HomeMy WebLinkAboutSDP 2023-0014; CARLSBAD VILLAGE MIXED-USE - SB 330; SITE ACCESS STUDY - FEBRUARY 28, 2024; 2024-02-28MEMORANDUM
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To: Andrew Cerrina
GRT Carlsbad Village, LLC
Date: February 28, 2024
From: Shankar Ramakrishnan, PE &
Román Lopez, PTP
LLG, Engineers
LLG Ref: 3-22-3651
Subject: Carlsbad Village Mixed Use – Site Access Assessment
Linscott, Law & Greenspan, Engineers has prepared this Site Access assessment for
the proposed Carlsbad Village Mixed-Use project (“Project”).
PROJECT LOCATION & DESCRIPTION
The Project is located on approximately 4.12 acres at 945-1065 Carlsbad Village
Drive, west of Interstate 5 between Carlsbad Village Drive and Oak Avenue.
Figure 1 shows the vicinity map. Figure 2 shows a more detailed Project area map.
The Project proposes to construct 218 multi-family residential dwelling units (DU).
The mixed-use Project also includes 13,800 square feet (sf) of commercial space –
5,800 sf of grocery market, 2,000 sf of retail, and 6,000 sf of restaurant. The existing
site is currently operating as a retail shopping center totaling 58,735 sf. All existing
buildings will be demolished as part of the Project. Figure 3 shows the Project site
plan.
The proposed Project also proposes an eight (8’) feet of right-of-way dedication
along the project frontage on Carlsbad Village Drive. With a total of 16’ from curb to
property line, the project proposes a 10-foot sidewalk and 6-foot landscaped buffer.
In addition to the pedestrian improvements described, the Project will also install a
bench at the bus stop fronting the project site on Carlsbad Village Drive.
The project will maintain the existing 10’ right-of-way on Oak Avenue along the
project frontage. The project will replace the existing curb, gutter, and sidewalk. The
project proposes a 10’ sidewalk (5.5’ at tree locations). Along the north side of Oak
Avenue, the project also proposes to improve the dead-end street design to a cul-de-
sac pursuant to City of Carlsbad standards.
The proposed Project is estimated to generate fewer trips than the existing land uses it
will replace (see Project Trip Generation section of this memo). Therefore, no Local
Mobility analysis is required per the City of Carlsbad Transportation Impact Analysis
Guidelines. However, per discussions with the City of Carlsbad Transportation staff,
the subject Site Access Assessment was requested to focus on the adequacy of
vehicular and multi-modal access to the Project site. The approved scoping
agreement is provided in Attachment A.
Andrew Cerrina
February 28, 2024
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PROJECT SITE ACCESS
Primary Project access will be provided via two (2) existing driveways on Carlsbad
Village Drive – one (1) unsignalized right-turn only driveway to the public alley
along the western boundary of the site and one (1) unsignalized private driveway
permitting right turns and inbound left turns only. An existing median prohibits left
turns out from this driveway. Secondary access will be provided on Oak Avenue via a
full-access driveway located at the end of the cul-de-sac where Oak Avenue
terminates west of I-5.
Parking for commercial patrons will be provided by surface parking stalls located
near the commercial buildings and a portion of the ground floor of the parking
structure accessible from the Carlsbad Village Drive entrance. This portion of the
parking structure will not be gated. Parking for residents will be provided entirely in
the parking structure. For residents entering via Carlsbad Village Drive, an internal
gate will provide access to the reserved residential area of the parking structure. The
parking structure access on Oak Avenue will be gated at the entrance and accessible
only to residents. Overall, the residents will have access to all residential parking
spaces through both the Carlsbad Village Drive entrance and the Oak Avenue
entrance gates.
Two access points to the existing site will be closed, including the driveway between
the alley and the primary driveway on Carlsbad Village Drive and access via the 7-
Eleven northeast of the project site. The 7-Eleven site is not a part of the project but
currently there is internal access between the two sites, which will no longer be
permitted with the development of the Project.
VEHICULAR STUDY AREA & EXISTING CONDITIONS
Study Area
This memo will evaluate queueing at two westbound left turn lanes on Carlsbad
Village Drive which will serve Project traffic at the below intersections:
Intersections:
1. Carlsbad Village Drive / Project Driveway
2. Carlsbad Village Drive / Harding Street
The westbound left turn lane at the primary project driveway on Carlsbad Village
Drive will serve all inbound traffic from I-5 or locations to the east. Since the primary
project driveway on Carlsbad Village Drive serves all Project traffic (commercial,
residential), the westbound left turn pocket at Carlsbad Village Drive / Harding Street
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February 28, 2024
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will handle only displaced traffic due to Project development as described later in this
memo.
Existing Conditions
The following is a description of the existing street network in the study area.
Figure 4 shows an existing conditions diagram, including signalized intersections and
lane configurations.
Carlsbad Village Drive is classified as an Identity Street on the City of Carlsbad
Mobility Element. Within the study area, Carlsbad Village Drive is a four-lane
divided roadway with left turn pockets. Class II bicycle lanes are provided in both
directions of travel and on-street parking is prohibited. The posted speed limit is 25
mph.
Harding Street is classified as a Village Street on the City of Carlsbad Mobility
Element. Harding street is currently constructed as a two-lane roadway with Class II
bicycle lanes provided on both sides of the roadway. On-street parking is allowed on
both sides. The posted limit is 25 mph.
Oak Avenue is classified as a Village Street in the City of Carlsbad Mobility
Element. Within the study area, Oak Avenue is a two-lane roadway with on-street
parking provided on both sides of the roadway. Bicycle lanes are not provided on this
roadway. The posted speed limit is 25 mph.
Additionally, an alley along the western frontage of the site connects Carlsbad
Village Drive to Oak Avenue. This alley provides vehicular access to properties on
the west side. No vehicle access is provided from the alley to the existing site.
EXISTING TRAFFIC COUNTS
Existing AM peak hour (7-9AM) and PM peak hour (4-6PM) traffic counts at the
study area intersections, including pedestrian and bicycle counts, were conducted on
Wednesday, November 29, 2022.
Figure 5 shows Existing Traffic Volumes. Attachment B contains the complete
intersection count sheets.
Andrew Cerrina
February 28, 2024
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PROJECT TRIP GENERATION
The Project proposes construction of 218 multi-family residential units, a 5,800-sf
market, 2,000 sf of retail, and 6,000 sf of restaurant. Trip generation estimates for the
Project were based on SANDAG’s Brief Guide of Vehicular Traffic Generation Rates
for the San Diego Region (April 2002). A mixed-use trip adjustment was calculated
using the NCHRP Internal Trip Capture Estimation Tool. The internal trip capture
worksheets are included in Attachment C.
Table 1 summarizes the Project trip generation. The adjusted gross Project (i.e., after
mixed-use reduction but before accounting for existing land uses) is calculated to
generate 2,242 daily trips (ADT) with 140 AM peak hour trips (47 in / 93 out) and
180 PM peak hour trips (126 in / 54 out).
Table 1 also shows the trip generation of the existing shopping center operating on
the site. The existing 58,735 sf site is estimated to generate 7,044 ADT with 282 AM
peak hour trips (169 in / 113 out) and 704 PM peak hour trips (352 in / 352 out).
After accounting for existing uses to be replaced, the net Project is calculated to
reduce trips by 4,802 ADT, 142 AM peak hour trips, and 524 PM peak hour trips.
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TABLE 1
PROJECT TRIP GENERATION
Land Use Quantity
Daily Volumes AM Peak Hour PM Peak Hour
Rate a Volume Rate Split In Out Total Rate Split In Out Total
Proposed Project
Multi-family Residential
(> 20 DU/acre) b 218 DU 6 /DU 1,308 8% 20:80 21 84 105 9% 70:30 83 35 118
Supermarket 5.8 KSF 150 /KSF 870 4% 70:30 25 10 35 10% 50:50 44 43 87
Retail / Strip Commercial 2 KSF 40 /KSF 80 3% 60:40 1 1 2 9% 50:50 4 3 7
Quality Restaurant 6 KSF 100 /KSF 600 1% 60:40 4 2 6 8% 70:30 34 14 48
Project Subtotal 2,858 51 97 148 165 95 260
Mixed Use Reduction c (616) (4) (4) (8) (39) (41) (80)
Final Project Trips 2,242 47 93 140 126 54 180
Existing to be replaced
Neighborhood Shopping Center d 58.7 KSF 120 /KSF 7,044 4% 60:40 169 113 282 10% 50:50 352 352 704
Net New Trip Generation (4,802) (122) (20) (142) (226) (298) (524)
Footnotes:
a. Trip generation rates from SANGAG's (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region, April 2002. ("SANDAG Brief Guide")
b. The site acreage is 4.12 therefore the residential density calculates to 53 DU/acre (218 / 4.12 = 53).
c. Mixed use reduction for AM/PM peak hours calculated using NCHRP 8-51 Internal Trip Capture Estimation Tool. The average daily trip (ADT) reduction estimated using relationship between
peak hours and ADT for unadjusted project trips.
d. Per SANDAG this land use is typically less than 15 acres, less than 125,000 sq. ft., w/usually grocery & drugstore, cleaners, beauty & barber shop, & fast-food services). The existing 4.12 acre,
58.7 KSF site contains all these individual uses including: grocery, drugstore, cleaners, barber shop, and eating establishments. Therefore, the SANDAG "Neighborhood Shopping Center" rate
is appropriate for the existing site. This rate accurately reflects the operations of the whole shopping center, including trip-chaining and internal interaction between individual uses that are
typical of similar shopping centers. If specific trip rates for existing individual uses within the shopping center were applied, this would increase the existing trip generation and therefore
overstate the net trip reduction associated with the proposed project. The individual use trip rates pertain to isolated uses and do not accurately reflect driveway trips for a combined shopping
center.
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February 28, 2024
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PROJECT TRIP DISTRIBUTION & ASSIGNMENT
The following steps were taken to distribute and assign traffic for post-Project
conditions.
Removal of Existing Site Traffic
The traffic volumes generated by the existing site as shown in Table 1 were removed
from the existing (November 2022) traffic counts. The below methodology was used
to account for the total traffic that would be removed with the existing site uses.
1. Existing traffic volumes turning to and from the primary Project driveway on
Carlsbad Village Drive were zeroed out (Intersection #2 westbound left,
eastbound right, northbound right). This reduction was balanced with
Intersection #1, Carlsbad Village Drive / Harding Street.
2. 10% of existing site traffic (per Table 1) from west of the site is assumed to be
inbound to the existing westerly driveway and outbound from the Oak Avenue
driveway, since outbound left turns are not permitted from any driveway on
Carlsbad Village Drive. These volumes were deducted from the Carlsbad
Village Drive / Harding Street intersection.
Figure 6 shows the existing site traffic volumes to be removed.
Diversion of Existing Traffic
A portion of existing westbound left-turn traffic removed at the primary Project
driveway on Carlsbad Village Drive is associated with the existing 7-eleven (which is
not a part of the Project site) due to the existing internal driveway between the sites.
With the closure of this internal driveway, these trips would be displaced as U-turns
at the Carlsbad Village Drive / Harding Street westbound left turn pocket.
This is estimated to be 18 AM peak hour and 20 PM peak hour trips, which is 40% of
the 7-eleven site’s inbound peak hour trip generation per SANDAG rates, shown in
Table 2.
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TABLE 2
EXISTING 7-ELEVENT TRIP GENERATION
Land Use Size
Daily Trip Ends
(ADTs) a Peak
Hour
% of
ADT b
In:Out Volume
Rate b Volume Split b In Out Total
Gasoline
with Food Mart 8 VFS 160/VFS 1,280 AM 7% 50:50 45 45 90
PM 8% 50:50 51 51 102
Footnotes:
a. ADT = Average Daily Traffic.
b. Trip generation rates from SANDAG Brief Guide.
General Notes:
VFS = vehicle fueling space
These were added back to the study area as displaced through trips at Intersection #1
and as westbound to eastbound U-turns at Intersection #2.
Figure 7 shows the displaced trips added back to the study area.
Gross Project Traffic
The gross Project traffic volumes (i.e., without subtracting existing uses) were then
assigned to the study area. The regional distribution of Project traffic was estimated
based on existing traffic patterns, surrounding land uses, and proximity to regional
access (i.e., Interstate 5).
The Project traffic was divided between the primary driveway on Carlsbad Village
Drive and the secondary driveway on Oak Avenue based existing traffic patterns and
the proposed layout of Project access. To provide a conservative analysis, all project
traffic assigned to Carlsbad Village Drive was assigned to the primary driveway and
not the alley located along the western edge of the site. No Project traffic is assigned
to the westbound left turn at Harding Street, consistent with the assumptions for
existing site traffic. This is because the path of travel to the south side (rear) of the
site on Oak Avenue via this route is significantly less direct and more time-
consuming than turning left directly into the main driveway from Carlsbad Village
Drive (approximately 0.3 miles in additional travel distance). As discussed before, the
main driveway on Carlsbad Village Drive allows access for both commercial and
residential users.
Figure 8 shows the proposed Project traffic distribution and Figure 9 shows the
Project traffic volumes. Figure 10 depicts the Existing + Project traffic volumes.
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INTERSECTION QUEUEING ANALYSIS
LLG prepared intersection turn lane queueing analysis for the two left-turn pockets on
Carlsbad Boulevard that will receive Project traffic. The following summarizes the
intersection queuing methods and results.
Methodology
Study area intersection turn pocket queueing was evaluated using the 95th percentile
back of queue length calculated with the assistance of the SimTraffic (version 11)
computer software.
City of Carlsbad location-specific signal timing parameters were used in the analysis
of Carlsbad Village Drive / Harding Street. The signal timing plan is included in
Attachment D. U-turns are permitted in the westbound left-turn pocket at Harding
Street. U-turns are combined with left-turns in the analysis.
Existing Intersection Queues
The calculated queue lengths for the study area turn pockets are shown in Table 3. As
shown in Table 3, the existing 95th percentile queue in the westbound left-turn pocket
from Carlsbad Village Drive to Harding Street slightly exceeds the available storage.
Attachment E contains the Existing queue analysis output sheets.
TABLE 3
QUEUING ANALYSIS
Intersection Movement Storage
(ft)
Peak
Hour
Queue (ft) a
Existing Existing + Project
1. Carlsbad Village Dr
/ Harding St WBL b 155 AM 135 144
PM 157 150 c
2. Carlsbad Village Dr
/ Project Driveway WBL 170 AM 53 43
PM 65 62
Footnotes:
a. 95th percentile queue calculated using SimTraffic analysis software. The 95th percentile queue indicates a 5%
probability of being exceeded during the peak hour.
b. Includes U-turns.
c. Currently, 54,175 sf (approximately 93%) of the total 58,735 sf shopping center is occupied, which is nearly
full occupancy. LLG performed a sensitivity analysis and the 95th percentile queue was calculated at 153 feet
if the existing site credit was calculated assuming the currently occupied square footage. Even with this
conservative occupancy level, this queue continues to be within the available turn pocket storage.
Existing + Project Intersection Queues
Table 2 also shows queue lengths under Existing + Project conditions. As shown in
Table 2 the peak hour queue lengths for the westbound left from Carlsbad Village
Drive to Harding Street are contained within the available storage, with the PM peak
hour queue being slightly lower than Existing. As described previously, while the
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proposed Project does not add any traffic, there may be a small increase in turn lane
volume due to the displaced 7-eleven traffic. However, there is nonetheless a net
decrease of 41 PM peak hour trips in the eastbound through movement (due to the
removal of the existing shopping center trips) which directly competes for traffic
signal green time with the westbound left-turn. Because the signal is actuated, the
decrease in traffic volumes in the eastbound through movement allows for
efficiencies within the busiest (95th percentile) signal cycle, leading to a small
decrease in queues.
