Extracted text (via pymupdf)
39255 characters
7
Heslin Holdings
Fry’s Fuel Station
trips) utilize Gavilan Peak Parkway to access the site, the average daily traffic (ADT) along
Gavilan Peak Parkway would increase to 9,475 vpd.
The buildout of the proposed Fry’s Fuel Station development would represent an approximate
1.9% decrease in the available capacity of Gavilan Peak Parkway.
PROPOSED DRIVEWAY SPACING
Section 7.9.2 of MCDOT’s Roadway Design Manual, effective March 27, 2024, states the
following regarding driveway spacing:
‘The distance between adjacent driveways must be adequate to allow driveway vehicles to
safely queue, accelerate, decelerate, and cross conflicting traffic streams without excessive
interference with through traffic, or traffic using adjacent driveways.
The minimum distance between driveway centerlines along arterial roadways shall be at
least 360 feet.’
A total distance of 190-feet is provided between the centerline of King Drive and the proposed
centerline of the limited access driveway located along Gavilan Peak Parkway. The proposed
right-in/right-out driveway along Gavilan Peak Parkway makes the proposed Fry’s Fuel Station
more efficient and accessible to drivers traveling south on Gavilan Peak Parkway.
Additionally, due to the nature of the proposed right-in/right-out driveway, less conflicting
traffic streams will be crossed as no left turns will be permitted. The proposed 190-feet
distance between centerlines will be adequate to allow for safe queuing, acceleration, and
deceleration without interference of through or adjacent traffic.
Section 7.9.4 of MCDOT’s Roadway Design Manual, effective March 27, 2024, provides the
following table of specifications regarding minimum corner clearance requirements for
intersections:
Classifications A-E refer to different scenarios of driveway location, with classification B
referring to a right-in/right-out access upstream of an intersection. Thus, the minimum corner
8
Heslin Holdings
Fry’s Fuel Station
clearance required for the proposed right-in/right-out access along Gavilan Peak Parkway is
180-feet, with 190-feet provided.
The corner clearance requirements specified in Section 7.9.4 are intended for roadways with a
posted speed limit of 40 mph or greater. Gavilan Peak Parkway has a posted speed limit of 35
mph, and therefore is not required to conform to these corner clearance requirements.
TURN LANE REQUIREMENTS
The proposed driveway along Gavilan Peak Parkway is under the jurisdiction of the Maricopa
County Department of Transportation (MCDOT). Thus, the 2024 MCDOT Roadway Design
Manual Section 7.15 turn lane warrants were utilized to analyze the access along Gavilan Peak
Parkway.
Right Turn Lane – MCDOT
The 2026 proposed traffic along Gavilan Peak Parkway during the AM and PM peak hour are
480 and 500 trips, respectively.
According to Table 7.6 of the MCDOT 2024 Roadway Design Manual roadways with two (2)
through lane in each direction of travel, a speed limit greater less than 45 mph, a right turn lane
is NOT warranted.
9
Heslin Holdings
Fry’s Fuel Station
SUMMARY
The proposed Fry’s Fuel Station development is comprised of 10 vehicle fueling positions and a
walk-up convenience kiosk.
Pass-by trips are attracted from the existing traffic passing the site on an adjacent street or
roadway that offers direct access to the generator. These trips are not considered to add new
traffic to the adjacent street network and may be reduced from the total external trips
generated by the proposed development.
Accounting for pass-by trips, the proposed site is anticipated to experience a total of 1,720 daily
trips, with 103 trips occurring in the AM peak hour and 139 trips occurring in the PM peak hour.
The proposed Fry’s Fuel Station is anticipated to generate a net new total of 689 weekday trips,
with 38 occurring during the AM peak hour and 60 occurring during the PM peak hour.
With the installation of the traffic signal at the intersection of Gavilan Peak Parkway and King
Drive, all movements operate at a level of service B or better during the AM and PM peak hours
for the build condition.
Conservatively assuming all new daily site trips (689 trips) utilize Gavilan Peak Parkway to
access the site, the average daily traffic (ADT) along Gavilan Peak Parkway would increase to
9,475 vpd.
The buildout of the proposed Fry’s Fuel Station development would represent an approximate
1.9% decrease in the available capacity of Gavilan Peak Parkway.
In conclusion, the proposed Fry’s Fuel Station development is anticipated to result in minimal
traffic impacts to the existing roadway network and the surrounding area.
