Extracted text (via pymupdf)
34202 characters
To:
Desiree Rudolph
Ultra Clean Intermediate LLC
From:
Jamie Blakeman, PE, PTOE
Job Number: 23.5480
RE:
Ultra Clean Express Car Wash
Traffic Statement
Date: April 14, 2023
INTRODUCTION
Lōkahi, LLC (Lōkahi) has prepared a Traffic Statement for the proposed Ultra Clean Express Car
Wash development, located at the northeast corner of Glendale Avenue and 83rd Avenue, in
Glendale, Arizona. See Figure 1 for the vicinity map.
The proposed Ultra Clean
Express Car Wash
development will be
comprised of a single
automated car wash
tunnel and 30 self-serve
vacuum stations. See
Attachment A and Figure
2 for the site plan.
The objective of this
Traffic Statement is to
analyze the proposed
development’s traffic
related impacts to the
adjacent roadway
network.
Figure 1 - Vicinity Map
04/14/23
2
Ultra Clean Intermediate LLC
Ultra Clean Express Car Wash
EXISTING CONDITIONS
The site consists of two (2) existing parcels, APN 142-27-008C and APN 142-27-008D. According
to Maricopa County Assessor, the two (2) parcels are zoned for General Commercial (C-2) uses.
According to the City of Glendale’s Code of Ordinances, the C-2 zoning is intended to
accommodate freestanding commercial uses and services that serve both neighborhood and
community needs. According to the site plan, the two (2) parcels occupy approximately 1.37-
gross acres. The site was formerly a convenience store and gasoline station is currently not
operational. See Attachment B for Maricopa County Assessor’s parcel information.
The proposed development is bordered by single family homes to the north and east.
Commercial uses occupy the northwest and southwest quadrants of the intersection of
Glendale Avenue and 83rd Avenue. The southeast quadrant of Glendale Avenue and 83rd
Avenue is currently vacant and undeveloped. The greater surrounding area is primarily
occupied by residential uses.
Arizona State Route Loop 101 (SR 101L) is located approximately 1.8 miles west of the study area
and U.S. Route 60 (Grand Avenue) is located approximately three (3) miles to the east. Glendale
Avenue provides access to SR 101L and Route 60. These routes provide local connectivity to
areas within and surrounding the City of Glendale and regional connectivity to the Phoenix
Metropolitan area.
Glendale Avenue is an east-west roadway that provides three (3) travel lanes for each direction
of travel with a center raised median. According to the Envision Glendale 2040 General Plan,
dated September 30, 2016, Glendale Avenue is classified as a major arterial. The City of
Glendale’s 2022 Average Annual Daily Traffic Map App reports an annual average daily traffic
(AADT) of 23,200 vehicles per day (vpd) and 23,900 vpd along Glendale Avenue, east and west
of 83rd Avenue, respectively. There is a posted speed limit of 40 miles-per-hour (mph).
83rd Avenue is a north-south roadway that, north of Glendale Avenue provides one (1) travel
lane for each direction of travel with a center two-way left turn lane. South of Glendale Avenue,
83rd Avenue generally provides two (2) travel lanes for each direction of travel, with a center
two-way left turn lane, within the study area. According to the Envision Glendale 2040 General
Plan, dated September 30, 2016, 83rd Avenue is classified as an arterial. The City of Glendale’s
2022 Average Annual Daily Traffic Map App reports an AADT along 83rd Avenue of 13,900 vpd and
16,600 vpd north and south of Glendale Avenue, respectively. There is a posted speed limit of
40 mph.
3
Ultra Clean Intermediate LLC
Ultra Clean Express Car Wash
PROPOSED
DEVELOPMENT
The proposed Ultra Clean
Express Car Wash
development will be
comprised of a single
automated car wash tunnel
and 30 self-serve vacuum
stations. Three (3) vehicular
lanes will be provided for
vehicles to queue prior to
entering the car wash
tunnel.
There are two (2) access
points to the proposed
development.
There is one (1) access point
located along 83rd Avenue, approximately 290-feet north of Glendale Avenue (centerline-to-
centerline). This is anticipated to be a full access point, allowing all movements into and out of
the site. According to the site plan, the east curb line along 83rd Avenue is anticipated to be
modified to provide a northbound right turn lane for this access.
Additionally, there is one (1) access point located along Glendale Avenue, approximately 265-
feet east of 83rd Avenue (centerline-to-centerline). This is anticipated to be a limited access
point, allowing right-in and right-out movements. According to the site plan, a westbound right
turn deceleration lane is anticipated to be provided at this driveway and extended the
intersection of 83rd Avenue.
As previously mentioned, the site is currently occupied by a convenience store and gas station.
Three (3) driveways were provided by the former use. Two (2) driveways were located along
83rd Avenue, approximately 115-feet and 200-feet north of Glendale Avenue. One (1) driveway
was located along Glendale Avenue, approximately 125-feet east of 83rd Avenue.
