Sacramento City Council
February 21, 2023

APPENDIX B-56

EMERGING CONCEPTS - COMMUNITY DISCUSSION
South Segment (Part 2) – Arden Garden
to Del Paso Blvd.
• Support for bi keway connectivity along
the river
• Desire to make it safe with adequate
ligh
ting

APPENDIX B-57
Additional Comments and Questions
• Interest in adding murals, banners, and artwork.
• Desire for slower traffic.
• Overall appreciation for engagement efforts. Existing Conditions (South Bascom Urban Village Plan) Longer Term Changes (South Bascom Urban Village Plan)

EMERGING CONCEPTS - COMMUNITY DISCUSSION

APPENDIX B-58
On-going Community Engagement (April to May)
• Community Survey – End ed on May 15 : NorthgateBlvd.com Refine Preferred Design Concept (June/July 2022)
Community Engagement #3 – Preferred Concept – Aug/Sep 2022 Longer Term Changes (South Bascom Urban Village Plan)

NEXT STEPS
APPENDIX B-59
MILESTONE #3:

PUBLIC DRAFT DESIGN

CONCEPTS AND

OPEN HOUSE

SUMMARY

NORTHGA TE BOULEVARD

TRANSPORT A TION PLAN

APPENDIX B-60
• Public Draft Design Concepts Workshop #3 occurred on October 17th, 2022, from 6:30pm – 8:00 pm.
• The virtual workshop was held on Zoom a nd included an interactive discussion with MURAL.
• Over 18 people attended the meeting
• T
he video zoom recording o f the Public Draft Design Concepts Workshop #3 will be posted on the project website: www.northgateblvd.com
• The Community Open House occurred on Octob er 22, 2022, from 11:30 am to 1:30 pm • Over 23 people attended the Open House

INTRODUCTION

APPENDIX B-61
• The purpose of Public Draft Design Concepts Workshop #3 was to provide an ove
rview of the public draft design concepts and allow participants to weigh in on their preferred options.
• City Team included:
• Leslie Mancebo, Project Manager, City of Sacramento
• Consultant Team included:
• Mukul Malhotra, MI G
• Rishi Dhody, M IG
• Phoenix Alfaro, MIG
• Isaac Gonzalez, DIYSL
• Stephanie Wright, NN
• J
ulie Rhoten, St anford Settlement
• This document provides a summary of the
Pu
blic Draft Design Concepts Workshop #3.

Existing Conditions (South Bascom Urban Village Plan)

OVERVIEW

APPENDIX B-62
• Welcome and Introductions
• Project Purpose, Goals and Process
• Community Vision and Goals
• Public Draft Design Framework Discussion
• Public Draft Design Concepts Discussion
• Next Steps
Existing Conditions (South Bascom Urban Village Plan)

MEETING AGENDA

APPENDIX B-63
The project area limits are from I-80 in the North to Del Paso Boulevard in the South.

Existing Conditions (South Bascom Urban Village Plan)

PROJECT AREA

APPENDIX B-64
Existing Conditions (South Bascom Urban Village Plan)

PROJECT GOALS
• Safety for all users.
• Mu
lti-modal Mobility for people who walk, bike, take transit and drive. • Community ide ntity.
• Meaningful and equi table community and stakeholder engagement. • Develop conceptual designs for short- and long-term improvements. • Coordinate and buil d upon previous and concurrent studies and initiatives.

APPENDIX B-65

COMMUNITY AND STAKEHODLER ENGAGEMENT
• Gardenland Northgate Neighborhood Association
• South Natomas United
• Twin Rivers USD
• Smythe Elementary School
• Youth Workshop at Stanford Settlement
• Vaccination clinics at Stanford Settlement
• Screen on the Green at Gardenland Park
• Business Contacting
• Republic Youth Soccer Clinic at Nin os Park
• South Natomas Library
• Dia de los Muer to Festival

APPENDIX B-66

PROJECT PROCESS - COMMUNITY EVENTS AND MATERIALS

APPENDIX B-67
Existing Conditions (South Bascom Urban Village Plan)

COMMUNITY VISION
The consultant team presented the Community Vision
and Public Draft Design Framework for the corridor
which was affirmed by the community.

BETTER

WALKING/
BIKING

CONNECTIONS
SAFE

TRANSIT

EFFICIENCY

NEIGHBOR-
HOOD

IDENTITY

BUSINESS &

ECONOMIC

DEVELOPMENT

APPENDIX B-68

COMMUNITY VISION
*TRAFFIC

CALMING
The consultant team presented various improvement opportunities and the community affirmed the overall vision for the corridor.

Celebrate Neighborhood Identity
4 Improve Transit Efficiency
3 Celebrate Business & Economic Development
5 Improve Safety Provide Comfortable Connections to Destinations for People Walking & Biking
1 2
APPENDIX B-69

COMMUNITY VISION
*TRAFFIC

CALMING
The community would like to see improvements to sidewalks and crosswalks to improve overall safety. Biking, walking, and transit improvements are the top priorities for the community. The community would like to bike, walk, and use transit facilities.

Sidewalk and Crosswalk Improvements
67% 64% 61% 59% 53%
Street and Pedestrian
Lighting
Wider Sidewalks Street Trees and
Shade
Improved
Crosswalks New Crosswalks
##% of people responded to the type of the improvement
69% 60%71% 67% 42%
Bike Improvements
Improved Bike
Connections
Continuous Bike
Facilities
New and Improved
Bike Parking
Shared Bike FacilitiesBuffered and
Separated Bike
Facilities
##% of people responded to the type of the improvement
APPENDIX B-70
68%
89% 51% 63% 61% 58%
69% 63% 74%
Improved Existing
Bus Stops
Additional Bus Stops
with Shelters
Improved Existing
Traffic Signals
Managed Traffic
Speed for Safety
Manage Traffic Flow
with Medians
Transit and Driving Improvements
Economic Development & Community Identity Improvements
Outdoor Retail and
Commerce
Wayfinding and
Signage
Natural Elements to
Improve Water
Celebrate
Community Identity
##% of people responded to the type of the improvement
##% of people responded to the type of the improvement
APPENDIX B-71

PUBLIC DRAFT DESIGN FRAMEWORK
• The consultant team presented the publi c draft design framework for the corridor which included:
• Improvements to Existing Signal
• New Planned Signal and Signal Improvements
• Proposed Signal with Crosswalks
• The community af firmed the proposed signals to improve overall connectivity and safety.

APPENDIX B-72
Existing Conditions (South Bascom Urban Village Plan)
PUBLIC DRAFT DESIGN FRAMEWORK – COMMUNITY DISCUSSION
The community affirmed the draft design framework and provided additional feedback:
• New signal at Turnstone Dr. to improve better connectivity to Garden elementary Sc
hool
• Provide adequate street lighting improvements
• Improvement to sidewalks that are obstructed by utilities

APPENDIX B-73
Existing Conditions (South Bascom Urban Village Plan)
PUBLIC DRAFT DESIGN FRAMEWORK – COMMUNITY DISCUSSION
The community affirmed the draft design framework and provided additional feedback:
• Incorporate dedicated left turn signals at major intersections • Improvements to the crosswalk and signal at Patio Ave. will make the intersection saf
e for the community and nearby schools.
• Ensure crosswalks don’t hinder residents from entering businesses • Consider reducing the speed limit and adding more security vigilance • Add a left turn on Wilson Ave.
• Make medians decorative and add trees
• Desire for ADA improvements and providing access for everyone APPENDIX B-74

PUBLIC DRAFT DESIGN CONCEPTS
• The consultant team presented the desi gn concepts for the following segments:
• North Segment - From I-80 to San Juan Rd.
• Middle Segment - From San Juan Rd. to Garden Way
• South Segment - From Garden Hwy. to Del Paso Blvd.

APPENDIX B-75
Existing Conditions (South Bascom Urban Village Plan)
Longer Term Changes (South Bascom Urban Village Plan)
PUBLIC DRAFT DESIGN CONCEPT – NORTH SEGMENT
North Segment – 1-80 to San Juan Road
• The consultant team presented the des ign concept to the community which included:

New continuous sidewalks
New crosswalk at Ozark Cir
New separated bikeways
Enhanced transit facilities
2 travel lanes in each direction with left turn lanes
• The community aff
irmed the design concepts and
provided additional input on the improvements.
1 2
3 4
5 1
2 3
4 5
APPENDIX B-76

NORTH SEGMENT - COMMUNITY DISCUSSION
North Segment – 1-80 to San Juan
Road
• Overall support for wider sidewalks
and
additional transit stop
amenities
• Add bus amenities suc h as a bench
or shelter
• Support for a saf er corridor
• Incorporate dedicat ed left turn
signals at major intersections like
Patio Ave.
• Consider reducing the speed limit
and
adding more security vigilance
• New signal with left turn and
cr
osswalk at Turnstone Dr. to
improve better connectivity to
Garden Valley Elementary School
• Pedestrian-acti
vated crosswalk at
San Juan

APPENDIX B-77
Longer Term Changes (South Bascom Urban Village Plan)
PUBLIC DRAFT DESIGN CONCEPT – MIDDLE SEGMENT
Middle Segment – San Juan Rd to Garden Hwy
• The consultant team presented the design concept to
th
e community which included:

New continuous sidewalks
New crosswalks with a traffic signal at Tenaya
Ave, Bridgeford Dr, Wilson Ave, Cleveland Ave,
Harding Ave
New separated bikeways
Enhanced transit facilities
1 travel lane in each direction with turn lanes
• The community af
firmed the design concept and
provided additional input on the improvements.
1 2
3 4
5 1
2 34 5
APPENDIX B-78

MIDDLE SEGMENT - COMMUNITY DISCUSSION
Middle Segment – San Juan Road to
Garden Highway
• Consider relocating light poles and
im
proving bus stops to give more
accessibility to all pedestrians
• Add bus amenities su ch as a bench or
shelter
• Keep median consistent with California
Stan
dards
• Add left turn on Cleveland and
Har
ding

APPENDIX B-79

MIDDLE SEGMENT - COMMUNITY DISCUSSION
Middle Segment – San Juan Road to Garden Highway
• Liked the concept of cr osswalk improvements at Cleveland Ave. • Overall support for transit stops
• Concerns regarding bott leneck of traffic
• Overall support to wi den sidewalks and landscape buffers and medians • Add more lighting to Silver Eagle Rd.
• Add SB left turn into El Pollo Loco
• Consider Midblock crossing between Ozark and Silver Eagle • Creak median at Hagi n Ave
APPENDIX B-80
Longer Term Changes (South Bascom Urban Village Plan)
PUBLIC DRAFT DESIGN CONCEPT – SOUTH SEGMENT A
South Segment (Part A) – Garden Highway to Arden
Garden Connector
• The consultant team presented the design concept to
th
e community which included:

New continuous sidewalks
Improved existing crosswalks
Two-way separated bikeways (cycle-track)
Enhanced transit facilities
1-2 travel lane in each direction and with left turn
lanes
• The community aff
irmed the design concept and
provided additional input on the improvements.
1 2
3 4
5 1
2 3
4 5
APPENDIX B-81

SOUTH SEGMENT A - COMMUNITY DISCUSSION
South Segment (Part A) – Garden
Highway to Arden Garden Connector
• Overall support for wider sidewalks
• Support for raised bike lanes
• Improvement to sidewalks that are
obstru
cted by utilities
• Provide adequate street lighting
impr
ovements
• Overall support for signal and
int
ersection improvements

APPENDIX B-82
Longer Term Changes (South Bascom Urban Village Plan)
PUBLIC DRAFT DESIGN CONCEPT – SOUTH SEGMENT B
South Segment B – Arden Garden Connector to Del Paso Boulevard • The consultant team presented the design concept to the community which included:

New
continuous sidewalks on West side of the street
Two-way separated bikeways (cycle-track)
Reduced travel lane widths for traffic calming
1 2
3 1 2 3
APPENDIX B-83

SOUTH SEGMENT B - COMMUNITY DISCUSSION
South Segment (Part B) – Arden Garden
to Del Paso Blvd.
• The community aff irmed the design
concept.

APPENDIX B-84
Additional Comments and Questions
• Overall approval and appreciation for the public draft design concepts and en
gagement efforts
• Appreciation of inclusivity to all users in the design Existing Conditions (South Bascom Urban Village Plan)
Longer Term Changes (South Bascom Urban Village Plan)

PUBLIC DRAFT DESIGN CONCEPTS - COMMUNITY DISCUSSION

APPENDIX B-85
• Refine Public Draft Design Concept (Nov/D ec 2022)
• Public Draft Plan – (Dec 2022 - Jan 2023)
Longer Term Changes (South Bascom Urban Village Plan)

NEXT STEPS

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NORTHGA TE BOULEVARD

TRANSPORT A TION PLAN

APPENDIX C

COMMUNITY SURVEY

SUMMARY AND ANALYSIS
SEP 18, 2021 TO NOV 15, 2021

I-2
• Survey became available on Septem ber 18, 2021
and closed on November 15, 2021.
• It was available in English and Spanish.
• The online version of the survey was created using
Mapti
onnaire, which is a map-based survey tool used
to facilitate simple and effective public participation.

Clip shot of the online version of the survey

SURVEY OVERVIEW

I-3
The online and paper versions of the survey were
distributed using the following methods:
• Shared on the project webpage
• Flyering and Business Cards
• Pop
-Events
• Door-to-Door Canvassing
• Co
mmunity Walk Audits
• Community Workshop

SURVEY OVERVIEW
Outreach photos where the survey was distributed
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OVERALL RESPONSE
• Over 165 respondents
o 115 online survey submissions
o 50 paper survey submissions
o 2 responses in Spanish
o Over 134 respondents completed the entire
surve
y
• This analysis examines all the respons es collected
and summarizes key findings to present a clear
vision on what the community wants to see for the
future of Northgate Blvd.

Mapita Survey Hot-spot Analysis
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DEMOGRAPHICS
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AGE
12% (16)
13% (18)
14% (19)
25% (33)
19% (25)
5% (7)
12% (16)
0% 5% 10% 15% 20% 25% 30%
65+
55-64
45-54
35-44
25-34
18-24
Under 18
The age of survey respondents ranged from under 18 – 65+ years old. 35 – 44-year-olds made up most of respondents.

Fig B: Age Chart
I-9
Female, 62%
(78)
Male, 35% (44)
Non-Binary, 1% (1) Prefer Not to Say,
2% (2)
GENDER
Most survey respondents identified as female. Males make up the second largest group, but it is important to note that 1 respondent identified as non-binary.

Fig C: Gender of survey respondents
I-10
African
American/Black, 12%
(15)
Asian or Asian
American, 16% (21)
Caucasian/White,
30% (39)
Hispanic/Latino, 32%
(42)
Multi-Racial, 4% (5)
Native American, 2%
(3)
Prefer Not to
Answer, 2% (3)
I Would Prefer to
Self-Identify, 2% (2)

RACE/ETHNICITY
Hispanic/Latino makes up 32% which is the largest racial/ethnic group of survey respondents.

Fig D: Race/ethnicity of survey respondents
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HOW LONG HAVE YOU LIVED OR WORKED IN AND AROUND THE AREA? 4% (5)
28% (31)
11% (12)
52% (59)
5% (6)
0% 10% 20% 30% 40% 50% 60%
Less than 1 year
1-5 years
5-10 years
More than 10 years
Not applicable
Fig E: Age group of people who live and work around Northgate Blvd.

Most survey respondents have lived or worked in and around the area for more than 10 years.

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WHERE PEOPLE SHOP, PLAY, OR VISIT
Fig F: Destinations identified by the survey respondents About 386 destinations were identified by the survey respondents.

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COMMUNITY VISION
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VISION ELEMENTS
Improve Safety Provide Safer Walking/Biking Connections Improve Shade and Comfort Celebrate Neighborhood Identity 1 2
3 4
Strengthen Business and Economic Development
5 The vision elements shown
to the right were identified
through the common
themes found in responses
from the survey. This
included looking at the
overall responses for the
questions asked and the
open-ended comments
that were received.

I-15

COMMUNITY VISION
83% (120)
61% (88)
54% (79)
18% (26)
37% (53)
0% 10% 20% 30% 40% 50% 60% 70% 80% 90%
Sum of Improve safety for people walking, biking, taking transit and driving.

Sum of Provide safer walking and biking connections to adjoining neighborhoods, destinations, and trail connections.

Sum of Incorporate the natural environment to increase overall shade and comfort for all users.

Sum of Celebrate neighborhood identity.

Sum of Strengthen business and economic development.

Over 80% of responses from people surveyed said they would like to improve safety for people walking, biking, taking transit and drive.

Fig G: Community Vision
* Respondents were able to choose more than 1 answer choice I-16

OTHER COMMUNITY VISION COMMENTS
Replace the old
fence
Beautification in
general, cleaner
look
Better lighting!
Reduce reckless and
excessive speeding
by installing
roundabouts or
speed bumps in
intersections that
are big enough
Get rid of utilities
poles on sidewalks
down the blvd.

Help the homeless
that live along the
streets
Help the trees and
add more greenery
Make Northgate a
destination rather
than just a drive
through
“More bus stop
covers/shade”
Red light cameras! Reduce litter on the
streets
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MULTI-MODAL

MOBILITY

IMPROVEMENTS
I-18

MODE SHIFT ANALYSIS
14% (22) 10% (15) 4% (6)
91% (142)
3% (5)
37% (57) 37% (57)
13% (20)
71% (109)
4% (6)
0%
20%
40%
60%
80%
100%
120%
140%
160%
180%
Walk Bike Ride the bus Drive Other
How would you like to travel?
How do you usually travel?
A mode shift analysis was performed using responses from the survey to compare current and preferred modes of travel along Northgate Blvd. Overall, there was a desire to decrease the amount of driving and increase the use of other modes of transportation such as walking, biking, and riding the bus.

Fig H: How respondents currently travel along Northgate Blvd. and how they would like to travel * Respondents were able to choose more than 1 answer choice I-19
MODE SHIFT ANALYSIS –WALKING
Currently 14% of people walk on the corridor, but there is a desire to increase the amount of people walking to 37%.

Fig I: Mode Shift Analysis - Walking
14% (22)
37% (57)
0% 5% 10% 15% 20% 25% 30% 35% 40%
Want to Walk
Currently Walk
* Respondents were able to choose more than 1 answer choice I-20
10% (15)
37% (57)
0% 5% 10% 15% 20% 25% 30% 35% 40%
MODE SHIFT ANALYSIS –BIKING
Currently 10% of people bike on the corridor, but there is a desire to increase the amount of people biking to 37%.

Fig J: Mode Shift Analysis - Biking
Want to Bike
Currently Bike
* Respondents were able to choose more than 1 answer choice I-21
4% (6)
13% (20)
0% 2% 4% 6% 8% 10% 12% 14%
MODE SHIFT ANALYSIS –TRANSIT
Currently 4% of people ride the bus, but there is a desire to increase the amount of people taking transit to 13%.

Fig K: Mode Shift Analysis - Transit
Want to Ride the Bus
Currently Ride the Bus
* Respondents were able to choose more than 1 answer choice I-22
91% (142)
71% (109)
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
MODE SHIFT ANALYSIS –DRIVING
Currently 91% of people drive on the corridor, but there is a desire to decrease the amount of people driving to 71%.

