HomeMy WebLinkAboutAttachment 02a. - Comprehensive PIF - Trip Generation Analysis - Apr 2024APPENDIX A
Project Information Form for Transportation Studies
Page 1 of 4
A
The first page of the Project Information Form (PIF) is to be completed by the applicant. If the project meets the exemption
criteria shown below (subject to verification by City staff), then no further analysis is required and the PIF may be submitted with
only the first page completed. If none of the boxes are checked, the remaining sections of the PIF (pages 2-4) must be completed
by a consultant meeting professional qualifications described in Section 1.5 of the TSG (see “Consultant” section below). The PIF
is subject to change as new project information arises.
General Project Information and Description
Owner/Applicant Information
Name:
Address:
Phone Number:
Email:
Project Information
Project Name:
Project Address:
APN:
Land Use Designation: Zoning Designation:
Project Description
Land Uses and Intensities
(units, square feet, etc.):
Gross and Developable Acreage:
Vehicle Parking Required (per relevant City
planning document (e.g., CVMC, SPA Plan, etc.):
Vehicle Parking Spaces
Proposed:
Accessible Spaces: Bicycle Storage Capacity
(racks and secure storage):
Motorcycle Spaces: EV Parking Spaces:
Exemptions
Check the box that applies to your project:
☐
Intensification of residential development on a
residential parcel with a net increase of no more
than 20 multi-family units (does not apply if non-
residential uses are proposed).
☐
Review or approval of a project that is strictly
consistent with the land uses evaluated in the
recently certified CEQA document within 5 years
(attach documentation).
☐
Conditional use permit for alcohol and temporary
sales offices. ☐
Zoning variance for deviations from zoning
standards only.
☐
Facilities for the exclusive use of an existing
residential development that are located within or
immediately adjacent to that project, such as a
clubhouse, a pool, or multi-purpose room.
☐
Historic designation or Certificate of
Appropriateness, provided there is no change in
land use.
☐ Cell phone sites or towers. ☐
Minor restaurant expansion, provided there is no
increase in seating or drive-through lanes.
APPENDIX A
Project Information Form for Transportation Studies
Page 2 of 4
A
Consultant (CA Licensed Traffic Engineer or CA Licensed Civil Engineer with Traffic Engineering Expertise)
Name of Firm:
Project Manager: License(s):
Email Address:
Telephone:
Trip Generation (Attach Traffic Generation Table with Rates and Daily and Peak Hour Volumes)
[Use the SANDAG (Not So) Brief Guide of Vehicular Trip Generation]
Total Daily Trips: Pass-by Trips:
(Driveway count or published
SANDAG/ITE rate at City’s
discretion):
Alternative Mode
Reduction: Net Daily Trips:
Site Plan
Attach 11x17 copies of the project location/vicinity map and site plan containing the following:
• Driveway locations and access type
• Pedestrian access, bicycle access, and on-site pedestrian circulation
• Location and distance to closest existing transit stop (measure as walking distance to project
entrance or middle of parcel)
• Location of any planned sidewalks or bikeways identified in the City of Chula Vista Active
Transportation Plan within ½ mile of the project
CEQA Transportation Analysis Screening
To determine if your project is screened from VMT analysis, review the Project Type Screening and the Project Location
Screening tables below. If “No” is checked for any project type or land use applicable to your project, the project is not screened
out and must complete VMT analysis in accordance with the analysis requirements outline in the City of Chula Vista
Transportation Study Guidelines (TSG) Chapter 3.
Project Type Screening
1. Select the Land Uses that apply to your project
2. Answer the questions for each Land Use that applies to your project
(if “Yes” is indicated in any land use category below, then that land use (or a
portion of the land use) is screened from CEQA Transportation Analysis)
Note: All responses must be documented and supported by substantial
evidence.
Yes No
1. Locally Serving Retail Project
a. Is the project less than 125,000 square feet and serving the local
community? The City may request a market capture study that
identifies local market capture to the City’s satisfaction.
2. Locally Serving Public Facility or Community Purpose Facility
a. Is the project a public facility or Community Purpose Facility that
serves the local community? (see TSG Section 3.3)
Previous Use Credits:
Internal Capture:
Screened Out?
(Mark Yes or No)
APPENDIX A
Project Information Form for Transportation Studies
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3. Small Residential and/or Employment Project
a. Does the project generate less than 200 net daily trips?
4. Infill Affordable Housing
a. Is the project composed of deed-restricted affordable housing
units, and has the following characteristics:
i. Is an infill project;
ii. Is close to a transit stop or station; and
iii. Project-provided parking does not exceed parking
required by the Chula Vista Municipal Code?
5. Redevelopment Project
a. Does the project result in a net decrease in total Project VMT than
the existing use?
Project Location Screening
1. Select the Land Uses that apply to your project
2. Answer the questions for each Land Use that applies to your project
(if “Yes” is indicated in any land use category below, then that land use (or a portion
of the land use) is screened from CEQA Transportation Analysis) Yes No
1. Residential
a. Is the project located in a VMT-efficient area (15% or more below
the regional average) using the Chula Vista screening maps for
VMT/Capita?
View VMT/Capita map here:
https://cvgis.maps.arcgis.com/apps/webappviewer/index.html?id=f
0d05a4a014841d588bb66891500b34d
2. Employment (not including Industrial Employment)
a. Is the project located in a VMT-efficient area (15% or more below
the regional average) using the City of Chula Vista screening maps
for VMT/Employee?
View VMT/Employee map here:
https://cvgis.maps.arcgis.com/apps/webappviewer/index.html?id=d
80a3cddc1964f8c88dafef234147e98
3. Industrial Employment
a. Is the project located in a VMT-efficient area (at or below the
regional average) using the City of Chula Vista screening maps for
VMT/Employee?
4. Within a transit buffer
a. Is the project in a transit priority area or within ½ mile of a stop
along a high quality transit corridor, and has the following project
characteristics?
i. Has a Floor Area Ratio (FAR) of more than 0.75
ii. Includes no more than the minimum parking for use by
residents, customers, or employees of the project than
required by the jurisdiction
iii. Is consistent with the City of Chula Vista General Plan
iv. Does not include a smaller number of units that
previously on the project site
v. Does not replace affordable residential units with
moderate- or high-income residential units.
Screened Out?
(Mark Yes or No)
APPENDIX A
Project Information Form for Transportation Studies
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Local Mobility Analysis Screening
Does this project generate less than 200
daily trips (after adjustments)?
Yes No
If yes, the project does not need to complete an LMA. If no, continue to next question to determine
study extents.
Is this project consistent with Relevant City
Planning Documents (e.g., General Plan, SPA
Plan, Specific Plan)?
Yes No
Refer to the City of Chula Vista Transportation Study Guidelines (TSG), Chapter 4, to determine study
extents based on the project’s trip generation and consistency with the General Plan.
Provide attach a list or map of proposed study intersections in accordance with the requirements
outlined in the TSG, Chapter 4.
3900 5th Avenue, Suite 310 San Diego, CA 92103 619-795-6086
www.CRAmobility.com
CEQA Transportation Analysis and Local Mobility Analysis
In 2014, the City of Chula Vista approved the Village 8 East Sectional Planning Area (SPA) Plan and
Tentative Map, along with the Environmental Impact Report (2014 EIR) and associated Traffic Impact
Study (2014 TIS). HomeFed Otay Land II, LLC (the Applicant) subsequently filed an application for
amendments to the Chula Vista General Plan, the Otay Ranch General Development Plan, and the
Village 8 East SPA, a rezone and new Tentative Map.
The purpose of this comprehensive PIF is to track the amendments proposed by the Project Applicant
and provide a tracking mechanism for the City to ensure that future projects remain consistent with
the 2014 EIR. Table 1 displays a trip generation studied in the 2014 EIR. Excerpt of the 2014 EIR is
included as Attachment A.
Table 1 - Village 8 East Trip Generation – Adopted Land Uses (2014 TIS)
Land Use Trip Generation
Rates from 2014 TIS Amount ADT AM
(In/Out)
PM
(In/Out)
Single Family 10/DU 963 DU 9,630 770
(231-in / 539-out)
963
(674-in / 289-out)
Multi-Family 8/DU 2,597 DU 20,776 1,662
(332/1,330)
2,078
(1,454/623)
Mixed-Use
Commercial 110/KSF 20 KSF 2,200 66
(40/26)
198
(99/99)
CPF 30/Acre 4.2 Acre 126 6
(4/3)
10
(5/5)
Elementary
School 90/Acre 10.8 Acre 972 311
(187/124)
87
(35/52)
Neighborhood
Park 5/Acre 7.3 Acre 37 1
(1/1)
3
(1/1)
Community
Park 50/Acre 40.7 Acre 2,035 81
(41/41)
163
(81/81)
Total 35,776 2,889
(835/2,064)
3,502
(2,350/1,152)
Source: University Villages TIA (2014)
As shown in Table 1, the total trips analyzed in the 2014 EIR are 35,776 Average Daily Trips (ADT) with
2,899 trips (835-in/2,064-out) during the AM peak hour and 3,502 trips (2,350-in/1,152-out) during
the PM peak hour. Excerpts from the 2014 TIS are provided as an attachment to this document.
Table 2 displays the trip generation for the proposed Village 8 East land uses. This table reflects the
trip generation for proposed land uses across the entire Village. For comparison purposes, some
planning areas were grouped together based on their geographical locations and presence of physical
barriers (i.e., natural terrain, freeway, existing or future roadways). The proposed site plan is included
as an attachment to this document.
As shown in Table 2, the proposed Village 8 East land uses are anticipated to generate 31,776 ADT,
with 2,307 (530-in/1,777-out) trips during the AM peak hour, and 3,096 (2,078-in/1,018-out) trips
during the PM peak hour. Which is 4,000 less ADT, 592 less (305-in/287-out) AM trips, and 406 less
(272-in/134-out) PM trips, when compared to the 2014 EIR. Street cross sections and estimated
average daily traffic are provided as attachments to this document.
Village 8 East
Project Information Form
Table 2 - Village 8 East Proposed Trip Generation
Parcel Land Use Units Unit
Type
Trip
Rate ADT AM Peak Hour PM Peak Hour
% Trips Split In Out % Trips Split In Out
R1 Multi-Family (6-20 DU/Acre) 154 DU 8/DU 1,232 8% 99 2:8 20 79 10% 124 7:3 87 37
R2 Multi-Family (6-20 DU/Acre) 163 DU 8/DU 1,304 8% 105 2:8 21 84 10% 131 7:3 92 39
R3 Multi-Family (6-20 DU/Acre) 162 DU 8/DU 1,296 8% 104 2:8 21 83 10% 130 7:3 91 39
R4 Multi-Family (6-20 DU/Acre) 147 DU 8/DU 1,176 8% 95 2:8 19 76 10% 118 7:3 83 35
R5 Multi-Family (6-20 DU/Acre) 155 DU 8/DU 1,240 8% 100 2:8 20 80 10% 124 7:3 87 37
R6 Multi-Family (6-20 DU/Acre) 143 DU 8/DU 1,144 8% 92 2:8 18 74 10% 115 7:3 81 34
R7 Multi-Family (6-20 DU/Acre) 226 DU 8/DU 1,808 8% 145 2:8 29 116 10% 181 7:3 127 54
R8 Multi-Family (6-20 DU/Acre) 176 DU 8/DU 1,408 8% 113 2:8 23 90 10% 141 7:3 99 42
R9 Multi-Family (6-20 DU/Acre) 196 DU 8/DU 1,568 8% 126 2:8 25 101 10% 157 7:3 110 47
R10 Multi-Family (6-20 DU/Acre) 142 DU 8/DU 1,136 8% 91 2:8 18 73 10% 114 7:3 80 34
S-1 Multi-Family (6-20 DU/Acre)1 264 DU 8/DU 2,112 8% 169 2:8 34 135 10% 212 7:3 148 64
VC-1 Multi-Family (6-20 DU/Acre) 275 DU 8/DU 2,200 8% 176 2:8 35 141 10% 220 7:3 154 66
VC-2 Multi-Family (6-20 DU/Acre) 430 DU 8/DU 3,440 8% 276 2:8 55 221 10% 344 7:3 241 103
VC-3A Multi-Family (6-20 DU/Acre) 161 DU 8/DU 1,288 8% 104 2:8 21 83 10% 129 7:3 90 39
VC-3B Mixed Use: Commercial
(W/Supermarket)/Residential 2 10 KSF 110/KSF 1,100 3% 33 6:4 20 13 9% 99 5:5 50 49
VC-4 Multi-Family (6-20 DU/Acre) 192 DU 8/DU 1,536 8% 123 2:8 25 98 10% 154 7:3 108 46
VC-5 Mixed Use: Commercial
(W/Supermarket)/Residential2 10 KSF 110/KSF 1,100 3% 33 6:4 20 13 9% 99 5:5 50 49
VC-6 Multi-Family (6-20 DU/Acre) 142 DU 8/DU 1,136 8% 91 2:8 18 73 10% 114 7:3 80 34
VC-7 Multi-Family (6-20 DU/Acre) 148 DU 8/DU 1,184 8% 95 2:8 19 76 10% 119 7:3 83 36
CPF-1 CPF 1.2 Acre 30/Acre 36 4% 2 5:5 1 1 8% 3 5:5 2 1
AR Community Park 22.6 Acre 50/Acre 1,130 4% 46 5:5 23 23 8% 91 5:5 46 45
P-1 (NP) Neighborhood Park 7.3 Acre 5/Acre 37 4% 2 5:5 1 1 8% 3 5:5 2 1
P-2 (CP) Community Park 43.3 Acre 50/Acre 2,165 4% 87 5:5 44 43 8% 174 5:5 87 87
Total 3,276 DU 31,776 2,307 530 1,777 3,096 2,078 1,018
University Villages EIR/TIS (V8E) 35,776 2,899 - 835 2,064 - 3,502 - 2,350 1,152
∆ -4,000 -592 -305 -287 -406 -272 -134
Source: CR Associates (2023)
1 The S-1 school site has an underlying residential land use designation of High Residential. If the site is not developed as a school site, then it shall be developed as residential; however, if the
site is developed as an elementary school, then the 264 units may be reallocated to another Village 8 East parcel or transferred to another village, as permitted in the Village 8 East PC District
Regulations, Chapter 10, Implementation.