Traffic volumes at the Project driveway are reduced during both AM/PM peak hours
due to the Project and the queue continues to be contained in the available storage.
Attachment F contains the Existing + Project queue analysis output sheets.
MULTIMODAL ACCESS
Multimodal (i.e., pedestrian, bicycle, and transit riders) access to the site is oriented
toward Carlsbad Village Drive, where existing sidewalks, bike lanes, and transit stops
are adjacent to the site. The two (2) commercial buildings are located at the north of
the site adjacent to Carlsbad Village Drive with entrances oriented toward the street.
The two (2) residential buildings are located just south of the commercial buildings.
The main pedestrian entrances in each building are located on the north side of the
buildings just across from the commercial buildings. On-site pedestrian paths and
marked crossings of internal driveways will be provided where significant pedestrian
activity is expected.
The existing multi-modal (i.e., pedestrian, bicycle, and/or transit) facilities along the
Project frontage on both Carlsbad Village Drive and Oak Avenue, between I-5 and
Harding Street, were evaluated using the City of Carlsbad’s MMLOS Tool (March
2020).
Table 4 summarizes the Pedestrian LOS analysis. As shown in Table 3, Carlsbad
Village Drive on the Project side of the street is calculated to obtain an acceptable
LOS C. No improvements are required per MMLOS standards. However, the Project
will complete improvements on Carlsbad Village Drive, including dedication of an
additional 8 feet of right-of-way along the Project frontage. With the additional right-
of-way the pedestrian area would include a 10-foot-wide sidewalk and 6-foot-wide
landscaped buffer. With these improvements the Pedestrian LOS is calculated at
LOS A, as shown in Table 4.
Oak Avenue is calculated to obtain Pedestrian LOS A. The Project will reconstruct
the existing curb, gutter, and sidewalk along its Oak Avenue frontage, and this will
continue to be Pedestrian LOS A.
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Table 5 summarizes the Bicycle LOS analysis. As shown in Table 5, the existing
bicycle facilities in both directions of travel within the study area are calculated to
obtain LOS C or better. No additional Project improvements are required.
Table 6 summarizes the Transit LOS analysis. As shown in Table 6, the transit stop in
front of the Project site on Carlsbad Village Drive is deficient due to lack of
amenities. In addition to the pedestrian improvements described, the Project will also
install a bench at this stop, resulting in Transit LOS B.
All MMLOS worksheets are provided in Attachment G.
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February 28, 2024
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TABLE 4
PEDESTRIAN LOS
Location Direction
Existing With Improvements
Improvements Total
Score LOS Total
Score LOS
Carlsbad Village Drive
I-5 to Harding Street EB 70 C 90 A
8-foot ROW dedication
resulting in 10-foot
sidewalk and 6-foot
landscaped buffer.
Oak Avenue
I-5 to Harding Street WB 90 A 90 A Replace existing curb,
gutter, and sidewalk.
General Note:
Pedestrian LOS evaluated for side of street
on which project is located.
* = Facility does not meet minimum
requirements to calculate score.
MMLOS Point
Point Score LOS
90-100 A
80-89 B
70-79 C
60-69 D
50-59 E
0-49 F
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TABLE 5
BICYCLE LOS
Location Direction
Existing With Improvements
Improvements Total
Score LOS Total
Score LOS
Carlsbad Village Drive
I-5 to Harding Street EB 100 A — — None WB 100 A — —
Oak Avenue
I-5 to Harding Street EB 75 C — — None WB 75 C — —
MMLOS Point
Point Score LOS
90-100 A
80-89 B
70-79 C
60-69 D
50-59 E
0-49 F
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TABLE 6
TRANSIT LOS
Location Direction
Existing With Improvements
Improvements Total
Score LOS Total
Score
LOS
Route 315
Carlsbad Village Drive / Harding
Street EB — * 84 B Provide bench.
General Notes:
* = Facility does not meet minimum
requirements to calculate score.
MMLOS Point
Point Score LOS
90-100 A
80-89 B
70-79 C
60-69 D
50-59 E
0-49 F
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Figures:
1. Project Vicinity Map
2. Project Area Map
3. Project Site Plan
4. Existing Conditions Diagram
5. Existing Traffic Volumes
6. Existing Site Traffic Volumes to be Removed
7. Displaced Existing Traffic Volumes
8. Project Traffic Distribution
9. Project Traffic Volumes
10. Existing + Project Traffic Volumes
Attachments:
A. Project Scoping Agreement
B. Intersection Count Sheets
C. Internal Trip Capture Worksheets
D. Signal Timing Plan
E. Existing Queue Analysis Worksheets
F. Existing + Project Queue Analysis Worksheets
G. MMLOS Worksheets
cc: File
BUILDING A1 STORY COMMERCIALTYPE V-A
BUILDING B1 STORY COMMERCIALTYPE V-A
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11 (E) SIDEWALK TO BE REMOVED AND REPLACEDWITH 10' WIDE SIDEWALK
12 6' PARKWAY WITH STREET TREES
13 PROPOSED STREET TREE REPLACEMENT
14 CURB RAMP TO BE REMOVED / REPLACED
Project Site Plan
Figure 3
Carlsbad Village Mixed-Use
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ATTACHMENT A
PROJECT SCOPING AGREEMENT
SCOPING AGREEMENT FOR TRANSPORTATION IMPACT STUDY
Case No. n/a
Project Name:
Project Location:
Related Cases ‐
SP No. n/a
EIR No. n/a
GPA No. n/a
CZ No. n/a
Consultant Developer
Name:
Address:
Santa Monica, CA 90403
Telephone:(818) 731‐3646
A. Trip Generation Source:
Existing Land Use Retail shopping center Proposed Land Use
Existing Zoning Proposed Zoning
Total Daily Trips Forecast Daily Trips
(Attach a trip generation table. Describe Trip Reduction Factors proposed and included in the trip generation table.)
See Trip Generation attachment.
B. Trip Distribution:Select Zone (Model Series )
(provide exhibit for detailed trip distribution and assignment.)
See Trip Distribution & Assignment attachments determined manually based on site access and local traffic patterns.
C. Background Traffic :
No LMA is required based on net decrease in trip generation
V‐B
ATTACHMENT A
This Letter acknowledges the City of Carlsbad Traffic engineering Division requirements for the
transportaion impact analysis of the following project. The analysis must follow the latest City of
Carlsbad Transportation Impact Study Guidelines dated April 2018.
Carlsbad Village Mixed Use
945‐1065 Carlsbad Village Drive;
West of Interstate 5 between Carlsbad Village Drive and Oak Avenue
Project
Description:
The project proposes to redevelop an existing retail shopping center totaling 58,735 square feet. The proposed
project includes approximately 218 multi‐family residential dwellings and 13,795 square feet of commercial space.
The site area is appoximately 4.12 acres.
No LMA is required based on a net decrease in site trip generation.
LLG, Engineers
San Diego, CA 92111
4542 Ruffner St. Suite 100
(858) 300‐8800
Tooley Interests, LLC
2001 Wilshire Boulevard, Suite 420
SANDAG "(Not So) Brief Guide…"
Multi‐family residential and commercial
7,044 2,242
V‐B
1/31/2024 N:\3651\Scoping\3651 Scoping Agreement (rev)
16
27
38
49
5
17
28
39
410
F. Other Jurisdictional Impacts
Is this project within any other Agency's Sphere of Influence or one‐mile radius of boundaries?Yes X No
If so, name of Jurisdiction:
G. Site Plan (attach a legible 11' x 17' copy)See attached site plan.
H. Specific Issues to be addressed in the Study (in addition to the standard analysis described in the Guidelines)
(To be filled out by Engineering Division)
Recommended by:
Consultant's Respresentative Date
Scoping Agreement Submitted on:
Date
Scoping Agreement Resubmitted on:
Date
Approved Scoping Agreement:
City of Carlsbad Date
Traffic Engineering Division
January 31, 2024
Shankar Ramakrishnan, P.E.September 28, 2022
September 28, 2022
Carlsbad Village Dr: I‐5 to Harding St (MMLOS)
A site access memo will be prepared evaluating site access and queuing, specifically in existing turn pockets. The traffic memo will provide
MMLOS analysis of bicycle, pedestrian, and transit modes along the project frontage. In addition, sight distance issues and entrance into
the parking garage will need to be addressed in the traffic analysis.
Access to the site will be provided from Carlsbad Village Dr and Oak Ave. Commercial traffic may access the site via Carlsbad Village Drive
only, with commercial parking in surface stalls adjacent to the buildings and additional parking in the structure. Commercial parking in the
structure will not be gated. Residential traffic may also enter via Carlsbad Village Drive, with secondary access via Oak Avenue. Residential
parking will be gated on both sides; parking structure via Oak Avenue will be restricted to residential traffic only.
E. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments.)
Carlsbad Village Dr / Project Driveway
D. Study Intersections: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments.)
Carlsbad Village Dr / Harding St
1/31/2024 N:\3651\Scoping\3651 Scoping Agreement (rev)
*Note: The project trip assignment will rely on documentation presented in the memo that supports the assertion that the westbound left turn
movement at the intersection of Harding and Carlsbad Village Drive will not experience an increase in traffic.
2/21/2024
Volume Rate In Out Total Rate In Out Total
Proposed Project
Apartment (Multi-family units >20 DU/acre) b 218 DU 6 /DU 1,308 8% 20% : 80% 21 84 105 9% 70% : 30% 83 35 118
Supermarket 5.8 KSF 150 /KSF 870 4% 70% : 30% 25 10 35 10% 50% : 50% 44 43 87
Retail / Strip Commercial 2 KSF 40 /KSF 80 3% 60% : 40% 1 1 2 9% 50% : 50% 4 3 7
Quality Restaurant 6 KSF 100 /KSF 600 1% 60% : 40% 4 2 6 8% 70% : 30% 34 14 48
Project Subtotal 2,858 5%51 97 148 9%165 95 260
Mixed Use Reduction c -616 -4 -4 -8 -39 -41 -80
Final Project Trips 2,242 47 93 140 126 54 180
Existing to be replaced
Neighborhood Shopping Center d 58.7 KSF 120 /KSF 7,044 4% 60% : 40% 169 113 282 10% 50% : 50% 352 352 704
Net New Trip Generation -4,802 -122 -20 -142 -226 -298 -524
Footnotes:
Therefore, the SANDAG "Neighborhood Shopping Center" rate is appropriate for the existing site. This rate accurately reflects the operations of a shopping center as a whole including trip-chaining
and internal interaction between individual uses that are typical of similar shopping centers. If specific trip rates for existing individual uses within the shopping center were applied, this would
increase the existing trip generation and therefore overstate the net trip reduction associated with the proposed project. The individual use trip rates pertain to isolated uses and do not accurately
reflect driveway trips for a combined shopping center.
Split Split
Project Trip Generation Summary
Carlsbad Village Mixed Use
Land Use Quantity Daily Volumes AM Peak Hour PM Peak Hour
Rate a
a. Trip generation rates from SANGAG's (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region, April 2002. ("SANDAG Brief Guide")
b. The site acreage is 4.12 therefore the residential density calculates to 53 DU/acre (218 / 4.12 = 53).
d. Per SANDAG this land use is typically less than 15 acres, less than 125,000 sq. ft., w/usually grocery & drugstore, cleaners, beauty & barber shop, & fast food services)
The existing 4.12 acre, 58.7 KSF site contains all of these individual uses including: grocery, drugstore, cleaners, barber shop, and eating establishments.
c. Mixed use reduction for AM/PM peak hours calculated using NCHRP 8-51 Internal Trip Capture Estimation Tool. Daily reduction estimated using relationship between peak hours and daily
volumes for unadjusted project trips.