Fig L: Mode Shift Analysis - Biking
Want to Drive
Currently Drive
* Respondents were able to choose more than 1 answer choice I-23

EMERGING

OPPORTUNITIES
I-24

WALK AND ROLL IMPROVEMENTS
Street and Pedestrian Lighting
67% (94)
Wider Sidewalks
64% (90)
Street Trees and Shade
61% (86)
About 67% of responses from people said they would like to see more street and pedestrian lighting. 64% people also desire wider and unobstructed sidewalks.

Fig M: Community Identified Sidewalk Improvements
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WALK AND ROLL IMPROVEMENTS
As you walk along Northgate Blvd., are there other issues or challenges that you experience that you would like to improve?
• Broken glass and litter.
• Homeless block the way.
• Cracks in the sidewalk/no sidewalks.
• Deteriorating and unkept fencing from W El Camino to Rio Tierra St, west side of Northgate.
• Dr
ivers running red lights.
• Slow traffic down with beautification.
• Replace wood and chain link fences with soundwalls and lan dscaping.

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CROSSWALK IMPROVEMENTS
Improved Crosswalks New Crosswalks
59% (83) 53% (75)
About 59% of responses supported improving existing crosswalks and 53% supported new and more opportunities to cross the street.

Fig N: Community Identified Crosswalk Improvements
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CROSSWALK IMPROVEMENTS
Priority Crosswalk Improvements
Existing Intersections:
• San Juan Intersection
• El Camino Intersection
New P
roposed Intersections:
• Between Rio Tierra and Winterhaven
• Wilson Intersection
Fig N: Community Identified Crosswalk Improvements
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BIKE IMPROVEMENTS
Buffered Bike Facility
69% (67)
Improved Bike Connections
71% (87)
Continuous Bike Facilities
67% (83)
Connectivity was a common theme found in all responses from the survey. 71% of responses supported improving bike connections to existing and planned destinations.

Fig O: Community Identified Bicycle Improvements
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BIKE IMPROVEMENTS
Shared Bike Facilities
60% (58)
New and Improved Bike Parking
42% (52)
When it comes to a preferred bike facility, 69% of responses supported buffered bike facilities.

Fig O: Community Identified Bicycle Improvements
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BIKE IMPROVEMENTS
When biking along Northgate Blvd , are there other issues or challenges that you experience that you would like to improve?
• All bike lanes need to be physically separated.
• It is scary to bike because bikers are right beside speeding cars. Bike trails will be nice to have
.
• Right now, the bike lanes are too narrow.
• The connection from Northgate to Hwy 160 is awful for bikes. • There is an obscene amount of glass and debris in the bike lane. • Potholes and speeding cars cause unsafe conditions.

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TRANSIT IMPROVEMENTS
Improved Existing Bus Stops Additional Bus Stops with Shelters 89% (102) 51% (58)
According to survey, there is a desire to use more transit if it was more convenient and efficient. 89% of responses supported improving existing bus stops.

Fig P: Community Identified Transit Improvements
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TRANSIT IMPROVEMENTS
Fig P: Community Identified Transit Improvements
Priority Transit Improvements
Existing Bus Stops:
• Bus stop located at the NW corner of San Juan and Binghamton • Bus stops located south of Sotano/Wisconsin
• Bus stop outside the 7-11 on El Camino
New Proposed Bus Stops:
• Intersection of Ozark.

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TRANSIT IMPROVEMENTS
As you move through the corridor using transit, are there other issues or challenges that you experience with transit that you would like to improve? • Additional bus routes to shopping areas in North Natomas and downtown. • Being harassed by homeless people.
• Buses block the bike lane.
• Design distinctive bus stops for Northgate and W. El Camino. • It's not obvious where the stops are.

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DRIVING IMPROVEMENTS
Improved Existing Traffic Signals Managed Traffic Speed for Safety Manage Traffic Flow with Medians 63% (82) 61% (79) 58% (75)
More than 90% of people currently drive along the corridor. There is support for improving existing signals (63%).

Fig Q: Community Identified Intersection Improvements
I-35

DRIVING IMPROVEMENTS
Additional Traffic Signals
53% (69)
Fig Q: Community Identified Intersection Improvements
There is also a support adding new signalized intersections (53%).

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DRIVING IMPROVEMENTS
Fig Q: Community Identified Intersection Improvements
Priority Automobile Improvements
Existing Intersection Improvements:
• San Juan Rd.
• Haggin Ave.
• El Camino Ave.
• Del Paso Blvd.

I-37

DRIVING IMPROVEMENTS
As you drive along Northgate Blvd, are there other issues or challenges that you experience while driving that you would like to improve? • Cars traveling at high speeds and ignoring speed bumps. • Drivers running lights, speeding.
• Protected turn lanes especially at the intersection of Jefferson. • Medians might help with the dangerous drivers who are always in a hurry. • Lighting! It is horrible driving at night on Northgate Blvd. • Lower speed limits. "Improving traffic flow" usually just leads to wider lanes and more danger
ous cities, let's not make that happen here.

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DRIVING IMPROVEMENTS
As you drive along Northgate Blvd, are there other issues or challenges that you experience while driving that you would like to improve? • Reduce the number of used car lots on Northgate.
• More lighting outside of the businesses for people to see. • Northgate does not have a place that marks Northgate as a destination. The street is ugly
and there are not places that are pleasant to sit outside of a business. • Outdoor plaza for consumers to hangout after buying food. • Permanent location for food trucks/vendors.

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ECONOMIC DEVELOPMENT IMPROVEMENTS
Outdoor Retail and Commerce
69% (80)
Wayfinding and Signage
63% (73)
There is a strong interest in supporting economic development and local businesses. About 69% of respondents supported wider sidewalks for outdoor retail and commerce.

Fig R: Community Identified Economic Development Improvements I-40

ECONOMIC DEVELOPMENT IMPROVEMENTS
Fig R: Community Identified Economic Development Improvements Priority Wayfinding and Signage Improvements
• Around the San Juan Intersection
• Around the El Camino Intersection
• Arden-Garden Connector Intersection
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ECONOMIC DEVELOPMENT IMPROVEMENTS
Are there other improvements or opportunities to support local businesses, destinations, and guide economic development that you think are important? • Adequate free parking.
• At the site of the new mural, would be great to set a seating area for all the Taco Truck custo
mers. Maybe a small stage for events.
• Building, parking lot, fencing and property improvements. • Clean up the area so that folks will be encouraged to shop and eat and even mingle.

Mayb
e even include some mini parks - green space with a bench or some shade - not places where people will necessarily hang out like at a regular park, but a sort of resting and chatting space perhaps.
• More traffic cameras!
• Tree canopy is a must for this area.

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CELEBRATING COMMUNITY IDENTITY
Natural Elements to Improve Water Celebrate Community Identity 74% (95) 68% (88)
There is a strong interest in adding natural features and art along Northgate Blvd. 74% of respondents supported adding natural elements to create a sense of place.

Fig S: Community Identified Identity Improvements
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CELEBRATING COMMUNITY IDENTITY
Fig S: Community Identified Identity Improvements
Priority Art Improvements
• Around the Rosin Intersection
• Around the El Camino Intersection and Alethea Elementary • Around Garden Valley Elementary
• Around the San Juan Intersection
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CELEBRATING COMMUNITY IDENTITY
Are there other opportunities to celebrate community identity that are important to you?
• Consult with local artists.
• Convert one of the empty fields into a vendor's market with benches, shaded area and art. A
place to meet.
• Ethnic food truck parks that are clean, safe and well-lit at night. • I love the idea of murals to brighten and rejuvenate the area and celebrate the primari
ly Latino culture of this corridor. Flags would also be a nice touch perhaps.

And some sort of annual event on Northgate Blvd. Fulton Avenue has the annual Cruise Fest. Perhaps Northgate could have an annual something or another that celebrates the heritage and potentially brings people in to learn more. Something that goes beyond a movie in the park.

I-45

CELEBRATING COMMUNITY IDENTITY
Are there other opportunities to celebrate community identity that are important to you?
• I think something that speaks to the history and diverse culture would bring unity to the
area.
• Replace the barbed wire fencing with wall of art.
• Some pictures/plaques with historical photos and information. Northgate was heavily liv
ed in by migrant farm workers.

I-46

ADDITIONAL IDEAS OR COMMENTS
Additional Comments
• Anything helps. We do want Northgate to become a corridor for commuters to bypass 5 to ge
t to the North Natomas.
• Better passageways for services for parks, need more lighting and more security, need to be saf
er.
• Bury overhead wires to improve appearance of Northgate Blvd. • I think the main problem in Northgate right now is safety or security and too many homel
ess in the area.
• I would really like to see this corridor become a viable business district and perhaps inc
lude an art center or some similar type of space”
• It would be nice to have a drinking fountain in the area of Northgate and Garden High
way. Currently there is an open grass field. It would be cool to see that corner in a more natural settings. Maybe paths through the area. • Save the Oak trees please!
APPENDIX D-1

NORTHGA TE BOULEVARD

TRANSPORT A TION PLAN

APPENDIX D

WALKING WORKSHOP

SUMMARY
OCT 30, 2021

APPENDIX D-2

OVERVIEW
• A walking workshop was held on October 30th, 2021.
• Approximately 10 people attended this in-person event. • This tour of Northgate Blvd. was developed as one of the many ways to gather comm
unity input.
• A walking tour guidebook w as prepared that included the walking route and questionnaires to record observations made by the community.

APPENDIX D-3
WALKING WORKSHOP – LOCATIONS
• 4 observation stops were included in the workshop:

A. Smythe Academy: Northgate Blvd. and Haggi n Ave.

B. El Camino Ave. Intersection
C. Jefferson Ave/Arden Garden Connector Intersection
D. Northgate Shopping Center – Drive way ins/outs

APPENDIX D-4
WALKING WORKSHOP – LOCATIONS OBSERVED
• 3 additional locations were identified by the community:

E. Jedidiah Smith Trail
F. Northfield Drive
G. Walk along Northgate Blvd. between El Camino
Av
e. and Arden Garden
E
F
G

APPENDIX D-5
LOCATION A – SMYTHE ACADEMY
• Significant amount of trash along the sidewalk, caught against fences. • Very narrow sidewalk.
• Rolled curb made it feel inviting for vehicles to drive onto sidewalk. • Vehicles traveling fast, loud, can feel them.
• Mud built up on the sidewalk between the curb near Smythe.

E
F
G

APPENDIX D-6
LOCATION A – SMYTHE ACADEMY
• No shade on this portion of the Blvd.
• School circulation issues at drop-of f/pick-up.
• Observed motorists driving in the bike lane.
• Obstructions in sidewalk (utility poles) as well as overgrown plants on fences make it im
possible for two people to walk side-by-side.

E
F
G

APPENDIX D-7
LOCATION B – EL CAMINO AVE.
• Ped signal wasn’t long enough for the group to cross, let alone children, older adults, and di
sabled.
• Part of the problem is that peds must wait a couple of seconds after the ped signal to cr
oss to make sure all motorists stop.
• Motorists make right turn on red without watching for pedestrians. • Not enough space on corners to allow pedestrians to wait, and when they are waiting, fee
l very close to traffic.

E
F
G

APPENDIX D-8
LOCATION C – JEFFERSON AVE. / ARDEN GARDEN
• Concern about speed through the intersection as vehicles travel down the slope.

Obse
rved vehicle speeding from westbound Arden-Garden onto northbound Northgate.
• Concern about unprotected left in both directions but especially southbound Northgate
onto Jefferson, compounded by the high speeds on northbound Northgate.

E
F
G

APPENDIX D-9
LOCATION C – JEFFERSON AVE. / ARDEN GARDEN
• Observe vehicles not yielding to through movement when making a left turn – turn ing vehicles are so focused on oncoming traffic that they do not look for bikes and peds. • If motorist yields properly, sometimes sit for several signal cycles. • While on the walk, we observed a red light runner.

E
F
G

APPENDIX D-10
LOCATION D – NORTHGATE SHOPPING CENTER
• Driveways are heavily used.
• Motorists not watching for pedestrians at shopping center driveways. • Observed potential conflicts in the center left turn lane. • Observed people with grocery bags crossing Northgate to and from the shopping cen
ter (no crosswalk).

E
F
G

APPENDIX D-11
LOCATION D – NORTHGATE SHOPPING CENTER
• Observed speeding and motorists driving across parking lanes within the shopping ce
nter parking lot.
• At north end of shopping center, along El Camino, bike lane narrows significantly and obse
rved conflicts with vehicles turning right onto Northgate.

E
F
G

APPENDIX D-12
LOCATION E – JEDIDIAH SMITH TRAIL
• This location wasn’t part of the walking workshop, but it was pointed out as a barrier to accessing the
shared use paths along the river.
• Access to the Ninos Parkway is on the west side of Northgate. • It is uncomfortable (possibly illegal with the double yellow centerline) to cross Northgate on a bike at this location to connect from American River to Ninos Parkway. • To
travel north on Northgate people ride against southbound traffic on the narrow sidewalk.
• The desire is to get to Garden Hwy/Jefferson to connect to Nino Parkway.

E
F
G

APPENDIX D-13
LOCATION F – NORTHFIELD DR. INTERSECTION
• Desire to improve comfort along Northfield to connect to Mutual Housing. • Concerns about the motorhomes parked along Northfield. • It was said that 5-600 kids living at Mutual Housing, highest density of children in the region.
• More housing proposed along Northfield.

E
F
G

APPENDIX D-14
LOCATION G – BETWEEN EL CAMINO AVE. & ARDEN GARDEN
• Noisy.
• Can feel the wind of the trucks traveling by, they feel close, even closer to the people using
bike lanes.
• There are a lot of roots breaking up sidewalks.
• There aren’t many visual queues looking up the Blvd. to encourage motorists to slow down.

E
F
G

APPENDIX D-15
LOCATION G – BETWEEN EL CAMINO AVE. & ARDEN GARDEN
• No amenities at bus stops.
• Long distance without crosswalk, people driving across the street from one parking lot to anothe
r.
• Crossing the stop controlled side streets is uncomfortable.

E
F
G

APPENDIX D-16

GENERAL OBSERVATIONS
• The group expressed that they like the PHB on El
Camino
Ave near Del Paso
• This group liked the idea of a road diet, but recognize the
need for community driven advocacy to garner wide
support
• One participant reported that Northgate was once two
lanes

APPENDIX E-1

NORTHGA TE BOULEVARD

TRANSPORT A TION PLAN

TRAFFIC COUNTS

APPENDIX E

Appendix: 2021 Traffic Counts
The following pages contains data collected Fall 2021
Speed and Average Daily Traffic data were recorded at key intersections along Northgate Boulevard. Hourly counts were collected North of (N/O) and South of (S/O) to estimate average speed and volume at the following intersections:
- Rosin (N/O and S/O)
- Haggin (N/O and S/O)
- Jefferson (N/O and S/O)
Turn Movement Counts (TMC) record vehicle, pedestrian, and bicycle moving North, South, East, and West at key
intersections on Northgate and Freeport Boulevard. TMC were used as a means of estimating ADT at the following
intersections
:
- Northgate and San Juan
- Northgate and Haggin
- Northgate and El Camino
- Northgate and Arden Garden Connector
- Freeport and Oregon
Parking Occupancy data was collected at Freeport Boulevard for all 34 blockfaces that allow parking. Counts were
conducted from 7:00 - 8:30 AM and 4:00 - 5:30 PM.

Day: City: Sacramento
Date: Project #: CA21_070164_005
Time < 15 15 - 19 20 - 24 25 - 29 30 - 34 35 - 39 40 - 44 45 - 49 50 - 54 55 - 59 60 - 64 65 - 69 70 + Total 00:00 AM 0 1 4 10 51 74 60 44 14 1 0 0 0 259
01:00 0 1 2 5 31 42 47 36 11 1 1 1 1 179
02:00 2 2 1 14 40 54 44 27 5 5 0 0 0 194
03:00 0 2 1 8 25 39 53 26 11 8 0 0 1 174
04:00 1 0 1 5 43 84 74 47 22 10 1 0 0 288
05:00 0 0 1 20 101 166 188 87 35 9 2 0 0 609
06:00 0 6 8 82 203 306 237 108 28 11 2 1 0 992
07:00 22 27 62 168 524 647 302 90 28 3 4 0 0 1877
08:00 20 44 87 186 470 554 279 112 13 2 0 1 0 1768
09:00 6 20 72 194 463 428 210 86 18 8 2 0 0 1507
10:00 23 27 86 187 461 489 224 75 29 12 9 4 3 1629
11:00 28 50 119 261 581 518 231 40 13 2 1 0 0 1844
12:00 PM 25 39 106 304 628 587 234 69 17 3 0 0 0 2012
13:00 15 32 100 266 546 566 318 96 15 4 0 0 0 1958
14:00 55 56 125 265 627 641 265 78 14 3 1 0 0 2130
15:00 63 96 124 245 656 669 340 118 32 5 0 0 0 2348
16:00 61 69 135 261 695 751 304 103 20 8 1 0 0 2408
17:00 44 56 123 267 599 657 345 137 36 13 3 3 0 2283
18:00 12 20 49 121 429 568 366 155 53 17 3 2 0 1795
19:00 10 17 50 122 401 523 295 116 29 13 3 0 0 1579
20:00 4 5 12 103 296 405 298 108 30 9 0 0 0 1270
21:00 0 5 5 60 179 312 228 105 31 6 1 0 0 932
22:00 0 4 8 34 139 233 172 81 20 5 2 2 0 700
23:00 0 2 6 34 90 130 122 58 14 6 1 0 0 463
391 581 1287 3222 8278 9443 5236 2002 538 164 37 14 5 31198 1% 2% 4% 10% 27% 30% 17% 6% 2% 1% 0% 0% 0% 100%
102 180 444 1140 2993 3401 1949 778 227 72 22 7 5 11320 0% 1% 1% 4% 10% 11% 6% 2% 1% 0% 0% 0% 0% 36%
11:00 11:00 11:00 11:00 11:00 07:00 07:00 08:00 05:00 10:00 10:00 10:00 10:00 07:00 28 50 119 261 581 647 302 112 35 12 9 4 3 1877
289 401 843 2082 5285 6042 3287 1224 311 92 15 7 0 19878 1% 1% 3% 7% 17% 19% 11% 4% 1% 0% 0% 0% 64%
15:00 15:00 16:00 12:00 16:00 16:00 18:00 18:00 18:00 18:00 17:00 17:00 16:00 63 96 135 304 695 751 366 155 53 17 3 3 2408
AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes
Volume % Volume % Volume % Volume %
3645 12% 3970 13% 4691 15% 18892 61%
Summary
ADT
31198
PercentilesStreet Name
Northgate Blvd
85th
43 95th
48 50th
36 Average
36 15th Direction
29 Prepared by National Data & Surveying Services
SPEED
Northgate Blvd N/O Rosin Ct
9/23/2021
Summary
Totals
% of Totals
AM Volumes
% AM
AM Peak Hour
All Speeds
Thursday
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Directional Peak Periods
Prepared by NDS/ATD
Day: City: Sacramento
Date: Project #: CA21_070164_005

