 10 0 0 0 100 Yes
SBL 350 755 372 622 350 No
EBL 217 270 235 285 380 Yes
WBL 10 10 0 0 190 Yes
13 Calle del Sol &
Tasman Drive
NBL 0 0 0 0 0 Yes
SBL 130 360 160 310 375 Yes
EBL 227 554 270 470 660 Yes
WBL 0 0 0 0 0 Yes
60 Great America
Parkway & Old
Mountain ViewAviso Road
NBL 259 119 235 160 220 No
SBL 100 40 119 94 110 No
EBL 90 510 119 319 100 No
WBL 30 130 74 124 75 No
61 Great America
Parkway & City
Place Parkway
(Temp Road / Future
Driveway)
NBL 0 0 0 0 200 Yes
SBL 610 403 565 440 200 No
EBL 10 10 0 0 200 Yes
WBL 17 65 0 50 200 Yes
63 Great America
Parkway & Bunker
Hill Lane
NBL 200 50 160 110 150 No
SBL 170 50 160 110 150 No
EBL 20 140 0 50 110 Yes
WBL 70 310 74 174 200 Yes
90 Lafayette Street &
Calle De Luna
NBL 10 0 0 0 630 Yes
SBL 59 195 119 194 630 Yes
EBL 0 0 0 0 630 Yes
WBL 312 760 372 672 630 No
1003
Stars and Stripes
Drive / Centennial
Boulevard
NBL 108 220 119 169 380 Yes
SBL 33 20 74 49 100 Yes
EBL 0 0 0 0 0 Yes
WBL 233 407 198 273 300 Yes
1006 Avenue C / Station
Road
NBL 187 185 160 160 165 Yes
SBL 10 10 0 0 160 Yes
EBL 66 112 74 99 100 Yes
WBL 20 20 0 0 100 Yes

Page 33 ends

Int.
# Intersection Direction
AM
Vehicles
Per Hour
PM
Vehicles
Per Hour
95th Percentile Queue
AM
Calculated
Storage
Length
PM
Calculated
Storage
Length
Storage
Length
Provided
(ft)
Sufficient
Storage
Length?
1017 City Place Parkway /
Avenue A
NBL 227 363 198 248 250 Yes
SBL 0 0 0 0 0 Yes
EBL 0 0 0 0 0 Yes
WBL 5 5 0 0 225 Yes
Table 4.4: Queue Storage Length Summary
Int.
# Intersection Impacted
Movement
50th
Percentile
Queue
Length (ft)*
95th
Percentile
Queue
Length (ft)*
Storage
Length
Provided
(ft)
Comment
8 Great America
Parkway & Tasman
Drive
WBL 665 790 500
Project adds 325 vehicle trips during the
PM, approximately 34% of the overall
left turn volume. Average queue exceeds
storage by 165ft, 95th percentile queue
exceeds storage by 290ft.
9 Convention Center &
Tasman Drive NBL 200 200 180
No Phase 1 project trips on this
movement. Queue exceeds storage by
20ft.
11 Centennial
Boulevard & Tasman
Drive
SBL 525 622 350
Project adds 755 vehicle trips during the
PM. Average queue exceeds storage by
175ft, 95th percentile queue exceeds
storage by 272ft.
60 Great America
Parkway & Old
Mountain ViewAviso Road
NBL
Less than
storage
length
235 220
Project adds 9 vehicle trips during the
AM, approximately 3% of the overall left
turn volume. 95th percentile queue
exceeds storage by 15ft.

SBL
Less than
storage
length
119 110 No Phase 1 and 2 project trips on this
movement. Queue exceeds storage by 9ft.

EBL 274 319 100
No Phase 1 and 2 project trips on this
movement. Queue exceeds storage by
219ft.

WBL 92 124 75
No Phase 1 and 2 project trips on this
movement. Queue exceeds storage by
49ft.
61 Great America
Parkway & City
Place Parkway
(Temp Road / Future
Driveway)
SBL 440 565 200
Project adds 610 vehicle trips during the
AM. Average queue exceeds storage by
240ft, 95th percentile queue exceeds
storage by 365ft.
63 Great America
Parkway & Bunker
Hill Lane
NBL
Less than
storage
length
160 150
No Phase 1 and 2 project trips on this
movement. Queue exceeds storage by
10ft.

SBL
Less than
storage
length
160 150
No Phase 1 and 2 project trips on this
movement. Queue exceeds storage by
10ft.
* - Longest queue length of either the AM or PM peak hour

Page 34 ends

For the four movements where Phase 1 and 2 project trips contribute to the increase in storage length of the left-turn movements, the following mitigations are identified. It is noted that additional development phases may require further mitigation and should be considered as part of those applications. x Intersection #8 – Incorporate EIR mitigations. With the EIR mitigations, the 95th percentile queue lengths will be met for DAP Phase 2. x Intersection #11 – Southbound left turn storage requirements are met with the proposed configuration when including the southbound through/leftturn lane storage capacity. Since through traffic volumes are very low, this lane will effectively function as a 2nd left-turn lane and provide sufficient storage.
x Intersection #60 & #61 – Incorporate EIR mitigation for intersection #60 and additional proposed improvements to intersection #61 including upstream storage capacity. With these improvements, the corresponding 95th percentile queue lengths shown in Table 4.4 will be met for DAP Phase 2. See Appendix C for Full Build analysis and proposed improvements.

In addition, maximizing left turn storage capacity should be considered at this stage to avoid the implementation of additional mitigation for future development phases. Appendix C illustrates proposed mitigation regarding left turn storage capacity for intersection #60 and #61.

4.3 EIR Off-site Intersection Mitigation
Improvements
The Mitigation Monitoring & Reporting Program identifies the mitigation measures that are the full funding responsibility of the project and identifies the project phase and number of project trips that trigger the improvement.

Page 35 ends

4.4 Full Build Cumulative plus Project Buildout
Intersection Analysis
Further sensitivity traffic analysis was conducted for cumulative plus full build project conditions to evaluate that sufficient traffic capacity is provided at intersections to avoid additional mitigation and construction for intersections to be built or upgraded during Phase 1 and 2. This high-level analysis was conducted using the latest full-build program provided by the developer, the currently proposed roadway plan for full-build conditions, and modelled using Synchro.

Table 4.5 shows the full-build program.

Table 4.5: Full Build Program
Land Use
DAP 1 DAP 2 DAP 3 DAP 4 DAP TBD Total
Program
(Basis for
Full Build
Analysis)
Parcels 4 + 5 Parcel 1 Parcel 2
Phase 1 Phase 2 Phase 3 Phase 4 Phasing TBD
Residential - 300
units
980
units - - - 1280 units
Retail 21.4 ksf 405 ksf 100 ksf - - - 526.4 ksf
Office 440 ksf 435 ksf - 1000 ksf 1440 ksf 2592 ksf 5907 ksf Serviced
Apartments
200
units
200
units - - - - 400 units
Hotel 480
rooms
220
rooms
- - - - 700 rooms
Food &
Beverage

29.6 ksf 150 ksf 20 ksf - - - 199.6 ksf
Entertainment - 50 ksf 25 ksf - - - 75 ksf
Total 1047 ksf 1750 ksf 1170 ksf 1000 ksf 1440 ksf 2592 ksf 8999 ksf Note: Maximum development permissible on parcels 4 and 5 combined is 5,132,400 sf. Proposed DAP1 and DAP2 development areas total 2,797,600 sf. Potential Phase 3 and Phase 4 development areas total 2,170,000 sf. Total development for all four phases totals 4,967,600 sf, or 164,600 less than allowed under the MCP. Projected Phase 3 development includes 145,000 sf of retail development necessary to meet the minimum retail development requirement for Phases 1 - 3. Phase 1 - 3 residential units total the 1,680- maximum permissible. The balance of the development is considered to be office, which for the purpose of the full build out analysis will generate the greatest number of potential vehicle trips. Projected development on Parcels 1 and 2 of 4,032,000 sf is the maximum allowable under the MCP and all is considered office, which again for the purpose of the analysis generates the greatest number of potential vehicle trips.

Traffic volumes were developed by adding the expected full-build vehicle trips to the 2040 cumulative volumes found in the EIR. Table 4.6 shows the estimated LOS for the full-build conditions including intersection mitigations proposed in the EIR.

As shown in Table 4.6, Phases 1 and 2 signalized intersections are expected to continue to operate at LOS D or better during full build conditions. Intersections #8 and # 11 are expected to operate at LOS F, however these intersections were also identified in the EIR as operating as LOS F. Appendix C includes Synchro files for Phase 1 and 2 intersections under full build conditions. Internal minor

Page 36 ends

stop-controlled intersections are expected to operate at an acceptable level of service.

Table 4.6: Cumulative plus Full Build Intersection LOS and Average Delay Results (Synchro Analysis)
Int. # Intersection Name Control Type
AM Peak Hour PM Peak Hour
LOS Avg.

Delay
(sec)
LOS Avg.

Delay
(sec)
8 Great America Parkway
/ Tasman Drive (CMP) Signalized F 190 F 282
11 Centennial Boulevard /
Tasman Drive Signalized F 122 F 224
60 Great America Parkway
/ Old Mountain ViewAlviso Road
Signalized F 147 D 42
61 Great America Parkway
/ City Place Parkway Signalized C 24 D 42
62 Great America Parkway
/ Second Street Signalized C 23 C 27
87 Lafayette Street / Jug
Handle North Signalized C 28 C 25
88 Lafayette Street / Jug
Handle South Signalized D 50 C 30
1017 City Place Parkway /
Avenue A Signalized B 19 A 6
1016 Second Street /
Avenue C Signalized C 29 C 36
1006 Avenue C /
Station Road Signalized C 30 D 42
1012 Second Street /
Creekside Drive Signalized A 8 B 16
1003 Stars and Stripes Drive /
Centennial Boulevard Signalized C 31 C 32

Page 37 ends

5 Travel Demand Management (TDM) Plan
List
The Mitigation Monitoring & Reporting Program identifies mitigation TRA-1.1:

Table 5.1 summarizes the vehicle trip thresholds for the office and residential program and Table 5.2 provides a summary of the total vehicle trip thresholds for Phase 1 and 2 combined.

Table 5.1: Phases 1 and 2 TDM Reductions for Office and Residential Program
Office Daily AM Peak
Hour
PM Peak
Hour
Office
Vehicle Trips (Phase 1 and 2 Estimate) 9,075 950 920
TDM Reduction Target -365 -95 -90
Vehicle Trip Threshold 8,710 855 830
Residential
Vehicle Trips (Phase 1 Estimate) 3,285 225 235
TDM Reduction Target -65 -10 -10
Vehicle Trip Threshold 3,220 215 225
Note: Trip reductions rounded to nearest 5 vehicle trips. Trip generation estimates do not account for transportation network company (TNCs) (e.g., Uber and Lyft) activity or other emerging trends like autonomous vehicles.

Table 5.2: Phases 1 and 2 Vehicle Trip Thresholds
Daily AM In AM Out
Phase 1 and 2 Vehicle Trip Estimates 53,770 2,510 3,560 Phase 1 and 2 TDM Reduction Target -430 -105 -100
Phase 1 and 2 Vehicle Trip Threshold 53,340 2,405 3,460 Note: Trip reductions rounded to nearest 5 vehicle trips. Trip generation estimates do not account for transportation network company (TNCs) (e.g., Uber and Lyft) activity or other emerging trends like autonomous vehicles.

Page 38 ends

TDM Program Components
Phases 1 and 2 of the project includes infrastructure, measures and strategies as part of the overall design program with the aim of reducing single occupancy vehicle trips. These measures and strategies are summarized in Table 5.3 and form the basis of the overall TDM plan.

Table 5.3: TDM Program Components
Program Item Description
Office TDM Program
Transportation Management
Association (TMA)
TDM Monitoring
and
Implementation
Organization that will coordinate and provide
oversight of the implementation of TDM
measures for City Place. The TMA will offer
a baseline of TDM services (coordinated for
overall benefit of reducing auto trips) and
provide guidance / recommendations for
individual employee / tenant programs.

Maintain and update website and marketing
program to disseminate information of TDM
program
On-site Support Facilities Pedestrian
Infrastructure
Walking is encouraged within City Center
through the incorporation of ample sidewalks
and pedestrian cross-walks at intersections.

Pedestrian connections are provided between
the office program and the nearby Great
America LRT Station and Great America
Amtrak Station.

Bicycle
Infrastructure
The proposed roadways for City Center
include on-street bike lanes with connections
into the existing local bicycle network
(Along Tasman Drive).

Short-term and long-term bike parking will
be provided and will be located at convenient
locations near the office program (exact
parking locations to be determined)
Transit
Infrastructure
Shuttle stop(s) will be provided within
convenient walking access of the office
program on Block 5A and other locations to
be determined. Off-site transit infrastructure
includes the nearby Great America LRT
station and Great America Amtrak station,
with convenient pedestrian access routes.

Carpool Preferential parking spaces located close to
building entrances to encourage carpooling
Car Share
Services
Provision of car sharing vehicles for use by
office employees. Car sharing services
provide office employees access to a car
when needed (for off-site meetings,
occasional lunch-time errands etc.), without
the need for office employees driving their
own vehicle to commute.

Page 39 ends

Program Item Description
Multi-passenger demand responsive ride
services for local employees that are
competitive with drive alone including
transportation network/ride-sharing services
such as Uber Pool, Lyft Line and Chariot ondemand and crowd-sourced bus services.

In-building Support Facilities Pedestrian and
Bicycle Services
The office building will include the provision
of changing facilities, showers and shortterm locker facilities to encourage commuting through active travel modes.

Residential TDM Program
Transportation Management
Association (TMA)
TDM
Coordinator
TDM Coordinator for residents to help
provide information related to commuting (to
off-site locations), sign-up support for transit
pass programs, car-share programs and 511
rideshare programs.

On-site Support Facilities Pedestrian
Infrastructure
Walking is encouraged for residents with
ample sidewalks and pedestrian cross-walks
at intersections, providing connections to
nearby public transit facilities.

Bicycle
Infrastructure
The proposed roadways for City Center
include on-street bike lanes with connections
into the existing local bicycle network
(Along Tasman Drive). Bike lanes will also
connect to nearby recreational bike paths and
trails.

Transit
Infrastructure
Provide in-building information for nearby
public transit services, including schedules,
maps to nearby transit-stops and stations
Car Share
Services
Provision of car sharing vehicles and car
share membership information that provides
residents access to vehicles, without the need
to own a vehicle.

TDM Plan Monitoring
Monitoring of the TDM plan will be conducted in accordance with Section F, Monitoring and Reporting, of Mitigation Measure TRA-1.1. This will include the following:
x Annual monitoring and reporting that includes
o Description of TDM programs in operation over the previous year, results of driveway counts and survey findings
x Traffic counts to collect daily and peak hour traffic volumes at City Place Driveways and parking entrances. Counts will be conducted during school time and collected over a 72-hour period (Tuesday, Wednesday and Thursdays)

Page 40 ends

x Provide total sum of entering and exiting traffic for the peak hours, adjusted to isolate office and residential parking. Traffic volumes will then be compared to TDM plan trip thresholds to determine TDM plan performance and if the vehicle trip thresholds are being met x Undertake an employee mode-share survey to determine mode-splits for employees, one year after building occupancy. Subsequent surveys will be conducted if the previous year monitoring results indicated that the vehicle trip thresholds had not been met.
x If TDM Plan monitoring results show that the trip reduction target is not being met, the TDM Plan shall be updated to identify replacement and/or additional feasible TDM measures to be implemented.

Appendix A
City Place Trip Generation

Related Santa Clara City Place Santa Clara
Phase 2 DAP Traffic Report
05-20-2020 Phase 2 DAP Traffic Report | Draft 4 | May 20, 2020 | Arup North America Ltd \\GLOBAL.ARUP.COM\AMERICAS\JOBS\S-F\230000\239661-00\4 INTERNAL PROJECT DATA\4-05 REPORTS & MEMOS\PHASE 2 DAP TRAFFIC ASSESSMENT\05-20-2020 PHASE 2 DAP TRAFFIC ASSESSMENT.DOCX
Page A1
A1 Restaurant Trip Generation Breakdown
Table A1 provides a breakdown of the restaurant trip rate used for Phase 1 and 2 restaurant program.

Table A1: Restaurant Trip Generation Rates for Phase 1 and 2 Land Use Units Daily Trip
Rate
AM Peak Hour
Trip Rate
(In / Out)
PM Peak Hour
Trip Rate
(In / Out)
Fast-Casual per ksf 315.17 2.07
(67% / 33%)

14.13 (55% / 45%)
Fine / Quality
Dining
per ksf 89.95 0.81
(50%/50%)

7.49 (67% / 33%)
High Turnover
Sit Down
per ksf 127.15 10.81
(55%/45%)

9.85 (60% / 40%)
Blended Rate per ksf 170.04 7.29 10.69

Daily
Total In Out Total In Out Total
(820) - Shopping Center (Adj Streets, 7-9A, 4-6P) 1000 sq ft leasable area 820 426.4 17,430 230 150 380 760 820 1,580 (220) - Apartment (Adj Streets, 7-9A, 4-6P) Dwelling Units 220 700 4,370 70 280 350 260 140 400 (310) - Hotel (Adj Streets, 7-9A, 4-6P) Rooms 310 700 5,890 220 150 370 210 210 420 (930) - Fast Casual Restaurant (Adj Streets, 7-9A, 4-6P) 1000 Sq. Ft. FLA 930 45.6 14,370 60 30 90 350 290 640 (931) - Quality Restaurant (Adj Streets, 7-9A, 4-6P) 1000 sq ft gross floor area 931 23.4 2,110 10 10 20 120 60 180 (932) - High-Turnover Restaurant (Adj Streets, 7-9A, 4-6P) 1000 sq ft gross floor area 932 110.6 14,060 660 540 1,200 650 440 1,090 (445) - Multiplex Movie Theater (Adj Streets, 7-9A, 4-6P) Movie Screens 445 7 1,230 - - - 40 60 100 1,250 59,460 1,160 2,410 2,390 2,020 4,410
(400) (12,410) (370) (770) (890) (740) (1,630)
850 47,050 790 1,640 1,500 1,280 2,780
(Local Rates) Office 1000 sq ft gross floor area N/A 875 9,550 890 110 1, 190 000 780 970 890 9,550 110 1,000 190 780 970
56,600 1,740 900 2,640 1,690 2,060 3,750
(90) (2,830) (40) (130) (80) (110) (190)
53,770 1,650 860 2,510 1,610 1,950 3,560
Notes: Trip Generation Estimates using the same mixed used equations used in the City Place Santa Clara Environmental Impact Report (2016) and updated built environment inputs.

Built environment inputs and trip generation equations documents in separate tables.

