TAC Review Comments

City of El Mirage — Regular Meeting (2023-02-22)

Extracted text (via pymupdf) 31957 characters

PLANNING AND ZONING
Development Services Department
10000 N. El Mirage Road, El Mirage, Arizona 85335
623-876-2996; Fax 623-876-4605; TDD 623-933-3258
www.elmirageaz.gov

MEMORANDUM
TO:

Brad Lauth, Centerpoint
FROM:
Jose A. Macias, Senior Planner

Development Services Department, Planning & Zoning
RE:

PZ22-10-29 CarMax Site Plan
DATE:
January 13, 2023
Mr. Lauth,
Please see the comments from the El Mirage Technical Advisory Committee (TAC) for the Site
Plan Approval.
BUILDING & SAFETY
1. No comments from Building Safety.
ECONOMIC DEVELOPMENT
2. CarMax Site Plan- Economic Development strongly supports this project. The City will
benefit by the labor requirements and sales taxes from on-going car auctions. In addition,
CarMax is a Fortune 174 company with national name recognition. Having the CarMax
brand in the City opens opportunities for other Fortune 500 companies.
ENGINEERING
3. See the attached memorandum.

FIRE DEPARTMENT
4. Fire departments only concern is the main entrance. Please to make sure that the fire
apparatus has the proper turn radius. All gates need to have Knox boxes and emitters.
PLANNING & ZONING
5. 13500 W Olive Avenue, El Mirage, Arizona 85335 assigned address will become official
with the submittal of the Building Safety and Engineering permits.
6. The following accessory uses shall require a conditional use permit approval, private
fueling station and auction use. A separate zoning application shall be filed for review
and City approval, see zoning case number PZ22-12-32. Both applications will be
reviewed by staff and presented to the Commission and City Council concurrently.
7. The site is located within the Luke AFB 1988 JLUS 65 DNL, “high noise or accident
potential zone” as defined by A.R.S. § 28-8461 and inside the “territory in the vicinity of
a military airport” also defined by A.R.S. § 28-8461 and is subject to land use
compatibility with the State Statute. See attached review comment letter from Luke AFB.

8. The preliminary landscape plan shall be reviewed and approved by the Zoning
Administrator or designee as part of the development site plan review and may be
approved with stipulated changes or additions. The preliminary landscape plan will be
included in the site plan staff report and presented to the Planning and Zoning
Commission and City Council where additional stipulations may be imposed.
9. Trees along the north property line adjacent to the 40-foot channel easement are not
required.
10. All required trees shall be a minimum of 15 gallons in size and at least 50% of those trees
must be 24-inch box or larger size. All shrubs shall be a minimum of five gallons in size.
All 15-gallon trees must be a minimum of eight feet in height, four feet in spread, and
one and one-quarter inches trunk caliper at the ground level. All 24-inch box and larger
trees shall be a minimum of ten feet in height, four feet in spread and two and a half
inches trunk caliper at the ground level.
11. The final landscape plan shall be in conformance with the approved preliminary plan and
any stipulated changes or additions and shall be approved by the Zoning Administrator or
designee prior to the issuance of a building permit.
12. All changes in landscape plans before, during, or after preliminary or final landscape plan
approval and/or landscape installation shall be approved by the Zoning Administrator or
his or her designee.
13. Prior to the city accepting for maintenance any reverse street frontage landscaping or
other street rights-of-way landscaping the following conditions shall have to be satisfied:
a. The landscaping shall be inspected and approved by the city for compliance with
the approved landscape plan.
b. The subsequent completion of a 60-day maintenance period wherein the
developer shall be responsible for all watering, weeding, and replacement of all
dead or dying plant materials.
c. A final inspection called by the developer or his or her representative at the
completion of a 120-day maintenance period resulting in final approval and
acceptance by the city, except for the subdivision which shall be determined when
final plans are approved.
d. As-built drawings of the landscape and irrigation system are required prior to
acceptance by the city and for projects within the city right-of-way or city-owned
property. The as-built drawings shall be four mil., non-wash off photo mylar or
digitized record in accordance with city CAD guidelines showing the locations of
all plantings and irrigation equipment.
14. The proposed signs package is in-compliance with the City’s sign regulations.
15. A separate sign permit for signs other than for the address and building numbers will be
required, this includes monument, pole, wall signs and other sign types permitted.
16. A final plat will be required to record the lot combination, easements and/or dedication of
land prior to issuing the Certificate of Occupancy. Separate fees will apply.