A
Heslin Holdings
Fry’s Fuel Station
ATTACHMENT A – PROPOSED SITE PLAN
S
S
FV
FV
I
S
FV
I
AIR AND
WATER
GAVILAN PEAK PARKWAY
KING DRIVE
E
SITE PLAN CONCEPT
NWC GALIVAN PEAK PARKWAY & W KING ROAD,
ANTHEM, ARIZONA (COUNTY ISLAND)
MASTER SITE PLAN CONCEPT
DATE: 02/14/2024
SCALE: 1:20
120'
80'
40'
0'
N
SEG
SEG
#
20'
VICINITY MAP
SITE PLAN CONCEPT
SITE
DATE
REVIEWED BY SPG
WITH CONDITIONS
APPROVED BY SPG
DATE
WB-5O TRUCK
WB-5O TRUCK PATH
B
Heslin Holdings
Fry’s Fuel Station
ATTACHMENT B – MARICOPA COUNTY
ASSESSOR
C
Heslin Holdings
Fry’s Fuel Station
ATTACHMENT C – EXISTING TRAFFIC COUNT
DATA
GAVILAN PEAK PKWY
GAVILAN PEAK PKWY
KING DR
KING DR
(303) 216-2439
www.alltrafficdata.net
Location: 1 GAVILAN PEAK PKWY & KING DR AM
Thursday, February 13, 2025
Date:
Peak Hour - Motorized Vehicles
Peak Hour - Bicycles
Peak Hour - Pedestrians
Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour:
02:15 PM - 03:15 PM
Peak 15-Minutes:
02:15 PM - 02:30 PM
725
454
50
79
484
729
18
15
0.72
N
S
E
W
0.58
0.82
0.86
0.45
(4,871)
(5,180)
(613)
(680)
(97)
(104)
(5,179)
(5,428)
6
1
37
17
0
33
13
1
4
0
0
681
9
432
41
2
KING DR
KING DR
GAVILAN PEAK PKWY
GAVILAN PEAK PKWY
0
10
0
15
N
S
E
W
1
9
0
0
0
0
11
4
0
0
2
0
8
1
0
0
0
1
0
0
0
0
0
0
N
S
E
W
0
0
0
0
4
4
0
0
0
0
0
0
Left
Thru Right
Total
Eastbound
Interval
Start Time
Rolling
Hour
West
East South North
Pedestrian Crossings
U-Turn
Westbound
Northbound
Southbound
Left
Thru Right
U-Turn
Left
Thru Right
U-Turn
Left
Thru
Right
U-Turn
6:00 AM
0
2
17
0
0
39
0
0
0
0
11
0
73
0
0
0
0
429
0
0
3
1
6:15 AM
0
6
17
0
0
28
0
1
0
0
7
0
66
0
0
0
0
774
1
2
3
1
6:30 AM
0
0
43
0
0
52
0
0
0
0
8
0
108
0
0
0
0
1,097
1
2
2
0
6:45 AM
0
0
103
0
2
57
0
0
0
0
13
0
182
0
4
0
0
1,169
0
4
3
0
7:00 AM
0
1
258
0
3
124
0
2
0
0
9
0
418
4
5
0
0
1,160
1
13
7
0
7:15 AM
0
1
189
0
5
171
0
0
0
0
5
0
389
1
2
0
0
912
2
9
7
0
7:30 AM
0
1
40
1
10
107
0
1
0
0
13
0
180
0
1
0
0
737
1
2
4
0
7:45 AM
0
0
63
0
5
80
0
0
0
0
13
0
173
2
0
0
0
728
2
8
2
0
8:00 AM
0
1
72
0
6
70
0
0
0
0
9
0
170
1
0
0
0
728
3
5
4
0
8:15 AM
0
1
95
0
4
94
0
0
0
0
9
0
214
1
0
0
0
708
0
4
7
0
8:30 AM
0
1
66
0
2
84
0
0
0
0
8
0
171
0
0
0
0
643
1
2
6
1
8:45 AM
0
1
63
0
4
73
0
2
0
0
12
0
173
0
0
0
0
600
3
1
12
2
9:00 AM
0
0
61
0
1
66
0
1
1
0
7
0
150
0
0
0
0
599
1
4
7
1
9:15 AM
0
0
51
1
3
75
0
1
0
0
7
1
149
1
2
0
0
607
1
2
5
2
9:30 AM
0
1
49
0
1
59
0
0
1
0
11
0
128
0
0
0
0
602
0
2
3
1
9:45 AM
0
2
58
0
2
93
0
1
0
0
6
1
172
1
1
0
0
637
1
3
4
1
10:00 AM
0
1
63
1
0
75
0
0
0
0
4
0
158
0
1
0
0
660
1
3
10
0
10:15 AM
0
0
52
0
3
73
0
0
1
0
3
0
144
0
2
0
0
732
3
3
3
3
10:30 AM
0
2
70
0
1
65
0
3
0
2
7
0
163
0
0
0
0
766
1
2
8
2
10:45 AM
0
1
79
0
6
85
0
0
0
0
9
0
195
0
1
0
0
806
0
4
9
2
11:00 AM
0
1
75
0
2
121
0
2
0
0
10
0
230
0
3
0
0
942
1
4
13
1
11:15 AM
0
4
61
0
1
78
0
0
0
0
14
0
178
0
0
0
0
1,016
2
6
10
2
11:30 AM
0
2
80
0
2
94
0
0
0
0
6
0
203
0
0
0
0
1,086
5
5
9
0
11:45 AM
0
0
114
1
10
186
0
0
0
0
7
0
331
0
0
0
0
1,092
0
4
7
2
12:00 PM
1
0
98
0
10
176
0
0
1
0
8
0
304
1
1
0
0
960
0
1
8
1
12:15 PM
1
0
93
0
3
123
0
0
0
0
15
0
248
0
0
0
0
837
1
2
10
0
12:30 PM
1
1
75
0
0
103
0
0
0
0
11
0
209
0
0
0
0
804
2
3
13
0
12:45 PM
0
1
87
1
0
80
0
0
0
0
11
2
199
0
0
0
0
821
0
4
13
0
1:00 PM
0
2
81
0
7
60
0
0
0
0
12
0
181
0
0
0
0
843
2
4
11
2
1:15 PM
0
2
89
0
2
102
0
0
0
0
6
0
215
1
2
0
0
924
0
2
12
0
1:30 PM
0
3
99
1
3
88
0
1
0
0
8
0
226
0
3
0
0
1,155
4
3
16
0
1:45 PM
0
2
122
0
1
76
0
1
0
0
5
0
221
3
1
0
0
1,210
1
2
8
3
2:00 PM
0
1
135
0
6
89
0
3
0
0
9
0
262
0
3
0
0
1,264
2
7
10
0
2:15 PM
1
1
110
1
20
291
0
1
0
0
6
0
446
11
8
0
0
1,277
1
4
9
1
2:30 PM
0
2
109
0
3
134
0
0
0
0
13
0
281
0
2
0
0
1,073
5
6
8
1
2:45 PM
1
4
123
0
4
118
0
0
0
0
9
0
275
4
0
0
0
1,079
0
5
10
1
3:00 PM
0
2
90
0
10
138
0
3
1
0
5
0
275
0
0
0
0
1,080
7
2
14
3
3:15 PM
0
0
99
0
7
104
0
1
1
0
7
0
242
2
0
0
0
1,068
2
5
15
1
3:30 PM
1
1
115
0
5
136
0
0
0
0
8
0
287
3
1
0
0
1,119
2
2
17
0
3:45 PM
0
1
127
0
5
113
0
0
0
0
9
0
276
0
0
0
0
1,139
0
3
18
0
4:00 PM
0
0
102
0
3
124
0
2
0
0
7
0
263
0
0
0
0
1,178
7
1
17
0
4:15 PM
0
1
127
0
5
126
0
0
0
0
5
1
293
1
1
0
0
1,200
0