These trip generation estimates do not account for transportation network company activity or other emerging trends like autonomous vehicles.

Total Project Trip Generation
Project Trips Subtotal [A + B = C]
Public Transit Reduction [5%*C = D]
Total Project Trips [C+D = E]
Subtotal Net New Trips [B]
Phases 1 & 2 Trip Generation Summary
Land Use Units ITE Code Quantity AM Peak Hour PM Peak Hour Retail, Residential, Hotel, and Resturant Uses Trip Generation Subtotal
Mixed-Use Reductions
Subtotal Net New Trips [A]
Office Use Trip Generation

Related Santa Clara City Place Santa Clara
Phase 2 DAP Traffic Report
05-20-2020 Phase 2 DAP Traffic Report | Draft 4 | May 20, 2020 | Arup North America Ltd \\GLOBAL.ARUP.COM\AMERICAS\JOBS\S-F\230000\239661-00\4 INTERNAL PROJECT DATA\4-05 REPORTS & MEMOS\PHASE 2 DAP TRAFFIC ASSESSMENT\05-20-2020 PHASE 2 DAP TRAFFIC ASSESSMENT.DOCX
Page A3
A3 City Place FEIR Trip Generation Summary
Table A1 provides a summary of the trip generation by parcel from the City Place EIR, April 2016. Note this program relates to the Enhanced Open Space program, that reallocated office program from Parcel 3 to Parcels 1, 2 and 5, with Parcel 3 becoming public open space.

Table A1: FEIR EOS Land Use Program and Trips
Parcel Land Use EOS Program Daily AM Peak
Hour
PM Peak
Hour
1 Office 1,440 ksf 15,720 1,660 1,590
2 Office 2,392 ksf 25,060 2,630 2,560
Commercial(a) 200 ksf 10,130 230 900
3 Park - - - -
4 Office 2,546.4 ksf 24,840 2,610 2,380
Commercial(a) 1,415 ksf 45,720 1,800 3,420
Hotel 298 ksf 2,600 160 160
Residential - - - -
5 Office 306 ksf 2,830 310 260
Commercial(a) 87 ksf 10,290 370 800
Hotel 280 ksf 2,450 160 150
Residential 200 ksf
(200 units)
1,090 90 90
Total 9,164.4 ksf 140,730 10,020 12,310
Notes:
(a) Commercial land use includes retail, entertainment, and food/beverage Appendix %
7UDIIL[2XWSXWV
COMPARE Wed Apr 01 06:33:03 2020 Page 1-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative
Background No Project AM Background Plus Project AM ??? ??? Avg Avg Avg Avg Avg
Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit
Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #8 Great America Parkway / Tasman Drive (CMP) C 34.7 0.854 37.2 D 39.0 0.900 41.6 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x

#9 Convention Center / Tasman Drive B 17.3 0.533 17.2 B 18.4 0.590 19.4 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #10 Avenue A (Future Driveway) / Tasman Drive A 4.7 0.626 4.7 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #11 Centennial Boulevard / Tasman Drive B 17.8 0.524 18.1 C 33.6 0.718 38.5 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #12 Avenue C / Tasman Drive A 4.6 0.617 5.1 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #13 Calle Del Sol / Tasman Drive B 13.2 0.703 16.0 C 31.6 0.971 41.3 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #60 Great America Parkway / Old Mountain View-Alviso Road C 20.6 0.589 21.9 C 25.2 0.745 31.0 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #61 Great America Parkway / City Place Parkway (Future A 8.4 0.258 10.1 C 20.7 0.594 30.1 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #63 Great America Parkway/Bunker Hill Lane B 13.2 0.460 13.3 B 12.9 0.489 13.2 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #89 Lafayette Street / Calle Del Mundo C 21.1 0.062 0.6 C 21.4 0.063 0.6 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #90 Laffeyette Street / Calle De Luna B 16.4 0.495 16.3 B 19.9 0.663 20.6 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1002 Stars and Stripes Drive / Avenue A A 8.6 0.210 8.6 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1003 Centennial Boulevard / Stars and Stripes Drive C 22.5 0.206 15.9 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1004 Stars and Stripes Drive / Avenue B A 8.3 0.189 8.3 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1005 Stars and Stripes Drive / Avenue C A 9.0 0.257 9.0 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1006 Avenue C / Station Road B 19.8 0.328 20.0 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1008 First Street / Avenue A A 7.9 0.175 7.9 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1009 First Street / Centennial Boulevard A 7.4 0.117 7.4 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1010 First Street / Avenue B A 7.5 0.161 7.5 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1011 First Street / Avenue C A 0.0 0.000 0.0 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1013 Second Street / Avenue A A 8.8 0.258 8.8 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1014 Second Street / Centennial Boulevard A 9.9 0.032 1.0 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1017 Avenue A / City Place Parkway B 13.2 0.217 7.2 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x COMPARE Wed Apr 01 06:33:03 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project AM
Intersection #8: Great America Parkway / Tasman Drive (CMP) Signal=Protect/Rights=Include
Final Vol: 220 1070*** 100
Lanes: 0 1 2 0 2

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
120*** 2
Cycle Time (sec): 90
0 350

0 Loss Time (sec): 12
1 360 1 Critical V/C: 0.854 1 1100***
1 Avg Crit Del (sec/veh): 37.2 0
290 0 Avg Delay (sec/veh): 34.7 2 520
LOS: C

Lanes: 2 0 3 0 1
Final Vol: 250*** 1300 480
Signal=Protect/Rights=Overlap
Street Name: Great America Parkway Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 250 1300 480 100 1070 220 120 360 290 520 1100 350 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 250 1300 480 100 1070 220 120 360 290 520 1100 350 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 250 1300 480 100 1070 220 120 360 290 520 1100 350 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 250 1300 480 100 1070 220 120 360 290 520 1100 350 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 250 1300 480 100 1070 220 120 360 290 520 1100 350 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 250 1300 480 100 1070 220 120 360 290 520 1100 350 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 2.47 0.53 2.00 1.08 0.92 2.00 1.50 0.50 Final Sat.: 3150 5700 1750 3150 4644 955 3150 2048 1650 3150 2806 893 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.23 0.27 0.03 0.23 0.23 0.04 0.18 0.18 0.17 0.39 0.39 Crit Moves: **** **** **** ****
Green Time: 8.0 23.4 46.0 8.0 23.3 23.3 7.0 24.1 24.1 22.6 39.7 39.7 Volume/Cap: 0.89 0.88 0.54 0.36 0.89 0.89 0.49 0.66 0.66 0.66 0.89 0.89 Delay/Veh: 67.9 38.3 15.5 39.4 39.3 39.3 41.3 30.9 30.9 32.3 29.6 29.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.9 38.3 15.5 39.4 39.3 39.3 41.3 30.9 30.9 32.3 29.6 29.6 LOS by Move: E D B D D D D C C C C C
HCM2k95thQ: 13 26 18 3 23 23 5 17 17 14 33 33
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #8: Great America Parkway / Tasman Drive (CMP) Signal=Protect/Rights=Include
Final Vol: 226 1081*** 223
Lanes: 0 1 2 0 2

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
139*** 2
Cycle Time (sec): 90
0 410

0 Loss Time (sec): 12
1 456 1 Critical V/C: 0.900 1 1154***
1 Avg Crit Del (sec/veh): 41.6 0
290 0 Avg Delay (sec/veh): 39.0 2 586
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 250*** 1332 596
Signal=Protect/Rights=Overlap
Street Name: Great America Parkway Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 250 1300 480 100 1070 220 120 360 290 520 1100 350 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 250 1300 480 100 1070 220 120 360 290 520 1100 350 Added Vol: 0 32 116 123 11 6 19 96 0 66 54 60
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 250 1332 596 223 1081 226 139 456 290 586 1154 410 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 250 1332 596 223 1081 226 139 456 290 586 1154 410 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 250 1332 596 223 1081 226 139 456 290 586 1154 410 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 250 1332 596 223 1081 226 139 456 290 586 1154 410 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 2.46 0.54 2.00 1.20 0.80 2.00 1.46 0.54 Final Sat.: 3150 5700 1750 3150 4630 968 3150 2261 1438 3150 2729 970 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.23 0.34 0.07 0.23 0.23 0.04 0.20 0.20 0.19 0.42 0.42 Crit Moves: **** **** **** ****
Green Time: 7.7 22.7 45.6 7.5 22.5 22.5 7.0 24.9 24.9 22.9 40.8 40.8 Volume/Cap: 0.93 0.93 0.67 0.85 0.93 0.93 0.57 0.73 0.73 0.73 0.93 0.93 Delay/Veh: 78.1 43.7 18.7 62.1 44.5 44.5 43.1 32.2 32.2 34.1 33.3 33.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 78.1 43.7 18.7 62.1 44.5 44.5 43.1 32.2 32.2 34.1 33.3 33.3 LOS by Move: E D B E D D D C C C C C
HCM2k95thQ: 14 29 25 8 24 24 6 20 20 16 37 37
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project AM
Intersection #9: Convention Center / Tasman Drive
Signal=Split/Rights=Overlap
Final Vol: 20 10 10***
Lanes: 1 0 1 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
70*** 1
Cycle Time (sec): 90
0 20

0 Loss Time (sec): 12
1 750 1 Critical V/C: 0.533 1 1500***
1 Avg Crit Del (sec/veh): 17.2 0
10 0 Avg Delay (sec/veh): 17.3 1 40
LOS: B

Lanes: 1 1 0 0 1
Final Vol: 10 10*** 10
Signal=Split/Rights=Overlap
Street Name: Convention Center Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 10 10 10 10 20 70 750 10 40 1500 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 10 10 10 10 20 70 750 10 40 1500 20
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 10 10 10 10 20 70 750 10 40 1500 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 10 10 10 10 20 70 750 10 40 1500 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 10 10 10 10 20 70 750 10 40 1500 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 10 10 10 10 20 70 750 10 40 1500 20
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.92 0.92 1.00 0.92 0.92 0.97 0.95 0.92 0.97 0.95 Lanes: 1.01 0.99 1.00 1.00 1.00 1.00 1.00 1.97 0.03 1.00 1.97 0.03 Final Sat.: 1775 1775 1750 1750 1900 1750 1750 3651 49 1750 3651 49 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.01 0.01 0.01 0.04 0.21 0.21 0.02 0.41 0.41 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 25.9 10.0 10.0 17.0 7.0 42.1 42.1 15.9 51.0 51.0 Volume/Cap: 0.05 0.05 0.02 0.05 0.05 0.06 0.51 0.44 0.44 0.13 0.72 0.72 Delay/Veh: 35.8 35.8 23.0 35.9 35.8 30.0 43.2 16.2 16.2 31.4 15.6 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.8 35.8 23.0 35.9 35.8 30.0 43.2 16.2 16.2 31.4 15.6 15.6 LOS by Move: D D C D D C D B B C B B
HCM2k95thQ: 1 1 0 1 1 1 4 13 13 2 28 28
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #9: Convention Center / Tasman Drive
Signal=Split/Rights=Overlap
Final Vol: 20 10 10***
Lanes: 1 0 1 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
70*** 1
Cycle Time (sec): 90
0 20

0 Loss Time (sec): 12
1 1086 1 Critical V/C: 0.590 1 1681***
1 Avg Crit Del (sec/veh): 19.4 0
10 0 Avg Delay (sec/veh): 18.4 1 40
LOS: B

Base Vol: 10 10 10 10 10 20 70 750 10 40 1500 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 10 10 10 10 20 70 750 10 40 1500 20
Added Vol: 0 0 0 0 0 0 0 336 0 0 181 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 10 10 10 10 20 70 1086 10 40 1681 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 10 10 10 10 20 70 1086 10 40 1681 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 10 10 10 10 20 70 1086 10 40 1681 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 10 10 10 10 20 70 1086 10 40 1681 20
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.92 0.92 1.00 0.92 0.92 0.97 0.95 0.92 0.97 0.95 Lanes: 1.01 0.99 1.00 1.00 1.00 1.00 1.00 1.98 0.02 1.00 1.98 0.02 Final Sat.: 1775 1775 1750 1750 1900 1750 1750 3666 34 1750 3656 44 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.01 0.01 0.01 0.04 0.30 0.30 0.02 0.46 0.46 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 22.1 10.0 10.0 17.0 7.0 45.9 45.9 12.1 51.0 51.0 Volume/Cap: 0.05 0.05 0.02 0.05 0.05 0.06 0.51 0.58 0.58 0.17 0.81 0.81 Delay/Veh: 35.8 35.8 25.8 35.9 35.8 30.0 43.2 15.8 15.8 34.9 18.1 18.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.8 35.8 25.8 35.9 35.8 30.0 43.2 15.8 15.8 34.9 18.1 18.1 LOS by Move: D D C D D C D B B C B B
HCM2k95thQ: 1 1 0 1 1 1 4 19 19 2 33 33
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #10: Avenue A (Future Driveway) / Tasman Drive Signal=Protect/Rights=Include
Final Vol: 63*** 0 0
Lanes: 1 0 0 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 90
0 249

0 Loss Time (sec): 6
1 0 2 Critical V/C: 0.626 1 1778***
0 Avg Crit Del (sec/veh): 4.7 0
0 0 Avg Delay (sec/veh): 4.7 0 0
LOS: A

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Protect/Rights=Include
Street Name: Avenue A (Future Driveway) Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 10 0 10 0 0 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 730 0 0 1660 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 730 0 0 1660 0
Added Vol: 0 0 0 0 0 63 0 336 0 0 118 249
PasserByVol: 0 0 0 0 0 0 0 xxxx 0 0 0 0
Initial Fut: 0 0 0 0 0 63 0 -19 0 0 1778 249
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 63 0 0 0 0 1778 249
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 63 0 0 0 0 1778 249
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 63 0 0 0 0 1778 249
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 2.00 0.00 0.00 1.75 0.25 Final Sat.: 0 0 0 0 0 1750 0 3800 0 0 3245 454
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.55 0.55 Crit Moves: **** ****
Green Time: 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 74.0 74.0 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.67 0.67 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 37.9 0.0 0.0 0.0 0.0 3.7 3.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 37.9 0.0 0.0 0.0 0.0 3.7 3.7 LOS by Move: A A A A A D A A A A A A
HCM2k95thQ: 0 0 0 0 0 4 0 0 0 0 19 19
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project AM
Intersection #11: Centennial Boulevard / Tasman Drive
Signal=Split/Rights=Include
Final Vol: 10*** 0 10
Lanes: 1 0 0 1 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
10*** 2
Cycle Time (sec): 90
1 10

0 Loss Time (sec): 12
0 720 1 Critical V/C: 0.524 2 1650***
1 Avg Crit Del (sec/veh): 18.1 0
10 0 Avg Delay (sec/veh): 17.8 1 10
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 10 0 10***
Signal=Split/Rights=Include
Street Name: Centennial Boulevard Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 0 10 10 0 10 10 720 10 10 1650 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 0 10 10 0 10 10 720 10 10 1650 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 0 10 10 0 10 10 720 10 10 1650 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 0 10 10 0 10 10 720 10 10 1650 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 0 10 10 0 10 10 720 10 10 1650 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 0 10 10 0 10 10 720 10 10 1650 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 1.00 0.92 0.83 0.97 0.95 0.92 1.00 0.92 Lanes: 0.50 0.00 0.50 2.00 0.00 1.00 2.00 1.97 0.03 1.00 2.00 1.00 Final Sat.: 875 0 875 3550 0 1750 3150 3649 51 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.01 0.00 0.00 0.01 0.00 0.20 0.20 0.01 0.43 0.01 Crit Moves: **** **** **** ****
Green Time: 10.0 0.0 10.0 10.0 0.0 10.0 7.0 41.6 41.6 16.4 51.0 51.0 Volume/Cap: 0.10 0.00 0.10 0.03 0.00 0.05 0.04 0.43 0.43 0.03 0.77 0.01 Delay/Veh: 37.0 0.0 37.0 35.8 0.0 36.3 38.7 17.0 17.0 30.5 17.6 8.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.0 0.0 37.0 35.8 0.0 36.3 38.7 17.0 17.0 30.5 17.6 8.5 LOS by Move: D A D D A D D B B C B A
HCM2k95thQ: 1 0 1 0 0 1 0 13 13 1 31 0
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #11: Centennial Boulevard / Tasman Drive
Signal=Split/Rights=Include
Final Vol: 28*** 0 350
Lanes: 1 0 0 1 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
217*** 2
Cycle Time (sec): 90
1 74

0 Loss Time (sec): 12
0 849 1 Critical V/C: 0.718 2 1999***
1 Avg Crit Del (sec/veh): 38.5 0
10 0 Avg Delay (sec/veh): 33.6 1 10
LOS: C

Base Vol: 10 0 10 10 0 10 10 720 10 10 1650 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 0 10 10 0 10 10 720 10 10 1650 10
Added Vol: 0 0 0 340 0 18 207 129 0 0 349 64
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 0 10 350 0 28 217 849 10 10 1999 74
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 0 10 350 0 28 217 849 10 10 1999 74
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 0 10 350 0 28 217 849 10 10 1999 74
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 0 10 350 0 28 217 849 10 10 1999 74
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 1.00 0.92 0.83 0.97 0.95 0.92 1.00 0.92 Lanes: 0.50 0.00 0.50 2.00 0.00 1.00 2.00 1.98 0.02 1.00 2.00 1.00 Final Sat.: 875 0 875 3550 0 1750 3150 3657 43 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.01 0.10 0.00 0.02 0.07 0.23 0.23 0.01 0.53 0.04 Crit Moves: **** **** **** ****
Green Time: 10.0 0.0 10.0 12.4 0.0 12.4 7.0 41.7 41.7 14.0 48.6 48.6 Volume/Cap: 0.10 0.00 0.10 0.72 0.00 0.12 0.89 0.50 0.50 0.04 0.97 0.08 Delay/Veh: 37.0 0.0 37.0 46.0 0.0 35.0 75.3 17.9 17.9 32.6 34.5 10.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.0 0.0 37.0 46.0 0.0 35.0 75.3 17.9 17.9 32.6 34.5 10.1 LOS by Move: D A D D A D E B B C C B
HCM2k95thQ: 1 0 1 11 0 2 9 16 16 1 53 3
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #12: Avenue C / Tasman Drive
Signal=Protect/Rights=Include
Final Vol: 99*** 0 0
Lanes: 1 0 0 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0*** 0
Cycle Time (sec): 90
1 349

0 Loss Time (sec): 6
0 9 2 Critical V/C: 0.617 2 1973***
0 Avg Crit Del (sec/veh): 5.1 0
0 0 Avg Delay (sec/veh): 4.6 0 0
LOS: A