Therefore, the proposed Ultra Clean Express Car Wash is reducing the number of access points
and thereby decreasing the number of conflict points onto the public roadway network. Also,
the separation distance between the access points and the arterial-to-arterial intersection is
increased with the proposed development. These improvements increase safety in this area not
only for drivers, but also for pedestrians.
Figure 2 – Site Plan
4
Ultra Clean Intermediate LLC
Ultra Clean Express Car Wash
TRIP GENERATION
The trip generation for the proposed Ultra Clean Express Car Wash development was
calculated utilizing the Institute of Transportation Engineers (ITE) publication entitled Trip
Generation, 11th Edition. The ITE rates are based on studies that measure the trip generation
characteristics for various types of land uses. The rates are expressed in terms of trips per unit
of land use type. This publication is the standard for estimating trips in the transportation
engineering profession.
The proposed Ultra Clean Express Car Wash development will be comprised of a single
automated car wash tunnel and 30 self-serve vacuum stations.
ITE Land Use 948 – Automated Carwash is a facility that allows for the mechanical cleaning of
the exterior of vehicles. This most closely represents the proposed development. The data
provided in Land Use 948 is limited to PM peak hour trip rates and formulas. AM and weekday
trip rates and formulas are not provided for this land use.
ITE Land Use 949 – Car Wash and Detail Center, which is a similar land use, provides
percentages of daily traffic that occurs at 15-minute intervals throughout an average weekday.
Therefore, the calculated PM peak hour (using ITE Land Use 948) was correlated with the
highest hourly percent between 4:00 pm and 6:00 pm (using ITE Land Use 949). This calculation
along with the percentages for the AM and PM peak hour turning movement counts was used
to ultimately calculate the proposed development’s weekday and AM peak hour trips.
The trip generation for the proposed development is shown in Table 1. See Attachment C for
detailed trip generation calculations.
Table 1 – Trip Generation
The proposed development is anticipated to generate 897 weekday daily trips, with 49 trips
occurring during the AM peak hour and 78 trips during the PM peak hour.
Weekday
Total
Total
In
Out
Total
In
Out
948/949
1
Car Wash
Tunnels
897*
49*
25*
24*
78
39
39
*ITE Land Use 949 – Car Wash and Detail Center Percent of Daily Traffic data utilized to determine trips
Automated Car Wash
AM Peak Hour
PM Peak Hour
Land Use
ITE Code
Qty
Unit
5
Ultra Clean Intermediate LLC
Ultra Clean Express Car Wash
SUMMARY
The proposed Ultra Clean Express Car Wash development is located at the northeast corner of
Glendale Avenue and 83rd Avenue, in Glendale, Arizona, and will be comprised of a single
automated car wash tunnel and 30 self-serve vacuum stations.
There are two (2) access points to the proposed development. One (1) access point is located
along Glendale Avenue (right-in and right-out only) and one (1) access point is located along 83rd
Avenue (full access). According to the proposed site plan, right turn deceleration lanes are
provided at both driveways.
Compared to the previous land use at this location, the proposed Ultra Clean Express Car Wash
is reducing the number of access points and thereby decreasing the number of conflict points
onto the public roadway network. Also, the separation distance between the access points and
the arterial-to-arterial intersection is increased with the proposed development. These
improvements increase safety in this area not only for drivers, but also for pedestrians.
Trip Generation
The proposed Ultra Clean Express Car Wash development is anticipated to generate 897
weekday daily trips, with 49 trips occurring during the AM peak hour and 78 trips during the PM
peak hour.
Adjacent to the site, the City of Glendale’s 2022 Average Annual Daily Traffic Map App reports an
AADT of 23,200 vpd and 13,900 vpd along Glendale Avenue and along 83rd Avenue,
respectively. Assuming 50% of the site generated trips will utilize Glendale Avenue and the
remaining 50% will utilize 83rd Avenue to access the site, these roadways are anticipated to
increase by approximately 1.9% and 3.2% in average weekday trips, respectively.
In conclusion, the traffic generated by the proposed development is anticipated to result in
minimal traffic impacts to the existing roadway network and the surrounding area and
increase safety by reducing the number of conflict points and distancing them further from
the major signalized intersection.
A
Ultra Clean Intermediate LLC
Ultra Clean Express Car Wash
ATTACHMENT A – PROPOSED SITE PLAN
SD
SD
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
4
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for
CAR WASH - 83RD AVENUE AND GLENDALE
8250 WEST GLENDALE AVENUE GLENDALE, ARIZONA
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53640
JEFFREY P.