POLICE DEPARTMENT
17. With the uptick in catalytic converter thefts, will there be a robust security/camera system
to monitor the inventory?
PUBLIC WORKS
18. No comments regarding the development application. The water and wastewater will be
provided by EPCOR. However, in the interim water will be provided by COEM via the
12” main in Dysart Rd.

Engineering
Development Services Department
10000 N El Mirage Road, El Mirage 85335
623-972-8116; Fax 623-876-4605; TDD 623-933-3258
www.elmirageaz.gov

MEMORANDUM

TO:

Jose Macias, Planner/GIS
FROM:
Bryce Christo, P.E., Assistant City Engineer
SUBJECT:
CarMax Auction & Production Center – Development Application Review
DATE:
01-11-23

Below are the Engineering Division’s comments for the above referenced submittal prepared in
December 2022. These items will have to be addressed prior to the Planning and Zoning
Meeting.

1. None

The below items will have to be addressed during the Construction Plan Submittal.

Narrative
1. Introduction – Should 32.62 acres be 47.94 acres?
2. Project Description – It is noted that APS may be relocating the high voltage lines along
the project frontage and, if so, the developer would want a Development Agreement with
the City to allow the deferment of offsite improvements until such time that the power
lines/poles have been removed. The developer must provide the City with documentation
from APS that those lines/poles will be removed prior to the preparation of the
Development Agreement. If the deferment is approved by City Council, interim offsite
improvements may be required.
3. Water and Sewer - All on site utilities will be private and designed according to City of
El Mirage Standards therefore the City needs to review the water and sewer reports.

Civil Plans

Cover Sheet (Sheet 1)
4. Zoning Summary/Zoning – The Zoning for this property is EI/PAD.
5. Parking Requirements – Provide a breakdown on how the Parking Required was
calculated using Table P of Section 154.104 of the City Code.

Site Plan (Sheets 2 and 3)
6. The rear yard is located along the north property line of the site. Update the setbacks
along the north property to “rear setback”.
7. The half right of way along Dysart Road is 70.5’ and reduces to 60.5’ to the north.
8. The City will construct the five lane (2-M-2) roadway section for Dysart Road (arterial
road) and both the right of way and 8-foot wide PUEs along the subject property have
already been dedicated per the Copperwing Final Plat. The project is responsible for an

eight-foot-wide (detached and meandering where possible) sidewalk, streetlights, ITS
conduit and landscaping/irrigation along the Dysart Road frontage with the initial phase
of construction.
9. Olive Avenue (arterial road), in the ultimate condition, is a five lane (2-M-2) roadway
section with a typical 5.5’ – 11’ – 11.5’ – 14’ – 11.5’ – 11’ – 5.5’ configuration. The
CarMax project is responsible for completing the north half of the roadway and full
median, an 8-foot wide Public Utility Easement (PUE), an eight-foot-wide (detached and
meandering where possible) sidewalk, streetlights, signing/striping and
landscaping/irrigation along the Olive Avenue frontage. The project will also be
responsible for any deceleration lanes and associated right of way widening. The
pavement section shall be 6” AC on 12” ABC on 12” of overexcavated and moisture
conditioned subgrade.
10. Per Section 152.158 of the City Code, “where medians are required, the owner of the
property first developing shall install the full median, including curbing, street lighting,
and landscaping. The developer required to install a full median may request the city to
enter into an agreement providing for reimbursement of that portion of the costs which
would have been the responsibility of subsequent developers. Reimbursement shall be
made on the basis of front footage as determined by the Public Works Director at the rate
of half the front foot current cost less the reimbursement transaction fee established by
Council resolution which shall be retained by the city to cover administrative costs.”
Since this may be the first project proposed along this section, the median shall be
installed with these improvements unless the available roadway will not support the
installation. If the median cannot be constructed, the owner will be required to enter into
a Development Agreement with the City to pay for half of the median to be constructed
by the future owner for the property across Olive Avenue.
11. The project is required to dedicate 80 feet of right way along Olive Avenue for 500 feet
west of the Dysart Road centerline and 80 feet of right way along Dysart Road for 500
feet north of the Olive Avenue centerline.
12. The PUE is shown as 10 feet wide on Sheet 3. This PUE is only required to be 8 feet
wide.
13. Show the separation, measured from nearest face of curb to nearest face of curb, between
the proposed driveways, roadway intersections and any existing driveways across Olive
Avenue. Driveway spacing shall adhere to City Code Sections 154.103 (C) and (D) and
City Detail EM-259. The east driveway shall align with the driveway across Olive
Avenue or be separated by a minimum of 260 feet, measured from nearest face of curb to
nearest face curb or edge of pavement.
14. The driveways shall be per MAG or City details. Stop signs are recommended at each
driveway by the City and the TIA.
15. If a driveway is either designated for truck entry or prohibits use by trucks, please
provide the necessary signage. Verify that any driveway to be used by a truck can
accommodate a WB-67 vehicle without encroaching into the adjacent lane.
16. It shall be noted that this site is only allowed two driveways on Olive Avenue and two
driveways on Dysart Road. The 9 acre future expansion area will not be allowed to have
a driveway on Olive Avenue.
17. There is an existing 30-foot wide Access Easement that runs along the west property line
to allow for emergency access to the Cives property to the north.
18. Show the sight distance requirements at each proposed driveway per City Detail EM-
158.
19. 6-inch MAG type curbing is required around all driveways and parking lots. The curbing
shall be no closer than 3 feet to any property line.