N:\3651\Trip Generation\Trip Generation
1/31/2024 2:51 PM
BUILDING A
1 STORY
COMMERCIAL
BUILDING B
1 STORY
COMMERCIAL
CARLSBAD VILLAGE DRIVE
OAK AVENUE
SE
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5 FWY
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PARKING
ENTRANCE
5 STORIES
PARKING STRUCTURE
BUILDING D
5 STORIES
RESIDENTIAL
BUILDING C
5 STORIES
RESIDENTIAL
EXISTING
1-STORY
COMMERCI
AL
BUILDING
EXISTING 1-STORY
RESIDENTIAL
BUILDING
EXISTING 1-STORY
RESIDENTIAL
BUILDING
EXISTING 1-STORY
COMMUNITY CENTER
EXISTING
1-STORY
COMMUNITY
CENTER
T
T
FIRE BACKFLOW
WATER BACKFLOW #1
IRRIGATION
BACKFLOW
STANDPIPE
STANDPIPE
STANDPIPE
POOL
PEDESTRIAN
ENTRANCE
TRASH
TRASH /
LOADING
ZONE
TRASH
STAIR
EXIT
STAIR
EXIT
TRASH
BIKE PARKING
ENTRANCE
BIKE PARKING
ENTRANCE
PEDESTRIAN
ENTRANCE
PARKING
ENTRANCE
STAIR
EXIT
COMMERCIAL
ENTRANCE COMMERCIAL
ENTRANCE
COMMERCIAL
ENTRANCE
COMMERCIAL
ENTRANCE
COMMERCIAL
EXIT
COMMERCIAL
EXIT
COMMERCIAL
EXIT COMMERCIAL
EXIT
7'
-
0
"
COMM
ELECT
RELOCATED EXISTING
1 PHASE TRANSFORMER
24' - 0"
10' - 0"
16
'
-
0
"
19
'
-
0
"
21' - 3" 10' - 0"
WATER BACKFLOW #2
MODULAR
WETLAND UNIT
8'
-
0
"
8'
-
0
"
10
'
-
0
"
PROPERTY LINE
/DEDICATION
EASEMENT
T
SHEET NUMBER:
SHEET TITLE:
DATE:
REVISIONS:
SUBMITTAL:
3573 HAYDEN AVENUE
CULVER CITY, CA 90232
310.399.7975
KFALOSANGELES.COM
JOB NUMBER:
THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE
COPYRIGHTED WORK OF KFA, LLC AND MAY NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION
NOTES
4/5/2023 2:20:34 PM
TO
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C
A
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B
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SITE PLAN
5.9.2023
2022-004.00
ENTITLEMENT SET
GRT PORTFOLIO
PROPERTIES, LLC
2001 WILSHIRE BLVD #420
SANTA MONICA CA 90403
1" = 30'-0"1SITE PLAN
N
N:\3651\Memo\3651.Access.docx
ATTACHMENT B
INTERSECTION COUNT SHEETS
National Data & Surveying ServicesIntersection Turning Movement Count
Location:Harding St & Carlsbad Village DrCity:Carlsbad Project ID:Control:Signalized Date:11/29/2022
NS/EW Streets:
01000100120012 0 0NLNT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM 351801532006440763 8 31957:15 AM 361801521047640166516 62327:30 AM 4121202161037850187512 32507:45 AM 13121602820018270288819 63028:00 AM 21726017910187711593 9 62918:15 AM 5179030110397601513321 23408:30 AM 81517019500193502211116 63188:45 AM 71520025530387702614824 6376
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :45 99 136 0 170 33 9 0 16 664 45 1 147 776 125 38 2304APPROACH %'s :16.07% 35.36% 48.57% 0.00% 80.19% 15.57% 4.25% 0.00% 2.20% 91.46% 6.20% 0.14% 13.54% 71.45% 11.51% 3.50%
PEAK HR :08:00 AM 41 0 0 TOTAL
PEAK HR VOL :22 64 72 0 91 20 5 0 8 364 25 1 78 485 70 20 1325
PEAK HR FACTOR :0.688 0.941 0.692 0.000 0.758 0.556 0.417 0.000 0.667 0.938 0.893 0.250 0.750 0.819 0.729 0.833
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
01000100120012 0 0NLNT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM 627290339202189822016637 75374:15 PM 14 26 31 0 25 13 3 0 3 160 7 0 29 119 28 3 4614:30 PM 10 20 25 0 30 10 5 0 7 191 6 1 25 141 23 5 4994:45 PM 6 21 18 0 26 14 6 0 3 172 5 0 24 125 21 7 4485:00 PM 7 23 25 0 26 10 2 0 5 194 10 0 18 129 34 5 4885:15 PM 5 32 23 0 29 20 1 0 4 141 4 1 25 119 47 12 4635:30 PM 716280287106148802510023 44015:45 PM 825270329104146513213625 3454
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :63 190 206 0 229 92 21 0 34 1341 53 5 198 1035 238 46 3751
APPROACH %'s :13.73% 41.39% 44.88% 0.00% 66.96% 26.90% 6.14% 0.00% 2.37% 93.58% 3.70% 0.35% 13.05% 68.23% 15.69% 3.03%
PEAK HR :04:00 PM 289 0 0 TOTAL
PEAK HR VOL :36 94 103 0 114 46 16 0 15 712 26 3 98 551 109 22 1945
PEAK HR FACTOR :0.643 0.870 0.831 0.000 0.864 0.821 0.667 0.000 0.536 0.932 0.813 0.375 0.845 0.830 0.736 0.786
22-040211-001
04:00 PM - 05:00 PM
0.9050.820 0.957 0.922 0.848
08:00 AM - 09:00 AM
0.8810.878
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.879 0.939 0.800
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Harding St Harding St Carlsbad Village Dr Carlsbad Village Dr
National Data & Surveying ServicesIntersection Turning Movement Count
Location:Harding St & Carlsbad Village DrCity:Carlsbad Project ID:Control:Signalized Date:
NS/EW Streets:
0100010012001200NLNT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM 010000000100000027:15 AM 010000000000020037:30 AM 000001000000020037:45 AM 001000000100030058:00 AM 000100000000120048:15 AM 000000000100002038:30 AM 000001000000000018:45 AM 00000000000000101
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :021102000300193022APPROACH %'s :0.00% 50.00% 25.00% 25.00% 0.00% 100.00%0.00% 0.00% 0.00% 100.00%0.00% 0.00% 7.69% 69.23% 23.08% 0.00%
PEAK HR :08:00 AM 41 0 0 TOTAL
PEAK HR VOL :00010100010012309
PEAK HR FACTOR :0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.250 0.375 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0100010012001200NLNT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM 000000000000000004:15 PM 000002000000040064:30 PM 200000000110100054:45 PM 001020000300100075:00 PM 030000000400000075:15 PM 000000000000020025:30 PM 000000000000030035:45 PM 00000000001001002
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :2310220008202100032
APPROACH %'s :33.33% 50.00% 16.67% 0.00% 50.00% 50.00% 0.00% 0.00% 0.00% 80.00% 20.00% 0.00% 16.67% 83.33% 0.00% 0.00%
PEAK HR :04:00 PM 289 0 0 TOTAL
PEAK HR VOL :201022000410240018
PEAK HR FACTOR :0.250 0.000 0.250 0.000 0.250 0.250 0.000 0.000 0.000 0.333 0.250 0.000 0.500 0.250 0.000 0.000
22-040211-00111/29/2022
04:00 PM - 05:00 PM
0.6430.375 0.500 0.417 0.375
08:00 AM - 09:00 AM
0.563
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.250 0.250 0.250 0.500
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Harding St Harding St Carlsbad Village Dr Carlsbad Village Dr
National Data & Surveying ServicesIntersection Turning
Movement CountLocation:Harding St & Carlsbad Village Dr Project ID:
City:Carlsbad Date:
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
7:00 AM 1001100037:15 AM 1002110057:30 AM 1010000027:45 AM 002000013
8:00 AM 111301108
8:15 AM 22222210138:30 AM 0200011048:45 AM 104101007
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :75109463145
APPROACH %'s :58.33% 41.67% 52.63% 47.37% 40.00% 60.00% 75.00% 25.00%
PEAK HR :08:00 AM 40 -1 -1 TOTAL
PEAK HR VOL :4576253032
PEAK HR FACTOR :0.500 0.625 0.438 0.500 0.250 0.625 0.750
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL4:00 PM 13005010104:15 PM 12012204124:30 PM 0290330017
4:45 PM 41472311235:00 PM 02141013125:15 PM 22420120135:30 PM 1134240217
5:45 PM 000102014
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :9 1321191515 5 11108
APPROACH %'s :40.91% 59.09% 52.50% 47.50% 50.00% 50.00% 31.25% 68.75%
PEAK HR :04:00 PM 286 -3 -3 TOTAL
PEAK HR VOL :681381282562
PEAK HR FACTOR :0.375 0.667 0.361 0.286 0.600 0.667 0.500 0.313
22-040211-00111/29/2022
0.6740.700 0.477 0.833 0.438
04:00 PM - 05:00 PM
0.6150.563
PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
0.650 0.438 0.750
08:00 AM - 09:00 AM
AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Harding St Harding St Carlsbad Village Dr Carlsbad Village Dr
Prepared by National Data & Surveying Services
ID:22-040211-001 Day:
City:Carlsbad Date:
AM 520910 AM
NOON 0000 NOON
PM 16 46 114 0 PM
AM NOON PM PM NOON AM
0100 0 109 0 70
2 551 0 485
103 0198078
8015 1 TEV 1325 0 1945 0 22020
364 0 712 2 PHF 0.88 0.91
25026 0 0010
AM NOON PM PM NOON AM
PM 0 36 94 103 PM
NOON 0000NOON
AM 0 226472AM
Pedestrians (Crosswalks)
Totals (PM)Total Bikes (PM)
0
123
NORTHBOUND
Harding St
Totals (NOON)Total Bikes (NOON)
NONE
951 0 547
Totals (AM)170 Total Bikes (AM)
Ca
r
l
s
b
a
d
V
i
l
l
a
g
e
D
r
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
Ca
r
l
s
b
a
d
V
i
l
l
a
g
e
D
r
513 0 606
CONTROL
Signalized
0 NONE
04:00 PM - 05:00 PM 218
Harding St & Carlsbad Village Dr
Peak Hour Turning Movement Count
Harding St Tuesday
SOUTHBOUND 11/29/2022
4:00 PM - 06:00 PMPE
A
K
H
O
U
R
S
08:00 AM - 09:00 AM 142 7:00 AM - 09:00 AM CO
U
N
T
P
E
R
I
O
D
S
NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NO
O
N
PM AM NO
O
N
AM PM
NO
O
N
AM PMNO
O
N
PM AM
50 0
20 3
13 0 7 80 6
120 2
80 5
80 560 4
0
4
21
4
0
0 2 2
102
0
0
00
0
0
0 0 0
000
3
2
10
1
0
0 1 0
000
109
551
9826
712
15
16 46 11
4
10
3
9436
0
0
00
0
0
0 0 0
000
70
485
7825
364
8
5 20 91
726422
National Data & Surveying ServicesIntersection Turning Movement Count
Location:Village Plaza Dwy & Carlsbad Village DrCity:Carlsbad Project ID:Control:1-Way Stop(SB)Date:
NS/EW Streets:
0100010012001200NLNT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM 00600060196411183102097:15 AM 0060004011142016104612547:30 AM 0090004031160017109302617:45 AM 0040001001323014142302998:00 AM 0060003041342014127322958:15 AM 00120003031304115169603438:30 AM 00700030112310129154403328:45 AM 0010000404132502920560395
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :0 0 60 0 0 0 28 0 17 977 30 3 145 1093 32 3 2388APPROACH %'s :0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 1.66% 95.13% 2.92% 0.29% 11.39% 85.86% 2.51% 0.24%
PEAK HR :08:00 AM 41 0 0 TOTALPEAK HR VOL :0 0 35 0 0 0 13 0 12 519 21 2 87 655 19 2 1365
PEAK HR FACTOR :0.000 0.000 0.729 0.000 0.000 0.000 0.813 0.000 0.750 0.968 0.525 0.500 0.750 0.799 0.792 0.250
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0100010012001200NLNT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM 00200001032316034233415334:15 PM 00220001072137126169414514:30 PM 00190003032299021194914884:45 PM 00150003042184220181604535:00 PM 00160000032405025184404775:15 PM 0011000501217660182021304435:30 PM 00170001022192119165604325:45 PM 0011000305198211518850428
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :0 0 131 0 0 0 17 0 39 1724 41 5 178 1516 51 3 3705APPROACH %'s :0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 2.16% 95.30% 2.27% 0.28% 10.18% 86.73% 2.92% 0.17%
PEAK HR :04:00 PM 289 0 0 TOTALPEAK HR VOL :007600080178912631017772331925
PEAK HR FACTOR :0.000 0.000 0.864 0.000 0.000 0.000 0.667 0.000 0.607 0.964 0.722 0.375 0.743 0.834 0.639 0.750
22-040211-00211/29/2022
04:00 PM - 05:00 PM
0.9030.864 0.667 0.972 0.831
08:00 AM - 09:00 AM
0.864
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.729 0.813 0.982 0.795
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Village Plaza Dwy Village Plaza Dwy Carlsbad Village Dr Carlsbad Village Dr
National Data & Surveying ServicesIntersection Turning Movement Count
Location:Village Plaza Dwy & Carlsbad Village DrCity:Carlsbad Project ID:Control:1-Way Stop(SB)Date:
NS/EW Streets:
0100010012001200NLNT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM 000000000100000017:15 AM 000000000100010027:30 AM 000000000000020027:45 AM 000000100100020048:00 AM 000001100000010038:15 AM 000000000000010018:30 AM 001000000000110038:45 AM 00000000100001002
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :001001201300190018APPROACH %'s :0.00% 0.00% 100.00%0.00% 0.00% 33.33% 66.67% 0.00% 25.00% 75.00% 0.00% 0.00% 10.00% 90.00% 0.00% 0.00%
PEAK HR :08:00 AM 41 0 0 TOTAL
PEAK HR VOL :00100110100014009
PEAK HR FACTOR :0.000 0.000 0.250 0.000 0.000 0.250 0.250 0.000 0.250 0.000 0.000 0.000 0.250 1.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0100010012001200NLNT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM 000000000000020024:15 PM 000000100000020034:30 PM 000000000100000014:45 PM 000000001500000065:00 PM 000000000300000035:15 PM 000000000000030035:30 PM 000000000000020025:45 PM 00000000000001001
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0000001019000100021
APPROACH %'s :0.00% 0.00% 100.00%0.00% 10.00% 90.00% 0.00% 0.00% 0.00% 100.00%0.00% 0.00%
PEAK HR :04:00 PM 289 0 0 TOTAL
PEAK HR VOL :000000101600040012
PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.300 0.000 0.000 0.000 0.500 0.000 0.000
22-040211-00211/29/2022
04:00 PM - 05:00 PM
0.5000.250 0.292 0.500
08:00 AM - 09:00 AM
0.750
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.250 0.250 0.250 0.625
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Village Plaza Dwy Village Plaza Dwy Carlsbad Village Dr Carlsbad Village Dr
National Data & Surveying ServicesIntersection Turning
Movement CountLocation:Village Plaza Dwy & Carlsbad Village Dr Project ID:
City:Carlsbad Date:
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
7:00 AM 2100000037:15 AM 3111000067:30 AM 3100010057:45 AM 200112006
8:00 AM 132110008
8:15 AM 62012101138:30 AM 0210000038:45 AM 013000004
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :171174440148
APPROACH %'s :60.71% 39.29% 63.64% 36.36% 50.00% 50.00% 0.00% 100.00%
PEAK HR :08:00 AM 40 -1 -1 TOTAL
PEAK HR VOL :7862310128
PEAK HR FACTOR :0.292 0.667 0.500 0.500 0.375 0.250 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL4:00 PM 1101000034:15 PM 43120010114:30 PM 221101007
4:45 PM 1014020085:00 PM 3001000045:15 PM 24210100105:30 PM 001400229
5:45 PM 101003106
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :1410714074258
APPROACH %'s :58.33% 41.67% 33.33% 66.67% 0.00% 100.00% 66.67% 33.33%
PEAK HR :04:00 PM 286 -3 -3 TOTAL
PEAK HR VOL :8638031029
PEAK HR FACTOR :0.500 0.500 0.750 0.500 0.375 0.250
22-040211-00211/29/2022
0.6590.500 0.550 0.375 0.250
04:00 PM - 05:00 PM
0.5380.469
PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
0.667 0.333 0.250
08:00 AM - 09:00 AM
AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Village Plaza Dwy Village Plaza Dwy Carlsbad Village Dr Carlsbad Village Dr
Prepared by National Data & Surveying Services
ID:22-040211-002 Day:
City:Carlsbad Date:
AM 13000 AM
NOON 0000 NOON
PM 8000 PM
AM NOON PM PM NOON AM
0100 0 23019
2 777 0 655
203 01101 0 87
12017 1 TEV 1365 0 1925 0 302
519 0 891 2 PHF 0.86 0.90
21026 0 0010
AM NOON PM PM NOON AM
PM 00076PM
NOON 0000NOON
AM 00035AM
Pedestrians (Crosswalks)
Totals (PM)Total Bikes (PM)
0
108
NORTHBOUND
Village Plaza Dwy
Totals (NOON)Total Bikes (NOON)
NONE
970 0 556
Totals (AM)127 Total Bikes (AM)
Ca
r
l
s
b
a
d
V
i
l
l
a
g
e
D
r
EA
S
T
B
O
U
N
D
WE
S
T
B
O
U
N
D
Ca
r
l
s
b
a
d
V
i
l
l
a
g
e
D
r
670 0 788
CONTROL
1-Way Stop(SB)
0 NONE
04:00 PM - 05:00 PM 40
Village Plaza Dwy & Carlsbad Village Dr
Peak Hour Turning Movement Count
Village Plaza Dwy Tuesday
SOUTHBOUND 11/29/2022
4:00 PM - 06:00 PMPE
A
K
H
O
U
R
S
08:00 AM - 09:00 AM 31 7:00 AM - 09:00 AM CO
U
N
T
P
E
R
I
O
D
S
NOONAM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NO
O
N
PM AM NO
O
N
AM PM
NO
O
N
AM PMNO
O
N
PM AM
00 1
10 0
3 0 6 80 2
00 3
30 1
60 880 7
0
4
00
6
1
1 0 0
000
0
0
00
0
0
0 0 0
000
0
4
10
0
1
1 1 0
100
23
777
10126
891
17
8 0 0
7600
0
0
00
0
0
0 0 0
000
19
655
8721
519
12
13 0 0
3500
N:\3651\Memo\3651.Access.docx
ATTACHMENT C
INTERNAL TRIP CAPTURE WORKSHEETS
Project Name:
Analysis Period:
Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips*
Office 1.00 0 0 1.00 0 0
Retail 1.10 26 29 1.10 11 12
Restaurant 1.10 4 4 1.10 2 2
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.10 21 23 1.10 84 92
Hotel 1.00 0 0 1.00 0 0
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 3 2 2 0
Restaurant 1 0 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 2 1 18 0
Hotel 0 0 0 0
Office Retail Restaurant Residential Hotel
Office 9 1 0 0
Retail 0 2 0 0
Restaurant 0 2 1 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 5 1 0
Hotel 0 1 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 1 28 29 25 0 0
Restaurant 3 1 4 1 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 0 23 23 21 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 00 0 0 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 2 10 12 9 0 0
Restaurant 0 2 2 2 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 2 90 92 82 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 00 0 0 0 0
0
*Indicates computation that has been rounded to the nearest whole number.