2 VC-3B and VC-5 are anticipated to be developed with non-residential uses only, consistent with the Village Core zoning district. The “Permitted Density Range” is not applicable to VC parcels
with no residential units. 20,000 SF of commercial uses are authorized within Village 8 East. Commercial SF may be developed within a single parcel designated VC or distributed among any
parcel designated VC (VC-1 through VC-7). The final distribution of commercial SF to be determined during Design Review.
Village 8 East
Project Information Form
Consistent with the City of Chula Vista Transportation Study Guidelines (TSG), a project that generates less
than 200 net daily trips is not required to conduct a CEQA Transportation Analysis or Local Mobility Analysis
(LMA). Since the Project would generate 4,000 less daily trips, a CEQA Transportation Analysis and LMA is
not required.
Table 3 compares the proposed and approved land uses by summarizing the net change in residential or
commercial quantities. The comparison of the adopted site plan and the proposed site plan is provided
for reference only.
Table 4 is a tracking sheet intended for future Village 8 East projects. When completing a project specific
PIF, future projects should update Table 4 to reflect proposed residential or commercial square footage
allocation changes, as well as the resulting changes to trip generation.
The Site Plan overlay, which offers a comparison between the current SPA and the proposed project, can
be found in Attachment B. Details on the internal roadway cross-section, expected daily traffic,
Neighborhood Electric Vehicle Network, and related data can be found in Attachment C.
Village 8 East
Project Information Form
Table 3 - Proposed and Approved Land Uses
Proposed Land Use Approved Land Use
Planning Area Unit Type Acres Units Target Density Planning Area Unit Type Acres Units Target Density ∆
VC-1 Multi-Family 7.6 275 DU 36.2 R-16 Multi-Family 6.2 287 DU 46.3 -12 DU
R-1 Multi-Family 9.9 154 DU 15.6 R-14 Multi-Family 7.1 329 DU 46.3 -175 DU
R-2 Multi-Family 10.7 163 DU 15.2 R-15 Multi-Family 9.6 452 DU 47.1 -289 DU
VC-2 Multi-Family 11.3 430 DU 38.1 R-17 Multi-Family 12 562 DU 46.8 -518 DU VC-3A Multi-Family 5.5 161 DU 29.3
R-18 Multi-Family 11.3 547 DU 48.4 VC-3B Commercial 5.6 10 KSF - +10 KSF
S-1 Multi-Family 11.3 264 DU 23.4 R-1 Single Family 8.4 76 DU 9 +154 DU R-2 Single Family 3.9 34 DU 8.7
P-1 Neighborhood Park 7.4 - - S-1 Elementary School 10.8 - - -
VC-4 Multi-Family 4.5 192 DU 42.7
MU-1
Multi-Family
9.5
440 DU 46.3 -248 DU
VC-5 Commercial 5.7 10 KSF - Commercial 20 KSF - -10 KSF
CPF-1 CPF 2.6 - -
VC-6 Multi-Family 5.3 142 DU 26.8 P-1 Neighborhood Park 7.3 - - +290 DU VC-7 Multi-Family 6 148 DU 24.7
R-3 Multi-Family 11.4 162 DU 14.2 R-3 Single Family 9.8 80 DU 8.2 +30 DU R-4 Single Family 7.6 52 DU 6.8
R-4 Multi-Family 10.9 147 DU 13.5
R-5 Single Family 2.7 23 DU 8.5
+99 DU R-6 Single Family 2.6 25 DU 9.6
CPF-2 CPF 0.5 - -
R-5 Multi-Family 11.0 155 DU 14.1
R-7a Single Family 1.2 14 DU 11.7
-62 DU R-7b Single Family 0.9 11 DU 12.2
R-8 Single Family 3.8 33 DU 8.7
R-9 Single Family 17.1 159 DU 9.2
R-6 Multi-Family 10.3 143 DU 13.9 R-10 Single Family 13.5 111 DU 8.5 +32 DU CPF-3 CPF 0.5 - -
Village 8 East
Project Information Form
Proposed Land Use Approved Land Use
Planning Area Unit Type Acres Units Target Density Planning Area Unit Type Acres Units Target Density ∆
R-7 Multi-Family 15.8 226 DU 14.3 R-11a Single Family 9.3 74 DU 8
+415 DU
R-11b Single Family 1.3 10 DU 7.7
R-8 Multi-Family 14.0 176 DU 12.6 R-12a Single Family 3.9 29 DU 7.4
0.0 DU 0.0 R-12b Single Family 10.6 72 DU 6.8
R-9 Multi-Family 15.4 196 DU 12.7 R-13 Single Family 20.5 140 DU 6.8
CPF-1 CPF 1.2 DU 0.0 -- - - -
R-10 Multi-Family 11.5 142 DU 12.3 CPF-4 CPF 0.6 - - -
P-2 Community Park 43.3 - - P-2 Community Park 51.5 - - -
AR-11 Active Recreation 22.6 AR-11 Active Recreation 22.6 -
Total 3276 DU 3580 DU -284 DU*
Source: Otay Ranch Village 8 SPA Plan (2014); CR Associates (2023)
Notes:
Green indicates net decrease in proposed residential dwelling units (DU) or commercial square footage (KSF) compared to proposed planning area's previously approved land use quantities.
Red indicates net increase in proposed residential dwelling units (DU) or commercial square footage (KSF) compared to proposed planning area's previously approved land use quantities.
*284 units were transferred to Village 8 West
CPF = Community Purpose Facility
Village 8 East
Project Information Form
Table 4 - Land Use and Trip Generation Tracking Sheet
Planning Area
Proposed Land Use Future Development Land Use ∆
Land Use Amount Unit
Type
Trip
Rate ADT Land Use Units Trip Rate ADT
R1 Multi-Family (6-20 DU/Acre) 154 DU 8/DU 1,232
R2 Multi-Family (6-20 DU/Acre) 163 DU 8/DU 1,304
R3 Multi-Family (6-20 DU/Acre) 162 DU 8/DU 1,296
R4 Multi-Family (6-20 DU/Acre) 147 DU 8/DU 1,176
R5 Multi-Family (6-20 DU/Acre) 155 DU 8/DU 1,240
R6 Multi-Family (6-20 DU/Acre) 143 DU 8/DU 1,144
R7 Multi-Family (6-20 DU/Acre) 226 DU 8/DU 1,808
R8 Multi-Family (6-20 DU/Acre) 176 DU 8/DU 1,408
R9 Multi-Family (6-20 DU/Acre) 196 DU 8/DU 1,568
R10 Multi-Family (6-20 DU/Acre) 142 DU 8/DU 1,136
S-1 Multi-Family (6-20 DU/Acre) 264 DU 8/DU 2,112
VC-1 Multi-Family (6-20 DU/Acre) 275 DU 8/DU 2,200
VC-2 Multi-Family (6-20 DU/Acre) 430 DU 8/DU 3,440
VC-3A
VC-3B
Multi-Family (6-20 DU/Acre) 161 DU 8/DU 1,288
Mixed Use: Commercial
(W/Supermarket)/Residential 10 KSF 110/KS
F 1,100
VC-4 Multi-Family (6-20 DU/Acre) 192 DU 8/DU 1,536
VC-5 Mixed Use: Commercial
(W/Supermarket)/Residential 10 KSF 110/KS
F 1,100
VC-6 Multi-Family (6-20 DU/Acre) 142 DU 8/DU 1,136
VC-7 Multi-Family (6-20 DU/Acre) 148 DU 8/DU 1,184
CPF-1 CPF 1.2 Acre 30/Acre 36
AR Community Park 22.6 Acre 50/Acre 1,130
P-1 (NP) Neighborhood Park 7.3 Acre 5/Acre 37
P-2 (CP) Community Park 43.3 Acre 50/Acre 2,165
Village 8 East
Project Information Form
ATTACHMENT A - Excerpts of 2014 TIS
TABLE 4.6
UNIVERSITY VILLAGES PROJECT TRIP GENERATION
YEAR 2030
Land Use Units Trip Rate Daily Trips AM Peak Hour PM Peak Hour
% Trips % Trips
Village 3 North
Single Family 1,002 DU 10 / DU 10,020 8 802
(240-in / 561-out) 10 1,002
(701-in / 301-out)
Multi-Family 595 DU 8 / DU 4,760 8 381
(76-in / 305-out) 10 476
(333-in / 143-out)
Mixed-Use
Commercial 20 KSF 110 / KSF 2,200 3 66
(40-in / 26-out) 9 198
(99-in / 99-out)
Office 16.1 AC 300 / AC 4,830 14 676
(609-in / 68-out) 13 628
(126-in / 502-out)
Light Industrial 23.1 AC 90 / AC 2,079 11 229
(206-in / 23-out) 12 249
(50-in / 200-out)
CPF 1.5 AC 30 / AC 45 5 2
(1-in / 1-out) 8 4
(2-in / 2-out)
Elementary
School 8.3 AC 90 / AC 747 32 239
(143-in / 96-out) 9 67
(27-in / 40-out)
Neighborhood
Park 7.8 AC 5 / AC 39 4 2
(1-in / 1-out) 8 3
(2-in / 2-out)
Village 3N by 2030 24,720 2,396
(1,316-in / 1,080-out) 2,627
(1,339-in / 1,288-out)
Village 4
Community
Park 17.8 AC 50 / AC 890 4 36
(18-in / 18-out) 8 71
(36-in / 36-out)
Village 4 by 2030 890 36
(18-in / 18-out) 71
(36-in / 36-out)
Village 8 East
Single Family 963 DU 10 / DU 9,630 8 770
(231-in / 539-out) 10 963
(674-in / 289-out)
Multi-Family 2,597 DU 8 / DU 20,776 8 1,662
(332-in / 1,330-out) 10 2,078
(1,454-in / 623-out)
Mixed-Use
Commercial 20 KSF 110 / KSF 2,200 3 66
(40-in / 26-out) 9 198
(99-in / 99-out)
CPF 4.2 AC 30 / AC 126 5 6
(4-in / 3-out) 8 10
(5-in / 5-out)
Elementary
School 10.8 AC 90 / AC 972 32 311
(187-in / 124-out) 9 87
(35-in / 52-out)
Neighborhood
Park 7.3 AC 5 / AC 37 4 1
(1-in / 1-out) 8 3
(1-in / 1-out)
Page 52
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
TABLE 4.6
UNIVERSITY VILLAGES PROJECT TRIP GENERATION
YEAR 2030
Land Use Units Trip Rate Daily Trips AM Peak Hour PM Peak Hour
% Trips % Trips
Community
Park 40.7 AC 50 / AC 2,035 4 81
(41-in / 41-out) 8 163
(81-in / 81-out)
Village 8E by 2030 35,776 2,899
(835-in / 2,064-out) 3,502
(2,350-in / 1,152-out)
Village 10
Single Family 691 DU 10 / DU 6,910 8 553
(166-in / 387-out) 10 691
(484-in / 207-out)
Multi-Family 1,049 DU 8 / DU 8,392 8 671
(134-in / 537-out) 10 839
(587-in / 252-out)
CPF 4.6 AC 30 / AC 138 5 7
(4-in / 3-out) 8 11
(6-in / 6-out)
Elementary
School 8.9 AC 90 / AC 801 32 256
(154-in / 103-out) 9 72
(29-in / 43-out)
Neighborhood
Park 7.1 AC 5 / AC 36 4 1
(1-in / 1-out) 8 3
(1-in / 1-out)
Village 10 by 2030 16,277 1,488
(458-in / 1,030-out) 1,616
(1,107-in / 509-out)
Total by 2030 77,663 6,819
(2,627-in / 4,192-out) 7,816
(4,831-in / 2,985-out)
Source: SANDAG Trip Generation Manual, Chen Ryan Associates; August 2014May 2013
As shown in Table 4.6, the proposed project would generate a total of 77,663 daily trips by the
Year 2030, including 6,819 AM peak hour trips and 7,816 PM peak hour trips. All of the proposed
land uses would be fully developed by Year 2030.
Project trips were disaggregated into those that would remain within the project site (internally
captured), and those that would leave the project site (external trips). Only external trips were
distributed and assigned to the study area roadways and intersections.