8
18
2
4:30 PM
0
0
148
0
5
127
0
0
0
0
11
0
307
0
2
0
0
1,214
0
4
12
0
4:45 PM
0
0
179
0
3
104
0
0
0
0
7
0
315
2
2
0
0
1,224
0
7
15
0
5:00 PM
0
0
130
0
5
121
0
0
0
0
7
0
285
2
0
0
0
1,233
0
5
16
1
5:15 PM
0
1
133
0
4
122
0
1
0
0
12
0
307
1
0
0
0
4
9
21
0
5:30 PM
0
0
160
1
8
120
0
0
0
0
8
0
317
1
1
0
0
0
5
15
0
5:45 PM
0
0
175
0
6
112
0
0
0
0
8
0
324
0
0
0
0
0
3
20
0
Count Total
38
474
191
71
11,076
4,936
198
8
4,645
54
6
5
415
2
6
27
0
0
0
43
49
Peak Hour
0
4
1
0
33
0
2
9
432
1
37
681
1,277
13
17
41
6
15
10
0
0
D
Heslin Holdings
Fry’s Fuel Station
ATTACHMENT D – EXISTING CAPACITY
ANALYSIS
1: Gavilan Peak Pkwy & King Dr
02/18/2025
Fry's Fuel Station - Existing AM Peak Hour
HCM 7th TWSC
Lokahi, LLC
Page 1
Intersection
Int Delay, s/veh
2.6
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBU
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
3
0
4
40
0
28
3
590
21
1
20
459
0
Future Vol, veh/h
3
0
4
40
0
28
3
590
21
1
20
459
0
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
-
- None
Storage Length
-
-
-
120
-
-
150
-
-
-
150
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
-
0
-
Peak Hour Factor
70
70
70
70
70
70
70
70
70
70
70
70
70
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
4
0
6
57
0
40
4
843
30
1
29
656
0
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1146
1597
328
1254
1582
436
656
0
0
873
873
0
0
Stage 1
716
716
-
866
866
-
-
-
-
-
-
-
-
Stage 2
430
881
-
388
716
-
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
6.44
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.52
2.22
-
-
Pot Cap-1 Maneuver
154
105
668
128
108
568
927
-
-
401
769
-
-
Stage 1
387
432
-
314
368
-
-
-
-
-
-
-
-
Stage 2
574
363
-
607
432
-
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
139
102
668
123
104
568
927
-
-
731
731
-
-
Mov Cap-2 Maneuver
139
102
-
123
104
-
-
-
-
-
-
-
-
Stage 1
377
421
-
313
367
-
-
-
-
-
-
-
-
Stage 2
531
361
-
586
421
-
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s/v19.76
38.53
0.04
0.44
HCM LOS
C
E
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1WBLn2
SBL
SBT
SBR
Capacity (veh/h)
927
-
-
254
123
568
731
-
-
HCM Lane V/C Ratio
0.005
-
- 0.039 0.463
0.07 0.041
-
-
HCM Control Delay (s/veh)
8.9
-
-
19.8
57.2
11.8
10.1
-
-
HCM Lane LOS
A
-
-
C
F
B
B
-
-
HCM 95th %tile Q(veh)
0
-
-
0.1
2.1
0.2
0.1
-
-
1: Gavilan Peak Pkwy & King Dr
02/18/2025
Fry's Fuel Station - Existing PM Peak Hour
HCM 7th TWSC
Lokahi, LLC
Page 1
Intersection
Int Delay, s/veh
1.2
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBU
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
1
0
4
35
0
22
1
598
72
1
23
475
1
Future Vol, veh/h
1
0
4
35
0
22
1
598
72
1
23
475
1
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
-
- None
Storage Length
-
-
-
120
-
-
150
-
-
-
150
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
-
0
-
Peak Hour Factor
95
95
95
95
95
95
95
95
95
95
95
95
95
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
1
0
4
37
0
23
1
629
76
1
24
500
1
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
868
1258
251
970
1221
353
501
0
0
705
705
0
0
Stage 1
551
551
-
669
669
-
-
-
-
-
-
-
-
Stage 2
317
707
-
301
552
-
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
6.44
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.52
2.22
-
-
Pot Cap-1 Maneuver
246
170
749
208
179
644
1059
-
-
513
889
-
-
Stage 1
486
514
-
413
454
-
-
-
-
-
-
-
-
Stage 2
669
436
-
684
513
-
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
233
166
749
202
175
644
1059
-
-
860
860
-
-
Mov Cap-2 Maneuver
233
166
-
202
175
-
-
-
-
-
-
-
-
Stage 1
477
504
-
413
453
-
-
-
-
-
-
-
-
Stage 2
644
436
-
667
504
-
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s/v12.01
20.56
0.01
0.45
HCM LOS
B
C
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1WBLn2
SBL
SBT
SBR
Capacity (veh/h)
1059
-
-
519
202
644
860
-
-
HCM Lane V/C Ratio
0.001
-
-
0.01 0.182 0.036 0.029
-
-
HCM Control Delay (s/veh)
8.4
-
-
12
26.7
10.8
9.3
-
-
HCM Lane LOS
A
-
-
B
D
B
A
-
-
HCM 95th %tile Q(veh)
0
-
-
0
0.6
0.1
0.1
-
-
E
Heslin Holdings