NB SB EB WB
15,522 15,676 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 37 32 0 0 69 251 290 0 0 541
00:15 37 37 0 0 74 255 252 0 0 507
00:30 35 26 0 0 61 263 232 0 0 495
00:45 30 139 25 120 0 0 55 259 241 1010 228 1002 0 0 469 2012 01:00 22 30 0 0 52 262 230 0 0 492
01:15 24 29 0 0 53 231 253 0 0 484
01:30 15 21 0 0 36 262 230 0 0 492
01:45 16 77 22 102 0 0 38 179 259 1014 231 944 0 0 490 1958 02:00 21 19 0 0 40 238 276 0 0 514
02:15 31 28 0 0 59 237 271 0 0 508
02:30 34 28 0 0 62 219 288 0 0 507
02:45 13 99 20 95 0 0 33 194 282 976 319 1154 0 0 601 2130 03:00 20 13 0 0 33 269 292 0 0 561
03:15 25 14 0 0 39 265 311 0 0 576
03:30 26 23 0 0 49 276 326 0 0 602
03:45 26 97 27 77 0 0 53 174 291 1101 318 1247 0 0 609 2348 04:00 38 18 0 0 56 306 318 0 0 624
04:15 26 21 0 0 47 286 314 0 0 600
04:30 54 31 0 0 85 321 322 0 0 643
04:45 62 180 38 108 0 0 100 288 263 1176 278 1232 0 0 541 2408 05:00 64 47 0 0 111 287 343 0 0 630
05:15 82 34 0 0 116 265 299 0 0 564
05:30 149 38 0 0 187 291 288 0 0 579
05:45 134 429 61 180 0 0 195 609 252 1095 258 1188 0 0 510 2283 06:00 115 83 0 0 198 195 272 0 0 467
06:15 166 68 0 0 234 222 233 0 0 455
06:30 160 93 0 0 253 235 214 0 0 449
06:45 169 610 138 382 0 0 307 992 207 859 217 936 0 0 424 1795 07:00 171 122 0 0 293 201 228 0 0 429
07:15 242 201 0 0 443 181 207 0 0 388
07:30 299 237 0 0 536 193 209 0 0 402
07:45 330 1042 275 835 0 0 605 1877 187 762 173 817 0 0 360 1579 08:00 251 260 0 0 511 149 171 0 0 320
08:15 205 247 0 0 452 146 161 0 0 307
08:30 205 219 0 0 424 152 168 0 0 320
08:45 206 867 175 901 0 0 381 1768 154 601 169 669 0 0 323 1270 09:00 166 189 0 0 355 131 152 0 0 283
09:15 208 172 0 0 380 110 103 0 0 213
09:30 194 199 0 0 393 94 124 0 0 218
09:45 178 746 201 761 0 0 379 1507 94 429 124 503 0 0 218 932 10:00 167 228 0 0 395 84 124 0 0 208
10:15 175 189 0 0 364 88 87 0 0 175
10:30 190 211 0 0 401 87 82 0 0 169
10:45 247 779 222 850 0 0 469 1629 67 326 81 374 0 0 148 700 11:00 190 230 0 0 420 64 63 0 0 127
11:15 197 255 0 0 452 71 67 0 0 138
11:30 240 241 0 0 481 38 55 0 0 93
11:45 252 879 239 965 0 0 491 1844 56 229 49 234 0 0 105 463 TOTALS 5944 5376 11320 9578 10300 19878
SPLIT % 52.5% 47.5% 36.3% 48.2% 51.8% 63.7%

NB SB EB WB
15,522 15,676 0 0
AM Peak Hour 07:15 11:15 07:30 15:45 15:30 15:45
AM Pk Volume 1122 1025 2104 1204 1276 2476
Pk Hr Factor 0.850 0.884 0.869 0.938 0.979 0.963
7 - 9 Volume 1909 1736 0 0 3645 2271 2420 0 0 4691
7 - 9 Peak Hour 07:15 07:30 07:30 16:00 16:15 16:15
7 - 9 Pk Volume 1122 1019 0 0 2104 1176 1257 0 0 2414
Pk Hr Factor 0.850 0.926 0.000 0.000 0.869 0.916 0.916 0.000 0.000 0.939 Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
31,198
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by National Data & Surveying Services
VOLUME
Northgate Blvd N/O Rosin Ct
Thursday
9/23/2021
DAILY TOTALS Total
31,198
Project #: CA21_070164_005 City: Sacramento
Location: Date: 9/23/2021
Prepared by NDS/ATD
Northgate Blvd N/O Rosin Ct
0 200
400
600
800
1000
1200
1400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Vehicles

NB SB EB WB
Day: City: Sacramento
Date: Project #: CA21_070164_006
Time < 15 15 - 19 20 - 24 25 - 29 30 - 34 35 - 39 40 - 44 45 - 49 50 - 54 55 - 59 60 - 64 65 - 69 70 + Total 00:00 AM 5 18 15 25 49 68 50 15 6 1 0 0 0 252
01:00 10 15 11 21 31 36 45 13 3 2 1 0 0 188
02:00 6 14 11 14 47 42 28 11 6 2 0 0 0 181
03:00 5 4 2 9 20 43 44 21 11 1 0 0 0 160
04:00 4 7 3 7 40 67 66 31 14 3 0 0 0 242
05:00 4 7 11 36 103 180 136 69 16 6 1 0 0 569
06:00 15 37 34 100 191 254 191 66 27 8 0 0 0 923
07:00 83 105 138 247 402 378 209 56 11 3 1 0 0 1633
08:00 55 125 157 206 420 421 208 69 24 2 1 0 0 1688
09:00 48 79 97 157 330 400 159 58 6 4 0 0 0 1338
10:00 68 96 128 181 407 375 141 41 5 1 1 0 0 1444
11:00 86 104 135 209 443 425 166 35 8 3 2 0 0 1616
12:00 PM 83 103 136 232 509 491 198 61 10 0 0 0 0 1823
13:00 59 103 118 191 450 539 265 86 14 0 2 0 0 1827
14:00 56 89 150 259 562 630 248 54 9 2 0 0 0 2059
15:00 84 135 188 265 582 650 287 83 11 5 0 0 0 2290
16:00 68 116 150 261 606 658 268 87 8 4 2 1 0 2229
17:00 63 107 120 240 553 714 290 96 18 3 0 0 0 2204
18:00 46 79 84 194 426 562 278 105 28 4 2 0 0 1808
19:00 21 52 92 182 485 462 193 65 14 4 1 0 0 1571
20:00 8 46 53 154 352 382 197 58 9 1 0 1 0 1261
21:00 10 31 38 101 250 293 161 49 9 5 0 0 0 947
22:00 6 33 34 66 195 209 132 39 9 0 3 0 0 726
23:00 8 28 21 37 92 134 77 34 9 0 0 0 0 440
901 1533 1926 3394 7545 8413 4037 1302 285 64 17 2 29419 3% 5% 7% 12% 26% 29% 14% 4% 1% 0% 0% 0% 100%
389 611 742 1212 2483 2689 1443 485 137 36 7 0 0 10234
1% 2% 3% 4% 8% 9% 5% 2% 0% 0% 0% 35%
11:00 08:00 08:00 07:00 11:00 11:00 07:00 05:00 06:00 06:00 11:00 08:
00 86 125 157 247 443 425 209 69 27 8 2 168
8 512 922 1184 2182 5062 5724 2594 817 148 28 10 2 0 19185 2% 3% 4% 7% 17% 19% 9% 3% 1% 0% 0% 0% 65%
15:00 15:00 15:00 15:00 16:00 17:00 17:00 18:00 18:00 15:00 22:00 16:00 15:00 84 135 188 265 606 714 290 105 28 5 3 1 229
0 AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes
Volume % Volume % Volume % Volume %
3321 11% 3650 12% 4433 15% 18015 61%
Summary
ADT
29419
PercentilesStreet Name
Northgate Blvd
85th
42 95th
46 50th
35 Average
34 15th Direction
25 Prepared by National Data & Surveying Services
SPEED
Northgate Blvd S/O Rosin Ct
9/23/2021
Summary
Totals
% of Totals
AM Volumes
% AM
AM Peak Hour
All Speeds
Thursday
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Directional Peak Periods
Prepared by NDS/ATD
Day: City: Sacramento
Date: Project #: CA21_070164_006

NB SB EB WB
14,830 14,589 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 36 24 0 0 60 217 258 0 0 475
00:15 29 37 0 0 66 229 225 0 0 454
00:30 37 27 0 0 64 253 218 0 0 471
00:45 31 133 31 119 0 0 62 252 218 917 205 906 0 0 423 1823 01:00 19 30 0 0 49 237 216 0 0 453
01:15 19 35 0 0 54 217 239 0 0 456
01:30 18 24 0 0 42 255 216 0 0 471
01:45 24 80 19 108 0 0 43 188 244 953 203 874 0 0 447 1827 02:00 22 22 0 0 44 221 259 0 0 480
02:15 31 23 0 0 54 238 255 0 0 493
02:30 29 17 0 0 46 227 289 0 0 516
02:45 13 95 24 86 0 0 37 181 278 964 292 1095 0 0 570 2059 03:00 11 16 0 0 27 267 312 0 0 579
03:15 27 17 0 0 44 241 301 0 0 542
03:30 28 14 0 0 42 273 313 0 0 586
03:45 19 85 28 75 0 0 47 160 272 1053 311 1237 0 0 583 2290 04:00 28 13 0 0 41 246 298 0 0 544
04:15 21 15 0 0 36 245 301 0 0 546
04:30 51 31 0 0 82 289 306 0 0 595
04:45 54 154 29 88 0 0 83 242 256 1036 288 1193 0 0 544 2229 05:00 69 40 0 0 109 249 356 0 0 605
05:15 79 22 0 0 101 248 287 0 0 535
05:30 152 29 0 0 181 274 288 0 0 562
05:45 122 422 56 147 0 0 178 569 241 1012 261 1192 0 0 502 2204 06:00 125 81 0 0 206 228 270 0 0 498
06:15 162 49 0 0 211 220 232 0 0 452
06:30 152 78 0 0 230 219 214 0 0 433
06:45 176 615 100 308 0 0 276 923 208 875 217 933 0 0 425 1808 07:00 180 107 0 0 287 190 222 0 0 412
07:15 207 148 0 0 355 187 204 0 0 391
07:30 269 198 0 0 467 187 196 0 0 383
07:45 297 953 227 680 0 0 524 1633 193 757 192 814 0 0 385 1571 08:00 273 251 0 0 524 148 172 0 0 320
08:15 218 190 0 0 408 148 150 0 0 298
08:30 210 170 0 0 380 143 171 0 0 314
08:45 207 908 169 780 0 0 376 1688 167 606 162 655 0 0 329 1261 09:00 149 182 0 0 331 125 158 0 0 283
09:15 150 175 0 0 325 106 110 0 0 216
09:30 179 146 0 0 325 109 120 0 0 229
09:45 172 650 185 688 0 0 357 1338 103 443 116 504 0 0 219 947 10:00 175 168 0 0 343 79 129 0 0 208
10:15 156 180 0 0 336 102 87 0 0 189
10:30 193 152 0 0 345 78 99 0 0 177
10:45 220 744 200 700 0 0 420 1444 70 329 82 397 0 0 152 726 11:00 190 184 0 0 374 57 62 0 0 119
11:15 196 174 0 0 370 67 61 0 0 128
11:30 219 232 0 0 451 36 63 0 0 99
11:45 232 837 189 779 0 0 421 1616 49 209 45 231 0 0 94 440 TOTALS 5676 4558 10234 9154 10031 19185
SPLIT % 55.5% 44.5% 34.8% 47.7% 52.3% 65.2%

NB SB EB WB
14,830 14,589 0 0
AM Peak Hour 07:30 11:30 07:30 14:45 16:15 15:00
AM Pk Volume 1057 904 1923 1059 1251 2290
Pk Hr Factor 0.890 0.876 0.917 0.952 0.879 0.977
7 - 9 Volume 1861 1460 0 0 3321 2048 2385 0 0 4433
7 - 9 Peak Hour 07:30 07:30 07:30 16:30 16:15 16:15
7 - 9 Pk Volume 1057 866 0 0 1923 1042 1251 0 0 2290
Pk Hr Factor 0.890 0.863 0.000 0.000 0.917 0.901 0.879 0.000 0.000 0.946 Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
29,419
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by National Data & Surveying Services
VOLUME
Northgate Blvd S/O Rosin Ct
Thursday
9/23/2021
DAILY TOTALS Total
29,419
Project #: CA21_070164_006 City: Sacramento
Location: Date: 9/23/2021
Prepared by NDS/ATD
Northgate Blvd S/O Rosin Ct
0 200
400
600
800
1000
1200
1400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Vehicles

NB SB EB WB
Day: City: Sacramento
Date: Project #: CA21_070164_003
Time < 15 15 - 19 20 - 24 25 - 29 30 - 34 35 - 39 40 - 44 45 - 49 50 - 54 55 - 59 60 - 64 65 - 69 70 + Total 00:00 AM 0 0 1 3 6 23 45 32 20 7 2 1 0 140
01:00 0 0 2 3 13 17 34 28 8 4 1 0 0 110
02:00 0 0 1 0 5 16 23 18 10 2 1 0 0 76
03:00 0 0 0 2 4 18 29 30 7 2 2 1 0 95
04:00 0 1 1 4 5 16 29 46 18 8 5 0 0 133
05:00 1 0 3 4 20 57 91 70 41 15 7 0 0 309
06:00 1 2 4 12 50 121 186 133 50 20 2 0 0 581
07:00 4 11 21 77 175 354 341 210 47 14 2 0 0 1256
08:00 4 12 33 80 172 363 365 164 50 16 2 0 0 1261
09:00 1 3 9 19 114 279 355 226 76 13 5 1 0 1101
10:00 3 5 18 29 91 302 364 214 55 16 7 1 0 1105
11:00 8 4 13 62 211 410 415 160 41 7 2 1 0 1334
12:00 PM 9 15 37 108 312 498 395 170 44 7 2 0 0 1597
13:00 1 6 19 86 218 489 467 197 67 13 2 0 0 1565
14:00 4 8 18 51 212 463 510 226 84 14 2 0 0 1592
15:00 12 9 20 93 273 520 522 228 63 13 5 0 0 1758
16:00 6 12 26 67 224 533 576 250 70 25 1 1 0 1791
17:00 2 2 26 78 316 571 586 285 52 17 6 1 0 1942
18:00 11 7 28 67 241 519 459 190 59 13 0 1 0 1595
19:00 4 4 19 36 137 306 367 200 37 11 3 0 0 1124
20:00 0 4 8 12 85 211 277 160 41 9 7 0 0 814
21:00 2 2 2 14 62 136 206 129 56 12 5 0 0 626
22:00 1 0 5 4 23 83 155 101 52 10 0 2 0 436
23:00 0 0 4 2 11 51 85 59 20 7 2 0 0 241
74 107 318 913 2980 6356 6882 3526 1068 275 73 10 22582 0% 0% 1% 4% 13% 28% 30% 16% 5% 1% 0% 0% 100%
22 38 106 295 866 1976 2277 1331 423 124 38 5 0 7501
0% 0% 0% 1% 4% 9% 10% 6% 2% 1% 0% 0% 33%
11:00 08:00 08:00 08:00 11:00 11:00 11:00 09:00 09:00 06:00 05:00 11:00 8 12 33 80 211 410 415 226 76 20 7 1 1334
52 69 212 618 2114 4380 4605 2195 645 151 35 5 0 15081
0% 0% 1% 3% 9% 19% 20% 10% 3% 1% 0% 0% 67%
15:00 12:00 12:00 12:00 17:00 17:00 17:00 17:00 14:00 16:00 20:00 22:00 17:00 12 15 37 108 316 571 586 285 84 25 7 2 1942
AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes
Volume % Volume % Volume % Volume %
2517 11% 3162 14% 3733 17% 13170 58%
Summary
All Speeds
Thursday
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Directional Peak Periods
Totals
% of Totals
AM Volumes
% AM
AM Peak Hour
Prepared by National Data & Surveying Services
SPEED
Northgate Blvd N/O Haggin Ave
10/28/2021
Summary
40 Average
40 15th Direction
33 ADT
22582
PercentilesStreet Name
Northgate Blvd
85th
47 95th
51 50th
Prepared by NDS/ATD
Day: City: Sacramento
Date: Project #: CA21_070164_003

NB SB EB WB
11,318 11,264 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 15 22 0 0 37 190 163 0 0 353
00:15 19 17 0 0 36 168 215 0 0 383
00:30 17 19 0 0 36 179 218 0 0 397
00:45 15 66 16 74 0 0 31 140 284 821 180 776 0 0 464 1597 01:00 11 19 0 0 30 202 223 0 0 425
01:15 17 13 0 0 30 175 202 0 0 377
01:30 18 9 0 0 27 202 188 0 0 390
01:45 10 56 13 54 0 0 23 110 184 763 189 802 0 0 373 1565 02:00 13 7 0 0 20 193 200 0 0 393
02:15 4 11 0 0 15 194 187 0 0 381
02:30 8 11 0 0 19 187 199 0 0 386
02:45 10 35 12 41 0 0 22 76 235 809 197 783 0 0 432 1592 03:00 7 14 0 0 21 212 212 0 0 424
03:15 10 11 0 0 21 229 213 0 0 442
03:30 12 18 0 0 30 227 229 0 0 456
03:45 9 38 14 57 0 0 23 95 215 883 221 875 0 0 436 1758 04:00 19 15 0 0 34 226 244 0 0 470
04:15 6 10 0 0 16 226 212 0 0 438
04:30 21 24 0 0 45 230 214 0 0 444
04:45 17 63 21 70 0 0 38 133 241 923 198 868 0 0 439 1791 05:00 26 27 0 0 53 236 253 0 0 489
05:15 29 31 0 0 60 275 262 0 0 537
05:30 49 54 0 0 103 264 213 0 0 477
05:45 52 156 41 153 0 0 93 309 236 1011 203 931 0 0 439 1942 06:00 60 50 0 0 110 224 214 0 0 438
06:15 73 70 0 0 143 213 183 0 0 396
06:30 72 80 0 0 152 182 192 0 0 374
06:45 90 295 86 286 0 0 176 581 187 806 200 789 0 0 387 1595 07:00 100 121 0 0 221 183 141 0 0 324
07:15 118 127 0 0 245 148 127 0 0 275
07:30 140 209 0 0 349 135 147 0 0 282
07:45 203 561 238 695 0 0 441 1256 137 603 106 521 0 0 243 1124 08:00 187 218 0 0 405 117 102 0 0 219
08:15 140 165 0 0 305 118 82 0 0 200
08:30 116 144 0 0 260 113 103 0 0 216
08:45 150 593 141 668 0 0 291 1261 89 437 90 377 0 0 179 814 09:00 139 157 0 0 296 90 88 0 0 178
09:15 121 173 0 0 294 98 65 0 0 163
09:30 111 134 0 0 245 68 67 0 0 135
09:45 130 501 136 600 0 0 266 1101 84 340 66 286 0 0 150 626 10:00 135 142 0 0 277 66 78 0 0 144
10:15 134 133 0 0 267 58 47 0 0 105
10:30 131 151 0 0 282 60 48 0 0 108
10:45 122 522 157 583 0 0 279 1105 35 219 44 217 0 0 79 436 11:00 167 159 0 0 326 39 26 0 0 65
11:15 154 138 0 0 292 37 36 0 0 73
11:30 180 186 0 0 366 33 16 0 0 49
11:45 175 676 175 658 0 0 350 1334 32 141 22 100 0 0 54 241 TOTALS 3562 3939 7501 7756 7325 15081
SPLIT % 47.5% 52.5% 33.2% 51.4% 48.6% 66.8%

