Exhibit D - Initial Study-MND and Appendices — San Jose City Council, August 9, 2022 (part 10 of 10)

Table 9: Left-Turn Vehicle Queue Analysis
Intersection Movement
Available
Storage
Length¹
(feet)
Peak Hour
Number
of Project
Trips
Added
Projected Queue Length² (feet)
Background No
Project
Background
Plus Project

1. North First St/
Trinity Park Dr NBL 200 AMPM
10 11
150
175
150
175

2. North First St/
Bay Vista Dr NBL 120 AMPM
29 32 Does not exist 2525

5. North First St/
SR 237 EB Ramps SBL 240 AMPM
10 15
175
525
200
550

7. Great America Pkwy/
SR 237 EB Ramps EBL 280 AMPM
8 9
250
250
275
250
Notes:

1. Maximum storage length for single lane. Where no pocket exists, the length of the left-turn lane is reported.

2. 95% queue length for single lane with longest queue. Assumes 25 feet per vehicle in queue.

Bold text indicates available storage is exceeded.

Source: Fehr & Peers, July 2020.

Under Background No Project conditions, the southbound left-turn pocket at the intersection of North First Street and SR 237 Eastbound Ramps exceeds the available storage length during the PM peak hour. The Project adds 15 trips at that movement, resulting in an addition of one car, or about 25 feet, to the 95th percentile left-turn vehicle queue. It should be noted that the queuing issue at this intersection is attributed primarily to other Background projects because the Project only adds fifteen trips to the southbound leftturn movement during the PM peak hour and the queue length already exceeds the storage capacity under Background No Project Conditions. There currently is not capacity to extend the current southbound leftturn pocket at the SR 237 Eastbound Ramps without shortening the northbound left-turn storage at the SR 237 westbound ramps.

Project Site
# Study Intersection
3 4
1 2
5 Existing Conditions Peak Hour
Intersection Traffic Volumes, Lane Configurations and Traffic Controls Figure 9
SJ20-1997_9_Vol-Existing
Project Site Study Intersection # New Intersection with Project XX (YY) AM (PM) Peak Hour Trac Volumes Signalized Intersection STOP Stop Sign

1. North 1st St/Trinity Park Dr/Anderson Alley
Anderson Alley Trinity Park Dr N 1st St

6. Great America Pkwy/SR 237 WB Ramps
SR 237 WB Ramp
Great America Pkwy

7. Great America Pkwy/SR 237 EB Ramps
SR 237 EB Ramp
Great America Pkwy

3. North 1st Street/Nortech Parkway
Driveway Nortech Pkwy N 1st St

4. North 1st Street/SR 237 WB Ramps
SR 237 WB On SR 237 WB Off N 1st St

5. North 1st Street/Oakcrest/SR 237 EB Ramps
Oakcrest Estates SR 237 EB On N 1st St

2. North 1st St/Bay Vista Drive
Bay Vista Dr
N 1st St
156
STOP
(155)
5 (21)
214 (384)
4 (4)
19 (6)
297 (191)
349 (442)
7 (7)
294 (165)
224 (87)
(12) (3) 323 (428)
26 (11)
3 (26)
75 (234)
997 (612)549 (108)
122 (117)292 (866)
98 (91)
2 (4)
96 (231)
12 (26)
1,033 (712)
282 (343)
23 (5)
17 (5)
14 (14) 6 (8) 257 (529)
111 (530)
148 (11)
3 (7)
745 (207)
126 (357)273 (432)
445 (249)146 (126)
141 (226)
9 (3)
856 (553)
217 (644)361 (808)
193 (169)
2 (13)
454 (125)955 (627) 45 (50)
CF
C
A F
C
C

ACE F ACE AAF
AACC
CE
ABF
AE
ACCF
AACCE
ABF
AACC
CE
ABF
BF
CCEF
ACC
0 (0)0 (0)0 (0)
0 (0)
0 (0)
0 (0) 0 (0) 0 (0)
0 (0)
0 (0)
0 (0)
0 (0)

1. North 1st Street/Nortech Parkway
Driveway Nortech Pkwy N 1st St BF
ACE
ACE
ABF 0 (0)
0 (0)
0 (0)0 (0)
0 (0)
0 (0)
0 (0)

2. North 1st Street/SR 237 WB Ramps
SR 237 WB On SR 237 WB Off N 1st St
AACC
CE
ABF 0 (0)
0 (0)0 (0)
0 (0)
0 (0) 0 (0) 0 (0)
0 (0)
0 (0)
0 (0)
0 (0)

3. North 1st Street/Oakcrest/SR 237 EB Ramps
Oakcrest Estates SR 237 EB On N 1st St AF
ACCF
AACCE
ABF
SR 237 EB Off-ramp
Project Site
# Study Intersection
Background without Project Peak Hour
Intersection Traffic Volumes, Lane Configurations and Traffic Controls Figure 10
SJ20-1997_10_Vol-Backgrnd
Project Site Study Intersection # New Intersection with Project XX (YY) AM (PM) Peak Hour Trac Volumes Signalized Intersection STOP Stop Sign

1. North 1st St/Trinity Park Dr/Anderson Alley
Anderson Alley Trinity Park Dr N 1st St

6. Great America Pkwy/SR 237 WB Ramps
SR 237 WB Ramp
Great America Pkwy

7. Great America Pkwy/SR 237 EB Ramps
SR 237 EB Ramp
Great America Pkwy

3. North 1st Street/Nortech Parkway
Driveway Nortech Pkwy N 1st St

4. North 1st Street/SR 237 WB Ramps
SR 237 WB On SR 237 WB Off N 1st St

5. North 1st Street/Oakcrest/SR 237 EB Ramps
Oakcrest Estates SR 237 EB On N 1st St

2. North 1st St/Bay Vista Drive
Bay Vista Dr
N 1st St
176 (155)
22 (58)
5 (175)
214 (384)0 (5)
107 (186)
486 (426)
407 (691)
503 (62)
403 (397)736 (182)
122 (502) 0 (3) 379 (674)
28 (14)
6 (29)
155 (690)
1,001 (627)1,196 (426)
170 (317)525 (1,751)
433 (198)
2 (4)
117 (239)
12 (27)
1,564 (1,091)
297 (379)
30 (14)
20 (5)
14 (16) 11 (18) 425 (1,082)
204 (866)
329 (94)
4 (8)
858 (279)
126 (358)455 (524)
459 (310)
218 (377)
167 (262)
9 (4)
861 (563)
345 (710)363 (809)
250 (197)
2 (13)
459 (131)1,002 (767) 76 (175)
BF
AC
C
C
ACE
BF
ACE
ABF
AACC
CE
ABF
AE
ACCF
AACCE
ABF
AACC
CE
ABF
BF
CCEF
ACC
34 (80)
13 (36)
AE
4 (4)
24 (55)
AE
0 (0)
0 (0)
0 (0)
0 (0)
Project Site
# Study Intersection
Background with Project Peak Hour
Intersection Traffic Volumes, Lane Configurations and Traffic Controls Figure 11
SJ20-1997_11_Vol-BackgrndPP
Project Site Study Intersection # New Intersection with Project XX (YY) AM (PM) Peak Hour Trac Volumes Signalized Intersection STOP Stop Sign

1. North 1st St/Trinity Park Dr/Anderson Alley
Anderson Alley Trinity Park Dr N 1st St

6. Great America Pkwy/SR 237 WB Ramps
SR 237 WB Ramp
Great America Pkwy

7. Great America Pkwy/SR 237 EB Ramps
SR 237 EB Ramp
Great America Pkwy

3. North 1st Street/Nortech Parkway
Driveway Nortech Pkwy N 1st St

4. North 1st Street/SR 237 WB Ramps
SR 237 WB On SR 237 WB Off N 1st St

5. North 1st Street/Oakcrest/SR 237 EB Ramps
Oakcrest Estates SR 237 EB On N 1st St

2. North 1st St/Bay Vista Drive
Bay Vista Dr
N 1st St
176
STOP
(155)
5 (175)
11 (17)
34 (80)
20 (46)
4 (4)
24 (55)
107 (186)
496 (437)
32 (69)29 (32)
414 (701)
12 (13)
503 (62)
442 (439)736 (182)
122 (502) 0 (3) 406 (715)
28 (14)
6 (29)
155 (690)
1,001 (627)1,221 (453)
180 (332)542 (1,777)
447 (213)
2 (4)
117 (239)
12 (27)
1,575 (1,103)
297 (379)
30 (14)
20 (5)
14 (16)11 (18)
433 (1,094)214 (881)
343 (109)
4 (8)
858 (279)
126 (358)469 (539)
465 (319)222 (383)
167 (262)
9 (4)
861 (563)
351 (716)
363 (809)
258 (206)
2 (13)
459 (131)1,006 (773) 76 (175) AE
BF
20 (30) F
AE
AC
E
ACE
BF
ACE
AACC
CE
ABF
AE
ACCF
AACCE
ABF
AACC
CE
ABF
BF
CCEF
ACC226 (397) 4 (4)
EA0 (5)
ABF0 (0)
0 (0)
0 (0)
Alviso Hotel Transportation Analysis Report
August 10, 2021
33 4.7 Site Circulation and Access

4.7.1 Vehicle Access
Vehicle site access is provided via two driveways along North First Street at Trinity Park Drive and Bay Vista Drive. As noted under the Background discussion, the Trinity Park Drive intersection will be signalized with the future Top Golf development.

The Trinity Park Drive & North First Street intersection will provide full access to the site, while the Bay Vista Drive intersection provides a northbound left-turn into the Project site, but is designed not to allow leftturn movements exiting Bay Vista Drive. Any trips leaving the Project site and headed northbound on North First Street are therefore required to use the Trinity Park Drive & North First Street intersection. Our analysis reflects this assumption.

Vehicle access to the site is not provided at Moffat Street. This access is reserved for emergency vehicle use only.

4.7.2 Internal Vehicle Circulation
A detailed site plan showing dimensions is provided in Appendix F. The on-site circulation was reviewed in accordance with generally accepted traffic engineering standards. The network of interior roadways that connect to the Top Golf development provide access to the Project’s main hotel building and parking garage. Interior roadway aisles are generally 26 feet in width and accommodate two-way traffic and access to 90-degree surface parking spaces. The site layout also provides continuous circulation through all the parking areas with no dead-end aisles. A passenger loading circle is provided near the hotel’s entrance, with a capacity of approximately five queued vehicles at the passenger loading zone. Additionally, one ADAaccessible, one ADA van-accessible, and five standard parking stalls are provided at the loading circle. No valet services will be offered; guests will be required to self-park their vehicle in the on-site parking structure.

Based on the passenger loading zone and available parking stalls at the loading circle, about 10 guests can check-in at the same time.

A trash pick-up and turning area is provided adjacent to the parking garage. Truck turning templates are provided to demonstrate the proposed garbage/recycling truck circulation. Overall, the on-site circulation is generally considered to be acceptable; however, below are some recommendations to enhance the proposed circulation:
• To delineate right-of-way, install side-street stop controls (including stop sign, legend, and bar) at all parking facility exits and internal intersections.
• Stripe garage ramps and Project driveways with double yellow centerline to delineate the separation of entering and exiting traffic.

Alviso Hotel Transportation Analysis Report
August 10, 2021
34 • Designate an intended direction of flow/right of way for the passenger loading circle. • The parking layout within the parking garage should avoid and modify perpendicular parking spaces at the end of the aisles (as illustrated below in Figure 12) so that drivers can back in and out of the space easily and to reduce vehicle-to-vehicle conflict.

Figure 12: Perpendicular Parking Layout to Avoid

4.7.3 Bicycle Access
Bicycle access to the Project site would be provided via North First Street, where bike lanes (Class II) facilities currently exist along the Project frontage. Cyclists travelling northbound on North First Street could use the unprotected left turn lane at Bay Vista Drive or continue to Trinity Park Drive to use the signalized intersection. Upon entering the Project site at the Bay Vista Drive driveway, a two-way path is provided along the east side of Bay Vista Drive. Within the Project site, the path continues and a raised crossing is provided across the Bay Vista Drive & Top Golf Drive intersection approaching the hotel. The path runs adjacent to the hotel and continues to the south, where access to the Guadalupe River Trail is provided.

Other than the Top Golf Drive internal roadway, bicycle facilities connecting the approved Top Golf development and the Project are not apparent. Bicycles accessing the site via the North First Street & Trinity Park – Anderson Alley intersection would utilize the Anderson Alley and Top Golf Drive internal roadways, as dedicated bicycle facility connections are not shown between Anderson Alley and the Project site until the raised crossing previously mentioned at the Bay Vista Drive & Top Golf Drive intersection.

4.7.4 Pedestrian Access
Pedestrian access is provided via the same path described in the bicycle access section above and can be accessed via existing sidewalk connections along North First Street. Within the Project site, sidewalks provide hotel access to and from the parking garage and surface parking areas. Pedestrian facilities connecting the approved Top Golf development and the Project are not apparent.

Alviso Hotel Transportation Analysis Report
August 10, 2021
35 4.7.5 Emergency Access
A proposed Fire Access Plan was included as an attachment to the Site Plan and is provided in Appendix G. Access for emergency vehicles is provided via the two Project driveways along North First Street (Anderson Alley and Bay Vista Drive), as well as via Moffat Street. The plan provides emergency vehicle turning movements that demonstrate adequate circulation of fire trucks and larger vehicles (i.e. delivery trucks) through the site’s internal roadways. Also shown on the Fire Access Plan are removable bollards to allow larger trucks access to the EVA/trail connection.

4.8 Parking
The Project proposes to include a surface parking lot with 27 spaces at the northeastern corner of the site and a four-story parking garage with 209 spaces, for a total of 236 parking spaces. Of the total 236 parking spaces, 19 spaces will be designated for clean air vehicles and nine spaces will be ADA parking spaces. The site plan shows 6 short-term bike parking spaces, and 20 long-term bike parking spaces are also proposed on the first floor of the parking garage. A comparison of Project proposed parking supply and City required parking minimums is presented in Table 10 and discussed below.

4.8.1 Vehicle Parking
The City’s vehicle parking requirement for a hotel is a minimum of one space per room, plus one space per employee. A site providing over 200 spaces must designate at least 8 percent of the total number of vehicle spaces for any combination of low-emitting, fuel efficient, and carpool or van pool vehicles. The minimum number of required ADA parking spaces for a site providing between 201 and 300 spaces is at least seven ADA spaces, including one van accessible space.

Based on the City’s parking requirements, the Project provides sufficient total vehicle parking spaces and clean air spaces, as well as a surplus of two ADA parking spaces.

Alviso Hotel Transportation Analysis Report
August 10, 2021
36 Table 10: Project Parking Supply Surplus/Deficit
Total Vehicle Spaces Clean Air Spaces ADA Spaces Bicycle Parking Project Parking Supply
Project Total 236 19 9 26
City Minimum Parking Requirements
City Rate 1 space per
room
1 space per
employee
8% of total parking
spaces
7 spaces (including 1
van accessible) for 201-
300 total number of
parking spaces
1 space per
hotel
1 space per
ten guest
rooms
Quantity 215 rooms 20 employees 235 total spaces 235 total spaces 1 hotel 215 rooms Subtotal 215 20 19 7 1 22
Total Required 235 19 7 23
Project Supply Surplus/Deficit (Project Parking Supply – City Minimum Parking Requirements) Surplus/Deficit¹ 1 0 2 3
Note:

1. Number in parentheses is negative and indicates parking supply deficit.

Fehr & Peers, July 2020.

4.8.2 Bicycle Parking
The City’s bicycle parking requirement for a hotel is one space, plus one space per ten guest rooms. Of the minimum required bicycle parking, 20 percent must be long-term bicycle parking facilities and 80 percent short-term bicycle parking facilities. Long-term bicycle parking facilities, as described by the City, are secure bicycle facilities that fully enclose and protect bicycles and may include:
• A covered, access-controlled enclosure such as a fenced and gated area with short-term parking facilities;
• An access-controlled room with short-term bicycle parking facilities; and • Individual bicycle lockers that securely enclose one bicycle per locker.

Short-term bicycle parking facilities, as described by the City, are bicycle facilities accessible and usable by visitors, guests, or business patrons and may include:
• Permanently anchored bicycle racks;
• Covered, lockable enclosures with permanently anchored racks for bicycles; • Lockable bicycle rooms with permanently anchored racks; and • Lockable, permanently anchored bicycle lockers.

The City requires a minimum of 23 bicycle parking spaces for the Project land use and size, including 20 percent (5 spaces) long-term bicycle parking facilities and 80 percent (18 spaces) short-term bicycle parking Alviso Hotel Transportation Analysis Report
August 10, 2021
37 facilities. The Project currently proposes 6 short-term bike parking spaces, and 20 long-term. The Project meets the requirement for long-term bike parking but will need to designate at least 12 additional shortterm parking spaces.

Alviso Hotel Transportation Analysis Report
August 10, 2021
38 5. Conclusions
The results of the transportation analysis for the proposed Alviso Hotel development are:
• The Project has been deemed to meet the City’s screening criteria for a VMT analysis exemption, and is therefore “expected to result in less-than-significant VMT impacts based on project description, characteristics, and/or location.”
• The Project is consistent with the Envision San José 2040 General Plan land use and transportation policies, such as developing on vacant land, providing affordable housing with access to surrounding commercial and retail establishments within a half mile, and encouraging transit use by providing transit passes to residents.
• The addition of Project trips would result in an adverse effect at the intersection of North First Street and SR 237 Westbound Ramps during the PM peak hour. The adverse effect will be addressed by the Project paying its fair share of traffic impact fees TIF) into the North San Jose Area Development Policy (NSJADP) based on 26 Project PM peak hour trips traveling into the NSJADP. • The parking should avoid and modify perpendicular parking spaces at the end of the aisles so drivers can back in and out of the space easily and to reduce vehicle-to-vehicle conflict. • To delineate right-of-way, side-street stop controls (including stop sign, legend, and bar) should be installed at all parking facility exists and internal intersections. • To delineate the separation of entering and exiting traffic, garage ramps and Project driveways should be striped with double yellow centerline.
• The total vehicle parking supply meets City minimum requirements. • The ADA parking supply exceeds City minimum requirements by two spaces. • The long-term bicycle parking supply exceeds City requirements while the Project would need to provide an additional 12 short-term bicycle parking supply to meet City minimum requirements.

Appendix A: Transportation Counts
COMPARE Thu Feb 06 15:25:38 2020 Page 36-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (AM)
Intersection #3026: 237/FIRST (N)
Signal=Protect/Rights=Include
Final Vol: 116 278*** 1
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/7/2015 Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 44
1 93

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.549 0 1***
0 Avg Crit Del (sec/veh): 19.9 1
0 0 Avg Delay (sec/veh): 17.1 1 91
LOS: B

Lanes: 2 0 2 0 0
Final Vol: 949*** 522 0
Signal=Protect/Rights=Include
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 0 0 10 10 0 0 0 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: >> Count Date: 7 Oct 2015 << 7:45-8:45
Base Vol: 949 522 0 1 278 116 0 0 0 91 1 93
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: 949 522 0 1 278 116 0 0 0 91 1 93
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 949 522 0 1 278 116 0 0 0 91 1 93
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: 949 522 0 1 278 116 0 0 0 91 1 93
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 949 522 0 1 278 116 0 0 0 91 1 93
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: 949 522 0 1 278 116 0 0 0 91 1 93
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.95 0.95 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.01 1.41 0.58 0.00 0.00 0.00 1.98 0.02 1.00 Final Sat.: 3150 3800 0 9 2534 1057 0 0 0 3511 39 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.30 0.14 0.00 0.11 0.11 0.11 0.00 0.00 0.00 0.03 0.03 0.05 Crit Moves: **** **** ****
Green Time: 15.0 16.9 0.0 8.1 10.0 10.0 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.88 0.36 0.00 0.59 0.48 0.48 0.00 0.00 0.00 0.11 0.11 0.23 Delay/Veh: 22.5 9.9 0.0 17.9 15.2 15.2 0.0 0.0 0.0 13.5 13.5 14.2 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: 22.5 9.9 0.0 17.9 15.2 15.2 0.0 0.0 0.0 13.5 13.5 14.2 LOS by Move: C+ A A B B B A A A B B B
HCM2kAvgQ: 12 3 0 4 3 3 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (PM)
Intersection #3026: 237/FIRST (N)
Signal=Protect/Rights=Include
Final Vol: 112 832*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/2/2016 Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 44
1 87

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.635 0 3
0 Avg Crit Del (sec/veh): 17.7 1
0 0 Avg Delay (sec/veh): 16.8 1 222***
LOS: B

Lanes: 2 0 2 0 0
Final Vol: 588*** 103 0
Signal=Protect/Rights=Include
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 0 0 10 10 0 0 0 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: >> Count Date: 2 Nov 2016 << 5:00-6:00
Base Vol: 588 103 0 0 832 112 0 0 0 222 3 87
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 588 103 0 0 832 112 0 0 0 222 3 87
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 588 103 0 0 832 112 0 0 0 222 3 87
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: 588 103 0 0 832 112 0 0 0 222 3 87
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 588 103 0 0 832 112 0 0 0 222 3 87
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: 588 103 0 0 832 112 0 0 0 222 3 87
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.76 0.24 0.00 0.00 0.00 1.97 0.03 1.00 Final Sat.: 3150 3800 0 0 3261 439 0 0 0 3503 47 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.03 0.00 0.00 0.26 0.26 0.00 0.00 0.00 0.06 0.06 0.05 Crit Moves: **** **** ****
Green Time: 10.6 25.0 0.0 0.0 14.4 14.4 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.78 0.05 0.00 0.00 0.78 0.78 0.00 0.00 0.00 0.28 0.28 0.22 Delay/Veh: 20.8 4.2 0.0 0.0 16.6 16.6 0.0 0.0 0.0 14.2 14.2 14.1 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: 20.8 4.2 0.0 0.0 16.6 16.6 0.0 0.0 0.0 14.2 14.2 14.1 LOS by Move: C+ A A A B B A A A B B B
HCM2kAvgQ: 7 0 0 0 8 8 0 0 0 2 2 1
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (AM)
Intersection #3027: 237/FIRST (S)
Signal=Protect/Rights=Include
Final Vol: 5 247 106***
Lanes: 0 1 2 0 2

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/12/2016 Rights=Include Lanes: Final Vol:
22 1
Cycle Time (sec): 94
1 142

0 Loss Time (sec): 12
0 16*** 0 Critical V/C: 0.588 0 2***
1 Avg Crit Del (sec/veh): 28.3 1
13 0 Avg Delay (sec/veh): 25.6 1 716
LOS: C

Lanes: 1 0 2 0 1
Final Vol: 11 993*** 271
Signal=Protect/Rights=Overlap
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: >> Count Date: 12 Oct 2016 << 7:50-8:50
Base Vol: 11 993 271 106 247 5 22 16 13 716 2 142
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 993 271 106 247 5 22 16 13 716 2 142
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 993 271 106 247 5 22 16 13 716 2 142
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 11 993 271 106 247 5 22 16 13 716 2 142
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 993 271 106 247 5 22 16 13 716 2 142
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: 11 993 271 106 247 5 22 16 13 716 2 142
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.94 0.06 1.00 0.55 0.45 1.99 0.01 1.00 Final Sat.: 1750 3800 1750 3150 5489 111 1750 993 807 3540 10 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.26 0.15 0.03 0.05 0.05 0.01 0.02 0.02 0.20 0.20 0.08 Crit Moves: **** **** **** ****
Green Time: 18.0 36.6 65.0 7.0 25.7 25.7 10.0 10.0 10.0 28.4 28.4 28.4 Volume/Cap: 0.03 0.67 0.22 0.45 0.16 0.16 0.12 0.15 0.15 0.67 0.67 0.27 Delay/Veh: 31.0 24.9 5.4 43.0 26.1 26.1 38.3 38.5 38.5 30.4 30.4 25.2 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: 31.0 24.9 5.4 43.0 26.1 26.1 38.3 38.5 38.5 30.4 30.4 25.2 LOS by Move: C C A D C C D+ D+ D+ C C C
HCM2kAvgQ: 0 13 3 2 2 2 1 1 1 11 11 3
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (PM)
Intersection #3027: 237/FIRST (S)
Signal=Protect/Rights=Include
Final Vol: 7 508 509***
Lanes: 0 1 2 0 2

