Grading and Drainage and Utilities

PRELIMINARY GRADING AND DRAINAGE PLAN
GATEWAY CROSSING
MESA, ARIZONA
A PORTION OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 1 SOUTH, RANGE 7 EAST
OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
NORTH QUARTER CORNER OF REV.:
LEGEND SECTION 34, TOWNSHIP 1 SOUTH,
NORTHEAST CORNER OF SECTION 34,
RANGE 7 EAST FOUND 2" TOWNSHIP 1 SOUTH, RANGE 7 EAST
ALUMINUM CAP, DOWN 1.0', FOUND 3" MARICOPA COUNTY BRASS CAP
STAMPED "MARICOPA COUNTY T1S FLUSH AT THE INTERSECTION OF WILLIAMS ENGINEER APPLICANT
R7E S27 34 RLS 36536" DATED 2002 FIELD ROAD AND CRISMON ROAD 270
COLLIERS ENGINEERING & DESIGN VESTAR
STAMPED "MARICOPA COUNTY T1S R7E 602.368.2436
4742 NORTH 24TH STREET, SUITE 270 2415 EAST CAMELBACK ROAD, SUITE 100
S27 S26 S34 S35 RLS 36563" DATED 2002
PHOENIX, AZ 85016 PHOENIX, AZ 85016 Suite
85016
PH: (602) 490-0535 PH: (562) 420-5106
PARKING
CONTACT: NGUYEN LAM, PE CONTACT: RYAN ASH
Street, AZ F:
/ www.colliersengineering.com Formerly
BENCHMARK BASIS OF BEARING
24th PHOENIX,
STATE BENCHMARK IS A FOUND CONCRETE NAIL BASIS OF BEARING IS S00°41'42"E ALONG
W/ TAG, STAMPED "COM BM", LOCATED THE WEST LINE OF THE NORTHWEST N 602.490.0535
(UNSUBDIVIDED) ROAD AT THE NORTHEAST CORNER OF SIGNAL QUARTER OF SECTION 35, TOWNSHIP 1
PACIFIC PROVING LLC BUTTE ROAD & WARNER ROAD. CITY OF SOUTH, RANGE 7 EAST OF THE GILA AND 4742
DOC. NO. 2024-0209132 , MCR FIELD ROUTE
MESA BENCHMARK SALT RIVER MERIDIAN, MARICOPA COUNTY,
ELEVATION: 1453.68' ARIZONA. P:
24 DATUM: NVD88
WILLIAMS
SHEET INDEX
FLOOD ZONE DESIGNATION
PG01 PRELIMINARY GRADING & DRAINAGE - COVER SHEET Design
PG02 PRELIMINARY GRADING & DRAINAGE - GRADING SECTIONS Engineering
SLOPE PG03-PG05 PRELIMINARY GRADING & DRAINAGE - PLAN SHEET
&
FLOOD ZONE DESIGNATION
COMMUNITY DATE OF FIRM
PANEL NUMBER SUFFIX FIRM ZONE
NUMBER (INDEX DATE)
CROSSING
040037 2790 L 10/16/13 X
LEGACY SPORTS COMPLEX
PACIFIC PROVING LLC
DOC. NO. 2025-0159794 , MCR
DRAINAGE STATEMENT
KEY MAP
· SITE IS IN A SPECIAL FLOOD HAZARD (Y) (N)
· OFFSITE FLOWS AFFECT THIS SITE (Y) (N) N.T.S.
· RETENTION PROVIDED IS FOR THE 100YR,
contracted 2HR STORM.
24
· EVENT EXTREME STORM OUTFALL FOR THE
Design.
were SITE.
& ROUTE
services
Engineering
the
whom STATE
Colliers
for
of
party AND ARIZONA
consent
the
by
only written
ROAD
use MESA,
for express
the
authorized
without GATEWAY
is WILLIAMSFIELD
herein purpose
contained other
any
for
information upon
the relied
all or
and
distributed
drawing
This disclosed,
Reserved.
reused,
Rights
copied,
All 2026
INC. be 2063 NL
not Engineering Design ----
DESIGN, may JUN N.T.S. MC
& drawing & NO.:
DESIGNED: APPROVED:
DRAWN:
ENGINEERING This PROJ DATE: SCALE:
Contact Arizona 811 at least two full
certified. working days before you begin excavation DWG. NO.