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22
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
12-07-2022
22.186
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
1
cover
PRELIMINARY IMPROVEMENT PLAN for
CAR WASH - 83RD AVENUE AND GLENDALE
8250 WEST GLENDALE AVENUE GLENDALE, ARIZONA
A PORTION SOUTHWEST QUARTER OF SECTION 2, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
OWNER/DEVELOPER
ULTRA CLEAN EXPRESS
840 NORTH ESTRELLA PARKWAY
GOODYEAR, ARIZONA 85338
PH: 623-466-8588
ATTN: DON HORNER
CIVIL ENGINEER
CYPRESS CIVIL DEVELOPMENT
4450 NORTH 12TH STREET, #228
PHOENIX, ARIZONA 85014
PH: 623-282-2498
ATTN: JEFF HUNT, PE
ARCHITECT
ARMET DAVIS NEWLOVE & ASSOCIATES
1330 OLYMPIC BOULEVARD
SANTA MONICA, CALIFORNIA 90404
PH: 310-452-5533
ATTN: PAUL DEPPE
SHEET INDEX
1. COVER SHEET
2. GRADING AND DRAINAGE PLAN
3. OFFSITE PAVEMENT MARKING
4. ONSITE UTILITY PLAN
UTILITIES
WATER:
CITY OF GLENDALE
SEWER:
CITY OF GLENDALE
ELECTRIC:
ARIZONA PUBLIC SERVICE
GAS:
SOUTHWEST GAS
TELEPHONE:
CENTURYLINK
CABLE:
COX COMMUNICATIONS
DRAINAGE STATEMENT
-SITE IS NOT IN A SPECIAL FLOOD HAZARD AREA
-OFFSITE FLOWS DO NOT AFFECT THIS SITE
-RETENTION PROVIDED IS 100-YEAR, 2-HOUR
-EXTREME STORM OUTFALLS THE SITE AT THE SOUTH DRIVEWAY AT THE ELEVATION
OF 1097.60.
FLOODPLAIN INFORMATION
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP PANEL NUMBER 04013C1715L, DATED OCTOBER 16, 2013
THE PARCEL IS LOCATED IN THE ZONE X (SHADED) AREA, WHICH IS DEFINED AS
AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD.
SURVEY NOTES
1. THE SURVEY FOR THIS PROJECT WAS PERFORMED BY:
RICK ENGINEERING COMPANY
22425 NORTH 16TH STREET, SUITE #1
PH: 480-922-0780
CONTACT: MICHAEL A. BANTA, R.L.S.
2. THE BASIS OF BEARINGS FOR THIS PROJECT THE SOUTH LINE OF THE SOUTHWEST
QUARTER OF SECTION 2 AS SHOWN IN BOOK 699, PAGE 26 MARICOPA COUNTY
RECORDS. SAID LINE BEARS NORTH 89 DEGREES 15 MINUTES 04 SECONDS WEST.
3. THE BASIS OF ELEVATION FOR THIS PROJECT IS THE FOUND 1 1/2" S.R.P. BRASS
CAP FLUSH IN POTHOLE (0.15' DOWN) STAMPED 3, 2, 10, 11, L.S. 15925 AT THE
INTERSECTION OF NORTH 83RD AVENUE AND WEST GLENDALE AVENUE.
ELEVATION = 1097.33 NAVD88.
PARCEL NO. 1:
THE WEST 200.00 FEET OF THE SOUTH 225.00 FEET OF THE SOUTHWEST QUARTER
OF SECTION 2, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER
BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA;
EXCEPT THE SOUTH 55.00 FEET; AND
EXCEPT THE WEST 40.00 FEET; AND
EXCEPT THAT PORTION DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT NORTH 55.00 FEET AND EAST 40.00 FEET FROM THE
SOUTHWEST CORNER OF SECTION 2, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE
GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA;
THENCE EAST 23.00 FEET;
THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 44.21 FEET TO A POINT 40.00 FEET EAST OF THE WEST LINE
AND 94.71 FEET NORTH OF THE SOUTH LINE OF SAID SECTION 2;
THENCE SOUTH 39.71 FEET TO THE POINT OF BEGINNING.
PARCEL NO. 2:
THE WEST 333 FEET OF THE SOUTH 333 FEET OF THE SOUTHWEST QUARTER OF
SECTION 2, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE
AND MERIDIAN, MARICOPA COUNTY, ARIZONA;
EXCEPT THE EAST 100 FEET OF THE NORTH 100 FEET THEREOF; AND
EXCEPT THE WEST 200 FEET OF THE SOUTH 225 FEET THEREOF.
LEGAL DESCRIPTION
PROJECT DESCRIPTION:
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW DRIVE-THRU CAR WASH
BUILDING WITH ALL REQUIRED GRADING & DRAINAGE, UTILITY AND PAVING
IMPROVEMENTS.
