PROJECT TRIP G A - Arcadia Arcadia/Development...Subject: Artis Senior Assisted Living Facility Trip...
Transcript of PROJECT TRIP G A - Arcadia Arcadia/Development...Subject: Artis Senior Assisted Living Facility Trip...
APPENDIX E:
PROJECT TRIP GENERATION ANALYSIS
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TECHNICAL MEMORANDUM
To: Lisa Flores, City of Arcadia Vanessa Quiroz, City of Arcadia From: Carla Dietrich, Michael Baker International CC: John Bellas, Michael Baker International Madonna Marcelo, Michael Baker International Date: December 17, 2019 Subject: Artis Senior Assisted Living Facility Trip Generation Analysis
Project Description The Project proposes the construction of a 44,192 square-foot senior assisted living facility with 80 rooms to be located
at 1150 W. Colorado Boulevard in Arcadia, California. The facility would be dedicated to people afflicted with Alzheimer’s
disease and related memory disorders. The Project is proposed at the location of the existing Coco’s Bakery Restaurant
near the intersection is W. Colorado Boulevard and Michillinda Avenue. Exhibit A-1 (attached) shows the proposed site
plan.
Trip Generation Applicable Trip Credits Trip credits may be applied to account for certain conditions including current operational uses located at the proposed
site. Table 1 details the type of trip credits which were considered during this study.
Table 1: Trip Credit Summary
Item Project Condition Credit Applied?
Existing Active
Land Use
The site is currently occupied by an operational Coco’s Bakery Restaurant which
will be demolished to accommodate the proposed Project. Yes
Internal Trip
Reduction Singular land use proposed which is not consistent with internal trip reductions. No
Pass-by Trip
Reduction Land use not consistent with pass-by trips. No
Traffic counts of the ingress/egress traffic at the two (2) existing Coco’s Bakery Restaurant site driveways were collected
on Tuesday, December 3, 2019 for a 24-hour period. The traffic count data is included as an attachment. Table 2 details
the daily and hourly ingress/egress data for the entire 24-hour period and summarizes the ingress/egress data for the
peak hours.
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Table 2: Existing Coco’s Bakery Restaurant Ingress/Egress 24-Hour Volume Summary
Coco's Bakery Restaurant - Entering/Existing Hourly Traffic Volumes
Start Time
W. Colorado Blvd Driveway Michillinda
Ave Driveway Total
Entering Traffic
Total Exiting Traffic
Enter Exit Enter Exit
Right Turn
Left Turn
Total Right Turn
Left Turn
Total Right Turn
Right Turn
12:00 AM 0 0 0 0 0 0 0 1 0 1
1:00 AM 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 0 0 0 0
5:00 AM 2 1 3 0 1 1 3 0 6 1
6:00 AM 3 2 5 0 2 2 2 1 7 3
7:00 AM 3 0 3 2 0 2 7 4 10 6
8:00 AM 11 4 15 3 1 4 7 5 22 9
9:00 AM 13 7 20 10 5 15 10 5 30 20
10:00 AM 23 6 29 14 11 25 19 9 48 34
11:00 AM 15 0 15 9 1 10 9 10 24 20
12:00 PM 15 2 17 7 8 15 9 14 26 29
1:00 PM 12 2 14 7 9 16 3 14 17 30
2:00 PM 10 3 13 9 4 13 5 9 18 22
3:00 PM 11 1 12 5 3 8 3 4 15 12
4:00 PM 5 0 5 2 5 7 6 4 11 11
5:00 PM 10 3 13 7 2 9 4 8 17 17
6:00 PM 11 2 13 6 6 12 6 6 19 18
7:00 PM 8 1 9 8 7 15 3 9 12 24
8:00 PM 5 1 6 3 3 6 5 8 11 14
9:00 PM 1 2 3 3 2 5 1 1 4 6
10:00 PM 0 0 0 1 2 3 0 4 0 7
11:00 PM 0 0 0 0 1 1 0 0 0 1
Total 158 37 195 96 73 169 102 116 297 285
Adjacent Street
AM Peak Hour
8 0 8 5 1 6 9 3 17 9
PM Peak Hour
10 3 13 7 2 9 6 4 19 13
Coco's
AM Peak Hour
23 6 29 14 11 25 19 9 48 34
PM Peak Hour
15 2 17 7 8 15 9 14 26 29
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Project Trips Trip generation analysis was conducted for the weekday daily, AM Peak Hour, and PM Peak Hour time periods. The ITE Trip Generation Manual, 10th Edition published in 2017, was the source of the project trip generation rates. Given the
nature of the proposed use, the proposed Project is anticipated to generate trips due to employees, visitors, and
deliveries. Table 3 summarizes the trip generation rates for an assisted living facility.