NB SB EB WB
11,318 11,264 0 0
AM Peak Hour 11:30 07:30 07:30 16:45 17:00 16:45
AM Pk Volume 713 830 1500 1016 931 1942
Pk Hr Factor 0.938 0.872 0.850 0.924 0.888 0.904
7 - 9 Volume 1154 1363 0 0 2517 1934 1799 0 0 3733
7 - 9 Peak Hour 07:30 07:30 07:30 16:45 17:00 16:45
7 - 9 Pk Volume 670 830 0 0 1500 1016 931 0 0 1942
Pk Hr Factor 0.825 0.872 0.000 0.000 0.850 0.924 0.888 0.000 0.000 0.904 Prepared by National Data & Surveying Services
VOLUME
Northgate Blvd N/O Haggin Ave
Thursday
10/28/2021
DAILY TOTALS Total
22,582
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
22,582
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Project #: CA21_070164_003 City: Sacramento
Location: Date: 10/28/2021
Prepared by NDS/ATD
Northgate Blvd N/O Haggin Ave
0 200
400
600
800
1000
1200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Vehicles

NB SB EB WB
Day: City: Sacramento
Date: Project #: CA21_070164_004
Time < 15 15 - 19 20 - 24 25 - 29 30 - 34 35 - 39 40 - 44 45 - 49 50 - 54 55 - 59 60 - 64 65 - 69 70 + Total 00:00 AM 0 0 2 5 18 57 70 34 11 3 1 0 0 201
01:00 1 0 0 3 4 30 38 19 14 4 1 0 0 114
02:00 0 0 1 4 9 7 26 20 5 8 1 0 0 81
03:00 0 0 0 3 3 24 28 27 8 1 0 0 0 94
04:00 0 0 0 1 5 28 48 33 19 5 0 1 0 140
05:00 0 1 1 2 16 61 116 67 27 9 1 1 0 302
06:00 0 0 0 5 46 143 183 127 48 17 3 0 0 572
07:00 3 6 52 109 222 317 272 134 42 11 1 0 0 1169
08:00 5 14 30 77 211 403 296 135 33 10 5 0 0 1219
09:00 1 3 6 35 145 343 333 137 43 10 1 0 0 1057
10:00 1 4 15 45 194 443 390 145 19 8 2 1 0 1267
11:00 0 2 26 81 313 401 362 146 32 2 1 0 0 1366
12:00 PM 0 6 27 59 239 518 393 153 34 12 2 1 0 1444
13:00 1 4 12 54 237 498 392 155 40 16 1 0 0 1410
14:00 6 24 101 185 369 493 342 123 27 6 2 0 0 1678
15:00 3 9 29 113 319 610 538 195 47 1 0 0 0 1864
16:00 2 7 25 72 276 596 515 230 51 16 3 1 0 1794
17:00 0 1 18 78 294 616 518 241 48 18 2 1 0 1835
18:00 1 2 14 50 189 451 468 210 54 13 3 0 0 1455
19:00 0 1 10 51 213 396 394 142 26 13 5 0 0 1251
20:00 0 1 2 26 140 286 292 131 35 5 8 0 0 926
21:00 0 1 3 9 55 187 177 121 44 12 2 1 0 612
22:00 0 0 1 9 44 108 162 76 35 13 1 0 0 449
23:00 0 0 0 5 32 74 88 35 23 13 2 0 0 272
24 86 375 1081 3593 7090 6441 2836 765 226 48 7 22572
0% 0% 2% 5% 16% 31% 29% 13% 3% 1% 0% 0% 100%
11 30 133 370 1186 2257 2162 1024 301 88 17 3 0 7582
0% 0% 1% 2% 5% 10% 10% 5% 1% 0% 0% 0% 34%
08:00 08:00 07:00 07:00 11:00 10:00 10:00 11:00 06:00 06:00 08:00 04:00 11:00 5 14 52 109 313 443 390 146 48 17 5 1 1366
13 56 242 711 2407 4833 4279 1812 464 138 31 4 0 14990
0% 0% 1% 3% 11% 21% 19% 8% 2% 1% 0% 0% 66%
14:00 14:00 14:00 14:00 14:00 17:00 15:00 17:00 18:00 17:00 20:00 12:00 15:00 6 24 101 185 369 616 538 241 54 18 8 1 1864
AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes
Volume % Volume % Volume % Volume %
2388 11% 2854 13% 3629 16% 13701 61%
Summary
ADT
22572
PercentilesStreet Name
Northgate Blvd
85th
46 95th
50 50th
39 Average
39 15th Direction
33 Prepared by National Data & Surveying Services
SPEED
Northgate Blvd S/O Haggin Ave
9/23/2021
Summary
Totals
% of Totals
AM Volumes
% AM
AM Peak Hour
All Speeds
Thursday
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Directional Peak Periods
Prepared by NDS/ATD
Day: City: Sacramento
Date: Project #: CA21_070164_004

NB SB EB WB
11,563 11,009 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 31 28 0 0 59 192 174 0 0 366
00:15 29 22 0 0 51 191 173 0 0 364
00:30 37 13 0 0 50 179 176 0 0 355
00:45 18 115 23 86 0 0 41 201 176 738 183 706 0 0 359 1444 01:00 17 14 0 0 31 188 158 0 0 346
01:15 12 10 0 0 22 184 158 0 0 342
01:30 13 16 0 0 29 205 176 0 0 381
01:45 19 61 13 53 0 0 32 114 184 761 157 649 0 0 341 1410 02:00 9 15 0 0 24 197 159 0 0 356
02:15 15 7 0 0 22 204 210 0 0 414
02:30 7 12 0 0 19 197 188 0 0 385
02:45 8 39 8 42 0 0 16 81 270 868 253 810 0 0 523 1678
03:00 6 11 0 0 17 232 226 0 0 458
03:15 16 10 0 0 26 231 230 0 0 461
03:30 8 17 0 0 25 254 228 0 0 482
03:45 9 39 17 55 0 0 26 94 250 967 213 897 0 0 463 1864 04:00 10 17 0 0 27 242 216 0 0 458
04:15 14 9 0 0 23 244 194 0 0 438
04:30 11 22 0 0 33 249 220 0 0 469
04:45 27 62 30 78 0 0 57 140 235 970 194 824 0 0 429 1794 05:00 18 32 0 0 50 218 239 0 0 457
05:15 33 36 0 0 69 277 216 0 0 493
05:30 48 47 0 0 95 266 201 0 0 467
05:45 45 144 43 158 0 0 88 302 198 959 220 876 0 0 418 1835 06:00 65 69 0 0 134 202 171 0 0 373
06:15 46 73 0 0 119 201 158 0 0 359
06:30 55 73 0 0 128 191 194 0 0 385
06:45 102 268 89 304 0 0 191 572 176 770 162 685 0 0 338 1455 07:00 98 83 0 0 181 165 168 0 0 333
07:15 125 132 0 0 257 158 163 0 0 321
07:30 149 186 0 0 335 168 127 0 0 295
07:45 185 557 211 612 0 0 396 1169 166 657 136 594 0 0 302 1251 08:00 153 226 0 0 379 132 122 0 0 254
08:15 123 191 0 0 314 152 96 0 0 248
08:30 111 177 0 0 288 100 111 0 0 211
08:45 111 498 127 721 0 0 238 1219 116 500 97 426 0 0 213 926 09:00 108 113 0 0 221 84 79 0 0 163
09:15 139 119 0 0 258 89 70 0 0 159
09:30 125 161 0 0 286 76 76 0 0 152
09:45 142 514 150 543 0 0 292 1057 82 331 56 281 0 0 138 612 10:00 144 158 0 0 302 90 75 0 0 165
10:15 157 165 0 0 322 79 45 0 0 124
10:30 154 157 0 0 311 50 36 0 0 86
10:45 162 617 170 650 0 0 332 1267 44 263 30 186 0 0 74 449 11:00 171 159 0 0 330 44 38 0 0 82
11:15 151 162 0 0 313 51 24 0 0 75
11:30 189 173 0 0 362 36 23 0 0 59
11:45 187 698 174 668 0 0 361 1366 36 167 20 105 0 0 56 272 TOTALS 3612 3970 7582 7951 7039 14990
SPLIT % 47.6% 52.4% 33.6% 53.0% 47.0% 66.4%

NB SB EB WB
11,563 11,009 0 0
AM Peak Hour 11:30 07:30 11:30 16:45 14:45 14:45
AM Pk Volume 759 814 1453 996 937 1924
Pk Hr Factor 0.988 0.900 0.992 0.899 0.926 0.920
7 - 9 Volume 1055 1333 0 0 2388 1929 1700 0 0 3629
7 - 9 Peak Hour 07:15 07:30 07:30 16:45 17:00 16:30
7 - 9 Pk Volume 612 814 0 0 1424 996 876 0 0 1848
Pk Hr Factor 0.827 0.900 0.000 0.000 0.899 0.899 0.916 0.000 0.000 0.937 Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
22,572
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by National Data & Surveying Services
VOLUME
Northgate Blvd S/O Haggin Ave
Thursday
9/23/2021
DAILY TOTALS Total
22,572
Project #: CA21_070164_004 City: Sacramento
Location: Date: 9/23/2021
Prepared by NDS/ATD
Northgate Blvd S/O Haggin Ave
0 200
400
600
800
1000
1200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Vehicles

NB SB EB WB
Day: City: Sacramento
Date: Project #: CA21_070164_001
Time < 15 15 - 19 20 - 24 25 - 29 30 - 34 35 - 39 40 - 44 45 - 49 50 - 54 55 - 59 60 - 64 65 - 69 70 + Total 00:00 AM 0 1 1 7 17 39 33 13 6 2 0 0 0 119
01:00 0 2 2 4 20 33 31 14 5 0 0 0 0 111
02:00 0 0 0 3 13 14 19 16 4 1 0 0 0 70
03:00 0 0 2 4 14 33 19 7 7 1 1 0 0 88
04:00 1 1 3 8 10 36 26 15 7 4 0 0 0 111
05:00 1 3 11 12 36 71 58 38 14 3 1 0 0 248
06:00 2 1 8 25 88 140 121 65 31 2 0 0 0 483
07:00 10 20 35 77 176 260 193 63 13 5 1 0 0 853
08:00 1 15 42 77 194 295 207 78 29 2 1 0 0 941
09:00 7 24 40 63 166 248 167 51 14 5 0 0 0 785
10:00 4 26 50 89 186 255 155 60 17 2 0 0 0 844
11:00 11 26 69 111 224 287 132 61 8 2 0 0 0 931
12:00 PM 14 28 72 134 325 321 185 49 13 4 0 0 0 1145
13:00 13 38 80 150 284 342 156 50 10 0 0 0 0 1123
14:00 15 37 95 143 297 347 201 55 17 3 1 0 0 1211
15:00 15 47 87 173 375 422 179 55 9 1 0 0 0 1363
16:00 31 65 117 192 364 388 217 54 14 3 1 0 0 1446
17:00 30 57 118 236 428 393 147 30 8 0 0 0 0 1447
18:00 20 39 100 195 358 296 116 42 4 2 0 0 0 1172
19:00 16 26 48 88 188 201 133 34 7 1 0 0 0 742
20:00 5 18 31 52 117 173 128 45 10 3 0 0 0 582
21:00 2 3 10 30 64 159 112 38 12 8 0 0 0 438
22:00 0 0 4 11 49 86 104 46 12 4 0 0 0 316
23:00 0 0 3 11 43 49 53 21 7 0 1 0 0 188
198 477 1028 1895 4036 4888 2892 1000 278 58 7 16757
1% 3% 6% 11% 24% 29% 17% 6% 2% 0% 0% 100%
37 119 263 480 1144 1711 1161 481 155 29 4 0 0 5584
0% 1% 2% 3% 7% 10% 7% 3% 1% 0% 0% 33%
11:00 10:00 11:00 11:00 11:00 08:00 08:00 08:00 06:00 07:00 03:00 08:00 11 26 69 111 224 295 207 78 31 5 1 941
161 358 765 1415 2892 3177 1731 519 123 29 3 0 0 11173
1% 2% 5% 8% 17% 19% 10% 3% 1% 0% 0% 67%
16:00 16:00 17:00 17:00 17:00 15:00 16:00 14:00 14:00 21:00 14:00 17:00 31 65 118 236 428 422 217 55 17 8 1 1447
AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes
Volume % Volume % Volume % Volume %
1794 11% 2268 14% 2893 17% 9802 58%
Summary
All Speeds
Thursday
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Directional Peak Periods
Totals
% of Totals
AM Volumes
% AM
AM Peak Hour
Prepared by National Data & Surveying Services
SPEED
Northgate Blvd N/O Garden Hwy/Jefferson Ave
10/28/2021
Summary
36 Average
35 15th Direction
27 ADT
16757
PercentilesStreet Name
Northgate Blvd
85th
43 95th
48 50th
Prepared by NDS/ATD
Day: City: Sacramento
Date: Project #: CA21_070164_001

NB SB EB WB
8,537 8,220 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 19 19 0 0 38 141 137 0 0 278
00:15 19 11 0 0 30 108 152 0 0 260
00:30 18 12 0 0 30 164 147 0 0 311
00:45 11 67 10 52 0 0 21 119 157 570 139 575 0 0 296 1145 01:00 19 13 0 0 32 136 147 0 0 283
01:15 13 9 0 0 22 134 149 0 0 283
01:30 22 16 0 0 38 144 146 0 0 290
01:45 10 64 9 47 0 0 19 111 149 563 118 560 0 0 267 1123 02:00 11 10 0 0 21 140 128 0 0 268
02:15 8 8 0 0 16 184 140 0 0 324
02:30 8 7 0 0 15 133 158 0 0 291
02:45 10 37 8 33 0 0 18 70 181 638 147 573 0 0 328 1211 03:00 7 10 0 0 17 176 155 0 0 331
03:15 8 10 0 0 18 190 150 0 0 340
03:30 8 19 0 0 27 160 167 0 0 327
03:45 7 30 19 58 0 0 26 88 203 729 162 634 0 0 365 1363 04:00 12 15 0 0 27 175 173 0 0 348
04:15 10 10 0 0 20 203 166 0 0 369
04:30 13 25 0 0 38 213 162 0 0 375
04:45 7 42 19 69 0 0 26 111 208 799 146 647 0 0 354 1446 05:00 11 25 0 0 36 201 151 0 0 352
05:15 17 39 0 0 56 254 156 0 0 410
05:30 24 46 0 0 70 226 115 0 0 341
05:45 23 75 63 173 0 0 86 248 199 880 145 567 0 0 344 1447 06:00 34 62 0 0 96 184 141 0 0 325
06:15 43 78 0 0 121 175 137 0 0 312
06:30 44 73 0 0 117 135 129 0 0 264
06:45 46 167 103 316 0 0 149 483 151 645 120 527 0 0 271 1172 07:00 43 102 0 0 145 123 91 0 0 214
07:15 73 118 0 0 191 104 89 0 0 193
07:30 67 153 0 0 220 94 83 0 0 177
07:45 126 309 171 544 0 0 297 853 86 407 72 335 0 0 158 742 08:00 107 144 0 0 251 105 60 0 0 165
08:15 92 152 0 0 244 78 64 0 0 142
08:30 87 135 0 0 222 83 48 0 0 131
08:45 111 397 113 544 0 0 224 941 81 347 63 235 0 0 144 582 09:00 96 118 0 0 214 62 52 0 0 114
09:15 83 112 0 0 195 73 45 0 0 118
09:30 75 95 0 0 170 58 42 0 0 100
09:45 93 347 113 438 0 0 206 785 60 253 46 185 0 0 106 438 10:00 96 113 0 0 209 52 40 0 0 92
10:15 108 117 0 0 225 45 32 0 0 77
10:30 97 109 0 0 206 56 37 0 0 93
10:45 96 397 108 447 0 0 204 844 30 183 24 133 0 0 54 316 11:00 121 114 0 0 235 30 18 0 0 48
11:15 117 99 0 0 216 21 25 0 0 46
11:30 121 126 0 0 247 34 15 0 0 49
11:45 120 479 113 452 0 0 233 931 27 112 18 76 0 0 45 188 TOTALS 2411 3173 5584 6126 5047 11173
SPLIT % 43.2% 56.8% 33.3% 54.8% 45.2% 66.7%

NB SB EB WB
8,537 8,220 0 0
AM Peak Hour 11:45 07:30 11:45 16:45 15:30 16:30
AM Pk Volume 533 620 1082 889 668 1491
Pk Hr Factor 0.813 0.906 0.870 0.875 0.965 0.909
7 - 9 Volume 706 1088 0 0 1794 1679 1214 0 0 2893
7 - 9 Peak Hour 07:45 07:30 07:45 16:45 16:00 16:30
7 - 9 Pk Volume 412 620 0 0 1014 889 647 0 0 1491
Pk Hr Factor 0.817 0.906 0.000 0.000 0.854 0.875 0.935 0.000 0.000 0.909 Prepared by National Data & Surveying Services
VOLUME
Northgate Blvd N/O Garden Hwy/Jefferson Ave
Thursday
10/28/2021
DAILY TOTALS Total
16,757
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
16,757
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Project #: CA21_070164_001 City: Sacramento
Location: Date: 10/28/2021
Prepared by NDS/ATD
Northgate Blvd N/O Garden Hwy/Jefferson
0 100
200
300
400
500
600
700
800
900
1000
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Vehicles