ADDRESS:
8250 WEST GLENDALE AVENUE
GLENDALE, ARIZONA 85303
APN: 142-27-008C
142-27-008D
ZONING: C-2
SITE AREA: 59,685 SF (1.37 AC)
PROJECT INFORMATION
DRYWELL CALCULATIONS
BENCHMARK
PROJECT RETENTION
REQUIRED RETENTION VOLUME (100-YEAR, 2-HOUR):
VOLUME [CF] = Cw x (P [IN] / 12) x AREA [SF]
SURFACE BASIN #1
REQUIRED:
Cw = (0.5x5,952) + (0.95x199) / 6,151 SF
Cw = 0.51
V = 0.51 x (2.30/12) x 6,151
V = 601 CF
PROVIDED:
630 CF VIA A NEW 6"-DEEP SURFACE RETENTION BASIN, WHICH SHALL DRAIN
VIA NATURAL PERCOLATION.
STORMTECH RETENTION CHAMBERS
REQUIRED:
Cw = (0.5x13,041) + (0.95x40,473) / 53,514 SF
Cw = 0.84
V = 0.84 x (2.30/12) x 53,514
V = 8,616 CF
PROVIDED:
8,670 CF VIA A NEW STORMTECH MC-3500 CHAMBER SYSTEM, WHICH SHALL
DRAIN VIA ONE NEW DRYWELL.
STORMTECH MC-3500 CHAMBER SYSTEM SPECIFICATIONS:
·
STORMTECH MC-3500 STORM WATER CHAMBERS
·
(48) STORMTECH MC-3500 CHAMBERS @ 175.0 CF PER CHAMBER =
8,400 CF
·
(6) STORMTECH MC-3500 END CAPS @ 45.1 CF PER END CAP = 270.6 CF
·
INSTALLED WITH 12" COVER STONE AND 9" BASE STONE. STONE SHALL
HAVE 40% VOID RATIO
THE BENCHMARK USED FOR THIS PLAN IS THE FOUND 1 1/2" S.R.P. BRASS CAP
FLUSH IN POTHOLE (0.15' DOWN) STAMPED 3, 2, 10, 11, L.S. 15925 AT THE
INTERSECTION OF NORTH 83RD AVENUE AND WEST GLENDALE AVENUE.
ELEVATION = 1097.33 NAVD88.
TOTAL RETAINED VOLUME = 8,670 CF
DRYWELL DISSIPATION RATE = 0.1 CFS
TIME [SEC] = VOLUME [CF] / RATE [CFS]
t = 8,670 CF / 0.1 CFS = 86,700 SEC = 24.1 HOURS
PROJECT OVERVIEW
LEGEND
(99.99P)
99.99P
ROADWAY CENTERLINE
NEW CONTOUR
EXISTING CONTOUR
SPOT ELEV. (NEW GRADE)
SPOT ELEV. (EXIST. GRADE)
NEW SEWER LINE
EXISTING SEWER LINE
NEW WATER LINE
EXISTING WATER LINE
NEW FIRE SERVICE
NEW STORM DRAIN PIPE
EXISTING STORM DRAIN PIPE
EXISTING GAS LINE
NEW CURB
EXISTING CURB
NEW PAINT STRIPE
NEW ASPHALT
NEW CONCRETE
EXISTING CONCRETE
NEW WALL
EXISTING WALL
EXISTING UNDERGROUND ELECTRIC
EXISTING COMMUNICATION LINE
EXISTING OVERHEAD ELECTRIC
EXISTING SEWER MANHOLE
NEW SEWER CLEANOUT
NEW WATER VALVE
EXISTING WATER VALVE
NEW WATER METER
NEW BACKFLOW PREVENTER
NEW FIRE HYDRANT
NEW FIRE BACKFLOW PREVENTER
EXISTING WATER MANHOLE
NEW DRYWELL
EXISTING GAS VALVE
NEW SIGN
EXISTING SIGN
NEW STREET LIGHT
EXISTING STREET LIGHT
EXISTING ELECTRICAL EQUIPMENT
SURVEY MONUMENT AS NOTED
W
BF
W
G
EE
RIGHT-OF-WAY
PAVEMENT (ASPHALT)
CONCRETE
TOP OF CURB
FINISHED GRADE
GRADE BREAK
FINISHED FLOOR ELEVATION
ROW
P
C
TC
FG
GB
FFE
GUTTER
G
EXISTING IRRIGATION LINE
EXISTING RIGHT-OF-WAY
PROJECT/NEW PROPERTY LINE
EXISTING PROPERTY LINE
PROJECT RIGHT-OF-WAY
BACK OF CURB
BC
BACK OF SIDEWALK
BSW
2321
MATCH EXISTING
ME
CO
GLENDALE AVENUE
83RD AVENUE
SCALE: 1"=60'
NEW
BUILDING
IN THE SW 1/4 OF THE SW 1/4 OF SECTION 2,
T. 2 N., R. 1 E., G.&S.R.M.,
CITY OF GLENDALE, MARICOPA COUNTY, ARIZONA
LOCATION MAP
NORTH
3" = 1 MILE
34 35
3 2
35 36
2 1
3
2
10 11
2 1
11 12
THIS
PROJECT
NORTHERN AVENUE
83RD AVENUE
GLENDALE AVENUE
75TH AVENUE
ORANGEWOOD AVENUE
EXISTING COMMUNICATION MANHOLE
C
SD
C
C
W
W
G
G
G
EE
EE
SD
DW
EE
CO
W
W
BF
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
4
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for
CAR WASH - 83RD AVENUE AND GLENDALE
8250 WEST GLENDALE AVENUE GLENDALE, ARIZONA
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53640
JEFFREY P.