COLLIERS is ______
it
whom PG01
2026.
to CALL 811 or click Arizona811.COM PMT
© or SHT. 1 OF 5
U:\2000\2063\ENGR\PLANS\PRELIMINARY\PRELIMINARY GRADING\2063-LS-PG01.dwg 6/10/2026 1:09 PM

ABBREVIATIONS LEGAL DESCRIPTION
ABC AGGREGATE BASE COURSE A portion of the North Half of Section 34, Township 1 South, Range 7 East
AC ASPHALTIC CEMENT OR CONCRETE of the Gila and Salt River Meridian, Maricopa County, Arizona, being more
ADEQ ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY particularly described as follows:
AHD AHEAD SEWER STATION COMMENCING at a found 3 inch Maricopa County brass cap flush
AP ANGLE POINT accepted as the Northeast corner of said Section 34 from which a found 2
BC BACK OF CURB inch Maricopa County aluminum cap accepted as the East Quarter corner
thereof bears
BK BACK SEWER STATION
South 00°41'42” East, 2631.77 feet;
BT BOTTOM OF PIPE
Thence, South 00°41'42” East, 1253.12 feet along the east line of the
BOT BOTTOM OF BASIN
Northeast Quarter of said Section 34;
BSW BOTTOM OF SCOUR WALL
Thence leaving said east line, South 89°18'18” West, 930.71 feet to the
BVCE BEGIN VERTICAL CURVE ELEVATION
southerly Right of Way line of State Route 24 recorded in Document No.
BVCS BEGIN VERTICAL CURVE STATION 2021-10999259, Maricopa County Records, being the POINT OF
BRW BOTTOM OF RETAINING WALL BEGINNING;
BW BOTTOM OF WALL AT FINISH GRADE Thence leaving said southerly line, South 38°50'45" West, 74.37 feet;
C CONCRETE Thence South 51°14'30” East, 169.96 feet; REV.:
COM CITY OF MESA Thence South 00°19'15” East, 488.30 feet;
C/L or CL CENTERLINE Thence South 89°58'06” West, 1097.73 feet;
CB CATCH BASIN Thence North 00°00'52” West, 314.76 feet;
CF CUBIC FEET Thence South 89°50'37" West, 811.66 feet;
CR CURB RETURN Thence North 00°00'00" West, 140.68 feet to the beginning of a tangent 270
DE DRAINAGE EASEMENT curve concave westerly, having a radius of 400.00 feet; 602.368.2436
DG DECOMPOSED GRANITE Thence northerly along said curve, through a central angle of 11°22'52", Suite
85016
DIA DIAMETER an arc length of 79.46 feet to a non-tangent line;
DIP DUCTILE IRON PIPE Thence North 11°25'23" West, 204.08 feet; Street, AZ F:
Thence North 11°30'26" West, 21.17 feet to the southerly Right Of Way line / www.colliersengineering.com Formerly
DTL DETAIL
of Williams Field Road as recorded in Document No. 2021-0697909,
E EAST OR EASTING
Maricopa County Records being a non-tangent curve, concave 24th PHOENIX,
EA EACH
northwesterly, having a radius of 1220.00 feet, the center of which bears
EP EDGE OF PAVEMENT N 602.490.0535
North 11°44'17" West;
ESMT EASEMENT Thence northeasterly along said curve, through a central angle of 4742
EVCE END VERTICAL CURVE ELEVATION 15°59'03", an arc length of 340.35 feet to a non-tangent line;
EVCS END VERTICAL CURVE STATION Thence the following six (6) courses along said southerly Right of Way line; P:
FF FINISH FLOOR Thence South 27°43'20" East, 10.00 feet;
FG FINISH GRADE Thence North 62°16'40" East, 143.03 feet;
FM S FORCE MAIN SEWER Thence South 73°28'36" East, 21.50 feet;
FP FINISH PAD Thence North 62°16'40" East, 50.58 feet;
FT FOOT OR FEET Thence North 15°52'02" East, 31.70 feet; Design
Engineering
G GUTTER Thence North 62°23'53" East, 2.93 feet to the southerly Right of Way line
GB GRADE BREAK of State Route 24 as recorded in Document No. 2021-1099259, Maricopa
HDPE HIGH DENSITY POLYETHYLENE County Records;
HGL HYDRAULIC GRADE LINE Thence the following seven (7) courses along said southerly Right of Way &
HORIZ HORIZONTAL line;
Thence South 28°54'47" East, 0.07 feet;
HP HIGH POINT
Thence North 62°24'04" East, 333.41 feet;
HWE HIGH WATER ELEVATION
Thence North 67°38'39" East, 120.37 feet;
INV INVERT OR INVERSE
Thence North 62°24'04" East, 234.18 feet;
L.F. LINEAR FEET
Thence North 89°16'24" East, 48.82 feet;
L.P. LOW POINT
Thence South 42°18'10" East, 407.82 feet;
LS LANDSCAPE Thence South 51°09'41" East, 524.40 feet to the POINT OF BEGINNING.
LT or L LEFT The above described parcel contains a computed area of 1,601,864 sq. ft.