Fry’s Fuel Station
ATTACHMENT E – TRIP GENERATION
Fry's Fuel Station
Trip Generation Calculations
944
Gasoline/Service Station
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
944
10
Vehicle
Fueling
Positions
172.01
50%
50%
10.28
50%
50%
13.91
50%
50%
1,720
860
860
103
51
52
139
69
70
Average
944
10
Vehicle
Fueling
Positions
77
50%
50%
3.5
50%
50%
4.25
50%
50%
770
385
385
35
17
18
43
21
22
Minimum
944
10
Vehicle
Fueling
Positions
460
50%
50%
29
50%
50%
75.50
50%
50%
4,600
2,300
2,300
290
145
145
755
377
378
Maximum
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
944
10
Vehicle
Fueling
Positions
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Equation
96.45
5.36
6.93
18
53
65
8
9
9
N/A
N/A
N/A
Land Use
ITE
Code
Qty
Unit
Weekday
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Gasoline/Service Station
Gasoline/Service Station
Gasoline/Service Station
Land Use
ITE
Code
Qty
Unit
Weekday
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Gasoline/Service Station
Gasoline/Service Station
Standard Deviation
Number of Studies
Average Size
R2
Fry's Fuel Station
Pass-By Calculations
PASS-
BY
PASS-
BY
ENTER
EXIT
TOTAL Rate % ENTER
EXIT
TOTAL
ENTER
EXIT
TOTAL
Rate
%
ENTER
EXIT
TOTAL
10
51
52
103
63%
19
19
38
69
70
139
57%
30
30
60
51
52
103
19
19
38
69
70
139
30
30
60
Daily
37%
37%
37%
43%
43%
43%
40%
Gasoline/Service Station
TOTAL
After Pass-By
After Pass-By
Land Use
SF
Fueling
Positions
BEFORE REDUCTION
AM PEAK HR
AM REDUCED
BEFORE REDUCTION
PM PEAK HR
PM REDUCED
F
Heslin Holdings
Fry’s Fuel Station
ATTACHMENT F – BUILD CAPACITY
ANALYSIS
1: Gavilan Peak Pkwy & King Dr
02/18/2025
Fry's Fuel Station - Build AM Peak Hour
HCM 7th Signalized Intersection Summary
Lokahi, LLC
Page 1
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBU
SBL
SBT
Lane Configurations
Traffic Volume (veh/h)
32
0
16
40
0
28
32
590
21
1
20
456
Future Volume (veh/h)
32
0
16
40
0
28
32
590
21
1
20
456
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
Lane Width Adj.
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
46
0
23
57
0
40
46
843
30
29
651
Peak Hour Factor
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
494
26
194
725
0
634
367
1400
50
293
1421
Arrive On Green
0.40
0.00
0.40
0.40
0.00
0.40
0.40
0.40
0.40
0.40
0.40
Sat Flow, veh/h
902
65
484
1388
0
1585
781
3500
125
635
3647
Grp Volume(v), veh/h
69
0
0
57
0
40
46
428
445
29
651
Grp Sat Flow(s),veh/h/ln
1451
0
0
1388
0
1585
781
1777
1848
635
1777
Q Serve(g_s), s
0.1
0.0
0.0
0.0
0.0
0.7
2.1
8.6
8.6
1.7
6.1
Cycle Q Clear(g_c), s
1.1
0.0
0.0
0.9
0.0
0.7
8.1
8.6
8.6
10.3
6.1
Prop In Lane
0.67
0.33
1.00
1.00
1.00
0.07
1.00
Lane Grp Cap(c), veh/h
714
0
0
725
0
634
367
711
739
293
1421
V/C Ratio(X)
0.10
0.00
0.00
0.08
0.00
0.06
0.13
0.60
0.60
0.10
0.46
Avail Cap(c_a), veh/h
714
0
0
725
0
634
367
711
739
293
1421
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
0.00
0.00
1.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
8.4
0.0
0.0
8.4
0.0
8.3
12.9
10.7
10.7
14.7
9.9
Incr Delay (d2), s/veh
0.3
0.0
0.0
0.2
0.0
0.2
0.7
3.8
3.6
0.7
1.1
Initial Q Delay(d3), s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
0.4
0.0
0.0
0.3
0.0
0.2
0.4
3.2
3.3
0.3
2.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh
8.7
0.0
0.0
8.6
0.0
8.5
13.6
14.4
14.3
15.4
11.0
LnGrp LOS
A
A
A
B
B
B
B
B
Approach Vol, veh/h
69
97
919
680
Approach Delay, s/veh
8.7
8.5
14.3
11.2
Approach LOS
A
A
B
B
Timer - Assigned Phs
2
4
6
8
Phs Duration (G+Y+Rc), s
22.5
22.5
22.5
22.5
Change Period (Y+Rc), s
4.5
4.5
4.5
4.5
Max Green Setting (Gmax), s
18.0
18.0
18.0
18.0
Max Q Clear Time (g_c+I1), s
10.6
3.1
12.3
2.9
Green Ext Time (p_c), s
3.3
0.2
2.2
0.3
Intersection Summary
HCM 7th Control Delay, s/veh
12.6
HCM 7th LOS
B
Notes
User approved ignoring U-Turning movement.
1: Gavilan Peak Pkwy & King Dr
02/18/2025
Fry's Fuel Station - Build AM Peak Hour
HCM 7th Signalized Intersection Summary
Lokahi, LLC
Page 2
Movement
SBR
Lane Configurations
Traffic Volume (veh/h)
0
Future Volume (veh/h)
0
Initial Q (Qb), veh
0
Lane Width Adj.
