Exhibit C

COL#0.9.1
COL#0.12.8
COL#0.9.2
COL#0.12.1
COL#0.12.2
COL#0.12.3
COL#0.12.4
COL#0.12.5
COL#0.12.6
COL#0.9.4
COL#0.9.3
COL#0.9.5
COL#0.9.6
COL#0.9.7
COL#0.9.8
COL#0.6.4
COL#0.6.3
COL#0.6.1
COL#0.6.2
COL#0.5.4
COL#0.5.3
COL#0.5.1
COL#0.7.1
COL#0.10.1
COL#0.10.2
COL#0.10.3
COL#0.10.4
COL#0.10.5
COL#0.10.6
COL#0.10.7
COL#0.10.8
COL#0.10.9
COL#0.10.10
COL#0.10.11
COL#0.10.12
COL#0.10.14
COL#0.10.15
COL#0.10.16
COL#0.10.17
COL#0.10.18
COL#0.11.2
COL#0.11.3
COL#0.11.5
COL#0.11.6
COL#0.11.7
COL#0.11.8
COL#0.11.9
COL#0.11.10
COL#0.11.11
COL#0.10.19
COL#0.11.12
COL#0.11.13
COL#0.10.20
COL#0.5.2
COL#0.7.2
COL#0.7.4
COL#0.7.3
COL#0.7.5
COL#0.7.6
COL#0.7.7
COL#0.7.8
COL#0.8.1
COL#0.8.2
COL#0.8.3
COL#0.8.4
COL#0.8.5
COL#0.8.6
COL#0.13.1
COL#0.13.2
COL#0.13.3
COL#0.13.4
COL#0.13.5
COL#0.13.8
COL#0.13.6
COL#0.13.9
COL#0.13.10
COL#0.13.7
COL#0.13.11
COL#0.13.12
COL#0.13.13
COL#0.13.14
COL#0.13.15
COL#0.13.16
COL#4.1.1
COL#4.1.2
COL#2.1.1
COL#2.1.2
COL#2.1.4
COL#2.1.5
COL#2.1.3
COL#4.2.1
COL#4.2.2
COL#4.2.3
COL#4.2.4
COL#4.2.5
COL#4.2.6
COL#4.2.7
COL#4.2.8
COL#4.2.10
COL#4.2.12
COL#4.2.9
COL#4.2.11
COL#0.14.2
COL#0.14.3
COL#0.14.4
COL#0.15.1
COL#0.15.2
COL#0.15.3
COL#0.15.4
COL#0.15.5
COL#0.15.7
COL#0.15.8
COL#3.1.1
COL#3.1.2
COL#3.1.3
COL#3.1.5
COL#3.1.6
COL#3.1.7
COL#3.1.8
COL#0.5.5
COL#3.1.9
COL#5.1.1
COL#5.1.2
COL#5.1.4
COL#5.1.3
COL#5.1.5
COL#0.1.1
COL#0.1.2
COL#0.2.2
COL#0.3.1
COL#3.1.4
COL#0.15.6
COL#0.12.7
COL#0.11.1
COL#0.11.4
COL#0.10.13
COL#0.2.1
COL#0.14.1
Y = 916383.14639
X = 593873.40630
UP
UP
UP
L  O  A  D
E  X  I  T
S L O W
S L O W
S L O W
S L O W
VALET EXIT
KEEP
CLEAR
UBER
UBER
1 FOUNDATION PLAN
13
E
F
H
J
K
L
C.8
COL
206
COL
180
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45
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43
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53
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156
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55
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44
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46
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143
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94
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120
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203
COL
204
COL
205
102-14-272B
ACERO GLENDALE LLC
LOT A BETHANY LAND PARTNERS MLD
BK 989, PG 24 MCR
102-13-072
CITY OF GLENDALE
LOT 1 MONTEBELLO 95 ADDITION
BK 1330, PG 03 MCR
102-13-073
FARM 101 LLC
LOT 2 MONTEBELLO 95 ADDITION
BK 1330, PG 03 MCR
102-13-063
LOT 58
PENDERGAST WEST
BK 143, PG 04 MCR
102-13-042
LOT 37
PENDERGAST WEST
BK 143, PG 04 MCR
102-13-041
LOT 36
PENDERGAST WEST
BK 143, PG 04 MCR
102-13-018
LOT 13
PENDERGAST WEST
BK 143, PG 04 MCR
102-13-017
LOT 12
PENDERGAST WEST
BK 143, PG 04 MCR