MAG MARICOPA ASSOCIATION OF GOVERNMENTS (36.7737 acres) more or less and being subject to any easements,
MH MANHOLE restrictions, rights-of-way of record or otherwise.
ML or M/L MONUMENT LINE The description shown hereon is not to be used to violate any subdivision
MIN MINIMUM regulation of the state, county and/or municipality or any land division
MUTE MULTI-USE TRAIL EASEMENT restrictions.
N NORTH OR NORTHING
NTS NOT TO SCALE
P PAVEMENT
CROSSING
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PH PHASE
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENCY
PUFE PUBLIC UTILITY AND FACILITY EASEMENT
PVC POLYVINYL CHLORIDE
PVCC POINT OF VERTICAL COMPOUND CURVE
contracted PVI POINT OF VERTICAL INTERSECTION
24
R/W RIGHT OF WAY
Design.
were RGRCP RUBBER GASKET REINFORCED CONCRETE PIPE
& RT or R RIGHT ROUTE
services
Engineering RW RECLAIMED WATER
the S SOUTH, SLOPE OR SEWER LINE
whom SW SIDEWALK STATE
Colliers
for SD STORM DRAIN
party of SDMH STORM DRAIN MANHOLE ARIZONA
consent SEC SECTION AND
the
by SHT SHEET
only written SPEC SPECIFICATIONS ROAD
use STA STATION MESA,
for express STD STANDARD
the SWE SIDEWALK EASEMENT
authorized
without TC TOP OF CURB GATEWAY
is TRANS TRANSMISSION OR TRANSITION WILLIAMSFIELD
herein purpose TF TOP OF FOOTING
TG TOP OF GRATE
contained other TL TRUE LENGTH
any TP TOP OF PIPE
for TRW TOP OF RETAINING WALL
information upon TS TRUE SLOPE
relied TSW TOP OF SCOUR WALL
the
all or TW TOP OF WALL
and TYP TYPICAL
distributed VC VERTICAL CURVE
drawing
VERT VERTICAL
This disclosed, VG VALLEY GUTTER
VNAE VEHICULAR NON ACCESS EASEMENT
Reserved. VP VOLUME PROVIDED
reused,
VR VOLUME REQUIRED
Rights
copied, W WEST OR WATER LINE
All WSE WATER SURFACE ELEVATION 2026 SHOWN
INC. be 2063 NL
not WL WATERLINE Engineering ----
Design
DESIGN, may JUN AS MC
& drawing & NO.:
DESIGNED: APPROVED:
DRAWN:
ENGINEERING This PROJ DATE: SCALE:
certified.
DWG. NO.
COLLIERS is ______
it
whom PG02
2026.
to PMT
© or SHT. 2 OF 5
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C2 400.00' 11°22'52" 79.46'
C3 1220.00' 15°59'03" 340.35'
34+00
L11 N11°30'26"W 21.17'
L13 S27°43'20"E 10.00' REV.:
SECTION LINE MATCHLINE
L14 N62°16'40"E 50.58' 61.5' 11.5'
1395
8.5' 33+00
L15 S73°28'36"E 21.50' BC BC
BC
270
L16 N62°23'53"E 2.93' PI 602.368.2436
STA:31+66.87
L17 N15°52'02"E 31.70' Suite
32+00 TC=95.42 P=94.32 85016
63.5' G=95.09 SEE
L18 N62°16'40"E 143.03' A
BC Street, AZ F:
PG02 / www.colliersengineering.com Formerly
L19 N00°00'52"W 314.76' PT 120"CMP
STA:30+13.62 11.5' 65' 51.5'
L20 S28°54'47"E 0.07' 12"W TC=95.12 PG05 24th PHOENIX,
BC R/W BC 31+00 G=94.79
N 602.490.0535
L21 N62°24'04"E 333.41' GR=93.63
P=93.91
P=94.55 4742
1394
61.5' TC=94.46 UG SYSTEM-3 P:
30+00 8.5' 75' G=94.13 P=93.87
BC VREQ= 18,943 CF
BC R/W HOTEL 1 VPVD= 23,562 CF
B
PG02
Design
29+00 Engineering
ROAD
TC=93.96 P=93.67
65' FIELD G=93.63 BC
7.5' 47.5' TC=93.88 P=94.00 68.5' BC
BC R/W 28+00 G=93.55 TO P=94.22 &
BC WILLIAMS 1393 P=93.58 P=93.32
P=93.77 120"CMP