1.00
Ped-Bike Adj(A_pbT)
1.00
Parking Bus, Adj
1.00
Work Zone On Approach
Adj Sat Flow, veh/h/ln
1870
Adj Flow Rate, veh/h
0
Peak Hour Factor
0.70
Percent Heavy Veh, %
2
Cap, veh/h
0
Arrive On Green
0.00
Sat Flow, veh/h
0
Grp Volume(v), veh/h
0
Grp Sat Flow(s),veh/h/ln
0
Q Serve(g_s), s
0.0
Cycle Q Clear(g_c), s
0.0
Prop In Lane
0.00
Lane Grp Cap(c), veh/h
0
V/C Ratio(X)
0.00
Avail Cap(c_a), veh/h
0
HCM Platoon Ratio
1.00
Upstream Filter(I)
0.00
Uniform Delay (d), s/veh
0.0
Incr Delay (d2), s/veh
0.0
Initial Q Delay(d3), s/veh
0.0
%ile BackOfQ(50%),veh/ln
0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh
0.0
LnGrp LOS
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
Timer - Assigned Phs
2: Gavilan Peak Pkwy & Driveway
02/18/2025
Fry's Fuel Station - Build AM Peak Hour
HCM 7th TWSC
Lokahi, LLC
Page 3
Intersection
Int Delay, s/veh
0.1
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
0
11
0
651
466
22
Future Vol, veh/h
0
11
0
651
466
22
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
-
0
-
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
0
12
0
708
507
24
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
-
265
-
0
-
0
Stage 1
-
-
-
-
-
-
Stage 2
-
-
-
-
-
-
Critical Hdwy
-
6.94
-
-
-
-
Critical Hdwy Stg 1
-
-
-
-
-
-
Critical Hdwy Stg 2
-
-
-
-
-
-
Follow-up Hdwy
-
3.32
-
-
-
-
Pot Cap-1 Maneuver
0
733
0
-
-
-
Stage 1
0
-
0
-
-
-
Stage 2
0
-
0
-
-
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
-
733
-
-
-
-
Mov Cap-2 Maneuver
-
-
-
-
-
-
Stage 1
-
-
-
-
-
-
Stage 2
-
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s/v 9.99
0
0
HCM LOS
A
Minor Lane/Major Mvmt
NBT EBLn1
SBT
SBR
Capacity (veh/h)
-
733
-
-
HCM Lane V/C Ratio
- 0.016
-
-
HCM Control Delay (s/veh)
-
10
-
-
HCM Lane LOS
-
A
-
-
HCM 95th %tile Q(veh)
-
0
-
-
3: King Dr & Driveway
02/18/2025
Fry's Fuel Station - Build AM Peak Hour
HCM 7th TWSC
Lokahi, LLC
Page 4
Intersection
Int Delay, s/veh
4.5
Movement
EBL
EBT
WBT WBR
SBL
SBR
Lane Configurations
Traffic Vol, veh/h
0
7
3
29
41
0
Future Vol, veh/h
0
7
3
29
41
0
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
-
0
0
-
0
-
Grade, %
-
0
0
-
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
0
8
3
32
45
0
Major/Minor
Major1
Major2
Minor2
Conflicting Flow All
35
0
-
0
27
19
Stage 1
-
-
-
-
19
-
Stage 2
-
-
-
-
8
-
Critical Hdwy
4.12
-
-
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
2.218
-
-
- 3.518 3.318
Pot Cap-1 Maneuver
1577
-
-
-
989
1059
Stage 1
-
-
-
-
1004
-
Stage 2
-
-
-
-
1015
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
1577
-
-
-
989
1059
Mov Cap-2 Maneuver
-
-
-
-
989
-
Stage 1
-
-
-
-
1004
-
Stage 2
-
-
-
-
1015
-
Approach
EB
WB
SB
HCM Control Delay, s/v
0
0
8.81
HCM LOS
A
Minor Lane/Major Mvmt
EBL
EBT
WBT WBR SBLn1
Capacity (veh/h)
1577
-
-
-
989
HCM Lane V/C Ratio
-
-
-
- 0.045
HCM Control Delay (s/veh)
0
-
-
-
8.8
HCM Lane LOS
A
-
-
-
A
HCM 95th %tile Q(veh)
0
-
-
-
0.1
1: Gavilan Peak Pkwy & King Dr
02/18/2025
Fry's Fuel Station - Build PM Peak Hour
HCM 7th Signalized Intersection Summary
Lokahi, LLC
Page 1
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBU
SBL
SBT
Lane Configurations
Traffic Volume (veh/h)
43
0
18
35
0
22
43
598
72
1
23
475
Future Volume (veh/h)
43
0
18
35
0
22
43
598
72
1
23
475
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
Lane Width Adj.