20. All parking spaces shall be striped with a minimum 4-inch painted line.
21. What type of material will be used for the ADA pedestrian path that leads from the
parking lot to the Production Center?
22. The drive aisles at the security gates at the emergency entrances shall be a minimum of
20 feet wide and the fire lanes shall be a minimum of 26 feet wide. The fire lanes shall be
designed to handle 75,000 lbs. A Geotechnical Report will be required for this project
and it should provide a recommended design section for these lanes and all other
pavement sections including offsite roadways.
23. An emergency vehicle turnaround per City Detail EM-114 is required at the fire lane
dead end shown on Sheet 3.
24. Offsite Improvements – Olive Avenue
a. Label the storage and taper lengths of the deceleration lane for the west driveway.
b. The left turn lane at the east driveway and at the intersection of Olive/Dysart shall
have a minimum storage of 160 feet.
c. The deceleration lane into the east driveway is incorrectly labeled as a left turn
lane.
d. Left turn lanes shall be 10 feet wide and right turn lanes shall be 11.5 feet wide.
e. If the proposed sidewalk encroaches into the property, additional right of way
shall be dedicated to the City.
f. The minimum longitudinal slope shall be 0.25% for Olive Avenue.
g. The cross slope of Olive Avenue shall be between 1% and 3% with 2% preferred.
h. As noted in the TIA, interim striping will be required to connect the ultimate cross
section of Olive Avenue to the existing cross sections east and west of the project
site.
25. Offsite Improvements – Dysart Road
a. Four (4) 1.25” interconnect conduits per City Detail EM-170 shall be run from a
new No. 9 vault at the northwest corner of Olive/Dysart to a new No. 7 pull box
with extension at the northern limit of the property. Install a No. 7 pull box with
extension approximately every 500 feet along this run.
26. Plans shall include applicable City Notes. Call out MAG, City, etc. details to be used.
Use the City’s 2023 Design & Development Standards Manual (DDSM) as a guide for
the final design.

Utility Plans (Sheets 4 & 5)
27. The water and sanitary sewer service area for the Copperwing Logistics Center is in the
process of being transferred to EPCOR therefore any offsite water (up to the backflow
preventer) and sewer design (mains and services within the right of way) shall adhere the
requirements of and be reviewed and approved by EPCOR. All on site utilities will be
private and shall be designed according to City of El Mirage Standards.
28. The City of El Mirage will also be responsible for fire protection and the design of that
system will be reviewed and approved by the City.
29. Domestic and landscape services each require a separate tap, meter and backflow
preventer. Meters shall be within the right of way and backflow preventers shall be on
private property but not within the PUE. Fire service lines require a separate tap and
backflow preventer.
30. Water valves are required along the fire line, approximately every 500 feet, and at
locations so that the maximum number of hydrants to be out of service is two.
31. Hydrants shall be spaced at a maximum of 300 feet. The plans show spacing ranging
between approximately 650 to 900 feet. Final hydrant locations will be reviewed by the
Fire Department.