N00° 47' 02.40"E
647.673
N88° 14' 18.00"E
1012.794
S89° 19' 35.59"E
55.001
S00° 40' 24.40"W
310.529
L=299.330, R=500.000
D=034.3007
S33° 37' 37.60"E
120.651
N56° 22' 22.40"E
100.813
N00° 40' 24.40"E
1381.311
N55° 11' 35.64"W
115.975
N34° 57' 24.40"E
100.851
L=277.713, R=499.633
D=031.8470
L=21.461, R=500.000
D=002.4592
N00° 40' 24.40"E
712.804
N89° 06' 22.61"W
109.709
S87° 20' 22.79"W
476.985
S86° 44' 23.36"W
326.140
S86° 04' 51.49"W
208.264
S86° 00' 19.59"W
230.267
S03° 53' 34.40"W
142.029
S03° 28' 34.40"W
80.410
S03° 27' 27.40"W
354.970
S03° 26' 58.40"W
987.810
S03° 26' 37.40"W
431.660
S00° 45' 27.40"W
575.267
N88° 14' 17.62"E
120.809
N18° 59' 58.74"E
51.693
L=48.772, R=191.918
D=014.5606
1
Cover Sheet
Vai Resort
Glendale, AZ
SITE PLAN
FOR
A PORTION OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 2 NORTH,
RANGE 1 EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
SHEET INDEX
DESCRIPTION
SHEET NO.
COVER SHEET
CS01
1
SITE PLAN
SP01-SP04
2-5
PARKING BREAKDOWN:
REQUIRED PER PARKING STUDY:
3,816 SPACES
ON-SITE SURFACE PARKING:
744 SPACES
ON-SITE UNDERGROUND PARKING:
710 SPACES
OFF-SITE EMPLOYEE PARKING:
454 SPACES
OFF-SITE PUBLIC PARKING GARAGE * :
4,146 SPACES
TOTAL PROVIDED PARKING:
6,054 SPACES
*FUTURE PUBLIC PARKING GARAGE SPACES SUBJECT TO CITY AGREEMENT
100
scale
200
feet
0
LEGAL DESCRIPTION:
A PORTION THAT REAL PROPERTY DESRIBED IN DOCEMENT 2021-0741888 MARICOPA COUNTY RECORDS BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION
ON 16, TOWNSHIP 2 NORTH, RANGE 1 EAST, OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 16 WHICH BEARS SOUTH 88 DEGREES 14 MINUTES 18 SECONDS WEST FROM THE FOUND BRASS CAP
STAMPED RLS 22282 MARKING THE CENTER OF SAID SECTION 16 2655.12 FEET;
THENCE NORTH 88 DEGREES 14 MINUTES 18 SECONDS EAST 1206.76 FEET ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 16 TO THE POINT
OF BEGINNING;
THENCE NORTH 00 DEGREES 45 MINUTES 27 SECONDS EAST 575.27 FEET;
THENCE NORTH 03 DEGREES 26 MINUTES 37 SECONDS EAST 431.66 FEET;
THENCE NORTH 03 DEGREES 26 MINUTES 58 SECONDS EAST 987.81 FEET;
THENCE NORTH 03 DEGREES 27 MINUTES 27 SECONDS EAST 354.97 FEET;
THENCE NORTH 03 DEGREES 28 MINUTES 34 SECONDS EAST 80.41 FEET;
THENCE NORTH 03 DEGREES 53 MINUTES 34 SECONDS EAST 142.03 FEET;
THENCE NORTH 86 DEGREES 00 MINUTES 20 SECONDS EAST 230.27 FEET;
THENCE NORTH 86 DEGREES 04 MINUTES 51 SECONDS EAST 208.26 FEET;
THENCE NORTH 86 DEGREES 44 MINUTES 23 SECONDS EAST 326.14 FEET;
THENCE NORTH 87 DEGREES 20 MINUTES 23 SECONDS EAST 476.98 FEET;
THENCE SOUTH 89 DEGREES 06 MINUTES 23 SECONDS EAST 109.71 FEET;
THENCE SOUTH 00 DEGREES 40 MINUTES 24 SECONDS WEST 712.80 FEET;
TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY A RADIUS OF 500.00 FEET A CENTRAL ANGLE OF 34 DEGREES 17 MINUTES 00 SECONDS A DISTANCE OF
299.18 FEET;