27+00 P=93.10 P=93.56 P=93.62
TC=93.17 P=94.46 P=94.27 P=94.37
26+00 47.5' 65' G=92.84 P=93.98 D
10"S
25+00 7.5' R/W 12"W PG02
TC=92.76 BC P=94.45
BC P=92.86 P=93.53 WATER 12"W GR=94.39
G=92.42 20' EASEMENT P=93.04 P=93.69 8"S
1392
P2 SLOPE P=93.28 P=92.90 P=94.02 18"SD
UG SYSTEM-4
VREQ= 11,616 CF P=92.63 P=93.08 P=93.73
P=91.69 P=91.68 P=92.85 VPVD= 17,279 CF P=93.02 P=94.22
P=92.38
BC 18"SD P=92.69 P=93.70
P=92.59 P=92.48 50' BC 31'
12"W TO TO
8"S P=91.49 P=91.98 P=92.51 P=91.78 P=92.66 BC BC P=93.54
P=93.08
P=92.06 GR=90.69 P=91.09 SEWER 20' P=92.45 P=92.54
1393 P=92.58 P=92.22 P=92.23 CROSSING
P=92.88 P=92.73 120"CMP P=90.60 WATER P=93.29
P=90.93 P=91.53 P=92.25 P=92.32 8"S P=93.62
P=90.19 EASEMENT &
1392
P=92.26 P=91.31 P=90.81 12"W P=91.99 18"SD 12"W
120"CMP 120"CMP P=92.88 P=93.85
P=90.40 P=90.81 120"CMP P=91.36 8"S P=92.36
P1 GR=89.59 P=91.32
P=90.81 P=91.67 P=91.74 P=92.66
120"CMP UG SYSTEM-5 P=91.94 PG04
P=91.30
VREQ= 8,696 CF P=90.82 18"SD P=91.34 P=93.80
P=91.30 VPVD= 12,566 CF P=92.01 P=92.74
contracted P=91.37 P=91.50 24
P=90.10 P=90.83 P=91.41 P=91.75 P=92.35
Design. & P=92.25 P=90.33 18"SD
were 20' WATER P=90.75 UG SYSTEM-6 SEE
& EASEMENT 12"W P=91.50 P=90.45 18"SD P=91.18 VREQ= 36,979 CF ROUTE
services SEWER 8"S 12"W 8"S P=90.51 P=91.44 VPVD= 37,699 CF P=93.37
Engineering BC BC 12"W P=90.32 P=90.40 GR=91.25
the 18"SD P=91.75
31' TO 8"S P=90.87 GR=91.94 SHOPS B
whom STATE
Colliers P=90.35 P=91.42
for P=90.25
of P=90.32 P=90.12 120"CMP P=92.24 P=93.42
party P=90.02 P=92.62 AND ARIZONA
the consent 120"CMP MATCHLINE
P=89.72 P=91.74
by
only written P=89.81 P=90.23 P=89.40 P=89.62 P=89.34 P=91.85 P=92.09 P=92.84 ROAD
use GR=88.90 P=89.85 MESA,
for express 12"W UG SYSTEM-7 18"SD
8"S P=92.92 P=93.82
the P=89.83 VREQ= 16,933 CF 12"W
authorized VPVD= 23,562 CF GR=89.26
without GATEWAY
is P=90.80 P=93.32
P=89.47 P=93.61 WILLIAMSFIELD
herein purpose P=89.68 P=89.74 P=89.54
1390 P=89.76 P=93.02 P=93.32 P=93.32
contained other 1389
1388 18"SD C=92.52
any 1387 P=90.07 1393
for SHOPS A
information upon P=90.26
C=92.31
the relied P=90.04 P=90.06 1391
all or 1392
1390
and 48"SD P=90.15 P=90.16 P=90.12
distributed PG05 P=90.99 P=90.72 1393
P=90.38 P=90.01
drawing 48"SD 48"SD
12" SD 48"SD
This disclosed,
48"SD
Reserved. GR=90.54 18"SD GR=89.92 DRAINAGE 18"SD GR=89.41 GR=90.25
reused, PUMP SYSTEM GR=89.25
DRAIN
GR=89.40 1390
Rights
copied, PG03
All EASEMENT 2026
INC. be C STORM 2063 50' NL
not PG02 Engineering Design = ----
DESIGN, may PG04 1391 JUN MC
16' 1"
& drawing & NO.:
DESIGNED: APPROVED:
DRAWN:
ENGINEERING This 1392 PROJ DATE: SCALE:
KEY MAP
certified.
DWG. NO.
is N.T.S. 50 0 50 100
COLLIERS it ______
PG03
whom
2026. SCALE: 1" = 50' PMT
to
© or SHT. 3 OF 5
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PG05
L2 S38°50'45"W 74.37'
PG03
UG SYSTEM-3 STATE
VREQ= 19,713 CF
VPVD= 23,535 CF MATCHLINE SEE GD05
PG04
ROUTE
P=96.14 P=96.37 P=96.94 REV.:
P=94.83 24
P=94.64
P=94.31 KEY MAP
ON-RAMP
P=94.68 P=95.02 P=97.61 P=97.43 P=97.08 P=97.99 N.T.S.