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
61
0
26
50
0
31
61
854
103
33
679
Peak Hour Factor
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
0.70
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
519
24
173
727
0
634
359
1277
154
266
1456
Arrive On Green
0.40
0.00
0.40
0.40
0.00
0.40
0.40
0.40
0.40
0.40
0.40
Sat Flow, veh/h
958
59
433
1385
0
1585
760
3193
385
587
3641
Grp Volume(v), veh/h
87
0
0
50
0
31
61
475
482
33
331
Grp Sat Flow(s),veh/h/ln
1450
0
0
1385
0
1585
760
1777
1801
587
1777
Q Serve(g_s), s
0.7
0.0
0.0
0.0
0.0
0.5
2.9
9.9
9.9
2.2
6.2
Cycle Q Clear(g_c), s
1.5
0.0
0.0
0.8
0.0
0.5
9.1
9.9
9.9
12.1
6.2
Prop In Lane
0.70
0.30
1.00
1.00
1.00
0.21
1.00
Lane Grp Cap(c), veh/h
716
0
0
727
0
634
359
711
720
266
711
V/C Ratio(X)
0.12
0.00
0.00
0.07
0.00
0.05
0.17
0.67
0.67
0.12
0.47
Avail Cap(c_a), veh/h
716
0
0
727
0
634
359
711
720
266
711
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
0.00
0.00
1.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
8.5
0.0
0.0
8.3
0.0
8.3
13.3
11.1
11.1
16.0
10.0
Incr Delay (d2), s/veh
0.3
0.0
0.0
0.2
0.0
0.1
1.0
4.9
4.9
1.0
2.2
Initial Q Delay(d3), s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
0.5
0.0
0.0
0.3
0.0
0.2
0.5
3.8
3.9
0.3
2.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh
8.9
0.0
0.0
8.5
0.0
8.4
14.3
16.0
15.9
17.0
12.1
LnGrp LOS
A
A
A
B
B
B
B
B
Approach Vol, veh/h
87
81
1018
713
Approach Delay, s/veh
8.9
8.5
15.9
12.3
Approach LOS
A
A
B
B
Timer - Assigned Phs
2
4
6
8
Phs Duration (G+Y+Rc), s
22.5
22.5
22.5
22.5
Change Period (Y+Rc), s
4.5
4.5
4.5
4.5
Max Green Setting (Gmax), s
18.0
18.0
18.0
18.0
Max Q Clear Time (g_c+I1), s
11.9
3.5
14.1
2.8
Green Ext Time (p_c), s
3.2
0.3
1.6
0.2
Intersection Summary
HCM 7th Control Delay, s/veh
13.9
HCM 7th LOS
B
Notes
User approved ignoring U-Turning movement.
1: Gavilan Peak Pkwy & King Dr
02/18/2025
Fry's Fuel Station - Build PM Peak Hour
HCM 7th Signalized Intersection Summary
Lokahi, LLC
Page 2
Movement
SBR
Lane Configurations
Traffic Volume (veh/h)
1
Future Volume (veh/h)
1
Initial Q (Qb), veh
0
Lane Width Adj.
1.00
Ped-Bike Adj(A_pbT)
1.00
Parking Bus, Adj
1.00
Work Zone On Approach
Adj Sat Flow, veh/h/ln
1870
Adj Flow Rate, veh/h
1
Peak Hour Factor
0.70
Percent Heavy Veh, %
2
Cap, veh/h
2
Arrive On Green
0.40
Sat Flow, veh/h
5
Grp Volume(v), veh/h
349
Grp Sat Flow(s),veh/h/ln
1869
Q Serve(g_s), s
6.2
Cycle Q Clear(g_c), s
6.2
Prop In Lane
0.00
Lane Grp Cap(c), veh/h
748
V/C Ratio(X)
0.47
Avail Cap(c_a), veh/h
748
HCM Platoon Ratio
1.00
Upstream Filter(I)
1.00
Uniform Delay (d), s/veh
10.0
Incr Delay (d2), s/veh
2.1
Initial Q Delay(d3), s/veh
0.0
%ile BackOfQ(50%),veh/ln
2.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh
12.0
LnGrp LOS
B
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
Timer - Assigned Phs
2: Gavilan Peak Pkwy & Driveway
02/18/2025
Fry's Fuel Station - Build PM Peak Hour
HCM 7th TWSC
Lokahi, LLC
Page 3
Intersection
Int Delay, s/veh
0.1
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
0
14
0
664
486
27
Future Vol, veh/h
0
14
0
664
486
27
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
-
0
-
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
0
15
0
722
528
29
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
-
279
-
0
-
0
Stage 1
-
-
-
-
-
-
Stage 2
-
-
-
-
-
-
Critical Hdwy
-
6.94
-
-
-
-
Critical Hdwy Stg 1
-
-
-
-
-
-
Critical Hdwy Stg 2
-
-
-
-
-
-
Follow-up Hdwy
-
3.32
-
-
-
-
Pot Cap-1 Maneuver
0
718
0
-
-
-
Stage 1
0
-
0
-
-
-
Stage 2
0
-
0
-
-
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
-
718
-
-
-
-
Mov Cap-2 Maneuver
-
-
-
-
-
-
Stage 1
-
-
-
-
-
-
Stage 2
-
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s/v10.12
0
0
HCM LOS
B
Minor Lane/Major Mvmt
NBT EBLn1
SBT
SBR
Capacity (veh/h)
-
718
-
-
HCM Lane V/C Ratio
- 0.021
-
-
HCM Control Delay (s/veh)
-
10.1
-
-
HCM Lane LOS
-
B
-
-
HCM 95th %tile Q(veh)
-
0.1
-
-
3: King Dr & Driveway
02/18/2025
Fry's Fuel Station - Build PM Peak Hour
HCM 7th TWSC
Lokahi, LLC
Page 4
Intersection
Int Delay, s/veh
4.7
Movement
EBL
EBT
WBT WBR
SBL
SBR
Lane Configurations
Traffic Vol, veh/h
0
5
2
42
56
0
Future Vol, veh/h
0
5
2
42
56
0
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
- None
- None
- None
Storage Length
-
-
-
-
0
-
Veh in Median Storage, #
-
0
0
-
0
-
Grade, %
-
0
0
-
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
0
5
2
46
61
0
Major/Minor
Major1
Major2
Minor2
Conflicting Flow All
48
0
-
0
30
25
Stage 1
-
-
-
-
25
-
Stage 2
-
-
-
-
5
-
Critical Hdwy
4.12
-
-
-
6.42
6.22
Critical Hdwy Stg 1
-
-
-
-
5.42
-
Critical Hdwy Stg 2
-
-
-
-
5.42
-
Follow-up Hdwy
2.218
-
-
- 3.518 3.318
Pot Cap-1 Maneuver
1559
-
-
-
984
1051
Stage 1
-
-
-
-
998
-
Stage 2
-
-
-
-
1018
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
1559
-
-
-
984
1051
Mov Cap-2 Maneuver
-
-
-
-
984
-
Stage 1
-
-
-
-
998
-
Stage 2
-
-
-
-
1018
-
Approach
EB
WB
SB
HCM Control Delay, s/v
0
0
8.9
HCM LOS
A
Minor Lane/Major Mvmt
EBL
EBT
WBT WBR SBLn1
Capacity (veh/h)
1559
-
-
-
984
HCM Lane V/C Ratio
-
-
-
- 0.062
HCM Control Delay (s/veh)
0
-
-
-
8.9
HCM Lane LOS
A
-
-
-
A
HCM 95th %tile Q(veh)
0
-
-
-
0.2
1
Nicholas Schlimm (PND)
From:
Bernadette Martinez <bmartinez@azdot.gov>
Sent:
Tuesday, April 8, 2025 11:52 AM
To:
Nicholas Schlimm (PND)
Cc:
Peggy Fehlman
Subject:
Re: Z240027 - Case Notification
This Message Is From an External Sender
This message came from outside your organization. Please use caution when corresponding outside the county.