Each trip generation rate includes a number of trip purposes, generally categorized as home
based work (HBW), home based other (HBO, consists of shopping, school, recreation, etc.) and
non-home based (NHB) trips. For developments with mixed land uses, many of the trips
generated would have been served on-site. For example, shopping trips (a part of HBO) would
be satisfied by the commercial uses within the project site, as would school trips and recreational
trips. The same logic would apply to the trip production/attraction interactions between office
and commercial uses. It is a common practice, both nationwide and in the San Diego region, to
utilize trip reductions reflecting the internal capture of trips associated with mixed-use
Page 53
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
Village 8 East
Project Information Form
ATTACHMENT B - Site Plan Overlay
The purpose of this overlay map is to graphically depict how the adopted and proposed planning
areas/land uses correlate. The overlay boundaries do not precisely represent the proposed site plan
boundaries. Please see the Proposed Site Plan below for the proposed Village 8 East planning
areas/land uses boundaries.
Village 8 East
Project Information Form
Proposed Site Plan
Village 8 East
Project Information Form
ATTACHMENT C – Internal Roadway Cross Section,
NEV Network, Average Daily Traffic, and Internal
Street Sizing Memo
Village 8 East
Project Information Form
ADT & Street Cross Sections
Internal
Roadway
Segment Estimated
ADT
Recommended or Planned
Classification
LOS D
Threshold
LOS
Main Street West of La Palmita Drive 37,200 Prime Arterial (6-lane) 56,300 A
Main Street East of La Palmita Drive 35,680 Prime Arterial (6-lane) 56,300 A
La Media
Parkway West of La Palmita Drive 25,200 Major Street (4-lane) 33,800 B
La Media
Parkway East of La Palmita Drive 25,750 Major Street (4-lane) 33,800 B
Del Sueno
Drive
Between Savoria Parkway and Calle
Escuela 1,310 Residential Promenade (2-lane
w/ Median and Turn Lane) 13,500 A
La Palmita
Drive
Between Main Street and Savoria
Parkway 8,730 Secondary Village Entry (2-lane
w/ Median and Turn Lane) 13,500 A
La Palmita
Drive
Between Savoria Parkway and Calle
Escuella 6,610 Secondary Village Entry (2-lane
w/ Median and Turn Lane) 13,500 A
La Palmita
Drive
Between Calle Escuela and La Media
Parkway 7,030 Secondary Village Entry (2-lane
w/ Median and Turn Lane) 13,500 A
Delgado
Drive
south of La Media Parkway 6,350 Residential Promenade (2-lane
w/ Median and Turn Lane) 13,500 A
Savoria
Parkway
Between Del Sueno Drive and La
Palmita Drive 6,840 Secondary Village Entry (2-lane
w/ Median and Turn Lane) 13,500 A
Savoria
Parkway
Between La Palmita Drive and Via
Palermo 11,660 Secondary Village Entry (2-lane
w/ Median and Turn Lane) 13,500 C
Calle
Escuela
Between V8W/V8E Boundary and La
Palmita Drive 7,100 Residential Promenade (2-lane
w/ Median and Turn Lane) 13,500 A
Calle
Escuela
Between La Palmita Drive and Via
Palermo 6,970 Residential Promenade (2-lane
w/ Median and Turn Lane) 13,500 A
Village 8 East
Project Information Form
Village 8 East
Project Information Form
ADT & Street Cross Sections Comparison
Village 8 East
Project Information Form
Proposed Neighborhood Electric Vehicle Network
Village 8 East
Project Information Form
Bike & Ped Network
Project Site
^
. .
Figure 4-1: Priority Missing Sidewalks
'It o'to u:1•1••◄�it·
0 0.5 , 1Miles�
0 ,r
·----···y7 r-·1 r··----,r•-■-----■----
, -No SidewalkL ·---· t._.. t...J ! �1 i______ -Circulation Element, 4-Lane or 6-Lane Roadways
-\�� _
_
•_••_F_u_�_e _G_._�
__
a_u_�_n_El_e_=�n_t _R_m_d_-_y _s ____ �
78
Project Site
^
Figure 4-2: Pedestrian Route Types
\ 1 •
San Diego Bay
\ \
:'!": Si 1 MIies � ._I _ ____._ _ __,I "\
;===
QJ C
�--·--·---.l
-----------·
r••: r··-··-·1 r··-··-··-··-··-.I I � : 1,' ··-·· -.. , ! , __ _
. . 'It o'tou:1•1••◄�it·Pedestrian Route Types Additional Facilities-District
-Corridor
-Connector
-Multi-Use Path = Multi-Use Bridge
_ Propased = Multi-Use Bridge Mufti-Use Path (Future)
_ Other Pathway = Multi -Use Bridge(Under Construction)
85
Project Site
^
Village 8 East
Project Information Form
Internal Street Sizing Memorandum
3900 5th Avenue, Suite 310 San Diego, CA 92103 619-795-6086
www.CRAmobility.com
MEMORANDUM
TO: Jeff O’Connor, HomeFed Otay Land II, LLC
FROM: Phuong Nguyen, PE
DATE: November 12, 2023
RE: Village 8 East – Internal Street Sizing
This technical memorandum presents estimated daily traffic and level of service (LOS) along the Village
8 East (V8E) internal streets, traffic signal warrants within the village, as well as focused traffic
operational analysis at project access points. Recommendations are provided regarding the proper
classification designations for the internal streets, and traffic control and geometrics at key internal
intersections and project driveways.
Internal ADT Estimation
The City of Chula Vista Roadway Level of Service (CVLOS) standards were utilized to analyze the internal
roadway segment performance. The analysis of roadway segment Level of Service is based on the
daily capacity of the roadway (by LOS), compared to its existing or forecasted average daily traffic (ADT)
volume. It should be noted that non-mobility element roadway within Village 8 East follow the standards
in the Village 8 East Sectional Planning Area Plan (V8ESPA), while the V8ESPA does not have ADT or
LOS standards, for roadway sizing purposes, the CVLOS standards were used. For example, a
Secondary Village Entry with 1 lane in each direction and a median with turn lanes would have the
same roadway capacity and threshold as a Class II collector (2-lane roadway with turn lane). This
approach is consistent with those utilized in the University Villages Environmental Impact Report and
Traffic Impact Analysis 1. Moreover, while circulation element arterial and major roadways are required
to meet an operational goal of LOS C (or LOS D within Otay Ranch Villages per page 104 of the Otay
Ranch General Development Plan), there is no LOS requirement for internal village streets. The LOS
information provided for the internal village roadways in this document is purely for informational
purposes. Table 1 presents the City of Chula Vista and Otay Ranch segment capacity and Level of
Service standards for arterial roadways.
Table 1 - City of Chula Vista / Otay Ranch Segment Capacity And Level Of Service Standards On
Average Daily Traffic Volumes
City of Chula Vista
Functional Classification Otay Ranch Classification
Level of Service
A B C D E
Non-Mobility Element Roadway
Class II Collector
(2-lane w/ Raised Median
and Turn Pockets)
Secondary Village Entry or
Residential Promenade (2-lane
w/ Median and Turn Lane) 9,000 10,500 12,000 13,500 15,000
Mobility Element Roadway
Prime Arterial (6-lane) 37,500 43,800 50,000 56,300 62,500
Major Street (4-lane) 22,500 26,300 30,000 33,800 37,500
Source: City of Chula Vista
1 Chapter 12 of the University Villages TIA (UVTIA). An excerpt has been provided in Attachment A.
Page 2
Based upon buildout of the proposed project land uses and trip generation (as documented in the
Otay Ranch Village 8 East PIF by Chen Ryan Associates, September 20, 2023), ADT volumes were
estimated for the internal roadway segments within the V8E project site. Project trips were distributed
and assigned to the internal roadway system based on the location and characteristics of the proposed
land uses.
Internal roadway volumes for the proposed V8E were derived based on the following 3 steps:
1. Project Trip Generation by Subarea - The project site plan was divided into various subareas by
using major internal roadways as dividing lines. Trip generation estimates were then developed
for each subarea by applying the trip generation rates contained in SANDAG’s Guide to Vehicular
Traffic Generation Rates for the San Diego Region (SANDAG, April 2002) to the land uses in the
respective subarea.
2. Project Trip Distribution – project trips were distributed to the internal roadway network based
on the following:
a. External Distribution – The external project trip distribution was derived based on a
SANDAG Series 11 Select Zone assignment, as documented on Figure 4-1E of the
University Villages Traffic Impact Analysis (prepared by Chen Ryan Associates, Inc.,
dated November 2014), and is included in Attachment A. Note that the distribution of
external trips in Village 8 East in the UVTIA was based on a partial clover-leaf
interchange configuration (Highway Design Manual (HDM) Type L-9) at Main Street &
SR-125. However, the current design is a parallel street system interchange (HDM type
L-5) with freeway connections at Main Street & SR-125 and La Media Parkway & SR-
125. Therefore, manual adjustments were made to mirror the new interchange layout.
b. Internal Trip Capture - Since the project site contains a mix of land uses including
residential, commercial, schools, parks, etc. it can be assumed that some trips
generated by land uses within the project site will be attracted to other land uses within
the project site, i.e. internal trips. Table 4.8 of the University Villages Traffic Impact
Analysis documents the assumed percentages and number of internal project trips by
each land use type.
3. Project Trip Assignment – Project trips were assigned to the internal roadway system based on
the following:
a. External Trips – Trips from each subarea were assigned to the internal roadway
network based on the shortest path from the subarea access point to their ultimate
external destination point, as defined in step 2a.
b. Internal Trips – Based on the internal trip assumptions outlined in Step 2b, a certain
percentage of the trips generated within each subarea was assumed to have an
internal project destination within a corresponding subarea, based on land use mix.
These trips were assigned to the internal network based on the shortest path between
the access points of the two subareas.
Figure 1 displays the resulting internal roadway ADT for the proposed V8E development. Table 2
displays the recommended roadway classifications and resulting Level of Service for all key V8E
internal roadway segments. Copy of the internal/external trips distribution percentages is included as
Attachment B.
Page 3
Table 2 - V8E Internal Roadway Classification and Performance
Internal
Roadway Segment
Estimated
ADT
Recommended or Planned
Classification
LOS D
Threshold LOS
Main
Street West of La Palmita Drive 37,200 Prime Arterial (6-lane) 56,300 A
Main
Street East of La Palmita Drive 35,680 Prime Arterial (6-lane) 56,300 A
La
Media
Parkway
West of La Palmita Drive 25,200 Major Street (4-lane) 33,800 B
La
Media
Parkway
East of La Palmita Drive 25,750 Major Street (4-lane) 33,800 B
Del
Sueno
Drive
Between Savoria Parkway and Calle
Escuela 1,310
Residential Promenade (2-
lane w/ Median and Turn
Lane)
13,500 A
La
Palmita
Drive
Between Main Street and Savoria
Parkway 8,730
Secondary Village Entry (2-
lane w/ Median and Turn
Lane)
13,500 A
La
Palmita
Drive
Between Savoria Parkway and Calle
Escuella 6,610
Secondary Village Entry (2-
lane w/ Median and Turn
Lane)
13,500 A
La
Palmita
Drive
Between Calle Escuela and La Media
Parkway 7,030
Secondary Village Entry (2-
lane w/ Median and Turn
Lane)
13,500 A
Delgado
Drive south of La Media Parkway 6,350
Residential Promenade (2-
lane w/ Median and Turn
Lane)
13,500 A
Savoria
Parkway
Savoria
Parkway
Between Del Sueno Drive and La
Palmita Drive 6,840
Secondary Village Entry (2-
lane w/ Median and Turn
Lane)
13,500 A
Between La Palmita Drive and Via
Palermo 11,660
Secondary Village Entry (2-
lane w/ Median and Turn
Lane)
13,500 C
Calle
Escuela
Calle
Escuela
Between V8W/V8E Boundary and La
Palmita Drive 7,100
Residential Promenade (2-
lane w/ Median and Turn
Lane)
13,500 A
Between La Palmita Drive and Via
Palermo 6,970
Residential Promenade (2-
lane w/ Median and Turn
Lane)
13,500 A
As shown in the table, all of the analyzed internal roadway segments within V8E are projected to
operate at LOS C or better under full project buildout conditions with the recommended classification
designations.
Page 4
Figure 1 – Internal Roadway ADT & Cross Section
Attachment A - Excerpt from University Villages EIR
TABLE 2.5
CITY OF SAN DIEGO
ROADWAY SEGMENT DAILY CAPACITY AND LEVEL OF SERVICE STANDARDS
Roadway Functional Classification Level of Service
A B C D E
Expressway (6-lane) < 30,000 < 42,000 < 60,000 < 70,000 < 80,000
Prime Arterial (6-lane) < 25,000 < 35,000 < 50,000 < 55,000 < 60,000
Major Arterial (6-lane, divided) < 20,000 < 28,000 < 40,000 < 45,000 < 50,000
Major Arterial (4-lane, divided) < 15,000 < 21,000 < 30,000 < 35,000 < 40,000
Secondary Arterial / Collector (4-lane w/
center lane) < 10,000 < 14,000 < 20,000 < 25,000 < 30,000
Collector (4-lane w/o center lane)
< 5,000 < 7,000 < 10,000 < 13,000 < 15,000 Collector (2-lane w/ continuous left-turn
lane)
Collector (2-lane no fronting property) < 4,000 < 5,500 < 7,500 < 9,000 < 10,000
Collector (2-lane w/ commercial fronting) < 2,500 < 3,500 < 5,000 < 6,500 < 8,000 Collector (2-lane multi-family)
Sub-Collector (2-lane single-family) - - < 2,200 - -
Source: SANTEC/ITE Guidelines for Traffic Impact Studies in the San Diego Region
Note:
Bold numbers indicate the ADT thresholds for acceptable LOS.