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12
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22
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
12-07-2022
22.186
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
KEYNOTES
2
grading and drainage plan
ORANGEWOOD AVENUE
FOUND 3" CITY OF GLENDALE BRASS CAP IN HANDHOLE
WEST QUARTER CORNER OF SECTION 2, T2N, R1E
79TH AVENUE
GLENDALE AVENUE
83RD AVENUE
N 00°00'00" W 2619.59'
N 89°15'04" E 2625.48' (R&M) (BASIS OF BEARINGS)
N 89°39'58" E 2625.28' (R2)
S 00°24'42" E
70.00'
N 89°15'04" E
65.00'
FOUND 1-1/2" SRP BRASS CAP FLUSH
STAMPED 3, 2, 10, 11, L.S. 15925
SOUTHWEST CORNER OF SECTION 2, T2N, R1E
333.01'
2292.47'
333.00'
2286.59'
N 89°15'04" E 228.00'
S 00°24'42" E 178.00'
S 89°15'04" W 100.00'
N 00°24'42" E 100.00'
S 89°15'04" W 193.00'
S 00°24'42" E 130.29' (M)
S 45°34'49" E 56.40'
LOT 44
GLEN EDEN
APN: 142-27-137
BK. 374, PG. 41, M.C.R.
NOT A PART
TRACT A
FINAL PLAT OF GLEN EDEN
APN: 142-27-152
BK. 374, PG. 41, M.C.R.
FIRST EXCEPTION
PARCEL NO. 2
APN: 142-27-152
TRACT A
FINAL PLAT OF GLEN EDEN
BK 374, PG. 41, M.C.R.
NOT A PART
82ND DRIVE
20.9' SWR
16.0' WTR
70.0' HALF ROW
13.6' SWR
26.0' WTR
51.5' BC
64.5' BSW
65.0' HALF ROW
1.0' SD'
71.0' BSW
58.0' BC
49.5' FO
0'
20'
40'
10'
SCALE: 1"=20'
C.I. = 1 FOOT
0.7%
FOUND MARICOPA COUNTY ENGINEERING DEPARTMENT
BRASS CAP IN HANDHOLE, NO STAMPING
SOUTH QUARTER CORNER OF SECTION 2, T2N, R1E
1
EXISTING CURB AND GUTTER TO REMAIN.
2
EXISTING CONCRETE SIDEWALK TO REMAIN.
3
EXISTING SIGN STRUCTURE TO REMAIN.
4
EXISTING DRY WELL TO BE DECOMMISSIONED AND
REMOVED PER ADEQ "CLEAN CLOSURE APPLICATION".
5
REMOVE EXISTING CATCH BASIN AND EXTEND STORM
DRAIN LATERAL TO NEW CATCH BASIN / MANHOLE.
6
REMOVE EXISTING CATCH BASIN INSTALL NEW
MANHOLE.
7
NEW RIGHT TURN LANE PER CITY OF GLENDALE DETAIL
G-323 (ARTERIAL INTERSECTION A-4). OMIT SECOND
LEFT TURN LANE TO FIT 70' ROW.
8
NEW BUS TURN OUT / RIGHT TURN LANE PER CITY OF
GLENDALE DETAILS G-406 AND G-323 (ARTERIAL
INTERSECTION A-3).
9
NEW CONCRETE DRIVEWAY PER CITY OF GLENDALE
DETAIL G-456 AND G-458.
10
NEW ADA ACCESSIBLE RAMPS PER CITY OF GLENDALE
DETAIL G-345.
11
NEW CATCH BASIN PER CITY OF GLENDALE DETAIL
G-331.
12
NEW STORM DRAIN MANHOLE.
13
NEW ASPHALT PAVEMENT.
14
NEW CONCRETE PAVEMENT.
15
NEW CONCRETE VERTICAL CURB.
16
NEW CONCRETE VERTICAL CURB AND GUTTER.
17
NEW CONCRETE SIDEWALK.
18
NEW ACCESSIBLE RAMP.
19
NEW CURB OPENING AND CONCRETE GUTTER.
20
NEW TRASH ENCLOSURE AND CONCRETE APRON.
21
NEW STORM DRAIN INLET.
22
NEW STORM DRAIN PIPE.