0
0
0
0
0
Destination (To)
Cinema/Entertainment
0
3Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator
Destination Land Use
Table 9-A (O): Internal and External Trips Summary (Exiting Trips)
Origin Land Use Person-Trip Estimates External Trips by Mode*
External Trips by Mode*
1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A
2Person-Trips
Person-Trip Estimates
Carlsbad Village Mixed Use
AM Street Peak Hour
Table 9-A (D): Internal and External Trips Summary (Entering Trips)
Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin)
Origin (From)Destination (To)
Cinema/Entertainment
Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends
Table 7-A (O): Exiting Trips
0
0
0
Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination)
Origin (From)
Land Use Table 7-A (D): Entering Trips
Project Name:
Analysis Period:
Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips*
Office 1.00 0 0 1.00 0 0
Retail 1.10 48 53 1.00 46 46
Restaurant 1.10 34 37 1.10 14 15
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.10 83 91 1.10 35 39
Hotel 1.00 0 0 1.00 0 0
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 1 13 12 2
Restaurant 0 6 3 1
Cinema/Entertainment 0 0 0 0 0
Residential 2 16 8 1
Hotel 0 0 0 0
Office Retail Restaurant Residential Hotel
Office 4 1 4 0
Retail 0 11 42 0
Restaurant 0 27 15 0
Cinema/Entertainment 0 2 1 4 0
Residential 0 5 5 0
Hotel 0 1 2 0
Internal External Total Vehicles1 Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 11 42 53 38 0 0
Restaurant 16 21 37 19 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 15 76 91 69 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 000 0 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 23 23 46 23 0 0
Restaurant 9 6 15 5 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 10 29 39 26 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 000 0 0 0
*Indicates computation that has been rounded to the nearest whole number.
Carlsbad Village Mixed Use
PM Street Peak Hour
Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends
Land Use Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips
Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin)
Origin (From)Destination (To)
Destination (To)
Cinema/Entertainment
Cinema/Entertainment
0
2
1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P
2Person-Trips
0
0
Table 9-P (D): Internal and External Trips Summary (Entering Trips)
Destination Land Use
3Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator
Table 9-P (O): Internal and External Trips Summary (Exiting Trips)
Origin Land Use Person-Trip Estimates External Trips by Mode*
Person-Trip Estimates External Trips by Mode*
0
Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination)
Origin (From)
0
0
1
0
0
N:\3651\Memo\3651.Access.docx
ATTACHMENT D
SIGNAL TIMING PLAN
Controller Database Timing Sheet
3145 - Carlsbad Village Drive @ Harding ( Standard-2/17/2023 4:21:52 PM)
Reviewed By:JMiltonCreated By:
Station:
Type:Firmware:Scout Ethernet 85.1.0
Modified By:
87654321
Controller Phase Times(1.1.1)
00000000Max Step
00000000DyMaxLim
20222022Gap Reduce Min Gap
00000000Gap Reduce ReduceBy
00000000Gap Reduce Time To
00000000Gap Reduce Cars B4
Reduce
00000000Gap Reduce Time B4
00000000Max Init
00000000Add Init
20222022Red Revt
230190230190Ped Clr
70707070Walk
10111011Red Clr
3.703.73.73.703.73.7Yel Clr
00000000Max 2
25050202505020MAX 1
20422042Gap Ext
7010770107MIN GRN
Table - 1
3145 9/22/2023 4:34:33 PM1/42
87654321
Controller Phase Options(1.1.2)
........Hold to Max
SSSSSSSSAdded Init Calc
........Non-Actuated 2
........Non-Actuated 1
........Condit'l Service
........Rest In Walk
........Guarantd Passage
X.XXX.XXEnable Simul Gap
X...X...Dual Entry
........Auto Flash Exit
........Auto Flash Entry
........Lock Calls
........Soft Recall
........Ped Recall
........Max Recall
..X...X.Min Recall
X.XXX.XXEnable P
87654321
Controller Phase Options+ (1.1.3)
60002000Start Yel/Nxt P
00000000Ped Out/Ovlp P
00000000Omit Yel/Yel P
50505050Grn/Ped Delay Time
........RedRest On Gap
........Ped Delay
........Max Inhibit
........Max II
........Red Rest
........Skip Red-NoCall
........PedClr Thru Yel
........Reservice
Table - 1
3145 9/22/2023 4:34:33 PM2/42
C 16C 15C 14C 13C 12C 11C 10C 9C 8C 7C 6C 5C 4C 3C 2C 1Startu
pRing
Controller Phase , Ring, Start, Concur 1-16(1.1.4.1)
0000000000000043YELLO
W28
0000000000000043RED27
0000000000000021RED26
0000000000000021RED25
0000000000000087YELLOW14
0000000000000087RED13
0000000000000065RED12
0000000000000065RED11
C 32C 31C 30C 29C 28C 27C 26C 25C 24C 23C 22C 21C 20C 19C 18C 17
Controller Phase , Ring, Start, Concur 17-32(1.1.4.2)
00000000000000008
00000000000000007
00000000000000006
00000000000000005
00000000000000004
00000000000000003
00000000000000002
00000000000000001
I
32
I
31
I
30
I
29
I
28
I
27
I
26
I
25
I
24
I
23
I
22
I
21
I
20
I
19
I
18
I
17
I
16
I
15
I
14
I
13
I
12
I
11
I
10
I
9
I
8
I
7
I
6
I
5
I
4
I
3
I
2
I
1
C
4
C
3
C
2
C
1
Controller Phase Call(C), Inh(I) (1.1.5.1)
................................00008
................................00007
................................00006
................................00005
................................00004
................................00003
................................00002
................................00001
Redirect P
Calls To 4
Redirect P
Calls From 4
Redirect P
Calls To 3
Redirect P
Calls From 3
Redirect P
Calls To 2
Redirect P
Calls From 2
Redirect P
Calls To 1
Redirect P
Calls From 1
Controller Phase Redirect (1.1.5.2)
000000001
3145 9/22/2023 4:34:33 PM3/42
Redirect P
Calls To 4
Redirect P
Calls From 4
Redirect P
Calls To 3
Redirect P
Calls From 3
Redirect P
Calls To 2
Redirect P
Calls From 2
Redirect P
Calls To 1
Redirect P
Calls From 1
Controller Phase Redirect (1.1.5.2)
000000008
000000007
000000006
000000005
000000004
000000003
000000002
Value
Unit Parms(1.2.1)
5Red Revert
0AudioPedTime
.TSP (Transit)
.MAS (Master)
.Metric
0ADA Button Time
.ASC (Local)
0TestMods
.InFYARedStart
STOPTMAux Switch Function
1Feature Profile
EXTPrmpt/ExtCoor Out
0Max Seek Dwell Time
0Max Seek Track Time
.Stop Time Over
Preempt
.StartupCalls
.TOD Dim Enable
0Start Red Time
.Allow Skip Yel
.Allow < 3 sec Yel
.Local Flash Start
0MCE Timeout
0StartUp Flash(s)
8Screen Size
Table - 1
3145 9/22/2023 4:34:33 PM4/42
Value
Unit Parms(1.2.1)
.Web
0InetdRestart
0Security Delay
.Clearance Decide
.DSRC
14Free Ring Sequence
.LCU
4PHDiamond Mode
.PSI
STD8Phase Mode
.ENW (Emergency)
.SGN (Synchro Green)
.InvrtLocaFlsh
XTone Disable
.NAD (Naztec Adaptive)
3-6LPAlt Source
10Display Time
ALARMCycFailActn
0Max Cycle Tm
USERIO Mode
XAuto Ped Clear
.DCS
0CNA FreeTime
Tab
le -
2
3231302928272625242322212019181716151413121110987654321
Tab
le -
1
Ring Sequences (1.2.4)
21
Ring Input Map(1.2.5)
21Use Ring Inputs
Table - 1
Channe
l 16
Channe
l 15
Channe
l 14
Channe
l 13
Channe
l 12
Channe
l 11
Channe
l 10
Channe
l 9
Channe
l 8
Channe
l 7
Channe
l 6
Channe
l 5
Channe
l 4
Channe
l 3
Channe
l 2
Table -
1
MMU Permissives(1.3.3)
.X........XX...1
3145 9/22/2023 4:34:33 PM5/42
Value
Auto Flash Parms(1.4.1)
D-CONNInput Source (Type 2)
CHANNELFlash Mode
Table - 1
Value
General Overlap Parameters(1.5.1)
ALWAYSInhibitLockInterval
.Parent P Clrncs
.Conflict Lock Enable
.Lock Inhibit
Table - 1
4321
Overlap Programming(1.5.2.X.1)
0000Inc 22
0000Inc 21
0000Inc 20
0000Inc 19
0000Inc 18
0000Inc 17
0000Inc 16
0000Inc 15
0000Inc 14
0000Inc 13
0000Inc 12
0000Inc 11
0000Inc 10
0000Inc 9
0000Inc 8
0000Inc 7
0000Inc 6
0000Inc 5
0000Inc 4
0000Inc 3
0000Inc 2
0000Inc 1
Table - 1
3145 9/22/2023 4:34:33 PM6/42
4321
Overlap Programming(1.5.2.X.1)
0000Mod 26
0000Mod 25
0000Mod 24
0000Mod 23
0000Mod 22
0000Mod 21
0000Mod 20
0000Mod 19
0000Mod 18
0000Mod 17
0000Mod 16
0000Mod 15
0000Mod 14
0000Mod 13
0000Mod 12
0000Mod 11
0000Mod 10
0000Mod 9
0000Mod 8
0000Mod 7
0000Mod 6
0000Mod 5
0000Mod 4
0000Mod 3
0000Mod 2
0000Mod 1
0000Inc 32
0000Inc 31
0000Inc 30
0000Inc 29
0000Inc 28
0000Inc 27
0000Inc 26
0000Inc 25
0000Inc 24
0000Inc 23
3145 9/22/2023 4:34:33 PM7/42
4321
Overlap Programming(1.5.2.X.1)
1.51.51.51.5Red
3.53.53.53.5Yellow
0000Green
NORMALNORMALNORMALNORMALType
0000Mod 32
0000Mod 31
0000Mod 30
0000Mod 29
0000Mod 28
0000Mod 27
4321
Overlap Confl Prog+(1.5.2.X.2)
0000Phs 23
0000Phs 22
0000Phs 21
0000Phs 20
0000Phs 19
0000Phs 18
0000Phs 17
0000Phs 16
0000Phs 15
0000Phs 14
0000Phs 13
0000Phs 12
0000Phs 11
0000Phs 10
0000Phs 09
0000Phs 08
0000Phs 07
0000Phs 06
0000Phs 05
0000Phs 04
0000Phs 03
0000Phs 02
0000Phs 01
Table - 1
3145 9/22/2023 4:34:33 PM8/42
4321
Overlap Confl Prog+(1.5.2.X.2)
0000Olp 27
0000Olp 26
0000Olp 25
0000Olp 24
0000Olp 23
0000Olp 22
0000Olp 21
0000Olp 20
0000Olp 19
0000Olp 18
0000Olp 17
0000Olp 16
0000Olp 15
0000Olp 14
0000Olp 13
0000Olp 12
0000Olp 11
0000Olp 10
0000Olp 9
0000Olp 8
0000Olp 7
0000Olp 6
0000Olp 5
0000Olp 4
0000Olp 3
0000Olp 2
0000Olp 1
0000Phs 32
0000Phs 31
0000Phs 30
0000Phs 29
0000Phs 28
0000Phs 27
0000Phs 26
0000Phs 25
0000Phs 24
3145 9/22/2023 4:34:33 PM9/42
4321
Overlap Confl Prog+(1.5.2.X.2)
0000Ped 31
0000Ped 30
0000Ped 29
0000Ped 28
0000Ped 27
0000Ped 26
0000Ped 25
0000Ped 24
0000Ped 23
0000Ped 22
0000Ped 21
0000Ped 20
0000Ped 19
0000Ped 18
0000Ped 17
0000Ped 16
0000Ped 15
0000Ped 14
0000Ped 13
0000Ped 12
0000Ped 11
0000Ped 10
0000Ped 9
0000Ped 8
0000Ped 7
0000Ped 6
0000Ped 5
0000Ped 4
0000Ped 3
0000Ped 2
0000Ped 1
0000Olp 32
0000Olp 31
0000Olp 30
0000Olp 29
0000Olp 28
3145 9/22/2023 4:34:33 PM10/42
4321
Overlap Confl Prog+(1.5.2.X.2)
0000Ped 32
Value
Overlap Program Parms+(1.5.2.X.3)
.GrnExtInh 21
.GrnExtInh 20
.GrnExtInh 19
.GrnExtInh 18
.GrnExtInh 17
.GrnExtInh 16
.GrnExtInh 15
.GrnExtInh 14
.GrnExtInh 13
.GrnExtInh 12
.GrnExtInh 11
.GrnExtInh 10
.GrnExtInh 9
.GrnExtInh 8
.GrnExtInh 7
.GrnExtInh 6
.GrnExtInh 5
.GrnExtInh 4
.GrnExtInh 3
.GrnExtInh 2
.GrnExtInh 1
.PedRecycle
.RestInWalk
.OverrideYellow
.OverrideExcl
.GoBarNoNext
0PedClearTime
.PedCallClear
0FYA Delay Time
0Transit Input
.Leading Green
Table - 1
Table -1
3145 9/22/2023 4:34:33 PM11/42
Value
Overlap Program Parms+(1.5.2.X.3)
0FYA Delay Time
0Transit Input
.Leading Green
Table - 1
Table -2
0FYACallPh
0FYAMinTime
.FYARedB4Ped
0FYAGapDet4
0FYAGapDet3
0FYAGapDet2
0FYAGapDet1
0FYAGapExt
0FYAGapMax
0FYAGapMin
0GoBarMinFlash
.PedRecall
.OverrideRed
.OverrideGreen
.AUXGreenSwap
.FYA ImmedReturn
0FYA Ext Overlap
.FYA After Preempt
.FYA Skip Red
.FYA MCE Disable
.GrnExtInh 32
.GrnExtInh 31
.GrnExtInh 30
.GrnExtInh 29
.GrnExtInh 28
.GrnExtInh 27
.GrnExtInh 26
.GrnExtInh 25
.GrnExtInh 24
.GrnExtInh 23
.GrnExtInh 22
3145 9/22/2023 4:34:33 PM12/42
Value
Overlap Program Parms+(1.5.2.X.3)
.GrnExtInh 29
.GrnExtInh 28
.GrnExtInh 27
.GrnExtInh 26
.GrnExtInh 25
.GrnExtInh 24
.GrnExtInh 23
.GrnExtInh 22
.GrnExtInh 21
.GrnExtInh 20
.GrnExtInh 19
.GrnExtInh 18
.GrnExtInh 17
.GrnExtInh 16
.GrnExtInh 15
.GrnExtInh 14
.GrnExtInh 13
.GrnExtInh 12
.GrnExtInh 11
.GrnExtInh 10
.GrnExtInh 9
.GrnExtInh 8
.GrnExtInh 7
.GrnExtInh 6
.GrnExtInh 5
.GrnExtInh 4
.GrnExtInh 3
.GrnExtInh 2
.GrnExtInh 1
.PedRecycle
.RestInWalk
.OverrideYellow
.OverrideExcl
.GoBarNoNext
0PedClearTime
.PedCallClear
3145 9/22/2023 4:34:33 PM13/42
Value
Overlap Program Parms+(1.5.2.X.3)
.GrnExtInh 1
.PedRecycle
.RestInWalk
.OverrideYellow
.OverrideExcl
.GoBarNoNext
0PedClearTime
.PedCallClear
0FYA Delay Time
0Transit Input
.Leading Green