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/2/2016 Rights=Ignore Lanes: Final Vol:
4 1
Cycle Time (sec): 75
1 0

0 Loss Time (sec): 12
0 4*** 0 Critical V/C: 0.487 0 6***
1 Avg Crit Del (sec/veh): 24.9 1
13 0 Avg Delay (sec/veh): 22.0 1 199
LOS: C+

Lanes: 1 0 2 0 1
Final Vol: 25 684*** 329
Signal=Protect/Rights=Overlap
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: >> Count Date: 2 Nov 2016 << 5:00-6:00
Base Vol: 25 684 329 509 508 7 4 4 13 199 6 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: 25 684 329 509 508 7 4 4 13 199 6 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 25 684 329 509 508 7 4 4 13 199 6 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 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 25 684 329 509 508 7 4 4 13 199 6 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 25 684 329 509 508 7 4 4 13 199 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 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 25 684 329 509 508 7 4 4 13 199 6 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 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.96 0.04 1.00 0.24 0.76 1.94 0.06 1.00 Final Sat.: 1750 3800 1750 3150 5524 76 1750 424 1376 3446 104 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.18 0.19 0.16 0.09 0.09 0.00 0.01 0.01 0.06 0.06 0.00 Crit Moves: **** **** **** ****
Green Time: 17.7 22.7 32.7 20.3 25.3 25.3 10.0 10.0 10.0 10.0 10.0 0.0 Volume/Cap: 0.06 0.60 0.43 0.60 0.27 0.27 0.02 0.07 0.07 0.43 0.43 0.00 Delay/Veh: 22.3 23.1 15.1 24.9 18.2 18.2 28.3 28.6 28.6 30.5 30.5 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: 22.3 23.1 15.1 24.9 18.2 18.2 28.3 28.6 28.6 30.5 30.5 0.0 LOS by Move: C+ C B C B- B- C C C C C A
HCM2kAvgQ: 1 7 6 7 3 3 0 0 0 3 3 0
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (AM)
Intersection #3028: 237/GREAT AMERICA (N)
Signal=Protect/Rights=Include
Final Vol: 427*** 140 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/12/2016 Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 72
1 135

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.590 0 8
0 Avg Crit Del (sec/veh): 19.8 1
0 0 Avg Delay (sec/veh): 17.8 1 823***
LOS: B

Lanes: 2 0 2 0 0
Final Vol: 121*** 262 0
Signal=Protect/Rights=Include
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 0 0 10 10 0 0 0 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: >> Count Date: 12 Oct 2016 << 7:55-8:55
Base Vol: 121 262 0 0 140 427 0 0 0 823 8 135
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: 121 262 0 0 140 427 0 0 0 823 8 135
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 121 262 0 0 140 427 0 0 0 823 8 135
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: 121 262 0 0 140 427 0 0 0 823 8 135
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 121 262 0 0 140 427 0 0 0 823 8 135
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: 121 262 0 0 140 427 0 0 0 823 8 135
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.98 0.02 1.00 Final Sat.: 3150 3800 0 0 1900 1750 0 0 0 3516 34 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.07 0.00 0.00 0.07 0.24 0.00 0.00 0.00 0.23 0.23 0.08 Crit Moves: **** **** ****
Green Time: 7.0 35.6 0.0 0.0 28.6 28.6 0.0 0.0 0.0 27.4 27.4 27.4 Volume/Cap: 0.40 0.14 0.00 0.00 0.19 0.61 0.00 0.00 0.00 0.61 0.61 0.20 Delay/Veh: 31.4 9.9 0.0 0.0 14.2 18.6 0.0 0.0 0.0 18.9 18.9 15.1 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: 31.4 9.9 0.0 0.0 14.2 18.6 0.0 0.0 0.0 18.9 18.9 15.1 LOS by Move: C A A A B B- A A A B- B- B
HCM2kAvgQ: 2 2 0 0 2 9 0 0 0 9 9 2
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (PM)
Intersection #3028: 237/GREAT AMERICA (N)
Signal=Protect/Rights=Include
Final Vol: 239*** 121 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/29/2016 Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 101
1 217

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.530 0 2
0 Avg Crit Del (sec/veh): 30.2 1
0 0 Avg Delay (sec/veh): 25.3 1 531***
LOS: C

Lanes: 1 0 1 0 0
Final Vol: 343*** 415 0
Signal=Protect/Rights=Include
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 0 0 10 10 0 0 0 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: >> Count Date: 29 Nov 2016 << 5:00-6:00
Base Vol: 343 415 0 0 121 239 0 0 0 531 2 217
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: 343 415 0 0 121 239 0 0 0 531 2 217
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 343 415 0 0 121 239 0 0 0 531 2 217
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: 343 415 0 0 121 239 0 0 0 531 2 217
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 343 415 0 0 121 239 0 0 0 531 2 217
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: 343 415 0 0 121 239 0 0 0 531 2 217
------------|---------------||---------------||---------------||---------------| 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 0.93 0.95 0.92 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.99 0.01 1.00 Final Sat.: 1750 1900 0 0 1900 1750 0 0 0 3537 13 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.22 0.00 0.00 0.06 0.14 0.00 0.00 0.00 0.15 0.15 0.12 Crit Moves: **** **** ****
Green Time: 37.4 63.4 0.0 0.0 26.0 26.0 0.0 0.0 0.0 28.6 28.6 28.6 Volume/Cap: 0.53 0.35 0.00 0.00 0.25 0.53 0.00 0.00 0.00 0.53 0.53 0.44 Delay/Veh: 25.8 9.1 0.0 0.0 29.8 33.0 0.0 0.0 0.0 31.1 31.1 30.2 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: 25.8 9.1 0.0 0.0 29.8 33.0 0.0 0.0 0.0 31.1 31.1 30.2 LOS by Move: C A A A C C- A A A C C C
HCM2kAvgQ: 9 6 0 0 3 7 0 0 0 8 8 6
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (AM)
Intersection #3029: 237/GREAT AMERICA (S)
Signal=Protect/Rights=Include
Final Vol: 0 918*** 43
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 10/12/2016 Rights=Include Lanes: Final Vol:
185*** 0
Cycle Time (sec): 76
0 0

1 Loss Time (sec): 9
0 1 0 Critical V/C: 0.455 0 0
0 Avg Crit Del (sec/veh): 19.6 0
0 1 Avg Delay (sec/veh): 14.5 0 0
LOS: B

Lanes: 0 0 2 1 1
Final Vol: 1*** 208 347
Signal=Protect/Rights=Include
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 10 10 10 0 0 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: >> Count Date: 12 Oct 2016 << 8:00-9:00
Base Vol: 1 208 347 43 918 0 185 1 436 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: 1 208 347 43 918 0 185 1 436 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 1 208 347 43 918 0 185 1 436 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 1 208 347 43 918 0 185 1 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1 208 347 43 918 0 185 1 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 1 208 347 43 918 0 185 1 0 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.98 0.94 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.92 Lanes: 0.01 1.99 2.00 1.00 2.00 0.00 0.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 18 3715 3560 1750 3800 0 1790 10 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.06 0.10 0.02 0.24 0.00 0.10 0.10 0.00 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 9.4 29.3 29.3 20.5 40.4 0.0 17.3 17.3 0.0 0.0 0.0 0.0 Volume/Cap: 0.45 0.15 0.25 0.09 0.45 0.00 0.45 0.45 0.00 0.00 0.00 0.00 Delay/Veh: 31.2 15.2 16.0 20.9 11.2 0.0 26.1 26.1 0.0 0.0 0.0 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: 31.2 15.2 16.0 20.9 11.2 0.0 26.1 26.1 0.0 0.0 0.0 0.0 LOS by Move: C B B C+ B+ A C C A A A A
HCM2kAvgQ: 3 2 3 1 7 0 4 4 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (PM)
Intersection #3029: 237/GREAT AMERICA (S)
Signal=Protect/Rights=Include
Final Vol: 0 602 48***
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 11/2/2016 Rights=Include Lanes: Final Vol:
162 0
Cycle Time (sec): 76
1 0

0 Loss Time (sec): 9
0 12*** 0 Critical V/C: 0.821 0 0
0 Avg Crit Del (sec/veh): 25.8 1
0 0 Avg Delay (sec/veh): 15.2 1 0
LOS: B

Lanes: 2 0 2 0 0
Final Vol: 0 619 776***
Signal=Protect/Rights=Include
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 10 10 10 0 0 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: >> Count Date: 2 Nov 2016 << 4:45-5:45
Base Vol: 0 619 776 48 602 0 162 12 120 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: 0 619 776 48 602 0 162 12 120 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 619 776 48 602 0 162 12 120 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 619 776 48 602 0 162 12 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 619 776 48 602 0 162 12 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 619 776 48 602 0 162 12 0 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 2.00 1.00 1.00 0.15 1.85 0.00 0.93 0.07 0.00 1.00 1.00 1.00 Final Sat.: 3150 1900 1750 266 3334 0 1629 121 0 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.44 0.18 0.18 0.00 0.10 0.10 0.00 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 40.5 40.5 16.5 57.0 0.0 10.0 10.0 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.61 0.83 0.83 0.24 0.00 0.76 0.76 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 12.8 18.6 36.0 2.9 0.0 45.1 45.1 0.0 0.0 0.0 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: 0.0 12.8 18.6 36.0 2.9 0.0 45.1 45.1 0.0 0.0 0.0 0.0 LOS by Move: A B B- D+ A A D D A A A A
HCM2kAvgQ: 0 11 19 10 3 0 6 6 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (AM)
Intersection #3994: FIRST/NORTECH
Signal=Protect/Rights=Include
Final Vol: 0 307*** 24
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/7/2015 Rights=Overlap Lanes: Final Vol:
0 0
Cycle Time (sec): 76
0 2

0 Loss Time (sec): 12
0 0 0 Critical V/C: 0.127 1 0
0 Avg Crit Del (sec/veh): 11.2 0
0 0 Avg Delay (sec/veh): 11.9 2 71***
LOS: B+

Lanes: 1 0 2 0 1
Final Vol: 6*** 280 213
Signal=Protect/Rights=Overlap
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: >> Count Date: 7 Oct 2015 << 7:30-8:30
Base Vol: 6 280 213 24 307 0 0 0 0 71 0 2
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: 6 280 213 24 307 0 0 0 0 71 0 2
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 6 280 213 24 307 0 0 0 0 71 0 2
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: 6 280 213 24 307 0 0 0 0 71 0 2
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 6 280 213 24 307 0 0 0 0 71 0 2
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: 6 280 213 24 307 0 0 0 0 71 0 2
------------|---------------||---------------||---------------||---------------| 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 0.83 1.00 0.95 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 1750 3800 1750 1750 3800 0 0 0 0 3150 0 1800 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.12 0.01 0.08 0.00 0.00 0.00 0.00 0.02 0.00 0.00 Crit Moves: **** **** ****
Green Time: 7.0 30.3 42.8 21.2 44.6 0.0 0.0 0.0 0.0 12.4 0.0 33.7 Volume/Cap: 0.04 0.18 0.22 0.05 0.14 0.00 0.00 0.00 0.00 0.14 0.00 0.00 Delay/Veh: 31.5 14.9 8.4 20.0 7.1 0.0 0.0 0.0 0.0 27.3 0.0 11.8 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: 31.5 14.9 8.4 20.0 7.1 0.0 0.0 0.0 0.0 27.3 0.0 11.8 LOS by Move: C B A C+ A A A A A C A B+
HCM2kAvgQ: 0 2 3 0 2 0 0 0 0 1 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (PM)
Intersection #3994: FIRST/NORTECH
Signal=Protect/Rights=Include
Final Vol: 2 407*** 10
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/7/2015 Rights=Overlap Lanes: Final Vol:
0 0
Cycle Time (sec): 76
0 24

0 Loss Time (sec): 12
0 0 0 Critical V/C: 0.226 1 0
0 Avg Crit Del (sec/veh): 19.4 0
11*** 0 Avg Delay (sec/veh): 18.7 2 222***
LOS: B-

Lanes: 1 0 2 0 1
Final Vol: 6*** 157 82
Signal=Protect/Rights=Overlap
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: >> Count Date: 7 Oct 2015 << 5:00-6:00
Base Vol: 6 157 82 10 407 2 0 0 11 222 0 24
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: 6 157 82 10 407 2 0 0 11 222 0 24
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 6 157 82 10 407 2 0 0 11 222 0 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: 6 157 82 10 407 2 0 0 11 222 0 24
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 6 157 82 10 407 2 0 0 11 222 0 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: 6 157 82 10 407 2 0 0 11 222 0 24
------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 0.92 1.00 0.92 0.83 1.00 0.95 Lanes: 1.00 2.00 1.00 1.00 1.99 0.01 0.00 0.00 1.00 2.00 0.00 1.00 Final Sat.: 1750 3800 1750 1750 3682 18 0 0 1750 3150 0 1800 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.04 0.05 0.01 0.11 0.11 0.00 0.00 0.01 0.07 0.00 0.01 Crit Moves: **** **** **** ****
Green Time: 7.0 21.0 39.3 14.7 28.7 28.7 0.0 0.0 10.0 18.3 0.0 33.0 Volume/Cap: 0.04 0.15 0.09 0.03 0.29 0.29 0.00 0.00 0.05 0.29 0.00 0.03 Delay/Veh: 31.5 20.8 9.3 24.9 16.7 16.7 0.0 0.0 28.9 23.8 0.0 12.3 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: 31.5 20.8 9.3 24.9 16.7 16.7 0.0 0.0 28.9 23.8 0.0 12.3 LOS by Move: C C+ A C B B A A C C A B
HCM2kAvgQ: 0 1 1 0 4 4 0 0 0 3 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (AM)
Intersection #4131: FIRST/TRINITY PARK
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: 00/00/0000 Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 0

0 Loss Time (sec): 12
0 0 0 Critical V/C: 0.000 0 0
0 Avg Crit Del (sec/veh): 0.0 0
0 0 Avg Delay (sec/veh): 0.0 0 0
LOS:

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Protect/Rights=Include
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: >> Count Date: 0 0 << 0
Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
ATI: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 0 0 0 0 0 0 0 0 0
User Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PCE Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MLF Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 FinalVolume: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 0 0 0 0 0 0 0 0 0 0 0 0
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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves:

Green Time: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move:

HCM2kAvgQ: 0 0 0 0 0 0 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Thu Feb 06 15:25:38 2020 Page 36-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to CITY OF SAN JOSE City of San Jose
Citywide Traffix Database
(updated December 1, 2016)
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing (PM)
Intersection #4131: FIRST/TRINITY PARK
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: 00/00/0000 Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 100
0 0

0 Loss Time (sec): 12
0 0 0 Critical V/C: 0.000 0 0
0 Avg Crit Del (sec/veh): 0.0 0
0 0 Avg Delay (sec/veh): 0.0 0 0
LOS:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves:

HCM2kAvgQ: 0 0 0 0 0 0 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

File Name : 2AM FINAL
Site Code : 00000002
Start Date : 2/25/2016
Page No : 1
Groups Printed- Vehicles

TRINITY PARK DR
Southbound
N 1ST ST
Westbound Northbound
N 1ST ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 8 9 0 34 0 34 0 0 0 0 0 52 0 52 95
07:45 AM 2 0 5 7 1 41 0 42 0 0 0 0 0 60 0 60 109
08:00 AM 0 0 1 1 0 39 0 39 0 0 0 0 0 39 0 39 79
08:15 AM 0 0 4 4 3 34 0 37 0 0 0 0 0 52 0 52 93
Total Volume 3 0 18 21 4 148 0 152 0 0 0 0 0 203 0 203 376 % App. Total 14.3 0 85.7 2.6 97.4 0 0 0 0 0 100 0
PHF .375 .000 .563 .583 .333 .902 .000 .905 .000 .000 .000 .000 .000 .846 .000 .846 .862 Traffic Data Service
Campbell, CA
(408) 377-2988
[email protected]
File Name : 2AM FINAL
Site Code : 00000002
Start Date : 2/25/2016
Page No : 2

TRINITY PARK DR
N 1ST ST
N 1ST ST

Right
3 Thru
0 Left
18 Out In Total
4 21 25
Right
4 Thru
148
Left
0 Out Total In
221 152 373
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
203
Right
0 Total Out In
151 203 354
Peak Hour Begins at 07:30 AM
Vehicles
Peak Hour Data
North
Traffic Data Service
Campbell, CA
(408) 377-2988
[email protected]
File Name : 2PM FINAL
Site Code : 00000002
Start Date : 2/25/2016
Page No : 1
Groups Printed- Vehicles

TRINITY PARK DR
Southbound
N 1ST ST
Westbound Northbound
N 1ST ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 01:30 PM 0 0 0 0 0 1 34 0 0 35 0 0 0 0 0 0 50 2 0 52 87 01:45 PM 2 0 1 0 3 1 28 0 0 29 0 0 0 0 0 0 39 1 0 40 72 Total 2 0 1 0 3 2 62 0 0 64 0 0 0 0 0 0 89 3 0 92 159
02:00 PM 0 0 3 0 3 6 36 0 0 42 0 0 0 0 0 0 55 1 0 56 101 02:15 PM 1 0 2 2 5 3 55 0 0 58 0 0 0 0 0 0 41 0 0 41 104 02:30 PM 0 0 3 10 13 1 34 0 0 35 0 0 0 0 0 0 46 1 0 47 95 02:45 PM 1 0 1 4 6 4 36 1 0 41 0 0 0 0 0 0 39 2 0 41 88 Total 2 0 9 16 27 14 161 1 0 176 0 0 0 0 0 0 181 4 0 185 388 03:00 PM 0 0 1 0 1 1 29 0 0 30 0 0 0 0 0 0 31 2 0 33 64 03:15 PM 1 0 2 0 3 2 47 0 0 49 0 0 0 0 0 0 42 2 0 44 96 03:30 PM 1 0 0 4 5 5 25 0 0 30 0 0 0 0 0 0 38 0 0 38 73 03:45 PM 1 0 1 0 2 3 39 0 0 42 0 0 0 0 0 0 44 0 0 44 88 Total 3 0 4 4 11 11 140 0 0 151 0 0 0 0 0 0 155 4 0 159 321 04:00 PM 1 0 0 0 1 3 28 0 0 31 0 0 0 0 0 0 55 3 0 58 90 04:15 PM 0 0 6 2 8 4 35 0 0 39 0 0 0 0 0 0 63 5 0 68 115 04:30 PM 2 0 3 2 7 3 38 0 0 41 0 0 0 0 0 0 67 0 0 67 115 04:45 PM 1 0 3 0 4 1 24 0 0 25 0 0 0 0 0 0 71 0 0 71 100 Total 4 0 12 4 20 11 125 0 0 136 0 0 0 0 0 0 256 8 0 264 420 05:00 PM 1 0 2 7 10 7 33 1 0 41 0 0 0 0 0 0 78 0 0 78 129 05:15 PM 2 0 1 3 6 4 29 0 0 33 0 0 0 0 0 0 110 1 0 111 150 05:30 PM 0 0 2 1 3 5 40 0 0 45 0 0 0 0 0 0 82 3 0 85 133 05:45 PM 0 0 0 3 3 4 45 0 0 49 0 0 0 0 0 0 95 0 0 95 147 Total 3 0 5 14 22 20 147 1 0 168 0 0 0 0 0 0 365 4 0 369 559 Grand Total 14 0 31 38 83 58 635 2 0 695 0 0 0 0 0 0 1046 23 0 1069 1847 Apprch % 16.9 0 37.3 45.8 8.3 91.4 0.3 0 0 0 0 0 0 97.8 2.2 0 Total % 0.8 0 1.7 2.1 4.5 3.1 34.4 0.1 0 37.6 0 0 0 0 0 0 56.6 1.2 0 57.9

TRINITY PARK DR
Southbound
N 1ST ST
Westbound Northbound
N 1ST ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 01:30 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 1 0 2 3 7 33 1 41 0 0 0 0 0 78 0 78 122
05:15 PM 2 0 1 3 4 29 0 33 0 0 0 0 0 110 1 111 147
05:30 PM 0 0 2 2 5 40 0 45 0 0 0 0 0 82 3 85 132
05:45 PM 0 0 0 0 4 45 0 49 0 0 0 0 0 95 0 95 144
Total Volume 3 0 5 8 20 147 1 168 0 0 0 0 0 365 4 369 545 % App. Total 37.5 0 62.5 11.9 87.5 0.6 0 0 0 0 98.9 1.1 PHF .375 .000 .625 .667 .714 .817 .250 .857 .000 .000 .000 .000 .000 .830 .333 .831 .927 Traffic Data Service
Campbell, CA
(408) 377-2988
[email protected]
File Name : 2PM FINAL
Site Code : 00000002
Start Date : 2/25/2016
Page No : 2

TRINITY PARK DR
N 1ST ST
N 1ST ST

Right
3 Thru
0 Left
5 Out In Total
24 8 32
Right
20 Thru
147
Left
1 Out Total In
370 168 538
Left
0 Thru
0 Right
0 Out In Total
1 0 1
Left
4 Thru
365
Right
0 Total Out In
150 369 519
Peak Hour Begins at 05:00 PM
Vehicles
Peak Hour Data
North
Traffic Data Service
Campbell, CA
(408) 377-2988
[email protected]
Appendix B: Approved Trip Inventory
AM
N 1st St & Trinity Park Dr
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :

TOTAL:
1 02/05/2020
PDC16-013 (3-06800) 22 0 20 0 0 0 0 34 13 88 24 0
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
0 0 0
88 24 0
22 0 20
0 34 13
22 0 20 0 0 0 0 34 13 88 24 0
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
PM
N 1st St & Trinity Park Dr
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :

TOTAL:
2 02/05/2020
PDC16-013 (3-06800) 58 0 154 0 0 0 0 80 36 180 55 0
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
0 0 0
180 55 0
58 0 154
0 80 36
58 0 154 0 0 0 0 80 36 180 55 0
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
AM
1st St / WB 237 To 1st Rp & N 1st St & WB 237 From 1st Rp 3026
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :
3 02/05/2020
H14-011 (3-18810) 0 47 0 0 36 6 0 0 0 0 0 16
Retail/Commercial

HOMEWOOD SUITES HOTEL
NW CORNER OF SR 237 AND N. FIRST STREET
NSJ 4 2 0 0 7 1 0 0 0 21 0 11
LEGACY

NORTH SAN JOSE
PD13-012 (3-09684) 0 324 0 0 102 22 0 0 0 0 0 172
Office/Industrial

SOUTH BAY
NW CORNER OF SR237 AND N. FIRST STREET
PD13-039 (3-18698) 0 0 0 0 0 0 0 0 0 0 0 0
Office/Industrial

TRAMMEL CROW (R&D)

NW CORNER OF NORTHECH PKWY AND DISK DR
PD14-007 (3-18698) 0 214 0 0 42 9 0 0 0 0 0 113
Office/Industrial
TRAMMEL CROW (MFG.)

NW CORNER OF NORTECH PKWY AND DISK DR
PDC16-013 (3-06800) 0 87 0 0 46 10 0 0 0 0 0 23
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
Page No:

TOTAL:
4 0 233 48
21 0 335
4 674 0
0 0 0
4 674 0 0 233 48 0 0 0 21 0 335
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
PM
1st St / WB 237 To 1st Rp & N 1st St & WB 237 From 1st Rp 3026
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :
5 02/05/2020
H14-011 (3-18810) 0 53 0 0 40 7 0 0 0 0 0 18
Retail/Commercial

HOMEWOOD SUITES HOTEL
NW CORNER OF SR 237 AND N. FIRST STREET
NSJ 15 3 0 0 8 4 0 0 0 8 0 2
LEGACY

NORTH SAN JOSE
PD13-012 (3-09684) 0 36 0 0 403 87 0 0 0 0 0 19
Office/Industrial

SOUTH BAY
NW CORNER OF SR237 AND N. FIRST STREET
PD13-039 (3-18698) 0 0 0 0 0 0 0 0 0 0 0 0
Office/Industrial

TRAMMEL CROW (R&D)

NW CORNER OF NORTHECH PKWY AND DISK DR
PD14-007 (3-18698) 0 40 0 0 240 51 0 0 0 0 0 21
Office/Industrial
TRAMMEL CROW (MFG.)