32. Any hydrants within the project site will be private and painted Safety Red per City
Detail EM-360. All hydrants, public or private, require markers per MAG Detail 122.
33. Hydrant service lines over 100 feet in length shall be 8 inches in diameter.
34. The encased water main that will be run beneath the drainage channel shall have a
minimum of 4 feet of cover below the bottom of the channel.
35. A backwater valve per City Detail EM-442 is required for each sanitary sewer service.
36. It is not recommended to install utility lines within the driveway.
37. Show utility horizontal and vertical clearance information per MAG Detail 404 and City
Detail EM-402.
38. All aboveground utilities shall maintain a minimum of 6 feet of clearance from all fire
hydrants and fire suppression devices per City Detail EM-361.
39. Each proposed driveway shall have at least one streetlight.
40. Per City Code Section 155.057, all overhead utility lines, 13kV and under, shall be placed
underground. This includes all electrical, communication, cable, etc. facilities along
Dysart Road and Olive Avenue and within the project boundaries. This may require the
undergrounding beyond the site boundary to the next convenient power pole or junction
element.

Grading & Drainage Plans (Sheets 6 & 7)
41. Side slopes adjacent to the public right of way, areas where pedestrian access is permitted
and within Public Utility Easements (PUE) shall be 6:1 or flatter. There shall be at least
two feet of level ground between any wall or vertical obstruction and the top of any side
slope grading.
42. The finished floor elevations are required to be a minimum of 12 inches above the 100-
year high-water level of any adjacent retention basin and 14 inches above the ultimate
outfall of the site. Show the location and elevation of the ultimate outfall for this site.
43. Show the building setbacks on the plans. The 100 year water elevation of the proposed
retention basins and drainage channel shall be located a minimum of 4 feet away from
any structures and shall not be located within any building setbacks, easements, or fire
lanes. The basins along the south property line and the drainage channel may be
encroaching into the setback lines. The Car Wash appears to be within 4 feet of Basin 3.
44. The site is responsible for retaining that drainage from the site and the adjacent half right
of way of both Olive Avenue and Dysart Road. Catch basins, scuppers, etc. will be
required along Olive Avenue to direct the flow to the onsite basins. The spreader basin
will have to be sized to hold the applicable offsite runoff and any onsite tributary areas
that contribute to the proposed channel (i.e., the expansion area, the channel itself, etc.)
45. Several of the volumes provided and required do not match the values shown in the
Drainage Report. Please revise accordingly.
46. Any wall where the difference in ground elevation between the two sides is greater than 1
foot shall be a retaining wall and may require structural calculations.

Section & Detail Sheets (Sheets 8 to 13)
47. Dysart Road Sections
a. The existing pavement shall be removed and replaced to the monument line.
b. The 14 foot median shall be centered at the monument line.
c. The pavement section is 6” AC over 12” ABC over 12” of overexcavated and
moisture conditioned subgrade.
d. Show the lanes on Section A-A.
e. The vertical curb is noted as “both sides” but this project is only required to
construct the north half of Olive Avenue.

f. Bike lanes are only required to be 5.5 feet wide.
g. Median curb shall be single curb per MAG Detail 222, Type A.
h. Left turn lanes shall be 10 feet wide to maintain a minimum median width of 4
feet.
i. The southern right of way on Section D-D is 70 feet.
j. The “existing” sections of Section E-E shall be labeled “future by others”.
48. Turn Block Wall Opening Detail – Calculations for all block wall openings shall be
provided in the Drainage Report.
49. Landscape Island Detail – Gutters are only required when the curb carries flow.
50. Curb Opening Detail - Calculations for all curb openings shall be provided in the
Drainage Report.
51. Detail 29 & 33 – The minimum pavement sections need to be determined by a
Geotechnical Report.

Truck Routes (Sheets 14 & 15)
52. What type of vehicle was used in the path shown on Sheet 15?

Context/Conceptual Site Plan
53. No comments.

Preliminary Landscape Plans
54. Add City Landscaping and Irrigation Notes (City Detail EM-101-4) to the plan set.
55. Add the Site Distance Easement per City Detail EM-158 to the intersection of
Olive/Dysart.
56. DG is required on all non-paved areas both on site and within the right of way adjacent to
the project site.
57. All plantings at maturity shall maintain a minimum of 6 feet of clearance from all fire
hydrants and fire suppression devices per City Detail EM-361.
58. No walls or trees shall be placed within any Public Utility Easement (PUE).
59. Trees shall not be placed within 5 feet of any City curb or sidewalk or within 6 feet of
any public utility.
60. Add a note to the plans that the maintenance for all landscaping and irrigation shown on
the plans will be the responsibility of the property owner.
61. Irrigation plans will be required.
62. The median shall be landscaped and irrigated. The City can provide examples of other
median landscaping upon request.