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Protect/Rights=Include
Street Name: Avenue C Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 10 0 0 0 0 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 730 0 0 1660 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 730 0 0 1660 0
Added Vol: 0 0 0 0 0 99 0 340 0 0 313 349
PasserByVol: 0 0 0 0 0 0 0 xxxx 0 0 0 0
Initial Fut: 0 0 0 0 0 99 0 9 0 0 1973 349
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 99 0 9 0 0 1973 349
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 99 0 9 0 0 1973 349
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 99 0 9 0 0 1973 349
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 0 0 0 0 0 1750 0 3800 0 0 3800 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.52 0.20 Crit Moves: **** **** ****
Green Time: 0.0 0.0 0.0 0.0 0.0 10.0 0.0 74.0 0.0 0.0 74.0 74.0 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.51 0.00 0.00 0.00 0.00 0.63 0.24 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 39.9 0.0 1.4 0.0 0.0 3.4 1.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 39.9 0.0 1.4 0.0 0.0 3.4 1.9 LOS by Move: A A A A A D A A A A A A
HCM2k95thQ: 0 0 0 0 0 7 0 0 0 0 17 4
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project AM
Intersection #13: Calle Del Sol / Tasman Drive
Signal=Split/Rights=Include
Final Vol: 140 0 130***
Lanes: 1 0 1! 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
50*** 2
Cycle Time (sec): 90
0 240

0 Loss Time (sec): 9
1 470 2 Critical V/C: 0.703 1 1620***
0 Avg Crit Del (sec/veh): 16.0 0
0 0 Avg Delay (sec/veh): 13.2 0 0
LOS: B

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Split/Rights=Include
Street Name: Calle Del Sol Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 10 0 10 7 10 0 0 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 130 0 140 50 470 0 0 1620 240
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 130 0 140 50 470 0 0 1620 240
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 130 0 140 50 470 0 0 1620 240
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 130 0 140 50 470 0 0 1620 240
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 130 0 140 50 470 0 0 1620 240
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 130 0 140 50 470 0 0 1620 240
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.65 0.00 1.35 2.00 2.00 0.00 0.00 1.73 0.27 Final Sat.: 0 0 0 1138 0 2363 3150 3800 0 0 3222 477
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.06 0.02 0.12 0.00 0.00 0.50 0.50 Crit Moves: **** **** ****
Green Time: 0.0 0.0 0.0 13.7 0.0 13.7 7.0 67.3 0.0 0.0 60.3 60.3 Volume/Cap: 0.00 0.00 0.00 0.75 0.00 0.39 0.20 0.17 0.00 0.00 0.75 0.75 Delay/Veh: 0.0 0.0 0.0 45.0 0.0 34.7 39.3 3.3 0.0 0.0 11.2 11.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 45.0 0.0 34.7 39.3 3.3 0.0 0.0 11.2 11.2 LOS by Move: A A A D A C D A A A B B
HCM2k95thQ: 0 0 0 14 0 6 2 4 0 0 29 29
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #13: Calle Del Sol / Tasman Drive
Signal=Split/Rights=Include
Final Vol: 489 0 130***
Lanes: 1 0 1! 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
227*** 2
Cycle Time (sec): 90
0 240

0 Loss Time (sec): 9
1 633 2 Critical V/C: 0.971 1 1934***
0 Avg Crit Del (sec/veh): 41.3 0
0 0 Avg Delay (sec/veh): 31.6 0 0
LOS: C

Base Vol: 0 0 0 130 0 140 50 470 0 0 1620 240
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 130 0 140 50 470 0 0 1620 240
Added Vol: 0 0 0 0 0 349 177 163 0 0 314 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 130 0 489 227 633 0 0 1934 240
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 130 0 489 227 633 0 0 1934 240
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 130 0 489 227 633 0 0 1934 240
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 130 0 489 227 633 0 0 1934 240
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.35 0.00 1.65 2.00 2.00 0.00 0.00 1.77 0.23 Final Sat.: 0 0 0 607 0 2893 3150 3800 0 0 3291 408
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.21 0.00 0.17 0.07 0.17 0.00 0.00 0.59 0.59 Crit Moves: **** **** ****
Green Time: 0.0 0.0 0.0 19.8 0.0 19.8 7.0 61.2 0.0 0.0 54.2 54.2 Volume/Cap: 0.00 0.00 0.00 0.97 0.00 0.77 0.93 0.24 0.00 0.00 0.97 0.97 Delay/Veh: 0.0 0.0 0.0 64.3 0.0 37.6 79.3 5.6 0.0 0.0 30.9 30.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 64.3 0.0 37.6 79.3 5.6 0.0 0.0 30.9 30.9 LOS by Move: A A A E A D E A A A C C
HCM2k95thQ: 0 0 0 29 0 19 9 7 0 0 49 49
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project AM
Intersection #60: Great America Parkway / Old Mountain View-Alviso Road Signal=Protect/Rights=Include
Final Vol: 460 1580*** 100
Lanes: 1 0 3 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
90*** 1
Cycle Time (sec): 70
0 20

0 Loss Time (sec): 12
1 10 0 Critical V/C: 0.589 0 10***
1 Avg Crit Del (sec/veh): 21.9 0
30 0 Avg Delay (sec/veh): 20.6 1 30
LOS: C

Lanes: 1 0 3 0 1
Final Vol: 250*** 810 150
Signal=Protect/Rights=Include
Street Name: Great America Parkway Old Mountain View-Alviso Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 250 810 150 100 1580 460 90 10 30 30 10 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 250 810 150 100 1580 460 90 10 30 30 10 20 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 250 810 150 100 1580 460 90 10 30 30 10 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 250 810 150 100 1580 460 90 10 30 30 10 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 250 810 150 100 1580 460 90 10 30 30 10 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 250 810 150 100 1580 460 90 10 30 30 10 20 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.25 0.75 1.00 0.33 0.67 Final Sat.: 1750 5700 1750 1750 5700 1750 1750 450 1350 1750 600 1200 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.14 0.09 0.06 0.28 0.26 0.05 0.02 0.02 0.02 0.02 0.02 Crit Moves: **** **** **** ****
Green Time: 13.9 24.1 24.1 16.9 27.1 27.1 7.0 10.0 10.0 7.0 10.0 10.0 Volume/Cap: 0.72 0.41 0.25 0.24 0.72 0.68 0.51 0.16 0.16 0.17 0.12 0.12 Delay/Veh: 33.2 17.7 16.7 21.7 19.4 20.7 32.5 26.6 26.6 29.3 26.4 26.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.2 17.7 16.7 21.7 19.4 20.7 32.5 26.6 26.6 29.3 26.4 26.4 LOS by Move: C B B C B C C C C C C C
HCM2k95thQ: 11 9 5 4 17 16 6 2 2 2 1 1
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #60: Great America Parkway / Old Mountain View-Alviso Road Signal=Protect/Rights=Include
Final Vol: 460 2287*** 100
Lanes: 1 0 3 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
90*** 1
Cycle Time (sec): 70
0 20

0 Loss Time (sec): 12
1 10 0 Critical V/C: 0.745 0 10***
1 Avg Crit Del (sec/veh): 31.0 0
47 0 Avg Delay (sec/veh): 25.2 1 30
LOS: C

Lanes: 1 0 3 0 1
Final Vol: 259*** 1184 150
Signal=Protect/Rights=Include
Street Name: Great America Parkway Old Mountain View-Alviso Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 250 810 150 100 1580 460 90 10 30 30 10 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 250 810 150 100 1580 460 90 10 30 30 10 20 Added Vol: 9 374 0 0 707 0 0 0 17 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 259 1184 150 100 2287 460 90 10 47 30 10 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 259 1184 150 100 2287 460 90 10 47 30 10 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 259 1184 150 100 2287 460 90 10 47 30 10 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 259 1184 150 100 2287 460 90 10 47 30 10 20 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.18 0.82 1.00 0.33 0.67 Final Sat.: 1750 5700 1750 1750 5700 1750 1750 316 1484 1750 600 1200 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.21 0.09 0.06 0.40 0.26 0.05 0.03 0.03 0.02 0.02 0.02 Crit Moves: **** **** **** ****
Green Time: 11.0 27.7 27.7 13.3 30.0 30.0 7.0 10.0 10.0 7.0 10.0 10.0 Volume/Cap: 0.94 0.53 0.22 0.30 0.94 0.61 0.51 0.22 0.22 0.17 0.12 0.12 Delay/Veh: 66.8 16.4 14.2 24.8 27.0 17.1 32.5 27.0 27.0 29.3 26.4 26.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.8 16.4 14.2 24.8 27.0 17.1 32.5 27.0 27.0 29.3 26.4 26.4 LOS by Move: E B B C C B C C C C C C
HCM2k95thQ: 14 12 4 4 27 15 6 3 3 2 1 1
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project AM
Intersection #61: Great America Parkway / City Place Parkway (Future Driveway) Signal=Protect/Rights=Include
Final Vol: 0 1640 10***
Lanes: 0 1 2 0 2

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
10*** 1
Cycle Time (sec): 90
1 10***

0 Loss Time (sec): 12
1 0 0 Critical V/C: 0.258 0 0
1 Avg Crit Del (sec/veh): 10.1 0
10 0 Avg Delay (sec/veh): 8.4 2 0
LOS: A

Lanes: 0 0 3 0 1
Final Vol: 0 1210*** 0
Signal=Protect/Rights=Include
Street Name: Greate America Parkway City Place Parkway (Future Drivew Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 7 0 10 7 0 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1210 0 10 1640 0 10 0 10 0 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 0 10 1640 0 10 0 10 0 0 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1210 0 10 1640 0 10 0 10 0 0 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1210 0 10 1640 0 10 0 10 0 0 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1210 0 10 1640 0 10 0 10 0 0 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1210 0 10 1640 0 10 0 10 0 0 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 0.98 0.92 0.92 1.00 0.95 0.83 1.00 0.95 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.00 0.00 1.00 2.00 0.00 2.00 Final Sat.: 0 5700 1750 3150 5600 0 1750 0 1800 3150 0 3600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.21 0.00 0.00 0.29 0.00 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** **** ****
Green Time: 0.0 54.0 0.0 7.0 61.0 0.0 7.0 0.0 17.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.35 0.00 0.04 0.43 0.00 0.07 0.00 0.03 0.00 0.00 0.03 Delay/Veh: 0.0 9.4 0.0 38.7 7.0 0.0 39.5 0.0 29.9 0.0 0.0 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.4 0.0 38.7 7.0 0.0 39.5 0.0 29.9 0.0 0.0 35.8 LOS by Move: A A A D A A D A C A A D
HCM2k95thQ: 0 11 0 0 13 0 1 0 1 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #61: Great America Parkway / City Place Parkway (Future Driveway) Signal=Protect/Rights=Include
Final Vol: 0 1763 610***
Lanes: 0 1 2 0 2

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
10*** 1
Cycle Time (sec): 90
1 332***

0 Loss Time (sec): 12
1 0 0 Critical V/C: 0.594 0 0
1 Avg Crit Del (sec/veh): 30.1 0
10 0 Avg Delay (sec/veh): 20.7 2 17
LOS: C

Lanes: 0 0 3 0 1
Final Vol: 0 1270*** 51
Signal=Protect/Rights=Include
Street Name: Greate America Parkway City Place Parkway (Future Drivew Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 7 0 10 7 0 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1210 0 10 1640 0 10 0 10 0 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 0 10 1640 0 10 0 10 0 0 10
Added Vol: 0 60 51 600 123 0 0 0 0 17 0 322
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1270 51 610 1763 0 10 0 10 17 0 332
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1270 51 610 1763 0 10 0 10 17 0 332
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1270 51 610 1763 0 10 0 10 17 0 332
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1270 51 610 1763 0 10 0 10 17 0 332
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.22 0.03 0.19 0.31 0.00 0.01 0.00 0.01 0.01 0.00 0.09 Crit Moves: **** **** **** ****
Green Time: 0.0 31.1 31.1 27.0 58.1 0.0 7.0 0.0 7.0 18.5 0.0 12.9 Volume/Cap: 0.00 0.64 0.08 0.64 0.49 0.00 0.07 0.00 0.07 0.03 0.00 0.64 Delay/Veh: 0.0 26.4 20.1 30.7 8.7 0.0 39.5 0.0 39.5 28.6 0.0 42.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 26.4 20.1 30.7 8.7 0.0 39.5 0.0 39.5 28.6 0.0 42.5 LOS by Move: A C C C A A D A D C A D
HCM2k95thQ: 0 18 2 15 14 0 1 0 1 1 0 10
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project AM
Intersection #63: Great America Parkway/Bunker Hill Lane Signal=Protect/Rights=Include
Final Vol: 180 1350*** 170
Lanes: 1 0 3 0 1

Signal=Permit Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
20 1
Cycle Time (sec): 60
0 20

0 Loss Time (sec): 9
1 20 1 Critical V/C: 0.460 1 10
1 Avg Crit Del (sec/veh): 13.3 0
30 0 Avg Delay (sec/veh): 13.2 1 70***
LOS: B

Lanes: 1 0 3 0 1
Final Vol: 200*** 1170 350
Signal=Protect/Rights=Include
Street Name: Great America Parkway Bunker Hill Lane
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 200 1170 350 170 1350 180 20 20 30 70 10 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 1170 350 170 1350 180 20 20 30 70 10 20 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 200 1170 350 170 1350 180 20 20 30 70 10 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 1170 350 170 1350 180 20 20 30 70 10 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 200 1170 350 170 1350 180 20 20 30 70 10 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 1170 350 170 1350 180 20 20 30 70 10 20 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 1750 5700 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.21 0.20 0.10 0.24 0.10 0.01 0.01 0.02 0.04 0.01 0.01 Crit Moves: **** **** ****
Green Time: 13.3 26.1 26.1 14.9 27.7 27.7 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.51 0.47 0.46 0.39 0.51 0.22 0.07 0.06 0.10 0.24 0.03 0.07 Delay/Veh: 21.7 12.2 12.4 19.4 11.6 9.9 21.2 21.1 21.3 22.1 21.0 21.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.7 12.2 12.4 19.4 11.6 9.9 21.2 21.1 21.3 22.1 21.0 21.1 LOS by Move: C B B B B A C C C C C C
HCM2k95thQ: 7 9 9 6 11 4 1 1 1 3 0 1
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #63: Great America Parkway/Bunker Hill Lane Signal=Protect/Rights=Include
Final Vol: 180 1491*** 170
Lanes: 1 0 3 0 1

Signal=Permit Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
20 1
Cycle Time (sec): 60
0 20

0 Loss Time (sec): 9
1 20 1 Critical V/C: 0.489 1 10
1 Avg Crit Del (sec/veh): 13.2 0
30 0 Avg Delay (sec/veh): 12.9 1 70***
LOS: B

Lanes: 1 0 3 0 1
Final Vol: 200*** 1282 350
Signal=Protect/Rights=Include
Street Name: Great America Parkway Bunker Hill Lane
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 200 1170 350 170 1350 180 20 20 30 70 10 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 1170 350 170 1350 180 20 20 30 70 10 20 Added Vol: 0 112 0 0 141 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 200 1282 350 170 1491 180 20 20 30 70 10 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 1282 350 170 1491 180 20 20 30 70 10 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 200 1282 350 170 1491 180 20 20 30 70 10 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 1282 350 170 1491 180 20 20 30 70 10 20 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.11 0.22 0.20 0.10 0.26 0.10 0.01 0.01 0.02 0.04 0.01 0.01 Crit Moves: **** **** ****
Green Time: 12.5 27.0 27.0 14.0 28.5 28.5 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.55 0.50 0.44 0.42 0.55 0.22 0.07 0.06 0.10 0.24 0.03 0.07 Delay/Veh: 23.1 11.9 11.7 20.2 11.4 9.3 21.2 21.1 21.3 22.1 21.0 21.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.1 11.9 11.7 20.2 11.4 9.3 21.2 21.1 21.3 22.1 21.0 21.1 LOS by Move: C B B C B A C C C C C C
HCM2k95thQ: 7 10 9 6 12 4 1 1 1 3 0 1
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-19
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background No Project AM
Intersection #89: Lafayette Street / Calle Del Mundo
Signal=Uncontrol/Rights=Include
Final Vol: 0 200 30
Lanes: 0 0 2 0 1

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 10

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.062 1! 0
0 Avg Crit Del (sec/veh): 0.6 0
0 0 Avg Delay (sec/veh): 0.6 0 10
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 10 1060 10
Signal=Uncontrol/Rights=Include
Street Name: Lafayette Street Calle Del Mundo
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 1060 10 30 200 0 0 0 0 10 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 1060 10 30 200 0 0 0 0 10 0 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 1060 10 30 200 0 0 0 0 10 0 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 1060 10 30 200 0 0 0 0 10 0 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 10 1060 10 30 200 0 0 0 0 10 0 10
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: 200 xxxx xxxxx 1070 xxxx xxxxx xxxx xxxx xxxxx 1245 1345 535 Potent Cap.: 1384 xxxx xxxxx 659 xxxx xxxxx xxxx xxxx xxxxx 169 153 495 Move Cap.: 1384 xxxx xxxxx 659 xxxx xxxxx xxxx xxxx xxxxx 162 145 495 Volume/Cap: 0.01 xxxx xxxx 0.05 xxxx xxxx xxxx xxxx xxxx 0.06 0.00 0.02 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 7.6 xxxx xxxxx 10.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * B * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 244 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.3 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 21.1 xxxxx Shared LOS: * * * * * * * * * * C *
ApproachDel: xxxxxx xxxxxx xxxxxx 21.1
ApproachLOS: * * * C
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #89 Lafayette Street / Calle Del Mundo
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Wed Apr 01 06:33:03 2020 Page 3-20
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 10 1060 10 30 200 0 0 0 0 10 0 10
ApproachDel: xxxxxx xxxxxx xxxxxx 21.1
------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=20]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=1330] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #89 Lafayette Street / Calle Del Mundo
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 10 1060 10 30 200 0 0 0 0 10 0 10
------------|---------------||---------------||---------------||---------------| Major Street Volume: 1310
Minor Approach Volume: 20
Minor Approach Volume Threshold: 192
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background Plus Project AM
Intersection #89: Lafayette Street / Calle Del Mundo
Signal=Uncontrol/Rights=Include
Final Vol: 0 219 30
Lanes: 0 0 2 0 1