2.4 Growth Management Program (GMP) Analysis
The City of Chula Vista’s Growth Management Program (GMP) requires an additional analysis of
roadway segment performance under near-term conditions (Years 0-4) utilizing the methodology
described in Chapter 17 (Urban Street Segment) of the HCM 2010. This methodology determines
roadway segment level of service based upon functional classification, roadway segment length
and travel speeds. Current information relating to roadway functional classifications, segment
lengths, and travel speeds are maintained by the City’s Growth Management Traffic Monitoring
Program.
The GMP level of service standard requires the maintenance of LOS C or better, or LOS D for no
more than any two (2) hours of the day. If LOS D occurs for any period greater than two (2) hours,
additional analyses may be required along the respective high volume segments based upon
direction provided by the City Engineer.
For planned arterial facilities that are not included in the current Traffic Monitoring Program, the
definition of segment length and facility classification will be based on direction provided by the
City Engineer.
Page 12
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
TABLE 4.10
UNIVERSITY VILLAGES INTERNAL AND EXTERNAL PROJECT TRIPS
YEAR 2030
Land Use Quantity
Total Trips Internal Trips External Trips
Daily AM Peak Hour PM Peak Hour % Internal Daily AM Peak Hour PM Peak Hour % External Daily AM Peak Hour PM Peak Hour
Village 3 North
Single Family 1,002
DU 10,020 802
(240-in / 561-out)
1,002
(701-in / 301-out) 10% 1,002 80
(24-in / 56-out)
100
(70-in / 30-out) 90% 9,018 721
(216-in / 505-out)
902
(631-in / 271-out)
Multi-Family 595 DU 4,760 381
(76-in / 305-out)
476
(333-in / 143-out) 10% 476 38
(8-in / 30-out)
48
(33-in / 14-out) 90% 4,284 343
(69-in / 274-out)
428
(300-in / 129-out)
Mixed-Use
Commercial 20 KSF 2,200 66
(40-in / 26-out)
198
(99-in / 99-out) 50% 1,100 33
(20-in / 13-out)
99
(50-in / 50-out) 50% 1,100 33
(20-in / 13-out)
99
(50-in / 50-out)
Office 16.1 AC 4,830 676
(609-in / 68-out)
628
(126-in / 502-out) 10% 483 68
(61-in / 7-out)
63
(13-in / 50-out) 90% 4,347 609
(548-in / 61-out)
565
(113-in / 452-out)
Light
Industrial 23.1 AC 2,079 229
(206-in / 23-out)
249
(50-in / 200-out) 10% 208 23
(21-in / 2-out)
25
(5-in / 20-out) 90% 1,871 206
(185-in / 21-out)
225
(45-in / 180-out)
CPF 1.5 AC 45 2
(1-in / 1-out)
4
(2-in / 2-out) 80% 36 2
(1-in / 1-out)
3
(1-in / 1-out) 20% 9 0
(0-in / 0-out)
1
(0-in / 0-out)
Elementary
School 8.3 AC 747 239
(143-in / 96-out)
67
(27-in / 40-out) 80% 598 191
(115-in / 76-out)
54
(22-in / 32-out) 20% 149 48
(29-in / 19-out)
13
(5-in / 8-out)
Neighborhood
Park 7.8 AC 39 2
(1-in / 1-out)
3
(2-in / 2-out) 80% 31 1
(1-in / 1-out)
2
(1-in / 1-out) 20% 8 0
(0-in / 0-out)
1
(0-in / 0-out)
V3N Total 24,720 2,396
(1,316-in/1,080-out)
2,627
(1,339-in/1,288-out) 3,934 436
(249-in / 187-out)
394
(195-in / 199-out) 20,786 1,960
(1,067-in/893-out)
2,234
(1,145-in/1,089-out)
Village 4
Community
Park 17.8 AC 890 36
(18-in / 18-out)
71
(36-in / 36-out) 0% 0 0
(0-in / 0-out)
0
(0-in / 0-out) 100% 890 36
(18-in / 18-out)
71
(36-in / 36-out)
V4 Total 890 36
(18-in / 18-out)
71
(36-in / 36-out) 0 0
(0-in / 0-out)
0
(0-in / 0-out) 890 36
(18-in / 18-out)
71
(36-in / 36-out)
Page 61
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
TABLE 4.10
UNIVERSITY VILLAGES INTERNAL AND EXTERNAL PROJECT TRIPS
YEAR 2030
Land Use Quantity
Total Trips Internal Trips External Trips
Daily AM Peak Hour PM Peak Hour % Internal Daily AM Peak Hour PM Peak Hour % External Daily AM Peak Hour PM Peak Hour
Village 8 East
Single Family 963 DU 9,630 770
(231-in / 539-out)
963
(674-in / 289-out) 10% 963 77
(23-in / 54-out)
96
(67-in / 29-out) 90% 8,667 693
(208-in / 485-out)
867
(607-in / 260-out)
Multi-Family 2,597
DU 20,776 1,662
(332-in / 1,330-out)
2,078
(1,454-in / 623-out) 10% 2,078 166
(33-in / 133-out)
208
(145-in / 62-out) 90% 18,698 1,496
(299-in /1,197-out)
1,870
(1,309-in / 561-out)
Mixed-Use
Commercial 20 KSF 2,200 66
(40-in / 26-out)
198
(99-in / 99-out) 50% 1,100 33
(20-in / 13-out)
99
(50-in / 50-out) 50% 1,100 33
(20-in / 13-out)
99
(50-in / 50-out)
CPF 4.2 AC 126 6
(4-in / 3-out)
10
(5-in / 5-out) 80% 101 5
(3-in / 2-out)
8
(4-in / 4-out) 20% 25 1
(1-in / 1-out)
2
(1-in / 1-out)
Elementary
School 10.8 AC 972 311
(187-in / 124-out)
87
(35-in / 52-out) 80% 778 249
(149-in / 100-out)
70
(28-in / 42-out) 20% 194 62
(37-in / 25-out)
17
(7-in / 10-out)
Neighborhood
Park 7.3 AC 37 1
(1-in / 1-out)
3
(1-in / 1-out) 80% 29 1
(1-in / 1-out)
2
(1-in / 1-out) 20% 7 0
(0-in / 0-out)
1
(0-in / 0-out)
Community
Park 40.7 AC 2,035 81
(41-in / 41-out)
163
(81-in / 81-out) 0% 0 0
(0-in / 0-out)
0
(0-in / 0-out) 100% 2,035 81
(41-in / 41-out)
163
(81-in / 81-out)
V8E Total 35,776 2,899
(835-in / 2,064-out)
3,502
(2,350-in/1,152-out) 5,048 531
(229-in / 302-out)
483
(296-in / 188-out) 30,727 2,367
(606-in/1,761-out)
3,018
(2,055-in / 964-out)
Village 10
Single Family 691 DU 6,910 553
(166-in / 387-out)
691
(484-in / 207-out) 10% 691 55
(17-in / 39-out)
69
(48-in / 21-out) 90% 6,219 498
(149-in / 349-out)
622
(435-in / 187-out)
Multi-Family 1,049
DU 8,392 671
(134-in / 537-out)
839
(587-in / 252-out) 10% 839 67
(13-in / 54-out)
84
(59-in / 25-out) 90% 7,553 604
(121-in / 483-out)
755
(529-in / 226-out)
CPF 4.6 AC 138 7
(4-in / 3-out)
11
(6-in / 6-out) 80% 110 6
(3-in / 2-out)
9
(4-in / 4-out) 20% 28 1
(1-in / 1-out)
2
(1-in / 1-out)
Page 62
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
TABLE 4.10
UNIVERSITY VILLAGES INTERNAL AND EXTERNAL PROJECT TRIPS
YEAR 2030
Land Use Quantity
Total Trips Internal Trips External Trips
Daily AM Peak Hour PM Peak Hour % Internal Daily AM Peak Hour PM Peak Hour % External Daily AM Peak Hour PM Peak Hour
Elementary
School 8.9 AC 801 256
(154-in / 103-out)
72
(29-in / 43-out) 80% 641 205
(123-in / 82-out)
58
(23-in / 35-out) 20% 160 51
(31-in / 21-out)
14
(6-in / 9-out)
Neighborhood
Park 7.1 AC 36 1
(1-in / 1-out)
3
(1-in / 1-out) 80% 28 1
(1-in / 1-out)
2
(1-in / 1-out) 20% 7 0
(0-in / 0-out)
1
(0-in / 0-out)
V10 Total 16,277 1,488
(458-in / 1,030-out)
1,616
(1,107-in / 509-out) 2,309 334
(157-in / 178-out)
222
(135-in / 86-out) 13,968 1,154
(301-in / 852-out)
1,394
(971-in / 423-out)
Total 77,663
6,819
(2,627-in / 4,192-out)
7,816
(4,831-in / 2,985-out)
11,291 1,301
(635-in / 667-out)
1,099
(626-in / 473-out) 66,372
5,517
(1,992-in / 3,525-out)
6,717
(4,205-in / 2,512-out)
Source: SANDAG Trip Generation Manual, Chen Ryan Associates; August 2014May 2013
Page 63
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
12.0 Site Access and On-Site Circulation
This chapter presents an assessment of transportation facilities providing access to the proposed
project. It also recommends functional classifications for all roadways internal to the project.
12.1 Site Access
The University Villages project is located in the southeastern portion of the City of Chula Vista.
The proposed project is comprised of Otay Ranch Village 3 North, a portion of Village 4, Village 8
East, and Village 10.
Village 3 North
Site access to Village 3 North is proposed via three (3) driveways, each accessing Heritage Road.
Each of the three project driveways would be signalized, based on signal warrants, and would
operate at LOS D or better during the peak hour with full development of the project.
Additionally, these 3 driveways would meet the minimum number of access requirement for
Village 3 North.
Village 4
Site access to the JPB portion of Village 4 is proposed via La Media Road to form a four- legged
intersection with Santa Luna Street. Based on signal warrants, the project driveway would be
signalized and would operate at LOS D or better during the peak hours with full development of
the project.
Village 8 East
Site access to Village 8 East and the community park is proposed via seven (7) driveways: four
accessing Main Street; three accessing Otay Valley Road, including the proposed community park
driveway. The intersection of Santa Marisol/Main Street and Santa Marisol/Otay Valley Road
would be signalized, based on signal warrants, while the other driveways would be stop
controlled right-turn in/out only. All of the driveways to Village 8 East would operate at LOS D or
better during the peak hour with full development of the project. Additionally, these six (6)
driveways would meet the minimum point of access
Village 10
Site access to Village 10 is proposed via four (4) driveways including three accessing Discovery
Falls Drive and one accessing Otay Valley Road. Each of the four driveways would be signalized,
based on signal warrants, and would operate at LOS D or better during the peak hour with full
development of the project.
Page 264
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
12.2 On-Site Circulation
Based upon buildout of the proposed project land uses and trip generation as shown in Chapter
4.0, ADT volumes were estimated for the internal roadway segments within Villages 3 North, 8
East and 10; the project’s portion of Village 4 is limited to a community park and, as such, ADT
volumes were not estimated. Project trips were distributed and assigned to the internal roadway
system based on the location and characteristics of the proposed land uses. Figures 12-1 through
12-3 display the resulting internal roadway ADTs for Villages 3N, 8E and 10, respectively.
Village 3 North
Table 12.1 displays recommended roadway classifications and resulting Level of Service for the
Village 3 North internal roadway segments. LOS D is considered acceptable for internal roadways
within Otay Ranch.
TABLE 12.1
VILLAGE 3 NORTH INTERNAL ROADWAY SEGMENT PERFORMANCE
Internal
Roadway Segment Estimated
ADT
Recommended
Classification
LOS D
Threshold LOS
Tributary
Street
from Santa Macheto to Santa
Picacho 4,100 Residential Promenade
Street (2-lane) 8,400 A
Tributary
Street
from Santa Picacho to Avenida
Sierra 3,900 Residential Promenade
Street (2-lane) 8,400 A
Tributary
Street
from Avenida Sierra to Santa
Maya 3,500 Residential Promenade
Street (2-lane) 8,400 A
Tributary
Street from West of Santa Maya 1,300 Residential Promenade
Street (2-lane) 8,400 A
Santa Maya from Heritage Road to Tributary
Street 5,900 Secondary Village Entry
with Median (3-lane) 13,500 A
Santa Maya from Tributary Street to Sunland
Street 2,400 Residential Promenade
Street (2-lane) 8,400 A
Avenida
Sierra
from Tributary Street to Calle
Swansea 2,000 Parkway Residential (2-
lane) 8,400 A
Calle
Swansea
from Santa Picacho to Avenida
Sierra 300 Residential Promenade
Street (2-lane) 8,400 A
Santa
Picacho
from Heritage Road to Tributary
Street 6,600 Secondary Village Entry
with Median (3-lane) 13,500 A
Santa
Picacho
from Tributary Street to Calle
Swansea 2,200 Secondary Village Entry
with Median (3-lane) 13,500 A
Promontory
Street
from Santa Macheto to Santa
Picacho 800 Residential Promenade
Street (2-lane) 8,400 A
Santa
Macheto
from Heritage Road to Tributary
Street 8,200 Secondary Village Entry
with Median (3-lane) 13,500 A
Page 265
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
TABLE 12.1
VILLAGE 3 NORTH INTERNAL ROADWAY SEGMENT PERFORMANCE
Internal
Roadway Segment Estimated
ADT
Recommended
Classification
LOS D
Threshold LOS
Santa
Macheto
from Tributary Street to
Promontory Street 2,600 Secondary Village Entry
with Median (3-lane) 13,500 A
Source: Chen Ryan Associates; August 2014May 2014
As shown in the table, all of the analyzed internal roadway segments within Village 3 North would
operate at acceptable LOS A under buildout conditions with the recommended roadway
classifications.