Table - 1
Table -3
0FYACallPh
0FYAMinTime
.FYARedB4Ped
0FYAGapDet4
0FYAGapDet3
0FYAGapDet2
0FYAGapDet1
0FYAGapExt
0FYAGapMax
0FYAGapMin
0GoBarMinFlash
.PedRecall
.OverrideRed
.OverrideGreen
.AUXGreenSwap
.FYA ImmedReturn
0FYA Ext Overlap
.FYA After Preempt
.FYA Skip Red
.FYA MCE Disable
.GrnExtInh 32
.GrnExtInh 31
.GrnExtInh 30
3145 9/22/2023 4:34:33 PM14/42
Value
Overlap Program Parms+(1.5.2.X.3)
.FYA ImmedReturn
0FYA Ext Overlap
.FYA After Preempt
.FYA Skip Red
.FYA MCE Disable
.GrnExtInh 32
.GrnExtInh 31
.GrnExtInh 30
.GrnExtInh 29
.GrnExtInh 28
.GrnExtInh 27
.GrnExtInh 26
.GrnExtInh 25
.GrnExtInh 24
.GrnExtInh 23
.GrnExtInh 22
.GrnExtInh 21
.GrnExtInh 20
.GrnExtInh 19
.GrnExtInh 18
.GrnExtInh 17
.GrnExtInh 16
.GrnExtInh 15
.GrnExtInh 14
.GrnExtInh 13
.GrnExtInh 12
.GrnExtInh 11
.GrnExtInh 10
.GrnExtInh 9
.GrnExtInh 8
.GrnExtInh 7
.GrnExtInh 6
.GrnExtInh 5
.GrnExtInh 4
.GrnExtInh 3
.GrnExtInh 2
3145 9/22/2023 4:34:33 PM15/42
Value
Overlap Program Parms+(1.5.2.X.3)
.GrnExtInh 9
.GrnExtInh 8
.GrnExtInh 7
.GrnExtInh 6
.GrnExtInh 5
.GrnExtInh 4
.GrnExtInh 3
.GrnExtInh 2
.GrnExtInh 1
.PedRecycle
.RestInWalk
.OverrideYellow
.OverrideExcl
.GoBarNoNext
0PedClearTime
.PedCallClear
0FYA Delay Time
0Transit Input
.Leading Green
Table - 1
Table -4
0FYACallPh
0FYAMinTime
.FYARedB4Ped
0FYAGapDet4
0FYAGapDet3
0FYAGapDet2
0FYAGapDet1
0FYAGapExt
0FYAGapMax
0FYAGapMin
0GoBarMinFlash
.PedRecall
.OverrideRed
.OverrideGreen
.AUXGreenSwap
3145 9/22/2023 4:34:33 PM16/42
Value
Overlap Program Parms+(1.5.2.X.3)
0FYAGapExt
0FYAGapMax
0FYAGapMin
0GoBarMinFlash
.PedRecall
.OverrideRed
.OverrideGreen
.AUXGreenSwap
.FYA ImmedReturn
0FYA Ext Overlap
.FYA After Preempt
.FYA Skip Red
.FYA MCE Disable
.GrnExtInh 32
.GrnExtInh 31
.GrnExtInh 30
.GrnExtInh 29
.GrnExtInh 28
.GrnExtInh 27
.GrnExtInh 26
.GrnExtInh 25
.GrnExtInh 24
.GrnExtInh 23
.GrnExtInh 22
.GrnExtInh 21
.GrnExtInh 20
.GrnExtInh 19
.GrnExtInh 18
.GrnExtInh 17
.GrnExtInh 16
.GrnExtInh 15
.GrnExtInh 14
.GrnExtInh 13
.GrnExtInh 12
.GrnExtInh 11
.GrnExtInh 10
3145 9/22/2023 4:34:33 PM17/42
Value
Overlap Program Parms+(1.5.2.X.3)
0FYACallPh
0FYAMinTime
.FYARedB4Ped
0FYAGapDet4
0FYAGapDet3
0FYAGapDet2
0FYAGapDet1
16151413121110987654321
Channels Assignments(1.8.1)
++++++++++++++++Dim Cyc
................Dim Red
................Dim Yellow
................Dim Green
................Alt Hz
................Flash Green
................Flash Yellow
....XXXXXXXXXXXXFlash Red
PEDPEDPEDPEDOLPOLPOLPOLPVEHVEHVEHVEHVEHVEHVEHVEHType
8642432187654321PH/OLP #
Table - 1
32313029282726252423222120191817
Channels Assignments(1.8.2)
++++++++++++++++Dim Cyc
................Dim Red
................Dim Yellow
................Dim Green
................Alt Hz
................Flash Green
................Flash Yellow
................Flash Red
........VEHVEHVEHVEHPEDPEDPEDPEDType
0000000000007531PH/OLP #
Table - 1
Value
Channels Parms(1.8.3)
3145 9/22/2023 4:34:33 PM18/42
Value
Channels Parms(1.8.3)
USERIO Mode
.Invert Rail Input
USERD Conn Mapping
.TOD Dim Enable
87654321
2A Output Map(1.9.4.2.5)
115575911453554951Pin 8
115333511529312527Pin 7
115911415713Pin 6
11558604254565052Pin 5
11534364030322628Pin 4
1151012386824Pin 3
11565663963646162Pin 2
11517183715161314Pin 1
Table - 1
Value
Logging Purdue(1.9.5)
.Cabinet
.Overlaps
.Preempt
.Control
.COORD
.Peds
.Dets
.COLOR
0ResyncFreq
0LogHistory
0MaxDuration
0MaxBlocks
.EnableLogs
Table - 1
Value
Coordination Modes, + (2.1)
0OpMode
Table - 1
3145 9/22/2023 4:34:33 PM19/42
Value
Coordination Modes, + (2.1)
0Plan D
0Plan B
.ExtOnCommFail
0ExtFailPattern
.PedCallInh
XNoAddedInit
TIMEDLeave Walk After
TIMEDLeave Walk Before
0NTCIP Yield
+NTCIP Yield Sign
.Auto Err Reset
.Easy Float
0Plan C
0Plan A
0SyncPulsetime
XDynShortway
.ExtPattern
XFreeOnSeqChang
NO_RECYCLEWalk Recycle
XStop In Walk
.Latch Sec Frc
.External
XClosed Loop
RESERVEDForce-Off Plus
MAX INHMaximumMode
CHANNELFlash Mode
SHRT/LNGCorrectionMode
FLOATForceOffMode
seqncSplitOffsetCycleTable - 1
Patterns(2.4)
10004
143781003
10002
141221001
Splits Expanded(2.7.X.1)
3145 9/22/2023 4:34:33 PM20/42
87654321
NONNONNONNONNONNONNONNONMode
........Coord Phase
00000000Time
Table - 6
NONNONNONNONNONNONNONNONMode
........Coord Phase
00000000Time
Table - 4
NONNONMAXNONNONNONMAXNONMode
......X.Coord Phase
35040253504025Time
Table - 3
NONNONNONNONNONNONNONNONMode
........Coord Phase
00000000Time
Table - 2
NONNONMAXNONNONNONMAXNONMode
..X.....Coord Phase
35040253504025Time
Table - 1
Value
Preempt Parms(1.2.1)
.Invert Rail Input
.EVP Ped Confirmations
ALARMCycFailActn
0Max Seek Dwell Time
0Max Seek Track Time
0Max Cycle Tm
3-6LPAlt Source
Table - 1
Value
Preempt Times (3.1.X.1)
0MaxPres
0MinDura
0Delay
Table - 1
Table -1
3145 9/22/2023 4:34:33 PM21/42
Value
Preempt Times (3.1.X.1)
0Track Grn
0PedClr
0MinWalk
0MINGRN
23MaxPres
0MinDura
0Delay
Table - 1
Table -4
0Init Dwell
0Min Dwell
0Track Grn
0PedClr
0MinWalk
0MINGRN
23MaxPres
0MinDura
0Delay
Table - 1
Table -3
0Init Dwell
0Min Dwell
0Track Grn
0PedClr
0MinWalk
0MINGRN
0MaxPres
0MinDura
0Delay
Table - 1
Table -2
0Init Dwell
0Min Dwell
0Track Grn
0PedClr
0MinWalk
0MINGRN
3145 9/22/2023 4:34:33 PM22/42
Value
Preempt Times (3.1.X.1)
0Init Dwell
0Min Dwell
0Track Grn
0PedClr
0MinWalk
0MINGRN
23MaxPres
0MinDura
0Delay
Table - 1
Table -6
0Init Dwell
0Min Dwell
0Track Grn
0PedClr
0MinWalk
0MINGRN
23MaxPres
0MinDura
0Delay
Table - 1
Table -5
0Init Dwell
0Min Dwell
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Veh1
0Track Veh8
0Track Veh7
0Track Veh6
0Track Veh5
0Track Veh4
0Track Veh3
0Track Veh2
0Track Veh1
Table -1
3145 9/22/2023 4:34:33 PM23/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Ped5
0Dwell Cyc Ped4
0Dwell Cyc Ped3
0Dwell Cyc Ped2
0Dwell Cyc Ped1
0Dwell Cyc Veh32
0Dwell Cyc Veh31
0Dwell Cyc Veh30
0Dwell Cyc Veh29
0Dwell Cyc Veh28
0Dwell Cyc Veh27
0Dwell Cyc Veh26
0Dwell Cyc Veh25
0Dwell Cyc Veh24
0Dwell Cyc Veh23
0Dwell Cyc Veh22
0Dwell Cyc Veh21
0Dwell Cyc Veh20
0Dwell Cyc Veh19
0Dwell Cyc Veh18
0Dwell Cyc Veh17
0Dwell Cyc Veh16
0Dwell Cyc Veh15
0Dwell Cyc Veh14
0Dwell Cyc Veh13
0Dwell Cyc Veh12
0Dwell Cyc Veh11
0Dwell Cyc Veh10
0Dwell Cyc Veh9
0Dwell Cyc Veh8
0Dwell Cyc Veh7
0Dwell Cyc Veh6
0Dwell Cyc Veh5
0Dwell Cyc Veh4
0Dwell Cyc Veh3
0Dwell Cyc Veh2
3145 9/22/2023 4:34:33 PM24/42
Value
Preempt Phases(3.1.X.2)
Table -2
0Exit 8
0Exit 7
0Exit 6
0Exit 5
0Exit 4
0Exit 3
0Exit 2
0Exit 1
0Dwell Cyc Ped32
0Dwell Cyc Ped31
0Dwell Cyc Ped30
0Dwell Cyc Ped29
0Dwell Cyc Ped28
0Dwell Cyc Ped27
0Dwell Cyc Ped26
0Dwell Cyc Ped25
0Dwell Cyc Ped24
0Dwell Cyc Ped23
0Dwell Cyc Ped22
0Dwell Cyc Ped21
0Dwell Cyc Ped20
0Dwell Cyc Ped19
0Dwell Cyc Ped18
0Dwell Cyc Ped17
0Dwell Cyc Ped16
0Dwell Cyc Ped15
0Dwell Cyc Ped14
0Dwell Cyc Ped13
0Dwell Cyc Ped12
0Dwell Cyc Ped11
0Dwell Cyc Ped10
0Dwell Cyc Ped9
0Dwell Cyc Ped8
0Dwell Cyc Ped7
0Dwell Cyc Ped6
3145 9/22/2023 4:34:33 PM25/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Veh28
0Dwell Cyc Veh27
0Dwell Cyc Veh26
0Dwell Cyc Veh25
0Dwell Cyc Veh24
0Dwell Cyc Veh23
0Dwell Cyc Veh22
0Dwell Cyc Veh21
0Dwell Cyc Veh20
0Dwell Cyc Veh19
0Dwell Cyc Veh18
0Dwell Cyc Veh17
0Dwell Cyc Veh16
0Dwell Cyc Veh15
0Dwell Cyc Veh14
0Dwell Cyc Veh13
0Dwell Cyc Veh12
0Dwell Cyc Veh11
0Dwell Cyc Veh10
0Dwell Cyc Veh9
0Dwell Cyc Veh8
0Dwell Cyc Veh7
0Dwell Cyc Veh6
0Dwell Cyc Veh5
0Dwell Cyc Veh4
0Dwell Cyc Veh3
0Dwell Cyc Veh2
0Dwell Cyc Veh1
0Track Veh8
0Track Veh7
0Track Veh6
0Track Veh5
0Track Veh4
0Track Veh3
0Track Veh2
0Track Veh1
3145 9/22/2023 4:34:33 PM26/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Ped32
0Dwell Cyc Ped31
0Dwell Cyc Ped30
0Dwell Cyc Ped29
0Dwell Cyc Ped28
0Dwell Cyc Ped27
0Dwell Cyc Ped26
0Dwell Cyc Ped25
0Dwell Cyc Ped24
0Dwell Cyc Ped23
0Dwell Cyc Ped22
0Dwell Cyc Ped21
0Dwell Cyc Ped20
0Dwell Cyc Ped19
0Dwell Cyc Ped18
0Dwell Cyc Ped17
0Dwell Cyc Ped16
0Dwell Cyc Ped15
0Dwell Cyc Ped14
0Dwell Cyc Ped13
0Dwell Cyc Ped12
0Dwell Cyc Ped11
0Dwell Cyc Ped10
0Dwell Cyc Ped9
0Dwell Cyc Ped8
0Dwell Cyc Ped7
0Dwell Cyc Ped6
0Dwell Cyc Ped5
0Dwell Cyc Ped4
0Dwell Cyc Ped3
0Dwell Cyc Ped2
0Dwell Cyc Ped1
0Dwell Cyc Veh32
0Dwell Cyc Veh31
0Dwell Cyc Veh30
0Dwell Cyc Veh29
3145 9/22/2023 4:34:33 PM27/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Veh19
0Dwell Cyc Veh18
0Dwell Cyc Veh17
0Dwell Cyc Veh16
0Dwell Cyc Veh15
0Dwell Cyc Veh14
0Dwell Cyc Veh13
0Dwell Cyc Veh12
0Dwell Cyc Veh11
0Dwell Cyc Veh10
0Dwell Cyc Veh9
0Dwell Cyc Veh8
0Dwell Cyc Veh7
0Dwell Cyc Veh6
0Dwell Cyc Veh5
0Dwell Cyc Veh4
0Dwell Cyc Veh3
5Dwell Cyc Veh2
2Dwell Cyc Veh1
0Track Veh8
0Track Veh7
0Track Veh6
0Track Veh5
0Track Veh4
0Track Veh3
0Track Veh2
0Track Veh1
Table -3
0Exit 8
0Exit 7
0Exit 6
0Exit 5
0Exit 4
0Exit 3
0Exit 2
0Exit 1
3145 9/22/2023 4:34:33 PM28/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Ped23
0Dwell Cyc Ped22
0Dwell Cyc Ped21
0Dwell Cyc Ped20
0Dwell Cyc Ped19
0Dwell Cyc Ped18
0Dwell Cyc Ped17
0Dwell Cyc Ped16
0Dwell Cyc Ped15
0Dwell Cyc Ped14
0Dwell Cyc Ped13
0Dwell Cyc Ped12
0Dwell Cyc Ped11
0Dwell Cyc Ped10
0Dwell Cyc Ped9
0Dwell Cyc Ped8
0Dwell Cyc Ped7
0Dwell Cyc Ped6
0Dwell Cyc Ped5
0Dwell Cyc Ped4
0Dwell Cyc Ped3
0Dwell Cyc Ped2
0Dwell Cyc Ped1
0Dwell Cyc Veh32
0Dwell Cyc Veh31
0Dwell Cyc Veh30
0Dwell Cyc Veh29
0Dwell Cyc Veh28
0Dwell Cyc Veh27
0Dwell Cyc Veh26
0Dwell Cyc Veh25
0Dwell Cyc Veh24
0Dwell Cyc Veh23
0Dwell Cyc Veh22
0Dwell Cyc Veh21
0Dwell Cyc Veh20
3145 9/22/2023 4:34:33 PM29/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Veh10
0Dwell Cyc Veh9
0Dwell Cyc Veh8
0Dwell Cyc Veh7
0Dwell Cyc Veh6
0Dwell Cyc Veh5
0Dwell Cyc Veh4
0Dwell Cyc Veh3
0Dwell Cyc Veh2
4Dwell Cyc Veh1
0Track Veh8
0Track Veh7
0Track Veh6
0Track Veh5
0Track Veh4
0Track Veh3
0Track Veh2
0Track Veh1
Table -4
0Exit 8
0Exit 7
0Exit 6
0Exit 5
0Exit 4
0Exit 3
0Exit 2
0Exit 1
0Dwell Cyc Ped32
0Dwell Cyc Ped31
0Dwell Cyc Ped30
0Dwell Cyc Ped29
0Dwell Cyc Ped28
0Dwell Cyc Ped27
0Dwell Cyc Ped26
0Dwell Cyc Ped25
0Dwell Cyc Ped24
3145 9/22/2023 4:34:33 PM30/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Ped14
0Dwell Cyc Ped13
0Dwell Cyc Ped12
0Dwell Cyc Ped11
0Dwell Cyc Ped10
0Dwell Cyc Ped9
0Dwell Cyc Ped8
0Dwell Cyc Ped7
0Dwell Cyc Ped6
0Dwell Cyc Ped5
0Dwell Cyc Ped4
0Dwell Cyc Ped3
0Dwell Cyc Ped2
0Dwell Cyc Ped1
0Dwell Cyc Veh32
0Dwell Cyc Veh31
0Dwell Cyc Veh30
0Dwell Cyc Veh29
0Dwell Cyc Veh28
0Dwell Cyc Veh27
0Dwell Cyc Veh26
0Dwell Cyc Veh25
0Dwell Cyc Veh24
0Dwell Cyc Veh23
0Dwell Cyc Veh22
0Dwell Cyc Veh21
0Dwell Cyc Veh20
0Dwell Cyc Veh19
0Dwell Cyc Veh18
0Dwell Cyc Veh17
0Dwell Cyc Veh16
0Dwell Cyc Veh15
0Dwell Cyc Veh14
0Dwell Cyc Veh13
0Dwell Cyc Veh12
0Dwell Cyc Veh11
3145 9/22/2023 4:34:33 PM31/42
Value
Preempt Phases(3.1.X.2)
1Dwell Cyc Veh1
0Track Veh8
0Track Veh7
0Track Veh6
0Track Veh5
0Track Veh4
0Track Veh3
0Track Veh2
0Track Veh1
Table -5
0Exit 8
0Exit 7
0Exit 6
0Exit 5
0Exit 4
0Exit 3
0Exit 2
0Exit 1
0Dwell Cyc Ped32
0Dwell Cyc Ped31
0Dwell Cyc Ped30
0Dwell Cyc Ped29
0Dwell Cyc Ped28
0Dwell Cyc Ped27
0Dwell Cyc Ped26
0Dwell Cyc Ped25
0Dwell Cyc Ped24
0Dwell Cyc Ped23
0Dwell Cyc Ped22
0Dwell Cyc Ped21
0Dwell Cyc Ped20
0Dwell Cyc Ped19
0Dwell Cyc Ped18
0Dwell Cyc Ped17
0Dwell Cyc Ped16
0Dwell Cyc Ped15
3145 9/22/2023 4:34:33 PM32/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Ped5
0Dwell Cyc Ped4
0Dwell Cyc Ped3
0Dwell Cyc Ped2
0Dwell Cyc Ped1
0Dwell Cyc Veh32
0Dwell Cyc Veh31