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 10

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.063 1! 0
0 Avg Crit Del (sec/veh): 0.6 0
0 0 Avg Delay (sec/veh): 0.6 0 10
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 10 1065 10
Signal=Uncontrol/Rights=Include
Street Name: Lafayette Street Calle Del Mundo
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 1060 10 30 200 0 0 0 0 10 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 1060 10 30 200 0 0 0 0 10 0 10
Added Vol: 0 5 0 0 19 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 1065 10 30 219 0 0 0 0 10 0 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 1065 10 30 219 0 0 0 0 10 0 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 10 1065 10 30 219 0 0 0 0 10 0 10
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: 219 xxxx xxxxx 1075 xxxx xxxxx xxxx xxxx xxxxx 1260 1369 538 Potent Cap.: 1362 xxxx xxxxx 656 xxxx xxxxx xxxx xxxx xxxxx 165 148 493 Move Cap.: 1362 xxxx xxxxx 656 xxxx xxxxx xxxx xxxx xxxxx 159 140 493 Volume/Cap: 0.01 xxxx xxxx 0.05 xxxx xxxx xxxx xxxx xxxx 0.06 0.00 0.02 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 7.7 xxxx xxxxx 10.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * B * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 240 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.3 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 21.4 xxxxx Shared LOS: * * * * * * * * * * C *
ApproachDel: xxxxxx xxxxxx xxxxxx 21.4
ApproachLOS: * * * C
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #89 Lafayette Street / Calle Del Mundo
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Wed Apr 01 06:33:03 2020 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 10 1065 10 30 219 0 0 0 0 10 0 10
ApproachDel: xxxxxx xxxxxx xxxxxx 21.4
------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=20]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=1354] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #89 Lafayette Street / Calle Del Mundo
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 10 1065 10 30 219 0 0 0 0 10 0 10
------------|---------------||---------------||---------------||---------------| Major Street Volume: 1334
Minor Approach Volume: 20
Minor Approach Volume Threshold: 186
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project AM
Intersection #90: Laffeyette Street / Calle De Luna
Signal=Protect/Rights=Include
Final Vol: 0 210 40***
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 130***

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.495 1! 0
0 Avg Crit Del (sec/veh): 16.3 0
0 0 Avg Delay (sec/veh): 16.4 1 140
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 10 910*** 250
Signal=Protect/Rights=Include
Street Name: Lafayette Street Calle De Luna
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 0 0 0 0 10 0 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 910 250 40 210 0 0 0 0 140 0 130
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 910 250 40 210 0 0 0 0 140 0 130
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 910 250 40 210 0 0 0 0 140 0 130
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 910 250 40 210 0 0 0 0 140 0 130
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 910 250 40 210 0 0 0 0 140 0 130
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 910 250 40 210 0 0 0 0 140 0 130
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.56 0.44 1.00 2.00 0.00 0.00 0.00 0.00 1.35 0.00 0.65 Final Sat.: 1750 2902 797 1750 3800 0 0 0 0 2363 0 1138 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.31 0.31 0.02 0.06 0.00 0.00 0.00 0.00 0.06 0.00 0.11 Crit Moves: **** **** ****
Green Time: 28.2 61.6 61.6 7.0 40.3 0.0 0.0 0.0 0.0 22.4 0.0 22.4 Volume/Cap: 0.02 0.51 0.51 0.33 0.14 0.00 0.00 0.00 0.00 0.26 0.00 0.51 Delay/Veh: 25.9 11.0 11.0 45.8 18.9 0.0 0.0 0.0 0.0 32.1 0.0 34.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.9 11.0 11.0 45.8 18.9 0.0 0.0 0.0 0.0 32.1 0.0 34.8 LOS by Move: C B B D B A A A A C A C
HCM2k95thQ: 0 19 19 3 4 0 0 0 0 6 0 12
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #90: Laffeyette Street / Calle De Luna
Signal=Protect/Rights=Include
Final Vol: 0 210 59***
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 135***

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.663 1! 0
0 Avg Crit Del (sec/veh): 20.6 0
0 0 Avg Delay (sec/veh): 19.9 1 312
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 10 910*** 580
Signal=Protect/Rights=Include
Street Name: Lafayette Street Calle De Luna
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 0 0 0 0 10 0 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 910 250 40 210 0 0 0 0 140 0 130
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 910 250 40 210 0 0 0 0 140 0 130
Added Vol: 0 0 330 19 0 0 0 0 0 172 0 5
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 910 580 59 210 0 0 0 0 312 0 135
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 910 580 59 210 0 0 0 0 312 0 135
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 910 580 59 210 0 0 0 0 312 0 135
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 910 580 59 210 0 0 0 0 312 0 135
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.20 0.80 1.00 2.00 0.00 0.00 0.00 0.00 1.54 0.00 0.46 Final Sat.: 1750 2259 1440 1750 3800 0 0 0 0 2688 0 812 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.40 0.40 0.03 0.06 0.00 0.00 0.00 0.00 0.12 0.00 0.17 Crit Moves: **** **** ****
Green Time: 27.4 59.5 59.5 7.0 39.1 0.0 0.0 0.0 0.0 24.5 0.0 24.5 Volume/Cap: 0.02 0.68 0.68 0.48 0.14 0.00 0.00 0.00 0.00 0.47 0.00 0.68 Delay/Veh: 26.5 14.6 14.6 47.7 19.7 0.0 0.0 0.0 0.0 32.6 0.0 37.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.5 14.6 14.6 47.7 19.7 0.0 0.0 0.0 0.0 32.6 0.0 37.0 LOS by Move: C B B D B A A A A C A D
HCM2k95thQ: 1 29 29 5 4 0 0 0 0 12 0 18
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-27
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project AM
Intersection #1002: Stars and Stripes Drive / Avenue A
Signal=Stop/Rights=Include
Final Vol: 0 131 34***
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 33

1 Loss Time (sec): 0
1 0*** 0 Critical V/C: 0.210 0 0
1 Avg Crit Del (sec/veh): 8.6 1
0 0 Avg Delay (sec/veh): 8.6 0 115***
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 84 27***
Signal=Stop/Rights=Include
Street Name: Stars and Stripes Drive Avenue A
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0
Added Vol: 0 84 27 34 131 0 0 0 0 115 0 33
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 84 27 34 131 0 0 0 0 115 0 33
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 84 27 34 131 0 0 0 0 115 0 33
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 84 27 34 131 0 0 0 0 115 0 33
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 84 27 34 131 0 0 0 0 115 0 33
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.76 0.24 0.21 0.79 0.00 0.00 2.00 0.00 1.00 0.55 0.45 Final Sat.: 0 609 196 162 625 0 0 1294 0 620 399 321
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: xxxx 0.14 0.14 0.21 0.21 xxxx xxxx 0.00 xxxx 0.19 0.00 0.10 Crit Moves: **** **** **** ****
Delay/Veh: 0.0 8.0 8.0 8.6 8.6 0.0 0.0 0.0 0.0 9.5 7.7 7.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 8.0 8.0 8.6 8.6 0.0 0.0 0.0 0.0 9.5 7.7 7.7 LOS by Move: * A A A A * * * * A A A
ApproachDel: 8.0 8.6 xxxxxx 9.1
Delay Adj: 1.00 1.00 xxxxx 1.00
ApprAdjDel: 8.0 8.6 xxxxxx 9.1
LOS by Appr: A A * A
AllWayAvgQ: 0.1 0.1 0.1 0.2 0.2 0.2 0.0 0.0 0.0 0.2 0.0 0.0 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1002 Stars and Stripes Drive / Avenue A
******************************************************************************** COMPARE Wed Apr 01 06:33:03 2020 Page 3-28
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 0 1 0 0 1 0 0 0 0 1 0 1 0 0 1 0 1 0
Initial Vol: 0 84 27 34 131 0 0 0 0 115 0 33
------------|---------------||---------------||---------------||---------------| Major Street Volume: 276
Minor Approach Volume: 148
Minor Approach Volume Threshold: 698
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #1003: Centennial Boulevard / Stars and Stripes Drive Signal=Split/Rights=Include
Final Vol: 0 53*** 33
Lanes: 0 0 1! 0 0

Signal=Permit Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 60
0 0

1 Loss Time (sec): 12
1 5 0 Critical V/C: 0.206 0 40
1 Avg Crit Del (sec/veh): 15.9 1
56*** 0 Avg Delay (sec/veh): 22.5 0 233
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 108*** 46 65
Signal=Split/Rights=Include
Street Name: Centennial Boulevard Stars and Stripes Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 0 10 0 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 20 0 0 0 0 0 0 20 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 20 0 0 0 0 0 0 20 0 0
Added Vol: 108 46 45 33 53 0 0 5 56 213 40 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 108 46 65 33 53 0 0 5 56 233 40 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 46 65 33 53 0 0 5 56 233 40 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 108 46 65 33 53 0 0 5 56 233 40 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 46 65 33 53 0 0 5 56 233 40 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.95 0.95 0.95 0.95 0.92 Lanes: 0.70 0.30 1.00 0.38 0.62 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 1262 538 1750 691 1109 0 0 1800 1800 1800 1800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.09 0.04 0.05 0.05 0.00 0.00 0.00 0.03 0.13 0.02 0.00 Crit Moves: **** **** ****
Green Time: 24.4 24.4 24.4 13.6 13.6 0.0 0.0 10.0 10.0 10.0 10.0 0.0 Volume/Cap: 0.21 0.21 0.09 0.21 0.21 0.00 0.00 0.02 0.19 0.78 0.13 0.00 Delay/Veh: 11.7 11.7 11.0 19.1 19.1 0.0 0.0 20.9 21.8 34.4 21.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.7 11.7 11.0 19.1 19.1 0.0 0.0 20.9 21.8 34.4 21.3 0.0 LOS by Move: B B B B B A A C C C C A
HCM2k95thQ: 4 4 2 3 3 0 0 0 2 13 2 0
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project AM
Intersection #1004: Stars and Stripes Drive / Avenue B
Signal=Stop/Rights=Include
Final Vol: 19 0 33***
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 24

1 Loss Time (sec): 0
1 99*** 0 Critical V/C: 0.189 0 230
1 Avg Crit Del (sec/veh): 8.3 1
4 0 Avg Delay (sec/veh): 8.3 0 19***
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 24*** 0 36
Signal=Stop/Rights=Include
Street Name: Stars and Stripes Drive Avenue B
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 20 0 0 20 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 20 0 0 20 0
Added Vol: 24 0 36 33 0 19 0 79 4 19 210 24
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 24 0 36 33 0 19 0 99 4 19 230 24
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 0 36 33 0 19 0 99 4 19 230 24
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 24 0 36 33 0 19 0 99 4 19 230 24
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 0 36 33 0 19 0 99 4 19 230 24
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.40 0.00 0.60 0.63 0.00 0.37 0.00 1.92 0.08 0.14 1.68 0.18 Final Sat.: 299 0 449 455 0 262 0 1359 55 100 1238 132
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 xxxx 0.08 0.07 xxxx 0.07 xxxx 0.07 0.07 0.19 0.19 0.18 Crit Moves: **** **** **** ****
Delay/Veh: 7.9 0.0 7.9 8.1 0.0 8.1 0.0 8.0 8.0 8.7 8.6 8.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.9 0.0 7.9 8.1 0.0 8.1 0.0 8.0 8.0 8.7 8.6 8.5 LOS by Move: A * A A * A * A A A A A
ApproachDel: 7.9 8.1 8.0 8.6
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 7.9 8.1 8.0 8.6
LOS by Appr: A A A A
AllWayAvgQ: 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1004 Stars and Stripes Drive / Avenue B
******************************************************************************** COMPARE Wed Apr 01 06:33:03 2020 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0
Initial Vol: 24 0 36 33 0 19 0 99 4 19 230 24
------------|---------------||---------------||---------------||---------------| Major Street Volume: 376
Minor Approach Volume: 60
Minor Approach Volume Threshold: 622
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project AM
Intersection #1005: Stars and Stripes Drive / Avenue C
Signal=Stop/Rights=Include
Final Vol: 68 77*** 0
Lanes: 1 0 1 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
67*** 1
Cycle Time (sec): 100
0 0

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.257 0 0
0 Avg Crit Del (sec/veh): 9.0 0
22 1 Avg Delay (sec/veh): 9.0 0 0
LOS: A

Lanes: 1 0 1 0 0
Final Vol: 162 187*** 0
Signal=Stop/Rights=Include
Street Name: Stars and Stripes Drive Avenue C
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 20 20 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 20 20 0 0 0 0 0
Added Vol: 162 187 0 0 77 48 47 0 22 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 162 187 0 0 77 68 67 0 22 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 162 187 0 0 77 68 67 0 22 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 162 187 0 0 77 68 67 0 22 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 162 187 0 0 77 68 67 0 22 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 662 729 0 0 695 804 561 0 688 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.24 0.26 xxxx xxxx 0.11 0.08 0.12 xxxx 0.03 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 9.8 9.2 0.0 0.0 8.4 7.5 9.6 0.0 7.7 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.8 9.2 0.0 0.0 8.4 7.5 9.6 0.0 7.7 0.0 0.0 0.0 LOS by Move: A A * * A A A * A * * *
ApproachDel: 9.5 8.0 9.1 xxxxxx
Delay Adj: 1.00 1.00 1.00 xxxxx
ApprAdjDel: 9.5 8.0 9.1 xxxxxx
LOS by Appr: A A A *
AllWayAvgQ: 0.3 0.3 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1005 Stars and Stripes Drive / Avenue C
******************************************************************************** COMPARE Wed Apr 01 06:33:03 2020 Page 3-38
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0
Initial Vol: 162 187 0 0 77 68 67 0 22 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 494
Minor Approach Volume: 89
Minor Approach Volume Threshold: 677
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-40
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #1006: Avenue C / Station Road
Signal=Protect/Rights=Include
Final Vol: 86 48*** 10
Lanes: 0 1 0 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
66*** 1
Cycle Time (sec): 60
0 10

0 Loss Time (sec): 12
1 0 0 Critical V/C: 0.328 0 68***
1 Avg Crit Del (sec/veh): 20.0 0
77 0 Avg Delay (sec/veh): 19.8 1 20
LOS: B

Lanes: 1 0 0 1 0
Final Vol: 187*** 47 20
Signal=Protect/Rights=Include
Street Name: Avenue C Station Road
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 20 10 0 0 0 0 0 20 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 20 10 0 0 0 0 0 20 0 10
Added Vol: 187 47 0 0 48 86 66 0 77 0 68 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 187 47 20 10 48 86 66 0 77 20 68 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 187 47 20 10 48 86 66 0 77 20 68 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 187 47 20 10 48 86 66 0 77 20 68 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 187 47 20 10 48 86 66 0 77 20 68 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 1.00 0.95 0.92 0.95 0.95 Lanes: 1.00 0.70 0.30 1.00 0.36 0.64 1.00 0.00 1.00 1.00 0.87 0.13 Final Sat.: 1750 1263 537 1750 645 1155 1750 0 1800 1750 1569 231 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.04 0.04 0.01 0.07 0.07 0.04 0.00 0.04 0.01 0.04 0.04 Crit Moves: **** **** **** ****
Green Time: 18.3 18.2 18.2 12.8 12.7 12.7 7.0 0.0 10.0 7.0 10.0 10.0 Volume/Cap: 0.35 0.12 0.12 0.03 0.35 0.35 0.32 0.00 0.26 0.10 0.26 0.26 Delay/Veh: 16.6 15.2 15.2 18.7 20.7 20.7 25.2 0.0 22.2 23.9 22.2 22.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.6 15.2 15.2 18.7 20.7 20.7 25.2 0.0 22.2 23.9 22.2 22.2 LOS by Move: B B B B C C C A C C C C
HCM2k95thQ: 6 2 2 0 5 5 3 0 3 1 3 3
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:33:03 2020 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project AM
Intersection #1008: First Street / Avenue A
Signal=Stop/Rights=Include
Final Vol: 5 139*** 5
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
5*** 0
Cycle Time (sec): 0
0 24

0 Loss Time (sec): 0
0 5 1! Critical V/C: 0.175 1! 5
0 Avg Crit Del (sec/veh): 7.9 0
5 0 Avg Delay (sec/veh): 7.9 0 26***
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 5*** 118 5
Signal=Stop/Rights=Include
Street Name: Avenue A First Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 5 0 5 5 0 5 5 5 5 0 5 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 0 5 5 0 5 5 5 5 0 5 0
Added Vol: 0 118 0 0 139 0 0 0 0 26 0 24
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 5 118 5 5 139 5 5 5 5 26 5 24
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 118 5 5 139 5 5 5 5 26 5 24
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 5 118 5 5 139 5 5 5 5 26 5 24
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 118 5 5 139 5 5 5 5 26 5 24
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.04 0.92 0.04 0.03 0.94 0.03 0.34 0.33 0.33 0.47 0.09 0.44 Final Sat.: 33 778 33 28 792 28 256 256 256 372 72 343
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.15 0.15 0.18 0.18 0.18 0.02 0.02 0.02 0.07 0.07 0.07 Crit Moves: **** **** **** ****
Delay/Veh: 7.9 7.9 7.9 8.0 8.0 8.0 7.5 7.5 7.5 7.6 7.6 7.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.9 7.9 7.9 8.0 8.0 8.0 7.5 7.5 7.5 7.6 7.6 7.6 LOS by Move: A A A A A A A A A A A A
ApproachDel: 7.9 8.0 7.5 7.6
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 7.9 8.0 7.5 7.6
LOS by Appr: A A A A
AllWayAvgQ: 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1008 First Street / Avenue A
******************************************************************************** COMPARE Wed Apr 01 06:33:03 2020 Page 3-44
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0
Initial Vol: 5 118 5 5 139 5 5 5 5 26 5 24
------------|---------------||---------------||---------------||---------------| Major Street Volume: 277
Minor Approach Volume: 55
Minor Approach Volume Threshold: 562
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-47
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project AM
Intersection #1009: First Street / Centennial Boulevard Signal=Stop/Rights=Include
Final Vol: 5 38*** 5
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
5*** 0
Cycle Time (sec): 0
0 23***

0 Loss Time (sec): 0
0 5 1! Critical V/C: 0.117 1! 26
0 Avg Crit Del (sec/veh): 7.4 0
5 0 Avg Delay (sec/veh): 7.4 0 52
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 24 5*** 22
Signal=Stop/Rights=Include
Street Name: Centennial Avenue First Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 5 0 5 5 5 5 5 5 0 0 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 5 0 5 5 5 5 5 5 0 0 5
Added Vol: 24 0 22 0 33 0 0 0 0 52 26 18
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 24 5 22 5 38 5 5 5 5 52 26 23
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 5 22 5 38 5 5 5 5 52 26 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 24 5 22 5 38 5 5 5 5 52 26 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 5 22 5 38 5 5 5 5 52 26 23
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.47 0.10 0.43 0.10 0.80 0.10 0.34 0.33 0.33 0.51 0.26 0.23 Final Sat.: 409 85 375 88 668 88 287 287 287 444 222 196 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.06 0.06 0.06 0.06 0.06 0.02 0.02 0.02 0.12 0.12 0.12 Crit Moves: **** **** **** ****
Delay/Veh: 7.3 7.3 7.3 7.4 7.4 7.4 7.1 7.1 7.1 7.6 7.6 7.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.3 7.3 7.3 7.4 7.4 7.4 7.1 7.1 7.1 7.6 7.6 7.6 LOS by Move: A A A A A A A A A A A A
ApproachDel: 7.3 7.4 7.1 7.6
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 7.3 7.4 7.1 7.6
LOS by Appr: A A A A
AllWayAvgQ: 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1009 First Street / Centennial Boulevard
******************************************************************************** COMPARE Wed Apr 01 06:33:03 2020 Page 3-48
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0
Initial Vol: 24 5 22 5 38 5 5 5 5 52 26 23
------------|---------------||---------------||---------------||---------------| Major Street Volume: 116
Minor Approach Volume: 51
Minor Approach Volume Threshold: 794
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-51
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project AM
Intersection #1010: First Street / Avenue B
Signal=Stop/Rights=Include
Final Vol: 79 52*** 13
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
22*** 0
Cycle Time (sec): 0
0 104***