NW CORNER OF NORTECH PKWY AND DISK DR
PDC16-013 (3-06800) 0 186 0 0 194 51 0 0 0 0 0 47
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
Page No:

TOTAL:
6 0 885 200
8 0 107
15 318 0
0 0 0
15 318 0 0 885 200 0 0 0 8 0 107
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
AM
N 1st St & Lamplighter MHP Access
3027
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :
7 02/05/2020
H14-011 (3-18810) 0 37 0 11 25 0 0 0 0 0 0 9
Retail/Commercial

HOMEWOOD SUITES HOTEL
NW CORNER OF SR 237 AND N. FIRST STREET
NSJ 0 40 15 10 27 3 3 3 0 113 1 5
LEGACY

NORTH SAN JOSE
PD13-012 (3-09684) 0 236 0 43 59 0 0 0 0 0 0 88
Office/Industrial

SOUTH BAY
NW CORNER OF SR237 AND N. FIRST STREET
PD13-039 (3-18698) 0 0 0 0 0 0 0 0 0 0 0 0
Office/Industrial

TRAMMEL CROW (R&D)

NW CORNER OF NORTHECH PKWY AND DISK DR
PD14-007 (3-18698) 0 156 0 18 24 0 0 0 0 0 0 58
Office/Industrial
TRAMMEL CROW (MFG.)

NW CORNER OF NORTECH PKWY AND DISK DR
PDC16-013 (3-06800) 0 62 0 11 33 2 4 0 0 0 0 21
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
Page No:

TOTAL:
8 93 168 5
113 1 181
0 531 15
7 3 0
0 531 15 93 168 5 7 3 0 113 1 181
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
PM
N 1st St & Lamplighter MHP Access
3027
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :
9 02/05/2020
H14-011 (3-18810) 0 42 0 12 28 0 0 0 0 0 0 11
Retail/Commercial

HOMEWOOD SUITES HOTEL
NW CORNER OF SR 237 AND N. FIRST STREET
NSJ 1 143 36 4 17 1 0 0 2 72 1 3
LEGACY

NORTH SAN JOSE
PD13-012 (3-09684) 0 36 0 170 233 0 0 0 0 0 0 10
Office/Industrial

SOUTH BAY
NW CORNER OF SR237 AND N. FIRST STREET
PD13-039 (3-18698) 0 0 0 0 0 0 0 0 0 0 0 0
Office/Industrial

TRAMMEL CROW (R&D)

NW CORNER OF NORTHECH PKWY AND DISK DR
PD14-007 (3-18698) 0 29 0 101 138 0 0 0 0 0 0 11
Office/Industrial
TRAMMEL CROW (MFG.)

NW CORNER OF NORTECH PKWY AND DISK DR
PDC16-013 (3-06800) 0 129 0 49 137 9 9 0 0 0 0 48
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
Page No:
10 TOTAL:
336 553 10
72 1 83
1 379 36
9 0 2
1 379 36 336 553 10 9 0 2 72 1 83
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
AM
Great America Py & WB 237 To Great America Rp / WB 237 From Great America Rp 11 3028
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :

TOTAL:
02/05/2020
15-101398 TA (3-09290) 0 129 0 0 26 6 0 0 104 0 0 0
Office/Industrial
Alviso Hotel Project
NSJ 0 0 0 0 0 2 0 0 0 5 0 0
LEGACY

NORTH SAN JOSE
PDC15-016 (3-18303) 0 32 0 0 33 4 0 0 0 0 0 20
Retail/Commercial

MARRIOTT RESIENCE INN
0 GOLD STREET
PDC16-013 (3-06800) 0 21 0 0 13 2 0 0 0 0 0 6
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
0 72 14
5 0 26
0 182 0
0 0 104
0 182 0 0 72 14 0 0 104 5 0 26
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
PM
Great America Py & WB 237 To Great America Rp / WB 237 From Great America Rp 12 3028
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :

TOTAL:
02/05/2020
15-101398 TA (3-09290) 0 24 0 0 169 40 0 0 19 0 0 0
Office/Industrial
Alviso Hotel Project
NSJ 1 1 0 0 1 3 0 0 0 10 1 4
LEGACY

NORTH SAN JOSE
PDC15-016 (3-18303) 0 32 0 0 45 5 0 0 0 0 0 20
Retail/Commercial

MARRIOTT RESIENCE INN
0 GOLD STREET
PDC16-013 (3-06800) 0 35 0 0 36 13 0 0 0 0 0 12
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
0 251 61
10 1 36
1 92 0
0 0 19
1 92 0 0 251 61 0 0 19 10 1 36
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
AM
EB 237 To Great America Rp / EB 237 From Great America Rp & Great America Py 13 3029
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :

TOTAL:
02/05/2020
15-101398 TA (3-09290) 0 84 0 14 12 0 45 0 0 0 0 0
Office/Industrial
Alviso Hotel Project
NSJ 0 1 2 0 6 0 1 0 5 0 0 0
LEGACY

NORTH SAN JOSE
PDC15-016 (3-18303) 0 27 0 14 19 0 6 0 0 0 0 0
Retail/Commercial

MARRIOTT RESIENCE INN
0 GOLD STREET
PDC16-013 (3-06800) 0 16 0 3 10 0 5 0 0 0 0 0
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
31 47 0
0 0 0
0 128 2
57 0 5
0 128 2 31 47 0 57 0 5 0 0 0
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
PM
EB 237 To Great America Rp / EB 237 From Great America Rp & Great America Py 14 3029
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :

TOTAL:
02/05/2020
15-101398 TA (3-09290) 0 16 0 93 76 0 8 0 0 0 0 0
Office/Industrial
Alviso Hotel Project
NSJ 0 1 1 1 15 0 2 0 6 0 0 0
LEGACY

NORTH SAN JOSE
PDC15-016 (3-18303) 0 26 0 19 25 0 6 0 0 0 0 0
Retail/Commercial

MARRIOTT RESIENCE INN
0 GOLD STREET
PDC16-013 (3-06800) 0 23 0 12 24 0 12 0 0 0 0 0
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
125 140 0
0 0 0
0 66 1
28 0 6
0 66 1 125 140 0 28 0 6 0 0 0
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
AM
N 1st St & Nortech Py
15 3994
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :

TOTAL:
02/05/2020
NSJ 0 0 0 0 0 0 0 0 0 0 0 0
LEGACY

NORTH SAN JOSE
PD13-012 (3-09684) 496 0 0 0 0 0 0 0 122 0 0 0
Office/Industrial

SOUTH BAY
NW CORNER OF SR237 AND N. FIRST STREET
PD13-039 (3-18698) 0 0 0 0 0 0 0 0 0 0 0 0
Office/Industrial

TRAMMEL CROW (R&D)

NW CORNER OF NORTHECH PKWY AND DISK DR
PD14-007 (3-18698) 0 0 512 0 0 0 0 0 0 80 0 0
Office/Industrial
TRAMMEL CROW (MFG.)

NW CORNER OF NORTECH PKWY AND DISK DR
PDC16-013 (3-06800) 0 109 0 2 56 0 0 0 0 0 0 3
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
2 56 0
80 0 3
496 109 512
0 0 122
496 109 512 2 56 0 0 0 122 80 0 3
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
PM
N 1st St & Nortech Py
16 3994
Permit No./Proposed Land
Use/Description/Location
M09
NBL
M08
NBT
M07
NBR
M03
SBL
M02
SBT
M01
SBR
M12
EBL
M11
EBT
M10
EBR
M06
WBL
M05
WBT
M04
WBR

PROJECT TRIPS
Intersection of :

Traffix Node Number :

TOTAL:
02/05/2020
NSJ 0 0 0 0 0 0 0 0 0 0 0 0
LEGACY

NORTH SAN JOSE
PD13-012 (3-09684) 55 0 0 0 0 0 0 0 490 0 0 0
Office/Industrial

SOUTH BAY
NW CORNER OF SR237 AND N. FIRST STREET
PD13-039 (3-18698) 0 0 0 0 0 0 0 0 0 0 0 0
Office/Industrial

TRAMMEL CROW (R&D)

NW CORNER OF NORTHECH PKWY AND DISK DR
PD14-007 (3-18698) 0 0 95 0 0 0 0 0 0 456 0 0
Office/Industrial
TRAMMEL CROW (MFG.)

NW CORNER OF NORTECH PKWY AND DISK DR
PDC16-013 (3-06800) 0 232 0 3 246 0 0 0 0 0 0 3
Retail/Commercial

TOP GOLF
N. FIRST ST. BETWEEN GOLD STREET AND SR 237
3 246 0
456 0 3
55 232 95
0 0 490
55 232 95 3 246 0 0 0 490 456 0 3
Page No:

LEFT THRU RIGHT
NORTH
EAST
SOUTH
WEST
Appendix C: San José VMT Evaluation
Tool

CITY OF SAN JOSE VEHICLE MILES TRAVELED EVALUATION TOOL SUMMARY REPORT PROJECT:

Name: Alviso Hotel Tool Version:

Location: (no project location entered) Date:

Parcel: Parcel Type: Suburb with Single-Family Homes
Proposed Parking Spaces Bicycles: 26
LAND USE:

Residential: Percent of All Residential Units
Single Family 0 DU Extremely Low Income ( < 30% MFI) 0 % Affordable Multi Family 0 DU Very Low Income ( > 30% MFI, < 50% MFI) 0 % Affordable Subtotal 0 DU Low Income ( > 50% MFI, < 80% MFI) 0 % Affordable Office: 0 KSF
Retail: 47.6 KSF
Industrial: 0 KSF

VMT REDUCTION STRATEGIES
Tier 1 - Project Characteristics
Increase Residential Density
Existing Density (DU/Residential Acres in half-mile buffer) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 With Project Density (DU/Residential Acres in half-mile buffer) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 Increase Development Diversity
Existing Activity Mix Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.45 With Project Activity Mix Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.48 Integrate Affordable and Below Market Rate
Extremely Low Income BMR units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 % Very Low Income BMR units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 % Low Income BMR units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 % Increase Employment Density
Existing Density (Jobs/Commercial Acres in half-mile buffer) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 With Project Density (Jobs/Commercial Acres in half-mile buffer) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Tier 2 - Multimodal Infrastructure
Tier 3 - Parking
Tier 4 - TDM Programs
01539020
236
2/29/2019
3/24/2021
Vehicles:

Page 1 of 2 ends

CITY OF SAN JOSE VEHICLE MILES TRAVELED EVALUATION TOOL SUMMARY REPORT

Page 2 of 2 ends

Appendix D: Intersection Operations
Analysis Output Sheets
COMPARE Fri Jul 10 18:04:12 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Unsignalized (Base Volume Alternative)
Existing AM
Intersection #1: N 1st St/Trinity Park Dr
Signal=Uncontrol/Rights=Include
Base Vol: 0 214 0
Lanes: 0 0 0 1 0

Signal=Stop Signal=Stop

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0 0
Cycle Time (sec): 100
0 4

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.030 1! 0
0 Avg Crit Del (sec/veh): 0.6 0
0 0 Avg Delay (sec/veh): 0.6 0 19
LOS: B

Lanes: 0 0 0 1 0
Base Vol: 0 156 5
Signal=Uncontrol/Rights=Include
Street Name: N 1st St Trinity Park Dr
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: 0 156 5 0 214 0 0 0 0 19 0 4
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: 0 156 5 0 214 0 0 0 0 19 0 4
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: 0 156 5 0 214 0 0 0 0 19 0 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 156 5 0 214 0 0 0 0 19 0 4
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

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

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 373 373 159 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 632 561 892 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 632 561 892 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.03 0.00 0.00 ------------|---------------||---------------||---------------||---------------| 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 666 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.6 xxxxx Shared LOS: * * * * * * * * * * B *
ApproachDel: xxxxxx xxxxxx xxxxxx 10.6
ApproachLOS: * * * B
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #1 N 1st St/Trinity Park Dr
******************************************************************************** Base 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
COMPARE Fri Jul 10 18:04:12 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 0 156 5 0 214 0 0 0 0 19 0 4
ApproachDel: xxxxxx xxxxxx xxxxxx 10.6
------------|---------------||---------------||---------------||---------------| 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=23]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=398] FAIL - Total volume less than 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 #1 N 1st St/Trinity Park Dr
******************************************************************************** Base 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 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1! 0 0
Initial Vol: 0 156 5 0 214 0 0 0 0 19 0 4
------------|---------------||---------------||---------------||---------------| Major Street Volume: 375
Minor Approach Volume: 23
Minor Approach Volume Threshold: 481
--------------------------------------------------------------------------------

COMPARE Fri Jul 10 18:04:12 2020 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Unsignalized (Base Volume Alternative)
Existing AM
Intersection #2: N 1st St/Bay Vista Dr
Signal=Uncontrol/Rights=Include
Base Vol: 0 349 0
Lanes: 0 1 0 0 0

Signal=Stop Signal=Stop

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

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

Lanes: 1 0 1 0 0
Base Vol: 0 297 0
Signal=Uncontrol/Rights=Include
Street Name: N 1st St Bay Vista Drive
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: 0 297 0 0 349 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: 0 297 0 0 349 0 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: 0 297 0 0 349 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 297 0 0 349 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 646 349 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 393 699 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 393 699 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.00 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 0 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 #2 N 1st St/Bay Vista Dr
******************************************************************************** Base 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
COMPARE Fri Jul 10 18:04:12 2020 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 1 0 1 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0
Initial Vol: 0 297 0 0 349 0 0 0 0 0 0 0
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| --------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** Base 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 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0
Initial Vol: 0 297 0 0 349 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 646
Minor Approach Volume: 0
Minor Approach Volume Threshold: 435
--------------------------------------------------------------------------------

COMPARE Fri Jul 10 18:04:12 2020 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing AM
Intersection #3: N 1st St/Nortech Pkwy
Signal=Protect/Rights=Include
Base Vol: 0 323 26***
Lanes: 0 1 1 0 1

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol:
0 0
Cycle Time (sec): 76
1 3

1 Loss Time (sec): 12
0 0 0 Critical V/C: 0.209 0 0
0 Avg Crit Del (sec/veh): 10.3 1
0 1 Avg Delay (sec/veh): 11.8 1 75***
LOS: B+

Lanes: 1 0 1 1 0
Base Vol: 7 294*** 224
Signal=Protect/Rights=Include
Street Name: N 1st St Nortech Pkwy
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: 7 294 224 26 323 0 0 0 0 75 0 3
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: 7 294 224 26 323 0 0 0 0 75 0 3
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: 7 294 224 26 323 0 0 0 0 75 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 7 294 224 26 323 0 0 0 0 75 0 3
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: 7 294 224 26 323 0 0 0 0 75 0 3
------------|---------------||---------------||---------------||---------------| 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 0.97 0.92 0.95 0.95 0.92 0.93 1.00 0.92 Lanes: 1.00 1.11 0.89 1.00 2.00 0.00 0.00 1.00 1.00 2.00 0.00 1.00 Final Sat.: 1750 2099 1599 1750 3700 0 0 1800 1750 3550 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.14 0.14 0.01 0.09 0.00 0.00 0.00 0.00 0.02 0.00 0.00 Crit Moves: **** **** ****
Green Time: 22.2 47.0 47.0 7.0 31.8 0.0 0.0 0.0 0.0 10.0 0.0 17.0 Volume/Cap: 0.01 0.23 0.23 0.16 0.21 0.00 0.00 0.00 0.00 0.16 0.00 0.01 Delay/Veh: 19.1 6.5 6.5 32.3 14.2 0.0 0.0 0.0 0.0 29.4 0.0 22.9 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: 19.1 6.5 6.5 32.3 14.2 0.0 0.0 0.0 0.0 29.4 0.0 22.9 LOS by Move: B- A A C- B A A A A C A C+
HCM2kAvgQ: 0 3 3 1 2 0 0 0 0 1 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:04:12 2020 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing AM
Intersection #4: N 1st St/SR 237 WB Ramps
Signal=Protect/Rights=Include
Base Vol: 122 292*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0 0
Cycle Time (sec): 44
1 98

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.573 0 2***
0 Avg Crit Del (sec/veh): 23.3 1
0 0 Avg Delay (sec/veh): 18.2 1 96
LOS: B-

Lanes: 2 0 2 0 0
Base Vol: 997*** 549 0
Signal=Protect/Rights=Include
Street Name: N 1st St SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 997 549 0 0 292 122 0 0 0 96 2 98
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: 997 549 0 0 292 122 0 0 0 96 2 98
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: 997 549 0 0 292 122 0 0 0 96 2 98
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 997 549 0 0 292 122 0 0 0 96 2 98
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: 997 549 0 0 292 122 0 0 0 96 2 98
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.39 0.61 0.00 0.00 0.00 1.96 0.04 1.00 Final Sat.: 3150 3800 0 0 2609 1090 0 0 0 3478 72 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.32 0.14 0.00 0.00 0.11 0.11 0.00 0.00 0.00 0.03 0.03 0.06 Crit Moves: **** **** ****
Green Time: 15.0 25.0 0.0 0.0 10.0 10.0 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.93 0.25 0.00 0.00 0.49 0.49 0.00 0.00 0.00 0.12 0.12 0.25 Delay/Veh: 27.5 4.9 0.0 0.0 15.2 15.2 0.0 0.0 0.0 13.6 13.6 14.2 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: 27.5 4.9 0.0 0.0 15.2 15.2 0.0 0.0 0.0 13.6 13.6 14.2 LOS by Move: C A A A B B A A A B B B
HCM2kAvgQ: 9 2 0 0 3 3 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:04:12 2020 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing AM
Intersection #5: N 1st St/SR 237 EB Ramps
Signal=Protect/Rights=Include
Base Vol: 6 257 111***
Lanes: 0 1 2 0 2

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
23 1
Cycle Time (sec): 94
1 148

0 Loss Time (sec): 12
0 17*** 0 Critical V/C: 0.613 0 3
1 Avg Crit Del (sec/veh): 28.9 1
14 0 Avg Delay (sec/veh): 26.1 1 745***
LOS: C

Lanes: 1 0 2 0 1
Base Vol: 12 1033*** 282
Signal=Protect/Rights=Overlap
Street Name: N 1st St SR 237 EB Ramps
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: 12 1033 282 111 257 6 23 17 14 745 3 148
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: 12 1033 282 111 257 6 23 17 14 745 3 148
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 12 1033 282 111 257 6 23 17 14 745 3 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 1033 282 111 257 6 23 17 14 745 3 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 12 1033 282 111 257 6 23 17 14 745 3 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 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.93 0.07 1.00 0.55 0.45 1.99 0.01 1.00 Final Sat.: 1750 3800 1750 3150 5472 128 1750 987 813 3536 14 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.27 0.16 0.04 0.05 0.05 0.01 0.02 0.02 0.21 0.21 0.00 Crit Moves: **** **** **** ****
Green Time: 18.0 36.6 65.0 7.0 25.7 25.7 10.0 10.0 10.0 28.4 28.4 0.0 Volume/Cap: 0.04 0.70 0.23 0.47 0.17 0.17 0.12 0.16 0.16 0.70 0.70 0.00 Delay/Veh: 31.0 25.5 5.4 43.2 26.1 26.1 38.3 38.6 38.6 31.1 31.1 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: 31.0 25.5 5.4 43.2 26.1 26.1 38.3 38.6 38.6 31.1 31.1 0.0 LOS by Move: C C A D C C D+ D+ D+ C C A
HCM2kAvgQ: 0 13 3 2 2 2 1 1 1 11 11 0
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:04:12 2020 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing AM
Intersection #6: Great America Pkwy/SR 237 WB Ramps
Signal=Protect/Rights=Include
Base Vol: 445*** 146 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0 0
Cycle Time (sec): 72
1 141

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.615 0 9
0 Avg Crit Del (sec/veh): 20.2 1
0 0 Avg Delay (sec/veh): 18.1 1 856***
LOS: B-

Lanes: 2 0 2 0 0
Base Vol: 126*** 273 0
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 126 273 0 0 146 445 0 0 0 856 9 141
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: 126 273 0 0 146 445 0 0 0 856 9 141
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: 126 273 0 0 146 445 0 0 0 856 9 141
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 126 273 0 0 146 445 0 0 0 856 9 141
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: 126 273 0 0 146 445 0 0 0 856 9 141
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.98 0.02 1.00 Final Sat.: 3150 3800 0 0 1900 1750 0 0 0 3513 37 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.07 0.00 0.00 0.08 0.25 0.00 0.00 0.00 0.24 0.24 0.08 Crit Moves: **** **** ****
Green Time: 7.0 35.6 0.0 0.0 28.6 28.6 0.0 0.0 0.0 27.4 27.4 27.4 Volume/Cap: 0.41 0.15 0.00 0.00 0.19 0.64 0.00 0.00 0.00 0.64 0.64 0.21 Delay/Veh: 31.5 10.0 0.0 0.0 14.2 19.1 0.0 0.0 0.0 19.3 19.3 15.2 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: 31.5 10.0 0.0 0.0 14.2 19.1 0.0 0.0 0.0 19.3 19.3 15.2 LOS by Move: C A A A B B- A A A B- B- B
HCM2kAvgQ: 2 2 0 0 2 10 0 0 0 9 9 2
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:04:12 2020 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing AM
Intersection #7: Great America Pkwy/SR 237 EB Ramps
Signal=Protect/Rights=Include
Base Vol: 0 955*** 45
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
193 0
Cycle Time (sec): 76
0 0

1 Loss Time (sec): 9
0 2*** 0 Critical V/C: 0.408 0 0
0 Avg Crit Del (sec/veh): 10.3 0
454 1 Avg Delay (sec/veh): 12.8 0 0
LOS: B

Lanes: 0 0 2 1 1
Base Vol: 0*** 217 361
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 EB Ramps
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 10 10 10 0 0 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: 0 217 361 45 955 0 193 2 454 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: 0 217 361 45 955 0 193 2 454 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 217 361 45 955 0 193 2 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 217 361 45 955 0 193 2 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 217 361 45 955 0 193 2 0 0 0 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 0.95 0.95 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 2.00 1.00 2.00 0.00 0.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 3500 1750 3800 0 1782 18 1750 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.06 0.10 0.03 0.25 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 27.5 27.5 19.3 46.8 0.0 20.2 20.2 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.16 0.28 0.10 0.41 0.00 0.41 0.41 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 16.4 17.3 21.8 7.6 0.0 23.6 23.6 0.0 0.0 0.0 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: 0.0 16.4 17.3 21.8 7.6 0.0 23.6 23.6 0.0 0.0 0.0 0.0 LOS by Move: A B B C+ A A C C A A A A
HCM2kAvgQ: 0 2 3 1 6 0 4 4 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:04:12 2020 Page 1-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Summary Scenario Comparison Report (With Average Critical Delay) Base Volume Alternative
Existing AM
Avg Avg Crit Del Crit Del Intersection LOS (sec) V/C (sec) #1 N 1st St/Trinity Park Dr B 0.6 0.030 0.6 #2 N 1st St/Bay Vista Dr A 0.0 0.000 0.0 #3 N 1st St/Nortech Pkwy B+ 11.8 0.209 10.3 #4 N 1st St/SR 237 WB Ramps B- 18.2 0.573 23.3 #5 N 1st St/SR 237 EB Ramps C 26.1 0.613 28.9 #6 Great America Pkwy/SR 237 WB Ramps B- 18.1 0.615 20.2 #7 Great America Pkwy/SR 237 EB Ramps B 12.8 0.408 10.3 COMPARE Fri Jul 10 18:22:39 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Unsignalized (Base Volume Alternative)
Existing PM
Intersection #1: N 1st St/Trinity Park Dr
Signal=Uncontrol/Rights=Include
Base Vol: 0 384 5
Lanes: 0 0 0 1 0

Signal=Stop Signal=Stop

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0 0
Cycle Time (sec): 100
1 4

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.012 1! 0
0 Avg Crit Del (sec/veh): 0.3 0
0 0 Avg Delay (sec/veh): 0.3 1 6
LOS: B

Lanes: 0 0 0 1 0
Base Vol: 0 155 21
Signal=Uncontrol/Rights=Include
Street Name: N 1st St Trinity Park Dr
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: 0 155 21 5 384 0 0 0 0 6 0 4
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: 0 155 21 5 384 0 0 0 0 6 0 4
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: 0 155 21 5 384 0 0 0 0 6 0 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 155 21 5 384 0 0 0 0 6 0 4
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

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

Cnflict Vol: xxxx xxxx xxxxx 176 xxxx xxxxx xxxx xxxx xxxxx 560 560 166 Potent Cap.: xxxx xxxx xxxxx 1412 xxxx xxxxx xxxx xxxx xxxxx 493 440 884 Move Cap.: xxxx xxxx xxxxx 1412 xxxx xxxxx xxxx xxxx xxxxx 492 439 884 Volume/Cap: xxxx xxxx xxxx 0.00 xxxx xxxx xxxx xxxx xxxx 0.01 0.00 0.00 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 Control Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx 12.4 xxxx 9.1 LOS by Move: * * * A * * * * * 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 598 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.0 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.1 xxxxx Shared LOS: * * * A * * * * * * B *
ApproachDel: xxxxxx xxxxxx xxxxxx 11.1
ApproachLOS: * * * B
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #1 N 1st St/Trinity Park Dr
******************************************************************************** Base 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
COMPARE Fri Jul 10 18:22:39 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 1! 0 1
Initial Vol: 0 155 21 5 384 0 0 0 0 6 0 4
ApproachDel: xxxxxx xxxxxx xxxxxx 11.1
------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=3][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.0]
FAIL - Vehicle-hours less than 5 for two or more lane approach.