12"W 12"W 270
8"S P=96.83 602.368.2436
18"SD P=95.90 P=97.13 P=97.53 P=96.93 Suite
P=97.06 P=97.60 85016
12"W P=94.70
8"S P=94.27 P=94.95 P=95.70 P=96.38 P=97.41 P=97.19 P=96.99 P=96.64 P=97.52 F:
P=94.27 P=96.29 P=97.05 Street, AZ
/ www.colliersengineering.com Formerly
P=94.60 P=95.45 P=97.05 P=96.86 P=96.63 P=97.47
P=94.82 P=96.68 P=96.81 P=96.59 P=96.38 P=96.40 P=96.71 24th PHOENIX,
P=98.11
P=95.31 N 602.490.0535
P=94.03 P=96.92 P=96.52 P=96.30 P=96.13 P=96.87
P=95.84 P=96.81 P=96.74 P=97.56 4742
P=95.96
P=93.78 P=94.34 P=96.32 P=96.17 P:
P=93.63 P=96.08
P=94.04 P=95.28 1398
P=95.92
P=95.46
P=94.57 P=96.04 P=95.59 P=95.37 Design
P=95.75 P=96.05 P=98.44 Engineering
P=93.23 P=95.69 P=95.81 1397
P=95.95 P=97.33 P=97.43
P=93.13 P=95.53
GR=92.72 P=94.34 GR=94.90 P=95.26 P=95.45 1396 P=97.26 &
GD03
P=95.52 P=96.13
P=96.11 P=95.78 P=95.27
P=94.34 P=95.63
P=92.94 P=95.77 18"SD P=95.40 P=98.88
SEE P=95.89 1396
P=92.89 P=95.91
P=96.03 P=96.06 P=95.92
P=96.18
P=93.42 P=95.14
P=96.65 GR=96.25 18"SD
P=94.35 P=96.75 P=96.63 P=96.44 GR=96.33
18"SD
P=92.72 P=96.09 P=96.60 P=96.45 18"SD
P=96.93 P=96.91 P=96.76 P=96.82 1397
MATCHLINE P=92.68 P=96.27 P=97.08 P=97.20 P=97.19 P=97.06 P=96.00
P=96.94
P=94.38 P=97.38
P=97.24 P=97.33 P=97.28 P=96.74
P=97.50
P=93.29 P=95.34 P=97.35
P=97.82
P=92.50 P=96.41
CROSSING
P=92.40 P=96.60 P=97.85
P=92.48 P=94.51 P=96.53 P=96.00
P=97.31 1394
P=92.45 P=96.60 1397
1393
P=92.26 1396
1392 1399
P=91.95 P=96.92
1395
1391 1398
contracted P=94.53
24
P=97.83 P=97.89
Design.
were
& 18"SD GR=97.21 ROUTE
services GR=91.98
P=92.15 P=96.00
Engineering
the ANCHOR 1
whom STATE
Colliers
for P=94.97
of
party RB-1A & RB-1B AND ARIZONA
consent P=92.58 P=97.07 P=96.00
the VREQ= 138,609 CF
by VPVD= 167,522 CF
only written P=96.01
ROAD
use MESA,
for express
P=95.44 P=97.60
the
authorized P=93.46 P=97.29
without GATEWAY
is P=93.54 18"SD WILLIAMSFIELD
herein purpose
1397
contained other 24"SD
any P=95.90
for P=94.24 P=97.51
information upon 1397
the relied
all or
and
distributed P=96.14
drawing P=95.31 P=97.33 P=97.00
This P=97.07 P=97.00
disclosed, P=95.04
Reserved. P=96.05 P=96.38 P=96.95 P=97.17
reused,
Rights
copied,
All 2026
INC. be 12"SD 2063 50' NL
not Engineering Design = ----
DESIGN, may JUN MC
1"
& drawing & NO.:
DESIGNED: APPROVED:
DRAWN:
ENGINEERING This PROJ DATE: SCALE:
certified.
DWG. NO.