Village 8 East
Table 12.2 displays recommended roadway classifications and resulting Level of Service for the
Village 8 East internal roadway segments. LOS D is considered acceptable for internal roadways
within Otay Ranch.
TABLE 12.2
VILLAGE 8 EAST INTERNAL ROADWAY SEGMENT PERFORMANCE
Internal Roadway Segment Estimated ADT Recommended Classification LOS D Threshold LOS
Santa
Marisol
from Main Street to Caraway
Street 19,300 Secondary Village Entry w/
Median (4-Lane) 24,800 B
Santa
Marisol
from Caraway Street to Safflower
Street 8,700 Secondary Village Entry w/
Median (4-Lane) 24,800 A
Santa
Marisol
from Safflower Street to Otay
Valley Road 7,800 Secondary Village Entry w/
Median (4-Lane) 24,800 A
Santa
Marisol from South of Otay Valley Road 3,000 Secondary Village Entry
with Median (3-lane) 13,500 A
Santa Tipu from Main Street to Caraway
Street 1,900 Residential Promenade
Street (2-lane) 8,400 A
Santa Tipu from Caraway Street to Safflower
Street 3.800 Residential Promenade
Street (2-lane) 8,400 A
Caraway
Street Santa Marisol 6,400 Residential Promenade
Street (2-lane) 8,400 B
Caraway
Street from Santa Marisol to Santa Tipu 5,100 Residential Promenade
Street (2-lane) 8,400 A
Cascabel
Street East of Santa Marisol 2,400 Residential Promenade
Street (2-lane) 8,400 A
Safflower
Street West of Santa Tipu 700 Residential Promenade
Street (2-lane) 8,400 A
Safflower
Street from Santa Tipu to Santa Marisol 2,600 Residential Promenade
Street (2-lane) 8,400 A
Page 266
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
TABLE 12.2
VILLAGE 8 EAST INTERNAL ROADWAY SEGMENT PERFORMANCE
Internal
Roadway Segment Estimated
ADT
Recommended
Classification
LOS D
Threshold LOS
Community
Park
Driveway
South of Otay Valley Road 2,200 Community Park Entry
Street (2-lane) 8,400 A
Source: Chen Ryan Associates; August 2014May 2014
As shown in the table, all of the analyzed internal roadway segments within Village 8 East would
operate at acceptable LOS B or better under buildout conditions with the recommended roadway
classifications.
Village 10
Table 12.3 displays recommended roadway classifications and resulting Level of Service for the
Village 10 internal roadway segments. LOS D is considered acceptable for internal roadways
within Otay Ranch.
TABLE 12.3
VILLAGE 10 INTERNAL ROADWAY SEGMENT PERFORMANCE
Internal Roadway Segment Estimated ADT Recommended Classification LOS D Threshold LOS
Otay Valley
Road
from Santa Davis to University
Drive 1,100 Residential Promenade
Street (2-lane) 8,400 A
Otay Valley
Road
from University Drive to Santa
Julliard 3,400 Secondary Village Entry
with Median (3-lane) 13,500 A
Otay Valley
Road West of Santa Julliard 3,000 Secondary Village Entry
with Median (3-lane) 13,500 A
Santa
Julliard South of Discovery Falls Drive 1,200 Residential Promenade
Street (2-lane) 8,400 A
Santa
Julliard South of Otay Valley Road 1,300 Residential Promenade
Street (2-lane) 8,400 A
University
Drive South of Discovery Falls Drive 5,500 Residential Promenade
Street (2-lane) 8,400 A
University
Drive South of Otay Valley Road 1,500 Residential Promenade
Street (2-lane) 8,400 A
Santa Davis South of Discovery Falls Drive 6,400 Residential Promenade
Street (2-lane) 8,400 B
Source: Chen Ryan Associates; August 2014May 2014
As shown, all of the analyzed internal roadway segments within Village 10 would operate at
acceptable LOS B or better under buildout conditions with the recommended roadway
classifications.
Page 267
University Villages TIA,
Otay Ranch Villages 3 North, 8 East and 10
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Figure 4-1E.3
Villa ge 8 East Pr oject Trip D istribution - Year 2030 Network
Study Intersec tion
Plan ned Future Roadway
Percent of Project TrafficX%
!X
Leg end
3
%
ENERGY WY
V I L L A G E 9
S T R E E T "I"
V I L L A G E 4 D W Y
VILLA
G
E 9
STREET "B"
15%
1%
3%
1%
It is estimated that 50% of the trips from the Project will go west,
while 23% will go east from the project location using either
Main Street or La Media Parkway. Additionally, 3% will go north
and 24% south via SR-125. Vehicles will opt for the nearest and
most convenient route to reach their starting or end point.
Manual Adjustment to account for new freeway configuration.
2
4
%
S
o
u
t
h
b
o
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n
d
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o
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50% Westbound 23%
E
a
s
t
b
o
u
n
d
Attachment B – Internal/External Trips Distribution and Assignment
Trips Distribution and Assignment Summary
Del Sueno Drive Frontage Road TBD CPDRW
Parcel Select (for QC) ADT MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
RESIDENTIAL
R-1 & R2 ADT 254 0% 0% 0% 0% 25% 25% 0% 0% 100% 50% 0% 0% 0% 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
VC-1 R-3 & R4 ADT 247 0% 0% 0% 0% 0% 50% 0% 0% 50% 25% 25% 0% 100% 25% 0% 0% 0% 0% 0% 25% 0% 0% 0% 0% 0% 0%
R5 & R6 ADT 238 0% 0% 0% 0% 25% 50% 0% 25% 25% 25% 25% 0% 25% 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
R7 ADT 181 0% 0% 0% 0% 0% 40% 75% 100% 10% 30% 25% 0% 25% 10% 0% 0% 25% 0% 0% 25% 25% 0% 0% 0% 0% 0%
Main Street R8 ADT 141 0% 0% 0% 0% 0% 40% 75% 100% 10% 30% 25% 0% 25% 10% 0% 0% 25% 0% 0% 25% 25% 0% 0% 0% 0% 0%
R9 ADT 157 0% 0% 0% 0% 0% 40% 75% 100% 10% 30% 25% 0% 25% 10% 0% 0% 25% 0% 0% 25% 25% 0% 0% 0% 0% 0%
R10 ADT 114 0% 0% 0% 0% 0% 40% 75% 100% 10% 30% 25% 0% 25% 10% 0% 0% 25% 0% 0% 25% 25% 0% 0% 0% 0% 0%
VC-1 ADT 220 0% 0% 0% 0% 75% 10% 0% 0% 35% 45% 25% 0% 0% 20% 0% 0% 0% 0% 25% 10% 0% 0% 0% 0% 0% 0%
VC-2 ADT 344 0% 0% 0% 0% 25% 25% 0% 0% 50% 100% 25% 0% 0% 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
VC-3 ADT 129 0% 0% 0% 0% 25% 25% 0% 0% 50% 100% 25% 0% 0% 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
VC-4 ADT 154 0% 0% 0% 0% 25% 50% 0% 0% 25% 50% 25% 0% 25% 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
P-1 VC-6 & VC-7 ADT 232 0% 0% 0% 0% 25% 75% 0% 0% 25% 25% 25% 0% 25% 50% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
COMMERCIAL
VC-1C ADT - 0% 0% 100% 0% 75% 0% 0% 0% 50% 25% 0% 0% 0% 0% 0% 0% 0% 0% 25% 0% 0% 0% 0% 0% 0% 0%
VC-2C ADT - 0% 0% 0% 0% 0% 75% 25% 25% 25% 100% 0% 0% 25% 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
VC-3BC ADT 550 0% 0% 0% 0% 0% 75% 25% 25% 25% 100% 0% 0% 25% 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
VC-5C ADT 550 0% 0% 10% 0% 0% 75% 25% 25% 25% 100% 0% 0% 25% 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
OTHER
CPF-1 ADT 18 0% 0% 0% 0% 0% 50% 75% 100% 10% 10% 0% 0% 10% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Otay Valley Road PARKS
P-1 (NP) ADT 29 0% 0% 10% 0% 10% 100% 40% 40% 10% 10% 0% 0% 10% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
P-2 (CP) ADT - 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 100%
SCHOOL
S-1 ADT 211 0% 0% 10% 0% 10% 50% 40% 40% 70% 10% 30% 0% 30% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Total 3,769 - - 80 - 530 1,910 830 1,050 1,340 2,260 610 - 900 1,070 - - 150 - 60 240 150 - - - - -
Del Sueno Drive Frontage Road TBD CPDRW
Parcel ADT MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
RESIDENTIAL
R-1 & R2 ADT 2,282 50% 50% 26% 25% 76% 12% 12% 0% 100% 12% 0% 0% 0% 0% 0% 0% 12% 12% 0% 12% 12% 0% 0% 3% 24% 0%
R-3 & R4 ADT 2,225 0% 0% 12% 12% 12% 12% 74% 0% 0% 0% 0% 5% 100% 9% 45% 45% 29% 25% 2% 2% 8% 2% 2% 3% 24% 0%
R5 & R6 ADT 2,146 20% 20% 8% 14% 28% 28% 49% 0% 0% 0% 0% 5% 5% 100% 25% 25% 24% 25% 6% 6% 13% 2% 2% 3% 24% 0%
R7 ADT 1,627 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 50% 50% 50% 37% 2% 2% 2% 2% 2% 3% 24% 0%
R8 ADT 1,267 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 50% 50% 50% 37% 2% 2% 2% 2% 2% 3% 24% 0%
R9 ADT 1,411 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 50% 50% 50% 37% 2% 2% 2% 2% 2% 3% 24% 0%
R10 ADT 1,022 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 50% 50% 50% 37% 2% 2% 2% 2% 2% 3% 24% 0%
VC-1 ADT
1,980 50% 50% 100% 37% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 12% 12% 12% 12% 12% 3% 24% 0%
VC-2 ADT 3,096 50% 50% 22% 31% 72% 12% 12% 0% 0% 100% 0% 0% 0% 0% 0% 0% 12% 0% 11% 6% 6% 6% 6% 3% 24% 0%
VC-3 ADT 1,159 50% 50% 22% 31% 72% 12% 12% 0% 0% 100% 0% 0% 0% 0% 0% 0% 12% 0% 11% 6% 6% 6% 6% 3% 24% 0%
VC-4 ADT 1,382 25% 25% 14% 20% 38% 31% 31% 0% 0% 57% 0% 5% 5% 24% 20% 20% 11% 11% 8% 8% 18% 6% 6% 3% 24% 0%
VC-6 & VC-7 ADT 2,088 20% 20% 8% 14% 28% 50% 49% 0% 0% 0% 0% 5% 5% 61% 25% 25% 18% 23% 8% 8% 11% 0% 0% 3% 24% 0%
VC-1 COMMERCIAL
VC-1C ADT - 50% 50% 100% 37% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 12% 12% 12% 12% 12% 3% 24% 0%
VC-2C ADT - 50% 50% 22% 31% 72% 12% 12% 0% 0% 57% 0% 0% 0% 0% 0% 0% 12% 0% 11% 6% 6% 6% 6% 3% 24% 0%
VC-3BC ADT 550 50% 50% 22% 31% 72% 12% 12% 0% 0% 100% 0% 0% 0% 0% 0% 0% 12% 0% 10% 6% 6% 6% 6% 3% 24% 0%
VC-5C ADT 550 50% 50% 22% 31% 72% 12% 12% 0% 0% 100% 0% 0% 0% 0% 0% 0% 12% 0% 10% 6% 6% 6% 6% 3% 24% 0%
OTHER
CPF-1 ADT 18 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 50% 50% 50% 37% 2% 2% 2% 2% 2% 3% 24% 0%
PARKS
P-1 (NP) ADT 7 20% 20% 15% 14% 35% 85% 49% 0% 10% 0% 5% 5% 0% 0% 25% 25% 35% 23% 0% 0% 0% 0% 0% 3% 24% 0%
P-2 (CP) ADT 2,165 25% 25% 25% 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 50% 50% 50% 50% 2% 2% 2% 2% 2% 3% 24% 100%
P-1 SCHOOL
S-1 ADT 1,901 20% 20% 15% 14% 35% 22% 60% 0% 65% 0% 37% 5% 38% 0% 25% 25% 35% 23% 0% 0% 0% 0% 0% 3% 24% 0%
26,900 6,900 6,900 5,300 4,800 8,200 3,700 6,200 5,300 3,500 6,400 700 500 3,200 3,900 6,600 6,600 7,000 5,400 1,300 1,400 1,900 800 800 800 6,500 2,200
Del Sueno Drive Frontage Road TBD CPDRW
ADT MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Total 30,669 37,200 37,200 35,680 35,100 8,730 6,610 7,030 6,350 6,840 11,660 1,310 3,500 7,100 6,970 25,200 25,200 25,750 24,000 18,460 18,740 19,150 800 800 800 6,500 2,200
30300 30300 30300 30300 1000 2000 3000 3000 3000 2000 18600 18600 18600 18600 17100 17100 17100
6,900 6,900 5,380 4,800 8,730 5,610 7,030 6,350 4,840 8,660 1,310 500 4,100 4,970 6,600 6,600 7,150 5,400 1,360 1,640 2,050 800 800 800 6,500 2,200
6,900 5,380 6,600 7,150 800 800 800 6,500 2,200
From V8E Series 11 Model ADT 46600 39200 19000 27700
Subtract from Select Zone 16316 8958 446 9135
Total without Project 30300 30300 18600 18600
LP
D
4
SR-125
SR
2
Via Palermo
Ambient Traffic - from other villages
Internal and External
Main St La Palmita Drive Savoria Parkway Otay Valley RoadCalle Escuela
Project Only
Project External Assignment Check
MS4
SR
1
6
5
0
0
R-7, R-8, R-9, R-10
LP
D
2
LP
D
3
FR
5
VP
3
R-5 & R-6
OVR4
FR
4
VP
1
VP
2
SP1 SP2
CPF1
6,
3
5
0
6,840
7,100
11,660
OVR1 OVR2 OVR3
VC-2 VC-3
LP
D
1
R-3 & R-4
DS
D
VC-4 & VC-5
R-1 & R-2
S-1
VC-6 & VC-7
CE1 CE2CE0
MS1 MS2 MS3
to/from V8W
35,680
1,
3
1
0
VC-4 & VC-5
S-1
VC-6 & VC-7
25,200 25,200 25,750
3500
SR-125
Internal
Main St La Palmita Drive Savoria Parkway Otay Valley Road SR-125
Main St La Palmita Drive Savoria Parkway Otay Valley Road
Via Palermo
External
Via Palermo
Calle Escuela
Calle Escuela
22
0
0
CPF1
CP
D
R
W
80
0
80
0
80
0
24,000
35,100
8,
7
3
0
18
,
4
6
0
R-1 & R-2 VC-3VC-2
19
,
1
5
0
R-3 & R-4 R-5 & R-6
18
,
7
4
0
6,970
6,
6
1
0
7,
0
3
0
R-7, R-8, R-9, R-10
37,200 37,200
Parcels Trips Distribution and Assignment
Column ID 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
Site Selection VC-1 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 75.0% 10.0% 0.0% 0.0% 35.0% 45.0% 25.0% 0.0% 0.0% 20.0% 0.0% 0.0% 0.0% 0.0% 25.0% 10.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 50.0% 50.0% 100.0% 36.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 12.0% 12.0% 12.0% 12.0% 12.0% 3.0% 24.0% 0.0%
Internal ADT 220 4 0 0 0 0 170 20 0 0 80 100 60 0 0 40 0000602000000 0
External ADT 1980 5 990 990 1980 720 0000000000000024024024024024060480 0
TOTAL 2200 990 990 1980 720 170 20 0 0 80 100 60 0 0 40 000030026024024024060480 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL DISTRIBUTION EXTERNAL DISTRIBUTION
VC-6 &
VC-7
0.