NB SB EB WB
Day: City: Sacramento
Date: Project #: CA21_070164_002
Time < 15 15 - 19 20 - 24 25 - 29 30 - 34 35 - 39 40 - 44 45 - 49 50 - 54 55 - 59 60 - 64 65 - 69 70 + Total 00:00 AM 0 0 9 20 29 39 16 4 0 0 0 0 0 117
01:00 0 0 5 14 23 35 22 2 0 1 0 0 0 102
02:00 0 0 3 11 20 18 15 2 2 0 0 0 0 71
03:00 0 0 6 12 24 26 11 2 0 0 0 0 0 81
04:00 0 1 5 14 28 37 12 5 0 1 0 0 0 103
05:00 7 8 21 33 45 49 37 12 7 2 0 0 0 221
06:00 17 18 31 61 83 115 80 30 8 2 0 0 0 445
07:00 41 47 110 161 200 207 97 33 7 2 0 0 0 905
08:00 39 56 88 157 232 230 108 28 13 0 0 0 0 951
09:00 26 33 69 134 204 184 84 20 4 1 0 0 0 759
10:00 27 45 78 158 204 203 85 26 8 1 0 0 0 835
11:00 40 44 90 193 222 217 88 19 2 0 0 0 0 915
12:00 PM 62 69 120 216 238 259 96 27 10 2 0 0 0 1099
13:00 44 56 103 199 260 255 94 25 4 0 0 0 0 1040
14:00 48 75 114 213 298 260 118 32 8 1 0 0 0 1167
15:00 40 58 133 260 367 315 111 31 5 1 0 0 0 1321
16:00 64 83 155 278 352 329 116 27 8 1 1 0 0 1414
17:00 76 111 164 292 380 324 89 23 6 0 0 0 0 1465
18:00 36 41 111 217 293 231 100 16 5 1 1 0 0 1052
19:00 10 17 57 118 158 194 85 25 1 0 0 0 0 665
20:00 0 6 25 79 150 184 99 23 2 0 0 0 0 568
21:00 0 1 12 47 105 168 53 16 4 0 1 0 0 407
22:00 0 0 5 28 89 113 62 19 2 1 0 0 0 319
23:00 0 0 3 31 57 56 29 5 1 0 0 0 0 182
577 769 1517 2946 4061 4048 1707 452 107 17 3 16204
4% 5% 9% 18% 25% 25% 11% 3% 1% 0% 0% 100%
197 252 515 968 1314 1360 655 183 51 10 0 0 0 5505
1% 2% 3% 6% 8% 8% 4% 1% 0% 0% 34%
07:00 08:00 07:00 11:00 08:00 08:00 08:00 07:00 08:00 05:00 08:
00 41 56 110 193 232 230 108 33 13 2 951
3 80 517 1002 1978 2747 2688 1052 269 56 7 3 0 0 10699
2% 3% 6% 12% 17% 17% 6% 2% 0% 0% 0% 66%
17:00 17:00 17:00 17:00 17:00 16:00 14:00 14:00 12:00 12:00 16:00 17:00 76 111 164 292 380 329 118 32 10 2 1 146
5 AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes
Volume % Volu me % Volume % Volume %
1856 11% 2139 13% 2879 18% 9330 58%
Summary
All Speeds
Thursday
Volume
PM Volumes
% PM
PM Peak Hour
Volume
Directional Peak Periods
Totals
% of Totals
AM Volumes
% AM
AM Peak Hour
Prepared by National Data & Surveying Services
SPEED
Northgate Blvd S/O Garden Hwy/Jefferson Ave
10/28/2021
Summary
33 Average
32 15th Direction
24 ADT
16204
PercentilesStreet Name
Northgate Blvd
85th
40 95th
44 50th
Prepared by NDS/ATD
Day: City: Sacramento
Date: Project #: CA21_070164_002

NB SB EB WB
8,526 7,678 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 22 21 0 0 43 150 120 0 0 270
00:15 17 7 0 0 24 116 143 0 0 259
00:30 18 9 0 0 27 152 136 0 0 288
00:45 15 72 8 45 0 0 23 117 151 569 131 530 0 0 282 1099 01:00 20 13 0 0 33 127 137 0 0 264
01:15 12 4 0 0 16 127 133 0 0 260
01:30 22 11 0 0 33 143 122 0 0 265
01:45 12 66 8 36 0 0 20 102 138 535 113 505 0 0 251 1040 02:00 11 10 0 0 21 137 119 0 0 256
02:15 8 6 0 0 14 161 153 0 0 314
02:30 8 7 0 0 15 131 157 0 0 288
02:45 14 41 7 30 0 0 21 71 171 600 138 567 0 0 309 1167 03:00 7 11 0 0 18 175 139 0 0 314
03:15 9 7 0 0 16 189 137 0 0 326
03:30 9 17 0 0 26 168 157 0 0 325
03:45 5 30 16 51 0 0 21 81 196 728 160 593 0 0 356 1321 04:00 13 16 0 0 29 185 160 0 0 345
04:15 9 8 0 0 17 197 151 0 0 348
04:30 12 21 0 0 33 217 157 0 0 374
04:45 14 48 10 55 0 0 24 103 200 799 147 615 0 0 347 1414 05:00 12 19 0 0 31 194 162 0 0 356
05:15 14 31 0 0 45 263 177 0 0 440
05:30 23 43 0 0 66 216 120 0 0 336
05:45 25 74 54 147 0 0 79 221 207 880 126 585 0 0 333 1465 06:00 35 50 0 0 85 172 121 0 0 293
06:15 44 67 0 0 111 163 119 0 0 282
06:30 37 71 0 0 108 123 111 0 0 234
06:45 49 165 92 280 0 0 141 445 140 598 103 454 0 0 243 1052 07:00 49 85 0 0 134 113 68 0 0 181
07:15 74 126 0 0 200 99 75 0 0 174
07:30 77 179 0 0 256 100 76 0 0 176
07:45 127 327 188 578 0 0 315 905 84 396 50 269 0 0 134 665 08:00 105 168 0 0 273 105 48 0 0 153
08:15 98 156 0 0 254 81 54 0 0 135
08:30 97 115 0 0 212 90 48 0 0 138
08:45 107 407 105 544 0 0 212 951 84 360 58 208 0 0 142 568 09:00 94 120 0 0 214 59 41 0 0 100
09:15 76 105 0 0 181 74 31 0 0 105
09:30 74 82 0 0 156 69 36 0 0 105
09:45 104 348 104 411 0 0 208 759 62 264 35 143 0 0 97 407 10:00 111 100 0 0 211 54 36 0 0 90
10:15 109 106 0 0 215 49 35 0 0 84
10:30 95 122 0 0 217 58 28 0 0 86
10:45 97 412 95 423 0 0 192 835 34 195 25 124 0 0 59 319 11:00 130 101 0 0 231 32 13 0 0 45
11:15 112 99 0 0 211 26 20 0 0 46
11:30 125 106 0 0 231 36 7 0 0 43
11:45 122 489 120 426 0 0 242 915 29 123 19 59 0 0 48 182 TOTALS 2479 3026 5505 6047 4652 10699
SPLIT % 45.0% 55.0% 34.0% 56.5% 43.5% 66.0%

NB SB EB WB
8,526 7,678 0 0
AM Peak Hour 11:45 07:30 07:30 17:00 16:30 16:30
AM Pk Volume 540 691 1098 880 643 1517
Pk Hr Factor 0.888 0.919 0.871 0.837 0.908 0.862
7 - 9 Volume 734 1122 0 0 1856 1679 1200 0 0 2879
7 - 9 Peak Hour 07:45 07:30 07:30 17:00 16:30 16:30
7 - 9 Pk Volume 427 691 0 0 1098 880 643 0 0 1517
Pk Hr Factor 0.841 0.919 0.000 0.000 0.871 0.837 0.908 0.000 0.000 0.862 Prepared by National Data & Surveying Services
VOLUME
Northgate Blvd S/O Garden Hwy/Jefferson Ave
Thursday
10/28/2021
DAILY TOTALS Total
16,204
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
16,204
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Project #: CA21_070164_002 City: Sacramento
Location: Date: 10/28/2021
Prepared by NDS/ATD
Northgate Blvd S/O Garden Hwy/Jefferson
0 100
200
300
400
500
600
700
800
900
1000
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Vehicles

NB SB EB WB
Prepared by National Data & Surveying Services
ID: 21-070163-004 Day:

City: Sacramento Date:

AM 131 586 107 2 AM
NOON 0 0 0 0 NOON
PM 205 744 185 31 PM

AM NOON PM PM NOON AM
1 2 2 0 0 106 0 138
2 210 0 204
0 0 0 0 2 236 0 226
207 0 226 2 TEV 2898 0 3476 0 0 0 0
155 0 224 2 PHF 0.88 0.95
229 0 217 1 0 2 2 0

AM NOON PM PM NOON AM
PM 4 247 659 182 PM
NOON 0 0 0 0 NOON
AM 1 145 642 125 AM
0 NONE
02:45 PM - 03:45 PM 1022
Northgate Blvd & San Juan Rd
Peak Hour Turning Movement Count
Northgate Blvd Thursday
SOUTHBOUND 9/23/2021
2:45 PM - 07:15 PM

PEAK HOURS
07:30 AM - 08:30 AM 989 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
591 0 387
Totals (AM) 1201 Total Bikes (AM)
San Juan Rd

EASTBOUND

WESTBOUND
San Juan Rd
480 0 662

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 1042

NORTHBOUND
Northgate Blvd
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
1 0
0 2
7 0
1 1
0 6 5
0 1
3 0
5 2
0 2
2 0
1 0
1 21
0 0
1 4
1 0
2 1
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 0
0 0
0 1
106
210
236217
224
226
205
744
185
182
659
247
0 0
00 0
0 0
0 0
0 0
0 138
204
226229
155
207
131
586
107
125
642
145

National Data & Surveying ServicesIntersection Turning Movement Count Location: Northgate Blvd & San Juan Rd
City: Sacramento Project ID:

Control: Signalized Date:

NS/EW Streets:
2 2 0 0 2 2 1 0 2 2 1 0 2 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 15 117 40 0 10 68 11 0 29 19 22 0 12 19 18 0 380 7:15 AM 17 115 26 0 27 90 14 1 30 34 25 0 56 29 36 0 500 7:30 AM 21 160 27 1 21 120 20 0 44 24 56 0 72 65 35 0 666 7:45 AM 44 192 28 0 22 157 36 0 63 37 66 0 63 57 55 0 820 8:00 AM 50 160 42 0 35 166 44 2 60 47 50 0 56 54 27 0 793 8:15 AM 30 130 28 0 29 143 31 0 40 47 57 0 35 28 21 0 619 8:30 AM 22 144 31 0 24 107 21 1 34 28 23 0 23 29 14 0 501 8:45 AM 24 105 22 1 22 97 20 1 39 24 27 0 32 22 24 0 460

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 223 1123 244 2 190 948 197 5 339 260 326 0 349 303 230 0 4739 APPROACH %'s : 14.01% 70.54% 15.33% 0.13% 14.18% 70.75% 14.70% 0.37% 36.65% 28.11% 35.24% 0.00% 39.57% 34.35% 26.08% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 145 642 125 1 107 586 131 2 207 155 229 0 226 204 138 0 2898 PEAK HR FACTOR : 0.725 0.836 0.744 0.250 0.764 0.883 0.744 0.250 0.821 0.824 0.867 0.000 0.785 0.785 0.627 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2 2 0 0 2 2 1 0 2 2 1 0 2 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:45 PM 60 189 51 0 37 190 46 8 49 42 40 0 77 50 26 0 865 3:00 PM 54 146 46 0 44 207 66 6 57 50 43 0 77 64 24 0 884 3:15 PM 74 156 45 1 65 182 45 7 61 88 83 0 37 50 22 0 916 3:30 PM 59 168 40 3 39 165 48 10 59 44 51 0 45 46 34 0 811 3:45 PM 52 181 39 1 46 220 44 7 34 33 53 0 43 54 33 0 840 4:00 PM 44 166 33 5 56 207 57 6 43 47 39 0 44 56 30 0 833 4:15 PM 54 154 35 1 34 194 48 7 47 43 55 0 39 49 28 0 788 4:30 PM 69 167 40 1 53 199 46 8 49 55 39 0 46 54 21 0 847 4:45 PM 68 168 40 0 50 180 55 4 48 49 49 0 35 50 32 0 828 5:00 PM 50 147 39 1 55 219 50 11 55 44 54 0 46 36 30 0 837 5:15 PM 56 165 36 2 46 195 52 4 43 54 53 0 44 69 12 0 831 5:30 PM 81 187 38 1 52 166 45 13 37 46 50 0 32 62 20 0 830 5:45 PM 44 168 45 1 39 172 53 7 41 37 35 0 54 54 15 0 765 6:00 PM 51 135 38 0 41 177 51 8 48 49 31 0 32 38 22 0 721 6:15 PM 49 130 27 1 29 157 42 11 35 48 34 0 39 50 29 0 681 6:30 PM 45 156 36 3 42 158 39 9 42 32 45 0 27 36 14 0 684 6:45 PM 47 131 22 1 34 126 38 5 36 37 31 0 27 58 22 0 615 7:00 PM 58 101 26 1 27 123 29 9 48 34 37 0 40 43 24 0 600

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1015 2815 676 23 789 3237 854 140 832 832 822 0 784 919 438 0 14176 APPROACH %'s : 22.41% 62.16% 14.93% 0.51% 15.72% 64.48% 17.01% 2.79% 33.47% 33.47% 33.07% 0.00% 36.62% 42.92% 20.46% 0.00% PEAK HR : 02:45 PM 284 0 0 TOTAL
PEAK HR VOL : 247 659 182 4 185 744 205 31 226 224 217 0 236 210 106 0 3476 PEAK HR FACTOR : 0.834 0.872 0.892 0.333 0.712 0.899 0.777 0.775 0.926 0.636 0.654 0.000 0.766 0.820 0.779 0.000 21-070163-004
9/23/2021
02:45 PM - 03:45 PM

0.9490.910 0.902 0.719 0.836
07:30 AM - 08:30 AM

0.884
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.865 0.836 0.890 0.811
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Northgate Blvd Northgate Blvd San Juan Rd San Juan Rd
National Data & Surveying ServicesIntersection Turning Movement Count Location: Northgate Blvd & San Juan Rd
City: Sacramento Project ID:

Control: Signalized Date:

NS/EW Streets:
2 2 0 0 2 2 1 0 2 2 1 0 2 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
7:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2
8:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 6
APPROACH %'s : 100.00% 0.00% 0.00% 0.00% 20.00% 40.00% 40.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
PEAK HR FACTOR : 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2 2 0 0 2 2 1 0 2 2 1 0 2 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:45 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
3:00 PM 0 0 0 0 1 2 0 0 0 0 0 0 1 0 0 0 4
3:15 PM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
3:30 PM 0 0 0 0 0 1 1 0 0 0 1 0 1 1 0 0 5
3:45 PM 0 0 1 0 0 0 0 0 0 1 0 0 0 1 1 0 4
4:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 3
4:15 PM 0 0 0 0 0 0 2 0 0 3 0 0 0 0 0 0 5
4:30 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
4:45 PM 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2
5:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
5:15 PM 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 3
5:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
5:45 PM 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 4
6:00 PM 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2
6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2
7:00 PM 3 0 0 0 1 0 0 0 2 0 1 0 0 2 0 0 9

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 4 3 5 1 2 4 4 1 4 6 3 0 6 7 1 0 51
APPROACH %'s : 30.77% 23.08% 38.46% 7.69% 18.18% 36.36% 36.36% 9.09% 30.77% 46.15% 23.08% 0.00% 42.86% 50.00% 7.14% 0.00% PEAK HR : 02:45 PM 284 0 0 TOTAL
PEAK HR VOL : 1 2 0 0 1 4 1 0 0 0 1 0 2 1 0 0 13
PEAK HR FACTOR : 0.250 0.500 0.000 0.000 0.250 0.500 0.250 0.000 0.000 0.000 0.250 0.000 0.500 0.250 0.000 0.000 21-070163-004
9/23/2021
02:45 PM - 03:45 PM

0.6500.375 0.500 0.250 0.375
07:30 AM - 08:30 AM

0.250
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Northgate Blvd Northgate Blvd San Juan Rd San Juan Rd
National Data & Surveying ServicesIntersection Turning
Movement CountLocation: Northgate Blvd & San Juan Rd Project ID:

City: Sacramento Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 1 0 1 0 0 1 0 0 3
7:15 AM 1 3 0 1 2 4 0 0 11
7:30 AM 1 1 0 2 0 0 1 0 5
7:45 AM 0 0 1 2 0 3 1 1 8
8:00 AM 0 0 0 2 0 2 0 0 4
8:15 AM 0 1 0 0 1 0 0 0 2
8:30 AM 1 0 0 0 1 1 0 0 3
8:45 AM 2 0 0 0 0 3 0 0 5

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 6 5 2 7 4 14 2 1 41
APPROACH %'s : 54.55% 45.45% 22.22% 77.78% 22.22% 77.78% 66.67% 33.33% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 1 2 1 6 1 5 2 1 19
PEAK HR FACTOR : 0.250 0.500 0.250 0.750 0.250 0.417 0.500 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:45 PM 2 1 4 0 4 1 0 0 12
3:00 PM 0 0 3 1 0 1 0 0 5
3:15 PM 0 1 0 0 1 0 0 0 2
3:30 PM 0 0 0 0 0 1 0 0 1
3:45 PM 0 1 1 2 1 1 0 0 6
4:00 PM 1 0 0 0 0 1 0 0 2
4:15 PM 0 1 0 0 0 0 0 0 1
4:30 PM 0 1 0 0 2 1 0 0 4
4:45 PM 0 0 0 0 0 1 0 0 1
5:00 PM 0 0 0 0 1 0 0 0 1
5:15 PM 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 1 2 0 0 0 0 3
5:45 PM 0 0 1 0 0 0 0 0 1
6:00 PM 0 0 0 0 0 0 0 0 0
6:15 PM 0 1 0 1 0 0 0 0 2
6:30 PM 0 0 1 0 0 0 0 0 1
6:45 PM 0 2 1 0 0 0 0 0 3
7:00 PM 3 0 0 0 0 0 0 0 3

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 6 8 12 6 9 7 0 0 48
APPROACH %'s : 42.86% 57.14% 66.67% 33.33% 56.25% 43.75% PEAK HR : 02:45 PM 281 -3 -3 TOTAL
PEAK HR VOL : 2 2 7 1 5 3 0 0 20
PEAK HR FACTOR : 0.250 0.500 0.438 0.250 0.313 0.750
21-070163-004
9/23/2021

0.4170.333 0.500 0.400
02:45 PM - 03:45 PM

0.5940.375
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.583 0.500 0.375
07:30 AM - 08:30 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Northgate Blvd Northgate Blvd San Juan Rd San Juan Rd
Prepared by National Data & Surveying Services
ID: 21-070163-002 Day:

City: Sacramento Date:

AM 119 558 169 0 AM
NOON 0 0 0 0 NOON
PM 140 569 142 0 PM

AM NOON PM PM NOON AM
0 2 1 0 0 164 0 146
2 261 0 148
0 0 1 0 1 101 0 55
140 0 186 1 TEV 2046 0 2835 0 0 0 0
172 0 237 2 PHF 0.92 0.94
128 0 131 0 0 1 2 0

AM NOON PM PM NOON AM
PM 0 198 652 53 PM
NOON 0 0 0 0 NOON
AM 0 54 338 19 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 741

NORTHBOUND
Northgate Blvd
Totals (NOON) Total Bikes (NOON)
NONE
432 0 360
Totals (AM) 801 Total Bikes (AM)
W El Camino Ave

EASTBOUND

WESTBOUND
W El Camino Ave
321 0 600

CONTROL
Signalized
0 NONE
04:30 PM - 05:30 PM 1002
Northgate Blvd & W El Camino Ave
Peak Hour Turning Movement Count
Northgate Blvd Thursday
SOUTHBOUND 9/23/2021
2:45 PM - 07:15 PM

PEAK HOURS
07:30 AM - 08:30 AM 624 7:00 AM - 09:00 AM

COUNT PERIODS

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
3 0
2 2
0 0
3 0
2 7
0 2 6
0 1
2 0
2 1
0 3
1 0
0 1
3 20
5 0
0 2
0 2
2 0
0 0
00 0
0 0
0 0
0 0
0 0
2 00
1 0
0 1
0 0
1 0
164
261
101131
237
186
140
569
142
53 652
198
0 0
00 0
0 0
0 0
0 0
0 146
148
55128
172
140
119
558
169
19 338
54 National Data & Surveying ServicesIntersection Turning Movement Count Location: Northgate Blvd & W El Camino Ave
City: Sacramento Project ID:

Control: Signalized Date:

NS/EW Streets:
1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 4 59 4 0 16 69 10 0 22 30 15 0 4 26 17 0 276
7:15 AM 9 60 6 0 15 105 13 0 36 40 32 0 14 38 16 0 384
7:30 AM 5 80 5 0 28 130 25 0 30 43 29 0 17 36 37 0 465
7:45 AM 17 92 5 0 55 150 33 0 29 51 33 0 8 41 42 0 556
8:00 AM 12 89 1 0 39 160 46 0 53 37 34 0 14 30 31 0 546 8:15 AM 20 77 8 0 47 118 15 0 28 41 32 0 16 41 36 0 479 8:30 AM 15 73 8 0 26 110 26 0 24 31 22 0 15 31 23 0 404 8:45 AM 11 77 8 0 24 89 16 0 26 29 25 0 18 29 26 0 378

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 93 607 45 0 250 931 184 0 248 302 222 0 106 272 228 0 3488 APPROACH %'s : 12.48% 81.48% 6.04% 0.00% 18.32% 68.21% 13.48% 0.00% 32.12% 39.12% 28.76% 0.00% 17.49% 44.88% 37.62% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 54 338 19 0 169 558 119 0 140 172 128 0 55 148 146 0 2046 PEAK HR FACTOR : 0.675 0.918 0.594 0.000 0.768 0.872 0.647 0.000 0.660 0.843 0.941 0.000 0.809 0.902 0.869 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:45 PM 37 172 15 1 48 162 52 0 47 60 48 0 17 39 39 0 737 3:00 PM 30 121 17 0 51 128 51 0 51 45 30 1 27 42 62 0 656 3:15 PM 35 135 18 0 38 149 28 0 48 70 35 0 20 46 47 0 669 3:30 PM 30 166 9 0 41 134 41 0 43 54 30 0 25 51 42 0 666 3:45 PM 29 161 14 0 44 142 41 0 50 64 31 0 26 59 41 0 702 4:00 PM 52 162 21 1 41 131 32 0 55 65 37 0 15 61 26 0 699 4:15 PM 34 173 14 0 38 119 31 0 61 72 34 0 16 55 31 0 678 4:30 PM 49 165 11 0 29 147 29 0 52 60 33 0 24 71 44 0 714 4:45 PM 40 152 14 0 32 130 33 0 47 61 30 0 23 67 40 0 669 5:00 PM 49 150 17 0 37 153 40 0 41 58 30 0 22 64 34 0 695 5:15 PM 60 185 11 0 44 139 38 0 46 58 38 1 32 59 46 0 757 5:30 PM 39 165 15 0 26 131 35 3 44 72 32 0 26 63 53 0 704 5:45 PM 44 113 6 0 36 122 34 0 43 57 33 0 18 60 45 0 611 6:00 PM 37 132 13 0 48 102 36 0 35 67 30 0 20 60 27 0 607 6:15 PM 46 124 17 0 31 104 25 0 40 45 30 0 18 48 48 0 576 6:30 PM 36 130 15 0 27 111 37 0 44 49 25 0 9 55 26 0 564 6:45 PM 23 115 13 0 36 89 44 0 34 41 25 0 13 58 28 0 519 7:00 PM 29 97 10 0 26 92 38 0 40 46 33 0 28 35 25 0 499

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 699 2618 250 2 673 2285 665 3 821 1044 584 2 379 993 704 0 11722 APPROACH %'s : 19.59% 73.35% 7.00% 0.06% 18.56% 63.02% 18.34% 0.08% 33.50% 42.59% 23.83% 0.08% 18.26% 47.83% 33.91% 0.00% PEAK HR : 04:30 PM 291 0 0 TOTAL
PEAK HR VOL : 198 652 53 0 142 569 140 0 186 237 131 1 101 261 164 0 2835 PEAK HR FACTOR : 0.825 0.881 0.779 0.000 0.807 0.930 0.875 0.000 0.894 0.971 0.862 0.250 0.789 0.919 0.891 0.000 Data - Totals
Northgate Blvd Northgate Blvd W El Camino Ave W El Camino Ave

0.901 0.863 0.887 0.938
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-070163-002
9/23/2021
04:30 PM - 05:30 PM

0.9360.882 0.925 0.957 0.946
07:30 AM - 08:30 AM

0.920
National Data & Surveying ServicesIntersection Turning Movement Count Location: Northgate Blvd & W El Camino Ave
City: Sacramento Project ID:

Control: Signalized Date:

NS/EW Streets:
1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
7:30 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
8:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
8:30 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1 1 0 0 0 2 0 0 0 1 0 0 1 2 0 0 8
APPROACH %'s : 50.00% 50.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 33.33% 66.67% 0.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 1 0 0 0 1 0 0 0 2 0 0 5
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.500 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:45 PM 0 1 0 0 0 1 0 0 0 0 1 0 0 0 0 0 3
3:00 PM 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 3
3:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 2
3:30 PM 1 1 0 0 0 2 1 0 0 0 0 0 0 0 0 0 5
3:45 PM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 PM 0 0 0 0 1 0 0 0 0 2 0 0 1 0 1 0 5
4:15 PM 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
4:45 PM 0 1 1 0 0 1 0 0 0 2 0 0 1 0 0 0 6
5:00 PM 0 1 0 0 0 0 0 0 0 1 0 0 1 1 0 0 4
5:15 PM 0 0 1 0 0 1 0 0 0 2 0 0 0 1 1 0 6
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2
6:00 PM 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 2
6:15 PM 0 1 0 0 0 0 0 0 0 2 0 0 1 0 0 0 4
6:30 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 1 1 0 4
6:45 PM 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3
7:00 PM 0 1 1 0 0 1 0 0 3 1 0 0 0 0 0 0 7

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 2 7 3 0 2 11 4 0 4 12 3 0 4 5 4 0 61
APPROACH %'s : 16.67% 58.33% 25.00% 0.00% 11.76% 64.71% 23.53% 0.00% 21.05% 63.16% 15.79% 0.00% 30.77% 38.46% 30.77% 0.00% PEAK HR : 04:30 PM 291 0 0 TOTAL
PEAK HR VOL : 0 2 2 0 0 2 0 0 0 5 0 0 2 3 1 0 17
PEAK HR FACTOR : 0.000 0.500 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0.625 0.000 0.000 0.500 0.750 0.250 0.000 Data - Bikes
Northgate Blvd Northgate Blvd W El Camino Ave W El Camino Ave

0.250 0.250 0.250 0.500
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-070163-002
9/23/2021
04:30 PM - 05:30 PM

0.7080.500 0.500 0.625 0.750
07:30 AM - 08:30 AM

0.625
National Data & Surveying ServicesIntersection Turning Movement Count
Location: Northgate Blvd & W El Camino Ave Project ID:

City: Sacramento Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL HOUR TOTAL
7:00 AM 0 0 0 1 0 1 0 0 2 9
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 0 2 0 0 0 1 0 0 3
7:45 AM 0 0 2 0 0 0 0 2 4
8:00 AM 0 1 0 2 0 1 0 0 4 9
8:15 AM 0 0 0 0 1 0 0 0 1
8:30 AM 0 0 1 0 1 0 0 0 2
8:45 AM 0 0 1 0 0 1 0 0 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 3 4 3 2 4 0 2 18
APPROACH %'s : 0.00% 100.00% 57.14% 42.86% 33.33% 66.67% 0.00% 100.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 3 2 2 1 2 0 2 12
PEAK HR FACTOR : 0.375 0.250 0.250 0.250 0.500 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:45 PM 4 1 1 1 1 0 1 0 9
3:00 PM 0 0 1 4 0 0 1 0 6 16
3:15 PM 1 0 1 1 1 2 0 1 7
3:30 PM 0 0 1 0 0 0 0 0 1
3:45 PM 0 0 1 0 0 1 0 0 2
4:00 PM 0 0 1 2 0 0 0 0 3 19
4:15 PM 0 0 1 0 1 1 1 2 6
4:30 PM 0 1 0 0 0 0 0 1 2
4:45 PM 1 0 0 3 2 1 1 0 8
5:00 PM 0 0 1 0 2 1 1 1 6 41
5:15 PM 0 0 2 4 2 0 0 1 9
5:30 PM 1 0 2 0 2 1 0 2 8
5:45 PM 4 1 2 3 2 2 4 0 18
6:00 PM 0 4 4 4 1 1 0 3 17 37
6:15 PM 0 0 2 2 0 0 0 0 4
6:30 PM 2 0 3 1 2 2 0 0 10
6:45 PM 0 1 2 1 1 1 0 0 6
7:00 PM 0 0 2 0 0 0 0 0 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 13 8 27 26 17 13 9 11 124
APPROACH %'s : 61.90% 38.10% 50.94% 49.06% 56.67% 43.33% 45.00% 55.00% PEAK HR : 04:30 PM 288 -3 -3 TOTAL
PEAK HR VOL : 1 1 3 7 6 2 2 3 25
PEAK HR FACTOR : 0.250 0.250 0.375 0.438 0.750 0.500 0.500 0.750 Data - Pedestrians (Crosswalks)
Northgate Blvd Northgate Blvd W El Camino Ave W El Camino Ave

0.500 0.750 0.250
07:30 AM - 08:30 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
21-070163-002
9/23/2021

0.6940.500 0.417 0.667 0.625
04:30 PM - 05:30 PM

0.7500.375
Prepared by National Data & Surveying Services
ID: 21-070163-003 Day:

City: Sacramento Date:

AM 61 848 14 0 AM
NOON 0 0 0 0 NOON
PM 48 936 12 0 PM

AM NOON PM PM NOON AM
0 2 1 0 0 23 0 22
1 2 0 3
0 0 0 0 0 10 0 16
62 0 61 0 TEV 1734 0 2119 0 0 0 0
4 0 5 1 PHF 0.87 0.89
57 0 23 0 0 1 2 0

AM NOON PM PM NOON AM
PM 1 17 977 4 PM
NOON 0 0 0 0 NOON
AM 0 17 623 7 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 921

NORTHBOUND
Northgate Blvd
Totals (NOON) Total Bikes (NOON)
NONE
21 0 25
Totals (AM) 970 Total Bikes (AM)
Haggin Ave

EASTBOUND

WESTBOUND
Haggin Ave
81 0 67

CONTROL
Signalized
0 NONE
02:45 PM - 03:45 PM 1061
Northgate Blvd & Haggin Ave
Peak Hour Turning Movement Count
Northgate Blvd Thursday
SOUTHBOUND 9/23/2021
2:45 PM - 07:15 PM

PEAK HOURS
07:30 AM - 08:30 AM 707 7:00 AM - 09:00 AM

COUNT PERIODS

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
3 8
0 1
54 0
12 5
0 40 10
0 2
1 0
5 1
0 0
0 0
0 0
0 00
0 0
0 4
0 0
3 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 1
0 0
1 0
23 2
1023
5 61
48 936
12 4
977
17 0
0 00
0 0
0 0
0 0
0 0
22 3
1657
4 62
61 848
14 7
623
17 National Data & Surveying ServicesIntersection Turning Movement Count Location: Northgate Blvd & Haggin Ave
City: Sacramento Project ID:

Control: Signalized Date:

NS/EW Streets:
1 2 0 0 1 2 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 104 0 0 0 98 2 0 10 1 1 0 2 0 4 0 222
7:15 AM 2 106 2 0 1 137 8 0 19 0 2 0 3 0 2 0 282
7:30 AM 3 154 1 0 2 212 15 0 13 0 10 0 3 0 4 0 417
7:45 AM 5 159 0 0 6 217 17 0 13 0 12 0 2 2 8 0 441
8:00 AM 9 167 5 0 1 231 20 0 25 3 20 0 7 1 9 0 498
8:15 AM 0 143 1 0 5 188 9 0 11 1 15 0 4 0 1 0 378
8:30 AM 0 121 0 0 2 146 7 0 6 0 3 0 1 0 4 0 290
8:45 AM 1 131 1 0 3 143 4 0 4 0 4 0 3 2 4 0 300

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 20 1085 10 0 20 1372 82 0 101 5 67 0 25 5 36 0 2828 APPROACH %'s : 1.79% 97.31% 0.90% 0.00% 1.36% 93.08% 5.56% 0.00% 58.38% 2.89% 38.73% 0.00% 37.88% 7.58% 54.55% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 17 623 7 0 14 848 61 0 62 4 57 0 16 3 22 0 1734 PEAK HR FACTOR : 0.472 0.933 0.350 0.000 0.583 0.918 0.763 0.000 0.620 0.333 0.713 0.000 0.571 0.375 0.611 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 0 0 1 2 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:45 PM 5 265 0 1 4 244 13 0 36 4 13 0 1 2 6 0 594
3:00 PM 2 242 0 0 2 231 12 0 13 0 4 0 2 0 5 0 513
3:15 PM 5 223 2 0 2 226 11 0 7 1 6 0 5 0 7 0 495
3:30 PM 5 247 2 0 4 235 12 0 5 0 0 0 2 0 5 0 517
3:45 PM 2 247 3 0 4 213 11 0 10 0 4 0 1 1 3 0 499
4:00 PM 6 234 3 0 3 219 9 0 9 0 4 0 1 0 1 0 489
4:15 PM 5 243 6 1 5 198 8 0 13 1 1 0 1 0 5 0 487
4:30 PM 2 241 6 0 3 210 11 0 5 0 6 0 3 1 1 0 489
4:45 PM 3 234 3 0 2 196 12 0 3 0 3 0 2 2 7 0 467
5:00 PM 5 209 6 0 3 245 19 0 4 1 2 0 4 0 1 0 499
5:15 PM 3 277 3 0 0 223 10 0 8 0 2 0 0 0 3 0 529
5:30 PM 2 255 5 0 0 201 8 0 6 0 4 0 4 0 3 0 488
5:45 PM 2 197 1 0 1 208 13 0 14 0 10 0 4 0 2 0 452
6:00 PM 1 203 5 0 2 169 14 0 6 1 4 0 2 0 2 0 409
6:15 PM 7 196 2 0 1 157 7 0 5 0 4 0 2 0 5 0 386
6:30 PM 4 186 2 0 3 193 6 0 13 0 3 0 2 0 1 0 413
6:45 PM 4 169 1 0 2 162 6 0 5 2 3 0 1 0 2 0 357
7:00 PM 0 167 2 0 1 171 6 0 11 0 1 0 3 0 2 0 364

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 63 4035 52 2 42 3701 188 0 173 10 74 0 40 6 61 0 8447 APPROACH %'s : 1.52% 97.18% 1.25% 0.05% 1.07% 94.15% 4.78% 0.00% 67.32% 3.89% 28.79% 0.00% 37.38% 5.61% 57.01% 0.00% PEAK HR : 02:45 PM 284 0 0 TOTAL
PEAK HR VOL : 17 977 4 1 12 936 48 0 61 5 23 0 10 2 23 0 2119 PEAK HR FACTOR : 0.850 0.922 0.500 0.250 0.750 0.959 0.923 0.000 0.424 0.313 0.442 0.000 0.500 0.250 0.821 0.000 Data - Totals
Northgate Blvd Northgate Blvd Haggin Ave Haggin Ave

0.894 0.916 0.641 0.603
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-070163-003
9/23/2021
02:45 PM - 03:45 PM

0.8920.922 0.954 0.420 0.729
07:30 AM - 08:30 AM

0.870
National Data & Surveying ServicesIntersection Turning Movement Count Location: Northgate Blvd & Haggin Ave
City: Sacramento Project ID:

Control: Signalized Date:

NS/EW Streets:
1 2 0 0 1 2 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 0 0 1 2 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
3:30 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4
3:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:30 PM 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2
5:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
6:00 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3
6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
6:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
7:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 11 0 0 0 13 0 0 0 0 1 0 0 0 0 0 25
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 02:45 PM 284 0 0 TOTAL
PEAK HR VOL : 0 3 0 0 0 4 0 0 0 0 0 0 0 0 0 0 7
PEAK HR FACTOR : 0.000 0.375 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes
Northgate Blvd Northgate Blvd Haggin Ave Haggin Ave

0.250 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
21-070163-003
9/23/2021
02:45 PM - 03:45 PM

0.4380.375 0.500
07:30 AM - 08:30 AM

0.500
National Data & Surveying ServicesIntersection Turning
Movement CountLocation: Northgate Blvd & Haggin Ave Project ID:

City: Sacramento Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 1 3 1 2 0 3 10
7:45 AM 0 0 1 22 0 0 1 0 24
8:00 AM 0 0 9 15 0 3 0 0 27
8:15 AM 0 0 1 0 1 0 0 0 2
8:30 AM 1 0 0 0 1 0 0 0 2
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 0 12 40 3 5 1 3 65
APPROACH %'s : 100.00% 0.00% 23.08% 76.92% 37.50% 62.50% 25.00% 75.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 12 40 2 5 1 3 63
PEAK HR FACTOR : 0.333 0.455 0.500 0.417 0.250 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:45 PM 0 0 44 2 4 0 8 0 58
3:00 PM 0 1 9 3 4 1 0 0 18
3:15 PM 0 0 0 0 1 0 0 0 1
3:30 PM 0 0 1 0 1 0 0 0 2
3:45 PM 0 0 0 0 0 0 0 0 0
4:00 PM 0 1 0 0 0 1 0 0 2
4:15 PM 0 1 0 0 0 1 0 0 2
4:30 PM 0 2 0 0 0 0 0 2 4
4:45 PM 1 0 0 0 0 1 0 0 2
5:00 PM 0 0 0 0 2 0 0 0 2
5:15 PM 0 0 0 0 0 0 0 2 2
5:30 PM 1 1 4 0 3 0 0 0 9
5:45 PM 0 0 0 0 2 0 0 1 3
6:00 PM 0 0 0 0 0 0 0 0 0
6:15 PM 0 0 0 0 0 1 0 0 1
6:30 PM 0 0 0 0 2 0 0 0 2
6:45 PM 0 0 0 0 0 0 0 0 0
7:00 PM 0 0 0 0 0 0 1 0 1

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 2 6 58 5 19 5 9 5 109
APPROACH %'s : 25.00% 75.00% 92.06% 7.94% 79.17% 20.83% 64.29% 35.71% PEAK HR : 02:45 PM 281 -3 -3 TOTAL
PEAK HR VOL : 0 1 54 5 10 1 8 0 79
PEAK HR FACTOR : 0.250 0.307 0.417 0.625 0.250 0.250
Data - Pedestrians (Crosswalks)
Northgate Blvd Northgate Blvd Haggin Ave Haggin Ave

0.542 0.583 0.333
07:30 AM - 08:30 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
21-070163-003
9/23/2021

0.3410.250 0.321 0.550 0.250
02:45 PM - 03:45 PM

0.583
Prepared by National Data & Surveying Services
ID: 21-070163-001 Day:

City: Sacramento Date:

AM 18 305 353 0 AM
NOON 0 0 0 0 NOON
PM 38 208 331 0 PM

AM NOON PM PM NOON AM

0.5 1 1.5 0 1 449 0 203
2 603 0 339
1 0 3 0 1 13 0 31
41 0 108 1 TEV 2350 0 2976 0 2 0 1
688 0 651 2 PHF 0.89 0.90
141 0 79 1 0 1.5 1 0.5