Signal Warrant Rule #2: [approach volume=10]
FAIL - Approach volume less than 150 for two or more lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=575] FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #1 N 1st St/Trinity Park Dr
******************************************************************************** Base 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 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 1! 0 1
Initial Vol: 0 155 21 5 384 0 0 0 0 6 0 4
------------|---------------||---------------||---------------||---------------| Major Street Volume: 565
Minor Approach Volume: 10
Minor Approach Volume Threshold: 472
--------------------------------------------------------------------------------

COMPARE Fri Jul 10 18:22:39 2020 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Unsignalized (Base Volume Alternative)
Existing PM
Intersection #2: N 1st St/Bay Vista Dr
Signal=Uncontrol/Rights=Include
Base Vol: 0 442 0
Lanes: 0 0 1 0 0

Signal=Stop Signal=Stop

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0 0
Cycle Time (sec): 100
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 0 Avg Delay (sec/veh): 0.0 0 0
LOS: A

Lanes: 0 0 1 0 0
Base Vol: 0 191 0
Signal=Uncontrol/Rights=Include
Street Name: N 1st St Bay Vista Drive
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: 0 191 0 0 442 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: 0 191 0 0 442 0 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: 0 191 0 0 442 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 191 0 0 442 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

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

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 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 #2 N 1st St/Bay Vista Dr
******************************************************************************** Base 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
COMPARE Fri Jul 10 18:22:39 2020 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
Lanes: 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Initial Vol: 0 191 0 0 442 0 0 0 0 0 0 0
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| --------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** Base 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 0 0 0 0 0 0 0 0 0 0 0 0
Initial Vol: 0 191 0 0 442 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 633
Minor Approach Volume: 0
Minor Approach Volume Threshold: 341
--------------------------------------------------------------------------------

COMPARE Fri Jul 10 18:22:39 2020 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing PM
Intersection #3: N 1st St/Nortech Pkwy
Signal=Protect/Rights=Include
Base Vol: 3 428*** 11
Lanes: 0 1 1 0 1

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base Vol:
0 0
Cycle Time (sec): 76
1 26

1 Loss Time (sec): 12
0 0 0 Critical V/C: 0.229 0 0
0 Avg Crit Del (sec/veh): 19.3 1
12*** 1 Avg Delay (sec/veh): 18.6 1 234***
LOS: B-

Lanes: 1 0 1 1 0
Base Vol: 7*** 165 87
Signal=Protect/Rights=Overlap
Street Name: N 1st St Nortech Pkwy
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: 7 165 87 11 428 3 0 0 12 234 0 26
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: 7 165 87 11 428 3 0 0 12 234 0 26
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: 7 165 87 11 428 3 0 0 12 234 0 26
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 7 165 87 11 428 3 0 0 12 234 0 26
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: 7 165 87 11 428 3 0 0 12 234 0 26
------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 0.95 0.95 0.92 0.93 1.00 0.92 Lanes: 1.00 1.29 0.71 1.00 1.99 0.01 0.00 1.00 1.00 2.00 0.00 1.00 Final Sat.: 1750 2422 1277 1750 3674 26 0 1800 1750 3550 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.07 0.01 0.12 0.12 0.00 0.00 0.01 0.07 0.00 0.01 Crit Moves: **** **** **** ****
Green Time: 7.0 21.8 38.8 15.2 30.0 30.0 0.0 0.0 10.0 17.0 0.0 32.2 Volume/Cap: 0.04 0.24 0.13 0.03 0.29 0.29 0.00 0.00 0.05 0.29 0.00 0.04 Delay/Veh: 31.6 20.9 9.8 24.5 15.9 15.9 0.0 0.0 29.0 24.7 0.0 12.8 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: 31.6 20.9 9.8 24.5 15.9 15.9 0.0 0.0 29.0 24.7 0.0 12.8 LOS by Move: C C+ A C B B A A C C A B
HCM2k95thQ: 0 5 3 0 7 7 0 0 1 5 0 1
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:22:39 2020 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing PM
Intersection #4: N 1st St/SR 237 WB Ramps
Signal=Protect/Rights=Include
Base Vol: 117 866*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0 0
Cycle Time (sec): 44
1 91

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.661 0 4
0 Avg Crit Del (sec/veh): 18.8 1
0 0 Avg Delay (sec/veh): 17.8 1 231***
LOS: B

Lanes: 2 0 2 0 0
Base Vol: 612*** 108 0
Signal=Protect/Rights=Include
Street Name: N 1st St SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 612 108 0 0 866 117 0 0 0 231 4 91
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: 612 108 0 0 866 117 0 0 0 231 4 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: 612 108 0 0 866 117 0 0 0 231 4 91
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 612 108 0 0 866 117 0 0 0 231 4 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: 612 108 0 0 866 117 0 0 0 231 4 91
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.76 0.24 0.00 0.00 0.00 1.97 0.03 1.00 Final Sat.: 3150 3800 0 0 3259 440 0 0 0 3490 60 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.03 0.00 0.00 0.27 0.27 0.00 0.00 0.00 0.07 0.07 0.05 Crit Moves: **** **** ****
Green Time: 10.6 25.0 0.0 0.0 14.4 14.4 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.81 0.05 0.00 0.00 0.81 0.81 0.00 0.00 0.00 0.29 0.29 0.23 Delay/Veh: 22.3 4.2 0.0 0.0 17.7 17.7 0.0 0.0 0.0 14.3 14.3 14.2 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: 22.3 4.2 0.0 0.0 17.7 17.7 0.0 0.0 0.0 14.3 14.3 14.2 LOS by Move: C+ A A A B B A A A B B B
HCM2k95thQ: 10 1 0 0 17 17 0 0 0 3 3 3
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:22:39 2020 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing PM
Intersection #5: N 1st St/SR 237 EB Ramps
Signal=Protect/Rights=Include
Base Vol: 8 529 530***
Lanes: 0 1 2 0 2

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
5 1
Cycle Time (sec): 75
1 11

0 Loss Time (sec): 12
0 5*** 0 Critical V/C: 0.508 0 7***
1 Avg Crit Del (sec/veh): 25.3 1
14 0 Avg Delay (sec/veh): 22.3 1 207
LOS: C+

Lanes: 1 0 2 0 1
Base Vol: 26 712*** 343
Signal=Protect/Rights=Overlap
Street Name: N 1st St SR 237 EB Ramps
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: 26 712 343 530 529 8 5 5 14 207 7 11
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: 26 712 343 530 529 8 5 5 14 207 7 11
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: 26 712 343 530 529 8 5 5 14 207 7 11
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 26 712 343 530 529 8 5 5 14 207 7 11
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: 26 712 343 530 529 8 5 5 14 207 7 11
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.95 0.05 1.00 0.26 0.74 1.94 0.06 1.00 Final Sat.: 1750 3800 1750 3150 5516 83 1750 474 1326 3434 116 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.19 0.20 0.17 0.10 0.10 0.00 0.01 0.01 0.06 0.06 0.01 Crit Moves: **** **** **** ****
Green Time: 17.7 22.7 32.7 20.3 25.3 25.3 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.06 0.62 0.45 0.62 0.28 0.28 0.02 0.08 0.08 0.45 0.45 0.05 Delay/Veh: 22.3 23.5 15.3 25.4 18.3 18.3 28.3 28.6 28.6 30.7 30.7 28.4 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: 22.3 23.5 15.3 25.4 18.3 18.3 28.3 28.6 28.6 30.7 30.7 28.4 LOS by Move: C+ C B C B- B- C C C C C C
HCM2k95thQ: 1 15 12 12 6 6 0 1 1 6 6 1
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:22:39 2020 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing PM
Intersection #6: Great America Pkwy/SR 237 WB Ramps
Signal=Protect/Rights=Include
Base Vol: 249*** 126 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0 0
Cycle Time (sec): 101
1 226

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.453 0 3
0 Avg Crit Del (sec/veh): 28.3 1
0 0 Avg Delay (sec/veh): 23.9 1 553***
LOS: C

Lanes: 2 0 2 0 0
Base Vol: 357*** 432 0
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 357 432 0 0 126 249 0 0 0 553 3 226
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: 357 432 0 0 126 249 0 0 0 553 3 226
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: 357 432 0 0 126 249 0 0 0 553 3 226
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 357 432 0 0 126 249 0 0 0 553 3 226
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: 357 432 0 0 126 249 0 0 0 553 3 226
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.99 0.01 1.00 Final Sat.: 3150 3800 0 0 1900 1750 0 0 0 3531 19 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.11 0.00 0.00 0.07 0.14 0.00 0.00 0.00 0.16 0.16 0.13 Crit Moves: **** **** ****
Green Time: 25.3 57.0 0.0 0.0 31.8 31.8 0.0 0.0 0.0 35.0 35.0 35.0 Volume/Cap: 0.45 0.20 0.00 0.00 0.21 0.45 0.00 0.00 0.00 0.45 0.45 0.37 Delay/Veh: 32.4 10.8 0.0 0.0 25.5 28.1 0.0 0.0 0.0 25.9 25.9 25.2 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: 32.4 10.8 0.0 0.0 25.5 28.1 0.0 0.0 0.0 25.9 25.9 25.2 LOS by Move: C- B+ A A C C A A A C C C
HCM2k95thQ: 11 6 0 0 6 13 0 0 0 14 14 11
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:22:39 2020 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Base Volume Alternative)
Existing PM
Intersection #7: Great America Pkwy/SR 237 EB Ramps
Signal=Protect/Rights=Include
Base Vol: 0 627 50***
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
169 0
Cycle Time (sec): 76
0 0

1 Loss Time (sec): 9
0 13*** 0 Critical V/C: 0.409 0 0
0 Avg Crit Del (sec/veh): 12.4 0
125 1 Avg Delay (sec/veh): 10.4 0 0
LOS: B+

Lanes: 0 0 2 1 1
Base Vol: 0 644 808***
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 EB Ramps
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 10 10 10 0 0 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: 0 644 808 50 627 0 169 13 125 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: 0 644 808 50 627 0 169 13 125 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 644 808 50 627 0 169 13 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 644 808 50 627 0 169 13 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 644 808 50 627 0 169 13 0 0 0 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 0.95 0.95 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 2.00 1.00 2.00 0.00 0.93 0.07 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 3500 1750 3800 0 1671 129 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.17 0.23 0.03 0.17 0.00 0.10 0.10 0.00 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 41.7 41.7 7.0 48.7 0.0 18.3 18.3 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.31 0.42 0.31 0.26 0.00 0.42 0.42 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 9.3 10.1 33.3 5.9 0.0 25.1 25.1 0.0 0.0 0.0 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: 0.0 9.3 10.1 33.3 5.9 0.0 25.1 25.1 0.0 0.0 0.0 0.0 LOS by Move: A A B+ C- A A C C A A A A
HCM2k95thQ: 0 8 12 2 6 0 8 8 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Fri Jul 10 18:22:39 2020 Page 1-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Summary Scenario Comparison Report (With Average Critical Delay) Base Volume Alternative
Existing PM
Avg Avg Crit Del Crit Del Intersection LOS (sec) V/C (sec) #1 N 1st St/Trinity Park Dr B 0.3 0.012 0.3 #2 N 1st St/Bay Vista Dr A 0.0 0.000 0.0 #3 N 1st St/Nortech Pkwy B- 18.6 0.229 19.3 #4 N 1st St/SR 237 WB Ramps B 17.8 0.661 18.8 #5 N 1st St/SR 237 EB Ramps C+ 22.3 0.508 25.3 #6 Great America Pkwy/SR 237 WB Ramps C 23.9 0.453 28.3 #7 Great America Pkwy/SR 237 EB Ramps B+ 10.4 0.409 12.4 COMPARE Mon Jul 20 10:35:55 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #1: N 1st St/Trinity Park Dr
Signal=Permit/Rights=Include
Final Vol: 0 214*** 0
Lanes: 0 0 1 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 1
Cycle Time (sec): 90
0 4

0 Loss Time (sec): 9
1 34*** 0 Critical V/C: 0.222 0 24
1 Avg Crit Del (sec/veh): 19.3 0
13 0 Avg Delay (sec/veh): 16.8 1 107***
LOS: B

Lanes: 0 1 0 0 1
Final Vol: 22 176 5
Signal=Permit/Rights=Include
Street Name: N 1st St Trinity Park Dr
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: 0 156 5 0 214 0 0 0 0 19 0 4
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: 0 156 5 0 214 0 0 0 0 19 0 4
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 22 20 0 0 0 0 0 34 13 88 24 0
Initial Fut: 22 176 5 0 214 0 0 34 13 107 24 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 176 5 0 214 0 0 34 13 107 24 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 176 5 0 214 0 0 34 13 107 24 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 176 5 0 214 0 0 34 13 107 24 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 1.00 0.92 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 0.11 0.89 1.00 0.00 1.00 0.00 1.00 0.72 0.28 1.00 0.86 0.14 Final Sat.: 200 1600 1750 0 1900 0 1750 1302 498 1750 1543 257 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.11 0.00 0.00 0.11 0.00 0.00 0.03 0.03 0.06 0.02 0.02 Crit Moves: **** **** ****
Green Time: 45.6 45.6 45.6 0.0 45.6 0.0 0.0 10.6 10.6 24.8 35.4 35.4 Volume/Cap: 0.22 0.22 0.01 0.00 0.22 0.00 0.00 0.22 0.22 0.22 0.04 0.04 Delay/Veh: 12.4 12.4 11.0 0.0 12.4 0.0 0.0 36.5 36.5 25.4 16.9 16.9 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: 12.4 12.4 11.0 0.0 12.4 0.0 0.0 36.5 36.5 25.4 16.9 16.9 LOS by Move: B B B+ A B A A D+ D+ C B B
HCM2k95thQ: 6 6 0 0 7 0 0 3 3 5 1 1
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #1: N 1st St/Trinity Park Dr
Signal=Permit/Rights=Include
Final Vol: 4 226*** 0
Lanes: 0 0 1 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
11 1
Cycle Time (sec): 90
0 4

0 Loss Time (sec): 9
1 34 0 Critical V/C: 0.243 0 24
1 Avg Crit Del (sec/veh): 19.4 0
20*** 0 Avg Delay (sec/veh): 17.8 1 107***
LOS: B

Lanes: 0 1 0 0 1
Final Vol: 32 176 5
Signal=Permit/Rights=Include
Street Name: N 1st St Trinity Park Dr
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: 0 156 5 0 214 0 0 0 0 19 0 4
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: 0 156 5 0 214 0 0 0 0 19 0 4
Added Vol: 10 0 0 0 12 4 11 0 7 0 0 0
San Jose AT: 22 20 0 0 0 0 0 34 13 88 24 0
Initial Fut: 32 176 5 0 226 4 11 34 20 107 24 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 32 176 5 0 226 4 11 34 20 107 24 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 32 176 5 0 226 4 11 34 20 107 24 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 32 176 5 0 226 4 11 34 20 107 24 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 0.15 0.85 1.00 0.00 0.98 0.02 1.00 0.63 0.37 1.00 0.86 0.14 Final Sat.: 277 1523 1750 0 1769 31 1750 1133 667 1750 1543 257 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.00 0.00 0.13 0.13 0.01 0.03 0.03 0.06 0.02 0.02 Crit Moves: **** **** ****
Green Time: 47.3 47.3 47.3 0.0 47.3 47.3 28.1 11.1 11.1 22.6 5.6 5.6 Volume/Cap: 0.22 0.22 0.01 0.00 0.24 0.24 0.02 0.24 0.24 0.24 0.25 0.25 Delay/Veh: 11.6 11.6 10.2 0.0 11.8 11.8 21.4 36.2 36.2 27.2 41.3 41.3 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: 11.6 11.6 10.2 0.0 11.8 11.8 21.4 36.2 36.2 27.2 41.3 41.3 LOS by Move: B+ B+ B+ A B+ B+ C+ D+ D+ C D D
HCM2k95thQ: 6 6 0 0 7 7 0 3 3 5 2 2
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background AM
Intersection #2: N 1st St/Bay Vista Dr
Signal=Uncontrol/Rights=Include
Final Vol: 0 407 0
Lanes: 0 1 0 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 0

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

Lanes: 1 0 1 0 0
Final Vol: 0 486 0
Signal=Uncontrol/Rights=Include
Street Name: N 1st St Bay Vista Drive
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: 0 297 0 0 349 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: 0 297 0 0 349 0 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 0 189 0 0 58 0 0 0 0 0 0 0
Initial Fut: 0 486 0 0 407 0 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: 0 486 0 0 407 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 486 0 0 407 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 893 407 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 283 648 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 283 648 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.00 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 0 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 #2 N 1st St/Bay Vista Dr
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Mon Jul 20 10:35:55 2020 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ------------|---------------||---------------||---------------||---------------| 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 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0
Initial Vol: 0 486 0 0 407 0 0 0 0 0 0 0
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| --------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** 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 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0
Initial Vol: 0 486 0 0 407 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 893
Minor Approach Volume: 0
Minor Approach Volume Threshold: 324
--------------------------------------------------------------------------------

COMPARE Mon Jul 20 10:35:55 2020 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PP AM
Intersection #2: N 1st St/Bay Vista Dr
Signal=Uncontrol/Rights=Include
Final Vol: 12 414 0
Lanes: 0 1 0 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 0

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.031 0 0
1 Avg Crit Del (sec/veh): 0.5 0
20 0 Avg Delay (sec/veh): 0.5 0 0
LOS: B

Lanes: 1 0 1 0 0
Final Vol: 29 496 0
Signal=Uncontrol/Rights=Include
Street Name: N 1st St Bay Vista Drive
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: 0 297 0 0 349 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: 0 297 0 0 349 0 0 0 0 0 0 0
Added Vol: 29 10 0 0 7 12 0 0 20 0 0 0
San Jose AT: 0 189 0 0 58 0 0 0 0 0 0 0
Initial Fut: 29 496 0 0 414 12 0 0 20 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: 29 496 0 0 414 12 0 0 20 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 29 496 0 0 414 12 0 0 20 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: 426 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 420 xxxx xxxx xxxxx Potent Cap.: 1144 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 638 xxxx xxxx xxxxx Move Cap.: 1144 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 638 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 xxxx xxxx xxxxx Control Del: 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.8 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 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 10.8 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Mon Jul 20 10:35:55 2020 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ------------|---------------||---------------||---------------||---------------| 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 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0
Initial Vol: 29 496 0 0 414 12 0 0 20 0 0 0
ApproachDel: xxxxxx xxxxxx 10.8 xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[eastbound][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=971] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** 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 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0
Initial Vol: 29 496 0 0 414 12 0 0 20 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 951
Minor Approach Volume: 20
Minor Approach Volume Threshold: 302
--------------------------------------------------------------------------------

COMPARE Mon Jul 20 10:35:55 2020 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #3: N 1st St/Nortech Pkwy
Signal=Protect/Rights=Include
Final Vol: 0 379 28***
Lanes: 0 1 1 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:
0 0
Cycle Time (sec): 76
1 6

1 Loss Time (sec): 12
0 0 0 Critical V/C: 0.653 0 0
0 Avg Crit Del (sec/veh): 22.6 1
122*** 1 Avg Delay (sec/veh): 21.8 1 155***
LOS: C+

Lanes: 1 0 1 1 0
Final Vol: 503 403 736***
Signal=Protect/Rights=Include
Street Name: N 1st St Nortech Pkwy
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: 7 294 224 26 323 0 0 0 0 75 0 3
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: 7 294 224 26 323 0 0 0 0 75 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 496 109 512 2 56 0 0 0 122 80 0 3
Initial Fut: 503 403 736 28 379 0 0 0 122 155 0 6
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: 503 403 736 28 379 0 0 0 122 155 0 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 503 403 736 28 379 0 0 0 122 155 0 6
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: 503 403 736 28 379 0 0 0 122 155 0 6
------------|---------------||---------------||---------------||---------------| 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 0.97 0.92 0.95 0.95 0.92 0.93 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 2.00 0.00 1.00 Final Sat.: 1750 1900 1750 1750 3700 0 0 1800 1750 3550 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.29 0.21 0.42 0.02 0.10 0.00 0.00 0.00 0.07 0.04 0.00 0.00 Crit Moves: **** **** **** ****
Green Time: 32.5 40.3 40.3 7.0 14.9 0.0 0.0 0.0 6.7 10.0 0.0 17.0 Volume/Cap: 0.67 0.40 0.79 0.17 0.52 0.00 0.00 0.00 0.79 0.33 0.00 0.02 Delay/Veh: 19.9 10.7 17.6 32.3 28.1 0.0 0.0 0.0 57.9 30.4 0.0 23.0 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: 19.9 10.7 17.6 32.3 28.1 0.0 0.0 0.0 57.9 30.4 0.0 23.0 LOS by Move: B- B+ B C- C A A A E+ C A C+
HCM2k95thQ: 20 11 30 2 9 0 0 0 10 4 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #3: N 1st St/Nortech Pkwy
Signal=Protect/Rights=Include
Final Vol: 0 406 28***
Lanes: 0 1 1 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:
0 0
Cycle Time (sec): 76
1 6

1 Loss Time (sec): 12
0 0 0 Critical V/C: 0.653 0 0
0 Avg Crit Del (sec/veh): 22.4 1
122*** 1 Avg Delay (sec/veh): 21.8 1 155***
LOS: C+

Lanes: 1 0 1 1 0
Final Vol: 503 442 736***
Signal=Protect/Rights=Include
Street Name: N 1st St Nortech Pkwy
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: 7 294 224 26 323 0 0 0 0 75 0 3
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: 7 294 224 26 323 0 0 0 0 75 0 3
Added Vol: 0 39 0 0 27 0 0 0 0 0 0 0
San Jose AT: 496 109 512 2 56 0 0 0 122 80 0 3
Initial Fut: 503 442 736 28 406 0 0 0 122 155 0 6
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: 503 442 736 28 406 0 0 0 122 155 0 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 503 442 736 28 406 0 0 0 122 155 0 6
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: 503 442 736 28 406 0 0 0 122 155 0 6
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.29 0.23 0.42 0.02 0.11 0.00 0.00 0.00 0.07 0.04 0.00 0.00 Crit Moves: **** **** **** ****
Green Time: 32.5 40.3 40.3 7.0 14.9 0.0 0.0 0.0 6.7 10.0 0.0 17.0 Volume/Cap: 0.67 0.44 0.79 0.17 0.56 0.00 0.00 0.00 0.79 0.33 0.00 0.02 Delay/Veh: 19.9 11.0 17.5 32.3 28.6 0.0 0.0 0.0 57.9 30.4 0.0 23.0 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: 19.9 11.0 17.5 32.3 28.6 0.0 0.0 0.0 57.9 30.4 0.0 23.0 LOS by Move: B- B+ B C- C A A A E+ C A C+
HCM2k95thQ: 20 12 30 2 10 0 0 0 10 4 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #4: N 1st St/SR 237 WB Ramps
Signal=Protect/Rights=Include
Final Vol: 170 525*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 44
1 433***