0Dwell Cyc Veh30
0Dwell Cyc Veh29
0Dwell Cyc Veh28
0Dwell Cyc Veh27
0Dwell Cyc Veh26
0Dwell Cyc Veh25
0Dwell Cyc Veh24
0Dwell Cyc Veh23
0Dwell Cyc Veh22
0Dwell Cyc Veh21
0Dwell Cyc Veh20
0Dwell Cyc Veh19
0Dwell Cyc Veh18
0Dwell Cyc Veh17
0Dwell Cyc Veh16
0Dwell Cyc Veh15
0Dwell Cyc Veh14
0Dwell Cyc Veh13
0Dwell Cyc Veh12
0Dwell Cyc Veh11
0Dwell Cyc Veh10
0Dwell Cyc Veh9
0Dwell Cyc Veh8
0Dwell Cyc Veh7
0Dwell Cyc Veh6
0Dwell Cyc Veh5
0Dwell Cyc Veh4
0Dwell Cyc Veh3
6Dwell Cyc Veh2
3145 9/22/2023 4:34:33 PM33/42
Value
Preempt Phases(3.1.X.2)
Table -6
0Exit 8
0Exit 7
0Exit 6
0Exit 5
0Exit 4
0Exit 3
0Exit 2
0Exit 1
0Dwell Cyc Ped32
0Dwell Cyc Ped31
0Dwell Cyc Ped30
0Dwell Cyc Ped29
0Dwell Cyc Ped28
0Dwell Cyc Ped27
0Dwell Cyc Ped26
0Dwell Cyc Ped25
0Dwell Cyc Ped24
0Dwell Cyc Ped23
0Dwell Cyc Ped22
0Dwell Cyc Ped21
0Dwell Cyc Ped20
0Dwell Cyc Ped19
0Dwell Cyc Ped18
0Dwell Cyc Ped17
0Dwell Cyc Ped16
0Dwell Cyc Ped15
0Dwell Cyc Ped14
0Dwell Cyc Ped13
0Dwell Cyc Ped12
0Dwell Cyc Ped11
0Dwell Cyc Ped10
0Dwell Cyc Ped9
0Dwell Cyc Ped8
0Dwell Cyc Ped7
0Dwell Cyc Ped6
3145 9/22/2023 4:34:33 PM34/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Veh28
0Dwell Cyc Veh27
0Dwell Cyc Veh26
0Dwell Cyc Veh25
0Dwell Cyc Veh24
0Dwell Cyc Veh23
0Dwell Cyc Veh22
0Dwell Cyc Veh21
0Dwell Cyc Veh20
0Dwell Cyc Veh19
0Dwell Cyc Veh18
0Dwell Cyc Veh17
0Dwell Cyc Veh16
0Dwell Cyc Veh15
0Dwell Cyc Veh14
0Dwell Cyc Veh13
0Dwell Cyc Veh12
0Dwell Cyc Veh11
0Dwell Cyc Veh10
0Dwell Cyc Veh9
0Dwell Cyc Veh8
0Dwell Cyc Veh7
0Dwell Cyc Veh6
0Dwell Cyc Veh5
0Dwell Cyc Veh4
0Dwell Cyc Veh3
8Dwell Cyc Veh2
0Dwell Cyc Veh1
0Track Veh8
0Track Veh7
0Track Veh6
0Track Veh5
0Track Veh4
0Track Veh3
0Track Veh2
0Track Veh1
3145 9/22/2023 4:34:33 PM35/42
Value
Preempt Phases(3.1.X.2)
0Dwell Cyc Ped32
0Dwell Cyc Ped31
0Dwell Cyc Ped30
0Dwell Cyc Ped29
0Dwell Cyc Ped28
0Dwell Cyc Ped27
0Dwell Cyc Ped26
0Dwell Cyc Ped25
0Dwell Cyc Ped24
0Dwell Cyc Ped23
0Dwell Cyc Ped22
0Dwell Cyc Ped21
0Dwell Cyc Ped20
0Dwell Cyc Ped19
0Dwell Cyc Ped18
0Dwell Cyc Ped17
0Dwell Cyc Ped16
0Dwell Cyc Ped15
0Dwell Cyc Ped14
0Dwell Cyc Ped13
0Dwell Cyc Ped12
0Dwell Cyc Ped11
0Dwell Cyc Ped10
0Dwell Cyc Ped9
0Dwell Cyc Ped8
0Dwell Cyc Ped7
0Dwell Cyc Ped6
0Dwell Cyc Ped5
0Dwell Cyc Ped4
0Dwell Cyc Ped3
0Dwell Cyc Ped2
0Dwell Cyc Ped1
0Dwell Cyc Veh32
0Dwell Cyc Veh31
0Dwell Cyc Veh30
0Dwell Cyc Veh29
3145 9/22/2023 4:34:33 PM36/42
Value
Preempt Phases(3.1.X.2)
0Exit 8
0Exit 7
0Exit 6
0Exit 5
0Exit 4
0Exit 3
0Exit 2
0Exit 1
Value
Preempt Options(3.1.X.3)
.Flash in Dwell
.Override Higher #
Preempt
.Override Auto Flash
.Lock Input
Table -4
0Link to Preempt
.Flash in Dwell
.Override Higher #
Preempt
.Override Auto Flash
.Lock Input
Table -3
0Link to Preempt
XFlash in Dwell
XOverride Higher #
Preempt
XOverride Auto Flash
XLock Input
Table -2
0Link to Preempt
XFlash in Dwell
XOverride Higher #
Preempt
XOverride Auto Flash
XLock Input
Table -1
3145 9/22/2023 4:34:33 PM37/42
Value
Preempt Options(3.1.X.3)
0Link to Preempt
.Flash in Dwell
.Override Higher # Preempt
.Override Auto Flash
.Lock Input
Table -6
0Link to Preempt
.Flash in Dwell
.Override Higher #
Preempt
.Override Auto Flash
.Lock Input
Table -5
0Link to Preempt
16151413121110987654321
Day Plan(4.4)
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
Table - 4
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
Table - 3
00000000000000014Action
0000000000000000Minute
0000000000000000Hour
Table - 2
000000000000143114Action
000000000000300300Minute
000000000000181370Hour
Table - 1
MaxPresNo ActivityQueue.Extend.DelaySwitch PhaseCall PhaseTable - 1
Vehicle Detector Params(5.1)
00000051
3145 9/22/2023 4:34:33 PM38/42
MaxPresNo ActivityQueue.Extend.DelaySwitch PhaseCall PhaseTable - 1
Vehicle Detector Params(5.1)
000000032
000000031
000000030
000000029
000000728
000000527
000000826
000000825
000000824
000000823
000000822
000000321
000000620
000000619
000000618
000000617
000000616
000000115
000000314
000000113
000000412
000000411
000000410
00000049
00000048
00000077
00000026
00000025
00000024
00000023
00000022
VolumeOccupYellow LockRed LockAdded InitQueueExtendCallFail TimeErrCnt
Vehicle Detector Options(5.2)
XX..X.XX203
XX..X.XX202
XX..X.XX201
3145 9/22/2023 4:34:33 PM39/42
VolumeOccupYellow LockRed LockAdded InitQueueExtendCallFail TimeErrCnt
Vehicle Detector Options(5.2)
........0032
........0031
........0030
........0029
XX..X.XX2028
XX..X.XX2027
XX..X.XX2026
XX..X.XX2025
XX..X.XX2024
XX..X.XX2023
XX..X.XX2022
XX..X.XX2021
XX..X.XX2020
XX..X.XX2019
XX..X.XX2018
XX..X.XX2017
XX..X.XX2016
XX..X.XX2015
XX..X.XX2014
XX..X.XX2013
XX..X.XX2012
XX..X.XX2011
XX..X.XX2010
XX..X.XX209
XX..X.XX208
XX..X.XX207
XX..X.XX206
XX..X.XX205
XX..X.XX204
MaxPresNo ActCallTable - 1
Ped Detectors(5.4)
0085
10044
0003
10022
0001
3145 9/22/2023 4:34:33 PM40/42
MaxPresNo ActCallTable - 1
Ped Detectors(5.4)
10088
0007
10066
ErrCnt
Ped Enh+(5.9.4)
08
07
06
05
04
03
02
01
Value
General Comm Parms(6.1)
0Fail Time
900Backup Time
0Master ID
0Group ID
3145Station ID
Table - 1
FCMBaudTable - 1
Port Parameters(6.2)
012008
012007
012006
012005
012004
012003
696002
696001
Value
IP Parameters(6.5)
Table - 1
3145 9/22/2023 4:34:33 PM41/42
Value
IP Parameters(6.5)
0IP Ping 4
0IP Ping 3
0IP Ping 2
0IP Ping 1
0IP Host2 4
0IP Host2 3
0IP Host2 2
0IP Host2 1
0IP Host1 4
0IP Host1 3
0IP Host1 2
0IP Host1 1
.Use Grat Arp
.Use DHCP
5145IP Port
1IP Gateway 4
96IP Gateway 3
188IP Gateway 2
10IP Gateway 1
0IP Broadcast 4
0IP Broadcast 3
0IP Broadcast 2
0IP Broadcast 1
0IP Mask 4
224IP Mask 3
255IP Mask 2
255IP Mask 1
161IP Address 4
97IP Address 3
188IP Address 2
10IP Address 1
3145 9/22/2023 4:34:33 PM42/42
N:\3651\Memo\3651.Access.docx
ATTACHMENT E
EXISTING QUEUE ANALYSIS WORKSHEETS
Existing AM Carlsbad Village Mixed Use
Queuing and Blocking Report
N:\3651\Analysis\Synchro\1 EX AM.syn SimTraffic Report
Intersection: 1: Harding St & Carlsbad Village Dr
Movement EB EB EB WB WB WB NB SB
Directions Served L T TR L T TR LTR LTR
Maximum Queue (ft)70 173 162 150 204 197 160 133
Average Queue (ft)9 97 44 75 79 60 82 72
95th Queue (ft)39 167 113 135 156 135 149 126
Link Distance (ft)286 286 336 336 146 118
Upstream Blk Time (%)2 3
Queuing Penalty (veh)0 0
Storage Bay Dist (ft)90 155
Storage Blk Time (%)10 2 1
Queuing Penalty (veh)1 4 1
Intersection: 2: Village Plaza Dwy & Carlsbad Village Dr
Movement EB EB EB WB WB WB NB SB
Directions Served L T TR L T TR R R
Maximum Queue (ft)39 64 41 63 74 51 55 45
Average Queue (ft)9 6 4 24 11 4 23 12
95th Queue (ft)32 34 22 53 45 25 51 38
Link Distance (ft)336 336 215 215 32 109
Upstream Blk Time (%)4
Queuing Penalty (veh)0
Storage Bay Dist (ft) 120 180
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 7
Existing PM Carlsbad Village Mixed Use
Queuing and Blocking Report
N:\3651\Analysis\Synchro\2 EX PM.syn SimTraffic Report
Intersection: 1: Harding St & Carlsbad Village Dr
Movement EB EB EB WB WB WB NB SB
Directions Served L T TR L T TR LTR LTR
Maximum Queue (ft) 114 304 259 158 254 217 165 140
Average Queue (ft) 27 192 124 91 108 88 109 98
95th Queue (ft)84 292 227 157 198 173 179 149
Link Distance (ft)289 289 336 336 146 118
Upstream Blk Time (%)1 0 0 5 10
Queuing Penalty (veh)0 0 0 0 0
Storage Bay Dist (ft)90 155
Storage Blk Time (%)0 30 3 3
Queuing Penalty (veh) 1 5 9 3
Intersection: 2: Village Plaza Dwy & Carlsbad Village Dr
Movement EB EB EB WB WB WB NB SB
Directions Served L T TR L T TR R R
Maximum Queue (ft)39 120 124 78 69 84 74 30
Average Queue (ft)13 20 17 33 14 9 35 6
95th Queue (ft)38 74 72 65 51 43 60 26
Link Distance (ft)336 336 215 215 32 109
Upstream Blk Time (%)11
Queuing Penalty (veh)0
Storage Bay Dist (ft) 120 180
Storage Blk Time (%)0
Queuing Penalty (veh)0
Network Summary
Network wide Queuing Penalty: 19
N:\3651\Memo\3651.Access.docx
ATTACHMENT F
EXISTING + PROJECT QUEUE ANALYSIS WORKSHEETS
Existing + Proj AM Carlsbad Village Mixed Use
Queuing and Blocking Report
N:\3651\Analysis\Synchro\3 EX+P AM.syn SimTraffic Report
Intersection: 1: Harding St & Carlsbad Village Dr
Movement EB EB EB WB WB WB NB SB
Directions Served L T TR L T TR LTR LTR
Maximum Queue (ft)74 181 148 166 214 148 160 173
Average Queue (ft)11 88 35 84 85 60 85 74
95th Queue (ft)43 155 94 144 158 125 140 133
Link Distance (ft)310 310 336 336 193 220
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)90 155
Storage Blk Time (%)8 1 0
Queuing Penalty (veh)1 3 0
Intersection: 2: Village Plaza Dwy & Carlsbad Village Dr
Movement EB EB EB WB WB WB NB SB
Directions Served L T TR L T TR R R
Maximum Queue (ft)30 50 40 61 74 53 55 39
Average Queue (ft)7 6 3 15 10 6 30 11
95th Queue (ft)27 28 20 43 44 30 52 35
Link Distance (ft)336 336 215 215 32 109
Upstream Blk Time (%)6
Queuing Penalty (veh)0
Storage Bay Dist (ft) 120 180
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 4
Existing + Proj PM Carlsbad Village Mixed Use
Queuing and Blocking Report
N:\3651\Analysis\Synchro\4 EX+P PM.syn SimTraffic Report
Intersection: 1: Harding St & Carlsbad Village Dr
Movement EB EB EB WB WB WB NB SB
Directions Served L T TR L T TR LTR LTR
Maximum Queue (ft) 114 306 248 171 264 245 166 143
Average Queue (ft)25 195 127 88 110 97 101 96
95th Queue (ft)79 301 234 150 197 182 169 150
Link Distance (ft)289 289 336 336 146 118
Upstream Blk Time (%)1 0 0 0 3 11
Queuing Penalty (veh)0 0 0000
Storage Bay Dist (ft)90 155
Storage Blk Time (%)0 30 2 2
Queuing Penalty (veh) 0 5 4 2
Intersection: 2: Village Plaza Dwy & Carlsbad Village Dr
Movement EB EB EB WB WB WB NB SB
Directions Served L T TR L T TR R R
Maximum Queue (ft)39 109 88 85 75 60 62 30
Average Queue (ft)10 15 11 30 12 7 23 9
95th Queue (ft)35 63 54 62 46 36 53 30
Link Distance (ft)336 336 215 215 32 109
Upstream Blk Time (%)5
Queuing Penalty (veh)0
Storage Bay Dist (ft) 120 180
Storage Blk Time (%)0
Queuing Penalty (veh)0
Network Summary
Network wide Queuing Penalty: 14
N:\3651\Memo\3651.Access.docx
ATTACHMENT G
MMLOS WORKSHEETS
ROADWAY INFO
Roadway Name
From
To Harding Street
Street Typology from Mobility Element _
Average Daily Traffic (ADT) volume (2‐way total)
PEDESTRIAN
Roadway Direction
EB WB
* Do pedestrian crossings appear consistent with the CA
MUTCD?Yes Yes
* Minimum Sidewalk Unobstructed Width in Feet
(Minimum ADA unobstructed width requirement is 4'):55
* Do sidewalks appear to meet ADA requirements (e.g.,
cross‐slope and trip hazards)?Yes Yes
* Do ramps and landings appear to meet ADA
requirements?Yes Yes
*Do the street light locations appear adequate?Yes Yes
Speed limit (miles per hour ‐ mph):25 mph or lower 25 mph or lower
Number of Through Lanes:22
Are there 3 lanes or less to be crossed without pedestrian
refuge? (Include turn lanes in count)No No
Width (ft.) of landscaped buffer between pedestrian
facility and vehicle travel way:0' to 2'0' to 2'
Does on‐street parking or a bike lane provide 6' or more
buffer between pedestrians and vehicle travel way?Yes Yes
Any apparent sight distance issues at intersections and
pedestrian crossings?No No
Are there any permanent speed control devices installed?No No
Are there traffic calming measures that reduce crossing
width (e.g., bulbouts, chokers, right‐turn median island)?No No
Do crosswalks appear to be high visibility?No No
Are there intersection enhancements provided for
pedestrians (e.g., pedestrian signal phasing, countdown
heads)?