0 Loss Time (sec): 0
0 0 1! Critical V/C: 0.161 1! 18
0 Avg Crit Del (sec/veh): 7.5 0
0 0 Avg Delay (sec/veh): 7.5 0 0
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 24*** 0
Signal=Stop/Rights=Include
Street Name: Avenue B First Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0
Added Vol: 0 24 0 13 52 79 22 0 0 0 18 104
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 24 0 13 52 79 22 0 0 0 18 104
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 24 0 13 52 79 22 0 0 0 18 104
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 24 0 13 52 79 22 0 0 0 18 104
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 24 0 13 52 79 22 0 0 0 18 104
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 0.00 0.09 0.36 0.55 1.00 0.00 0.00 0.00 0.15 0.85 Final Sat.: 0 803 0 81 324 492 760 0 0 0 136 788
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: xxxx 0.03 xxxx 0.16 0.16 0.16 0.03 xxxx xxxx xxxx 0.13 0.13 Crit Moves: **** **** **** ****
Delay/Veh: 0.0 7.4 0.0 7.6 7.6 7.6 7.7 0.0 0.0 0.0 7.3 7.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 7.4 0.0 7.6 7.6 7.6 7.7 0.0 0.0 0.0 7.3 7.3 LOS by Move: * A * A A A A * * * A A
ApproachDel: 7.4 7.6 7.7 7.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 7.4 7.6 7.7 7.3
LOS by Appr: A A A A
AllWayAvgQ: 0.0 0.0 0.0 0.2 0.2 0.2 0.0 0.0 0.0 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1010 First Street / Avenue B
******************************************************************************** COMPARE Wed Apr 01 06:33:03 2020 Page 3-52
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 1 0 0 0 0 1! 0 0 1 0 0 0 0 0 0 0 1 0
Initial Vol: 0 24 0 13 52 79 22 0 0 0 18 104
------------|---------------||---------------||---------------||---------------| Major Street Volume: 168
Minor Approach Volume: 122
Minor Approach Volume Threshold: 695
--------------------------------------------------------------------------------

COMPARE Wed May 13 09:45:51 2020 Page 3-55
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background Plus Project AM
Intersection #1011: First Street / Avenue C
Signal=Uncontrol/Rights=Include
Final Vol: 225 134 0
Lanes: 0 1 1 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 0
0 0

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.000 0 0
0 Avg Crit Del (sec/veh): 0.0 0
0 1 Avg Delay (sec/veh): 0.0 0 0
LOS: A

Lanes: 0 0 1 0 0
Final Vol: 0 112 0
Signal=Uncontrol/Rights=Include
Street Name: Avenue C First Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0
Added Vol: 0 112 0 0 134 225 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 112 0 0 134 225 0 0 0 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 112 0 0 134 225 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 112 0 0 134 225 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 180 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 869 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 869 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
ApproachLOS: * * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #1011 First Street / Avenue C
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Wed May 13 09:45:51 2020 Page 3-56
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 0 0 1 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0
Initial Vol: 0 112 0 0 134 225 0 0 0 0 0 0
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| --------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1011 First Street / Avenue C
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 0 0 1 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0
Initial Vol: 0 112 0 0 134 225 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 471
Minor Approach Volume: 0
Minor Approach Volume Threshold: 544
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-59
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project AM
Intersection #1013: Second Street / Avenue A
Signal=Stop/Rights=Include
Final Vol: 0 184*** 108
Lanes: 0 1 0 0 1

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 0
0 185

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.258 1! 0
0 Avg Crit Del (sec/veh): 8.8 0
0 0 Avg Delay (sec/veh): 8.8 0 5***
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 42*** 5
Signal=Stop/Rights=Include
Street Name: Avenue A Second Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 5 0 0 0 0 0 0 5 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 5 0 0 0 0 0 0 5 0 0
Added Vol: 0 42 0 108 184 0 0 0 0 0 0 185
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 42 5 108 184 0 0 0 0 5 0 185
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 42 5 108 184 0 0 0 0 5 0 185
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 42 5 108 184 0 0 0 0 5 0 185
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 42 5 108 184 0 0 0 0 5 0 185
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.89 0.11 1.00 1.00 0.00 0.00 0.00 0.00 0.03 0.00 0.97 Final Sat.: 0 663 79 648 712 0 0 0 0 22 0 817
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: xxxx 0.06 0.06 0.17 0.26 xxxx xxxx xxxx xxxx 0.23 xxxx 0.23 Crit Moves: **** **** ****
Delay/Veh: 0.0 8.0 8.0 9.2 9.3 0.0 0.0 0.0 0.0 8.2 0.0 8.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 8.0 8.0 9.2 9.3 0.0 0.0 0.0 0.0 8.2 0.0 8.2 LOS by Move: * A A A A * * * * A * A
ApproachDel: 8.0 9.3 xxxxxx 8.2
Delay Adj: 1.00 1.00 xxxxx 1.00
ApprAdjDel: 8.0 9.3 xxxxxx 8.2
LOS by Appr: A A * A
AllWayAvgQ: 0.1 0.1 0.1 0.2 0.3 0.3 0.0 0.0 0.0 0.3 0.3 0.3 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1013 Second Street / Avenue A
******************************************************************************** COMPARE Wed Apr 01 06:33:03 2020 Page 3-60
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 0 42 5 108 184 0 0 0 0 5 0 185
------------|---------------||---------------||---------------||---------------| Major Street Volume: 339
Minor Approach Volume: 190
Minor Approach Volume Threshold: 658
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:33:03 2020 Page 3-63
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background Plus Project AM
Intersection #1014: Second Street / Centennial Boulevard Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 0
0 0

0 Loss Time (sec): 0
0 75 1! Critical V/C: 0.032 1! 166
0 Avg Crit Del (sec/veh): 1.0 0
38 0 Avg Delay (sec/veh): 1.0 0 5
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 23 0 5
Signal=Stop/Rights=Include
Street Name: Centennial Boulevard Second Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 5 0 5 0 0 0 0 0 5 5 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 0 5 0 0 0 0 0 5 5 0 0
Added Vol: 18 0 0 0 0 0 0 75 33 0 166 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 23 0 5 0 0 0 0 75 38 5 166 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 0 5 0 0 0 0 75 38 5 166 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 23 0 5 0 0 0 0 75 38 5 166 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: 270 270 94 xxxx xxxx xxxxx xxxx xxxx xxxxx 113 xxxx xxxxx Potent Cap.: 724 640 968 xxxx xxxx xxxxx xxxx xxxx xxxxx 1489 xxxx xxxxx Move Cap.: 722 638 968 xxxx xxxx xxxxx xxxx xxxx xxxxx 1489 xxxx xxxxx Volume/Cap: 0.03 0.00 0.01 xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * * * * * * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 756 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 9.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx Shared LOS: * A * * * * * * * A * *
ApproachDel: 9.9 xxxxxx xxxxxx xxxxxx
ApproachLOS: A * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #1014 Second Street / Centennial Boulevard ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Wed Apr 01 06:33:03 2020 Page 3-64
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0
Initial Vol: 23 0 5 0 0 0 0 75 38 5 166 0
ApproachDel: 9.9 xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=28]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=312] FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1014 Second Street / Centennial Boulevard ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0
Initial Vol: 23 0 5 0 0 0 0 75 38 5 166 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 284
Minor Approach Volume: 28
Minor Approach Volume Threshold: 555
--------------------------------------------------------------------------------

COMPARE Wed May 13 09:45:51 2020 Page 3-66
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project AM
Intersection #1017: Avenue A / City Place Parkway
Signal=Protect/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 60
0 0

0 Loss Time (sec): 9
0 369*** 1 Critical V/C: 0.217 2 122
1 Avg Crit Del (sec/veh): 7.2 0
293 0 Avg Delay (sec/veh): 13.2 1 5***
LOS: B

Lanes: 1 0 0 0 1
Final Vol: 227 0 5***
Signal=Protect/Rights=Include
Street Name: Avenue A City Place Parkway
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 0 0 0 0 10 10 7 10 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 5 0 0 0 0 10 0 5 10 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 5 0 0 0 0 10 0 5 10 0
Added Vol: 227 0 0 0 0 0 0 359 293 0 112 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 227 0 5 0 0 0 0 369 293 5 122 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 227 0 5 0 0 0 0 369 293 5 122 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 227 0 5 0 0 0 0 369 293 5 122 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 227 0 5 0 0 0 0 369 293 5 122 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.09 0.91 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 2061 1637 1750 3800 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.18 0.00 0.03 0.00 Crit Moves: **** **** ****
Green Time: 10.0 0.0 10.0 0.0 0.0 0.0 0.0 34.0 34.0 7.0 41.0 0.0 Volume/Cap: 0.78 0.00 0.02 0.00 0.00 0.00 0.00 0.32 0.32 0.02 0.05 0.00 Delay/Veh: 36.4 0.0 20.9 0.0 0.0 0.0 0.0 6.9 6.9 23.5 3.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.4 0.0 20.9 0.0 0.0 0.0 0.0 6.9 6.9 23.5 3.1 0.0 LOS by Move: D A C A A A A A A C A A
HCM2k95thQ: 13 0 0 0 0 0 0 7 7 0 1 0
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 1-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative
Background No Project PM Background Plus Project PM ??? ??? Avg Avg Avg Avg Avg
Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit
Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #8 Great America Parkway / Tasman Drive (CMP) D 51.8 0.992 63.1 F 109.1 1.178 137.5 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x

#9 Convention Center / Tasman Drive C 21.9 0.705 24.6 D 44.8 0.852 58.5 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #10 Avenue A (Future Driveway) / Tasman Drive B 13.7 0.693 13.7 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #11 Centennial Boulevard / Tasman Drive C 23.8 0.634 28.0 F 83.1 0.939 116.6 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #12 Avenue C / Tasman Drive B 12.3 0.604 13.4 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #13 Calle Del Sol / Tasman Drive B 19.0 0.704 17.9 D 36.9 0.969 51.7 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #60 Great America Parkway / Old Mountain View-Alviso Road D 37.2 0.783 45.8 E 65.8 0.897 95.9 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #61 Great America Parkway / City Place Parkway (Future A 9.3 0.364 11.3 C 22.5 0.681 29.7 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #63 Great America Parkway/Bunker Hill Lane B 15.7 0.531 14.8 B 15.7 0.559 14.7 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #89 Lafayette Street / Calle Del Mundo B 14.5 0.039 0.4 C 15.1 0.041 0.4 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #90 Laffeyette Street / Calle De Luna B 19.6 0.429 16.4 C 24.7 0.773 33.1 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1002 Stars and Stripes Drive / Avenue A A 9.4 0.373 9.4 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1003 Centennial Boulevard / Stars and Stripes Drive B 19.0 0.571 20.6 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1004 Stars and Stripes Drive / Avenue B A 9.7 0.358 9.7 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1005 Stars and Stripes Drive / Avenue C B 10.7 0.396 10.7 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1006 Avenue C / Station Road C 20.3 0.407 20.3 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1008 First Street / Avenue A A 8.9 0.339 8.9 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1009 First Street / Centennial Boulevard A 7.6 0.146 7.6 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1010 First Street / Avenue B A 8.1 0.225 8.1 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1011 First Street / Avenue C A 0.0 0.000 0.0 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1013 Second Street / Avenue A A 8.9 0.280 8.9 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1014 Second Street / Centennial Boulevard B 10.4 0.040 1.0 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x #1017 Avenue A / City Place Parkway B 14.7 0.413 15.5 ? xx.x x.xxx x.xxx xx.x xx.x ? xx.x x.xxx xx.x COMPARE Wed Apr 01 06:35:29 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project PM
Intersection #8: Great America Parkway / Tasman Drive (CMP) Signal=Protect/Rights=Include
Final Vol: 210 1380*** 380
Lanes: 0 1 2 0 2

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
160 2
Cycle Time (sec): 90
0 160

0 Loss Time (sec): 12
1 1010*** 1 Critical V/C: 0.992 1 710
1 Avg Crit Del (sec/veh): 63.1 0
170 0 Avg Delay (sec/veh): 51.8 2 630***
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 180*** 1220 610
Signal=Protect/Rights=Overlap
Street Name: Great America Parkway Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 180 1220 610 380 1380 210 160 1010 170 630 710 160 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1220 610 380 1380 210 160 1010 170 630 710 160 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 180 1220 610 380 1380 210 160 1010 170 630 710 160 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 1220 610 380 1380 210 160 1010 170 630 710 160 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 1220 610 380 1380 210 160 1010 170 630 710 160 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 1220 610 380 1380 210 160 1010 170 630 710 160 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.98 0.95 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 2.59 0.41 2.00 1.70 0.30 2.00 1.62 0.38 Final Sat.: 3150 5700 1750 3150 4859 739 3150 3167 533 3150 3019 680 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.21 0.35 0.12 0.28 0.28 0.05 0.32 0.32 0.20 0.24 0.24 Crit Moves: **** **** **** ****
Green Time: 7.0 20.5 38.2 11.6 25.1 25.1 11.4 28.2 28.2 17.7 34.5 34.5 Volume/Cap: 0.73 0.94 0.82 0.94 1.02 1.02 0.40 1.02 1.02 1.02 0.61 0.61 Delay/Veh: 51.6 47.0 30.1 68.3 59.8 59.8 36.8 61.9 61.9 76.9 23.2 23.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.6 47.0 30.1 68.3 59.8 59.8 36.8 61.9 61.9 76.9 23.2 23.2 LOS by Move: D D C E E E D E E E C C
HCM2k95thQ: 9 27 32 14 33 33 6 41 41 24 18 18
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #8: Great America Parkway / Tasman Drive (CMP) Signal=Protect/Rights=Include
Final Vol: 230 1426*** 452
Lanes: 0 1 2 0 2

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
200 2
Cycle Time (sec): 90
0 268

0 Loss Time (sec): 12
1 1180*** 1 Critical V/C: 1.178 1 944
1 Avg Crit Del (sec/veh): 137.5 0
170 0 Avg Delay (sec/veh): 109.1 2 955***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 180*** 1297 839
Signal=Protect/Rights=Overlap
Street Name: Great America Parkway Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 180 1220 610 380 1380 210 160 1010 170 630 710 160 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1220 610 380 1380 210 160 1010 170 630 710 160 Added Vol: 0 77 229 72 46 20 40 170 0 325 234 108
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 180 1297 839 452 1426 230 200 1180 170 955 944 268 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 1297 839 452 1426 230 200 1180 170 955 944 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 1297 839 452 1426 230 200 1180 170 955 944 268 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 1297 839 452 1426 230 200 1180 170 955 944 268 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.98 0.95 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 2.57 0.43 2.00 1.74 0.26 2.00 1.55 0.45 Final Sat.: 3150 5700 1750 3150 4821 778 3150 3234 466 3150 2881 818 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.23 0.48 0.14 0.30 0.30 0.06 0.36 0.36 0.30 0.33 0.33 Crit Moves: **** **** **** ****
Green Time: 7.0 17.7 40.0 11.1 21.8 21.8 9.4 26.9 26.9 22.3 39.8 39.8 Volume/Cap: 0.73 1.16 1.08 1.16 1.22 1.22 0.61 1.22 1.22 1.22 0.74 0.74 Delay/Veh: 51.6 118 80.8 136.3 141 140.8 41.7 140 139.7 145.0 22.7 22.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.6 118 80.8 136.3 141 140.8 41.7 140 139.7 145.0 22.7 22.7 LOS by Move: D F F F F F D F F F C C
HCM2k95thQ: 9 38 60 23 46 46 8 59 59 46 24 24
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project PM
Intersection #9: Convention Center / Tasman Drive
Signal=Split/Rights=Overlap
Final Vol: 10 0 10***
Lanes: 1 0 1 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
30 1
Cycle Time (sec): 90
0 10

0 Loss Time (sec): 12
1 1740*** 1 Critical V/C: 0.705 1 1270
1 Avg Crit Del (sec/veh): 24.6 0
30 0 Avg Delay (sec/veh): 21.9 1 70***
LOS: C

Lanes: 1 1 0 0 1
Final Vol: 310*** 0 90
Signal=Split/Rights=Overlap
Street Name: Convention Center Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 310 0 90 10 0 10 30 1740 30 70 1270 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 310 0 90 10 0 10 30 1740 30 70 1270 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 310 0 90 10 0 10 30 1740 30 70 1270 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 0 90 10 0 10 30 1740 30 70 1270 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 310 0 90 10 0 10 30 1740 30 70 1270 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 310 0 90 10 0 10 30 1740 30 70 1270 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 1.00 0.92 0.92 1.00 0.92 0.92 0.97 0.95 0.92 0.97 0.95 Lanes: 2.00 0.00 1.00 1.00 1.00 1.00 1.00 1.97 0.03 1.00 1.98 0.02 Final Sat.: 3550 0 1750 1750 1900 1750 1750 3637 63 1750 3671 29 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.00 0.05 0.01 0.00 0.01 0.02 0.48 0.48 0.04 0.35 0.35 Crit Moves: **** **** **** ****
Green Time: 10.0 0.0 17.0 10.0 0.0 20.6 10.6 51.0 51.0 7.0 47.4 47.4 Volume/Cap: 0.79 0.00 0.27 0.05 0.00 0.02 0.14 0.84 0.84 0.51 0.66 0.66 Delay/Veh: 49.0 0.0 31.7 35.9 0.0 26.9 35.9 19.5 19.5 43.2 16.3 16.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.0 0.0 31.7 35.9 0.0 26.9 35.9 19.5 19.5 43.2 16.3 16.3 LOS by Move: D A C D A C D B B D B B
HCM2k95thQ: 13 0 5 1 0 0 2 33 33 4 23 23
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #9: Convention Center / Tasman Drive
Signal=Split/Rights=Overlap
Final Vol: 10 0 10***
Lanes: 1 0 1 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
30 1
Cycle Time (sec): 90
0 10