Table 3: Trip Generation Rates
The project trips estimated for the proposed assisted living facility are shown in Table 4 in addition to the trip credit which is applicable given that the Coco’s Restaurant is currently in operation. As shown, the estimated new trips based on the proposed assisted living facility is 374 fewer daily trips, 11 fewer AM peak hour trips and 11 fewer PM peak hour trip compared to the existing Coco’s Restaurant. Table 4: Estimated Number of Project Trips
Land Use Source ITE
Code Intensity
Daily Trips
AM Peak Hour Trips
PM Peak Hour Trips
Total In Out Total In Out Total In Out
Assisted Living
(Proposed)
ITE Trip Generation
Manual, 10th Edition
254 80 beds 208 104 104 15 9 6 21 8 13
Coco's Bakery
Restaurant (Existing)
Traffic Count Data
-- Approximate
582 297 285 26 17 9 32 19 13 13,000 sf
Estimated New Trips (Proposed minus Existing) -374 -193 -181 -11 -8 -3 -11 -11 0
Notes:
sf = square feet
Trip Distribution/Assignment The existing restaurant has two access points (see Exhibit 1). One driveway provides full access along W. Colorado
Boulevard. The second driveway provides right-in/right-out access along Michillinda Avenue. The Project proposes a
single, full access driveway along W. Colorado Boulevard, shifted slightly east of the existing access driveway.
In : Out In : Out In : Out
254 2.60 / bed 50% : 50% 0.19 / bed 63% : 37% 0.26 / bed 38% : 62%
Notes:
Source: ITE Trip Generation Manual, 10th
Edition
Assisted
Living
PM Peak Hour TripsAM Peak Hour TripsITE
Code
Daily TripsLand Use
Rate Rate Rate
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Exhibit 1: Site Access
Existing Vehicular Access Points Proposed Vehicular Access Point
The existing restaurant trips are distributed between the two site driveways, while the proposed Project would
concentrate all trips at the W. Colorado Boulevard driveway. It is anticipated that the area trip distribution would be
similar between the existing and proposed land uses given the location of the surrounding roadways, with consideration
of the driveway consolidation. Exhibit 2 shows the trip distribution percentages based on the Coco’s Bakery Restaurant
count data at the two existing site driveways and Exhibit 3 graphically shows the anticipated distribution patterns for
the proposed Assisted Living facility with a single site driveway.
Exhibit 2: Coco’s Restaurant Trip Distribution
Driveway #2 – Right-In/Right-Out
Driveway #1 – Full Access
Driveway #1 – Full (Only) Access – Shifted slightly to the east
Michillinda A
ve
Michillinda A
ve
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Exhibit 3: Projected Trip Distribution
Exhibit 4 shows the anticipated change in trips at the Assisted Living site driveway as a result of demolishing the existing Coco’s Bakery Restaurant and constructing the proposed Assisted Living facility.
Exhibit 4: Projected Change in Trips
Findings Given the overall estimated reduction in trips based upon the trip generation analysis, it is anticipated that the change
in site trips entering and exiting the site at the W. Colorado Boulevard driveway will range from -4 to +3 trips per
movement during the AM and PM Peak Hours. In terms of total site trips entering the intersection, this equates to one
additional trip during the AM Peak Hour and a reduction of one trip during the PM Peak Hour. It is anticipated that
these minimal changes in site trips would have a negligible impact on the intersection operations at the W. Colorado
Avenue site driveway. Additionally, all site traffic would be removed from the existing Michillinda Avenue site driveway
with the development of the Assisted Living facility.