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.947 0 2
0 Avg Crit Del (sec/veh): 39.1 1
0 0 Avg Delay (sec/veh): 27.0 1 117
LOS: C

Lanes: 2 0 2 0 0
Final Vol: 1001*** 1196 0
Signal=Protect/Rights=Include
Street Name: N 1st St SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 997 549 0 0 292 122 0 0 0 96 2 98
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: 997 549 0 0 292 122 0 0 0 96 2 98
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 4 647 0 0 233 48 0 0 0 21 0 335
Initial Fut: 1001 1196 0 0 525 170 0 0 0 117 2 433
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: 1001 1196 0 0 525 170 0 0 0 117 2 433
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1001 1196 0 0 525 170 0 0 0 117 2 433
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: 1001 1196 0 0 525 170 0 0 0 117 2 433
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.50 0.50 0.00 0.00 0.00 1.97 0.03 1.00 Final Sat.: 3150 3800 0 0 2794 905 0 0 0 3490 60 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.32 0.31 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.03 0.03 0.25 Crit Moves: **** **** ****
Green Time: 14.1 24.1 0.0 0.0 10.0 10.0 0.0 0.0 0.0 10.9 10.9 10.9 Volume/Cap: 0.99 0.58 0.00 0.00 0.83 0.83 0.00 0.00 0.00 0.13 0.13 0.99 Delay/Veh: 42.0 7.0 0.0 0.0 23.0 23.0 0.0 0.0 0.0 12.9 12.9 58.2 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: 42.0 7.0 0.0 0.0 23.0 23.0 0.0 0.0 0.0 12.9 12.9 58.2 LOS by Move: D A A A C+ C+ A A A B B E+
HCM2k95thQ: 18 10 0 0 14 14 0 0 0 2 2 24
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #4: N 1st St/SR 237 WB Ramps
Signal=Protect/Rights=Include
Final Vol: 180 542*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 44
1 447***

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.966 0 2
0 Avg Crit Del (sec/veh): 42.2 1
0 0 Avg Delay (sec/veh): 29.0 1 117
LOS: C

Lanes: 2 0 2 0 0
Final Vol: 1001*** 1221 0
Signal=Protect/Rights=Include
Street Name: N 1st St SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 997 549 0 0 292 122 0 0 0 96 2 98
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: 997 549 0 0 292 122 0 0 0 96 2 98
Added Vol: 0 25 0 0 17 10 0 0 0 0 0 14
San Jose AT: 4 647 0 0 233 48 0 0 0 21 0 335
Initial Fut: 1001 1221 0 0 542 180 0 0 0 117 2 447
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: 1001 1221 0 0 542 180 0 0 0 117 2 447
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1001 1221 0 0 542 180 0 0 0 117 2 447
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: 1001 1221 0 0 542 180 0 0 0 117 2 447
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.49 0.51 0.00 0.00 0.00 1.97 0.03 1.00 Final Sat.: 3150 3800 0 0 2777 922 0 0 0 3490 60 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.32 0.32 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.03 0.03 0.26 Crit Moves: **** **** ****
Green Time: 13.9 23.9 0.0 0.0 10.0 10.0 0.0 0.0 0.0 11.1 11.1 11.1 Volume/Cap: 1.01 0.59 0.00 0.00 0.86 0.86 0.00 0.00 0.00 0.13 0.13 1.01 Delay/Veh: 45.8 7.3 0.0 0.0 25.2 25.2 0.0 0.0 0.0 12.8 12.8 61.4 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: 45.8 7.3 0.0 0.0 25.2 25.2 0.0 0.0 0.0 12.8 12.8 61.4 LOS by Move: D A A A C C A A A B B E
HCM2k95thQ: 18 10 0 0 16 16 0 0 0 2 2 25
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #5: N 1st St/SR 237 EB Ramps
Signal=Protect/Rights=Include
Final Vol: 11 425 204***
Lanes: 0 1 2 0 2

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol:
30 1
Cycle Time (sec): 94
1 0

0 Loss Time (sec): 12
0 20*** 0 Critical V/C: 0.846 0 4***
1 Avg Crit Del (sec/veh): 44.8 1
14 0 Avg Delay (sec/veh): 38.8 1 858
LOS: D+

Lanes: 1 0 2 0 1
Final Vol: 12 1564*** 297
Signal=Protect/Rights=Overlap
Street Name: N 1st St SR 237 EB Ramps
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: 12 1033 282 111 257 6 23 17 14 745 3 148
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: 12 1033 282 111 257 6 23 17 14 745 3 148
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 0 531 15 93 168 5 7 3 0 113 1 181
Initial Fut: 12 1564 297 204 425 11 30 20 14 858 4 329
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 12 1564 297 204 425 11 30 20 14 858 4 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 1564 297 204 425 11 30 20 14 858 4 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 12 1564 297 204 425 11 30 20 14 858 4 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 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.92 0.08 1.00 0.59 0.41 1.99 0.01 1.00 Final Sat.: 1750 3800 1750 3150 5459 141 1750 1059 741 3534 16 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.41 0.17 0.06 0.08 0.08 0.02 0.02 0.02 0.24 0.24 0.00 Crit Moves: **** **** **** ****
Green Time: 19.7 40.9 65.0 7.0 28.2 28.2 10.0 10.0 10.0 24.1 24.1 0.0 Volume/Cap: 0.03 0.95 0.25 0.87 0.26 0.26 0.16 0.18 0.18 0.95 0.95 0.00 Delay/Veh: 29.6 37.3 5.5 70.6 25.1 25.1 38.6 38.7 38.7 52.5 52.5 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: 29.6 37.3 5.5 70.6 25.1 25.1 38.6 38.7 38.7 52.5 52.5 0.0 LOS by Move: C D+ A E C C D+ D+ D+ D- D- A
HCM2k95thQ: 1 44 7 7 6 6 2 2 2 31 31 0
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #5: N 1st St/SR 237 EB Ramps
Signal=Protect/Rights=Include
Final Vol: 11 433 214***
Lanes: 0 1 2 0 2

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol:
30 1
Cycle Time (sec): 94
1 0

0 Loss Time (sec): 12
0 20*** 0 Critical V/C: 0.853 0 4***
1 Avg Crit Del (sec/veh): 46.2 1
14 0 Avg Delay (sec/veh): 39.9 1 858
LOS: D

Lanes: 1 0 2 0 1
Final Vol: 12 1575*** 297
Signal=Protect/Rights=Overlap
Street Name: N 1st St SR 237 EB Ramps
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: 12 1033 282 111 257 6 23 17 14 745 3 148
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: 12 1033 282 111 257 6 23 17 14 745 3 148
Added Vol: 0 11 0 10 8 0 0 0 0 0 0 14
San Jose AT: 0 531 15 93 168 5 7 3 0 113 1 181
Initial Fut: 12 1575 297 214 433 11 30 20 14 858 4 343
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 12 1575 297 214 433 11 30 20 14 858 4 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 1575 297 214 433 11 30 20 14 858 4 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 12 1575 297 214 433 11 30 20 14 858 4 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 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.92 0.08 1.00 0.59 0.41 1.99 0.01 1.00 Final Sat.: 1750 3800 1750 3150 5461 139 1750 1059 741 3534 16 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.41 0.17 0.07 0.08 0.08 0.02 0.02 0.02 0.24 0.24 0.00 Crit Moves: **** **** **** ****
Green Time: 19.8 41.0 65.0 7.0 28.2 28.2 10.0 10.0 10.0 24.0 24.0 0.0 Volume/Cap: 0.03 0.95 0.25 0.91 0.26 0.26 0.16 0.18 0.18 0.95 0.95 0.00 Delay/Veh: 29.6 37.9 5.5 79.1 25.1 25.1 38.6 38.7 38.7 53.4 53.4 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: 29.6 37.9 5.5 79.1 25.1 25.1 38.6 38.7 38.7 53.4 53.4 0.0 LOS by Move: C D+ A E- C C D+ D+ D+ D- D- A
HCM2k95thQ: 1 45 7 8 6 6 2 2 2 31 31 0
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #6: Great America Pkwy/SR 237 WB Ramps
Signal=Protect/Rights=Include
Final Vol: 459*** 218 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 72
1 167

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.626 0 9***
0 Avg Crit Del (sec/veh): 20.3 1
104 0 Avg Delay (sec/veh): 16.8 1 861
LOS: B

Lanes: 2 0 2 0 0
Final Vol: 126*** 455 0
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 126 273 0 0 146 445 0 0 0 856 9 141
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: 126 273 0 0 146 445 0 0 0 856 9 141
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 0 182 0 0 72 14 0 0 104 5 0 26
Initial Fut: 126 455 0 0 218 459 0 0 104 861 9 167
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 455 0 0 218 459 0 0 104 861 9 167
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 126 455 0 0 218 459 0 0 104 861 9 167
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 455 0 0 218 459 0 0 104 861 9 167
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.98 0.02 1.00 Final Sat.: 3150 3800 0 0 1900 1750 0 0 0 3513 37 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.00 0.00 0.11 0.26 0.00 0.00 xxxx 0.25 0.25 0.10 Crit Moves: **** **** ****
Green Time: 7.0 36.0 0.0 0.0 29.0 29.0 0.0 0.0 0.0 27.0 27.0 27.0 Volume/Cap: 0.41 0.24 0.00 0.00 0.29 0.65 0.00 0.00 xxxx 0.65 0.65 0.25 Delay/Veh: 31.5 10.3 0.0 0.0 14.6 18.9 0.0 0.0 0.0 19.8 19.8 15.7 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: 31.5 10.3 0.0 0.0 14.6 18.9 0.0 0.0 0.0 19.8 19.8 15.7 LOS by Move: C B+ A A B B- A A A B- B- B
HCM2k95thQ: 3 6 0 0 7 18 0 0 4 18 18 6
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #6: Great America Pkwy/SR 237 WB Ramps
Signal=Protect/Rights=Include
Final Vol: 465*** 222 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 72
1 167

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.629 0 9***
0 Avg Crit Del (sec/veh): 20.4 1
104 0 Avg Delay (sec/veh): 16.8 1 861
LOS: B

Lanes: 2 0 2 0 0
Final Vol: 126*** 469 0
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 126 273 0 0 146 445 0 0 0 856 9 141
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: 126 273 0 0 146 445 0 0 0 856 9 141
Added Vol: 0 14 0 0 4 6 0 0 0 0 0 0
San Jose AT: 0 182 0 0 72 14 0 0 104 5 0 26
Initial Fut: 126 469 0 0 222 465 0 0 104 861 9 167
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 469 0 0 222 465 0 0 104 861 9 167
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 126 469 0 0 222 465 0 0 104 861 9 167
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 469 0 0 222 465 0 0 104 861 9 167
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.98 0.02 1.00 Final Sat.: 3150 3800 0 0 1900 1750 0 0 0 3513 37 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.00 0.00 0.12 0.27 0.00 0.00 xxxx 0.25 0.25 0.10 Crit Moves: **** **** ****
Green Time: 7.0 36.1 0.0 0.0 29.1 29.1 0.0 0.0 0.0 26.9 26.9 26.9 Volume/Cap: 0.41 0.25 0.00 0.00 0.29 0.66 0.00 0.00 xxxx 0.66 0.66 0.26 Delay/Veh: 31.5 10.3 0.0 0.0 14.5 18.9 0.0 0.0 0.0 20.0 20.0 15.8 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: 31.5 10.3 0.0 0.0 14.5 18.9 0.0 0.0 0.0 20.0 20.0 15.8 LOS by Move: C B+ A A B B- A A A B- B- B
HCM2k95thQ: 3 6 0 0 7 18 0 0 4 18 18 6
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #7: Great America Pkwy/SR 237 EB Ramps
Signal=Protect/Rights=Include
Final Vol: 0 1002*** 76
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
250*** 0
Cycle Time (sec): 76
0 0

1 Loss Time (sec): 9
0 2 0 Critical V/C: 0.458 0 0
0 Avg Crit Del (sec/veh): 11.9 0
0 1 Avg Delay (sec/veh): 14.6 0 0
LOS: B

Lanes: 0 0 2 1 1
Final Vol: 0*** 345 363
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 EB Ramps
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 10 10 10 0 0 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: 0 217 361 45 955 0 193 2 454 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: 0 217 361 45 955 0 193 2 454 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 0 128 2 31 47 0 57 0 5 0 0 0
Initial Fut: 0 345 363 76 1002 0 250 2 459 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 345 363 76 1002 0 250 2 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 345 363 76 1002 0 250 2 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 345 363 76 1002 0 250 2 0 0 0 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 0.95 0.95 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 2.00 1.00 2.00 0.00 0.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 3500 1750 3800 0 1786 14 1750 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.09 0.10 0.04 0.26 0.00 0.14 0.14 0.00 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 25.7 25.7 18.0 43.8 0.0 23.2 23.2 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.27 0.31 0.18 0.46 0.00 0.46 0.46 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 18.3 18.6 23.3 9.4 0.0 21.9 21.9 0.0 0.0 0.0 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: 0.0 18.3 18.6 23.3 9.4 0.0 21.9 21.9 0.0 0.0 0.0 0.0 LOS by Move: A B- B- C A A C+ C+ A A A A
HCM2k95thQ: 0 6 7 3 13 0 10 10 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 10:35:55 2020 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #7: Great America Pkwy/SR 237 EB Ramps
Signal=Protect/Rights=Include
Final Vol: 0 1006*** 76
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
258*** 0
Cycle Time (sec): 76
0 0

1 Loss Time (sec): 9
0 2 0 Critical V/C: 0.464 0 0
0 Avg Crit Del (sec/veh): 12.2 0
0 1 Avg Delay (sec/veh): 14.8 0 0
LOS: B

Lanes: 0 0 2 1 1
Final Vol: 0*** 351 363
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 EB Ramps
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 10 10 10 0 0 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: 0 217 361 45 955 0 193 2 454 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: 0 217 361 45 955 0 193 2 454 0 0 0
Added Vol: 0 6 0 0 4 0 8 0 0 0 0 0
San Jose AT: 0 128 2 31 47 0 57 0 5 0 0 0
Initial Fut: 0 351 363 76 1006 0 258 2 459 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 351 363 76 1006 0 258 2 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 351 363 76 1006 0 258 2 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 351 363 76 1006 0 258 2 0 0 0 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 0.95 0.95 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 2.00 1.00 2.00 0.00 0.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 3500 1750 3800 0 1786 14 1750 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.09 0.10 0.04 0.26 0.00 0.14 0.14 0.00 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 25.5 25.5 17.8 43.3 0.0 23.7 23.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.28 0.31 0.18 0.46 0.00 0.46 0.46 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 18.5 18.8 23.5 9.7 0.0 21.7 21.7 0.0 0.0 0.0 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: 0.0 18.5 18.8 23.5 9.7 0.0 21.7 21.7 0.0 0.0 0.0 0.0 LOS by Move: A B- B- C A A C+ C+ A A A A
HCM2k95thQ: 0 6 7 3 13 0 11 11 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 13 13:09:09 2020 Page 1-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative
Background AM Background PP AM
Avg Avg Avg Avg Crit Avg Crit Crit Crit Del Crit Del Del Crit V/C Del Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change #1 N 1st St/Trinity Park Dr B 16.8 0.222 19.3 B 17.8 0.243 + 0.021 19.4 + 0.1 #2 N 1st St/Bay Vista Dr A 0.0 0.000 0.0 B 0.5 0.031 + 0.031 0.5 + 0.5 #3 N 1st St/Nortech Pkwy C+ 21.8 0.653 22.6 C+ 21.8 0.653 + 0.000 22.4 - 0.2 #4 N 1st St/SR 237 WB Ramps C 27.0 0.947 39.1 C 29.0 0.966 + 0.019 42.2 + 3.1 #5 N 1st St/SR 237 EB Ramps D+ 38.8 0.846 44.8 D 39.9 0.853 + 0.007 46.2 + 1.4 #6 Great America Pkwy/SR 237 WB Ramps B 16.8 0.626 20.3 B 16.8 0.629 + 0.004 20.4 + 0.1 #7 Great America Pkwy/SR 237 EB Ramps B 14.6 0.458 11.9 B 14.8 0.464 + 0.006 12.2 + 0.2 COMPARE Mon Jul 20 14:24:21 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #1: N 1st St/Trinity Park Dr
Signal=Permit/Rights=Include
Final Vol: 0 384*** 5
Lanes: 0 0 1 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 1
Cycle Time (sec): 90
0 4

0 Loss Time (sec): 9
1 80*** 0 Critical V/C: 0.430 0 55
1 Avg Crit Del (sec/veh): 22.1 0
36 0 Avg Delay (sec/veh): 18.6 1 186***
LOS: B-

Lanes: 0 1 0 0 1
Final Vol: 58 155 175
Signal=Permit/Rights=Include
Street Name: N 1st St Trinity Park Dr
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: 0 155 21 5 384 0 0 0 0 6 0 4
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: 0 155 21 5 384 0 0 0 0 6 0 4
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 58 0 154 0 0 0 0 80 36 180 55 0
Initial Fut: 58 155 175 5 384 0 0 80 36 186 55 4
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: 58 155 175 5 384 0 0 80 36 186 55 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 58 155 175 5 384 0 0 80 36 186 55 4
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: 58 155 175 5 384 0 0 80 36 186 55 4
------------|---------------||---------------||---------------||---------------| 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 0.92 0.95 0.95 Lanes: 0.27 0.73 1.00 0.01 0.99 0.00 1.00 0.69 0.31 1.00 0.93 0.07 Final Sat.: 490 1310 1750 23 1777 0 1750 1241 559 1750 1678 122 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.10 0.22 0.22 0.00 0.00 0.06 0.06 0.11 0.03 0.03 Crit Moves: **** **** ****
Green Time: 45.3 45.3 45.3 45.3 45.3 0.0 0.0 13.5 13.5 22.3 35.7 35.7 Volume/Cap: 0.24 0.24 0.20 0.43 0.43 0.00 0.00 0.43 0.43 0.43 0.08 0.08 Uniform Del: 12.6 12.6 12.4 14.2 14.2 0.0 0.0 34.8 34.8 28.5 16.9 16.9 IncremntDel: 0.1 0.1 0.1 0.3 0.3 0.0 0.0 1.1 1.1 0.7 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 12.8 12.8 12.5 14.5 14.5 0.0 0.0 35.9 35.9 29.2 17.0 17.0 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: 12.8 12.8 12.5 14.5 14.5 0.0 0.0 35.9 35.9 29.2 17.0 17.0 LOS by Move: B B B B B A A D+ D+ C B B
HCM2k95thQ: 7 7 6 14 14 0 0 7 7 10 2 2
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #1: N 1st St/Trinity Park Dr
Signal=Permit/Rights=Include
Final Vol: 4 397*** 5
Lanes: 0 0 1 0 0

Signal=Protect Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
17 1
Cycle Time (sec): 90
0 4

0 Loss Time (sec): 9
1 80 0 Critical V/C: 0.454 0 55
1 Avg Crit Del (sec/veh): 22.3 0
46*** 0 Avg Delay (sec/veh): 19.7 1 186***
LOS: B-

Lanes: 0 1 0 0 1
Final Vol: 69 155 175
Signal=Permit/Rights=Include
Street Name: N 1st St Trinity Park Dr
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: 0 155 21 5 384 0 0 0 0 6 0 4
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: 0 155 21 5 384 0 0 0 0 6 0 4
Added Vol: 11 0 0 0 13 4 17 0 10 0 0 0
San Jose AT: 58 0 154 0 0 0 0 80 36 180 55 0
Initial Fut: 69 155 175 5 397 4 17 80 46 186 55 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 69 155 175 5 397 4 17 80 46 186 55 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 155 175 5 397 4 17 80 46 186 55 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 69 155 175 5 397 4 17 80 46 186 55 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 0.31 0.69 1.00 0.01 0.98 0.01 1.00 0.63 0.37 1.00 0.93 0.07 Final Sat.: 554 1246 1750 22 1711 17 1750 1143 657 1750 1678 122 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.10 0.23 0.23 0.23 0.01 0.07 0.07 0.11 0.03 0.03 Crit Moves: **** **** ****
Green Time: 46.0 46.0 46.0 46.0 46.0 46.0 24.6 13.9 13.9 21.1 10.4 10.4 Volume/Cap: 0.24 0.24 0.20 0.45 0.45 0.45 0.04 0.45 0.45 0.45 0.28 0.28 Delay/Veh: 12.4 12.4 12.0 14.4 14.4 14.4 24.0 35.8 35.8 30.3 37.2 37.2 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: 12.4 12.4 12.0 14.4 14.4 14.4 24.0 35.8 35.8 30.3 37.2 37.2 LOS by Move: B B B B B B C D+ D+ C D+ D+
HCM2k95thQ: 7 7 6 15 15 15 1 8 8 10 4 4
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PM
Intersection #2: N 1st St/Bay Vista Dr
Signal=Uncontrol/Rights=Include
Final Vol: 0 691 0
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 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 0 Avg Delay (sec/veh): 0.0 0 0
LOS: A

Lanes: 0 0 1 0 0
Final Vol: 0 426 0
Signal=Uncontrol/Rights=Include
Street Name: N 1st St Bay Vista Drive
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: 0 191 0 0 442 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: 0 191 0 0 442 0 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 0 235 0 0 249 0 0 0 0 0 0 0
Initial Fut: 0 426 0 0 691 0 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: 0 426 0 0 691 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 426 0 0 691 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Mon Jul 20 14:24:21 2020 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ------------|---------------||---------------||---------------||---------------| 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 0 0 0 0 0 0 0 0 0 0 0 0
Initial Vol: 0 426 0 0 691 0 0 0 0 0 0 0
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| --------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** 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 0 0 0 0 0 0 0 0 0 0 0 0
Initial Vol: 0 426 0 0 691 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 1117
Minor Approach Volume: 0
Minor Approach Volume Threshold: 190
--------------------------------------------------------------------------------

COMPARE Mon Jul 20 14:24:21 2020 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PP PM
Intersection #2: N 1st St/Bay Vista Dr
Signal=Uncontrol/Rights=Include
Final Vol: 13 701 0
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 0

0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.068 0 0
0 Avg Crit Del (sec/veh): 0.6 0
30 0 Avg Delay (sec/veh): 0.6 0 0
LOS: B

Lanes: 0 0 1 0 0
Final Vol: 32 437 0
Signal=Uncontrol/Rights=Include
Street Name: N 1st St Bay Vista Drive
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: 0 191 0 0 442 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: 0 191 0 0 442 0 0 0 0 0 0 0
Added Vol: 32 11 0 0 10 13 0 0 30 0 0 0
San Jose AT: 0 235 0 0 249 0 0 0 0 0 0 0
Initial Fut: 32 437 0 0 701 13 0 0 30 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: 32 437 0 0 701 13 0 0 30 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 32 437 0 0 701 13 0 0 30 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: 714 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 708 xxxx xxxx xxxxx Potent Cap.: 895 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 438 xxxx xxxx xxxxx Move Cap.: 895 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 438 xxxx xxxx xxxxx Volume/Cap: 0.04 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.07 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del: 9.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 13.8 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 xxxx xxxxx SharedQueue: 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 9.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 13.8 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
COMPARE Mon Jul 20 14:24:21 2020 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ------------|---------------||---------------||---------------||---------------| 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 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0
Initial Vol: 32 437 0 0 701 13 0 0 30 0 0 0
ApproachDel: xxxxxx xxxxxx 13.8 xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[eastbound][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=30]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=1213] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #2 N 1st St/Bay Vista Dr
******************************************************************************** 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 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0
Initial Vol: 32 437 0 0 701 13 0 0 30 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 1183
Minor Approach Volume: 30
Minor Approach Volume Threshold: 175
--------------------------------------------------------------------------------