0
%
12
.
0
%
12
.
0
%
0.0% 0.0% 0.0%
12
.
0
%
R-1 & R-2 VC-2 VC-3
0.0% 0.0%
VC-4 &
VC-5
12
.
0
%
S-1
0.
0
%
R-7, R-8, R-9, R-10
3.
0
%
50.0% 50.0% 100.0% 36.5%
0.
0
%
0.0% 0.0% 0.0%
0.
0
%
R-7, R-8, R-9, R-10
24
.
0
%
0.0% 0.0% 0.0%
0.
0
%
12
.
0
%
R-3 & R-4 R-5 & R-6
0.
0
%
0.
0
%
20.0%
0.
0
%
0.
0
%
0.0% 0.0% 0.0% 0.0%
0.
0
%
R-1 & R-2 VC-2 VC-3
35.0% 45.0%
VC-4 &
VC-5
10
.
0
%
S-1
VC-6 &
VC-7
75
.
0
%
25
.
0
%
0.
0
%
0.0% 0.0%
R-3 & R-4 R-5 & R-6
25
.
0
%
10
.
0
%
SITE: VC-1 SITE: VC-1
0.
0
%
0.
0
%
CPF1 CPF1
0.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL ADT EXTERNAL ADT
00 0
0
R-7, R-8, R-9, R-10
0
60
990 990 1,980 720
0 24
0
24
0
R-1 & R-2 VC-2 VC-3
24
0
0
00 0 0
0
R-1 & R-2 VC-2 VC-3
80 100
VC-4 &
VC-5
20S-1
VC-6 &
VC-7
17
0
00 0
0 24
0
48
0
00
R-3 & R-4 R-5 & R-6
0 0
VC-4 &
VC-5
24
0S-1
VC-6 &
VC-7
0
R-7, R-8, R-9, R-10
0
CPF1 CPF1
60
0
00 40
0 0R-3 & R-4 R-5 & R-6
60 20
00 0
SITE: VC-1 SITE: VC-1
0
Site Selection R-1 & R2 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 100.0% 50.0% 0.0% 0.0% 0.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 50.0% 50.0% 26.0% 24.5% 76.0% 12.0% 12.0% 0.0% 100.0% 12.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 12.0% 12.0% 0.0% 12.0% 12.0% 0.0% 0.0% 3.0% 24.0% 0.0%
Internal ADT 254 4 0 0 0 0 60 60 0 0 250 130 0 0 0 60 00000000000 0
External ADT 2282 5 1140 1140 590 560 1730 270 270 0 2280 270 0 0 0 0 0 0 270 270 0 270 270 0 0 70 550 0
TOTAL 2536 1140 1140 590 560 1790 330 270 0 2530 400 0 0 0 60 0 0 270 270 0 270 270 0 0 70 550 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
VC-6 &
VC-7
VC-6 &
VC-7
0.0% 0.0% 0.0% 0.0%50.0% 50.0% 26.0% 24.5%
0.
0
%
S-1
0.0% 0.0%
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: R-1 & R2 SITE: R-1 & R2
25
.
0
%
0.
0
%
0.
0
%
76
.
0
%
0.
0
%
0.
0
%
S-1
0.
0
%
0.
0
%
25.0%0.0% 0.0% 0.0%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
100.0% 50.0%100.0% 12.0%
25
.
0
%
VC-4 &
VC-5
0.
0
%
0.
0
%
12
.
0
%
VC-4 &
VC-5
12
.
0
%
0.0% 0.0% 0.0%0.0% 0.0% 12.0%
0.
0
%
0.
0
%
12
.
0
%
12
.
0
%
0.
0
%
0.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
27
0R-3 & R-4
0
00 60 00 0
R-5 & R-6
VC-6 &
VC-7
VC-6 &
VC-7
0
INTERNAL ADT
0
EXTERNAL ADT
70
SITE: R-1 & R2 SITE: R-1 & R2
000 1,140 1,140 590 560
60 0
0
1,
7
3
0
0
0 27
0
VC-4 &
VC-5
27
0S-1 S-1
0
0
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
250 130 2,280 270
0 60
VC-4 &
VC-5
0
R-3 & R-4 R-5 & R-6
00 0 0 0 270
0 0 27
0
0 0 0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 55
0
Site Selection VC-2 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 50.0% 100.0% 25.0% 0.0% 0.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%0.0%
External Percentage 3 50.0% 50.0% 21.5% 30.5% 71.5% 12.0% 12.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 12.0% 0.0% 10.5% 6.0% 6.0% 6.0% 6.0% 3.0%24.0% 0.0%
Internal ADT 344 4 0 0 0 0 90 90 0 0 170 340 90 0 0 90 00000000000 0
External ADT 3096 5 1550 1550 670 940 2210 370 370 0 0 3100 0 0 0 0 0 0 370 0 330 190 190 190 190 90 740 0
TOTAL 3440 1550 1550 670 940 2300 460 370 0 170 3440 90 0 0 90 0 0 370 0 330 190 190 190 190 90 740 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
0.0% 0.0%
0.
0
%
0.
0
%
12
.
0
%
6.
0
%
VC-3
25.0%0.0% 0.0% 0.0%
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: VC-2 SITE: VC-2
0.0% 0.0% 0.0% 0.0%50.0% 50.0% 21.5% 30.5%
25
.
0
%
0.
0
%
0.
0
%
71
.
5
%
10
.
5
%
6.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2
50.0% 100.0%0.0% 100.0%
25
.
0
%
25
.
0
%
VC-4 &
VC-5
0.
0
%
0.
0
%
12
.
0
%
VC-4 &
VC-5
6.
0
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
6.
0
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 0.0%0.0% 0.0% 12.0%
0.
0
%
0.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
19
0
19
0
0
0
19
0
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
0
VC-6 &
VC-7
00 90 00
INTERNAL ADT
0
EXTERNAL ADT
90
SITE: VC-2 SITE: VC-2
00 0 0 1,550 1,550 670 940
90 0
0
2,
2
1
0
33
0
170 340 0 3,100
90 90
VC-4 &
VC-5
0 0 37
0
VC-4 &
VC-5
S-1 S-1
VC-6 &
VC-7
0 37
0
19
0R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 0 0 0 370
0 0 0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 74
0
Site Selection VC-3 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 50.0% 100.0% 25.0% 0.0% 0.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%0.0%
External Percentage 3 50.0% 50.0% 21.5% 30.5% 71.5% 12.0% 12.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 12.0% 0.0% 10.5% 6.0% 6.0% 6.0% 6.0% 3.0%24.0% 0.0%
Internal ADT 129 4 0 0 0 0 30 30 0 0 60 130 30 0 0 30 00000000000 0
External ADT 1159 5 580 580 250 350 830 140 140 0 0 1160 0 0 0 0 0 0 140 0 120 70 70 70 70 30 280 0
TOTAL 1288 580 580 250 350 860 170 140 0 60 1290 30 0 0 30 0 0 140 0 120 70 70 70 70 30 280 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
R-5 & R-6R-3 & R-4 R-3 & R-4R-5 & R-6
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: VC-3 SITE: VC-3
0.0% 0.0% 0.0% 0.0%50.0% 50.0% 21.5% 30.5%
25
.
0
%
0.
0
%
0.
0
%
71
.
5
%
10
.
5
%
6.
0
%
25
.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
50.0% 100.0%0.0% 100.0%
25
.
0
%
VC-4 &
VC-5
0.
0
%
0.
0
%
12
.
0
%
VC-4 &
VC-5
6.
0
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
6.
0
%
0.0% 0.0% 25.0%0.0% 0.0% 0.0%
0.
0
%
0.
0
%
12
.
0
%
6.
0
%
0.0% 0.0% 0.0%0.0% 0.0% 12.0%
0.
0
%
0.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
R-5 & R-6R-5 & R-6R-3 & R-4 R-3 & R-4
INTERNAL ADT
0
EXTERNAL ADT
30
SITE: VC-3 SITE: VC-3
00 0 0 580 580 250 350
30 0
0
83
0
12
0
0 14
0
VC-4 &
VC-5
70
70
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
60 130 0 1,160
30 30
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
70
00 30 00 0
0 0 14
0
70
00 0 0 0 140
0 0 0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 28
0
Site Selection VC-3BC MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 0.0% 75.0% 25.0% 25.0% 25.0% 100.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 50.0% 50.0% 21.5% 30.5% 71.5% 12.0% 12.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 12.0% 0.0% 10.0% 6.0% 6.0% 6.0% 6.0% 3.0%24.0% 0.0%
Internal ADT 550 4 0 0 0 0 0 410 140 140 140 550 0 0 140 140 00000000000 0
External ADT 550 5 280 280 120 170 390 70 70 0 0 550 0 0 0 0 0 0 70 0 60 30 30 30 30 20 130 0
TOTAL 1100 280 280 120 170 390 480 210 140 140 1100 0 0 140 140 0 0 70 0 60 30 30 30 30 20 130 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road0.0% 0.0%0.0% 12.0%
75
.
0
%
0.
0
%
12
.
0
%
6.
0
%
25.0% 25.0%
25.0% 100.0%0.0% 100.0%
25
.
0
%
0.
0
%
25
.
0
%
0.
0
%
0.0% 0.0%
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: VC-3BC SITE: VC-3BC
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
0.0% 0.0% 0.0% 0.0%50.0% 50.0% 21.5% 30.5%
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
6.
0
%
0.
0
%
0.
0
%
0.
0
%
71
.
5
%
10
.
0
%
6.
0
%
12
.
0
%
6.
0
%
0.0%0.0%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0%0.0%
0.
0
%
VC-4 &
VC-5
0.