is 50 0 50 100
COLLIERS it ______
PG04
whom
2026. SCALE: 1" = 50' PMT
to
© or SHT. 4 OF 5
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L4 S51°09'41"E 524.40'
L5 N62°24'04"E 333.41'
L6 N89°16'24"E 48.82'
L7 N62°24'04"E 234.18'
L8 N67°38'39"E 120.37'
41+00
REV.:
40+00
270
602.368.2436
Suite
85016
39+00 Street, AZ F:
/ www.colliersengineering.com Formerly
24th PHOENIX,
ROAD N 602.490.0535
38+00
4742
FIELD
P:
WILLIAMS
37+00
Design
Engineering
36+00
0' 65.00' P=95.58 &
STATE
79.41' P=95.45
ROW
35+00 P=95.30 ROW
ROUTE
(VARIES) P=95.40 P=94.83
120"CMP 24
MATCHLINE 500.00' P=95.01
P=95.39
P=94.67
ON-RAMP
P=94.87 P=95.12
GR=94.38
P=95.67 GR=94.32
P=94.88
SEE P=95.55
P=94.93
P=94.59 P=94.57 P=94.74 HOTEL 1
CROSSING
120"CMP
GD03 P=95.57 P=94.89
P=94.51 120"CMP
P=95.87
P=94.49 P=94.99 P=95.89
P=95.63 UG SYSTEM-2
P=94.98 VREQ= 27,214 CF P=95.15
P=95.00 VPVD= 35,343 CF P=95.80
P=95.06 P=95.38
HOTEL 2
P=95.04 P=95.86
contracted P=95.93 P=95.81
P=95.46 24
P=94.78 P=94.87 P=95.77
were Design. P=95.38 P=95.59 P=95.84
UG SYSTEM-3
& VREQ= 18,943 CF P=94.79 ROUTE
services VPVD= 23,562 CF P=95.49
the Engineering P=94.66 P=94.65 P=96.30 P=96.13
whom P=95.23 STATE
Colliers GR=93.88
for of MATCHLINE SEE GD04
party AND ARIZONA
consent
the
by
only written
ROAD
use MESA,
for express
the
authorized
without GATEWAY
is WILLIAMSFIELD
herein purpose
contained other
any
for
information upon
the relied
all or
and
distributed PG05
drawing
This disclosed,
Reserved.
reused,
Rights
copied, PG03
All 2026
INC. be 2063 50' NL
not Engineering Design = ----
DESIGN, may PG04 JUN MC
1"
& drawing & NO.:
DESIGNED: APPROVED:
ENGINEERING This PROJ DATE: SCALE: DRAWN:
KEY MAP
certified.
N.T.S. 50 0 50 100 DWG. NO.
COLLIERS is it ______
PG05
whom
2026. SCALE: 1" = 50' PMT
to
© or SHT. 5 OF 5
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ABBREVIATIONS
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CEMENT OR CONCRETE PRELIMINARY MASTER UTILITY PLAN
ADEQ ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY
AHD AHEAD SEWER STATION
AP ANGLE POINT GATEWAY CROSSING
BC BACK OF CURB
BK BACK SEWER STATION MESA, ARIZONA
BT BOTTOM OF PIPE
BOT BOTTOM OF BASIN A PORTION OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 1 SOUTH, RANGE 7 EAST
BSW BOTTOM OF SCOUR WALL OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
BRW BOTTOM OF RETAINING WALL
BW BOTTOM OF WALL AT FINISH GRADE
C CONCRETE NORTH QUARTER CORNER OF REV.:
COM CITY OF MESA SECTION 34, TOWNSHIP 1 SOUTH, NORTHEAST CORNER OF SECTION 34,
C/L or CL CENTERLINE RANGE 7 EAST FOUND 2" TOWNSHIP 1 SOUTH, RANGE 7 EAST
CB CATCH BASIN ALUMINUM CAP, DOWN 1.0', FOUND 3" MARICOPA COUNTY BRASS CAP
STAMPED "MARICOPA COUNTY T1S FLUSH AT THE INTERSECTION OF WILLIAMS ENGINEER APPLICANT
CF CUBIC FEET R7E S27 34 RLS 36536" DATED 2002
FIELD ROAD AND CRISMON ROAD COLLIERS ENGINEERING & DESIGN VESTAR 270
CR CURB RETURN STAMPED "MARICOPA COUNTY T1S R7E 602.368.2436
DE DRAINAGE EASEMENT S27 S26 S34 S35 RLS 36563" DATED 2002 4742 NORTH 24TH STREET, SUITE 270 2415 EAST CAMELBACK ROAD, SUITE 100
PHOENIX, AZ 85016 PHOENIX, AZ 85016 Suite
DG DECOMPOSED GRANITE 85016
PH: (602) 490-0535 PH: (562) 420-5106
DIA DIAMETER PARKING
CONTACT: NGUYEN LAM, PE CONTACT: RYAN ASH
DIP DUCTILE IRON PIPE Street, AZ F:
DTL DETAIL / www.colliersengineering.com Formerly