0 Loss Time (sec): 12
1 2210*** 1 Critical V/C: 0.852 1 1936
1 Avg Crit Del (sec/veh): 58.5 0
30 0 Avg Delay (sec/veh): 44.8 1 70***
LOS: D

Base Vol: 310 0 90 10 0 10 30 1740 30 70 1270 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 310 0 90 10 0 10 30 1740 30 70 1270 10
Added Vol: 0 0 0 0 0 0 0 470 0 0 666 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 310 0 90 10 0 10 30 2210 30 70 1936 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 0 90 10 0 10 30 2210 30 70 1936 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 310 0 90 10 0 10 30 2210 30 70 1936 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 310 0 90 10 0 10 30 2210 30 70 1936 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 1.00 0.92 0.92 1.00 0.92 0.92 0.97 0.95 0.92 0.97 0.95 Lanes: 2.00 0.00 1.00 1.00 1.00 1.00 1.00 1.97 0.03 1.00 1.99 0.01 Final Sat.: 3550 0 1750 1750 1900 1750 1750 3650 50 1750 3681 19 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.00 0.05 0.01 0.00 0.01 0.02 0.61 0.61 0.04 0.53 0.53 Crit Moves: **** **** **** ****
Green Time: 10.0 0.0 17.0 10.0 0.0 17.5 7.5 51.0 51.0 7.0 50.5 50.5 Volume/Cap: 0.79 0.00 0.27 0.05 0.00 0.03 0.21 1.07 1.07 0.51 0.94 0.94 Delay/Veh: 49.0 0.0 31.7 35.9 0.0 29.4 39.2 60.4 60.4 43.2 27.1 27.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.0 0.0 31.7 35.9 0.0 29.4 39.2 60.4 60.4 43.2 27.1 27.1 LOS by Move: D A C D A C D E E D C C
HCM2k95thQ: 13 0 5 1 0 1 2 61 61 4 45 45
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #10: Avenue A (Future Driveway) / Tasman Drive Signal=Protect/Rights=Include
Final Vol: 315*** 0 0
Lanes: 1 0 0 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 90
0 125

0 Loss Time (sec): 6
1 0 2 Critical V/C: 0.693 1 1601***
0 Avg Crit Del (sec/veh): 13.7 0
0 0 Avg Delay (sec/veh): 13.7 0 0
LOS: B

Base Vol: 0 0 0 0 0 0 0 1970 0 0 1250 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1970 0 0 1250 0
Added Vol: 0 0 0 0 0 315 0 470 0 0 351 125
PasserByVol: 0 0 0 0 0 0 0 xxxx 0 0 0 0
Initial Fut: 0 0 0 0 0 315 0 -23 0 0 1601 125
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 315 0 0 0 0 1601 125
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 315 0 0 0 0 1601 125
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 315 0 0 0 0 1601 125
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 2.00 0.00 0.00 1.85 0.15 Final Sat.: 0 0 0 0 0 1750 0 3800 0 0 3432 268
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.47 0.47 Crit Moves: **** ****
Green Time: 0.0 0.0 0.0 0.0 0.0 23.4 0.0 0.0 0.0 0.0 60.6 60.6 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.69 0.00 0.00 0.00 0.00 0.69 0.69 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 34.6 0.0 0.0 0.0 0.0 9.8 9.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 34.6 0.0 0.0 0.0 0.0 9.8 9.8 LOS by Move: A A A A A C A A A A A A
HCM2k95thQ: 0 0 0 0 0 18 0 0 0 0 25 25
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project PM
Intersection #11: Centennial Boulevard / Tasman Drive
Signal=Split/Rights=Include
Final Vol: 10*** 0 10
Lanes: 1 0 0 1 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
10 2
Cycle Time (sec): 90
1 10

0 Loss Time (sec): 12
0 1960*** 1 Critical V/C: 0.634 2 1250
1 Avg Crit Del (sec/veh): 28.0 0
10 0 Avg Delay (sec/veh): 23.8 1 10***
LOS: C

Lanes: 0 0 1! 0 0
Final Vol: 0 0 10***
Signal=Split/Rights=Include
Street Name: Centennial Boulevard Tasman Drive
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 10 10 0 10 10 1960 10 10 1250 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 10 10 0 10 10 1960 10 10 1250 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 10 10 0 10 10 1960 10 10 1250 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 10 10 0 10 10 1960 10 10 1250 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 10 10 0 10 10 1960 10 10 1250 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 10 10 0 10 10 1960 10 10 1250 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.93 1.00 0.92 0.83 0.97 0.95 0.92 1.00 0.92 Lanes: 0.00 0.00 1.00 2.00 0.00 1.00 2.00 1.99 0.01 1.00 2.00 1.00 Final Sat.: 0 0 1750 3550 0 1750 3150 3681 19 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.53 0.53 0.01 0.33 0.01 Crit Moves: **** **** **** ****
Green Time: 0.0 0.0 10.0 10.0 0.0 10.0 11.1 51.0 51.0 7.0 46.9 46.9 Volume/Cap: 0.00 0.00 0.05 0.03 0.00 0.05 0.03 0.94 0.94 0.07 0.63 0.01 Delay/Veh: 0.0 0.0 36.3 35.8 0.0 36.3 34.8 27.9 27.9 39.5 16.9 10.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 36.3 35.8 0.0 36.3 34.8 27.9 27.9 39.5 16.9 10.4 LOS by Move: A A D D A D C C C D B B
HCM2k95thQ: 0 0 1 0 0 1 0 52 52 1 22 0
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #11: Centennial Boulevard / Tasman Drive
Signal=Split/Rights=Include
Final Vol: 50 0 755***
Lanes: 1 0 0 1 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
270 2
Cycle Time (sec): 90
1 91

0 Loss Time (sec): 12
0 2171*** 1 Critical V/C: 0.939 2 1687
1 Avg Crit Del (sec/veh): 116.6 0
10 0 Avg Delay (sec/veh): 83.1 1 10***
LOS: F

Base Vol: 0 0 10 10 0 10 10 1960 10 10 1250 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 10 10 0 10 10 1960 10 10 1250 10
Added Vol: 0 0 0 745 0 40 260 211 0 0 437 81
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 10 755 0 50 270 2171 10 10 1687 91
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 10 755 0 50 270 2171 10 10 1687 91
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 10 755 0 50 270 2171 10 10 1687 91
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 10 755 0 50 270 2171 10 10 1687 91
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.93 1.00 0.92 0.83 0.97 0.95 0.92 1.00 0.92 Lanes: 0.00 0.00 1.00 2.00 0.00 1.00 2.00 1.99 0.01 1.00 2.00 1.00 Final Sat.: 0 0 1750 3550 0 1750 3150 3683 17 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.01 0.21 0.00 0.03 0.09 0.59 0.59 0.01 0.44 0.05 Crit Moves: **** **** **** ****
Green Time: 0.0 0.0 10.0 16.2 0.0 16.2 8.4 44.8 44.8 7.0 43.4 43.4 Volume/Cap: 0.00 0.00 0.05 1.18 0.00 0.16 0.92 1.18 1.18 0.07 0.92 0.11 Delay/Veh: 0.0 0.0 36.3 134.8 0.0 32.2 75.9 111 111.0 39.5 30.7 13.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 36.3 134.8 0.0 32.2 75.9 111 111.0 39.5 30.7 13.0 LOS by Move: A A D F A C E F F D C B
HCM2k95thQ: 0 0 1 33 0 3 11 89 89 1 41 3
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #12: Avenue C / Tasman Drive
Signal=Protect/Rights=Include
Final Vol: 311*** 0 0
Lanes: 1 0 0 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0*** 0
Cycle Time (sec): 90
1 425

0 Loss Time (sec): 6
0 4 2 Critical V/C: 0.604 2 1466***
0 Avg Crit Del (sec/veh): 13.4 0
0 0 Avg Delay (sec/veh): 12.3 0 0
LOS: B

Base Vol: 0 0 0 0 0 0 0 1970 0 0 1260 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1970 0 0 1260 0
Added Vol: 0 0 0 0 0 311 0 745 0 0 206 425
PasserByVol: 0 0 0 0 0 0 0 xxxx 0 0 0 0
Initial Fut: 0 0 0 0 0 311 0 4 0 0 1466 425
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 311 0 4 0 0 1466 425
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 311 0 4 0 0 1466 425
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 311 0 4 0 0 1466 425
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.39 0.24 Crit Moves: **** **** ****
Green Time: 0.0 0.0 0.0 0.0 0.0 26.5 0.0 57.5 0.0 0.0 57.5 57.5 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.38 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 29.3 0.0 5.9 0.0 0.0 10.0 8.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 29.3 0.0 5.9 0.0 0.0 10.0 8.0 LOS by Move: A A A A A C A A A A A A
HCM2k95thQ: 0 0 0 0 0 16 0 0 0 0 20 11
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project PM
Intersection #13: Calle Del Sol / Tasman Drive
Signal=Split/Rights=Include
Final Vol: 80 0 360***
Lanes: 1 0 1! 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
140 2
Cycle Time (sec): 90
0 290

0 Loss Time (sec): 9
1 1560*** 2 Critical V/C: 0.704 1 790
0 Avg Crit Del (sec/veh): 17.9 0
0 0 Avg Delay (sec/veh): 19.0 0 0***
LOS: B

Base Vol: 0 0 0 360 0 80 140 1560 0 0 790 290
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 360 0 80 140 1560 0 0 790 290
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 360 0 80 140 1560 0 0 790 290
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 360 0 80 140 1560 0 0 790 290
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 360 0 80 140 1560 0 0 790 290
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 360 0 80 140 1560 0 0 790 290
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.83 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.90 0.00 1.10 2.00 2.00 0.00 0.00 1.45 0.55 Final Sat.: 0 0 0 1615 0 1929 3150 3800 0 0 2706 993
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.22 0.00 0.04 0.04 0.41 0.00 0.00 0.29 0.29 Crit Moves: **** **** ****
Green Time: 0.0 0.0 0.0 28.5 0.0 28.5 11.0 52.5 0.0 0.0 41.5 41.5 Volume/Cap: 0.00 0.00 0.00 0.70 0.00 0.13 0.36 0.70 0.00 0.00 0.63 0.63 Delay/Veh: 0.0 0.0 0.0 30.7 0.0 21.9 36.8 14.3 0.0 0.0 19.3 19.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 30.7 0.0 21.9 36.8 14.3 0.0 0.0 19.3 19.3 LOS by Move: A A A C A C D B A A B B
HCM2k95thQ: 0 0 0 21 0 3 4 27 0 0 21 21
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #13: Calle Del Sol / Tasman Drive
Signal=Split/Rights=Include
Final Vol: 437 0 360***
Lanes: 1 0 1! 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
554*** 2
Cycle Time (sec): 90
0 290

0 Loss Time (sec): 9
1 1891 2 Critical V/C: 0.969 1 1064***
0 Avg Crit Del (sec/veh): 51.7 0
0 0 Avg Delay (sec/veh): 36.9 0 0
LOS: D

Base Vol: 0 0 0 360 0 80 140 1560 0 0 790 290
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 360 0 80 140 1560 0 0 790 290
Added Vol: 0 0 0 0 0 357 414 331 0 0 274 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 360 0 437 554 1891 0 0 1064 290
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 360 0 437 554 1891 0 0 1064 290
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 360 0 437 554 1891 0 0 1064 290
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 360 0 437 554 1891 0 0 1064 290
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.62 0.00 1.38 2.00 2.00 0.00 0.00 1.56 0.44 Final Sat.: 0 0 0 1089 0 2411 3150 3800 0 0 2907 792
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.33 0.00 0.18 0.18 0.50 0.00 0.00 0.37 0.37 Crit Moves: **** **** ****
Green Time: 0.0 0.0 0.0 30.7 0.0 30.7 16.3 50.3 0.0 0.0 34.0 34.0 Volume/Cap: 0.00 0.00 0.00 0.97 0.00 0.53 0.97 0.89 0.00 0.00 0.97 0.97 Delay/Veh: 0.0 0.0 0.0 53.2 0.0 24.2 66.5 22.6 0.0 0.0 44.7 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 53.2 0.0 24.2 66.5 22.6 0.0 0.0 44.7 44.7 LOS by Move: A A A D A C E C A A D D
HCM2k95thQ: 0 0 0 39 0 15 21 42 0 0 37 37
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project PM
Intersection #60: Great America Parkway / Old Mountain View-Alviso Road Signal=Protect/Rights=Include
Final Vol: 100 1190 40***
Lanes: 1 0 3 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
510*** 1
Cycle Time (sec): 70
0 80

0 Loss Time (sec): 12
1 20 0 Critical V/C: 0.783 0 10***
1 Avg Crit Del (sec/veh): 45.8 0
170 0 Avg Delay (sec/veh): 37.2 1 130
LOS: D

Lanes: 1 0 3 0 1
Final Vol: 80 1620*** 30
Signal=Protect/Rights=Include
Street Name: Great America Parkway Old Mountain View-Alviso Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 80 1620 30 40 1190 100 510 20 170 130 10 80
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 80 1620 30 40 1190 100 510 20 170 130 10 80 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 80 1620 30 40 1190 100 510 20 170 130 10 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 80 1620 30 40 1190 100 510 20 170 130 10 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 80 1620 30 40 1190 100 510 20 170 130 10 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 80 1620 30 40 1190 100 510 20 170 130 10 80 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.11 0.89 1.00 0.11 0.89 Final Sat.: 1750 5700 1750 1750 5700 1750 1750 189 1611 1750 200 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.28 0.02 0.02 0.21 0.06 0.29 0.11 0.11 0.07 0.05 0.05 Crit Moves: **** **** **** ****
Green Time: 8.8 20.2 20.2 7.0 18.4 18.4 20.8 18.1 18.1 12.7 10.0 10.0 Volume/Cap: 0.36 0.98 0.06 0.23 0.79 0.22 0.98 0.41 0.41 0.41 0.35 0.35 Delay/Veh: 29.0 42.8 18.0 29.7 27.0 20.4 59.4 22.1 22.1 26.2 27.9 27.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.0 42.8 18.0 29.7 27.0 20.4 59.4 22.1 22.1 26.2 27.9 27.9 LOS by Move: C D B C C C E C C C C C
HCM2k95thQ: 3 26 1 2 16 4 32 8 8 6 4 4
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #60: Great America Parkway / Old Mountain View-Alviso Road Signal=Protect/Rights=Include
Final Vol: 100 1622 40***
Lanes: 1 0 3 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
510*** 1
Cycle Time (sec): 70
0 80

0 Loss Time (sec): 12
1 20 0 Critical V/C: 0.897 0 10***
1 Avg Crit Del (sec/veh): 95.9 0
202 0 Avg Delay (sec/veh): 65.8 1 130
LOS: E

Lanes: 1 0 3 0 1
Final Vol: 119 2162*** 30
Signal=Protect/Rights=Include
Street Name: Great America Parkway Old Mountain View-Alviso Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 80 1620 30 40 1190 100 510 20 170 130 10 80
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 80 1620 30 40 1190 100 510 20 170 130 10 80 Added Vol: 39 542 0 0 432 0 0 0 32 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 119 2162 30 40 1622 100 510 20 202 130 10 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 119 2162 30 40 1622 100 510 20 202 130 10 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 119 2162 30 40 1622 100 510 20 202 130 10 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 2162 30 40 1622 100 510 20 202 130 10 80 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.09 0.91 1.00 0.11 0.89 Final Sat.: 1750 5700 1750 1750 5700 1750 1750 162 1638 1750 200 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.38 0.02 0.02 0.28 0.06 0.29 0.12 0.12 0.07 0.05 0.05 Crit Moves: **** **** **** ****
Green Time: 7.8 23.2 23.2 7.0 22.3 22.3 17.8 16.4 16.4 11.5 10.0 10.0 Volume/Cap: 0.61 1.15 0.05 0.23 0.89 0.18 1.15 0.53 0.53 0.45 0.35 0.35 Delay/Veh: 35.0 95.5 16.0 29.7 28.7 17.4 114.9 24.7 24.7 27.6 27.9 27.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.0 95.5 16.0 29.7 28.7 17.4 114.9 24.7 24.7 27.6 27.9 27.9 LOS by Move: C F B C C B F C C C C C
HCM2k95thQ: 5 44 1 2 22 3 41 10 10 7 4 4
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project PM
Intersection #61: Great America Parkway / City Place Parkway (Future Driveway) Signal=Protect/Rights=Include
Final Vol: 10 1480 10***
Lanes: 0 1 2 0 2

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
10*** 1
Cycle Time (sec): 90
1 10***

0 Loss Time (sec): 12
1 0 0 Critical V/C: 0.364 0 0
1 Avg Crit Del (sec/veh): 11.3 0
10 0 Avg Delay (sec/veh): 9.3 2 0
LOS: A

Lanes: 0 0 3 0 1
Final Vol: 0 1730*** 0
Signal=Protect/Rights=Include
Street Name: Greate America Parkway City Place Parkway (Future Drivew Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 7 0 10 7 0 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1730 0 10 1480 10 10 0 10 0 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1730 0 10 1480 10 10 0 10 0 0 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1730 0 10 1480 10 10 0 10 0 0 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1730 0 10 1480 10 10 0 10 0 0 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1730 0 10 1480 10 10 0 10 0 0 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1730 0 10 1480 10 10 0 10 0 0 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 0.98 0.95 0.92 1.00 0.95 0.83 1.00 0.95 Lanes: 0.00 3.00 1.00 2.00 2.98 0.02 1.00 0.00 1.00 2.00 0.00 2.00 Final Sat.: 0 5700 1750 3150 5562 38 1750 0 1800 3150 0 3600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.30 0.00 0.00 0.27 0.27 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** **** ****
Green Time: 0.0 54.0 0.0 7.0 61.0 61.0 7.0 0.0 17.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.51 0.00 0.04 0.39 0.39 0.07 0.00 0.03 0.00 0.00 0.03 Delay/Veh: 0.0 10.9 0.0 38.7 6.7 6.7 39.5 0.0 29.9 0.0 0.0 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 10.9 0.0 38.7 6.7 6.7 39.5 0.0 29.9 0.0 0.0 35.8 LOS by Move: A B A D A A D A C A A D
HCM2k95thQ: 0 16 0 0 11 11 1 0 1 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #61: Great America Parkway / City Place Parkway (Future Driveway) Signal=Protect/Rights=Include
Final Vol: 10 1552 403***
Lanes: 0 1 2 0 2

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
10*** 1
Cycle Time (sec): 90
1 483***

0 Loss Time (sec): 12
1 0 0 Critical V/C: 0.681 0 0
1 Avg Crit Del (sec/veh): 29.7 0
10 0 Avg Delay (sec/veh): 22.5 2 65
LOS: C