0
%
VC-4 &
VC-5
S-1 S-1
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
70 30
3
0
0 550
41
0
140 550
0
0
0 070
140 140 00
0 70
14
0
INTERNAL ADT
0
EXTERNAL ADT
20
SITE: VC-3BC SITE:
60
30
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
VC-3BC
00 0 0 280 280 120 170
S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
0 0
0
39
0
14
0 0
30
0 0
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0 0
0
VC-4 &
VC-5
0
VC-4 &
VC-5
S-1
0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 13
0
Site Selection S-1 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 10.0% 0.0% 10.0% 50.0% 40.0% 40.0% 70.0% 10.0% 30.0% 0.0% 30.0% 20.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 20.0% 20.0% 15.0% 13.5% 35.0% 22.0% 60.0% 0.0% 65.0% 0.0% 37.0% 5.0% 38.0% 0.0% 25.0% 25.0% 35.0% 23.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3.0% 24.0% 0.0%
Internal ADT 211 4 0 0 20 0 20 110 80 80 150 20 60 0 60 40 00000000000 0
External ADT 1901 5 380 380 290 260 670 420 1140 0 1240 0 700 100 720 0 480 480 670 440 0 0 0 0 0 60 460 0
TOTAL 2112 380 380 310 260 690 530 1220 80 1390 20 760 100 780 40 480 480 670 440 0 0 0 0 0 60 460 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
R-5 & R-6R-5 & R-6R-3 & R-4 R-3 & R-4
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: S-1 SITE: S-1
0.0% 0.0% 10.0% 0.0%20.0% 20.0% 15.0% 13.5%
10
.
0
%
0.
0
%
0.
0
%
35
.
0
%
0.
0
%
0.
0
%
30
.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
70.0% 10.0%65.0% 0.0%
50
.
0
%
VC-4 &
VC-5
0.
0
%
37
.
0
%
22
.
0
%
VC-4 &
VC-5
0.
0
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
0.
0
%
0.0% 30.0% 20.0%5.0% 38.0% 0.0%
40
.
0
%
0.
0
%
60
.
0
%
0.
0
%
0.0% 0.0% 0.0%25.0% 25.0% 35.0%
0.
0
%
40
.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
R-5 & R-6R-3 & R-4 R-3 & R-4
CPF1 CPF1
R-5 & R-6
INTERNAL ADT
0
EXTERNAL ADT
60
SITE: S-1 SITE: S-1
0 0 20 0 380 380 290 260
20 0
0
67
0 0
70
0
42
0
VC-4 &
VC-5
0
0
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
150 20 1,240 0
60
11
0
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
0
060 40 100 720 0
80 0
1,
1
4
0
0
00 0 480 480 670
0 80 0 0
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 46
0
Site Selection P-1 (NP)MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 10.0% 0.0% 10.0% 100.0% 40.0% 40.0% 10.0% 10.0% 0.0% 0.0% 10.0% 20.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 20.0% 20.0% 15.0% 13.5% 35.0% 85.0% 49.0% 0.0% 10.0% 0.0% 5.0% 5.0% 0.0% 0.0% 25.0% 25.0% 35.0% 23.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3.0% 24.0% 0.0%
Internal ADT 29 4 0 0 0 0 0 30 10 10 0 0 0 0 0 10 00000000000 0
External ADT 7 5 0 0 0 0 0 10 0 0 0 0 0 0 0 0 00000000000 0
TOTAL 36 00000401010000001000000000000 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
0.
0
%
0.
0
%
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: P-1 (NP)SITE: P-1 (NP)
0.0% 0.0% 10.0% 0.0%20.0% 20.0% 15.0% 13.5%
10
.
0
%
0.
0
%
0.
0
%
35
.
0
%
0.
0
%
0.
0
%
0.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
10.0% 10.0%10.0% 0.0%
10
0
.
0
%
VC-4 &
VC-5
0.
0
%
5.
0
%
85
.
0
%
VC-4 &
VC-5
0.
0
%
S-1 S-1
VC-6 &
VC-7
VC-6 &
VC-7
0.0% 10.0% 20.0%5.0% 0.0% 0.0%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 0.0%25.0% 25.0% 35.0%
40
.
0
%
0.
0
%
49
.
0
%
0.
0
%
0.
0
%
40
.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
0
0 0
INTERNAL ADT
0
EXTERNAL ADT
0SITE: P-1 (NP)SITE: P-1 (NP)
00 0 0 00 0 0
0 0
0
0 0
0 10
VC-4 &
VC-5
0
0
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
00 00
0 30
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
VC-6 &
VC-7
00 10 00 0
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 0 00 0
10 0 0
0 10 0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 0
Site Selection VC-4 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 25.0% 50.0% 0.0% 0.0% 25.0% 50.0% 25.0% 0.0% 25.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%0.0%
External Percentage 3 25.0% 25.0% 13.5% 19.5% 37.5% 31.0% 31.0% 0.0% 0.0% 57.0% 0.0% 5.0% 5.0% 24.0% 20.0% 20.0% 11.0% 11.0% 7.5% 7.5% 18.0% 6.0% 6.0% 3.0% 24.0% 0.0%
Internal ADT 154 4 0 0 0 0 40 80 0 0 40 80 40 0 40 40 00000000000 0
External ADT 1382 5 350 350 190 270 520 430 430 0 0 790 0 70 70 330 280 280 150 150 100 100 250 80 80 40 330 0
TOTAL 1536 350 350 190 270 560 510 430 0 40 870 40 70 110 370 280 280 150 150 100 100 250 80 80 40 330 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: VC-4 SITE: VC-4
0.0% 0.0% 0.0% 0.0%25.0% 25.0% 13.5% 19.5%
25
.
0
%
0.
0
%
0.
0
%
37
.
5
%
7.
5
%
6.
0
%
25
.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
25.0% 50.0%0.0% 57.0%
50
.
0
%
VC-4 &
VC-5
0.
0
%
0.
0
%
31
.
0
%
VC-4 &
VC-5
7.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
6.
0
%
0.0% 25.0% 25.0%5.0% 5.0% 24.0%
0.
0
%
0.
0
%
31
.
0
%
18
.
0
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 0.0%20.0% 20.0% 11.0%
0.
0
%
0.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL ADT
0
EXTERNAL ADT
40
SITE: VC-4 SITE: VC-4
00 0 0 350 350 190 270
40 0
0
52
0
10
0
0 43
0
VC-4 &
VC-5
10
0
80
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
40 80 0 790
40 80
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
80
040 40 70 70 330
0 0 43
0
25
0R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 0 280 280 150
0 0 0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 33
0
Site Selection VC-5C MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 10.0% 0.0% 0.0% 75.0% 25.0% 25.0% 25.0% 100.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 50.0% 50.0% 21.5% 30.5% 71.5% 12.0% 12.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 12.0% 0.0% 10.0% 6.0% 6.0% 6.0% 6.0% 3.0%24.0% 0.0%
Internal ADT 550 4 0 0 60 0 0 410 140 140 140 550 0 0 140 140 00000000000 0
External ADT 550 5 280 280 120 170 390 70 70 0 0 550 0 0 0 0 0 0 70 0 60 30 30 30 30 20 130 0
TOTAL 1100 280 280 180 170 390 480 210 140 140 1100 0 0 140 140 0 0 70 0 60 30 30 30 30 20 130 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: VC-5C SITE: VC-5C
0.0% 0.0% 10.0% 0.0%50.0% 50.0% 21.5% 30.5%
0.
0
%
0.
0
%
0.
0
%
71
.
5
%
10
.
0
%
6.
0
%
0.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
25.0% 100.0%0.0% 100.0%
75
.
0
%
VC-4 &
VC-5
0.
0
%
0.
0
%
12
.
0
%
VC-4 &
VC-5
6.
0
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
6.
0
%
0.0% 25.0% 25.0%0.0% 0.0% 0.0%
25
.
0
%
0.
0
%
12
.
0
%
6.
0
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 0.0%0.0% 0.0% 12.0%
0.
0
%
25
.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL ADT
0
EXTERNAL ADT
20
SITE: VC-5C SITE: VC-5C
0 0 60 0 280 280 120 170
0 0
0
39
0
60
0 70
VC-4 &
VC-5
30
30
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
140 550 0 550
0 41
0
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
30
0 140 140 00 0
14
0 0 70 30R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 0 00 70
0 14
0 0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 13
0
Site Selection VC-6 & VC-7 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 25.0% 75.0% 0.0% 0.0% 25.0% 25.0% 25.0% 0.0% 25.0% 50.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%0.0%
External Percentage 3 20.0% 20.0% 7.5% 13.5% 27.5% 49.5% 49.0% 0.0% 0.0% 0.0% 0.0% 5.0% 5.0% 60.5% 25.0% 25.0% 18.0% 23.0% 7.5% 7.5% 11.0% 0.0% 0.0% 3.0% 24.0% 0.0%
Internal ADT 232 4 0 0 0 0 60 170 0 0 60 60 60 0 60 120 00000000000 0
External ADT 2088 5 420 420 160 280 570 1030 1020 0 0 0 0 100 100 1260 520 520 380 480 160 160 230 0 0 60 500 0
TOTAL 2320 420 420 160 280 630 1200 1020 0 60 60 60 100 160 1380 520 520 380 480 160 160 230 0 0 60 500 0
Note the 75% shown at LPD2 includes the 25% from CE2 that turn right
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
##
Otay Valley Road Otay Valley Road
R-3 & R-4 R-3 & R-4
0.
0
%
0.
0
%
49
.
0
%
11
.
0
%
0.0% 0.0%
25.0% 50.0%5.0% 60.5%
0.
0
%
0.
0
%
25.0% 18.0%
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: VC-6 & VC-7 SITE: VC-6 & VC-7
0.0% 0.0% 0.0% 0.0%20.0% 20.0% 7.5% 13.5%
25
.
0
%
0.
0
%
0.
0
%
27
.
5
%
7.
5
%
0.
0
%
25
.
0
%
25.0% 25.0%0.0% 0.0%
75
.
0
%
VC-4 &
VC-5
0.
0
%
0.
0
%
49
.
5
%
VC-4 &
VC-5
7.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
0.
0
%
0.0%5.0%
R-5 & R-6 R-5 & R-6
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
0.0%25.0%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
R-3 & R-4 R-3 & R-40
1,
0
2
0
0
23
0
100 1,260
0
60 120
INTERNAL ADT
0
EXTERNAL ADT
60
SITE: VC-6 & VC-7 SITE: VC-6 & VC-7
00 0 0 420 420 160 280
60 0
0
57
0
16
0
0
1,
0
3
0
VC-4 &
VC-5
16
0
VC-3
60 60 00
60
17
0
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
0
0 100
R-5 & R-6 R-5 & R-6
0
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2
0 520
0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0
00 520 380
0 50
0
Site Selection R-3 & R4 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 0.0% 0.0% 50.0% 25.0% 25.0% 0.0% 100.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 0.0% 0.0% 11.8% 11.8% 11.8% 11.8% 74.0% 0.0% 0.0% 0.0% 0.0% 5.0% 100.0% 9.0% 45.0% 45.0% 29.0% 24.5% 1.5% 1.5% 7.5% 2.0% 2.0% 3.0%24.0% 0.0%
Internal ADT 247 4 0 0 0 0 0 120 0 0 120 60 60 0 250 60 000006000000 0
External ADT 2225 5 0 0 260 260 260 260 1650 0 0 0 0 110 2230 200 1000 1000 650 550 30 30 170 40 40 70 530 0
TOTAL 2472 0 0 260 260 260 380 1650 0 120 60 60 110 2480 260 1000 1000 650 550 30 90 170 40 40 70 530 0
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
SITE: R-3 & R4 SITE: R-3 & R4
0.0% 0.0% 0.0% 0.0%0.0% 0.0% 11.8% 11.8%
0.
0
%
0.
0
%
0.
0
%
11
.
8
%
1.
5
%
2.
0
%
25
.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
50.0% 25.0%0.0% 0.0%
50
.
0
%
VC-4 &
VC-5
25
.
0
%
0.
0
%
11
.
8
%
VC-4 &
VC-5
1.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
2.
0
%
0.0% 100.0% 25.0%5.0% 100.0% 9.0%
0.
0
%
0.
0
%
74
.
0
%
7.
5
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 0.0%45.0% 45.0% 29.0%
0.
0
%
0.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
SITE: R-3 & R4 SITE: R-3 & R4
00 0 0 0 0 260 260
0 0
0
26
0
30
0 26
0
VC-4 &
VC-5
30
40
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
120 60 00
60
12
0
VC-4 &
VC-5
60S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
40
0 250 60 110 2,230 200
0 0
1,
6
5
0
17
0R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 0 1,000 1,000 650
0 0 0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 53
0
Site Selection R5 & R6 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 25.0% 50.0% 0.0% 25.0% 25.0% 25.0% 25.0% 0.0% 25.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 20.0% 20.0% 7.5% 13.5% 27.5% 27.5% 49.0% 0.0% 0.0% 0.0% 0.0% 5.0% 5.0% 100.0% 25.0% 25.0% 24.0% 24.5% 6.0% 6.0% 12.5% 1.5% 1.5% 3.0% 24.0% 0.0%
Internal ADT 238 4 0 0 0 0 60 120 0 60 60 60 60 0 60 240 00000000000 0
External ADT 2146 5 430 430 160 290 590 590 1050 0 0 0 0 110 110 2150 540 540 520 530 130 130 270 30 30 60 520 0
TOTAL 2384 430 430 160 290 650 710 1050 60 60 60 60 110 170 2390 540 540 520 530 130 130 270 30 30 60 520 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: R5 & R6 SITE: R5 & R6
0.0% 0.0% 0.0% 0.0%20.0% 20.0% 7.5% 13.5%
25
.