23
NEW STORMTECH MC-3500 STORM WATER CHAMBERS.
TOTAL INSTALLED VOLUME = 8,670 CF.
24
NEW SINGLE-CHAMBER DRYWELL.
25
NEW 6" DEEP SELF-RETAINING LANDSCAPE AREA.
1
1
2
2
3
3
4
6
7
7
8
8
9
9
10
10
5
5
11
11
12
13
13
14
14
15
15
15
15
15
15
15
15
15
15
15
15
13
15
15
16
16
16
16
16
16
16
16
16
16
17
17
17
17
17
17
17
17
17
19
19
20
21
21
21
22
22
22
23
24
25
ME
(96.72P)
ME
(97.18P)
ME
(97.47P)
ME
(97.56P)
ME
(97.74P)
ME
(98.09P)
(98.27G)
(99.00G)
ME
(97.00P)
ME
(96.62P)
ME
(97.52P)
ME
(97.64P)
ME
(97.86P)
ME
(98.46P)
ME
(98.40P)
ME
(98.66P)
(98.52G)
(99.09P)
(98.73P)
(98.30P)
(97.76P)
(97.76P)
(97.44P)
(97.62P)
(98.26TC)
(97.78P)
(98.65TC)
(98.12P)
(98.65TC)
(98.09P)
(98.47TC)
(97.92P)
(99.10TC)
(98.57P)
(00.50FG)
(00.50FG)
(99.80FG)
(99.60FG)
(99.60FG)
(99.50FG)
(99.80FG)
(99.40FG)
(99.30FG)
(99.40FG)
96.45G
96.67G
97.10G
97.27G
ME
(98.08G)
97.20TC
96.70G
97.33G
97.45G
97.90G
99.13TC
98.63G
98.50C
98.58C
98.82C
98.90C
97.52C
97.60C
97.64C
97.74C
EXTREME STORM WATER
OUTFALL ELEV=1097.60
PROPOSED BUILDING
FFE=1099.70
99.20C
99.70TC
99.20C
99.03C
99.03C
97.40C
97.15C
97.65C
98.10RIM
97.35C
98.20G
98.70G
97.00RIM
98.00P
97.70P
97.40P
99.55TC
99.05P
99.55TC
99.05P
98.70G
98.00G
97.70P
98.45P
98.50P
98.25P
97.30RIM
98.10G
97.80G
97.90P
98.35P
97.35P
97.30P
98.00P
98.25P
98.50P
97.80P
98.50P
98.30P
LP
98.40G
98.50G
G.B.
G.B.
G.B.
G.B.
98.40P
98.95C
99.55C
G.B.
98.70P
98.65P
98.00P
98.30P
98.25P
98.70P
98.15P
97.55P
98.20P
97.55P
98.40P
98.10P
98.20P
98.40P
97.80G
G.B.
97.65P
1.1%
0.4%
2.0%
1.4%
1.1%
1.0%
1.0%
1.2%
1.0%
1.0%
1.0%
1.0%
1.5%
1.8%
98.00P
1.8%
2.0%
2.0%
1.4%
1.4%
1.0%
1.4%
1.0%
97.45P
97.75P
1.0%
1.5%
1.0%
0.4%
0.5%
1.5%
0.3%
1.0%
1.5%
2.9%
2.9%
98.40P
4.5%
1.5%
3.8%
99.15C
99.15C
G.B.
98.95P
3.1%
1.0%
2.9%
2.4%
0.7%
0.7%
3.5%
97.50C
97.40C
97.60C
97.50C
1.0%
98.90C
98.90C
2.9%
97.38G
0.3%
0.3%
0.3%
0.5%
1.0%
1.0%
4:1
1097
1097
1098
1099
1097
1097
1098
1099
1096.50
1096.50
1096.50
1096.50
18
NEW RETENTION BASIN #1
REQ VOL=601 CF
PROV VOL=630 CF
TOP ELEV=1097.00
BOT ELEV= 1096.50
100 YR HWE=1097.00
4:1 SLOPES
EE
EE
EE
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
4
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for
CAR WASH - 83RD AVENUE AND GLENDALE
8250 WEST GLENDALE AVENUE GLENDALE, ARIZONA
R
e
g
is
t
e
r
e
d
P
r
o
f
e
s
si
o
n
al
E
n
g
in
e
e
r
(
C
iv
i
l)
53640
JEFFREY P.
HUNT
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
.
.
A
R
I
Z
O
N
A
,
U
.
S
.
A
.