AM NOON PM PM NOON AM
PM 0 128 352 11 PM
NOON 0 0 0 0 NOON
AM 0 48 172 9 AM
0 NONE
04:45 PM - 05:45 PM 909
Northgate Blvd & Arden Garden Connector
Peak Hour Turning Movement Count
Northgate Blvd Thursday
SOUTHBOUND 9/23/2021
2:45 PM - 07:15 PM

PEAK HOURS
07:30 AM - 08:30 AM 416 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
995 0 1051
Totals (AM) 300 Total Bikes (AM)
Arden Garden Connector

EASTBOUND

WESTBOUND
Arden Garden Connector406 0 772

CONTROL
Signalized
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 477

NORTHBOUND
Northgate Blvd
Totals (NOON) Total Bikes (NOON)

NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
1 0
0 2
0 1
0 0
0 0
0 0 3
0 0
2 0
0 0
0 0
3 0
0 0
0 20
0 0
0 7
0 2
10 0
0 0
00 0
0 0
0 0
0 0
0 0
0 01
0 0
0 7
0 0
4 1
449
603
1379
651
108
38 208
331
11 352
128
0 0
00 0
0 0
0 0
0 0
0 203
339
31141
688
41 18
305
353
9 172
48 National Data & Surveying ServicesIntersection Turning Movement Count Location: Northgate Blvd & Arden Garden Connector
City: Sacramento Project ID:

Control: Signalized Date:

NS/EW Streets:

1.5 1 0.5 0 1.5 1 0.5 0 1 2 1 0 1 2 1 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 3 17 0 0 45 24 6 0 12 85 12 0 3 63 33 0 303
7:15 AM 8 27 1 0 69 64 2 0 8 104 14 0 5 62 34 0 398
7:30 AM 19 30 3 0 82 81 5 0 7 165 35 0 7 76 45 0 555
7:45 AM 11 57 3 0 86 90 5 0 12 204 40 0 12 88 52 0 660
8:00 AM 10 45 1 0 93 63 2 0 7 162 36 1 4 71 45 1 541
8:15 AM 8 40 2 0 92 71 6 0 15 157 30 0 8 104 61 0 594
8:30 AM 8 25 2 0 74 45 7 0 20 153 16 1 6 83 43 0 483
8:45 AM 10 29 1 0 61 51 6 0 11 128 18 1 2 74 40 0 432

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 77 270 13 0 602 489 39 0 92 1158 201 3 47 621 353 1 3966 APPROACH %'s : 21.39% 75.00% 3.61% 0.00% 53.27% 43.27% 3.45% 0.00% 6.33% 79.64% 13.82% 0.21% 4.60% 60.76% 34.54% 0.10% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 48 172 9 0 353 305 18 0 41 688 141 1 31 339 203 1 2350 PEAK HR FACTOR : 0.632 0.754 0.750 0.000 0.949 0.847 0.750 0.000 0.683 0.843 0.881 0.250 0.646 0.815 0.832 0.250 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU

1.5 1 0.5 0 1.5 1 0.5 0 1 2 1 0 1 2 1 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:45 PM 21 98 3 0 79 56 10 0 48 161 14 1 11 125 88 0 715 3:00 PM 17 60 2 0 83 46 8 0 29 130 20 0 5 119 82 1 602
3:15 PM 24 71 3 0 78 62 11 0 44 170 22 1 1 108 92 0 687 3:30 PM 11 81 2 0 94 53 13 0 35 172 19 0 4 156 107 0 747 3:45 PM 21 77 1 0 80 59 17 0 35 141 29 0 2 115 94 0 671 4:00 PM 18 86 8 0 81 56 10 0 36 157 27 1 5 125 104 0 714 4:15 PM 17 84 1 0 71 62 11 0 34 165 25 0 3 130 103 0 706 4:30 PM 34 95 5 0 86 63 10 0 28 150 20 0 2 145 99 0 737 4:45 PM 25 75 1 0 76 39 8 0 27 169 19 0 3 153 104 0 699 5:00 PM 26 85 3 0 83 66 10 0 15 149 15 0 3 137 105 0 697 5:15 PM 44 106 2 0 93 51 12 0 43 150 21 1 5 163 132 2 825 5:30 PM 33 86 5 0 79 52 8 0 23 183 24 2 2 150 108 0 755 5:45 PM 21 60 5 0 66 36 14 0 28 112 18 0 2 126 87 0 575 6:00 PM 25 47 2 0 63 28 12 0 43 112 23 0 1 122 91 0 569 6:15 PM 7 63 1 0 78 39 13 0 25 102 6 0 2 104 83 0 523
6:30 PM 11 42 4 0 55 33 13 0 23 107 13 0 3 111 73 2 490 6:45 PM 13 33 5 0 47 24 8 0 38 89 11 1 4 113 67 0 453
7:00 PM 8 41 5 0 50 21 9 0 32 83 6 1 2 87 86 0 431

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 376 1290 58 0 1342 846 197 0 586 2502 332 8 60 2289 1705 5 11596 APPROACH %'s : 21.81% 74.83% 3.36% 0.00% 56.27% 35.47% 8.26% 0.00% 17.09% 72.99% 9.68% 0.23% 1.48% 56.39% 42.01% 0.12% PEAK HR : 04:45 PM 292 0 0 TOTAL
PEAK HR VOL : 128 352 11 0 331 208 38 0 108 651 79 3 13 603 449 2 2976 PEAK HR FACTOR : 0.727 0.830 0.550 0.000 0.890 0.788 0.792 0.000 0.628 0.889 0.823 0.375 0.650 0.925 0.850 0.250 21-070163-001
9/23/2021
04:45 PM - 05:45 PM

0.9020.808 0.907 0.906 0.883
07:30 AM - 08:30 AM

0.890
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.806 0.934 0.851 0.829
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Northgate Blvd Northgate Blvd Arden Garden Connector Arden Garden Connector National Data & Surveying ServicesIntersection Turning Movement Count Location: Northgate Blvd & Arden Garden Connector
City: Sacramento Project ID:

Control: Signalized Date:

NS/EW Streets:

1.5 1 0.5 0 1.5 1 0.5 0 1 2 1 0 1 2 1 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2
7:15 AM 0 3 1 0 0 2 0 0 0 0 0 0 2 0 0 0 8
7:30 AM 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 4
7:45 AM 1 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4
8:00 AM 0 1 0 0 0 1 0 0 0 0 1 0 0 0 0 0 3
8:15 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
8:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1
8:45 AM 0 1 0 2 0 1 0 1 0 0 0 0 0 0 1 0 6

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1 9 1 2 0 10 0 1 0 0 2 0 2 1 1 0 30
APPROACH %'s : 7.69% 69.23% 7.69% 15.38% 0.00% 90.91% 0.00% 9.09% 0.00% 0.00% 100.00% 0.00% 50.00% 25.00% 25.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 1 4 0 0 0 7 0 0 0 0 1 0 0 0 0 0 13
PEAK HR FACTOR : 0.250 0.500 0.000 0.000 0.000 0.583 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU

1.5 1 0.5 0 1.5 1 0.5 0 1 2 1 0 1 2 1 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:45 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3
3:00 PM 0 5 0 0 0 3 0 0 0 0 0 0 0 0 2 0 10
3:15 PM 1 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5
3:30 PM 0 0 0 0 1 2 0 0 0 0 1 0 0 0 0 0 4
3:45 PM 0 3 0 0 1 3 0 0 0 0 0 0 0 0 0 0 7
4:00 PM 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4
4:15 PM 0 2 0 0 0 1 0 0 0 0 1 0 1 0 0 0 5
4:30 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 1 0 6
4:45 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5
5:00 PM 0 2 1 0 0 3 0 0 0 0 0 0 0 0 0 0 6
5:15 PM 0 3 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5
5:30 PM 0 1 0 0 0 2 0 0 0 0 0 0 2 0 0 0 5
5:45 PM 0 3 1 0 0 1 0 1 0 0 0 0 0 0 1 0 7
6:00 PM 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 0 5
6:15 PM 0 4 0 0 0 2 0 0 0 0 0 0 1 0 1 0 8
6:30 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
6:45 PM 0 2 0 0 0 4 0 0 0 0 0 0 0 0 0 0 6
7:00 PM 0 7 2 0 0 5 0 0 0 0 0 0 2 0 1 0 17

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1 49 5 0 2 38 0 1 0 0 2 0 6 0 6 0 110
APPROACH %'s : 1.82% 89.09% 9.09% 0.00% 4.88% 92.68% 0.00% 2.44% 0.00% 0.00% 100.00% 0.00% 50.00% 0.00% 50.00% 0.00% PEAK HR : 04:45 PM 292 0 0 TOTAL
PEAK HR VOL : 0 10 2 0 0 7 0 0 0 0 0 0 2 0 0 0 21
PEAK HR FACTOR : 0.000 0.625 0.500 0.000 0.000 0.583 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 21-070163-001
9/23/2021
04:45 PM - 05:45 PM

0.8750.750 0.583 0.250
07:30 AM - 08:30 AM

0.813
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.417 0.583 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Northgate Blvd Northgate Blvd Arden Garden Connector Arden Garden Connector National Data & Surveying ServicesIntersection Turning
Movement CountLocation: Northgate Blvd & Arden Garden Connector Project ID:

City: Sacramento Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 2 2
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 1 0 1
8:15 AM 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 2 0 0 2
8:45 AM 0 0 0 1 0 1 0 0 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 1 0 3 1 2 7
APPROACH %'s : 0.00% 100.00% 0.00% 100.00% 33.33% 66.67% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 1 0 1
PEAK HR FACTOR : 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:45 PM 0 0 0 0 0 0 1 0 1
3:00 PM 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0
3:45 PM 0 1 0 0 0 0 0 3 4
4:00 PM 1 0 0 0 0 1 1 0 3
4:15 PM 0 0 0 0 1 0 1 2 4
4:30 PM 0 0 0 0 1 0 1 1 3
4:45 PM 1 0 0 0 1 0 1 0 3
5:00 PM 1 0 0 0 1 0 1 0 3
5:15 PM 1 0 0 0 1 2 0 0 4
5:30 PM 0 0 0 0 0 0 0 1 1
5:45 PM 0 0 0 0 0 0 1 1 2
6:00 PM 0 0 1 0 0 1 0 2 4
6:15 PM 0 0 0 0 0 0 0 0 0
6:30 PM 0 0 1 0 1 0 1 1 4
6:45 PM 0 0 0 0 1 0 1 2 4
7:00 PM 0 0 0 0 0 1 1 1 3

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 4 1 2 0 7 5 10 14 43
APPROACH %'s : 80.00% 20.00% 100.00% 0.00% 58.33% 41.67% 41.67% 58.33% PEAK HR : 04:45 PM 289 -3 -3 TOTAL
PEAK HR VOL : 3 0 0 0 3 2 2 1 11
PEAK HR FACTOR : 0.750 0.750 0.250 0.500 0.250
21-070163-001
9/23/2021

0.6880.750 0.417 0.750
04:45 PM - 05:45 PM

0.250
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.250
07:30 AM - 08:30 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Northgate Blvd Northgate Blvd Arden Garden Connector Arden Garden Connector APPENDIX E-1

NORTHGA TE BOULEVARD

TRANSPORT A TION PLAN

DESIGN LAYOUTS

APPENDIX F

NORTHGATE BOULEVARD TRANSPORTATION PLAN

NORTHGATE BLVD

FREEPORT BLVD
21 3

NORTHGATE BLVD
SAFETY • MOBILITY • COMMUNITY
SAFETY • MOBILITY • COMMUNITY

FREEPORT BL VD
SAFETY • MOBILITY • COMMUNITY

FREEPORT BL VD
SAFETY • MOBILITY • COMMUNITY

FREEPORT BL VD
RIMMER AVE.

RIO TIERRA
AVE.

WINTERHAVEN
AVE.WINTERGARDEN AVE.

SENATOR AVE.TENAYA AVE.

TENAYA
AVE.

POTOMAC
AVE.

POTOMAC AVE.

CURRAN AVE.

SOTANO
DR.

WISCONSIN AVE.

INDIANA AVE.

BOWMAN AVE.

BRIDGEFORD
DR.

HAGGIN AVE.

HAGGIN AVE.

WILSON AVE.

WILSON AVE.

NORWICH CT.

PUBLIC

STORAGELONG
JOHN
FIJI

MARTNORTHSTAR
SMOG &
AUTO
CARE

NATOMAS TIRES
& AUTO

ABUNDANT
LIFE

CHURCH OF
GOD IN
CHRIST

ZEESHAN
MARKET

TAQUERIA
LOS

MEJORES

BONFARE
GAS

STATION
THE

FURNITURE
SPOT

JIMBOY'S
TACOS

NORTHGATE
PET

HOSPITALMOBILAUTO ZONE AUTO
PARTS
ALGO
BUENO

MENDOZA

IMMIGRATION
TOP
AUTO

REPAIREL

MERCADITO

MEXICAN
MARKET

GALDY'S
BAKERY
GERMAN
STAR
MOTORS
TACOS
LA
PIEDAD

LA MINI

BIRRIERIA
RICO'S

ITALIAN
PIZZA

LA MICHOACANA PLUS

SACRAMENTO
BRAKE

MASTERS

CIRCLE K

SMYTHE ACADEMY OF

ARTS AND SCIENCE

IGLESIA

BAUTISTA

NORTHGATE
VALERO

SSSSSSS
T
T
T
T T
T
T
T
12'8'
11'18'
11' 12'
12'5' 11'
10'8' 11' 12'7'
12' 11'
18' 11' 12'8' 8'
12'5'11'18'11'
12'
5'
12'5' 11'
10'8'23'5'
12'7'11'
10'8'23'
7'
8'
12' 5' 11'18'
11'12'5'
12' 5' 11'18'
11'12'5'
12'5' 11'
11' 16' 23'13'

ROLLED CURB ROLLED CURB ROLLED CURB ROLLED CURB

ROLLED CURB ROLLED CURB
11'18'11'
12'5' 12'8'
11'19'
11'12'5' 12'
5'
5'
23'18'23'
4'
11' 12'5'18'23'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 2 of 3 - From Wilson Ave. to Rimmer Ave.) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
WILSON AVE.

WILSON AVE.

NORGARD CT.

PERALTA AVE.

W EL CAMINO
AVE.

W EL CAMINOAVE.

CLEVELANDAVE.

HARDING AVE.

NORTHFIELD DR.

GARDEN
HWY.

JEFFERSONAVE.

COLUMBUSAVE.

ARDEN GARDEN

CONNECTOR

ARDENGARDENCONNECTOR
NORCUT CT.

RIVERDALE DR.

DEL PASO BLVD.

TACOS
LA
PIEDAD

LA MINI

BIRRIERIA
RICO'S

ITALIAN
PIZZA

SP LIQUOR &
MARKET

TEXACO HOUSE OF BLING
BLING
7 ELEVEN

RENT A CENTER

TAXIMPLE
TAX

SERVICES
DRAGON
PALACE
LUGO
AUTO
GROUP
ACE
LIQUOR
LA

SUPERIOR

MERCADOS
E.

ROSEN

ACCIDENT
LAW
GROUP
LONGER

DECORATIVE
ROCK &
READY
BOOST
MOBILE

CHEVRON
LOS
PRIMOZ
METRO
BY

T-MOBILE
MI

PLACITA
BAKERY

SUPREME
PIZZAELEVATED 916

SMOKE SHOP
EL

BRAMIDO
DYING
BREED
TATTOO

QUALITY

TUNE UP
S
S
S
S
S
S
T
T
T
T
12'
14'
10'
11'
11'
11'
11'
19'
14'
11'
10'
11'
5'
14'
14'
11'
11'
27'
6'
11'
10'
11'
11'
6'
16'
6'
11'
10'
19'
11' 11'
4'
16'
8'
11'
4' 10'
11'
11'
7'
8'
11'
5'
11'
10' 11' 11'
10'
5'
12' 8' 11'
18'
11'
12'
8'
12'
8' 11'
16'
13'
12'
8'
11'
9'
4' 5'
9'4'
5' 6' 5'
5'
4' 9'
4'5'
6'
4'
4'4'
3'
5'
12'
8'
11'
18'
11' 12'

NEW / IMPROVED

SIDEWALKS

PROPOSED PAVED

AREA FOR BIKE

CROSSING

NEW / IMPROVED

SIDEWALKS

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB
2' EASEMENT

NEEDED FOR

SIDEWALK
5' EASEMENT

NEEDED FOR

SIDEWALK
3' EASEMENT

NEEDED FOR

SIDEWALK
3' EASEMENT

NEEDED FOR

SIDEWALK

BIKE LANE GETS
REDUCED TO 9'

NEW / IMPROVED
CURB
9'
11'
11'
10'
11'
12'
6'
8'

NOT ENOUGH SPACE TO WIDEN

THE SIDEWALK BECAUSE OF THE

EXISTING MATURE TREES
8'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 1 of 3 - From Del Paso Blvd. to Wilson Ave.) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
PART 1 OF 6

DEL PASO BOULEVARD TO GARDEN HIGHWAY
WILSON AVE.

WILSON AVE.

NORGARD CT.

PERALTA AVE.

W EL CAMINO
AVE.

W EL CAMINO
AVE.CLEVELAND
AVE.HARDING AVE.

NORTHFIELD DR.

GARDEN
HWY.

JEFFERSON
AVE.

COLUMBUSAVE.

ARDEN GARDEN

CONNECTOR

ARDENGARDENCONNECTOR
NORCUT CT.

RIVERDALE DR.

DEL PASO BLVD.

TACOS
LA
PIEDAD

LA MINI

BIRRIERIA
RICO'S

ITALIAN
PIZZA

SP LIQUOR &
MARKET
TEXACO

HOUSE OF BLING
BLING7
ELEVEN

RENT A CENTER

TAXIMPLE
TAX

SERVICES
DRAGON

PALACELUGO
AUTO
GROUP
ACE
LIQUOR
LA

SUPERIOR

MERCADOS
E.

ROSEN

ACCIDENT
LAW
GROUP
LONGER

DECORATIVE
ROCK &
READY
BOOST

MOBILE CHEVRON
LOS
PRIMOZ
METRO
BY

T-MOBILE
MI

PLACITA
BAKERY

SUPREME
PIZZA
ELEVATED 916

SMOKE SHOP
EL

BRAMIDO
DYING
BREED
TATTOO

QUALITY

TUNE UP
S
SSS
S
S
T
T
T
T
12'
14'
10'
11'
11'
11'
11'
19'
14'
11'
10'
11'
5'
14'
14'
11'
11'
27'
6'
11'
10'
11'
11'
6'
16'
6'
11'
10'
19'
11'
11'
4'
16'
8'
11'
4' 10'
11'
11'
7'
8'
11'5'
11'10' 11' 11'
10'5'
12' 8' 11'
18'
11'12'8'
12'8' 11'
16'13'
12'8'
11'
9'
4'
5'
9'
4'
5' 6' 5'
5'
4'
9'
4'
5'
6'
4'
4'4'3' 5'
12'8'
11'18'
11' 12'

NEW / IMPROVED

SIDEWALKS

PROPOSED PAVED

AREA FOR BIKE

CROSSING

NEW / IMPROVED

SIDEWALKS

NEW / IMPROVED

CURB NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB
2' EASEMENT

NEEDED FOR

SIDEWALK
5' EASEMENT

NEEDED FOR
SIDEWALK 3' EASEMENT

NEEDED FOR

SIDEWALK
3' EASEMENT

NEEDED FOR

SIDEWALK

BIKE LANE GETS
REDUCED TO 9'

NEW / IMPROVED
CURB
9'11'
11'10'11'
12'6' 8'

NOT ENOUGH SPACE TO WIDEN

THE SIDEWALK BECAUSE OF THE

EXISTING MATURE TREES
8'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 1 of 3 - From Del Paso Blvd. to Wilson Ave.) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
PART 2 OF 6
RIMMER AVE.