COMPARE Mon Jul 20 14:24:21 2020 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #3: N 1st St/Nortech Pkwy
Signal=Protect/Rights=Include
Final Vol: 3 674*** 14
Lanes: 0 1 1 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:
0 0
Cycle Time (sec): 76
1 29

1 Loss Time (sec): 12
0 0 0 Critical V/C: 0.831 0 0
0 Avg Crit Del (sec/veh): 40.4 1
502*** 1 Avg Delay (sec/veh): 38.0 1 690***
LOS: D+

Lanes: 1 0 1 1 0
Final Vol: 62*** 397 182
Signal=Protect/Rights=Overlap
Street Name: N 1st St Nortech Pkwy
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: 7 165 87 11 428 3 0 0 12 234 0 26
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: 7 165 87 11 428 3 0 0 12 234 0 26
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 55 232 95 3 246 0 0 0 490 456 0 3
Initial Fut: 62 397 182 14 674 3 0 0 502 690 0 29
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: 62 397 182 14 674 3 0 0 502 690 0 29
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 62 397 182 14 674 3 0 0 502 690 0 29
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: 62 397 182 14 674 3 0 0 502 690 0 29
------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 0.95 0.95 0.92 0.93 1.00 0.92 Lanes: 1.00 1.35 0.65 1.00 1.99 0.01 0.00 1.00 1.00 2.00 0.00 1.00 Final Sat.: 1750 2536 1163 1750 3684 16 0 1800 1750 3550 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.16 0.16 0.01 0.18 0.18 0.00 0.00 0.29 0.19 0.00 0.02 Crit Moves: **** **** **** ****
Green Time: 7.0 14.3 31.0 8.4 15.7 15.7 0.0 0.0 24.6 16.7 0.0 25.1 Volume/Cap: 0.38 0.83 0.38 0.07 0.89 0.89 0.00 0.00 0.89 0.89 0.00 0.05 Uniform Del: 32.5 29.7 15.8 30.3 29.3 29.3 0.0 0.0 24.4 28.7 0.0 17.3 IncremntDel: 1.5 8.5 0.2 0.2 12.1 12.1 0.0 0.0 15.4 11.9 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 Delay/Veh: 34.0 38.2 16.0 30.5 41.3 41.3 0.0 0.0 39.8 40.6 0.0 17.4 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: 34.0 38.2 16.0 30.5 41.3 41.3 0.0 0.0 39.8 40.6 0.0 17.4 LOS by Move: C- D+ B C D D A A D D A B
HCM2k95thQ: 4 18 10 1 21 21 0 0 28 22 0 1
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #3: N 1st St/Nortech Pkwy
Signal=Protect/Rights=Include
Final Vol: 3 715*** 14
Lanes: 0 1 1 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:
0 0
Cycle Time (sec): 76
1 29

1 Loss Time (sec): 12
0 0 0 Critical V/C: 0.844 0 0
0 Avg Crit Del (sec/veh): 42.2 1
502*** 1 Avg Delay (sec/veh): 39.4 1 690***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 62*** 439 182
Signal=Protect/Rights=Overlap
Street Name: N 1st St Nortech Pkwy
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: 7 165 87 11 428 3 0 0 12 234 0 26
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: 7 165 87 11 428 3 0 0 12 234 0 26
Added Vol: 0 42 0 0 41 0 0 0 0 0 0 0
San Jose AT: 55 232 95 3 246 0 0 0 490 456 0 3
Initial Fut: 62 439 182 14 715 3 0 0 502 690 0 29
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: 62 439 182 14 715 3 0 0 502 690 0 29
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 62 439 182 14 715 3 0 0 502 690 0 29
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: 62 439 182 14 715 3 0 0 502 690 0 29
------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 0.95 0.95 0.92 0.93 1.00 0.92 Lanes: 1.00 1.40 0.60 1.00 1.99 0.01 0.00 1.00 1.00 2.00 0.00 1.00 Final Sat.: 1750 2615 1084 1750 3685 15 0 1800 1750 3550 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.17 0.01 0.19 0.19 0.00 0.00 0.29 0.19 0.00 0.02 Crit Moves: **** **** **** ****
Green Time: 7.0 15.1 31.5 8.3 16.4 16.4 0.0 0.0 24.2 16.4 0.0 24.7 Volume/Cap: 0.38 0.85 0.41 0.07 0.90 0.90 0.00 0.00 0.90 0.90 0.00 0.05 Delay/Veh: 34.0 38.2 15.8 30.6 42.3 42.3 0.0 0.0 42.3 42.7 0.0 17.7 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: 34.0 38.2 15.8 30.6 42.3 42.3 0.0 0.0 42.3 42.7 0.0 17.7 LOS by Move: C- D+ B C D D A A D D A B
HCM2k95thQ: 4 19 11 1 22 22 0 0 28 22 0 1
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #4: N 1st St/SR 237 WB Ramps
Signal=Protect/Rights=Include
Final Vol: 317 1751*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 44
1 198

0 Loss Time (sec): 9
0 0 0 Critical V/C: 1.039 0 4***
0 Avg Crit Del (sec/veh): 160.9 1
0 0 Avg Delay (sec/veh): 134.1 1 239
LOS: F

Lanes: 2 0 2 0 0
Final Vol: 627*** 426 0
Signal=Protect/Rights=Include
Street Name: N 1st St SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 612 108 0 0 866 117 0 0 0 231 4 91
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: 612 108 0 0 866 117 0 0 0 231 4 91
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 15 318 0 0 885 200 0 0 0 8 0 107
Initial Fut: 627 426 0 0 1751 317 0 0 0 239 4 198
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: 627 426 0 0 1751 317 0 0 0 239 4 198
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 627 426 0 0 1751 317 0 0 0 239 4 198
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: 627 426 0 0 1751 317 0 0 0 239 4 198
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.68 0.32 0.00 0.00 0.00 1.97 0.03 1.00 Final Sat.: 3150 3800 0 0 3132 567 0 0 0 3492 58 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.11 0.00 0.00 0.56 0.56 0.00 0.00 0.00 0.07 0.07 0.11 Crit Moves: **** **** ****
Green Time: 7.0 25.0 0.0 0.0 18.0 18.0 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 1.25 0.20 0.00 0.00 1.37 1.37 0.00 0.00 0.00 0.30 0.30 0.50 Uniform Del: 18.5 4.6 0.0 0.0 13.0 13.0 0.0 0.0 0.0 14.1 14.1 14.8 IncremntDel:128.7 0.0 0.0 0.0 169 169.2 0.0 0.0 0.0 0.2 0.2 1.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 Delay/Veh: 147.2 4.7 0.0 0.0 182 182.2 0.0 0.0 0.0 14.3 14.3 15.8 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: 147.2 4.7 0.0 0.0 182 182.2 0.0 0.0 0.0 14.3 14.3 15.8 LOS by Move: F A A A F F A A A B B B
HCM2k95thQ: 25 3 0 0 80 80 0 0 0 4 4 6
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #4: N 1st St/SR 237 WB Ramps
Signal=Protect/Rights=Include
Final Vol: 332 1777*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 44
1 213

0 Loss Time (sec): 9
0 0 0 Critical V/C: 1.053 0 4***
0 Avg Crit Del (sec/veh): 169.6 1
0 0 Avg Delay (sec/veh): 140.2 1 239
LOS: F

Lanes: 2 0 2 0 0
Final Vol: 627*** 453 0
Signal=Protect/Rights=Include
Street Name: N 1st St SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 612 108 0 0 866 117 0 0 0 231 4 91
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: 612 108 0 0 866 117 0 0 0 231 4 91
Added Vol: 0 27 0 0 26 15 0 0 0 0 0 15
San Jose AT: 15 318 0 0 885 200 0 0 0 8 0 107
Initial Fut: 627 453 0 0 1777 332 0 0 0 239 4 213
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: 627 453 0 0 1777 332 0 0 0 239 4 213
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 627 453 0 0 1777 332 0 0 0 239 4 213
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: 627 453 0 0 1777 332 0 0 0 239 4 213
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.68 0.32 0.00 0.00 0.00 1.97 0.03 1.00 Final Sat.: 3150 3800 0 0 3117 582 0 0 0 3492 58 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.12 0.00 0.00 0.57 0.57 0.00 0.00 0.00 0.07 0.07 0.12 Crit Moves: **** **** ****
Green Time: 7.0 25.0 0.0 0.0 18.0 18.0 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 1.25 0.21 0.00 0.00 1.39 1.39 0.00 0.00 0.00 0.30 0.30 0.54 Delay/Veh: 147.2 4.7 0.0 0.0 194 194.2 0.0 0.0 0.0 14.3 14.3 16.4 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: 147.2 4.7 0.0 0.0 194 194.2 0.0 0.0 0.0 14.3 14.3 16.4 LOS by Move: F A A A F F A A A B B B
HCM2k95thQ: 25 3 0 0 84 84 0 0 0 4 4 7
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #5: N 1st St/SR 237 EB Ramps
Signal=Protect/Rights=Include
Final Vol: 18 1082 866***
Lanes: 0 1 2 0 2

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
14 1
Cycle Time (sec): 75
1 94

0 Loss Time (sec): 12
0 5*** 0 Critical V/C: 0.779 0 8
1 Avg Crit Del (sec/veh): 47.8 1
16 0 Avg Delay (sec/veh): 35.5 1 279***
LOS: D+

Lanes: 1 0 2 0 1
Final Vol: 27 1091*** 379
Signal=Protect/Rights=Overlap
Street Name: N 1st St SR 237 EB Ramps
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: 26 712 343 530 529 8 5 5 14 207 7 11
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: 26 712 343 530 529 8 5 5 14 207 7 11
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 1 379 36 336 553 10 9 0 2 72 1 83
Initial Fut: 27 1091 379 866 1082 18 14 5 16 279 8 94
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 1091 379 866 1082 18 14 5 16 279 8 94
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1091 379 866 1082 18 14 5 16 279 8 94
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: 27 1091 379 866 1082 18 14 5 16 279 8 94
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.95 0.05 1.00 0.24 0.76 1.95 0.05 1.00 Final Sat.: 1750 3800 1750 3150 5508 92 1750 429 1371 3451 99 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.29 0.22 0.27 0.20 0.20 0.01 0.01 0.01 0.08 0.08 0.05 Crit Moves: **** **** **** ****
Green Time: 13.9 22.0 32.0 21.0 29.1 29.1 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.08 0.98 0.51 0.98 0.51 0.51 0.06 0.09 0.09 0.61 0.61 0.40 Uniform Del: 25.3 26.3 15.8 26.8 17.4 17.4 28.4 28.5 28.5 30.6 30.6 29.8 IncremntDel: 0.1 22.2 0.6 25.4 0.2 0.2 0.1 0.2 0.2 2.3 2.3 1.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 Delay/Veh: 25.4 48.5 16.3 52.2 17.6 17.6 28.5 28.7 28.7 32.9 32.9 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: 25.4 48.5 16.3 52.2 17.6 17.6 28.5 28.7 28.7 32.9 32.9 30.9 LOS by Move: C D B D- B B C C C C- C- C
HCM2k95thQ: 1 32 14 21 12 12 1 1 1 9 9 5
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #5: N 1st St/SR 237 EB Ramps
Signal=Protect/Rights=Include
Final Vol: 18 1094 881***
Lanes: 0 1 2 0 2

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
14 1
Cycle Time (sec): 75
1 109

0 Loss Time (sec): 12
0 5*** 0 Critical V/C: 0.789 0 8
1 Avg Crit Del (sec/veh): 50.8 1
16 0 Avg Delay (sec/veh): 37.3 1 279***
LOS: D+

Lanes: 1 0 2 0 1
Final Vol: 27 1103*** 379
Signal=Protect/Rights=Overlap
Street Name: N 1st St SR 237 EB Ramps
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: 26 712 343 530 529 8 5 5 14 207 7 11
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: 26 712 343 530 529 8 5 5 14 207 7 11
Added Vol: 0 12 0 15 12 0 0 0 0 0 0 15
San Jose AT: 1 379 36 336 553 10 9 0 2 72 1 83
Initial Fut: 27 1103 379 881 1094 18 14 5 16 279 8 109
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 1103 379 881 1094 18 14 5 16 279 8 109
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1103 379 881 1094 18 14 5 16 279 8 109
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: 27 1103 379 881 1094 18 14 5 16 279 8 109
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.95 0.05 1.00 0.24 0.76 1.95 0.05 1.00 Final Sat.: 1750 3800 1750 3150 5509 91 1750 429 1371 3451 99 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.29 0.22 0.28 0.20 0.20 0.01 0.01 0.01 0.08 0.08 0.06 Crit Moves: **** **** **** ****
Green Time: 13.7 21.9 31.9 21.1 29.3 29.3 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.08 0.99 0.51 0.99 0.51 0.51 0.06 0.09 0.09 0.61 0.61 0.47 Delay/Veh: 25.5 52.0 16.4 55.6 17.6 17.6 28.5 28.7 28.7 32.9 32.9 31.5 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: 25.5 52.0 16.4 55.6 17.6 17.6 28.5 28.7 28.7 32.9 32.9 31.5 LOS by Move: C D- B E+ B B C C C C- C- C
HCM2k95thQ: 1 33 14 22 12 12 1 1 1 9 9 6
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #6: Great America Pkwy/SR 237 WB Ramps
Signal=Protect/Rights=Include
Final Vol: 310 377*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 101
1 262

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.504 0 4
0 Avg Crit Del (sec/veh): 28.4 1
19 0 Avg Delay (sec/veh): 24.1 1 563***
LOS: C

Lanes: 2 0 2 0 0
Final Vol: 358*** 524 0
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 357 432 0 0 126 249 0 0 0 553 3 226
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: 357 432 0 0 126 249 0 0 0 553 3 226
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 1 92 0 0 251 61 0 0 19 10 1 36
Initial Fut: 358 524 0 0 377 310 0 0 19 563 4 262
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: 358 524 0 0 377 310 0 0 19 563 4 262
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 358 524 0 0 377 310 0 0 19 563 4 262
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: 358 524 0 0 377 310 0 0 19 563 4 262
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.07 0.93 0.00 0.00 0.00 1.99 0.01 1.00 Final Sat.: 3150 3800 0 0 2029 1669 0 0 0 3525 25 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.14 0.00 0.00 0.19 0.19 0.00 0.00 xxxx 0.16 0.16 0.15 Crit Moves: **** **** ****
Green Time: 22.8 60.0 0.0 0.0 37.2 37.2 0.0 0.0 0.0 32.0 32.0 32.0 Volume/Cap: 0.50 0.23 0.00 0.00 0.50 0.50 0.00 0.00 xxxx 0.50 0.50 0.47 Uniform Del: 34.2 9.7 0.0 0.0 24.7 24.7 0.0 0.0 0.0 28.0 28.0 27.7 IncremntDel: 0.6 0.1 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.4 0.4 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 Delay/Veh: 34.8 9.7 0.0 0.0 25.0 25.0 0.0 0.0 0.0 28.4 28.4 28.4 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: 34.8 9.7 0.0 0.0 25.0 25.0 0.0 0.0 0.0 28.4 28.4 28.4 LOS by Move: C- A A A C C A A A C C C
HCM2k95thQ: 11 7 0 0 16 16 0 0 1 15 15 14
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #6: Great America Pkwy/SR 237 WB Ramps
Signal=Protect/Rights=Include
Final Vol: 319 383*** 0
Lanes: 0 1 1 0 0

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
0 0
Cycle Time (sec): 101
1 262

0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.509 0 4
0 Avg Crit Del (sec/veh): 28.4 1
19 0 Avg Delay (sec/veh): 24.1 1 563***
LOS: C

Lanes: 2 0 2 0 0
Final Vol: 358*** 539 0
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 WB Ramps
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 0 0 10 10 0 0 0 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: 357 432 0 0 126 249 0 0 0 553 3 226
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: 357 432 0 0 126 249 0 0 0 553 3 226
Added Vol: 0 15 0 0 6 9 0 0 0 0 0 0
San Jose AT: 1 92 0 0 251 61 0 0 19 10 1 36
Initial Fut: 358 539 0 0 383 319 0 0 19 563 4 262
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: 358 539 0 0 383 319 0 0 19 563 4 262
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 358 539 0 0 383 319 0 0 19 563 4 262
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: 358 539 0 0 383 319 0 0 19 563 4 262
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.93 0.95 0.92 Lanes: 2.00 2.00 0.00 0.00 1.07 0.93 0.00 0.00 0.00 1.99 0.01 1.00 Final Sat.: 3150 3800 0 0 2017 1680 0 0 0 3525 25 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.14 0.00 0.00 0.19 0.19 0.00 0.00 xxxx 0.16 0.16 0.15 Crit Moves: **** **** ****
Green Time: 22.6 60.3 0.0 0.0 37.7 37.7 0.0 0.0 0.0 31.7 31.7 31.7 Volume/Cap: 0.51 0.24 0.00 0.00 0.51 0.51 0.00 0.00 xxxx 0.51 0.51 0.48 Delay/Veh: 35.0 9.6 0.0 0.0 24.8 24.8 0.0 0.0 0.0 28.7 28.7 28.6 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: 35.0 9.6 0.0 0.0 24.8 24.8 0.0 0.0 0.0 28.7 28.7 28.6 LOS by Move: C- A A A C C A A A C C C
HCM2k95thQ: 11 8 0 0 17 17 0 0 1 15 15 14
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #7: Great America Pkwy/SR 237 EB Ramps
Signal=Protect/Rights=Include
Final Vol: 0 767 175***
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
197 0
Cycle Time (sec): 76
0 0

1 Loss Time (sec): 9
0 13*** 0 Critical V/C: 0.508 0 0
0 Avg Crit Del (sec/veh): 17.4 0
0 1 Avg Delay (sec/veh): 13.8 0 0
LOS: B

Lanes: 0 0 2 1 1
Final Vol: 0 710 809***
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 EB Ramps
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 10 10 10 0 0 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: 0 644 808 50 627 0 169 13 125 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: 0 644 808 50 627 0 169 13 125 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
San Jose AT: 0 66 1 125 140 0 28 0 6 0 0 0
Initial Fut: 0 710 809 175 767 0 197 13 131 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 710 809 175 767 0 197 13 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 710 809 175 767 0 197 13 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 710 809 175 767 0 197 13 0 0 0 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 0.95 0.95 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 2.00 1.00 2.00 0.00 0.94 0.06 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 3500 1750 3800 0 1689 111 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.23 0.10 0.20 0.00 0.12 0.12 0.00 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 34.6 34.6 15.0 49.5 0.0 17.5 17.5 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.41 0.51 0.51 0.31 0.00 0.51 0.51 0.00 0.00 0.00 0.00 Uniform Del: 0.0 13.9 14.7 27.2 5.8 0.0 25.5 25.5 0.0 0.0 0.0 0.0 IncremntDel: 0.0 0.1 0.1 1.2 0.1 0.0 1.0 1.0 0.0 0.0 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 14.0 14.8 28.5 5.8 0.0 26.6 26.6 0.0 0.0 0.0 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: 0.0 14.0 14.8 28.5 5.8 0.0 26.6 26.6 0.0 0.0 0.0 0.0 LOS by Move: A B B C A A C C A A A A
HCM2k95thQ: 0 11 14 8 8 0 10 10 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #7: Great America Pkwy/SR 237 EB Ramps
Signal=Protect/Rights=Include
Final Vol: 0 773 175***
Lanes: 0 0 2 0 1

Signal=Split Signal=Split

Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:
206*** 0
Cycle Time (sec): 76
0 0

1 Loss Time (sec): 9
0 13 0 Critical V/C: 0.514 0 0
0 Avg Crit Del (sec/veh): 17.6 0
0 1 Avg Delay (sec/veh): 14.1 0 0
LOS: B

Lanes: 0 0 2 1 1
Final Vol: 0 716 809***
Signal=Protect/Rights=Include
Street Name: Great America Pkwy SR 237 EB Ramps
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 10 10 10 0 0 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: 0 644 808 50 627 0 169 13 125 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: 0 644 808 50 627 0 169 13 125 0 0 0
Added Vol: 0 6 0 0 6 0 9 0 0 0 0 0
San Jose AT: 0 66 1 125 140 0 28 0 6 0 0 0
Initial Fut: 0 716 809 175 773 0 206 13 131 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 716 809 175 773 0 206 13 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 716 809 175 773 0 206 13 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 716 809 175 773 0 206 13 0 0 0 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 0.95 0.95 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 2.00 1.00 2.00 0.00 0.94 0.06 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 3500 1750 3800 0 1693 107 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.23 0.10 0.20 0.00 0.12 0.12 0.00 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 34.2 34.2 14.8 49.0 0.0 18.0 18.0 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.42 0.51 0.51 0.32 0.00 0.51 0.51 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 14.2 15.1 28.7 6.1 0.0 26.3 26.3 0.0 0.0 0.0 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: 0.0 14.2 15.1 28.7 6.1 0.0 26.3 26.3 0.0 0.0 0.0 0.0 LOS by Move: A B B C A A C C A A A A
HCM2k95thQ: 0 11 15 8 8 0 10 10 0 0 0 0
Note: Queue reported is the number of cars per lane.

COMPARE Mon Jul 20 14:24:21 2020 Page 1-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Alviso Hotel
Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative
Background PM Background PP PM
Avg Avg Avg Avg Crit Avg Crit Crit Crit Del Crit Del Del Crit V/C Del Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change #1 N 1st St/Trinity Park Dr B- 18.6 0.430 22.1 B- 19.7 0.454 + 0.024 22.3 + 0.2 #2 N 1st St/Bay Vista Dr A 0.0 0.000 0.0 B 0.6 0.068 + 0.068 0.6 + 0.6 #3 N 1st St/Nortech Pkwy D+ 38.0 0.831 40.4 D 39.4 0.844 + 0.013 42.2 + 1.7 #4 N 1st St/SR 237 WB Ramps F 134.1 1.039 160.9 F 140.2 1.053 + 0.014 169.6 + 8.8 #5 N 1st St/SR 237 EB Ramps D+ 35.5 0.779 47.8 D+ 37.3 0.789 + 0.009 50.8 + 3.0 #6 Great America Pkwy/SR 237 WB Ramps C 24.1 0.504 28.4 C 24.1 0.509 + 0.004 28.4 - 0.0 #7 Great America Pkwy/SR 237 EB Ramps B 13.8 0.508 17.4 B 14.1 0.514 + 0.006 17.6 + 0.2 Appendix E: Signal Warrants
Project Alviso Hotel
Major Street North First Street Scenario Background Plus Project Minor Street Bay Vista Drive Peak Hour AM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 29 0 0 0 x North/South
Through 496 414 0 0 East/West
Right 0 12 20 0
Total 525 426 20 0
Major Street Minor Street Warrant Met North First Street Bay Vista Drive 11 NO
Number of Approach Lanes
* Note: Traffic Volume for Major Street is Total Volume of Both Approches.

Traffic Volume for Minor Street is the Volume of High Volume Approach.

Traffic Volume (VPH) * 951 20
0 100
200
300
400
500
600
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street Higher Volume Approach - VPH
Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) Warrant 3B, Peak Hour
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Source: California Manual on Uniform Traffic Control Devices, Caltrans, 2014 150*
100*
2 or More Lanes & 2 or More Lanes
1 Lane & 1 Lane
2 or More Lanes & 1 Lane
Project Alviso Hotel
Major Street North First Street Scenario Background Plus Project Minor Street Bay Vista Drive Peak Hour AM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 29 0 0 0 x North/South
Through 496 414 0 0 East/West
Right 0 12 20 0
Total 525 426 20 0
Intersection Geometry
1 3

10.8 Approach with Worst Case Delay EB
20 Warrant Met
Warrant 3A, Peak Hour
NO
Total Approaches
Peak Hour Delay on
Minor Approach
(vehicle-hours)
Peak Hour Volume
on Minor Approach
(vph)
Peak Hour Entering
Volume Serviced
(vph)
Not Met Met

0.1 20 971
4 100 650
Stopped Delay (seconds per vehicle)
Total Vehicles on Approach
Number of Approach Lanes for Minor Street
Worst Case Delay for Minor Street
Not Met
Background Plus Project
Limiting Value
Condition Satisfied?
Project Alviso Hotel
Major Street North First Street Scenario Background Plus Project Minor Street Bay Vista Drive Peak Hour PM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 32 0 0 0 x North/South
Through 437 701 0 0 East/West
Right 0 13 30 0
Total 469 714 30 0

13.8 Major Street Minor Street Warrant Met North First Street Bay Vista Drive 11 NO
Number of Approach Lanes
* Note: Traffic Volume for Major Street is Total Volume of Both Approches.