Michillinda A
ve
Legend X% (X%) AM Peak Hour (PM Peak Hour) Distribution Percentages
Michillinda A
ve
Legend X (X) AM Peak Hour (PM Peak Hour)
Net Change in Trips
Note: All site trips will be removed from the Michillinda Avenue site driveway.
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Attachments
Exhibit A-1: Site Plan
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Location: Coco's Bakery Restaurant Dwy & W Colorado Blvd Date: 12/3/2019
City: Arcadia Day: Tuesday
ER WL NL NR ER WL NL NR
12:00 AM 0 0 0 0 0 12:00 AM 0 0 0 0 012:15 AM 0 0 0 0 0 1:00 AM 0 0 0 0 012:30 AM 0 0 0 0 0 2:00 AM 0 0 0 0 012:45 AM 0 0 0 0 0 3:00 AM 0 0 0 0 01:00 AM 0 0 0 0 0 4:00 AM 0 0 0 0 01:15 AM 0 0 0 0 0 5:00 AM 2 1 1 0 41:30 AM 0 0 0 0 0 6:00 AM 3 2 2 0 71:45 AM 0 0 0 0 0 7:00 AM 3 0 0 2 52:00 AM 0 0 0 0 0 8:00 AM 11 4 1 3 192:15 AM 0 0 0 0 0 9:00 AM 13 7 5 10 352:30 AM 0 0 0 0 0 10:00 AM 23 6 11 14 542:45 AM 0 0 0 0 0 11:00 AM 15 0 1 9 253:00 AM 0 0 0 0 0 12:00 PM 15 2 8 7 323:15 AM 0 0 0 0 0 1:00 PM 12 2 9 7 303:30 AM 0 0 0 0 0 2:00 PM 10 3 4 9 263:45 AM 0 0 0 0 0 3:00 PM 11 1 3 5 204:00 AM 0 0 0 0 0 4:00 PM 5 0 5 2 124:15 AM 0 0 0 0 0 5:00 PM 10 3 2 7 224:30 AM 0 0 0 0 0 6:00 PM 11 2 6 6 254:45 AM 0 0 0 0 0 7:00 PM 8 1 7 8 245:00 AM 0 1 0 0 1 8:00 PM 5 1 3 3 125:15 AM 0 0 0 0 0 9:00 PM 1 2 2 3 85:30 AM 0 0 0 0 0 10:00 PM 0 0 2 1 35:45 AM 2 0 1 0 3 11:00 PM 0 0 1 0 16:00 AM 0 0 1 0 1 Grand Totals 158 37 73 96 3646:15 AM 0 1 0 0 16:30 AM 2 0 1 0 36:45 AM 1 1 0 0 27:00 AM 1 0 0 0 17:15 AM 1 0 0 0 17:30 AM 1 0 0 2 37:45 AM 0 0 0 0 08:00 AM 3 0 0 0 38:15 AM 4 0 1 3 88:30 AM 1 3 0 0 48:45 AM 3 1 0 0 49:00 AM 5 0 1 2 89:15 AM 2 3 2 2 99:30 AM 4 1 0 5 109:45 AM 2 3 2 1 8
10:00 AM 3 1 1 2 710:15 AM 7 3 4 2 1610:30 AM 7 2 5 8 2210:45 AM 6 0 1 2 911:00 AM 4 0 0 3 711:15 AM 5 0 0 3 811:30 AM 3 0 1 3 711:45 AM 3 0 0 0 312:00 PM 4 0 1 1 612:15 PM 8 2 0 4 1412:30 PM 1 0 4 2 712:45 PM 2 0 3 0 51:00 PM 4 0 2 1 71:15 PM 1 0 4 0 51:30 PM 0 2 0 5 71:45 PM 7 0 3 1 112:00 PM 2 0 0 2 42:15 PM 3 1 0 0 42:30 PM 3 2 2 5 122:45 PM 2 0 2 2 63:00 PM 2 1 1 2 63:15 PM 2 0 0 1 33:30 PM 3 0 1 1 53:45 PM 4 0 1 1 64:00 PM 1 0 0 0 14:15 PM 0 0 1 0 14:30 PM 1 0 4 0 54:45 PM 3 0 0 2 55:00 PM 2 1 0 1 45:15 PM 4 1 0 1 65:30 PM 1 0 1 1 35:45 PM 3 1 1 4 96:00 PM 3 0 1 1 56:15 PM 0 1 3 3 76:30 PM 5 0 1 0 66:45 PM 3 1 1 2 77:00 PM 2 0 4 4 107:15 PM 2 1 2 2 77:30 PM 2 0 0 2 47:45 PM 2 0 1 0 38:00 PM 2 1 0 2 58:15 PM 1 0 1 0 28:30 PM 2 0 1 1 48:45 PM 0 0 1 0 19:00 PM 0 0 1 1 29:15 PM 0 2 1 1 49:30 PM 0 0 0 0 09:45 PM 1 0 0 1 2