RIO TIERRA
AVE.

WINTERHAVEN
AVE.WINTERGARDEN AVE.SENATOR AVE.TENAYA AVE.

TENAYA
AVE.

POTOMAC
AVE.

POTOMAC AVE.

CURRAN AVE.

SOTANO
DR.

WISCONSIN AVE.

INDIANA AVE.

BOWMAN AVE.

BRIDGEFORD
DR.

HAGGIN AVE.

HAGGIN AVE.

WILSON AVE.

WILSON AVE.

NORWICH CT.

PUBLIC

STORAGELONG
JOHN
FIJI

MARTNORTHSTAR
SMOG &
AUTO
CARE

NATOMAS TIRES
& AUTO

ABUNDANT
LIFE

CHURCH OF
GOD IN
CHRIST

ZEESHAN
MARKET

TAQUERIA
LOS

MEJORES

BONFARE
GAS

STATION
THE

FURNITURE
SPOT

JIMBOY'S
TACOS

NORTHGATE
PET

HOSPITALMOBILAUTO ZONE AUTO
PARTS
ALGO
BUENO

MENDOZA

IMMIGRATION
TOP
AUTO

REPAIREL

MERCADITO

MEXICAN
MARKET

GALDY'S
BAKERY
GERMAN
STAR
MOTORS
TACOS
LA
PIEDAD

LA MINI

BIRRIERIA
RICO'S

ITALIAN
PIZZA

LA MICHOACANA PLUS

SACRAMENTO
BRAKE

MASTERS

CIRCLE K

SMYTHE ACADEMY OF

ARTS AND SCIENCE

IGLESIA

BAUTISTA

NORTHGATE
VALERO

SSSSSSS
T
T
T
T T
T
T
T
12'8'
11'18'
11' 12'
12'5' 11'
10'8' 11' 12'7'
12' 11'
18' 11' 12'8' 8'
12'8'11'18'11'
12'
5'
12'5' 11'
10'8'23'5'
12'7'11'
10'8'23'
7'
8'
12' 5' 11'18'
11'12'5'
12' 5' 11'18'
11'12'5'
12'5' 11'
11' 16' 23'13'

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB
11'18'11'
12'5' 12'8'
11'19'
11'12'5' 12' 8'
5'
23'18'23'8'
11' 12'5'18'23'
CAN ONLY EXPAND UP TO 7'
8'
8' 12'
11'18'
11'12'8'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 2 of 3 - From Wilson Ave. to Rimmer Ave.) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
WILSON AVE.

WILSON AVE.

NORGARD CT.

PERALTA AVE.

W EL CAMINO
AVE.

W EL CAMINO
AVE.CLEVELAND
AVE.HARDING AVE.

NORTHFIELD DR.

GARDEN
HWY.

JEFFERSON
AVE.

COLUMBUSAVE.

ARDEN GARDEN

CONNECTOR

ARDENGARDENCONNECTOR
NORCUT CT.

RIVERDALE DR.

DEL PASO BLVD.

TACOS
LA
PIEDAD

LA MINI

BIRRIERIA
RICO'S

ITALIAN
PIZZA

SP LIQUOR &
MARKET
TEXACO

HOUSE OF BLING
BLING7
ELEVEN

RENT A CENTER

TAXIMPLE
TAX

SERVICES
DRAGON

PALACELUGO
AUTO
GROUP
ACE
LIQUOR
LA

SUPERIOR

MERCADOS
E.

ROSEN

ACCIDENT
LAW
GROUP
LONGER

DECORATIVE
ROCK &
READY
BOOST

MOBILE CHEVRON
LOS
PRIMOZ
METRO
BY

T-MOBILE
MI

PLACITA
BAKERY

SUPREME
PIZZA
ELEVATED 916

SMOKE SHOP
EL

BRAMIDO
DYING
BREED
TATTOO

QUALITY

TUNE UP
S
SSS
S
S
T
T
T
T
12'
14'
10'
11'
11'
11'
11'
19'
14'
11'
10'
11'
5'
14'
14'
11'
11'
27'
6'
11'
10'
11'
11'
6'
16'
6'
11'
10'
19'
11' 11'
4'
16'
8'
11'
4' 10'
11'
11'
7'
8'
11'5'
11'10'11'11'
10'5'
12'8'11'
18'
11'12'8'
12'8'11'
16'13'
12'8'
11'
9'
4'
5'
9'
4'
5'6'5'
5'
4'
9'
4'
5'
6'
4'
4'4'3' 5'
12'8'
11'18'
11'12'

NEW / IMPROVED

SIDEWALKS

PROPOSED PAVED

AREA FOR BIKE

CROSSING

NEW / IMPROVED

SIDEWALKS

NEW / IMPROVED

CURB NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB
2' EASEMENT

NEEDED FOR

SIDEWALK
5' EASEMENT

NEEDED FOR
SIDEWALK 3' EASEMENT

NEEDED FOR

SIDEWALK
3' EASEMENT

NEEDED FOR

SIDEWALK

BIKE LANE GETS
REDUCED TO 9'

NEW / IMPROVED
CURB
9'11'
11'10'11'
12'6' 8'

NOT ENOUGH SPACE TO WIDEN

THE SIDEWALK BECAUSE OF THE

EXISTING MATURE TREES
8'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 1 of 3 - From Del Paso Blvd. to Wilson Ave.) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
PART 3 OF 6

GARDEN HIGHWAY TO HAGGIN AVENUE
RIMMER AVE.

RIO TIERRA
AVE.

WINTERHAVEN
AVE.WINTERGARDEN AVE.SENATOR AVE.TENAYA AVE.

TENAYA
AVE.

POTOMAC
AVE.

POTOMAC AVE.

CURRAN AVE.

SOTANO
DR.

WISCONSIN AVE.

INDIANA AVE.

BOWMAN AVE.

BRIDGEFORD
DR.

HAGGIN AVE.

HAGGIN AVE.

WILSON AVE.

WILSON AVE.

NORWICH CT.

PUBLIC

STORAGELONG
JOHN
FIJI

MARTNORTHSTAR
SMOG &
AUTO
CARE

NATOMAS TIRES
& AUTO

ABUNDANT
LIFE

CHURCH OF
GOD IN
CHRIST

ZEESHAN
MARKET

TAQUERIA
LOS

MEJORES

BONFARE
GAS

STATION
THE

FURNITURE
SPOT

JIMBOY'S
TACOS

NORTHGATE
PET

HOSPITALMOBILAUTO ZONE AUTO
PARTS
ALGO
BUENO

MENDOZA

IMMIGRATION
TOP
AUTO

REPAIREL

MERCADITO

MEXICAN
MARKET

GALDY'S
BAKERY
GERMAN
STAR
MOTORS
TACOS
LA
PIEDAD

LA MINI

BIRRIERIA
RICO'S

ITALIAN
PIZZA

LA MICHOACANA PLUS

SACRAMENTO
BRAKE

MASTERS

CIRCLE K

SMYTHE ACADEMY OF

ARTS AND SCIENCE

IGLESIA

BAUTISTA

NORTHGATE
VALERO

SSSSSSS
T
T
T
T T
T
T
T
12'8'
11'18'
11' 12'
12'5' 11'
10'8' 11' 12'7'
12' 11'
18' 11' 12'8' 8'
12'8'11'18'11'
12'
5'
12'5'11'
10'8'23'5'
12'7'11'
10'8'23'
7'
8'
12' 5' 11'18'
11'12'5'
12' 5' 11'18'
11'12'5'
12'5' 11'
11' 16' 23'13'

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB
11'18'11'
12'5' 12'8'
11'19'
11'12'5' 12'8'
5'
23'18'23'8'
11' 12'5'18'23'
CAN ONLY EXPAND UP TO 7'
8'
8' 12'
11'18'
11'12'8'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 2 of 3 - From Wilson Ave. to Rimmer Ave.) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
PART 4 OF 6

HAGGIN AVENUE TO SENATOR AVENUE

MIDDLE SEGMENT

SOUTH SEGMENT

MIDDLE SEGMENT

SOUTH SEGMENT

PUBLIC REVIEW DRAFT - DESIGN LA Y OUT

NORTHGATE BOULEVARD TRANSPORTATION PLAN

NORTHGATE BLVD

FREEPORT BLVD
21 3

NORTHGATE BLVD
SAFETY • MOBILITY • COMMUNITY
SAFETY • MOBILITY • COMMUNITY

FREEPORT BL VD
SAFETY • MOBILITY • COMMUNITY

FREEPORT BL VD
SAFETY • MOBILITY • COMMUNITY

FREEPORT BL VD
ROSIN CT.

ROSIN CT.

TURNSTONE DR.

DEPT OF TRANS DWY
PATIO AVE.

PATIO AVE.

W SILVER EAGLE RD.

OZARK CIR.

OZARK CIR.

SAN JUAN
RD.

SAN JUAN RD.

RIMMER AVE.

RIO TIERRA
AVE.

WINTERHAVENAVE.WINTERGARDEN AVE.

RESPIRATORY CARE

BOARD OF CALIFORNIA
QUEST

DIAGNOSTICS
LES
SCHWAB
TIRE

CENTER KFC

MCDONALD'S
PEP
BOYSEL
POLLO
LOCO
SHELL

CLASSIC

BURGERS JIFFY
LUBE
PUBLIC

STORAGELONG
JOHN
FIJI
MART
METRO
BY

T-MOBILEAMPM ARCO

O'REILLY
AUTO
PARTS

LA MICHOACANA PLUS

SACRAMENTO
BRAKE

MASTERS

CIRCLE K
TACO
BELL

QUICK QUACK CAR
WASH
VALERO
S
S
S
SSS
T
T
T
T
T
T
T
T
12'5'11'18' 11' 12'5'
12'5' 11' 11' 16' 23'
13'
10'7'5'11'
11'10'
10'
4'
11'
11'
7'
21'11'
11'14'
11'11'
12'6'
12'
6'
11'11'
4' 11'11'
12'6'
10' 5' 11' 11'10'11'
21' 11' 11'
11'
8'
11'
11' 11'
6'5'
11'
8'
4'
11'
21'
5'
11'
11'
11'
18'
6'
17'
11'
8'
11'
11'
10'
10'
11'
18'
5'
9'
10'
11'
11'
11' 11' 11'
13'
29'8'
11'
11'
11'
11'
11'
10'
11'
11'
13'
11'
20'
10'5'

NEW / IMPROVED
CURB

EXISTING

PROPOSED

SIDEWALK

FOR NEW

DEVELOPMENT
12'
6'
11'11'
4' 11'11'
12'6'
5'
S
8'
8'
12'11'
18'11' 12'8'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 3 of 3 - From Rimmer Ave. to I-80) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
RIMMER AVE.

RIO TIERRA
AVE.

WINTERHAVEN
AVE.WINTERGARDEN AVE.

SENATOR AVE.TENAYA AVE.

TENAYA
AVE.

POTOMAC
AVE.

POTOMAC AVE.

CURRAN AVE.

SOTANO
DR.

WISCONSIN AVE.

INDIANA AVE.

BOWMAN AVE.

BRIDGEFORD
DR.

HAGGIN AVE.

HAGGIN AVE.

WILSON AVE.

WILSON AVE.

NORWICH CT.

PUBLIC

STORAGELONG
JOHN
FIJI

MARTNORTHSTAR
SMOG &
AUTO
CARE

NATOMAS TIRES
& AUTO

ABUNDANT
LIFE

CHURCH OF
GOD IN
CHRIST

ZEESHAN
MARKET

TAQUERIA
LOS

MEJORES

BONFARE
GAS

STATION
THE

FURNITURE
SPOT

JIMBOY'S
TACOS

NORTHGATE
PET

HOSPITALMOBILAUTO ZONE AUTO
PARTS
ALGO
BUENO

MENDOZA

IMMIGRATION
TOP
AUTO

REPAIREL

MERCADITO

MEXICAN
MARKET

GALDY'S
BAKERY
GERMAN
STAR
MOTORS
TACOS
LA
PIEDAD

LA MINI

BIRRIERIA
RICO'S

ITALIAN
PIZZA

LA MICHOACANA PLUS

SACRAMENTO
BRAKE

MASTERS

CIRCLE K

SMYTHE ACADEMY OF

ARTS AND SCIENCE

IGLESIA

BAUTISTA

NORTHGATE
VALERO

SSSSSSS
T
T
T
T T
T
T
T
12'8'
11'18'
11' 12'
12'5' 11'
10'8' 11' 12'7'
12' 11'
18' 11' 12'8' 8'
12'5'11'18'11'
12'
5'
12'5' 11'
10'8'23'5'
12'7'11'
10'8'23'
7'
8'
12' 5' 11'18'
11'12'5'
12' 5' 11'18'
11'12'5'
12'5' 11'
11' 16' 23'13'

ROLLED CURB ROLLED CURB ROLLED CURB ROLLED CURB

ROLLED CURB ROLLED CURB
11'18'11'
12'5' 12'8'
11'19'
11'12'5' 12'
5'
5'
23'18'23'
4'
11' 12'5'18'23'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 2 of 3 - From Wilson Ave. to Rimmer Ave.) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
RIMMER AVE.

RIO TIERRA
AVE.

WINTERHAVEN
AVE.WINTERGARDEN AVE.SENATOR AVE.TENAYA AVE.

TENAYA
AVE.

POTOMAC
AVE.

POTOMAC AVE.

CURRAN AVE.

SOTANO
DR.

WISCONSIN AVE.

INDIANA AVE.

BOWMAN AVE.

BRIDGEFORD
DR.

HAGGIN AVE.

HAGGIN AVE.

WILSON AVE.

WILSON AVE.

NORWICH CT.

PUBLIC

STORAGELONG
JOHN
FIJI

MARTNORTHSTAR
SMOG &
AUTO
CARE

NATOMAS TIRES
& AUTO

ABUNDANT
LIFE

CHURCH OF
GOD IN
CHRIST

ZEESHAN
MARKET

TAQUERIA
LOS

MEJORES

BONFARE
GAS

STATION
THE

FURNITURE
SPOT

JIMBOY'S
TACOS

NORTHGATE
PET

HOSPITALMOBILAUTO ZONE AUTO
PARTS
ALGO
BUENO

MENDOZA

IMMIGRATION
TOP
AUTO

REPAIREL

MERCADITO

MEXICAN
MARKET

GALDY'S
BAKERY
GERMAN
STAR
MOTORS
TACOS
LA
PIEDAD

LA MINI

BIRRIERIA
RICO'S

ITALIAN
PIZZA

LA MICHOACANA PLUS

SACRAMENTO
BRAKE

MASTERS

CIRCLE K

SMYTHE ACADEMY OF

ARTS AND SCIENCE

IGLESIA

BAUTISTA

NORTHGATE
VALERO

SSSSSSS
T
T
T
T T
T
T
T
12'8'
11'18'
11' 12'
12'5' 11'
10'8' 11' 12'7'
12' 11'
18' 11' 12'8' 8'
12'8'11'18'11'
12'
5'
12'5' 11'
10'8'23'5'
12'7'11'
10'8'23'
7'
8'
12'5'11'18'
11'12'5'
12'5'11'18'
11'12'5'
12'5' 11'
11' 16' 23'
13'

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB

NEW / IMPROVED
CURB
11'18'11'
12'5' 12'8'
11'19'
11'12'5' 12' 8'
5'
23'18'23'8'
11' 12'5'18'23'
CAN ONLY EXPAND UP TO 7'
8'
8'12'
11'18'
11'12'8'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 2 of 3 - From Wilson Ave. to Rimmer Ave.) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
PART 5 OF 6

SENATOR AVENUE TO OZARK CIRCLE
ROSIN CT.

ROSIN CT.

TURNSTONE DR.

DEPT OF TRANS DWY
PATIO AVE.

PATIO AVE.

W SILVER EAGLE RD.

OZARK CIR.

OZARK CIR.

SAN JUAN
RD.

SAN JUAN RD.

RIMMER AVE.

RIO TIERRA
AVE.

WINTERHAVENAVE.WINTERGARDEN AVE.

RESPIRATORY CARE

BOARD OF CALIFORNIA
QUEST

DIAGNOSTICS
LES
SCHWAB
TIRE

CENTER KFC

MCDONALD'S
PEP
BOYSEL
POLLO
LOCO
SHELL

CLASSIC

BURGERS JIFFY
LUBE
PUBLIC

STORAGELONG
JOHN
FIJI
MART
METRO
BY

T-MOBILEAMPM ARCO

O'REILLY
AUTO
PARTS

LA MICHOACANA PLUS

SACRAMENTO
BRAKE

MASTERS

CIRCLE K
TACO
BELL

QUICK QUACK CAR
WASH
VALERO
S
S
S
SSS
T
T
T
T
T
T
T
T
12'5'11'18' 11' 12'5'
12'5' 11' 11' 16' 23'
13'
10'7'5' 11'
11'10'
10'
4'
11'
11'
7'
21'11'
11'14'
11'11'
12'6'
12'
6'
11'11'
4' 11'11'
12'6'
10'5'11'11'10'11'
21' 11' 11'
11'
8'
11'
11' 11'
6'5'
11'
8'
4'
11'
21'
5'
11'
11'
11'
18'
6'
17'
11'
8'
11'
11'
10'
10'
11'
18'
5'
9'
10'
11'
11'
11' 11' 11'
13'
29'8'
11'
11'
11'
11'
11'
10'
11'
11'
13'
11'
20'
10'5'

NEW / IMPROVED
CURB

EXISTING

PROPOSED

SIDEWALK

FOR NEW

DEVELOPMENT
12'
6'
11'11'
4' 11'11'
12'6'
5'
S
8'
8'
12'11'
18'11' 12'8'
0 100' 200'50'
NORTH
NORTHGATE BOULEVARD PROPOSED IMPROVEMENTS (Part 3 of 3 - From Rimmer Ave. to I-80) LEGEND

PROPOSED/IMPROVED
SIGNAL

PROPOSED/IMPROVED

TRANSIT STOP

PROPOSED PLANTER
S
T

PROPOSED/IMPROVED

CROSSWALK

IMPROVED SIDEWALK

PROPOSED STOP SIGN

PROPOSED BIKE PHASE
SIGNAL
PART 6 OF 6
OZARK CIRCLE TO I-80

MIDDLE SEGMENT NORTH SEGMENT

NORTH SEGMENT

PUBLIC REVIEW DRAFT - DESIGN LA Y OUT
Attachment B: Bicycle Master Plan Amendments
Proposed Bicycle Facilities
Excerpt from the existing Bicycle Master Plan
Northgate Boulevard Transportation Plan Amendments
Separated Bikeway
Two-way Cycletrack