Traffic Volume for Minor Street is the Volume of High Volume Approach.

Traffic Volume (VPH) * 1,183 30
0 100
200
300
400
500
600
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street Higher Volume Approach - VPH
Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) Warrant 3B, Peak Hour
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

NB SB EB WB
Left 32 0 0 0 x North/South
Through 437 701 0 0 East/West
Right 0 13 30 0
Total 469 714 30 0
Intersection Geometry
1 3

13.8 Approach with Worst Case Delay EB
30 Warrant Met
Warrant 3A, Peak Hour
NO
Total Approaches
Peak Hour Delay on
Minor Approach
(vehicle-hours)
Peak Hour Volume
on Minor Approach
(vph)
Peak Hour Entering
Volume Serviced
(vph)
Not Met Met

0.1 30 1,213
4 100 650
Stopped Delay (seconds per vehicle)
Total Vehicles on Approach
Number of Approach Lanes for Minor Street
Worst Case Delay for Minor Street
Not Met
Background Plus Project
Limiting Value
Condition Satisfied?
Appendix F: Detailed Site Plan Sheets
35' 26' EVA
50' TYP
26'
20' EVA AND TRAIL
WETLAND (TYP) WETLAND SETBACK 20' EVA AND TRAIL 26' EVA EVA 20' 127' 9' 131' 24' 20'
30' TRAIL EASEMENT
A3.2
G

3.2 C3.2 F

3.2 E3.2
50', TYP
26' 31' 13' 5 STORY HOTEL ±110,700 SF 215 ROOMS 4 STORY PARKING GARAGE ±80,120 SF 192 SPACES 26' 12' 26' EVA
26' 17' REMOVABLE BOLLARDS, TYP GUADALUPE RIVER 32' 8.5' TYP LANDS OF STATE OF CALIFORNIA APN: 015-39-014 VACANT LANDS OF SANTA CLARA VALLEY WATER DISTRICT APN: 015-39-029 LANDS OF SANTA CLARA VALLEY WATER DISTRICT APN: 015-39-019 LANDS OF SHOPS@TERRA LLC APN:014-39-026 FUTURE TOPGOLF UNDER CONSTRUCTION PD16-034 LANDS OF 237 NORTH FIRST ST HOLDINGS LLC APN: 015-39-056 VACANT LANDS OF CITY OF SANTA CLARA APN: 015-39-024 12' EXISTING CONNECTION TO GUADALUPE RIVER TRAIL PROPOSED PUBLIC TRAIL CONNECTION REMNANT SLOUGH 5 4 5 6 5 B3.27' 8' 26'
18' TYP.
100' RIPARIAN SETBACK 2 D3.2 2'
6' 5' POOL DECK ENLARGED SITE PLAN 1" = 40' PROPERTY LINE PROPERTY LINE (EXISTING) EASEMENT RIGHT-OF-WAY PROJECT BOUNDARY LEGEND 1 INCH = 40 FEET 40200 80 DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHCNO DATE DESCRIPTION PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
S:\PROJECTS\458630\PL\PERMIT\458630-03SP.DWG 458630-03SP.DWG 3.1 4586.00 RH/LAZJ OCTOBER 29, 2020 PLOTTED: 10/29/2020 8:13 AM 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.comRH/LA RA FA EL HERNA NDEZ REE IN GNE L NA ROFE SIO P DERETSI GER CAL I FORN I A OF ETATS CIVI L No. 81168 TNT DEVELOPMENT SERVICES (408) 857-4731 CORBeL architects 3450 Wilshire Blvd. Suite 1000 Los Angeles CA 90010 (213) 739-9902 w w w . c o r b e l a r c h i t e c t s . c o m TERRA VENTURES WETLAND

LINE OF WETLAND SETBACK
5 STORY HOTEL
215 ROOMS
4 STORY

PARKING GARAGE
192 SPACES

SWIMMING
POOL
15'X24' SERVICE PAD FOR TRASH ENCLOSURE

GUADALUPE RIVER TRAIL

LANDS OF

NORTH FIRST STREET INVESTORS
APN: 015-39-052

VACANT LOT

TRAIL PATH CONNECTION TO GUADALUPE RIVER TRAIL

ACCESSIBLE PATH OF
TRAVEL

BAY VISTA DRIVE

PROPERTY LINE

TOP GOLF DRIVE

ABBREVIATION
EVA EMERGENCY VEHICLE ACCESS* REFER TO CIVIL DRAWINGS FOR GRADING, DRAINAGE & UTILITY AND STORM WATER PLAN* REFER TO LANDSCAPE DRAWINGS FOR PLANTING DETAIL, HYDROZONE AND IRRIGATION* REFER TO LIGHTING DRAWINGS FOR LIGHTING SITE LAYOUT, SITE PHOTOMETRIC PLANS

TOP GOLF
LOT 5
5 2
5 6
5 4

MAIN ENTRANCE
1 00
FEET
R
PI AR
AI N
CORR
DI OR

SETBACK

GUADALU
PE
RIVER
TRAI
L
EVA
EVA
EVA
EVA
TRAIL CONNECTION TO N 1ST ST

LANDS OF

SANTA CLARA VALLEY

WATER DISTRICT
APN: 015-39-019

TRAIL CONNECTION TO GUADALUPE RIVERGUADALUPE RIVER

LANDS OF

NORTH FIRST STREET INVESTORS
APN: 015-39-050

VACANT LOT

LANDS OF

STATE OF CALIFORNIA
APN: 015-39-014

VACANT LOT

GUADALUPE RIVER TRAIL

ROLLED CURB

SPEED TABLE

NO DATE DESCRIPTION
458630BR.DWG

RL/BZ/SS/SK
CORBeL architects3450 Wilshire Blvd.Suite 1000Los AngelesCA 90010 (213)739-9902TNT DEVELOPMENT
SERVICES(408) 857-4731
w w w . c o r b e l a r c h i t e c t s . c o m

TERRA VENTURES
R:\SHARED DRIVES\PROJECT MASTER\20020 SHILLA STAY SAN JOSE 2\08-REVIT DATA\00-REVIT FILE\02-PROJECT SPECIFIC FILES\LEGEND\24X36\458630BR.DWG DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: C HMH PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
4586.00
DKDK
PLOTTED:
1" = 40'-0"
10/30/2020 1:05:43 PM A1.0

SITE PLAN
OCTOBER 29, 2020

BIKE PARKING

TYPE COUNT
PARKING STRUCTURE LEVEL 1LONG-TERM 20SHORT-TERM 3SITESHORT-TERM 3GRAND TOTAL 26

PARKING SCHEDULE
TYPE NO. OF SPACES
PARKING STRUCTURE LEVEL 1ADA 5ADA VAN 1CLEAN AIR 10EV ACCESSIBLE 2EV SPACE 6EVCS 1EVCS ACCESSIBLE 1UNIFORM 30 56 PARKING STRUCTURE LEVEL 2CLEAN AIR 9EV SPACE 11EVCS 6UNIFORM 31 57 PARKING STRUCTURE LEVEL 3EV SPACE 6EVCS 6UNIFORM 47
59 PARKING STRUCTURE LEVEL 4UNIFORM 37
37 SITEADA 1ADA VAN 1STANDARD 25
27 GRAND TOTAL 236
N

UNIT SUMMARY

UNIT TYPE COUNT
GROUND LEVELDBL QUEEN STANDARD 4KING STANDARD 14
18 2ND FLOOR LEVELDBL QUEEN DELUXE 2DBL QUEEN DELUXE ACCESSIBLE 1DBL QUEEN STANDARD 10DBL QUEEN SUITE 1KING DELUXE 7KING DELUXE ACCESSIBLE 1KING STANDARD 25KING STANDARD ACCESSIBLE 1KING SUITE 1 49 3RD FLOOR LEVELDBL QUEEN DELUXE 2DBL QUEEN DELUXE ACCESSIBLE 1DBL QUEEN STANDARD 10DBL QUEEN SUITE 1KING DELUXE 7KING DELUXE ACCESSIBLE 1KING STANDARD 25KING STANDARD ACCESSIBLE 1KING SUITE 1 49 4TH FLOOR LEVELDBL QUEEN DELUXE 2DBL QUEEN DELUXE ACCESSIBLE 1DBL QUEEN STANDARD 10DBL QUEEN SUITE 1KING DELUXE 7KING DELUXE ACCESSIBLE 1KING STANDARD 25KING STANDARD ACCESSIBLE 1KING SUITE 1 49 5TH FLOOR LEVELDBL QUEEN DELUXE 2DBL QUEEN DELUXE ACCESSIBLE 1DBL QUEEN STANDARD 10DBL QUEEN SUITE 1KING DELUXE 7KING DELUXE ACCESSIBLE 1KING STANDARD 25KING STANDARD ACCESSIBLE 1KING SUITE 1 49 TOTAL: 214 214

MOTORCYCLE PARKING

TYPE COUNT
PARKING STRUCTURE LEVEL 2MOTORCYCLE 12GRAND TOTAL 12
PARKING STRUCTURE TOTAL 209SITE TOTAL

LINE OF WETLAND SETBACK
5 STORY HOTEL
215 ROOMS
4 STORY

PARKING GARAGE
192 SPACES

SWIMMING
POOL
15'X24' SERVICE PAD FOR TRASH ENCLOSURE
5 2
5 6
5 4

MAIN ENTRANCE

GARBAGE / RECYCLING TRUCK CIRCULATIONFIRE APPARATUS CIRCULATION

ABBREVIATION

EVA EMERGENCY VEHICLE ACCESS

GUADALUPE RIVER TRAIL
1 00
FEET
R
PI AR
AI N
CORR
DI OR

SETBACK

GUADALU
PE
RIVER
TRAI
L
TRAIL CONNECTION TO N 1ST ST

TRAIL CONNECTION TO GUADALUPE RIVER

LANDS OF

NORTH FIRST STREET INVESTORS
APN: 015-39-052

VACANT LOT

TRAIL PATH CONNECTION TO GUADALUPE RIVER TRAIL

ACCESSIBLE PATH OF
TRAVEL

BAY VISTA DRIVE

PROPERTY LINE

TOP GOLF DRIVE

TOP GOLF
LOT 5
EVA
EVA
EVA
EVA

LANDS OF

SANTA CLARA VALLEY

WATER DISTRICT
APN: 015-39-019

GUADALUPE RIVER

LANDS OF

NORTH FIRST STREET INVESTORS
APN: 015-39-050

VACANT LOT

LANDS OF

STATE OF CALIFORNIA
APN: 015-39-014

VACANT LOT

GUADALUPE RIVER TRAIL

ROLLED CURB

SPEED TABLE
FIRE DEPT. ACCESS CLEARANCE150'-0" FROM THE ACCESS POINT, A MIN. 6'-0" WIDE CLEARANCE PROVIDED.

FIRE DEPT. ACCESS CLEARANCE150'-0" FROM THE ACCESS POINT, A MIN. 6'-0" WIDE CLEARANCE PROVIDED. 20' - 0"

NO DATE DESCRIPTION
458630BR.DWG

RL/BZ/SS/SK
CORBeL architects3450 Wilshire Blvd.Suite 1000Los AngelesCA 90010 (213)739-9902TNT DEVELOPMENT
SERVICES(408) 857-4731
w w w . c o r b e l a r c h i t e c t s . c o m

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
4586.00
DKDK
PLOTTED:
1" = 40'-0"
10/30/2020 1:05:59 PM A1.1

CIRCULATION
PLAN
OCTOBER 29, 2020
N
5 STORY HOTEL
214 ROOMS
4 STORY

PARKING GARAGE
213 SPACES

SWIMMING
POOL
15'X24' SERVICE PAD

FOR TRASH ENCLOSURE
TRAIL

TRAIL PATH CONNECTION

TO GUADALUPE RIVER TRAIL

ACCESSIBLE PATH OF
TRAVEL

BAY VISTA DRIVE

PROPERTY LINE

TOP GOLF
LOT 5
5 2
4 5
2 MAIN ENTRANCE
1 00
FEET
R
PI AR
AI N
CORR
DI OR

SETBACK
TRAIL
EVA
EVA
EVA
EVA

LANDS OF

SANTA CLARA VALLEY

WATER DISTRICT
APN: 015-39-019

TRAIL CONNECTION TO GUADALUPE RIVER

GUADALUPE RIVER

LANDS OF

STATE OF CALIFORNIA
APN: 015-39-014

VACANT LOT

GUADALUPE RIVER TRAIL

GUADALUPE RIVER TRAIL
FIRE DEPT. ACCESS

CLEARANCE
150'-0" FROM THE ACCESS
POINT, A MIN. 6'-0" WIDE
CLEARANCE PROVIDED.

FIRE DEPT. ACCESS

CLEARANCE
150'-0" FROM THE ACCESS
POINT, A MIN. 6'-0" WIDE
CLEARANCE PROVIDED.

B.O.H. EXIT DOOR

EXIT DOOR FROM
STAIR #1

EXIT DOOR FROM
STAIR #3

EXIT DOOR FROM
STAIR #4

PARKING

ENTRANCE

EXIT DOOR FROM
STAIR #2

EXIT DOOR FROM

CORRIDOR

EXIT DOOR FROM

HALLWAY
+13.27'
+13.27'
+13.27'
+13.27'
+13.27'
+12.29'
+12.10'
34' - 2 1/2"
1' - 8"
59' - 9"
3 16
9' - 1 1/2"
42' - 9 1/4" 169' - 9"
65' - 8 3/4" 146' - 0"
2 7
6' - 8
3/4" 12
5' - 11 3/4"

TRAIL BRIDGE BY MATER

DEVELOPER IN

SEPARATE PERMIT

GARBAGE / RECYCLING

TRUCK CIRCULATION
R
50' - 0"
R 34' - 0"
40' - 0"
R
50' - 0"

SITE PLAN NOTES
Project Owner:

Project:

Engineer:

Sheet Name:

Checked By:

Drawn By:

Project No:

Sheet No:

Architect / Engineer Seal:

T: 1 213 739-9902
F: 1 213 739-9906
w w w . c o r b e l a r c h i t e c t s . c o m
3450 Wilshire Blvd Suite 1000
Los Angeles, California 90010

THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT: NO PART THEREOF SHALL BE COPIED

OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC

PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Renewal Date
L I C
E

N S E D

A R C H I T
E
C
T
C−23320
S
IA
I F
O CAL
E F
T AT
RN O
12/31/2021
S

EONG BA E
K I M

PLAN CHECK SET
PROJECT ADDRESS:

LEGAL LOT DESCRIPTION:

APN:

LOT SIZE:

BUILDING FLOOR AREA:

I AM THE RESPONSIBLE ARCHITECT/ENGINEER OF RECORD ON THIS PROJECT AND WILL

BE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTAL DOCUMENTS

PREPARED BY OTHERS, INCLUDING DEFERRED SUBMITTALS, FOR COMPATIBILITY WITH THE OVERALL DESIGN OF THE BUILDING.

NOT FOR CONSTRUCTION
7/21/2021 10:31:27 AM
A1.01

SITE PLAN
ALVISO NORTH 1ST LLC

HOTEL ALVISO
20020

RL, SS, TK, JL, RW, DK
DK, MC
1 TOPGOLF DRIVE, SAN JOSE, CA 95002
1100 Wilshire Blvd. Ste 2208
Los Angeles, CA 90017
1 TOPGOLF DRIVE, SAN JOSE, CA 95002
BEING A SUBDIVISION, CREATING 12 LOTS, OF THE REAL PROPERTY DESCRIBED IN DOCUMENT NOS. 23548960, 23771031 AND PORTIONS OF PUBLIC STREETS AND ALLEYS,

IN THE CITY OF SAN JOSE, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, AS PER RECORDED IN THE BOOK 741 OF MAPS, PAGE 8, IN THE OFFICE OF THE COUNTY RECORDED OF SAID COUNTY.
015-39-020
271,533 SF (6.2 AC)
187,325.4 SF
SCALE: 1/32" = 1'-0"
SITE PLAN N 01
PLAN

BIKE PARKING

TYPE COUNT
PARKING STRUCTURE -LEVEL P-1
LONG-TERM 5
SITE
SHORT-TERM 18
GRAND TOTAL 23

VEHICLE PARKING SCHEDULE
TYPE NO. OF SPACES
PARKING STRUCTURE -LEVEL P-1
EV CAPABLE 40
EVSE / EV SPACE 4
STANDARD ACCESSIBLE 4
STANDARD ACCESSIBLE EV SPACE 1
UNIFORM 5
VAN ACCESSIBLE 1
VAN ACCESSIBLE EV SPACE 1
56 PARKING STRUCTURE -LEVEL P-2
EV CAPABLE 41
EVSE / EV SPACE 8
UNIFORM 9
58 PARKING STRUCTURE -LEVEL P-3
EV CAPABLE 36
EVSE / EV SPACE 8
UNIFORM 15
59 PARKING STRUCTURE -LEVEL P-4
EVSE / EV SPACE 4
UNIFORM 36
40 SITE
STANDARD ACCESSIBLE 1
UNIFORM 19
VAN ACCESSIBLE 1
21 GRAND TOTAL 234

MOTORCYCLE PARKING

TYPE COUNT
PARKING STRUCTURE -LEVEL P-2
MOTORCYCLE 6
PARKING STRUCTURE -LEVEL P-3
MOTORCYCLE 6
GRAND TOTAL 12

1. REFER TO CIVIL DRAWINGS FOR GRADING, DRAINAGE & UTILITY AND

STORM WATER PLAN

2. REFER TO LANDSCAPE DRAWINGS FOR HARDSCAPE FINISHES,

PLANTING DETAIL, HYDROZONE AND IRRIGATION

3. REFER TO LIGHTING DRAWINGS FOR LIGHTING SITE LAYOUT AND

SITE PHOTOMETRIC PLANS

GUEST ROOM SUMMARY

ROOM TYPE COUNT

GROUND LEVEL
DBL QUEEN STANDARD 4
KING STANDARD 13
KING STANDARD ACCESSIBLE 1
18 2ND FLOOR LEVEL
DBL QUEEN STANDARD 10
DBL QUEEN SUITE ACCESSIBLE 1
KING DELUXE 10
KING DELUXE ACCESSIBLE 1
KING STANDARD 25
KING STANDARD ACCESSIBLE 1
KING SUITE ACCESSIBLE 1
49 3RD FLOOR LEVEL
DBL QUEEN DELUXE 3
DBL QUEEN DELUXE ACCESSIBLE 1
DBL QUEEN STANDARD 10
DBL QUEEN SUITE 1
KING DELUXE 7
KING STANDARD 25
KING STANDARD ACCESSIBLE 1
KING SUITE 1
49 4TH FLOOR LEVEL
DBL QUEEN DELUXE 3
DBL QUEEN DELUXE ACCESSIBLE 1
DBL QUEEN STANDARD 10
DBL QUEEN SUITE 1
KING DELUXE 7
KING STANDARD 25
KING STANDARD ACCESSIBLE 1
KING SUITE 1
49 5TH FLOOR LEVEL
DBL QUEEN DELUXE 4
DBL QUEEN STANDARD 10
DBL QUEEN SUITE 1
KING DELUXE 7
KING STANDARD 25
KING STANDARD ACCESSIBLE 1
KING SUITE 1
49 GRAND TOTAL: 214 214

NO ISSUED DATE
A 100% DD SET 1/26/2021
B CD PROGRESS SET 2/26/2021
C 80% CD BID SET 3/26/2021
D VALUE ENGINEERING 6/1/2021

LINE OF WETLAND

SETBACK

LAP POOL
(12'x50')

WADE POOL
(16'x16')
WOMEN
SAUNA
(12'x8')

JACUZZI
(12'x8')
POOL
EQUIP.

MEN
01 A4.1
01 A4.1
A3.1
02 A3.1
01 A3.2
01 A3.2
03 02
A4.1
02 A4.1
A3.2
02 03
A4.1
01 A4.2
01 A4.2
02 A4.2
02 A4.2
RAMP UP 5.0%
25' - 9" 5' - 6" 19' - 4" 6' - 5"
12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 1 3/4" 27' - 3" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 0 1/4" 8' - 3" 4' - 7" 150' - 2 1/4" SELF-LAUNDRY
&

VENDING

MECHINES
GYM
FRONT
OFFICE
LINEN
20' - 2 1/2" 17' - 1" 5' - 0" 21' - 0"
23' - 11" 18' - 3 3/4" 18' - 10 1/2"
31' - 1" 13' - 2 1/4" 115' - 4 3/4"

YOGA DECK OUTDOOR DINING
RAMP UP 5.0%
ELEV.

LOBBY

MEETING
RM

MEETING
RM 2

MEETING
RM 3

KITCHEN
LINEN
EMP. (W)EMP. (M)

UNIFORM
RM
STOR.

EMP.

LOUNGE
OFFICE

SECURITY
&

CONTROL

RECEIVING
&

INSPECTION
TRASH
AREA
S-BOH

LAUNDRY
STOR.

MAIN
DINING
BAR
DINING

RESTRM(M) RESTRM(W)
MAIN
LOUNGE
FRONT
LOUNGE

BUSINESS
CORNER

RECEPTION

AREA FRONT ENTRANCE
SHOW

KITCHEN SOILED
LINEN

LUGGAGE
29' - 8 1/4" 20' - 8 1/4" 29' - 7 1/4" 16' - 1 3/4" 13' - 2 1/2" 12' - 6" 17' - 9 3/4" BAR
STOR.
57' - 0"
127' - 6 1/4"

GUESTROOM TYPES

DBL QUEEN STANDARDKING STANDARD
78' - 6"
36' - 0"
+13.30'

2.0%
RAMP UP 1.4% +12.78'
+17.22'
+19.03'
+13.10'
+13.10'
RAMP UP 5.0%
(20)LONG-TERM

BICYCLE PARKING
8' - 2" CEILING HEIGHT CLEARANCE FOR

ACCESSIBLE PARKING
(3)SHORT-TERM BICYCLE PARKINGS
15'X24'

SERVICE
PAD
10'X35'

LOADING
ZONE
17' - 0 1/4"
9' - 9 1/2"
75' - 11 1/2"
51' - 5"
86' - 3 3/4" 26' - 0" 20' - 0"
9' - 2" 116' - 6"

MEETING
RM
(3)SHORT-TERM BICYCLE PARKINGS

PROPERTY LINE

PROPERTY L NI E

GUADALU
PE
RIVER
TRAIL
EVA
EVA
EVA
+13.1' F.F.

NO DATE DESCRIPTION
458630BR.DWG

RL/BZ/SS/SK
CORBeL architects3450 Wilshire Blvd.Suite 1000Los AngelesCA 90010 (213)739-9902T
N

T DEVELOPMENT
SERVICES(408) 857-4731
w w w . c o r b e l a r c h i t e c t s . c o m

C HMH
PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
4586.00
DKDK
PLOTTED:
3/64" = 1'-0"
10/30/2020 1:06:12 PM A2.1

GROUND FLOOR
PLAN
OCTOBER 29, 2020
N

GROUND FLOOR UNITS SUMMARY

UNIT TYPE COUNT
DBL QUEEN STANDARD 4KING STANDARD 14GRAND TOTAL 18
01 A4.1
01 A4.1
A3.1
02 A3.1
01 A3.2
01 A3.2
03 02
A4.1
02 A4.1
A3.2
02 03
A4.1
01 A4.2
01 A4.2
02 A4.2
02 A4.2

ROOF BELOW
(ROOF BELOW)
LINEN
13' - 0 1/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 1 3/4" 6' - 5" 19' - 4" 5' - 6" 25' - 9"
8' - 3" 13' - 0 1/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 9 1/4"14' - 1" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 4"
14' - 8 1/2"
14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 16' - 6 3/4" 7' - 9 1/2"8' - 11 1/4"12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 14' - 8 1/2" 22' - 6 3/4" 29' - 0" 5' - 0" 21' - 0"
9' - 2" 116' - 6"
9' - 8"
140' - 6 1/2"
RAMP UP 1.9%
RAMP UP 5.0%
RAMP UP 5.0%
ICE &

VENDING

MACHINE
LINEN
ELEV.