E EAST OR EASTING BENCHMARK BASIS OF BEARING
24th PHOENIX,
EA EACH STATE BENCHMARK IS A FOUND CONCRETE NAIL BASIS OF BEARING IS S00°41'42"E ALONG
EP EDGE OF PAVEMENT W/ TAG, STAMPED "COM BM", LOCATED THE WEST LINE OF THE NORTHWEST N 602.490.0535
ESMT EASEMENT (UNSUBDIVIDED) ROAD AT THE NORTHEAST CORNER OF SIGNAL QUARTER OF SECTION 35, TOWNSHIP 1
EVCE END VERTICAL CURVE ELEVATION PACIFIC PROVING LLC BUTTE ROAD & WARNER ROAD. CITY OF SOUTH, RANGE 7 EAST OF THE GILA AND 4742
DOC. NO. 2024-0209132 , MCR FIELD ROUTE
EVCS END VERTICAL CURVE STATION MESA BENCHMARK SALT RIVER MERIDIAN, MARICOPA COUNTY,
ELEVATION: 1453.68' ARIZONA. P:
FF FINISH FLOOR
24 DATUM: NVD88
FG FINISH GRADE WILLIAMS
FM S FORCE MAIN SEWER SHEET INDEX
FP FINISH PAD
FT FOOT OR FEET PU01 PRELIMINARY MASTER UTILITY PLAN - COVER SHEET Design
G GUTTER PU02 PRELIMINARY MASTER UTILITY PLAN - PLAN SHEET Engineering
SLOPE
GB GRADE BREAK
HDPE HIGH DENSITY POLYETHYLENE
HGL HYDRAULIC GRADE LINE WATER/SEWER LEGEND &
HORIZ HORIZONTAL
RIGHT OF WAY
HP HIGH POINT
HWE HIGH WATER ELEVATION CENTERLINE
INV INVERT OR INVERSE
VERTICAL CURB & GUTTER
L.F. LINEAR FEET
L.P. LOW POINT 6" SINGLE CURB
LS LANDSCAPE
LT or L LEFT ROLL CURB
MAG MARICOPA ASSOCIATION OF GOVERNMENTS
PUE/SW ESMT.
MH MANHOLE
ML or M/L MONUMENT LINE 8"W WATERLINE
MIN MINIMUM
MUTE MULTI-USE TRAIL EASEMENT 8"S SEWERLINE
N NORTH OR NORTHING
NTS NOT TO SCALE EXISTING WATERLINE
P PAVEMENT EXISTING SEWERLINE CROSSING
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE STORM DRAIN PIPE
PH PHASE LEGACY SPORTS COMPLEX 2" TAPPED CAP
PI POINT OF INTERSECTION PACIFIC PROVING LLC
PRC POINT OF REVERSE CURVE DOC. NO. 2025-0159794 , MCR WATER CONSTRUCTION NOTE
PT POINT OF TANGENCY
KEY MAP SEWER CONSTRUCTION NOTE
PUFE PUBLIC UTILITY AND FACILITY EASEMENT
PVC POLYVINYL CHLORIDE N.T.S. BENDS
PVCC POINT OF VERTICAL COMPOUND CURVE
contracted PVI POINT OF VERTICAL INTERSECTION FIRE HYDRANT 24
R/W RIGHT OF WAY
were Design. RGRCP RUBBER GASKET REINFORCED CONCRETE PIPE VALVE
& RT or R RIGHT ROUTE
services
Engineering RW RECLAIMED WATER PROPOSED AIR VALVE
the S SOUTH, SLOPE OR SEWER LINE
PROPOSED LANDSCAPE METER
whom SW SIDEWALK STATE
Colliers
for SD STORM DRAIN PROPOSED METER
party of SDMH STORM DRAIN MANHOLE ARIZONA
consent SEC SECTION REDUCER AND
the
by SHT SHEET
only written SPEC SPECIFICATIONS TEE
ROAD
use STA STATION MESA,
for express MANHOLE
STD STANDARD
the SWE SIDEWALK EASEMENT
authorized SEWER SERVICE
without TC TOP OF CURB GATEWAY
is TRANS TRANSMISSION OR TRANSITION WILLIAMSFIELD
herein purpose TF TOP OF FOOTING SAWCUT REMOVE/REPLACE
TG TOP OF GRATE
contained other TL TRUE LENGTH
any TP TOP OF PIPE
for TRW TOP OF RETAINING WALL
information upon TS TRUE SLOPE
relied TSW TOP OF SCOUR WALL
the
all or TW TOP OF WALL
and TYP TYPICAL
distributed VC VERTICAL CURVE
drawing
VERT VERTICAL
This disclosed, VG VALLEY GUTTER
VNAE VEHICULAR NON ACCESS EASEMENT
Reserved. VP VOLUME PROVIDED
reused,
VR VOLUME REQUIRED
Rights
copied, W WEST OR WATER LINE 2026
All WSE WATER SURFACE ELEVATION 2063
INC. be NL
not WL WATERLINE Engineering Design ----
DESIGN, may AUG N.T.S. MC
& drawing & NO.:
DESIGNED: APPROVED:
ENGINEERING This PROJ DATE: SCALE: DRAWN:
certified. Contact Arizona 811 at least two full
working days before you begin excavation DWG. NO.