12
07
20
22
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
12-07-2022
22.186
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
3
offsite pavement marking
S 00°00'00" W 223.00'
0'
20'
40'
10'
SCALE: 1"=20'
EXISTING 4" BROKEN
WHITE LINE
EXISTING 4" BROKEN
WHITE LINE
EXISTING 8" SOLID
WHITE LINE
PROPOSED 8" SOLID
WHITE LINE
EXISTING 8" SOLID
WHITE LINE
PROPOSED RIGHT
TURN ARROW
EXISTING 4" BROKEN
WHITE LINE
PROPOSED 8"
SOLID WHITE
LINE
PROPOSED 8"
SOLID WHITE
LINE
EXISTING 4" DOUBLE
YELLOW LINE
EXISTING 8" SOLID
WHITE LINE
EXISTING 8" SOLID
WHITE LINE
EXISTING 4"
SOLID WHITE
LINE
EXISTING MEDIAN
TO REMAIN
16'
11.5'
11.5'
11.5'
11.5'±
212'
164'
12'
12'R
44'
ORANGEWOOD AVENUE
FOUND 3" CITY OF GLENDALE BRASS CAP IN HANDHOLE
WEST QUARTER CORNER OF SECTION 2, T2N, R1E
79TH AVENUE
GLENDALE AVENUE
83RD AVENUE
N 00°00'00" W 2619.59'
N 89°15'04" E 2625.48' (R&M) (BASIS OF BEARINGS)
N 89°39'58" E 2625.28' (R2)
FOUND 1-1/2" SRP BRASS CAP FLUSH
STAMPED 3, 2, 10, 11, L.S. 15925
SOUTHWEST CORNER OF SECTION 2, T2N, R1E
333.01'
2292.47'
333.00'
2286.59'
N 89°15'04" E 228.00'
S 00°24'42" E 178.00'
S 89°15'04" W 100.00'
N 00°24'42" E 100.00'
S 89°15'04" W 193.00'
S 45°34'49" E 56.40'
LOT 44
GLEN EDEN
APN: 142-27-137
BK. 374, PG. 41, M.C.R.
TRACT A
FINAL PLAT OF GLEN EDEN
APN: 142-27-152
BK. 374, PG. 41, M.C.R.
FIRST EXCEPTION
PARCEL NO. 2
APN: 142-27-152
TRACT A
FINAL PLAT OF GLEN EDEN
BK 374, PG. 41, M.C.R.
NOT A PART
82ND DRIVE
70.0' HALF ROW
65.0' HALF ROW
0'
20'
40'
10'
SCALE: 1"=20'
FOUND MARICOPA COUNTY ENGINEERING DEPARTMENT
BRASS CAP IN HANDHOLE, NO STAMPING
SOUTH QUARTER CORNER OF SECTION 2, T2N, R1E
88'
PROPOSED RIGHT
TURN ARROW
PROPOSED 8"
DOTTED
WHITE LINE
PROPOSED RIGHT
TURN ARROW
SD
C
C
W
W
G
G
G
W
EE
EE
SD
EE
CO
W
W
BF
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
4
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for
CAR WASH - 83RD AVENUE AND GLENDALE
8250 WEST GLENDALE AVENUE GLENDALE, ARIZONA
R
e
g
is
t
e
r
e
d
P
r
o
f
e
s
si
o
n
al
E
n
g
in
e
e
r
(
C
iv
i
l)
53640
JEFFREY P.
HUNT
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
.
.
A
R
I
Z
O
N
A
,
U
.
S
.
A
.
12
07
20
22
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
12-07-2022
22.186
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
4
onsite utility plan
ORANGEWOOD AVENUE
FOUND 3" CITY OF GLENDALE BRASS CAP IN HANDHOLE
WEST QUARTER CORNER OF SECTION 2, T2N, R1E
79TH AVENUE
GLENDALE AVENUE
83RD AVENUE
N 00°00'00" W 2619.59'
N 89°15'04" E 2625.48' (R&M) (BASIS OF BEARINGS)
N 89°39'58" E 2625.28' (R2)
S 00°24'42" E
70.00'
N 89°15'04" E
65.00'
FOUND 1-1/2" SRP BRASS CAP FLUSH
STAMPED 3, 2, 10, 11, L.S. 15925
SOUTHWEST CORNER OF SECTION 2, T2N, R1E
333.01'
2292.47'
333.00'
2286.59'
N 89°15'04" E 228.00'
S 00°24'42" E 178.00'
S 89°15'04" W 100.00'
N 00°24'42" E 100.00'
S 89°15'04" W 193.00'
S 00°24'42" E 130.29' (M)
S 45°34'49" E 56.40'
LOT 44
GLEN EDEN
APN: 142-27-137
BK. 374, PG. 41, M.C.R.
TRACT A
FINAL PLAT OF GLEN EDEN
APN: 142-27-152
BK. 374, PG. 41, M.C.R.
FIRST EXCEPTION
PARCEL NO. 2
APN: 142-27-152
TRACT A
FINAL PLAT OF GLEN EDEN
BK 374, PG. 41, M.C.R.