Lanes: 0 0 3 0 1
Final Vol: 0 1838*** 117
Signal=Protect/Rights=Include
Street Name: Greate America Parkway City Place Parkway (Future Drivew Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 7 0 10 7 0 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1730 0 10 1480 10 10 0 10 0 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1730 0 10 1480 10 10 0 10 0 0 10
Added Vol: 0 108 117 393 72 0 0 0 0 65 0 473
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1838 117 403 1552 10 10 0 10 65 0 483
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1838 117 403 1552 10 10 0 10 65 0 483
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1838 117 403 1552 10 10 0 10 65 0 483
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1838 117 403 1552 10 10 0 10 65 0 483
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 0.98 0.95 0.92 1.00 0.95 0.83 1.00 0.95 Lanes: 0.00 3.00 1.00 2.00 2.98 0.02 1.00 0.00 1.00 2.00 0.00 2.00 Final Sat.: 0 5700 1750 3150 5564 36 1750 0 1800 3150 0 3600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.32 0.07 0.13 0.28 0.28 0.01 0.00 0.01 0.02 0.00 0.13 Crit Moves: **** **** **** ****
Green Time: 0.0 39.2 39.2 15.5 54.7 54.7 7.0 0.0 7.0 21.7 0.0 16.3 Volume/Cap: 0.00 0.74 0.15 0.74 0.46 0.46 0.07 0.00 0.07 0.09 0.00 0.74 Delay/Veh: 0.0 23.2 15.8 44.1 10.0 10.0 39.5 0.0 39.5 26.6 0.0 42.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.2 15.8 44.1 10.0 10.0 39.5 0.0 39.5 26.6 0.0 42.3 LOS by Move: A C B D B B D A D C A D
HCM2k95thQ: 0 24 5 12 14 14 1 0 1 2 0 13
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project PM
Intersection #63: Great America Parkway/Bunker Hill Lane Signal=Protect/Rights=Include
Final Vol: 30 1400*** 50
Lanes: 1 0 3 0 1

Signal=Permit Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
140 1
Cycle Time (sec): 60
0 110

0 Loss Time (sec): 9
1 20 1 Critical V/C: 0.531 1 30
1 Avg Crit Del (sec/veh): 14.8 0
270 0 Avg Delay (sec/veh): 15.7 1 310***
LOS: B

Lanes: 1 0 3 0 1
Final Vol: 50*** 1340 50
Signal=Protect/Rights=Include
Street Name: Great America Parkway Bunker Hill Lane
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 50 1340 50 50 1400 30 140 20 270 310 30 110
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1340 50 50 1400 30 140 20 270 310 30 110 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 50 1340 50 50 1400 30 140 20 270 310 30 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 1340 50 50 1400 30 140 20 270 310 30 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1340 50 50 1400 30 140 20 270 310 30 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 1340 50 50 1400 30 140 20 270 310 30 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.03 0.24 0.03 0.03 0.25 0.02 0.08 0.01 0.15 0.18 0.02 0.06 Crit Moves: **** **** ****
Green Time: 7.0 21.8 21.8 10.8 25.6 25.6 18.4 18.4 18.4 18.4 18.4 18.4 Volume/Cap: 0.24 0.65 0.08 0.16 0.58 0.04 0.26 0.03 0.50 0.58 0.05 0.20 Delay/Veh: 24.7 16.7 12.6 21.0 13.4 10.1 15.9 14.6 17.7 19.0 14.6 15.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.7 16.7 12.6 21.0 13.4 10.1 15.9 14.6 17.7 19.0 14.6 15.5 LOS by Move: C B B C B B B B B B B B
HCM2k95thQ: 2 12 1 2 12 1 5 1 10 12 1 4
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #63: Great America Parkway/Bunker Hill Lane Signal=Protect/Rights=Include
Final Vol: 30 1537*** 50
Lanes: 1 0 3 0 1

Signal=Permit Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
140 1
Cycle Time (sec): 60
0 110

0 Loss Time (sec): 9
1 20 1 Critical V/C: 0.559 1 30
1 Avg Crit Del (sec/veh): 14.7 0
270 0 Avg Delay (sec/veh): 15.7 1 310***
LOS: B

Lanes: 1 0 3 0 1
Final Vol: 50*** 1564 50
Signal=Protect/Rights=Include
Street Name: Great America Parkway Bunker Hill Lane
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 50 1340 50 50 1400 30 140 20 270 310 30 110
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1340 50 50 1400 30 140 20 270 310 30 110 Added Vol: 0 224 0 0 137 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 50 1564 50 50 1537 30 140 20 270 310 30 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 1564 50 50 1537 30 140 20 270 310 30 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1564 50 50 1537 30 140 20 270 310 30 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 1564 50 50 1537 30 140 20 270 310 30 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.03 0.27 0.03 0.03 0.27 0.02 0.08 0.01 0.15 0.18 0.02 0.06 Crit Moves: **** **** ****
Green Time: 7.0 23.5 23.5 10.0 26.6 26.6 17.4 17.4 17.4 17.4 17.4 17.4 Volume/Cap: 0.24 0.70 0.07 0.17 0.61 0.04 0.28 0.04 0.53 0.61 0.05 0.22 Delay/Veh: 24.7 16.3 11.4 21.7 13.2 9.5 16.7 15.3 18.8 20.5 15.3 16.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.7 16.3 11.4 21.7 13.2 9.5 16.7 15.3 18.8 20.5 15.3 16.3 LOS by Move: C B B C B A B B B C B B
HCM2k95thQ: 2 14 1 2 14 1 5 1 10 12 1 4
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-19
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background No Project PM
Intersection #89: Lafayette Street / Calle Del Mundo
Signal=Uncontrol/Rights=Include
Final Vol: 0 1090 30
Lanes: 0 0 2 0 1

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 10

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.039 1! 0
0 Avg Crit Del (sec/veh): 0.4 0
0 0 Avg Delay (sec/veh): 0.4 0 10
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 10 310 10
Signal=Uncontrol/Rights=Include
Street Name: Lafayette Street Calle Del Mundo
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 310 10 30 1090 0 0 0 0 10 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 310 10 30 1090 0 0 0 0 10 0 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 310 10 30 1090 0 0 0 0 10 0 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 310 10 30 1090 0 0 0 0 10 0 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 10 310 10 30 1090 0 0 0 0 10 0 10
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: 1090 xxxx xxxxx 320 xxxx xxxxx xxxx xxxx xxxxx 940 1485 160 Potent Cap.: 648 xxxx xxxxx 1251 xxxx xxxxx xxxx xxxx xxxxx 266 126 863 Move Cap.: 648 xxxx xxxxx 1251 xxxx xxxxx xxxx xxxx xxxxx 258 121 863 Volume/Cap: 0.02 xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.04 0.00 0.01 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 10.6 xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: B * * A * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 397 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.2 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.5 xxxxx Shared LOS: * * * * * * * * * * B *
ApproachDel: xxxxxx xxxxxx xxxxxx 14.5
ApproachLOS: * * * B
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #89 Lafayette Street / Calle Del Mundo
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Wed Apr 01 06:35:29 2020 Page 3-20
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 10 310 10 30 1090 0 0 0 0 10 0 10
ApproachDel: xxxxxx xxxxxx xxxxxx 14.5
------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=20]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=1470] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #89 Lafayette Street / Calle Del Mundo
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 10 310 10 30 1090 0 0 0 0 10 0 10
------------|---------------||---------------||---------------||---------------| Major Street Volume: 1450
Minor Approach Volume: 20
Minor Approach Volume Threshold: 157
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background Plus Project PM
Intersection #89: Lafayette Street / Calle Del Mundo
Signal=Uncontrol/Rights=Include
Final Vol: 0 1125 30
Lanes: 0 0 2 0 1

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 10

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.041 1! 0
0 Avg Crit Del (sec/veh): 0.4 0
0 0 Avg Delay (sec/veh): 0.4 0 10
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 10 334 10
Signal=Uncontrol/Rights=Include
Street Name: Lafayette Street Calle Del Mundo
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 310 10 30 1090 0 0 0 0 10 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 310 10 30 1090 0 0 0 0 10 0 10
Added Vol: 0 24 0 0 35 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 334 10 30 1125 0 0 0 0 10 0 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 334 10 30 1125 0 0 0 0 10 0 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 10 334 10 30 1125 0 0 0 0 10 0 10
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: 1125 xxxx xxxxx 344 xxxx xxxxx xxxx xxxx xxxxx 982 1544 172 Potent Cap.: 628 xxxx xxxxx 1226 xxxx xxxxx xxxx xxxx xxxxx 250 116 848 Move Cap.: 628 xxxx xxxxx 1226 xxxx xxxxx xxxx xxxx xxxxx 242 111 848 Volume/Cap: 0.02 xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.04 0.00 0.01 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 10.8 xxxx xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: B * * A * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 377 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.2 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 15.1 xxxxx Shared LOS: * * * * * * * * * * C *
ApproachDel: xxxxxx xxxxxx xxxxxx 15.1
ApproachLOS: * * * C
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #89 Lafayette Street / Calle Del Mundo
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Wed Apr 01 06:35:29 2020 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 10 334 10 30 1125 0 0 0 0 10 0 10
ApproachDel: xxxxxx xxxxxx xxxxxx 15.1
------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=20]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=1529] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #89 Lafayette Street / Calle Del Mundo
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 10 334 10 30 1125 0 0 0 0 10 0 10
------------|---------------||---------------||---------------||---------------| Major Street Volume: 1509
Minor Approach Volume: 20
Minor Approach Volume Threshold: 143
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background No Project PM
Intersection #90: Laffeyette Street / Calle De Luna
Signal=Protect/Rights=Include
Final Vol: 0 950*** 160
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 60***

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.429 1! 0
0 Avg Crit Del (sec/veh): 16.4 0
0 0 Avg Delay (sec/veh): 19.6 1 370
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 0*** 270 250
Signal=Protect/Rights=Include
Street Name: Lafayette Street Calle De Luna
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 0 0 0 0 10 0 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 270 250 160 950 0 0 0 0 370 0 60
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 270 250 160 950 0 0 0 0 370 0 60
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 270 250 160 950 0 0 0 0 370 0 60
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 270 250 160 950 0 0 0 0 370 0 60
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 270 250 160 950 0 0 0 0 370 0 60
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 270 250 160 950 0 0 0 0 370 0 60
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.01 0.99 1.00 2.00 0.00 0.00 0.00 0.00 1.76 0.00 0.24 Final Sat.: 1750 1920 1778 1750 3800 0 0 0 0 3071 0 429 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.14 0.14 0.09 0.25 0.00 0.00 0.00 0.00 0.12 0.00 0.14 Crit Moves: **** **** ****
Green Time: 0.0 35.4 35.4 23.0 58.3 0.0 0.0 0.0 0.0 32.7 0.0 32.7 Volume/Cap: 0.00 0.40 0.40 0.40 0.43 0.00 0.00 0.00 0.00 0.37 0.00 0.43 Delay/Veh: 0.0 24.5 24.5 33.3 11.7 0.0 0.0 0.0 0.0 26.0 0.0 26.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 24.5 24.5 33.3 11.7 0.0 0.0 0.0 0.0 26.0 0.0 26.7 LOS by Move: A C C C B A A A A C A C
HCM2k95thQ: 0 12 12 9 15 0 0 0 0 11 0 13
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #90: Laffeyette Street / Calle De Luna
Signal=Protect/Rights=Include
Final Vol: 0 950 195***
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 84***

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.773 1! 0
0 Avg Crit Del (sec/veh): 33.1 0
0 0 Avg Delay (sec/veh): 24.7 1 760
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 0 270 572***
Signal=Protect/Rights=Include
Street Name: Lafayette Street Calle De Luna
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 0 0 0 0 10 0 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 270 250 160 950 0 0 0 0 370 0 60
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 270 250 160 950 0 0 0 0 370 0 60
Added Vol: 0 0 322 35 0 0 0 0 0 390 0 24
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 270 572 195 950 0 0 0 0 760 0 84
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 270 572 195 950 0 0 0 0 760 0 84
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 270 572 195 950 0 0 0 0 760 0 84
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 270 572 195 950 0 0 0 0 760 0 84
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 1.82 0.00 0.18 Final Sat.: 1750 1900 1750 1750 3800 0 0 0 0 3183 0 317 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.14 0.33 0.11 0.25 0.00 0.00 0.00 0.00 0.24 0.00 0.27 Crit Moves: **** **** ****
Green Time: 0.0 42.3 42.3 14.4 56.7 0.0 0.0 0.0 0.0 34.3 0.0 34.3 Volume/Cap: 0.00 0.34 0.77 0.77 0.44 0.00 0.00 0.00 0.00 0.70 0.00 0.77 Delay/Veh: 0.0 19.5 28.2 55.0 12.6 0.0 0.0 0.0 0.0 30.1 0.0 32.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 19.5 28.2 55.0 12.6 0.0 0.0 0.0 0.0 30.1 0.0 32.9 LOS by Move: A B C D B A A A A C A C
HCM2k95thQ: 0 11 31 15 16 0 0 0 0 23 0 27
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-27
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project PM
Intersection #1002: Stars and Stripes Drive / Avenue A
Signal=Stop/Rights=Include
Final Vol: 0 153*** 141
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 49

1 Loss Time (sec): 0
1 0*** 0 Critical V/C: 0.373 0 0
1 Avg Crit Del (sec/veh): 9.4 1
0 0 Avg Delay (sec/veh): 9.4 0 33***
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 117*** 169
Signal=Stop/Rights=Include
Street Name: Stars and Stripes Drive Avenue A
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0
Added Vol: 0 117 169 141 153 0 0 0 0 33 0 49
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 117 169 141 153 0 0 0 0 33 0 49
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 117 169 141 153 0 0 0 0 33 0 49
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 117 169 141 153 0 0 0 0 33 0 49
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 117 169 141 153 0 0 0 0 33 0 49
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.41 0.59 0.48 0.52 0.00 0.00 2.00 0.00 0.80 0.20 1.00 Final Sat.: 0 354 512 378 410 0 0 1125 0 442 107 660
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: xxxx 0.33 0.33 0.37 0.37 xxxx xxxx 0.00 xxxx 0.07 0.00 0.07 Crit Moves: **** **** **** ****
Delay/Veh: 0.0 9.0 9.0 10.1 10.1 0.0 0.0 0.0 0.0 9.1 9.1 8.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.0 9.0 10.1 10.1 0.0 0.0 0.0 0.0 9.1 9.1 8.0 LOS by Move: * A A B B * * * * A A A
ApproachDel: 9.0 10.1 xxxxxx 8.5
Delay Adj: 1.00 1.00 xxxxx 1.00
ApprAdjDel: 9.0 10.1 xxxxxx 8.5
LOS by Appr: A B * A
AllWayAvgQ: 0.5 0.5 0.5 0.6 0.6 0.6 0.0 0.0 0.0 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1002 Stars and Stripes Drive / Avenue A
******************************************************************************** COMPARE Wed Apr 01 06:35:29 2020 Page 3-28
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 0 1 0 0 1 0 0 0 0 1 0 1 0 0 1 0 1 0
Initial Vol: 0 117 169 141 153 0 0 0 0 33 0 49
------------|---------------||---------------||---------------||---------------| Major Street Volume: 580
Minor Approach Volume: 82
Minor Approach Volume Threshold: 464
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #1003: Centennial Boulevard / Stars and Stripes Drive Signal=Split/Rights=Include
Final Vol: 0 50*** 20
Lanes: 0 0 1! 0 0

Signal=Permit Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 60
0 0

1 Loss Time (sec): 12
1 23 0 Critical V/C: 0.571 0 6
1 Avg Crit Del (sec/veh): 20.6 1
287 0 Avg Delay (sec/veh): 19.0 0 407***
LOS: B

Lanes: 0 1 0 0 1
Final Vol: 220 125*** 99
Signal=Split/Rights=Include
Street Name: Centennial Boulevard Stars and Stripes Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 0 10 0 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 144 0 20 0 0 0 0 0 0 20 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 144 0 20 0 0 0 0 0 0 20 0 0
Added Vol: 76 125 79 20 50 0 0 23 287 387 6 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 220 125 99 20 50 0 0 23 287 407 6 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 220 125 99 20 50 0 0 23 287 407 6 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 220 125 99 20 50 0 0 23 287 407 6 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 220 125 99 20 50 0 0 23 287 407 6 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.95 0.95 0.95 0.95 0.92 Lanes: 0.64 0.36 1.00 0.29 0.71 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 1148 652 1750 514 1286 0 0 1800 1800 1800 1800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.19 0.06 0.04 0.04 0.00 0.00 0.01 0.16 0.23 0.00 0.00 Crit Moves: **** **** ****
Green Time: 17.4 17.4 17.4 10.0 10.0 0.0 0.0 20.6 20.6 20.6 20.6 0.0 Volume/Cap: 0.66 0.66 0.19 0.23 0.23 0.00 0.00 0.04 0.47 0.66 0.01 0.00 Delay/Veh: 21.8 21.8 16.2 22.1 22.1 0.0 0.0 13.1 15.9 19.3 13.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.8 21.8 16.2 22.1 22.1 0.0 0.0 13.1 15.9 19.3 13.0 0.0 LOS by Move: C C B C C A A B B B B A
HCM2k95thQ: 12 12 3 3 3 0 0 1 9 15 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project PM
Intersection #1004: Stars and Stripes Drive / Avenue B
Signal=Stop/Rights=Include
Final Vol: 14 0 20***
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 56

1 Loss Time (sec): 0
1 113*** 0 Critical V/C: 0.358 0 356
1 Avg Crit Del (sec/veh): 9.7 1
29 0 Avg Delay (sec/veh): 9.7 0 80***
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 43 0 67***
Signal=Stop/Rights=Include
Street Name: Stars and Stripes Drive Avenue B
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 20 0 0 20 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 20 0 0 20 0
Added Vol: 43 0 67 20 0 14 0 93 29 80 336 56
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 0 67 20 0 14 0 113 29 80 356 56
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 0 67 20 0 14 0 113 29 80 356 56
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 0 67 20 0 14 0 113 29 80 356 56
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 0 67 20 0 14 0 113 29 80 356 56
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.39 0.00 0.61 0.59 0.00 0.41 0.00 1.59 0.41 0.32 1.45 0.23 Final Sat.: 263 0 410 371 0 260 0 1060 281 223 1029 167 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 xxxx 0.16 0.05 xxxx 0.05 xxxx 0.11 0.10 0.36 0.35 0.34 Crit Moves: **** **** **** ****
Delay/Veh: 8.9 0.0 8.9 8.5 0.0 8.5 0.0 8.5 8.3 10.6 10.3 9.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.9 0.0 8.9 8.5 0.0 8.5 0.0 8.5 8.3 10.6 10.3 9.9 LOS by Move: A * A A * A * A A B B A
ApproachDel: 8.9 8.5 8.5 10.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.9 8.5 8.5 10.3
LOS by Appr: A A A B
AllWayAvgQ: 0.2 0.2 0.2 0.0 0.0 0.0 0.1 0.1 0.1 0.5 0.5 0.5 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1004 Stars and Stripes Drive / Avenue B
******************************************************************************** COMPARE Wed Apr 01 06:35:29 2020 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0
Initial Vol: 43 0 67 20 0 14 0 113 29 80 356 56
------------|---------------||---------------||---------------||---------------| Major Street Volume: 634
Minor Approach Volume: 110
Minor Approach Volume Threshold: 442
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project PM
Intersection #1005: Stars and Stripes Drive / Avenue C
Signal=Stop/Rights=Include
Final Vol: 51 262*** 0
Lanes: 1 0 1 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
84*** 1
Cycle Time (sec): 100
0 0