10:00 PM 0 0 0 0 010:15 PM 0 0 0 0 010:30 PM 0 0 2 1 310:45 PM 0 0 0 0 011:00 PM 0 0 1 0 111:15 PM 0 0 0 0 011:30 PM 0 0 0 0 011:45 PM 0 0 0 0 0
Grand Totals 158 37 73 96 364
Prepared by National Data & Surveying Services
Driveway INS/OUTS Study
TIME
15 Minute VolumesTOTALSIngress Egress TIME
Hourly VolumesTOTALSIngress Egress
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Location: Michillinda Ave & Coco's Bakery Restaurant Dwy Date: 12/3/2019
City: Arcadia Day: Tuesday
Ingress Egress Ingress Egress
NR WR NR WR
12:00 AM 0 0 0 12:00 AM 0 1 112:15 AM 0 0 0 1:00 AM 0 0 012:30 AM 0 1 1 2:00 AM 0 0 012:45 AM 0 0 0 3:00 AM 0 0 01:00 AM 0 0 0 4:00 AM 0 0 01:15 AM 0 0 0 5:00 AM 3 0 31:30 AM 0 0 0 6:00 AM 2 1 31:45 AM 0 0 0 7:00 AM 7 4 112:00 AM 0 0 0 8:00 AM 7 5 122:15 AM 0 0 0 9:00 AM 10 5 152:30 AM 0 0 0 10:00 AM 19 9 282:45 AM 0 0 0 11:00 AM 9 10 193:00 AM 0 0 0 12:00 PM 9 14 233:15 AM 0 0 0 1:00 PM 3 14 173:30 AM 0 0 0 2:00 PM 5 9 143:45 AM 0 0 0 3:00 PM 3 4 74:00 AM 0 0 0 4:00 PM 6 4 104:15 AM 0 0 0 5:00 PM 4 8 124:30 AM 0 0 0 6:00 PM 6 6 124:45 AM 0 0 0 7:00 PM 3 9 125:00 AM 0 0 0 8:00 PM 5 8 135:15 AM 0 0 0 9:00 PM 1 1 25:30 AM 0 0 0 10:00 PM 0 4 45:45 AM 3 0 3 11:00 PM 0 0 06:00 AM 0 0 0 Grand Totals 102 116 2186:15 AM 0 0 06:30 AM 2 0 26:45 AM 0 1 17:00 AM 2 1 37:15 AM 0 1 17:30 AM 1 2 37:45 AM 4 0 48:00 AM 2 0 28:15 AM 2 1 38:30 AM 2 3 58:45 AM 1 1 29:00 AM 2 1 39:15 AM 2 1 39:30 AM 3 2 59:45 AM 3 1 4
10:00 AM 4 2 610:15 AM 4 2 610:30 AM 5 4 910:45 AM 6 1 711:00 AM 0 2 211:15 AM 2 3 511:30 AM 4 4 811:45 AM 3 1 412:00 PM 4 2 612:15 PM 0 3 312:30 PM 1 5 612:45 PM 4 4 81:00 PM 0 5 51:15 PM 1 3 41:30 PM 0 4 41:45 PM 2 2 42:00 PM 1 4 52:15 PM 0 3 32:30 PM 1 2 32:45 PM 3 0 33:00 PM 2 2 43:15 PM 0 1 13:30 PM 1 1 23:45 PM 0 0 04:00 PM 1 1 24:15 PM 1 1 24:30 PM 2 1 34:45 PM 2 1 35:00 PM 0 2 25:15 PM 2 5 75:30 PM 0 1 15:45 PM 2 0 26:00 PM 2 1 36:15 PM 3 2 56:30 PM 0 2 26:45 PM 1 1 27:00 PM 1 7 87:15 PM 0 1 17:30 PM 1 1 27:45 PM 1 0 18:00 PM 2 2 48:15 PM 2 4 68:30 PM 1 0 18:45 PM 0 2 29:00 PM 1 0 19:15 PM 0 1 19:30 PM 0 0 09:45 PM 0 0 0