NOT A PART
82ND DRIVE
20.9' SWR
16.0' WTR
70.0' HALF ROW
13.6' SWR
26.0' WTR
51.5' BC
64.5' BSW
65.0' HALF ROW
1.0' SD'
71.0' BSW
58.0' BC
49.5' FO
0'
20'
40'
10'
SCALE: 1"=20'
FOUND MARICOPA COUNTY ENGINEERING DEPARTMENT
BRASS CAP IN HANDHOLE, NO STAMPING
SOUTH QUARTER CORNER OF SECTION 2, T2N, R1E
EXISTING 7' UNDERGROUND POWER EASEMENT
PER DOC. 1986-478982, M.C.R. TO BE RELEASED.
PRIVATE WATER KEYNOTES
1
EXISTING 1-1/2" SERVICE AND METER TO BE KILLED.
2
NEW 2" DOMESTIC WATER SERVICE AND METER.
3
NEW 1" LANDSCAPE WATER SERVICE AND METER.
4
NEW 2" DOMESTIC BACKFLOW PREVENTER.
5
NEW 1" LANDSCAPE BACKFLOW PREVENTER.
6
NEW DOMESTIC WATER LINE.
PRIVATE FIRE LINE KEYNOTES
1
TAP EXISTING 12" WATER MAIN FOR FIRE SERVICE.
2
NEW 6" BACKFLOW PREVENTER.
3
NEW 6" DIP FIRE LINE.
4
NEW FIRE HYDRANT ASSEMBLY.
PRIVATE SEWER KEYNOTES
1
EXISTING 6" PVC (SDR-35) SEWER SERVICE PER PLAN
#18908. CONNECT TO FOR SANITARY SEWER SERVICE.
2
NEW 6" PVC (SDR-35) SEWER LINE.
3
CONNECT TO BUILDING SANITARY SEWER.
EXISTING UNDERGROUND
ELECTRIC TO BE DEMOLISHED
EXISTING SEWER
MANHOLE
RIM: 1098.12
INV: 1082.72 (N/S)
INV: 1083.72 (E)
1
2
3
4
5
6
1
1
2
3
3
4
1
2
2
3
2
3
B
Ultra Clean Intermediate LLC
Ultra Clean Express Car Wash
ATTACHMENT B – MARICOPA COUNTY
ASSESSOR
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Ultra Clean Intermediate LLC
Ultra Clean Express Car Wash
ATTACHMENT C – TRIP GENERATION
Ultra Clean Express Car Wash
Completed:
GT
4/13/2023
Checked:
TG
4/13/2023
Trip Generation Calculations (11th Edition)
948
Automated Car Wash
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
948
1
Car Wash
Tunnels
N/A
N/A
N/A
N/A
N/A
N/A
77.50
50%
50%
N/A
N/A
N/A
N/A
N/A
N/A
78
39
39
Average
948
1
Car Wash
Tunnels
N/A
N/A
N/A
N/A
N/A
N/A
50.00
50%
50%
N/A
N/A
N/A
N/A
N/A
N/A
50
25
25
Minimum
948
1
Car Wash
Tunnels
N/A
N/A
N/A
N/A
N/A
N/A
104.50
50%
50%
N/A
N/A
N/A
N/A
N/A
N/A
105
53
52
Maximum
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
948
1
Car Wash
Tunnels
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
N/A
N/A
33.07
N/A
N/A
3
N/A
N/A
1
N/A
N/A
N/A
PM Time
AM Time
PM Time
4:00
7:00
4:00
4:15
7:15
4:15
4:30
7:30
4:30
4:45
7:45
4:45
5:00
8:00
5:00
5:15
8:15
5:15
5:30
8:30
5:30
5:45
8:45
5:45
8.7%
6.10%
Total
In
Out
Total
In
Out
Total
In
Out
897
449
448
49
25
24
78
39
39
Average
575
288
287
32
16
16
50
25
25
Minimum
1207
604
603
66
33
33
105
53
52
Maximum
Proposed Development
3.3
4.2
5.2
5.5
5.5
5.4
5.6
6.1
8.7
7.8
7.9
7.2
7.2
7.6
8.1
Unit
Weekday
AM Peak Hour
Automated Car Wash
Automated Car Wash
Land Use
ITE
Code
Automated Car Wash
Automated Car Wash
Land Use
ITE
Code
Qty
Weekday
AM Peak Hour
Automated Car Wash
PM Peak Hour
Percent of Daily Traffic During 60-
Minute Period Beginning at
Displayed Time
PM Peak Hour
8.6
Percent
8.7
8.1
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
7.8
7.9
7.2
Average Size
Qty
Unit
Standard Deviation
Number of Studies
Weekday
AM Peak Hour
R2
AM Peak Hour
MAX
MAX
ITE Land Use 949
Weekday
Percent
Percent
8.6
ITE Land Use 949
ITE Trip Generation Manual (11th Edition)
Appendix A
PM Peak Hour
ITE Land Use 949
7.2
7.6