No No
Are there Rectangular Rapid Flashing Beacons (RRFBs) at
street crossings?No No
Is there pedestrian scale lighting?No No
Do active building frontages appear to be present on 80%
of street curb line?No No
Does the street furniture appear to be oriented towards
businesses or attractions?No No
Do the street trees appear to provide shade over more
than 50% of the sidewalk length?No No
Interstate 5 SB Ramps
Identity (adjacent to retail)
19,900
Carlsbad Village Drive
*Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP).
70 | C
EB SCORE | LOS
70 | C
WB SCORE | LOS
X
Existing
Project:
Segment:
Scenario:
By:
EB WB
Points Points Assigned Points Assigned
* Essential Features (Criteria must be met): Sidewalk or path
meets ADA unobstructed width requirements 15 15 15
* Essential Features (Criteria must be met): Sidewalk width
meets minimum width for typology according to the Mobility
Element (or 5' if unspecified)
10 0 0
Sidewalk width exceeds minimum width for typology
according to the Mobility Element (or 6' if unspecified)50 0
* Essential Features (Criteria must be met): Ramps and
landings within segment meet ADA requirements 10 10 10
* Essential Features (Criteria must be met): Sidewalk
segments meet ADA requirements (cross‐slope and trip
hazards)
10 10 10
Sidewalk width meets recommended width for typology
according to the Mobility Element (or 8' if unspecified) 10 0 0
3 lanes or less to be crossed without pedestrian refuge 10 0 0
On‐street parking or bike lane provides 6' or more buffer
between pedestrians and vehicle travel way 55 5
Landscaping 2' to 5' wide provides 'buffer' between
pedestrians and vehicle travel way 50 0
Landscaping greater than 5' wide provides 'buffer' between
pedestrians and vehicle travel way 10 0 0
Less than 3,000 vehicles per lane per day 5 0 0
Speed limit 30 mph or less 5 5 5
No apparent sight distance issues at intersections and
pedestrian crossings 55 5
Permanent speed control devices installed on segments
posted as approved by the City Traffic Engineer 50 0
* Essential Features (Criteria must be met): Crosswalks are
marked according to CA MUTCD guidelines 10 10 10
Crosswalk is high visibility (i.e., continental markings per the
CA MUTCD)50 0
Traffic calming measures that reduce crossing width
(pedestrian refuge, bulbouts, chokers, right‐turn median
island)
10 0 0
Presence of intersection enhancements for pedestrians
(pedestrian‐friendly signal phasing, pedestrian countdown
heads, signage, etc.)
10 0 0
RRFBs at uncontrolled crossings if warranted 5 0 0
* Essential Features (Criteria must be met): Street light
locations appear adequate 10 10 10
Active building frontages on 80% of street curbline (pedestrian
attracting frontages such as active storefronts and recreational
spaces)
50 0
Street trees provide shade over more than 50% of sidewalk
length 50 0
Street furniture oriented toward businesses or attractions 5 0 0
Pedestrian scale lighting 5 0 0
70 70
CC
No No
Carlsbad Village Mixed Use
Carlsbad Village Drive From Interstate 5 SB Ramps To Harding Street
Existing
LLG Engineers
Crossing characteristics
Criteria
Pedestrian MMLOS Criteria
Other Elements
Accessibility and
functionality
Total Score:
All Essential Feature Criteria Met?
Pedestrian LOS:
Street characteristics
ROADWAY INFO
Roadway Name
From
To
Street Typology from Mobility Element _
Average Daily Traffic (ADT) volume (2‐way total)
BICYCLE
Roadway Direction
EB WB
*Do the roadway pavement conditions appear to be good
(e.g., no pot holes)?Yes Yes
*Does bike facility on roadway appear to be free of
obstructions (e.g., drainage grates)?Yes Yes
*Does the bicycle facility appear to meet MUTCD signing
and striping design guidelines?Yes Yes
Is on‐street parking provided?No No
Speed limit (miles per hour ‐ mph):25 mph or lower 25 mph or lower
Does the bikeway on the study segment and side
streets meet and/or exceed the Bicycle Master Plan?Both Both
Is there enhanced bicycle detection or video detection
provided at intersections?Yes Yes
Any bicycle racks are provided along segment?No No
Bicycle Facility Provided:Bike Lane Bike Lane
Lane Width (ft) Lane Width (ft)
55
Bicycle Buffer Width (ft)Bicycle Buffer Width (ft)
00
Bike lanes are striped
continuously through
the study segment?
Bike lanes are striped
continuously through
the study segment?
Yes Yes
Carlsbad Village Drive
Interstate 5 SB Ramps
Harding Street
Identity (adjacent to retail)
19,900
100 | A
EB SCORE | LOS
100 | A
WB SCORE | LOS
X
*Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP).
Existing
Project:
Segment:
Scenario:
By:
EB WB
Points Points Assigned Points Assigned
Speed limit is ≤ 25 mph 25 25 25
Speed limit is 30 mph 15 0 0
Speed limit is 35 mph 10 0 0
Street with ADT < 3,000 15 0 0
Street with ADT between 3,000 and 6,000 10 0 0
Class I facility (off‐street path), Class IV (cycle track), or
multiuse path 25 0 0
Class II facility that meets minimum width of 5' (on‐street
bicycle lanes)15 15 15
Bike lane buffer (2' min) is provided 5 0 0
Class III facility (bike route designated by signage or paint only) 5 0 0
Additional traffic calming/speed management features have
been applied to Class III facility (i.e. a bike boulevard)10 0 0
Bikeway meets or exceeds the Bicycle Master Plan 25 25 25
Bike lane (including buffer) is at least 8' wide from face of curb 10 0 0
Bicycle facilities with signing and striping meet design
guidelines D 10 10 10
Good pavement condition for bikeway (no visible potholes) 10 10 10
Free of infrastructure that obstructs bike facility (e.g. grates) 5 5 5
Bikeways on side streets are consistent with Bicycle Master
Plan along segment 55 5
Bike lanes are striped continuously on all approaches to and
departures from intersections, without dropping at turn lanes
or driveways
55 5
No on‐street parking and speed limit is 25 or 30 mph 5 5 5
Back‐in angled parking 5 0 0
Parallel parking with door‐side buffered bike lane 5 0 0
Enhanced bicycle detection or video detection is provided at
intersections 55 5
Bicycle racks are provided along segment 5 0 0
100 100
AA
Carlsbad Village Mixed Use
Carlsbad Village Drive From Interstate 5 SB Ramps To Harding Street
Existing
LLG Engineers
Facility
Bicycle MMLOS Criteria
Criteria
Street Characteristics
Bikeway Design
Total Score:
Bike LOS:
Connectivity/
Contiguity
Adjacent Vehicle
Parking
Other Elements
ROADWAY INFO
Roadway Name
From
To
Street Typology from Mobility Element _
Average Daily Traffic (ADT) volume (2‐way total)
TRANSIT
Roadway Direction
EB WB
*Transit stop amenities available:
Do the sidewalks or path to the transit stop appear to be
ADA compliant?Yes Yes
Do multiple transit routes stop on the study segment?No No
Do any of the routes provide a direct link to a COASTER
station or mobility hub?Yes Yes
Do any of the routes provide a single transfer to reach a
COASTER station or mobility hub?No No
*Closest distance to existing transit stop:<= 1/4 mile walk to bus only <= 1/4 mile walk to bus only
What type of transit priority is present?None present None present
Headways between 6:30‐8:30 am and 4‐6 pm on
weekdays:1 hour 1 hour
Is there commute shuttle service provided during the
morning and afternoon commute periods?No No
On weekends, are the headways no more than 1 hour
headways between 9 am‐5 pm?Yes Yes
Is there bike parking available at the bus stop?No No
Is the bus stop within 1/4 mile of a bike repair shop?No No
*Is area governed by an adopted TDM ordinance that will
promote ridesharing and/or the use of non‐auto modes?No No
*Are On Demand rideshare services available?No No
*Is the study segment within FLEX service area?No No
Carlsbad Village Drive
Interstate 5 SB Ramps
Harding Street
Identity (adjacent to retail)
19,900
Covered Bus Stop
Bench
Well-lit Stops
Trash Cans
Stop located within a block
of commercial users
Covered Bus Stop
Bench
Well-lit Stops
Trash Cans
Stop located within a block
of commercial users
0 | F
EB SCORE | LOS
0 | F
WB SCORE | LOS
X
*Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP).
MMLOS score not required for
this mode based on street
typology selected.
Existing
Project:
Segment:
Scenario:
By:
EB WB
Points Points Assigned Points Assigned
No greater than 1/4 mile walk to the nearest transit stop
50 (rail/bus)
30 (bus)30 30
No greater than 1/2 mile walk to the nearest transit stop
30 (rail/bus)
20 (bus)00
No greater than 1 mile bicycle ride to the nearest transit stop 50 0
ADA compliant sidewalk or path to transit stops in both
directions 15 15 15
Multiple transit routes stop on segment 10 0 0
Route provides a direct link to a COASTER station or mobility
hub 15 15 15
Route provides for a single transfer to reach a COASTER
station or mobility hub 50 0
Dedicated right of way 5 0 0
Transit priority during peak hours 5 0 0
Headways of 15 minutes between 6:30‐8:30 am and 4‐6 pm
on weekdays 15 0 0
Headways of 30 minutes between 6:30‐8:30 am and 4‐6 pm
on weekdays 50 0
Headways of 1 hour between 6:30‐8:30 am and 4‐6 pm on
weekdays 22 2
Commute shuttle service provided during the morning and
afternoon commute periods 10 0 0
No more than 1 hour headways between 9 am and 5 pm on
weekends 55 5
Covered bus stops 5 0 0
Bench 10 0 0
Well‐lit stop that provides a sense of security 5 5 5
Trash cans 2 2 0
Bus stop located within a block of commercial services 5 0 0
Bike parking available at the bus stop 5 0 0
Bus stop within 1/4 mile of a bike repair shop 5 0 0
Area governed by an adopted TDM ordinance that will
promote ridesharing and/or the use of non‐auto modes 60 0 0
On demand rideshare services available 60 0 0
Segment within FLEX service area 60 0 0
74 72
CC
LLG Engineers
Existing
Carlsbad Village Mixed Use
Carlsbad Village Drive From Interstate 5 SB Ramps To Harding Street
Transit & Ridesharing MMLOS Criteria
Criteria
Access
Transit Stop Located Within 1/2 Mile Walk from Subject Site or Roadway Segment
Connectivity
Transit priority
Service
Bicycle
Accommodations
No Transit Stop Located Within 1/2 Mile Walk from Subject Site or Roadway Segment
Amenities
Available Mobility
Services
Total Score:
Transit LOS:
ROADWAY INFO
Roadway Name
From
To Harding Street
Street Typology from Mobility Element _
Average Daily Traffic (ADT) volume (2-way total)
PEDESTRIAN
Roadway Direction
EB WB
*Do pedestrian crossings appear consistent with the CA
MUTCD?Yes Yes
*Minimum Sidewalk Unobstructed Width in Feet
(Minimum ADA unobstructed width requirement is 4'):10 5
*Do sidewalks appear to meet ADA requirements (e.g.,
cross-slope and trip hazards)?Yes Yes
*Do ramps and landings appear to meet ADA
requirements?Yes Yes
*Do the street light locations appear adequate?Yes Yes
Speed limit (miles per hour - mph):25 mph or lower 25 mph or lower
Number of Through Lanes:2 2
Are there 3 lanes or less to be crossed without pedestrian
refuge? (Include turn lanes in count)No No
Width (ft.) of landscaped buffer between pedestrian
facility and vehicle travel way:greater than 5'0' to 2'
Does on-street parking or a bike lane provide 6' or more
buffer between pedestrians and vehicle travel way?Yes Yes
Any apparent sight distance issues at intersections and
pedestrian crossings?No No
Are there any permanent speed control devices
installed?No No
Are there traffic calming measures that reduce crossing
width (e.g., bulbouts, chokers, right-turn median island)?No No
Do crosswalks appear to be high visibility?No No
Are there intersection enhancements provided for
pedestrians (e.g., pedestrian signal phasing, countdown
heads)?