10:00 PM 0 0 010:15 PM 0 1 110:30 PM 0 3 310:45 PM 0 0 011:00 PM 0 0 011:15 PM 0 0 011:30 PM 0 0 011:45 PM 0 0 0
Grand Totals 102 116 218
Prepared by National Data & Surveying Services
Driveway INS/OUTS Study
TIME
15 Minute VolumesTOTALS TIME
Hourly VolumesTOTALS
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ID: 19-05738-001 Day:
City: Arcadia Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 00 0 0 0
2 348 0 1756
0 0 1 0 1 3 0 0
0 0 0 0 TEV ### 0 ### 0 0 0 0
249 0 1571 2 PHF 0.97 0.94
8 0 10 00 0 1 0
AM NOON PM PM NOON AM
PM 0 2 0 7 PM
NOON 0 0 0 0 NOON
AM 0 1 0 5 AM
W C
olo
rad
o B
lvd
07:00 AM - 09:00 AM
NONE
1757 0 351
Coco's Bakery Restaurant Dwy
8
0
Coco's Bakery Restaurant Dwy
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1578
0
PE
AK
HO
UR
S
Total Vehicles (AM)
NONE
05:00 PM - 06:00 PM
0
0
0
No Control
W C
olo
rad
o B
lvd
EA
ST
BO
UN
DPeak Hour Turning Movement Count
13
Coco's Bakery Restaurant Dwy & W Colorado Blvd
Tuesday
12/03/2019
CONTROL
WE
ST
BO
UN
D
07:30 AM - 08:30 AM
254
CO
UN
T P
ER
IOD
S
Total Vehicles (AM)
NOONAM PM
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Location: Coco's Bakery Restaurant Dwy & W Colorado Blvd
City: Arcadia Project ID: 19-05738-001
Control: No Control Date:
NS/EW Streets:
0 1 0 0 0 0 0 0 0 2 0 0 1 2 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 26 1 0 0 478 0 0 505
7:15 AM 0 0 0 0 0 0 0 0 0 42 1 0 0 434 0 0 477
7:30 AM 0 0 2 0 0 0 0 0 0 69 1 0 0 424 0 0 496
7:45 AM 0 0 0 0 0 0 0 0 0 62 0 0 0 449 0 0 511
8:00 AM 0 0 0 0 0 0 0 0 0 59 3 0 0 429 0 0 491
8:15 AM 1 0 3 0 0 0 0 0 0 59 4 0 0 454 0 0 521
8:30 AM 0 0 0 0 0 0 0 0 0 58 1 0 3 429 0 0 491
8:45 AM 0 0 0 0 0 0 0 0 0 55 3 0 1 406 0 0 465
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1 0 5 0 0 0 0 0 0 430 14 0 4 3503 0 0 3957
APPROACH %'s : 16.67% 0.00% 83.33% 0.00% 0.00% 96.85% 3.15% 0.00% 0.11% 99.89% 0.00% 0.00%
PEAK HR : 07:30 AM 39 37 44 08:15 AM TOTAL
PEAK HR VOL : 1 0 5 0 0 0 0 0 0 249 8 0 0 1756 0 0 2019