0
%
0.
0
%
0.
0
%
27
.
5
%
6.
0
%
1.
5
%
25
.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
25.0% 25.0%0.0% 0.0%
50
.
0
%
VC-4 &
VC-5
0.
0
%
0.
0
%
27
.
5
%
VC-4 &
VC-5
6.
0
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
1.
5
%
0.0% 25.0% 100.0%5.0% 5.0% 100.0%
0.
0
%
0.
0
%
49
.
0
%
12
.
5
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 0.0%25.0% 25.0% 24.0%
0.
0
%
25
.
0
%
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL ADT
0
EXTERNAL ADT
60
SITE: R5 & R6 SITE: R5 & R6
00 0 0 430 430 160 290
60 0
0
59
0
13
0
0 59
0
VC-4 &
VC-5
13
0
30
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
60 60 00
60
12
0
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
30
0 60 240 110 110 2,150
0 0
1,
0
5
0
27
0R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 0 540 540 520
0 60 0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 52
0
Site Selection R7 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 0.0% 40.0% 75.0% 100.0% 10.0% 30.0% 25.0% 0.0% 25.0% 10.0% 0.0% 0.0% 25.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 36.5% 1.5% 1.5% 1.5% 1.5% 1.5% 3.0% 24.0%0.0%
Internal ADT 181 4 0 0 0 0 0 70 140 180 20 50 50 0 50 20 0 0 50 0 0 50 50 0 0 0 0 0
External ADT 1627 5 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 810 810 810 590 20 20 20 20 20 50 390 0
TOTAL 1808 0 0 0 0 0 70 140 1810 20 50 50 0 50 20 810 810 860 590 20 70 70 20 20 50 390 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
0.
0
%
24
.
0
%
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: R7 SITE: R7
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.
5
%
1.
5
%
25
.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
10.0% 30.0%0.0% 0.0%
40
.
0
%
VC-4 &
VC-5
25
.
0
%
0.
0
%
0.
0
%
VC-4 &
VC-5
1.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
1.
5
%
0.0% 25.0% 10.0%0.0% 0.0% 0.0%
75
.
0
%
25
.
0
%
0.
0
%
1.
5
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 25.0%50.0% 50.0% 50.0%
0.
0
%
10
0
.
0
%
0.
0
%
10
0
.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL ADT
0
EXTERNAL ADT
50
SITE: R7 SITE: R7
00 0 0 00 0 0
0 0
0
0 20
0 0
VC-4 &
VC-5
20
20
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
20 50 00
50 70
VC-4 &
VC-5
50S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
20
050 20 00 0
14
0
50 0 20R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 50 810 810 810
0 18
0 0
1,
6
3
0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
39
00
Site Selection R8 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 0.0% 40.0% 75.0% 100.0% 10.0% 30.0% 25.0% 0.0% 25.0% 10.0% 0.0% 0.0% 25.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 36.5% 1.5% 1.5% 1.5% 1.5% 1.5% 3.0% 24.0%0.0%
Internal ADT 141 4 0 0 0 0 0 60 110 140 10 40 40 0 40 10 0 0 40 0 0 40 40 0 0 0 0 0
External ADT 1267 5 0 0 0 0 0 0 0 1270 0 0 0 0 0 0 630 630 630 460 20 20 20 20 20 40 300 0
TOTAL 1408 0 0 0 0 0 60 110 1410 10 40 40 0 40 10 630 630 670 460 20 60 60 20 20 40 300 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
10
0
.
0
%
10
0
.
0
%
0.0% 0.0% 25.0%50.0% 50.0% 50.0%
0.
0
%
3.
0
%
INTERNAL DISTRIBUTION EXTERNAL DISTRIBUTION
SITE: R8 SITE: R8
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.
5
%
1.
5
%
25
.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
10.0% 30.0%0.0% 0.0%
40
.
0
%
VC-4 &
VC-5
25
.
0
%
0.
0
%
0.
0
%
VC-4 &
VC-5
1.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
1.
5
%
0.0% 25.0% 10.0%0.0% 0.0% 0.0%
75
.
0
%
25
.
0
%
0.
0
%
1.
5
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
1,
2
7
0
630 630
14
0
00 40 630
INTERNAL ADT EXTERNAL ADT
SITE: R8 SITE: R8
400
00 0 0 00 0 0
0 0
0
0 20
0 0
VC-4 &
VC-5
20
20
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
10 40 00
40 60
VC-4 &
VC-5
40S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
20
040 10 00 0
11
0
40 0 20R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0 0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 30
0
Site Selection R9 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 0.0% 40.0% 75.0% 100.0% 10.0% 30.0% 25.0% 0.0% 25.0% 10.0% 0.0% 0.0% 25.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 36.5% 1.5% 1.5% 1.5% 1.5% 1.5% 3.0% 24.0%0.0%
Internal ADT 157 4 0 0 0 0 0 60 120 160 20 50 40 0 40 20 0 0 40 0 0 40 40 0 0 0 0 0
External ADT 1411 5 0 0 0 0 0 0 0 1410 0 0 0 0 0 0 710 710 710 520 20 20 20 20 20 40 340 0
TOTAL 1568 0 0 0 0 0 60 120 1570 20 50 40 0 40 20 710 710 750 520 20 60 60 20 20 40 340 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
0.0% 0.0% 0.0% 0.0%0.0% 0.0% 0.0% 0.0%
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: R9 SITE: R9
0.
0
%
0.
0
%
0.
0
%
0.
0
%
1.
5
%
1.
5
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
10.0% 30.0%0.0% 0.0%
25
.
0
%
40
.
0
%
VC-4 &
VC-5
25
.
0
%
0.
0
%
0.
0
%
VC-4 &
VC-5
1.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
1.
5
%
0.0% 25.0% 10.0%0.0% 0.0% 0.0%
75
.
0
%
25
.
0
%
0.
0
%
1.
5
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 25.0%50.0% 50.0% 50.0%
0.
0
%
10
0
.
0
%
0.
0
%
10
0
.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
000 00 00
INTERNAL ADT
0
EXTERNAL ADT
40
SITE: R9 SITE: R9
0
0 0
0
0 20
20
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
20 50 00
40 60
VC-4 &
VC-5
40 0 0
VC-4 &
VC-5
20S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
20
040 20 00 0
12
0
40 0 20R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 40 710 710 710
0 16
0 0
1,
4
1
0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 34
0
Site Selection R10 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 0.0% 40.0% 75.0% 100.0% 10.0% 30.0% 25.0% 0.0% 25.0% 10.0% 0.0% 0.0% 25.0% 0.0% 0.0% 25.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 36.5% 1.5% 1.5% 1.5% 1.5% 1.5% 3.0% 24.0%0.0%
Internal ADT 114 4 0 0 0 0 0 50 90 110 10 30 30 0 30 10 0 0 30 0 0 30 30 0 0 0 0 0
External ADT 1022 5 0 0 0 0 0 0 0 1020 0 0 0 0 0 0 510 510 510 370 20 20 20 20 20 30 250 0
TOTAL 1136 0 0 0 0 0 50 90 1130 10 30 30 0 30 10 510 510 540 370 20 50 50 20 20 30 250 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: R10 SITE: R10
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.
5
%
1.
5
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
10.0% 30.0%0.0% 0.0%
25
.
0
%
0.
0
%
0.
0
%
VC-4 &
VC-5
1.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
1.
5
%
0.0% 25.0% 10.0%0.0% 0.0% 0.0%
75
.
0
%
25
.
0
%
0.
0
%
1.
5
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
25
.
0
%
40
.
0
%
VC-4 &
VC-5
0.0% 0.0% 25.0%50.0% 50.0% 50.0%
0.
0
%
10
0
.
0
%
0.
0
%
10
0
.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0.
0
%
24
.
0
%
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL ADT
0
EXTERNAL ADT
30
SITE: R10 SITE: R10
00 0 0 00 0 0
0 0
0
0 20
20
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
10 30 00
30 50
VC-4 &
VC-5
30 0 0
VC-4 &
VC-5
20S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
20
030 10 00 0
90 30 0 20R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 30 510 510 510
0 11
0 0
1,
0
2
0
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0 25
0
Site Selection CPF-1 MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 75.0% 100.0% 10.0% 10.0% 0.0% 0.0% 10.0% 10.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
External Percentage 3 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 36.5% 1.5% 1.5% 1.5% 1.5% 1.5% 3.0% 24.0%0.0%
Internal ADT 18 4 0 0 0 0 0 10 10 20 0 0 0 0 0 0 00000000000 0
External ADT 18 5 0 0 0 0 0 0 0 20 0 0 0 0 0 0 10 10 10 10 0 0 0 0 0 0 0 0
TOTAL 36 0 0 0 0 0 10 10 40 0 0 0 0 0 0 10 10 10 10 0 0 0 0 0 0 0 0
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
0.0% 0.0% 0.0% 0.0%0.0% 0.0% 0.0%
0.
0
%
24
.
0
%
0.0% 0.0% 0.0%50.0% 50.0% 50.0%
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: CPF-1 SITE: CPF-1
0.0%
0.
0
%
0.
0
%
0.
0
%
0.
0
%
1.
5
%
1.
5
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
10.0% 10.0%0.0% 0.0%
0.
0
%
0.
0
%
0.
0
%
VC-4 &
VC-5
1.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
1.
5
%
0.0% 10.0% 10.0%0.0% 0.0% 0.0%
75
.
0
%
0.
0
%
0.
0
%
1.
5
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.
0
%
50
.
0
%
VC-4 &
VC-5
0.
0
%
10
0
.
0
%
0.
0
%
10
0
.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
CPF-1
0
INTERNAL ADT
0
EXTERNAL ADT
0SITE: CPF-1 SITE:
00 0 0 00 0 0
0 0
0
0 0
0
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
00 00
0 10
VC-4 &
VC-5
0 0 0
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
0
00 0 00 0
10 0 0 0R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 0 10 10 10
0 20 0 20
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
0
Site Selection P-2 (CP)MS1 MS2 MS3 MS4 LPD1 LPD2 LPD3 LPD4 SP1 SP2 DSD CE0 CE1 CE2 OVR1 OVR2 OVR3 OVR4 VP1 VP2 VP3 FR4 FR5 SR1 SR2 CPDRW
Internal Percentage 2 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0%
External Percentage 3 25.0% 25.0% 25.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 1.5% 1.5% 1.5% 1.5% 1.5% 3.0% 24.0% 100.0%
Internal ADT 0 4 0 0 0 0 000000000000000000000 0
External ADT 2165 5 540 540 540 540 0 0 0 0 0 0 0 0 0 0 1080 1080 1080 1080 30 30 30 30 30 60 520 2170
TOTAL 2165 540 540 540 540 0 0 0 0 0 0 0 0 0 0 1080 1080 1080 1080 30 30 30 30 30 60 520 2170
Individual Site Trips Distribution and Assignment, Sites that are in close proximity to one another are grouped together for the purpose of trip distribution.
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL DISTRIBUTION
0.
0
%
EXTERNAL DISTRIBUTION
3.
0
%
SITE: P-2 (CP)SITE: P-2 (CP)
0.0% 0.0% 0.0% 0.0%25.0% 25.0% 25.0% 25.0%
0.
0
%
0.
0
%
0.
0
%
0.
0
%
1.
5
%
1.
5
%
0.
0
%
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
0.0% 0.0%0.0% 0.0%
0.
0
%
VC-4 &
VC-5
0.
0
%
0.
0
%
0.
0
%
VC-4 &
VC-5
1.
5
%
S-1 S-1
VC-6 &
VC-7
0.
0
%
VC-6 &
VC-7
1.
5
%
0.0% 0.0% 0.0%0.0% 0.0% 0.0%
0.
0
%
0.
0
%
0.
0
%
1.
5
%
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
0.0% 0.0% 0.0%50.0% 50.0% 50.0%
0.
0
%
24
.
0
%
10
0
.
0
%
0.
0
%
10
0
.
0
%
0.
0
%
CPF1 CPF1
R-7, R-8, R-9, R-10 R-7, R-8, R-9, R-10
VC-1 VC-1
Main Street Main Street
P-1 P-1
Otay Valley Road Otay Valley Road
INTERNAL ADT
0
EXTERNAL ADT
60
SITE: P-2 (CP)SITE: P-2 (CP)
00 0 0 540 540 540 540
0 0
0
0 30
0 0
VC-4 &
VC-5
30
30
R-1 & R-2 VC-2 VC-3 R-1 & R-2 VC-2 VC-3
00 00
0 0
VC-4 &
VC-5
0S-1 S-1
VC-6 &
VC-7
0
VC-6 &
VC-7
30
00 0 00 0
0 0 0 30
R-7, R-8, R-9, R-10
R-3 & R-4 R-5 & R-6 R-3 & R-4 R-5 & R-6
00 0 1,080 1,080 1,080
0 52
0
0 0
21
7
0
0
CPF1 CPF1
R-7, R-8, R-9, R-10