Photometric Plan
63. No comments.

Exterior Elevations
64. No elevations were submitted for the Auction Building.

ALTA Survey
65. No comments.

Sign Schedule
66. Any monuments signs shall be located outside the sight distance requirements and sight
distance triangles.

Preliminary Drainage Statement
67. Section 5.0 – The City requires the 100-year storm event to be based on a rainfall of 2.4
inches.
68. Drainage Map
a. Use the City Runoff Coefficients per City Code Section 155.054(B)(6)(a).
Concrete = 0.95, roofs/asphalt = 0.85, grass = 0.15 and desert/rock lawn = 0.70.
b. Several of the volumes provided and required do not match the values shown on
the Grading & Drainage Plans. Please revise accordingly.
69. Provide calculations for the retention basins. Provide High Water Level (HWL) and
bottom elevations, volumes required and provided, basin overflow elevations and the low
outfall of the lot.
70. Calculations for the curb openings, wall opening, catch basins, scuppers, etc. will be
required. This includes pipe capacity, inlet capacity and scupper openings as applicable.
71. Drywell calculations are required. The Grading & Drainage Plans show an “assumed
percolation rate per COEM” of 0.80 in/hr. The City Code references a 0.80 cfs design
rate but that is not recommended for this site. The City recommends using 0.10 cfs for
design.
72. Street calculations for an arterial street (Olive Avenue) shall verify that:
c. 10 year flows can be carried within the curb and maintain a 12 foot dry lane in
each direction.
d. 100 year flows can be carried within the right of way with a maximum depth of 6
inches over the crown.
73. A Final Drainage Report will be required. The report shall discuss offsite drainage and
provide a Tributary Area Map(s) that breaks down the contributing flow to each basin
and stormwater structure.

Preliminary Water & Sewer Reports
74. These reports were not provided. The water and sanitary sewer service area for the
project site is in the process of being transferred to EPCOR therefore any offsite water
(up to the backflow preventer) and sewer design (mains and services within the right of
way) shall adhere the requirements of and be reviewed and approved by EPCOR. All on
site utilities will be private and designed according to City of El Mirage Standards. Please
provide final reports with the construction documents.

Traffic Impact Analysis (TIA)
75. Executive Summary/Principal Findings – Site Access Bulletpoint 2 – Is the last sentence
supposed to be for the 3rd bulletpoint?
76. The TIA states that midday peak hour volumes were collected instead of AM peak hour
volumes so a multiplier, based on other intersections, was used. A copy of the traffic
counts at this intersection from an adjacent project has been attached. The Traffic
Engineer can determine whether or not the estimated volumes are reflective of this
intersection or if they should be updated.

Title Report
77. No comments.

Phase I Environmental Assessment
78. Section 5.1 – The project will be part of EPCOR’s water and sewer service areas.

Miscellaneous
79. A Final Plat per Chapter 1, Section B-2 of the City’s Design & Development Standard
Manual (DDSM) will be required prior to Certificate of Occupancy. The Plat shall show:
a. All right of way and easement dedications including PUEs, Drainage Easements,
VNAEs, etc.
b. Any subdivision or consolidation of parcels.
c. A 1-foot Vehicular Non-Access Easement is required along Dysart Road and
Olive Avenue except at legitimate driveways.
80. A Geotechnical Report will be required to provide asphalt/concrete pavement sections.
Verify the proposed pavement sections can handle 75,000 lbs. for any fire access lane or
more if the trucks entering and existing the site will be heavier.
81. A Haul Permit will be required if 500 cubic yards or more of material will be brought
into or out of the site. This will require a separate application, an exhibit showing the haul
route and insurance from the company performing the haul. The fee is $300.
82. An Approval to Construction (ATC) will be required from MCESD for the water and
sewer line extensions. A copy shall be provided to the City prior to the release of any
Engineering permit.
83. A Dust Control Permit from the County will be required prior to the release of any
Engineering permit.
84. A Stormwater Pollution Prevention Plan (SWPPP) will be required per the City’s SWPPP
Guidelines document. A Notice of Intent (NOI) from ADEQ will be required prior to
release of any Engineering permit.
85. The City will not release any permits until EPCOR provides the City with their approval
of the water and sewer plans and reports. The applicant is responsible for submitting
plans to EPCOR for review and approval.
86. Any modifications to the farmer’s irrigation system would be an agreement between the
developer and the property owner but the modifications may be reviewed by the City.