PEAK HR FACTOR : 0.250 0.000 0.417 0.000 0.000 0.000 0.000 0.000 0.000 0.902 0.500 0.000 0.000 0.967 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 1 0 0 0 0 0 0 0 2 0 0 1 2 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 0 0 0 0 284 1 1 0 100 0 0 386
4:15 PM 1 0 0 0 0 0 0 0 0 342 0 0 0 124 0 1 468
4:30 PM 4 0 0 0 0 0 0 0 0 376 1 0 0 83 0 0 464
4:45 PM 0 0 2 0 0 0 0 0 0 377 3 2 0 100 0 0 484
5:00 PM 0 0 1 0 0 0 0 0 0 339 2 0 1 88 0 0 431
5:15 PM 0 0 1 0 0 0 0 0 0 388 4 1 1 94 0 0 489
5:30 PM 1 0 1 0 0 0 0 0 0 426 1 0 0 86 0 0 515
5:45 PM 1 0 4 0 0 0 0 0 0 418 3 0 1 80 0 0 507
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 7 0 9 0 0 0 0 0 0 2950 15 4 3 755 0 1 3744
APPROACH %'s : 43.75% 0.00% 56.25% 0.00% 0.00% 99.36% 0.51% 0.13% 0.40% 99.47% 0.00% 0.13%
PEAK HR : 05:00 PM 293 289 296 05:30 PM TOTAL
PEAK HR VOL : 2 0 7 0 0 0 0 0 0 1571 10 1 3 348 0 0 1942
PEAK HR FACTOR : 0.500 0.000 0.438 0.000 0.000 0.000 0.000 0.000 0.000 0.922 0.625 0.250 0.750 0.926 0.000 0.000
EASTBOUND
12/3/2019
W Colorado Blvd
NORTHBOUND
W Colorado Blvd
0.967
WESTBOUND
Coco's Bakery Restaurant Dwy Coco's Bakery Restaurant Dwy
0.918
EASTBOUND
PM
AM
07:30 AM - 08:30 AM
NORTHBOUND
0.3750.969
Total
0.9430.926
WESTBOUND
0.924
SOUTHBOUND
0.450
05:00 PM - 06:00 PM
SOUTHBOUND
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ID: 19-05738-002 Day:
City: Arcadia Date:
AM 10 460 0 0 AM
NOON 0 0 0 0 NOON
PM 17 738 0 0 PM
AM NOON PM PM NOON AM
0 2 0 00 4 0 3
1 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 TEV ### 0 1457 0 0 0 0
0 0 0 1 PHF 0.95 0.95
12 0 30 00 0 2 1
AM NOON PM PM NOON AM
PM 0 0 662 6 PM
NOON 0 0 0 0 NOON
AM 0 0 1139 9 AM
Peak Hour Turning Movement Count
768
Michillinda Ave & Coco's Bakery Restaurant Dwy
Tuesday
12/03/2019
CONTROL
WE
ST
BO
UN
D
07:30 AM - 08:30 AM
9
CO
UN
T P
ER
IOD
S
Total Vehicles (AM)
PE
AK
HO
UR
S
Total Vehicles (AM)
NONE
04:00 PM - 05:00 PM
1142
666
0
No Control
Co
co
's B
akery
Resta
ura
nt
Dw
y
EA
ST
BO
UN
D
Michillinda Ave
472
0
Michillinda Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
6
0
Co
co
's B
akery
Resta
ura
nt D
wy
07:00 AM - 09:00 AM
NONE
10 0 17
NOONAM PM
12
| P
ag
e
Lo
ca
tio
n:
Mic
hillinda A
ve &
Coco
's B
akery
Rest
aura
nt
Dw
y
Cit
y:
Arc
adia
Pro
ject
ID
:19-0
5738-0
02
Co
ntr
ol:
No C
ontr
ol
Da
te:
NS
/E
W S
tre
ets