RE: Notice Number: Z240027
Case Name: FRY'S FUEL STATION
APN: 203-10-935
Subject Address: 40008 N GAVILAN PEAK PKWY
Thank you for the notification of the above-referenced proposed development.
ADOT is neutral on this matter. As such, ADOT has no concerns or comments.
ADOT traffic engineering may offer additional comments, it is recommended that the developer ascertain if a
traffic study or permit will be necessary. We appreciate receiving the notice, and the opportunity to review
and comment. I am happy to assist with any other questions or concerns.
To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.
Bernadette Martinez
Transportation Construction Technician IV
Central District
2140 W. Hilton Ave
Phoenix, AZ 85007
602.712.2086 | redletter@azdot.gov
On Mon, Apr 7, 2025 at 3:02 PM Nicholas Schlimm (PND) <Nicholas.Schlimm@maricopa.gov> wrote:
Good afternoon,
Case Z240027 (Zone Change Major Amendment for a Fry’s Fuel Station) is currently under review.
To access and review application materials, please visit the following link to the Maricopa County
Permit Center: https://maricopacountyaz-energovweb.tylerhost.net/apps/selfservice#/home.
2
On the right-hand side of the menu bar, select the Search icon.
Enter the case number, Z240027, and click the blue Search icon.
Click on the highlighted plan number, Z240027.
A new page will load with case information; select Attachments.
If you have any questions, please feel free to contact me.
Sincerely,
Nick Schlimm
PLANNING & DEVELOPMENT
301 W. Jefferson St. #170 Phoenix, AZ 85003
Planner
O: 602-506-0031
MARICOPA.GOV
Facebook | Instagram | Twitter | YouTube
Fire Marshal’s Office
41018 N Daisy Mountain Dr
Anthem, AZ 85086
Fire.Marshal@DMFD.org
Maricopa County Zoning Change Z240027
Proposed Fry’s #78 Fuel Center
Gavilan Peak Pkwy & King Dr, Anthem AZ 85086
DMFD Permit: NA
April 15, 2025
Reviewed by: Tim Wills, Fire Marshal
This property is within the Daisy Mountain Fire Department jurisdiction. DMFD has “no
objection” to the proposed Zone Change, Z240027. DMFD has adopted the 2018 IFC with
amendments. DMFD has the following preliminary comments for this project:
1. Fuel tanks shall be designed, permitted and installed per ADEQ
2. Fuel tanks and LPG Tank Merchandiser shall be in accordance with DMFD Fire Code and
require separate DMFD permits.
3. Driveways shall be designated, designed and constructed as Fire Lanes for emergency
access.
4. The Required Fire Flow shall be as determined in Fire Code, Appendix B. If developers
are requesting a reduced required fire flow, then fire sprinkler design calculations for the
largest/greatest sprinkler design area/building are required PRIOR to approval.
5. Fire hydrant(s) shall be provided capable of providing required fire flow. Coordinate
locations with DMFD, upon development of site plan.
6. Automatic Fire Sprinklers may be required as per DMFD 2018 Fire Code adoption with
amendments. The sprinkler system shall be designed and installed in accordance with
NFPA 13. Each Building/system requires separate permit.
a. Fire Alarm system shall be designed and installed in accordance with NFPA 72.
Fire Sprinklers shall be monitored by an approved central station. System shall
monitor and supervise fire sprinkler system, provide occupant notification,
monitor/supervise other fire protection systems (CO2 gas detection, Commercial
Cooking systems, etc). Each Building/system requires separate permit.
7. An approved FD Knox key box shall be provided for each building.
1
Nicholas Schlimm (PND)
From:
John Reina <johnwpareina@gmail.com>
Sent:
Thursday, April 24, 2025 1:07 PM
To:
Nicholas Schlimm (PND)
Subject:
Re: Z240027 - Case Notification
This Message Is From an Untrusted Sender
You have not previously corresponded with this sender. Please use caution when you receive messages from new senders.
Always validate the sender first.
Hi Nick,
Let me share my concerns, that may be of value.
1. So close to the school , that it can become a hang out as well as the young clients may not pay
attention to there surrounding ie. bike, scooter electric bikes etc. with traffic.
2. Traffic, the church traffic on the weekends is enormous. The fact is due to increasing attendance the
church had to add another service on Monday Night.
answer: may be consider of adding a stop light
In closing this not an objection of having the gas station but a concern on safety.
John Reina
On Mon, Apr 7, 2025 at 3:02 PM Nicholas Schlimm (PND) <Nicholas.Schlimm@maricopa.gov> wrote:
Good afternoon,
Case Z240027 (Zone Change Major Amendment for a Fry’s Fuel Station) is currently under review.
To access and review application materials, please visit the following link to the Maricopa County
Permit Center: https://maricopacountyaz-energovweb.tylerhost.net/apps/selfservice#/home.
On the right-hand side of the menu bar, select the Search icon.
Enter the case number, Z240027, and click the blue Search icon.