THENCE SOUTH 34 DEGREES 57 MINUTES 24 SECONDS WEST 100.85 FEET;
THENCE SOUTH 55 DEGREES 04 MINUTES 10 SECONDS EAST 109.17 FEET;
TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 15 DEGREES 55 MINUTES 51 SECONDS A DISTANCE OF
55.61 FEET;
THENCE SOUTH 18 DEGREES 59 MINUTES 59 SECONDS WEST 51.69 FEET;
THENCE SOUTH 00 DEGREES 40 MINUTES 24 SECONDS WEST 1,381.31 FEET;
THENCE SOUTH 56 DEGREES 22 MINUTES 22 SECONDS WEST 100.81 FEET;
THENCE NORTH 33 DEGREES 37 MINUTES 38 SECONDS WEST 120.65 FEET;
TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY A RADIUS OF 500.00 FEET, A RADIAL LINE TO SAID CURVE BEARS SOUTH 56 DEGREES 22 MINUTES
22 SECONDS WEST A CENTRAL ANGLE OF 34 DEGREES 18 MINUTES 03 SECONDS A DISTANCE OF 299.33 FEET A RADIAL LINE
TO SAID CURVE BEARS NORTH 89 DEGREES 19 MINUTES 35 SECONDS WEST;
THENCE NORTH 00 DEGREES 40 MINUTES 24 SECONDS EAST 310.53 FEET;
THENCE NORTH 89 DEGREES 19 MINUTES 36 SECONDS WEST 55.00 FEET;
THENCE SOUTH 88 DEGREES 14 MINUTES 18 SECONDS WEST 1,012.79 FEET;
THENCE SOUTH 00 DEGREES 47 MINUTES 02 SECONDS WEST 647.67 FEET;
THENCE SOUTH 88 DEGREES 14 MINUTES 18 SECONDS WEST 120.81 FEET;
AREA = 2,888,3440 SF OR 66.31 ACRES MORE OR LESS
Designer:
Drawn by:
Project:
Sheet No.
Job No.
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
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
22-0292 - Vai Resort
Vai Resort
Southwest Corner of Cardinals Way & North 95th Ave.
EPS
EPS
22-0292
of 5
Or
Preliminary
Construction
Not For
Recording
Or
Preliminary
Construction
Not For
Recording
SP23-SRXX-XX
N.T.S.
  VICINITY MAP  
PINNACLE PEAK
DEER VALLEY
BEARDSLEY
UNION HILLS
BELL
GREENWAY
THUNDERBIRD
CACTUS
PEORIA
OLIVE
NORTHERN
GLENDALE
BETHANY HOME
CAMELBACK
115TH
107TH
99TH
83RD
75TH
67TH
59TH
51ST
43RD
RD.
RD.
RD.
DR.
RD.
RD.
RD.
RD.
AVE.
RD.
RD.
AVE.
AVE.
AVE.
91ST
S.R. Loop 101
CIVIL ENGINEER:
EPS GROUP, INC.
1130 N. ALMA SCHOOL RD, SUITE 120
MESA, ARIZONA  85201
PHONE:  (480) 503-2250
CELL: (586) 420-8545
CONTACT:  TODD LESLIE
EMAIL:  todd.leslie@epsgroupinc.com
ARCHITECT:
BAKER BARRIOS ARCHITECTS
189 S. ORANGE AVENUE, SUITE 1700
ORLANDO, FLORIDA 32801
PHONE:
407.926.3000
700 12TH AVENUE SOUTH, SUITE 305
NASHVILLE, TENNESSEE 37203
PHONE:
615.425.3260
BASIS OF BEARING:
THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 2 NORTH, RANGE 1 EAST, GILA AND SALT RIVER MERIDIAN MARICOPA COUNTY,
ARIZONA BEARS NORTH 88°14'18" EAST.
BENCHMARK:
BENCHMARK IS A MARICOPA HIGHWAY DEPARTMENT BRASS CAP IN POTHOLE DOWN 3" ACCEPTED AS THE WEST QUARTER CORNER OF SECTION 9, TOWNSHIP
2 SOUTH, RANGE 1 EAST, BEING THE INTERSECTION OF 99TH AVENUE AND MARYLAND.
ELEVATION 1060.657 PER GDACS BOOK 699, PAGE 26 MCR.
OWNER:
VAI RESORT, LLC
1302 W. DRIVERS WAY
TEMPE, ARIZONA  85284
CONTACT:  TOMMY FISHER
EMAIL:  tfisher@fisherind.com
GENERAL SITE PLAN NOTES:
A.