The above comments are meant to be general in nature and are not considered to be all inclusive.
Additional comments will arise during the formal permit submittal.

Intersection Turning Movement
Prepared by:
N
42
598
381
AM
MD
PM
TOTAL
TOTAL
AM
MD
PM
63
108
117
225
592
305
418
723
75
107
182

MD
AM
600AM
-
NOON
-
PM
330PM
-
AM PEAK HOUR
NOON PEAK HOUR
PM PEAK HOUR
330 PM
630 AM
900AM
630PM
TMC SUMMARY OF Dysart Rd & Olive Ave
Olive Ave
APPROACH LANES
15
APPROACH LANES

APPROACH LANES
23

282
AM
207
TOTAL

PM
AM

24
60
596
162
310
MD
304
22
40
Dysart Rd
14
APPROACH LANES
233

TOTAL
LOCATION #:
102
MD
36
363
CONTROL
Signal
Project #:
22-1086-006

29
Dysart Rd
Olive Ave

174
20
294
Day
Dysart Rd & Olive Ave
22-1086-006
(Intersection Name)
TURNING MOVEMENT COUNT
TUESDAY
60
02/08/22
Date
COUNT PERIODS

Intersection Turning Movement
Prepared by:

N-S STREET:
DATE:
LOCATION:
E-W STREET:
DAY:
PROJECT#

NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
1
1
1
1
1
1
1
1
0
1
1
1
6:00 AM
7
45
11
29
59
12
4
51
0
11
70
30
329
6:15 AM
7
46
10
39
66
10
3
77
3
20
112
35
428
6:30 AM
5
60
20
48
55
3
7
68
6
21
78
36
407
6:45 AM
7
50
22
55
80
9
9
64
4
19
78
18
415
7:00 AM
6
53
7
44
81
4
3
74
3
18
81
18
392
7:15 AM
6
70
11
60
88
6
4
76
2
17
68
36
444
7:30 AM
6
62
17
38
58
4
2
66
2
16
55
31
357
7:45 AM
2
62
17
41
66
4
7
53
5
21
69
26
373
8:00 AM
6
35
10
38
62
7
4
54
2
20
50
23
311
8:15 AM
4
57
15
27
79
5
4
45
2
27
57
21
343
8:30 AM
12
67
17
26
38
12
6
64
1
17
62
20
342
8:45 AM
7
47
24
37
50
1
3
51
3
15
65
21
324
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
TOTAL
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
Volumes
75
654
181
482
782
77
56
743
33
222
845
315
4465
Approach %
8.24
71.87
19.89
35.94
58.31
5.74
6.73
89.30
3.97
16.06
61.14
22.79
App/Depart
910
/
1025
1341
/
1037
832
/
1406
1382
/
997
630 AM
PEAK
Volumes
24
233
60
207
304
22
23
282
15
75
305
108
1658
Approach %
7.57
73.50
18.93
38.84
57.04
4.13
7.19
88.13
4.69
15.37
62.50
22.13
PEAK HR.
FACTOR:
0.934
33.565615, -112.341739
02/08/22

El Mirage
Dysart Rd
Olive Ave
22-1086-006
TUESDAY
0.865
AM Peak Hr Begins at:
0.904
WESTBOUND
NORTHBOUND
SOUTHBOUND
EASTBOUND
0.976
0.911
Signal
COMMENT 1:
GPS:
CONTROL:
veracity
group
traffic

Intersection Turning Movement
N-S STREET:
DATE:
LOCATION:
E-W STREET:
DAY:
PROJECT#

NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
1
1
1
1
1
1
1
1
0
1
1
1
1:00 PM