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.396 0 0
0 Avg Crit Del (sec/veh): 10.7 0
50 1 Avg Delay (sec/veh): 10.7 0 0
LOS: B

Lanes: 1 0 1 0 0
Final Vol: 239*** 185 0
Signal=Stop/Rights=Include
Street Name: Stars and Stripes Drive Avenue C
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 20 20 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 20 20 0 0 0 0 0
Added Vol: 239 185 0 0 262 31 64 0 50 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 239 185 0 0 262 51 84 0 50 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 239 185 0 0 262 51 84 0 50 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 239 185 0 0 262 51 84 0 50 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 239 185 0 0 262 51 84 0 50 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 622 679 0 0 661 752 511 0 613 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.38 0.27 xxxx xxxx 0.40 0.07 0.16 xxxx 0.08 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 11.8 9.8 0.0 0.0 11.4 7.7 10.5 0.0 8.6 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.8 9.8 0.0 0.0 11.4 7.7 10.5 0.0 8.6 0.0 0.0 0.0 LOS by Move: B A * * B A B * A * * *
ApproachDel: 10.9 10.8 9.8 xxxxxx
Delay Adj: 1.00 1.00 1.00 xxxxx
ApprAdjDel: 10.9 10.8 9.8 xxxxxx
LOS by Appr: B B A *
AllWayAvgQ: 0.6 0.4 0.0 0.0 0.6 0.1 0.2 0.0 0.1 0.0 0.0 0.0 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1005 Stars and Stripes Drive / Avenue C
******************************************************************************** COMPARE Wed Apr 01 06:35:29 2020 Page 3-38
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0
Initial Vol: 239 185 0 0 262 51 84 0 50 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 737
Minor Approach Volume: 134
Minor Approach Volume Threshold: 505
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-40
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #1006: Avenue C / Station Road
Signal=Protect/Rights=Include
Final Vol: 82 31*** 10
Lanes: 0 1 0 0 1

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
112 1
Cycle Time (sec): 60
0 10

0 Loss Time (sec): 12
1 0 0 Critical V/C: 0.407 0 139
1 Avg Crit Del (sec/veh): 20.3 0
262*** 0 Avg Delay (sec/veh): 20.3 1 20***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 185*** 64 0
Signal=Protect/Rights=Include
Street Name: Avenue C Station Road
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 10 0 0 0 0 0 20 0 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 10 0 0 0 0 0 20 0 10
Added Vol: 185 64 0 0 31 82 112 0 262 0 139 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 185 64 0 10 31 82 112 0 262 20 139 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 64 0 10 31 82 112 0 262 20 139 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 64 0 10 31 82 112 0 262 20 139 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 64 0 10 31 82 112 0 262 20 139 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.92 0.92 0.95 0.95 0.92 1.00 0.95 0.92 0.95 0.95 Lanes: 1.00 1.00 0.00 1.00 0.27 0.73 1.00 0.00 1.00 1.00 0.93 0.07 Final Sat.: 1750 1800 0 1750 494 1306 1750 0 1800 1750 1679 121 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.04 0.00 0.01 0.06 0.06 0.06 0.00 0.15 0.01 0.08 0.08 Crit Moves: **** **** **** ****
Green Time: 13.0 13.6 0.0 9.5 10.0 10.0 10.3 0.0 18.0 7.0 14.7 14.7 Volume/Cap: 0.49 0.16 0.00 0.04 0.38 0.38 0.37 0.00 0.49 0.10 0.34 0.34 Delay/Veh: 21.5 18.8 0.0 21.4 23.0 23.0 22.8 0.0 17.9 23.9 19.1 19.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.5 18.8 0.0 21.4 23.0 23.0 22.8 0.0 17.9 23.9 19.1 19.1 LOS by Move: C B A C C C C A B C B B
HCM2k95thQ: 8 2 0 0 5 5 5 0 9 1 5 5
Note: Queue reported is the number of cars per lane.

COMPARE Wed Apr 01 06:35:29 2020 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project PM
Intersection #1008: First Street / Avenue A
Signal=Stop/Rights=Include
Final Vol: 5 266*** 6
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
5*** 0
Cycle Time (sec): 0
0 55***

0 Loss Time (sec): 0
0 5 1! Critical V/C: 0.339 1! 5
0 Avg Crit Del (sec/veh): 8.9 0
5 0 Avg Delay (sec/veh): 8.9 0 27
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 5 166*** 5
Signal=Stop/Rights=Include
Street Name: Avenue A First Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 5 0 5 5 0 5 5 5 5 0 5 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 0 5 5 0 5 5 5 5 0 5 0
Added Vol: 0 166 0 1 266 0 0 0 0 27 0 55
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 5 166 5 6 266 5 5 5 5 27 5 55
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 166 5 6 266 5 5 5 5 27 5 55
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 5 166 5 6 266 5 5 5 5 27 5 55
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 166 5 6 266 5 5 5 5 27 5 55
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.03 0.94 0.03 0.02 0.96 0.02 0.34 0.33 0.33 0.31 0.06 0.63 Final Sat.: 23 750 23 18 785 15 226 226 226 226 42 461
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.22 0.22 0.22 0.34 0.34 0.34 0.02 0.02 0.02 0.12 0.12 0.12 Crit Moves: **** **** **** ****
Delay/Veh: 8.6 8.6 8.6 9.4 9.4 9.4 7.9 7.9 7.9 8.1 8.1 8.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.6 8.6 8.6 9.4 9.4 9.4 7.9 7.9 7.9 8.1 8.1 8.1 LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.6 9.4 7.9 8.1
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.6 9.4 7.9 8.1
LOS by Appr: A A A A
AllWayAvgQ: 0.3 0.3 0.3 0.5 0.5 0.5 0.0 0.0 0.0 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1008 First Street / Avenue A
******************************************************************************** COMPARE Wed Apr 01 06:35:29 2020 Page 3-44
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0
Initial Vol: 5 166 5 6 266 5 5 5 5 27 5 55
------------|---------------||---------------||---------------||---------------| Major Street Volume: 453
Minor Approach Volume: 87
Minor Approach Volume Threshold: 431
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-47
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project PM
Intersection #1009: First Street / Centennial Boulevard Signal=Stop/Rights=Include
Final Vol: 5 25*** 5
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
5 0
Cycle Time (sec): 0
0 27

0 Loss Time (sec): 0
0 5*** 1! Critical V/C: 0.146 1! 27***
0 Avg Crit Del (sec/veh): 7.6 0
6 0 Avg Delay (sec/veh): 7.6 0 49
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 55*** 5 70
Signal=Stop/Rights=Include
Street Name: Centennial Avenue First Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 5 0 5 5 5 5 5 5 0 0 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 5 0 5 5 5 5 5 5 0 0 5
Added Vol: 55 0 70 0 20 0 0 0 1 49 27 22
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 55 5 70 5 25 5 5 5 6 49 27 27
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 5 70 5 25 5 5 5 6 49 27 27
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 55 5 70 5 25 5 5 5 6 49 27 27
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 5 70 5 25 5 5 5 6 49 27 27
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 0.04 0.54 0.14 0.72 0.14 0.31 0.31 0.38 0.48 0.26 0.26 Final Sat.: 376 34 478 118 590 118 259 259 310 396 218 218 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.15 0.15 0.04 0.04 0.04 0.02 0.02 0.02 0.12 0.12 0.12 Crit Moves: **** **** **** ****
Delay/Veh: 7.6 7.6 7.6 7.4 7.4 7.4 7.3 7.3 7.3 7.8 7.8 7.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.6 7.6 7.6 7.4 7.4 7.4 7.3 7.3 7.3 7.8 7.8 7.8 LOS by Move: A A A A A A A A A A A A
ApproachDel: 7.6 7.4 7.3 7.8
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 7.6 7.4 7.3 7.8
LOS by Appr: A A A A
AllWayAvgQ: 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1009 First Street / Centennial Boulevard
******************************************************************************** COMPARE Wed Apr 01 06:35:29 2020 Page 3-48
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0
Initial Vol: 55 5 70 5 25 5 5 5 6 49 27 27
------------|---------------||---------------||---------------||---------------| Major Street Volume: 165
Minor Approach Volume: 103
Minor Approach Volume Threshold: 700
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-51
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project PM
Intersection #1010: First Street / Avenue B
Signal=Stop/Rights=Include
Final Vol: 76*** 34 31
Lanes: 0 0 1! 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
70*** 0
Cycle Time (sec): 0
0 170

0 Loss Time (sec): 0
0 5 1! Critical V/C: 0.225 1! 22
0 Avg Crit Del (sec/veh): 8.1 0
5 0 Avg Delay (sec/veh): 8.1 0 5***
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 5 56*** 5
Signal=Stop/Rights=Include
Street Name: Avenue B First Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 5 0 5 5 0 0 0 5 5 5 0 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 0 5 5 0 0 0 5 5 5 0 5
Added Vol: 0 56 0 26 34 76 70 0 0 0 22 165
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 5 56 5 31 34 76 70 5 5 5 22 170
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 56 5 31 34 76 70 5 5 5 22 170
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 5 56 5 31 34 76 70 5 5 5 22 170
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 56 5 31 34 76 70 5 5 5 22 170
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.07 0.85 0.08 0.22 0.24 0.54 0.88 0.06 0.06 0.03 0.11 0.86 Final Sat.: 56 625 56 176 193 431 641 46 46 22 98 757
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.09 0.09 0.18 0.18 0.18 0.11 0.11 0.11 0.22 0.22 0.22 Crit Moves: **** **** **** ****
Delay/Veh: 8.0 8.0 8.0 8.1 8.1 8.1 8.2 8.2 8.2 8.0 8.0 8.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.0 8.0 8.0 8.1 8.1 8.1 8.2 8.2 8.2 8.0 8.0 8.0 LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.0 8.1 8.2 8.0
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.0 8.1 8.2 8.0
LOS by Appr: A A A A
AllWayAvgQ: 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.3 0.3 0.3 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1010 First Street / Avenue B
******************************************************************************** COMPARE Wed Apr 01 06:35:29 2020 Page 3-52
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0
Initial Vol: 5 56 5 31 34 76 70 5 5 5 22 170
------------|---------------||---------------||---------------||---------------| Major Street Volume: 277
Minor Approach Volume: 141
Minor Approach Volume Threshold: 562
--------------------------------------------------------------------------------

COMPARE Wed May 13 09:34:34 2020 Page 3-55
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background Plus Project PM
Intersection #1011: First Street / Avenue C
Signal=Uncontrol/Rights=Include
Final Vol: 178 113 0
Lanes: 0 1 1 0 0

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 0
0 0

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.000 0 0
0 Avg Crit Del (sec/veh): 0.0 0
0 1 Avg Delay (sec/veh): 0.0 0 0
LOS: A

Lanes: 0 0 1 0 0
Final Vol: 0 176 0
Signal=Uncontrol/Rights=Include
Street Name: Avenue C First Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0
Added Vol: 0 176 0 0 113 178 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 176 0 0 113 178 0 0 0 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 176 0 0 113 178 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 176 0 0 113 178 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 146 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 907 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 907 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
ApproachLOS: * * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #1011 First Street / Avenue C
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Wed May 13 09:34:34 2020 Page 3-56
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 0 0 1 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0
Initial Vol: 0 176 0 0 113 178 0 0 0 0 0 0
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| --------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1011 First Street / Avenue C
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 0 0 1 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0
Initial Vol: 0 176 0 0 113 178 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 467
Minor Approach Volume: 0
Minor Approach Volume Threshold: 547
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-59
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM 4-Way Stop (Future Volume Alternative)
Background Plus Project PM
Intersection #1013: Second Street / Avenue A
Signal=Stop/Rights=Include
Final Vol: 0 93 125***
Lanes: 0 1 0 0 1

Signal=Stop Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 0
0 226***

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.280 1! 0
0 Avg Crit Del (sec/veh): 8.9 0
0 0 Avg Delay (sec/veh): 8.9 0 5
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 136*** 5
Signal=Stop/Rights=Include
Street Name: Avenue A Second Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 5 0 0 0 0 0 0 5 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 5 0 0 0 0 0 0 5 0 0
Added Vol: 0 136 0 125 93 0 0 0 0 0 0 226
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 136 5 125 93 0 0 0 0 5 0 226
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 136 5 125 93 0 0 0 0 5 0 226
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 136 5 125 93 0 0 0 0 5 0 226
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 136 5 125 93 0 0 0 0 5 0 226
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.96 0.04 1.00 1.00 0.00 0.00 0.00 0.00 0.02 0.00 0.98 Final Sat.: 0 704 26 622 681 0 0 0 0 18 0 806
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: xxxx 0.19 0.19 0.20 0.14 xxxx xxxx xxxx xxxx 0.28 xxxx 0.28 Crit Moves: **** **** ****
Delay/Veh: 0.0 8.8 8.8 9.7 8.6 0.0 0.0 0.0 0.0 8.7 0.0 8.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 8.8 8.8 9.7 8.6 0.0 0.0 0.0 0.0 8.7 0.0 8.7 LOS by Move: * A A A A * * * * A * A
ApproachDel: 8.8 9.2 xxxxxx 8.7
Delay Adj: 1.00 1.00 xxxxx 1.00
ApprAdjDel: 8.8 9.2 xxxxxx 8.7
LOS by Appr: A A * A
AllWayAvgQ: 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.3 0.3 0.3 Note: Queue reported is the number of cars per lane.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1013 Second Street / Avenue A
******************************************************************************** COMPARE Wed Apr 01 06:35:29 2020 Page 3-60
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Lanes: 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 0 136 5 125 93 0 0 0 0 5 0 226
------------|---------------||---------------||---------------||---------------| Major Street Volume: 359
Minor Approach Volume: 231
Minor Approach Volume Threshold: 638
--------------------------------------------------------------------------------

COMPARE Wed Apr 01 06:35:29 2020 Page 3-63
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background Plus Project PM
Intersection #1014: Second Street / Centennial Boulevard Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 0
0 0

0 Loss Time (sec): 0
0 105 1! Critical V/C: 0.040 1! 204
0 Avg Crit Del (sec/veh): 1.0 0
20 0 Avg Delay (sec/veh): 1.0 0 5
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 27 0 5
Signal=Stop/Rights=Include
Street Name: Centennial Boulevard Second Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 5 0 5 0 0 0 0 0 0 5 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 0 5 0 0 0 0 0 0 5 0 0
Added Vol: 22 0 0 0 0 0 0 105 20 0 204 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 27 0 5 0 0 0 0 105 20 5 204 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 0 5 0 0 0 0 105 20 5 204 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 27 0 5 0 0 0 0 105 20 5 204 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: 329 329 115 xxxx xxxx xxxxx xxxx xxxx xxxxx 125 xxxx xxxxx Potent Cap.: 670 593 943 xxxx xxxx xxxxx xxxx xxxx xxxxx 1474 xxxx xxxxx Move Cap.: 668 591 943 xxxx xxxx xxxxx xxxx xxxx xxxxx 1474 xxxx xxxxx Volume/Cap: 0.04 0.00 0.01 xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * * * * * * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 700 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx Shrd ConDel:xxxxx 10.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * B * * * * * * * A * *
ApproachDel: 10.4 xxxxxx xxxxxx xxxxxx
ApproachLOS: B * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #1014 Second Street / Centennial Boulevard ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Wed Apr 01 06:35:29 2020 Page 3-64
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0
Initial Vol: 27 0 5 0 0 0 0 105 20 5 204 0
ApproachDel: 10.4 xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=32]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=366] FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1014 Second Street / Centennial Boulevard ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0
Initial Vol: 27 0 5 0 0 0 0 105 20 5 204 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 334
Minor Approach Volume: 32
Minor Approach Volume Threshold: 512
--------------------------------------------------------------------------------

COMPARE Wed May 13 09:34:34 2020 Page 3-66
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to ARUP, SAN FRANCISCO Santa Clara City Place
Phase 1 and 2 DAP Traffic Analysis December 2019
Background Conditions
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background Plus Project PM
Intersection #1017: Avenue A / City Place Parkway
Signal=Protect/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 60
0 0

0 Loss Time (sec): 9
0 301*** 1 Critical V/C: 0.413 2 186
1 Avg Crit Del (sec/veh): 15.5 0
218 0 Avg Delay (sec/veh): 14.7 1 5***
LOS: B

Lanes: 1 0 0 0 1
Final Vol: 363*** 0 5
Signal=Protect/Rights=Include
Street Name: Avenue A City Place Parkway
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 0 10 0 0 0 0 10 10 7 10 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 5 0 0 0 0 10 0 5 10 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 5 0 0 0 0 10 0 5 10 0
Added Vol: 363 0 0 0 0 0 0 291 218 0 176 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 363 0 5 0 0 0 0 301 218 5 186 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 363 0 5 0 0 0 0 301 218 5 186 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 363 0 5 0 0 0 0 301 218 5 186 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 363 0 5 0 0 0 0 301 218 5 186 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.14 0.86 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 0 0 0 2145 1553 1750 3800 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.14 0.00 0.05 0.00 Crit Moves: **** **** ****
Green Time: 26.2 0.0 26.2 0.0 0.0 0.0 0.0 17.8 17.8 7.0 24.8 0.0 Volume/Cap: 0.47 0.00 0.01 0.00 0.00 0.00 0.00 0.47 0.47 0.02 0.12 0.00 Delay/Veh: 12.4 0.0 9.5 0.0 0.0 0.0 0.0 17.6 17.6 23.5 10.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.4 0.0 9.5 0.0 0.0 0.0 0.0 17.6 17.6 23.5 10.9 0.0 LOS by Move: B A A A A A A B B C B A
HCM2k95thQ: 11 0 0 0 0 0 0 8 8 0 2 0
Note: Queue reported is the number of cars per lane.

Appendix C
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*UHDW$PHULFD3NZ\ 7DVPDQ
'ULYH&XPXODWLYH3URMHFW$0 04/02/2020
Synchro 9 Report

Page 1 ends

City Council and Authorities ConcurrentDecember 8, 2022

City Council and Authorities Concurrent
December 8, 2022