COLLIERS is it ______
whom PU01
2025.
to CALL 811 or click Arizona811.COM PMT
© or SHT. 1 OF 2
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40+0
39+00
38+00
37+00
36+00
REV.:
35+00
WF STUB-2 120"CMP
INV:1375.36 15" SE 34+00
270
WF MH-11 WF MH-13 602.368.2436
INV:1375.95 15" SW
RIM:1391.41 Suite
INV:1374.68 15" W INV:1375.26 15" NW 47 LF 33+00 85016
INV:1376.03 8" S S=0.22%
INV:1374.78 15" E Street, AZ F:
251 LF 15"S / www.colliersengineering.com Formerly
32+00 120"
S=0.22%
WF MH-12 120"CMP CMP 24th PHOENIX,
INV:1375.30 15" W PT
INV:1375.40 15" NE STA:30+13.62 31+00 HOTEL 2 N 602.490.0535
WF MH-10 4742
MH-7
RIM:1391.01 234 LF RIM:1394.65
INV:1374.36 15" W S=0.22% 30+00 INV:1386.45 8" SW P:
INV:1374.46 15" E 15"S HOTEL 1
INV:1386.65 8" E STUB-7
INV:1375.71 8" N
INV:1388.44 8" S
29+00
STUB-5
INV:1385.78 8" SE 280 LF
28+00 MH-6 S=0.52% Design
RIM:1393.21 Engineering
27+00 INV:1385.45 8" SW 120"CMP
12"W
26+00 15"S INV:1385.55 8" NE 173 LF 8"S
25+00 12"W INV:1385.65 8" NW 18"SD
S=0.52% &
INV:1385.65 8" SE
103 LF
217 LF
S=0.22% 18"SD
S=1.60% P2 STUB-4 SLOPE
INV:1385.12 4" SE STUB-8 MH-8
8"S INV:1388.39 8" N RIM:1397.42
12"W INV:1388.11 8" W
12"W MH-4 8"S MH-12 INV:1388.31 8" N
INV:1382.90 8" W RIM:1393.26 INV:1388.31 8" S
INV:1383.00 8" E 8"S INV:1385.84 8" NW WYE-7
STUB-1 116 LF 288 LF INV:1385.94 8" S INV:1388.10 6" W
INV:1380.68 4" W S=0.52% S=0.52% INV:1388.10 6" S
80 LF 6"S
P1 S=0.52% 6"FL 3"W STUB-6
18"SD
WYE-1 MH-3 120"CMP INV:1388.35 6" N
47 LF
INV:1379.51 8" N RIM:1390.22
S=0.52%
INV:1379.51 8" S INV:1382.38 8" W MH-5 WYE-6 18"SD
61 LF 12"W
INV:1380.18 4" E INV:1382.48 8" E RIM:1391.37 INV:1386.27 8" N
S=0.52%
84 LF 12"W INV:1383.60 8" W INV:1386.27 8" S 18"SD
S=1.60% 8"S INV:1383.70 8" NE INV:1386.94 6" E SHOPS B 18"SD
18"SD
141 LF INV:1383.80 8" SE MH-13
MH-1 S=0.52% 8"S MH-9 RIM:1393.32
RIM:1386.08 WYE-2 INV:1383.86 8" NW INV:1386.31 8" N
INV:1380.86 8" N INV:1381.65 8" W 24"SD INV:1383.96 8" S
12"W INV:1381.65 8" E
INV:1381.06 8" E
INV:1382.32 4" S 12"W
STUB-2
INV:1382.62 4" N
P3 8"S
contracted 24
SHOPS A
Design. 6"FL 3"W
were 6"S
& 48"SD 18"SD ROUTE
MH-10
services 48"SD
Engineering INV:1384.72 8" N A1&HO5 1
the 18"SD INV:1384.82 8" S MH-11 STUB-3 18"SD 48"SD
whom INV:1385.34 8" N INV:1386.62 6" W STATE
Colliers
for INV:1385.54 6" E
of
party AND ARIZONA
consent
the
by
only written 18"SD ROAD
use MESA,
for express 24"SD
the
authorized
without
is WILLIAMSFIELD
herein purpose
contained other
any
for
information upon
the relied
all or
and
distributed
drawing
This disclosed,
Reserved.
reused,
Rights
copied, 2026
All
INC. be 2063 80' NL
not Engineering Design = ----
DESIGN, may AUG MC
1"
& drawing & NO.:
DESIGNED: APPROVED:
DRAWN:
ENGINEERING This PROJ DATE: SCALE:
certified.
DWG. NO.
is 80 40 0 80 160
COLLIERS it ______
whom
2026. SCALE: 1" = 80' PMT
to
© or SHT. 2 OF 2
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