Click on the highlighted plan number, Z240027.
A new page will load with case information; select Attachments.
2
If you have any questions, please feel free to contact me.
Sincerely,
Nick Schlimm
PLANNING & DEVELOPMENT
301 W. Jefferson St. #170 Phoenix, AZ 85003
Planner
O: 602-506-0031
MARICOPA.GOV
Facebook | Instagram | Twitter | YouTube
DATE:
May 8, 2025
TO:
Planning & Zoning Commission
From:
Nick Schlimm, Planner
SUBJECT:
Z240027 – Fry’s Fuel Station
Agenda Item: #4
Since the publication of the staff report for the referenced case, staff received three notices of
opposition from a married couple who are homeowners in Desert Hills. The couple’s property is
located approximately three miles from the subject site of the case.
The authors are opposed to changing the use of the land from a drive-through coffee shop to a
gas station, as there are supposedly enough gas stations already present in the immediate area,
including two Circle Ks. They are also concerned with the site’s proximity to several nearby
schools and the problems that could arise with increased traffic.
Staff notes that the subject site is currently vacant, but a previous zone change with overlay
(Z2022100) limited the allowed use onsite to a drive-through coffee shop. The proposed major
amendment would rescind this limitation and entitle development of any use allowed in the C-1
zoning district, including the Fry’s fuel station proposed with the concurrent POD.
Attachments:
Notices of Opposition – Received 5/6/2025 (3 pages)
1
Nicholas Schlimm (PND)
From:
Rachel Applegate (PND)
Sent:
Tuesday, May 6, 2025 11:55 AM
To:
Nicholas Schlimm (PND)
Cc:
Darren Gerard (PND)
Subject:
FW: Online Form Submittal: Comment on a Planning Case
From: noreply@civicplus.com <noreply@civicplus.com>
Sent: Tuesday, May 6, 2025 10:44 AM
To: Rachel Applegate (PND) <Rachel.Applegate@Maricopa.Gov>
Subject: Online Form Submittal: Comment on a Planning Case
Comment on a Planning Case Case Number & Project Name Z240027 Fry's Fuel Station Comment I am opposed to the prop osed zoning change to the C-1 CUPD district. There are more than an adequate number of fueling stations available within the immediat e
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ZjQcmQRYFpfptBanner End
Comment on a Planning Case
Case Number & Project
Name
Z240027 Fry's Fuel Station
Comment
I am opposed to the proposed zoning change to the C-1 CUPD
district. There are more than an adequate number of fueling
stations available within the immediate area to justify the
addition of another.
Name
Thomas M. Jadlos
Address
1732 W Maddock Rd
City
Phoenix
State
AZ
Zip Code
85086
Email Address
tomjadlos@yahoo.com
Phone Number
3147075735
Email not displaying correctly? View it in your browser.
1
Nicholas Schlimm (PND)
From:
Rachel Applegate (PND)
Sent:
Tuesday, May 6, 2025 11:56 AM
To:
Nicholas Schlimm (PND)
Cc:
Darren Gerard (PND)
Subject:
FW: Online Form Submittal: Comment on a Planning Case
From: noreply@civicplus.com <noreply@civicplus.com>
Sent: Tuesday, May 6, 2025 10:46 AM
To: Rachel Applegate (PND) <Rachel.Applegate@Maricopa.Gov>
Subject: Online Form Submittal: Comment on a Planning Case
Comment on a Planning Case Case Number & Project Name Z240027 Fry's Fuel Station Comment I am opposed to the prop osed zoning change to the C-1 CUPD district. There are more than an adequate number of fueling stations available within the immediat e
ZjQcmQRYFpfptBannerStart
This Message Is From an External Sender
This message came from outside your organization. Please use caution when corresponding outside the county.
ZjQcmQRYFpfptBanner End
Comment on a Planning Case
Case Number & Project
Name
Z240027 Fry's Fuel Station
Comment
I am opposed to the proposed zoning change to the C-1 CUPD
district. There are more than an adequate number of fueling
stations available within the immediate area to justify the
addition of another.
Name
Kathy R. Jadlos
Address
1732 W Maddock Rd
City
Phoenix
State
AZ
Zip Code
85086
Email Address
kathyjadlos@yahoo.com
Phone Number
5037300295
Email not displaying correctly? View it in your browser.
1
Nicholas Schlimm (PND)
From:
Rachel Applegate (PND)
Sent:
Tuesday, May 6, 2025 11:56 AM
To:
Nicholas Schlimm (PND)
Cc:
Darren Gerard (PND)
Subject:
FW: Online Form Submittal: Comment on a Planning Case
From: noreply@civicplus.com <noreply@civicplus.com>
Sent: Tuesday, May 6, 2025 11:36 AM
To: Rachel Applegate (PND) <Rachel.Applegate@Maricopa.Gov>
Subject: Online Form Submittal: Comment on a Planning Case
Comment on a Planning Case Case Number & Project Name Z240027 Fry's Fuel Station Comment I oppose the change of use from drive-thru cafe/coffee shop to a Frys Fuel station. Ther e are several schools near by and the increased traffic could cause
ZjQcmQRYFpfptBannerStart
This Message Is From an External Sender
This message came from outside your organization. Please use caution when corresponding outside the county.
ZjQcmQRYFpfptBanner End
Comment on a Planning Case
Case Number & Project
Name
Z240027 Fry's Fuel Station
Comment
I oppose the change of use from drive-thru cafe/coffee shop to
a Frys Fuel station. There are several schools near by and the
increased traffic could cause problems. There are 2 Circle K
gas stations close by as well.
Name
Kathy R. Jadlos
Address
1732 W Maddock Rd
City
Phoenix
State
AZ
Zip Code
85086
Email Address
kathyjadlos@yahoo.com
Phone Number
5037300295
Email not displaying correctly? View it in your browser.