1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
7
111
27
38
69
2
11
75
4
24
94
26
488
3:45 PM
11
89
32
70
85
9
9
88
1
23
105
31
553
4:00 PM
9
87
21
35
74
6
15
70
7
26
103
32
485
4:15 PM
9
76
22
31
66
3
5
77
2
34
116
28
469
4:30 PM
9
83
27
43
65
5
7
57
0
29
119
29
473
4:45 PM
6
73
41
45
84
3
10
76
3
28
115
28
512
5:00 PM
10
79
17
43
69
2
7
63
0
23
130
36
479
5:15 PM
8
78
22
37
64
3
8
66
2
22
107
30
447
5:30 PM
19
82
25
20
54
2
5
39
1
21
113
38
419
5:45 PM
4
73
11
39
53
1
4
46
10
20
98
26
385
6:00 PM
7
63
23
19
47
3
1
49
3
20
69
24
328
6:15 PM
2
66
7
24
61
8
7
35
0
13
83
15
321
6:30 PM
6:45 PM
TOTAL
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
Volumes
101
960
275
444
791
47
89
741
33
283
1252
343
5359
Approach %
7.56
71.86
20.58
34.63
61.70
3.67
10.31
85.86
3.82
15.07
66.67
18.26
App/Depart
1336
/
1392
1282
/
1107
863
/
1460
1878
/
1400
330 PM
PEAK
Volumes
36
363
102
174
294
20
40
310
14
107
418
117
1995
Approach %
7.19
72.46
20.36
35.66
60.25
4.10
10.99
85.16
3.85
16.67
65.11
18.22
PEAK HR.
FACTOR:
0.902
El Mirage
PM Peak Hr Begins at:
0.902
WESTBOUND
NORTHBOUND
SOUTHBOUND
EASTBOUND
0.864
Dysart Rd
02/08/22
0
Olive Ave
TUESDAY
22-1086-006

GPS:
33.565615, -112.341739
0.744
0.929
CONTROL:
Signal
COMMENT 1:
0
veracity
group
traffic

City: El Mirage
Project #:
Location: Dysart Rd south of Peoria Ave
AM Period NB

WB
PM Period
NB
SB

WB
00:00
9

12:00
72

00:15
12

12:15
77

00:30
11

12:30
79

00:45
4
36
1
32

68
12:45
83
311
103
346

657
01:00
11

13:00
80

01:15
5

13:15
109

113

01:30
7

13:30
98

01:45
6
29
3
36

65
13:45
107
394
100
374

768
02:00
12

14:00
119

113

02:15
7

14:15
114

117

02:30
8

14:30
103

145

02:45
11
38
18
36

74
14:45
92
428
100
475

903
03:00
6

15:00
118

131

03:15
4

15:15
106

129

03:30
14

15:30
131

111

03:45
11
35
24
79

114
15:45
136
491
105
476

967
04:00
23

16:00
145

150

04:15
14

16:15
131

112

04:30
34

16:30
104

106

04:45
37
108
48
168

276
16:45
127
507
112
480

987
05:00
25

17:00
127

125

05:15
40

17:15
127

104

05:30
48

17:30
120

101

05:45
71
184
70
268

452
17:45
119
493
78
408

901
06:00
50

18:00
107

06:15
58

18:15
98

06:30
90

116

18:30
92

06:45
102
300
108
402

702
18:45
86
383
66
315

698
07:00
67

146

19:00
57

07:15
71

137

19:15
55

07:30
101

153

19:30
61

07:45
102
341
104
540

881
19:45
51
224
49
209

433
08:00
77

108

20:00
45

08:15
76

105

20:15
60

08:30
84

115

20:30
60

08:45
85
322
74
402

724
20:45
37
202
25
141

343
09:00
81

21:00
42

09:15
62

21:15
39

09:30
95

21:30
39

09:45
68
306
75
324

630
21:45
28
148
21
117

265
10:00
70

22:00
31

10:15
69

22:15
28

10:30
77

22:30
22

10:45
70
286
74
322

608
22:45
21
102
10
53

155
11:00
69

23:00
14

11:15
93

23:15
19

11:30
90

23:30
19

11:45
72
324
75
312

636
23:45
13
65
18
67

132
Total Vol.
2309
2921
5230

6057
3748
3461
7209
GPS Coordinates:
NB
SB
EB
WB
Combined
6057
6382

12439
Split %
44.1%
55.9%
42.0%
52.0%
48.0%
58.0%
Peak Hour
07:30
06:45
06:45
15:30
14:30
15:30
Volume
356
544
885
543
505
1021
P.H.F.
0.87
0.89
0.87
0.94
0.87
0.87
Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745
PM
AM
Daily Totals
Tuesday, February 08, 2022
Volumes for:
22-1086-011
33.579360, -112.341800