:
02
10
02
00
01
00
01
00
NL
NT
NR
NU
SL
ST
SR
SU
EL
ET
ER
EU
WL
WT
WR
WU
TO
TAL
7:0
0 A
M0
205
20
060
00
00
30
00
10
271
7:1
5 A
M0
266
00
068
30
00
20
00
10
340
7:3
0 A
M0
302
10
096
50
00
40
00
20
410
7:4
5 A
M0
255
40
0117
20
00
10
00
00
379
8:0
0 A
M0
284
20
0142
00
00
40
00
00
432
8:1
5 A
M0
298
20
0105
30
00
30
00
10
412
8:3
0 A
M0
263
20
0113
50
00
30
00
30
389
8:4
5 A
M0
220
10
0105
20
00
00
00
10
329
NL
NT
NR
NU
SL
ST
SR
SU
EL
ET
ER
EU
WL
WT
WR
WU
TO
TAL
TO
TA
L V
OLU
ME
S :
02093
14
00
806
20
00
020
00
09
02962
AP
PR
OA
CH
%'s
:0.0
0%
99.3
4%
0.6
6%
0.0
0%
0.0
0%
97.5
8%
2.4
2%
0.0
0%
0.0
0%
0.0
0%
100.0
0%
0.0
0%
0.0
0%
0.0
0%
100.0
0%
0.0
0%
PE
AK
HR
:07:3
0 A
M39
37
44
08:0
0 A
MTO
TAL
PE
AK
HR
VO
L :
01139
90
0460
10
00
012
00
03
01633
PE
AK
HR
FA
CT
OR
:0.0
00
0.9
43
0.5
63
0.0
00
0.0
00
0.8
10
0.5
00
0.0
00
0.0
00
0.0
00
0.7
50
0.0
00
0.0
00
0.0
00
0.3
75
0.0
00
Headers
NB
LN
BT
NB
RN
BU
SBL
SBT
SBR
SBU
EBL
EBT
EBR
EBU
WB
LW
BT
WB
RW
BU
02
10
02
00
01
00
01
00
NL
NT
NR
NU
SL
ST
SR
SU
EL
ET
ER
EU
WL
WT
WR
WU
TO
TAL
4:0
0 P
M0
173
10
0188
50
00
60
00
10
374
4:1
5 P
M0
147
10
0168
10
00
60
00
10
324
4:3
0 P
M0
161
20
0197
60
00
90
00
10
376
4:4
5 P
M0
181
20
0185
50
00
90
00
10
383
5:0
0 P
M0
197
00
0109
50
00
16
00
02
0329
5:1
5 P
M0
185
20
092
40
00
12
00
05
0300
5:3
0 P
M0
191
00
0131
10
00
90
00
10
333
5:4
5 P
M0
181
20
098
00
00
12
00
00
0293
NL
NT
NR
NU
SL
ST
SR
SU
EL
ET
ER
EU
WL
WT
WR
WU
TO
TAL
TO
TA
L V
OLU
ME
S :
01416
10
00
1168
27
00
079
00
012
02712
AP
PR
OA
CH
%'s
:0.0
0%
99.3
0%
0.7
0%
0.0
0%
0.0
0%
97.7
4%
2.2
6%
0.0
0%
0.0
0%
0.0
0%
100.0
0%
0.0
0%
0.0
0%
0.0
0%
100.0
0%
0.0
0%
PE
AK
HR
:04:0
0 P
M289
289
296
04:4
5 P
MTO
TAL
PE
AK
HR
VO
L :
0662
60
0738
17
00
030
00
04
01457
PE
AK
HR
FA
CT
OR
:0.0
00
0.9
14
0.7
50
0.0
00
0.0
00
0.9
37
0.7
08
0.0
00
0.0
00
0.0
00
0.8
33
0.0
00
0.0
00
0.0
00
1.0
00
0.0
00
0.9
45
To
tal
0.9
51
0.8
33
W
ESTBO
UN
D
1.0
00
PM
AM
07
:30
AM
- 0
8:3
0 A
M
N
ORTH
BO
UN
D
0.9
47
SO
UTH
BO
UN
D
0.9
13
0.9
30
04
:00
PM
- 0
5:0
0 P
M
SO
UTH
BO
UN
D
0.8
27
0.7
50
EASTBO
UN
D
EASTBO
UN
D
12/3
/2019
Coco
's B
akery
Rest
aura
nt
Dw
y
N
ORTH
BO
UN
D
Coco
's B
akery
Rest
aura
nt
Dw
y
0.3
75
W
ESTBO
UN
D
Mic
hillinda A
ve
Mic
hillinda A
ve