No No
Are there Rectangular Rapid Flashing Beacons (RRFBs) at
street crossings?No No
Is there pedestrian scale lighting?No No
Do active building frontages appear to be present on 80%
of street curb line?No No
Does the street furniture appear to be oriented towards
businesses or attractions?No No
Do the street trees appear to provide shade over more
than 50% of the sidewalk length?No No
Interstate 5 SB Ramps
Identity (adjacent to retail)
19,900
Carlsbad Village Drive
*Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP).
90 | A
EB SCORE | LOS
70 | C
WB SCORE | LOS
X
With Project
Project:
Segment:
Scenario:
By:
EB WB
Points Points Assigned Points Assigned
*Essential Features (Criteria must be met): Sidewalk or path
meets ADA unobstructed width requirements 15 15 15
*Essential Features (Criteria must be met): Sidewalk width
meets minimum width for typology according to the Mobility
Element (or 5' if unspecified)
10 10 0
Sidewalk width exceeds minimum width for typology
according to the Mobility Element (or 6' if unspecified)5 0 0
*Essential Features (Criteria must be met): Ramps and
landings within segment meet ADA requirements 10 10 10
*Essential Features (Criteria must be met): Sidewalk
segments meet ADA requirements (cross-slope and trip
hazards)
10 10 10
Sidewalk width meets recommended width for typology
according to the Mobility Element (or 8' if unspecified) 10 0 0
3 lanes or less to be crossed without pedestrian refuge 10 0 0
On-street parking or bike lane provides 6' or more buffer
between pedestrians and vehicle travel way 5 5 5
Landscaping 2' to 5' wide provides 'buffer' between
pedestrians and vehicle travel way 5 0 0
Landscaping greater than 5' wide provides 'buffer' between
pedestrians and vehicle travel way 10 10 0
Less than 3,000 vehicles per lane per day 5 0 0
Speed limit 30 mph or less 5 5 5
No apparent sight distance issues at intersections and
pedestrian crossings 5 5 5
Permanent speed control devices installed on segments
posted as approved by the City Traffic Engineer 5 0 0
*Essential Features (Criteria must be met): Crosswalks are
marked according to CA MUTCD guidelines 10 10 10
Crosswalk is high visibility (i.e., continental markings per the
CA MUTCD)5 0 0
Traffic calming measures that reduce crossing width
(pedestrian refuge, bulbouts, chokers, right-turn median
island)
10 0 0
Presence of intersection enhancements for pedestrians
(pedestrian-friendly signal phasing, pedestrian countdown
heads, signage, etc.)
10 0 0
RRFBs at uncontrolled crossings if warranted 5 0 0
*Essential Features (Criteria must be met): Street light
locations appear adequate 10 10 10
Active building frontages on 80% of street curbline (pedestrian
attracting frontages such as active storefronts and recreational
spaces)
5 0 0
Street trees provide shade over more than 50% of sidewalk
length 5 0 0
Street furniture oriented toward businesses or attractions 5 0 0
Pedestrian scale lighting 5 0 0
90 70
A C
Yes No
Other Elements
Accessibility and
functionality
Total Score:
All Essential Feature Criteria Met?
Pedestrian LOS:
Street characteristics
Carlsbad Village Mixed Use
Carlsbad Village Drive From Interstate 5 SB Ramps To Harding Street
With Project
LLG Engineers
Crossing characteristics
Criteria
Pedestrian MMLOS Criteria
ROADWAY INFO
Roadway Name
From
To
Street Typology from Mobility Element _
Average Daily Traffic (ADT) volume (2-way total)
TRANSIT
Roadway Direction
EB WB
*Transit stop amenities available:
Do the sidewalks or path to the transit stop appear to be
ADA compliant?Yes Yes
Do multiple transit routes stop on the study segment?No No
Do any of the routes provide a direct link to a COASTER
station or mobility hub?Yes Yes
Do any of the routes provide a single transfer to reach a
COASTER station or mobility hub?No No
*Closest distance to existing transit stop:<= 1/4 mile walk to bus only <= 1/4 mile walk to bus only
What type of transit priority is present?None present None present
Headways between 6:30-8:30 am and 4-6 pm on
weekdays:1 hour 1 hour
Is there commute shuttle service provided during the
morning and afternoon commute periods?No No
On weekends, are the headways no more than 1 hour
headways between 9 am-5 pm?Yes Yes
Is there bike parking available at the bus stop?No No
Is the bus stop within 1/4 mile of a bike repair shop?No No
*Is area governed by an adopted TDM ordinance that will
promote ridesharing and/or the use of non-auto modes?No No
*Are On Demand rideshare services available?No No
*Is the study segment within FLEX service area?No No
Carlsbad Village Drive
Interstate 5 SB Ramps
Harding Street
Identity (adjacent to retail)
19,900
Covered Bus Stop
Bench
Well-lit Stops
Trash Cans
Stop located within a block
of commercial users
Covered Bus Stop
Bench
Well-lit Stops
Trash Cans
Stop located within a block
of commercial users
84 | B
EB SCORE | LOS 0 | FWB SCORE | LOS
X
*Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP).
MMLOS score not required for
this mode based on street
typology selected.
With Project
Project:
Segment:
Scenario:
By:
EB WB
Points Points Assigned Points Assigned
No greater than 1/4 mile walk to the nearest transit stop
50 (rail/bus)
30 (bus)30 30
No greater than 1/2 mile walk to the nearest transit stop
30 (rail/bus)
20 (bus)0 0
No greater than 1 mile bicycle ride to the nearest transit stop 5 0 0
ADA compliant sidewalk or path to transit stops in both
directions 15 15 15
Multiple transit routes stop on segment 10 0 0
Route provides a direct link to a COASTER station or mobility
hub 15 15 15
Route provides for a single transfer to reach a COASTER
station or mobility hub 5 0 0
Dedicated right of way 5 0 0
Transit priority during peak hours 5 0 0
Headways of 15 minutes between 6:30-8:30 am and 4-6 pm
on weekdays 15 0 0
Headways of 30 minutes between 6:30-8:30 am and 4-6 pm
on weekdays 5 0 0
Headways of 1 hour between 6:30-8:30 am and 4-6 pm on
weekdays 2 2 2
Commute shuttle service provided during the morning and
afternoon commute periods 10 0 0
No more than 1 hour headways between 9 am and 5 pm on
weekends 5 5 5
Covered bus stops 5 0 0
Bench 10 10 0
Well-lit stop that provides a sense of security 5 5 5
Trash cans 2 2 0
Bus stop located within a block of commercial services 5 0 0
Bike parking available at the bus stop 5 0 0
Bus stop within 1/4 mile of a bike repair shop 5 0 0
Area governed by an adopted TDM ordinance that will
promote ridesharing and/or the use of non-auto modes 60 0 0
On demand rideshare services available 60 0 0
Segment within FLEX service area 60 0 0
84 72
B C
Transit Stop Located Within 1/2 Mile Walk from Subject Site or Roadway Segment
Connectivity
Transit priority
Service
Bicycle
Accommodations
No Transit Stop Located Within 1/2 Mile Walk from Subject Site or Roadway Segment
Amenities
Available Mobility
Services
Total Score:
Transit LOS:
LLG Engineers
With Project
Carlsbad Village Mixed Use
Carlsbad Village Drive From Interstate 5 SB Ramps To Harding Street
Transit & Ridesharing MMLOS Criteria
Criteria
Access
ROADWAY INFO
Roadway Name
From
To Harding Street
Street Typology from Mobility Element _
Average Daily Traffic (ADT) volume (2-way total)
PEDESTRIAN
Roadway Direction
EB WB
*Do pedestrian crossings appear consistent with the CA
MUTCD?Yes Yes
*Minimum Sidewalk Unobstructed Width in Feet
(Minimum ADA unobstructed width requirement is 4'):5 5
*Do sidewalks appear to meet ADA requirements (e.g.,
cross-slope and trip hazards)?Yes Yes
*Do ramps and landings appear to meet ADA
requirements?Yes Yes
*Do the street light locations appear adequate?Yes Yes
Speed limit (miles per hour - mph):25 mph or lower 25 mph or lower
Number of Through Lanes:1 1
Are there 3 lanes or less to be crossed without pedestrian
refuge? (Include turn lanes in count)No No
Width (ft.) of landscaped buffer between pedestrian
facility and vehicle travel way:2' to 5'2' to 5'
Does on-street parking or a bike lane provide 6' or more
buffer between pedestrians and vehicle travel way?Yes Yes
Any apparent sight distance issues at intersections and
pedestrian crossings?No No
Are there any permanent speed control devices
installed?No No
Are there traffic calming measures that reduce crossing
width (e.g., bulbouts, chokers, right-turn median island)?No No
Do crosswalks appear to be high visibility?No No
Are there intersection enhancements provided for
pedestrians (e.g., pedestrian signal phasing, countdown
heads)?
No No
Are there Rectangular Rapid Flashing Beacons (RRFBs) at
street crossings?No No
Is there pedestrian scale lighting?No No
Do active building frontages appear to be present on 80%
of street curb line?No No
Does the street furniture appear to be oriented towards
businesses or attractions?No No
Do the street trees appear to provide shade over more
than 50% of the sidewalk length?No No
Interstate 5 SB Ramps
Village
1,463
Oak Avenue
*Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP).
90 | A
EB SCORE | LOS
90 | A
WB SCORE | LOS
X
Existing
Project:
Segment:
Scenario:
By:
EB WB
Points Points Assigned Points Assigned
*Essential Features (Criteria must be met): Sidewalk or path
meets ADA unobstructed width requirements 15 15 15
*Essential Features (Criteria must be met): Sidewalk width
meets minimum width for typology according to the Mobility
Element (or 5' if unspecified)
10 10 10
Sidewalk width exceeds minimum width for typology
according to the Mobility Element (or 6' if unspecified)5 0 0
*Essential Features (Criteria must be met): Ramps and
landings within segment meet ADA requirements 10 10 10
*Essential Features (Criteria must be met): Sidewalk
segments meet ADA requirements (cross-slope and trip
hazards)
10 10 10
Sidewalk width meets recommended width for typology
according to the Mobility Element (or 8' if unspecified) 10 0 0
3 lanes or less to be crossed without pedestrian refuge 10 0 0
On-street parking or bike lane provides 6' or more buffer
between pedestrians and vehicle travel way 5 5 5
Landscaping 2' to 5' wide provides 'buffer' between
pedestrians and vehicle travel way 5 5 5
Landscaping greater than 5' wide provides 'buffer' between
pedestrians and vehicle travel way 10 0 0
Less than 3,000 vehicles per lane per day 5 5 5
Speed limit 30 mph or less 5 5 5
No apparent sight distance issues at intersections and
pedestrian crossings 5 5 5
Permanent speed control devices installed on segments
posted as approved by the City Traffic Engineer 5 0 0
*Essential Features (Criteria must be met): Crosswalks are
marked according to CA MUTCD guidelines 10 10 10
Crosswalk is high visibility (i.e., continental markings per the
CA MUTCD)5 0 0
Traffic calming measures that reduce crossing width
(pedestrian refuge, bulbouts, chokers, right-turn median
island)
10 0 0
Presence of intersection enhancements for pedestrians
(pedestrian-friendly signal phasing, pedestrian countdown
heads, signage, etc.)
10 0 0
RRFBs at uncontrolled crossings if warranted 5 0 0
*Essential Features (Criteria must be met): Street light
locations appear adequate 10 10 10
Active building frontages on 80% of street curbline (pedestrian
attracting frontages such as active storefronts and recreational
spaces)
5 0 0
Street trees provide shade over more than 50% of sidewalk
length 5 0 0
Street furniture oriented toward businesses or attractions 5 0 0
Pedestrian scale lighting 5 0 0
90 90
A A
Yes Yes
Carlsbad Village Mixed Use
Oak Avenue From Interstate 5 SB Ramps To Harding Street
Existing
LLG Engineers
Crossing characteristics
Criteria
Pedestrian MMLOS Criteria
Other Elements
Accessibility and
functionality
Total Score:
All Essential Feature Criteria Met?
Pedestrian LOS:
Street characteristics
ROADWAY INFO
Roadway Name
From
To
Street Typology from Mobility Element _
Average Daily Traffic (ADT) volume (2-way total)
BICYCLE
Roadway Direction
EB WB
*Do the roadway pavement conditions appear to be good
(e.g., no pot holes)?Yes Yes
*Does bike facility on roadway appear to be free of
obstructions (e.g., drainage grates)?Yes Yes
*Does the bicycle facility appear to meet MUTCD signing
and striping design guidelines?Yes Yes
Is on-street parking provided?Parallel parking Parallel parking
Speed limit (miles per hour - mph):25 mph or lower 25 mph or lower
Does the bikeway on the study segment and side
streets meet and/or exceed the Bicycle Master Plan?Side Street Only Side Street Only
Is there enhanced bicycle detection or video detection
provided at intersections?No No
Any bicycle racks are provided along segment?No No
Bicycle Facility Provided:Bike Route Bike Route
5 5
0 0
Traffic calming features
present?
Traffic calming features
present?
No No
Oak Avenue
Interstate 5 SB Ramps
Harding Street
Village
1,463
75 | C
EB SCORE | LOS
75 | C
WB SCORE | LOS
X
*Indicates an essential feature that strongly supports and promotes the goals identifed in the Climate Action Plan (CAP).
Existing
Project:
Segment:
Scenario:
By:
EB WB
Points Points Assigned Points Assigned
Speed limit is ≤ 25 mph 25 25 25
Speed limit is 30 mph 15 0 0
Speed limit is 35 mph 10 0 0
Street with ADT < 3,000 15 15 15
Street with ADT between 3,000 and 6,000 10 0 0
Class I facility (off-street path), Class IV (cycle track), or
multiuse path 25 0 0
Class II facility that meets minimum width of 5' (on-street
bicycle lanes)15 0 0
Bike lane buffer (2' min) is provided 5 0 0
Class III facility (bike route designated by signage or paint only)5 5 5
Additional traffic calming/speed management features have
been applied to Class III facility (i.e. a bike boulevard)10 0 0
Bikeway meets or exceeds the Bicycle Master Plan 25 0 0
Bike lane (including buffer) is at least 8' wide from face of curb 10 0 0
Bicycle facilities with signing and striping meet design
guidelines D 10 10 10
Good pavement condition for bikeway (no visible potholes)10 10 10
Free of infrastructure that obstructs bike facility (e.g. grates)5 5 5
Bikeways on side streets are consistent with Bicycle Master
Plan along segment 5 5 5
Bike lanes are striped continuously on all approaches to and
departures from intersections, without dropping at turn lanes
or driveways
5 0 0
No on-street parking and speed limit is 25 or 30 mph 5 0 0
Back-in angled parking 5 0 0
Parallel parking with door-side buffered bike lane 5 0 0
Enhanced bicycle detection or video detection is provided at
intersections 5 0 0
Bicycle racks are provided along segment 5 0 0
75 75
C C
Total Score:
Bike LOS:
Connectivity/
Contiguity
Adjacent Vehicle
Parking
Other Elements
Carlsbad Village Mixed Use
Oak Avenue From Interstate 5 SB Ramps To Harding Street
Existing
LLG Engineers
Facility
Bicycle MMLOS Criteria
Criteria
Street Characteristics
Bikeway Design