LOBBY
(ROOF BELOW)
14' - 0"
57' - 0"
156' - 9 1/2"
8' - 0"

GUESTROOM TYPES

DBL QUEEN DELUXEDBL QUEEN DELUXE

ACCESSIBLE

DBL QUEEN STANDARDDBL QUEEN SUITEKING DELUXEKING DELUXE

ACCESSIBLE

KING STANDARDKING STANDARD

ACCESSIBLE

KING SUITE
+23.63' +22.95'
RAMP UP 4.6%
+27.56'
RAMP DOWN 5.0%
(12)MOTORCYCLE

PARKING
+29.36'
146' - 6 1/2"
103' - 0 1/2"
91' - 10 1/2"
50' - 6"
132' - 5 1/4"
+28.1' F.F.
136' - 8 1/2"

NO DATE DESCRIPTION
458630BR.DWG

RL/BZ/SS/SK
CORBeL architects3450 Wilshire Blvd.Suite 1000Los AngelesCA 90010 (213)739-9902T
N

T DEVELOPMENT
SERVICES(408) 857-4731
w w w . c o r b e l a r c h i t e c t s . c o m

C HMH
PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
4586.00
DKDK
PLOTTED:
3/64" = 1'-0"
10/30/2020 1:07:23 PM A2.2

SECOND FLOOR
PLAN
OCTOBER 29, 2020
2ND FLOOR UNITS SUMMARY

GUESTROOM TYPES

DBL QUEEN DELUXEDBL QUEEN DELUXE

ACCESSIBLE

DBL QUEEN STANDARDDBL QUEEN SUITEKING DELUXEKING DELUXE

ACCESSIBLE

KING STANDARDKING STANDARD

ACCESSIBLE

KING SUITE
13' - 1 3/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 0 1/4" 140' - 6 1/2"
25' - 9" 5' - 6" 19' - 4" 6' - 5"
57' - 0"
8' - 3" 13' - 0 1/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 9 1/4" 136' - 8 1/2"
8' - 4 1/2" 8' - 0" 13' - 0 3/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 14' - 8 1/2" 22' - 10 1/4" 155' - 11 1/2"
14' - 1" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 17' - 7 1/4" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 12' - 4"
147' - 7"
30' - 0 1/2" 5' - 0" 21' - 0"
9' - 2" 116' - 6"
LINEN
ELEV.

LOBBY
LINEN
ICE &

VENDING

MACHINE
RAMP UP 1.9%
RAMP UP 5.0%
RAMP UP 5.0%
+33.63'
+37.56'
+32.95'
+39.36'
RAMP UP 4.6% RAMP DOWN 4.6%
91' - 10 1/2"
50' - 6"
132' - 5 1/4"
101' - 2"
+38.1' F.F.
8' - 4"

NO DATE DESCRIPTION
458630BR.DWG

RL/BZ/SS/SK
CORBeL architects3450 Wilshire Blvd.Suite 1000Los AngelesCA 90010 (213)739-9902T
N

T DEVELOPMENT
SERVICES(408) 857-4731
w w w . c o r b e l a r c h i t e c t s . c o m

C HMH
PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
4586.00
DKDK
PLOTTED:
3/64" = 1'-0"
10/30/2020 12:57:03 PM A2.3
3RD FLOOR
PLAN
OCTOBER 29, 2020
3RD FLOOR UNITS SUMMARY

GUESTROOM TYPES

DBL QUEEN DELUXEDBL QUEEN DELUXE

ACCESSIBLE

DBL QUEEN STANDARDDBL QUEEN SUITEKING DELUXEKING DELUXE

ACCESSIBLE

KING STANDARDKING STANDARD

ACCESSIBLE

KING SUITE
+39.36'
+32.95'
RAMP UP 4.6%
+43.63'
141' - 3 1/2"
57' - 0"
14' - 1" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 17' - 3" 14' - 8 1/2" 15' - 5 1/2" 14' - 8" 14' - 4 1/4" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 12' - 4"
30' - 0 1/2" 5' - 0" 21' - 0"
13' - 9 1/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 1 3/4" 13' - 9 1/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 0 1/4" 8' - 3" 147' - 7"
101' - 2"
6' - 5" 19' - 4" 5' - 6" 25' - 9"
136' - 8 1/2"
8' - 4 1/2" 8' - 0" 13' - 0 3/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 14' - 8 1/2" 22' - 7 1/4" 91' - 10 1/2"
132' - 5 1/4"
9' - 2" 116' - 6"

LINEN ICE &

VENDING

MACHINE
+48.1' F.F.
50' - 6"
8' - 4"

NO DATE DESCRIPTION
458630BR.DWG

RL/BZ/SS/SK
CORBeL architects3450 Wilshire Blvd.Suite 1000Los AngelesCA 90010 (213)739-9902T
N

T DEVELOPMENT
SERVICES(408) 857-4731
w w w . c o r b e l a r c h i t e c t s . c o m

C HMH
PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
4586.00
DKDK
PLOTTED:
3/64" = 1'-0"
10/30/2020 12:57:26 PM A2.4
4TH FLOOR
PLAN
OCTOBER 29, 2020
N
4TH FLOOR UNITS SUMMARY

GUESTROOM TYPES

DBL QUEEN DELUXEDBL QUEEN DELUXE

ACCESSIBLE

DBL QUEEN STANDARDDBL QUEEN SUITEKING DELUXEKING DELUXE

ACCESSIBLE

KING STANDARDKING STANDARD

ACCESSIBLE

KING SUITE
57' - 0"
155' - 9"
14' - 1" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 47' - 5" 14' - 8" 14' - 4 1/4" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 14' - 8 1/2" 12' - 4"
30' - 0 1/2" 5' - 0" 21' - 0"
147' - 7 1/2"
136' - 8 1/2"
8' - 4 1/2" 8' - 0" 13' - 0 3/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 14' - 8 1/2" 22' - 7 1/4" 91' - 10 1/2"
9' - 2"
101' - 2"
13' - 9 1/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 1 3/4" 141' - 3 1/2"
6' - 5" 19' - 4" 5' - 6" 25' - 9"
8' - 3" 13' - 0 1/4" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 12' - 8 1/2" 13' - 9 1/4" +58.1' F.F. PARKING BELOW 8' - 4"
50' - 6"
132' - 6"
97' - 6" 19' - 1 1/2"

NO DATE DESCRIPTION
458630BR.DWG

RL/BZ/SS/SK
CORBeL architects3450 Wilshire Blvd.Suite 1000Los AngelesCA 90010 (213)739-9902T
N

T DEVELOPMENT
SERVICES(408) 857-4731
w w w . c o r b e l a r c h i t e c t s . c o m

C HMH
PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
4586.00
DKDK
PLOTTED:
3/64" = 1'-0"
10/30/2020 12:57:49 PM A2.5
5TH FLOOR
PLAN
OCTOBER 29, 2020
N
5TH FLOOR UNITS SUMMARY

UNIT TYPE COUNT
DBL QUEEN DELUXE 2DBL QUEEN DELUXE ACCESSIBLE 1DBL QUEEN STANDARD 10DBL QUEEN SUITE 1KING DELUXE 7KING DELUXE ACCESSIBLE 1KING STANDARD 25KING STANDARD ACCESSIBLE 1KING SUITE 1GRAND TOTAL 49 01 A4.1
01 A4.1
A3.1
02 A3.1
01 A3.2
01 A3.2
03 02
A4.1
02 A4.1
A3.2
02 03
A4.1
01 A4.2
01 A4.2
02 A4.2
02 A4.2
26' - 0" 64' - 6" 50' - 9 1/2"
141' - 3 1/2"
31' - 11" 18' - 8"
8' - 3" 50' - 8" 64' - 6" 13' - 3 1/2"
136' - 8 1/2"
8' - 5 1/2" 109' - 5 1/2" 37' - 10"
35' - 6 1/2" 21' - 2"
147' - 7"
155' - 9"
50' - 7"
47' - 6" 100' - 1 1/4"
13' - 1 1/2" 78' - 0 3/4" 9' - 11 1/2"
101' - 2"
10' - 1"
8' - 4"
9' - 8"
21' - 8"

PARKING BELOW

NO DATE DESCRIPTION
458630BR.DWG

RL/BZ/SS/SK
CORBeL architects3450 Wilshire Blvd.Suite 1000Los AngelesCA 90010 (213)739-9902T
N

T DEVELOPMENT
SERVICES(408) 857-4731
w w w . c o r b e l a r c h i t e c t s . c o m

C HMH
PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
4586.00
DKDK
PLOTTED:
3/64" = 1'-0"
10/30/2020 12:57:50 PM A2.6

ROOF PLAN
OCTOBER 29, 2020
N
Appendix G: Fire Access Plan
26' LOT LINE 30'
TRAIL EASEMENT LOT LINE 70' 68'
55'
20'
150'
70'
70' 26' 26' 14' MAX RETAINING WALL 5' MAX RETAINING WALL 12' PED TRAIL EXISTING PUBLIC TRAIL GUADALUPE RIVER APPROVED PUBLIC TRAIL CONNECTION EXISTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED FIRE TRUCK TURN AROUND PROPOSED FIRE TRUCK TURN AROUND ONSITE PEDESTRIAN TRAIL CONNECTION OPTION 4 STORY PARKING GARAGE TOTAL AREA = 70,757 SF CONSTRUCTION TYPE IA 5 STORY HOTEL TOTAL AREA = 110,700 SF CONSTRUCTION TYPE IA / TYPE VA 26' 240' 20' MIN EVA/TRAIL 12' PED TRAIL 20' EVA/TRAIL FIRE TRUCK TURNING, TYP 20' ROLLED CURB ROLLED CURB ROLLED CURB 46' 73' REMOVABLE BOLLARS REMOVABLE BOLLARS REMOVABLE BOLLARS EXISTING PROPERTY LINE RED CURB RED CURB RED CURB LANDS OF STATE OF CALIFORNIA APN: 015-39-014 VACANT LANDS OF SANTA CLARA VALLEY WATER DISTRICT APN: 015-39-019 LANDS OF SHOPS@TERRA LLC APN:014-39-026 FUTURE TOPGOLF UNDER CONSTRUCTION PD16-034LANDS OF 237 NORTH FIRST ST HOLDINGS LLC APN: 015-39-056 VACANT LANDS OF CITY OF SANTA CLARA APN: 015-39-024 Provide Signage at locations acceptable by Fire Department (Typical locations shown below) PROPOSED HYDRANT, TYP EX F F F F 26' F F F F FIRE ACCESS PLAN 1" = 40' DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHCNO DATE DESCRIPTION PD19-031

PLANNED DEVELOPMENT PERMIT
HOTEL ALVISO @ TERRA
S:\PROJECTS\458630\PL\PERMIT\458630-08FA.DWG 458630-08FA.DWG 6.0 4586.00 RH/LAZJ OCTOBER 29, 2020 PLOTTED: 10/29/2020 8:41 AM 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.comRH/LA RA FA EL HERNA NDEZ REE IN GNE L NA ROFE SIO P DERETSI GER CAL I FORN I A OF ETATS CIVI L No. 81168 TNT DEVELOPMENT SERVICES (408) 857-4731 CORBeL architects 3450 Wilshire Blvd. Suite 1000 Los Angeles CA 90010 (213) 739-9902 w w w . c o r b e l a r c h i t e c t s . c o m TERRA VENTURES 1 INCH = 40 FEET 40200 80 LEGEND FIRE TRUCK TURNING R=50' R=30' EVA TRAIL/EVA FIRE HYDRANT ROADWAY Alviso Hotel Appendix: Greenhouse Gas Reduction Strategy Consistency Checklist Table 4.8-1: San José Greenhouse Gas Reduction Strategy Consistency Checklist Policy/Strategy Consistency Discussion
Table A: General Plan Consistency
1) Consistency with the Land Use/ Transportation Diagram (Land Use and Density) Is the project consistent with the Land
Use/Transportation Diagram?
Yes. As discussed in Section 4.11 Land Use and
Planning, the project is consistent with the
Combined Industrial/Commercial General Plan
land use designation for the site and does not
require a General Plan Amendment.
2) Implementation of Green Building Measures
MS-2.2: Encourage maximized use of on-site
generation of renewable energy for all new and
existing buildings
Yes. The project includes installation of solar
panels on the rooftop of the hotel building. The
project applicant is committed to the project being
compliant with all mandatory applicable state and
local green building and energy codes.

MS-2.3: Encourage consideration of solar
orientation, including building placement,
landscaping, design and construction techniques
for new construction to minimize energy
consumption.

Yes. The proposed project is located and
designed to maximize sun exposure and reduce
energy consumption. All building facades and
hotel rooms include windows to maximize
natural sunlight and reduce energy consumption
for lighting and heating during winter months.

MS-2.7: Encourage the installation of solar panels
or other clean energy power generation sources
over parking areas.

Yes. Parking for the project would be primarily
situated in parking structures underneath
buildings, thus minimizing the surface parking
heat island effect. The project would not include
solar panels over the parking garage; however,
solar panels would be installed on the rooftop of
the hotel building. The project would comply
with applicable local and the state mandatory
measures that are encouraging clean energy power
generation.

MS-2.11: Require new development to
incorporate green building practices, including
those required by the Green Building Ordinance.

Specifically, target reduced energy use through
construction techniques (e.g., design of building
envelopes and systems to maximize energy
performance), through architectural design (e.g.,
design to maximize cross ventilation and interior
Yes. The project will conform with the City’s
Green Building Ordinance which includes
measures for reduced energy consumption (e.g.,
LED light fixtures, energy saving appliances).

Table 4.8-1: San José Greenhouse Gas Reduction Strategy Consistency Checklist Policy/Strategy Consistency Discussion
daylight) and through site design techniques (e.g.,
orienting buildings on sites to maximize the
effectiveness of passive solar design).

MS-16.2: Promote neighborhood-based
distributed clean/renewable energy generation to
improve local energy security and to reduce the
amount of energy wasted in transmitting
electricity over long distances.

Yes. The project applicant is committed to
working with the city and the adjoining property
owners towards supporting neighborhood-based
distributed clean/ renewable energy generation
when it becomes available in the area.
3) Pedestrian, Bicycle & Transit Site Design Measures
CD-2.1: Promote the Circulation Goals and
Policies in the Envision San José 2040 General
Plan. Create streets that promote pedestrian and
bicycle transportation by following applicable
goals and policies in the Circulation section of
Envision San José 2040 General Plan.
a) Design the street network for safe shared use
by pedestrians, bicyclists, and vehicles.

Include elements that increase driver
awareness.
b) Create a comfortable and safe pedestrian
environment by implementing wider
sidewalks, shade structures, attractive street
furniture, street trees, reduced traffic speeds,
pedestrian-oriented lighting, mid-block
pedestrian crossings, pedestrian activated
crossing lights, bulb-outs and curb extensions
at intersections, and on-street parking that
buffers pedestrians from vehicles.
c) Consider support for reduced parking
requirements, alternative parking
arrangements, and Transportation Demand
Management strategies to reduce area
dedicated to parking and increase area
dedicated to employment, housing, parks,
public art, or other amenities. Encourage decoupled parking to ensure that the value and cost of parking are considered in real estate
and business transactions.

Yes. The project includes an on-site connection
to the Guadalupe River Trail at the southern
limits of the site and currently proposes 20
long-term and six short-term bicycle parking
spaces.

Bicycle access would be provided via North
First Street, where Class II bike lanes currently
exist along the project frontage. Upon entering
the project site at the Bay Vista driveway, a
two-way path is provided along the east side of
Bay Vista Drive. The path continues through
the project site and provides access to the
Guadalupe River Trail. This path would help
prevent vehicle-bicycle conflicts on the project
site. Pedestrian access would be provided via
this path also.

Within the project site, sidewalks would
provide hotel access to and from the parking
garage and surface parking areas. The project
would not substantially increase hazards due to
bicycles or pedestrians entering and exiting the
project site.

CD-2.5: Integrate Green Building Goals and
Policies of the Envision San José 2040 General
Plan into site design to create healthful
environments. Consider factors such as shaded
Yes. As discussed in Section 2.0, Project
Information, the proposed project would include
shaded parking in the lower levels of the
parking structure, on-site bicycle parking,
Table 4.8-1: San José Greenhouse Gas Reduction Strategy Consistency Checklist Policy/Strategy Consistency Discussion
parking areas, pedestrian connections,
minimization of impervious surfaces,
incorporation of stormwater treatment measures,
appropriate building orientations, etc.
would plant 30 trees on-site and would include
stormwater treatment measures consistent with
City post construction requirements.

CD-2.11: Within the Downtown and Urban
Village Overlay areas, consistent with the
minimum density requirements of the pertaining
Land Use/Transportation Diagram designation,
avoid the construction of surface parking lots
except as an interim use, so that long-term
development of the site will result in a cohesive
urban form. In these areas, whenever possible, use
structured parking, rather than surface parking, to
fulfill parking requirements. Encourage the
incorporation of alternative uses, such as parks,
above parking structures.

Not Applicable. The project site is not located
in the Downtown area or within an Urban
Village overlay.

CD-3.2: Prioritize pedestrian and bicycle
connections to transit, community facilities
(including schools), commercial areas, and other
areas serving daily needs. Ensure that the design
of new facilities can accommodate significant
anticipated future increases in bicycle and
pedestrian activity.

Yes. The project would not remove or inhibit
access to any existing bicycle or pedestrian
facilities. The project includes an on-site
connection to the Guadalupe River Trail at the
southern limits of the site and currently
proposes 20 long-term and six short-term
bicycle parking spaces. Within the project site,
sidewalks would provide hotel access to and
from the parking garage and surface parking
areas. The project would not conflict with any
program, plan, ordinance, or policy addressing
pedestrian facilities.

CD-3.4: Encourage pedestrian cross-access
connections between adjacent properties and
require pedestrian and bicycle connections to
streets and other public spaces, with particular
attention and priority given to providing
convenient access to transit facilities. Provide
pedestrian and vehicular connections with crossaccess easements within and between new and existing developments to encourage walking and
minimize interruptions by parking areas and curb
cuts.

Yes. The project includes an on-site connection
to the Guadalupe River Trail at the southern
limits of the site. Within the project site,
sidewalks would provide hotel access to and
from the parking garage and surface parking
areas.

LU-3.5: Provide for the needs of bicyclists and
pedestrians, including adequate bicycle parking
Not applicable. The project site in not located
in the Downtown area.

Table 4.8-1: San José Greenhouse Gas Reduction Strategy Consistency Checklist Policy/Strategy Consistency Discussion
areas and design measures to promote bicyclists
and pedestrian safety.

TR-2.8: Require new development to promote onsite facilities such as bicycle storage and showers, provide connections to existing and planned
facilities, dedicate land use to expand existing
facilities or provide new facilities such as
sidewalks and/or bicycle lanes/paths, or share in
the cost of improvements.

Yes. The project would include 20 long-term
and six short-term bicycle parking spaces.

TR-7.1: Require large employers to develop
TDM programs to reduce the vehicle trips and
vehicle miles generated by their employees
through the use of shuttles, provision for carsharing, bicycle sharing, carpool, parking strategies, transit incentives and other measures.

Yes. As noted in Section 4.17, Transportation,
the project would be required to implement a
TDM program which would include measures
to support reduced vehicle trips.

TR-8.5: Promote participation in car share
programs to minimize the need for parking spaces
in new and existing development.

Yes. As noted in Section 4.17, Transportation,
the project would be required to implement a
TDM program which may include a car share
program.
4) Water Conservation and Urban Forestry Measures
MS-3.1: Require water-efficient landscaping,
which conforms to the state’s Model Water
Efficient Landscape Ordinance (MWELO), for all
new commercial, institutional, industrial, and
developer-installed residential development unless
for recreation needs or other area functions.

Yes. The proposed project would include use of
low water use plants and irrigation systems
consistent with the State’s MWELO
requirements.

MS-3.2: Promote the use of green building
technology or techniques that can help reduce the
depletion of the City’s potable water supply, as
building codes permit. For example, promote the
use of captured rainwater, graywater, or recycled
water as the preferred source of non-potable water
needs such as irrigation and building cooling,
consistent with Building Codes or other
regulations.

Yes. The project would utilize recycled water
for landscape irrigation.

MS-19.4: Require the use of recycled water
whenever feasible and cost-effective to serve the
existing and new development.

Yes. The project would utilize recycled water
for landscape irrigation.

MS-21.3: Ensure that San José’s Community
Forest is comprised of species that have low water
Yes. The proposed trees would have low water
requirements and are suitable for San José’s
Table 4.8-1: San José Greenhouse Gas Reduction Strategy Consistency Checklist Policy/Strategy Consistency Discussion
requirements and are well adapted to its
Mediterranean climate. Select and plant diverse
species to prevent monocultures that are
vulnerable to pest invasions. Furthermore,
consider the appropriate placement of tree species
and their lifespan to ensure perpetuation of the
Community Forest.
climate. The project would plant diverse
species.

MS-26.1: As a condition of new development,
require the planting and maintenance of both
street trees and trees on private property to
achieve a level of tree coverage in compliance
with and that implements City laws, policies or
guidelines.

Yes. As noted in Section 4.4, the project would
be required to comply with the City’s tree
replacement policy and would result in 30 trees
being planted.

ER-8.7: Encourage stormwater reuse for
beneficial uses in existing infrastructure and
future development through the installation of rain
barrels, cisterns, or other water storage and reuse
facilities.

Yes. The proposed project includes waterefficient landscaping that does not warrant use of irrigation such that rain barrels, cisterns, or
water storage facilities would be necessary.

Table B: Greenhouse Gas Reduction Strategy
Part 1: Residential Projects – Not Applicable to the Project Part 2: Residential and Non-Residential Projects
Renewable Energy Development

1. Install solar panels, solar hot water, or other
clean energy power generation sources on
development sites, or

2. Participate in community solar programs to
support development of renewable energy in
the community, or

3. Participate in San José Clean Energy at the
Total Green level (i.e., 100% carbon-free
electricity) for electricity accounts associated
with the project.

Supports Strategies: GHGRS #1, GHGRS #3
Yes. The project includes installation of solar
panels on the rooftop of the hotel building.

Building Retrofits – Natural Gas
This strategy applies to projects that include a
retrofit of an existing building.

Supports Strategies: GHGRS # 4
Not Applicable. This strategy is not applicable
because the project does not include a retrofit of
existing buildings.

Table 4.8-1: San José Greenhouse Gas Reduction Strategy Consistency Checklist Policy/Strategy Consistency Discussion
Zero Waste Goal

1. Provide space for organic waste collection
containers, and/or

2. Exceed the City’s construction and demolition
waste diversion requirement
Supports Strategies: GHGRS #5
Yes. Organic waste containers will not be
provided for the proposed hotel. However, the
proposed project would meet the City’s
construction and demolition waste diversion
requirements.

Caltrain Modernization

1. For projects located within 1/2 mile of a
Caltrain station, establish a program through
which to provide project tenants and/or
residents with free or reduced Caltrain passes;
or

2. Develop a program that provides project
tenants and/or residents with options to reduce
their vehicle miles traveled (e.g., a TDM
program), which could include transit passes,
bike lockers and showers, or other strategies
to reduce project related VMT.

Supports Strategies: GHGRS #6
Yes. As noted in Section 4.17, Transportation,
the project would be required to implement a
TDM program which would include measures
to support reduced vehicle trips.

Water Conservation

1. Install high-efficiency appliances/fixtures to
reduce water use, and/or include water
sensitive landscape design, and/or

2. Provide access to reclaimed water for outdoor
water use on the project site.

Supports Strategies: GHGRS #7
Yes. The proposed project would include highefficiency fixtures to reduce water usage and would utilize recycled water for landscape
irrigation.

Note:

Refer to Section 4.8.1.2 for more information on the seven strategies identified in the 2030 GHGRS.

San Jose City CouncilAugust 9, 2022

San Jose City Council
August 9, 2022