FIRE DEPARTMENT ACCESS AND WATER SUPPLY REQUIREMENTS SHALL BE IN PLACE PRIOR TO
COMBUSTIBLE MATERIALS BEING BROUGHT ON SITE
B.
PURSUANT TO CHAPTER 32.5 OF THE GLENDALE CITY CODE, ALL NEW AND EXISTING
UTILITIES WITHIN OR CONTIGUOUS TO THIS SITE SHALL BE PLACED UNDERGROUND.
C.
ALL UTILITY BOXES, VAULTS AND BACKFLOW PREVENTION DEVICES SHALL BE PAINTED TO
MATCH THE BUILDING AND SCREENED A FROM PUBLIC VIEW BY A MASONRY WALL OR A
ROUND-TOPPED WIRE MESH ENCLOSURE, PAINTED TO MATCH THE ADJACENT WALL.
D.
SIGHT DISTANCE REQUIREMENTS OF COG DETAIL G-447 (LOCAL STREET) OR G-448 (ARTERIAL
AND COLLECTOR STREETS) ARE MET FOR ALL DRIVEWAYS AND STREETS.
E.
STREETLIGHTS INSTALLED BY THE DEVELOPER MAY BE REQUIRED FOR CONSTRUCTION
PLANS APPROVAL.
F.
ON-SITE LIGHTING WILL BE PLACED SO AS TO DIRECT THE LIGHT AWAY FROM ADJACENT
RESIDENTIAL USES AN MUST NOT EXCEED ONE-FOOT CANDLE AT THE PROPERTY LINE.  THE
HEIGHT OF THE PARKING LOT LIGHTS WITHIN 150" OR RESIDENTIAL USE TO BE 15'.  HEIGHT
PRESSURE SODIUM (HPS) LIGHTING REQUIRED ADJACENT TO RESIDENCE.
G.
ON-SITE LIGHTING SHALL MEET OUTDOOR LIGHT CONTROL ORDINANCE.
H.
MAXIMUM NOISE LEVEL 55 DECIBELS (NORMAL SPEAKING VOICE) AT PROPERTY LINE.
I.
CONVENIENCE USES SHALL BE SUBJECT TO A SEPARATE CITIZEN PARTICIPATION AND
CONDITIONAL USE PERMIT PROCESS.
J.
THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING LANDSCAPING IN ALL PUBLIC
RIGHTS-OF-WAY ADJACENT TO THE PROJECT.
CS01
PROJECT DATA:
PROPOSED USE:
COMMERCIAL / RESORT
EXISTING ZONING:
PAD
TOTAL SITE AREA:
66.31 AC (2,888,344 SF)
TOTAL BUILDING AREA:
819,134 SF
LOT COVERAGE: 
28%
FLOOR AREA RATIO:
1.0 MAX
BUILDING TYPES:
HOTEL - TYPE IA CONSTRUCTION
HOTEL - TYPE IB CONSTRUCTION
TYPE IA CONSTRUCTION
TYPE IIB CONSTRUCTION
TYPE IB CONSTRUCTION
BUILDING OCCUPANCY TYPES:
A-1
A-2
A-3
B
M
S-1
S-2
R-1
REQUIRED LANDSCAPE
COVERAGE:
6.13 AC (10%)
SP01
SP02
SP03
SP04
KEY MAP
SHEET NAME
SITE

G
G
G
DN
VALET EXIT
GARAGE RAMP
GARAGE RAMP TO
UNDERGROUND
GARAGE
PEDESTRIAN
BRIDGE
PEDESTRIAN
BRIDGE
LOADING AREA
VALET
DROP-OFF
FUTURE FRONTAGE ROAD
REFUSE COMPACTOR
UNDERGROUND
STORAGE
FH
FH
FH
FH
H
FH
RIDESHARE
PULL-THRU
PARKING
S86° 44' 2
326.14
S86° 04' 51"W
208.26'
S86° 00' 20"W
230.27'
S03° 53' 34"W
142.03'
S03° 28' 34"W
80.41'
S03° 27' 27"W
354.97'
CARDINALS WAY
LOOP 101
15.0'
30.0'
26.0'
26.0'
16.0'
18.0'
9.0'
16.1'
16.4'
16.0'
22.0'
9.0'
18.0'
9.0'
9.0'
18.0'
9.0'
22.0'
9.0'
19.6'
ELEC ESMT
VARIES
SLOPE & DRAINAGE ESMT
R/W
WIDTH VARIES
BUILDING #8
BUILDING #7.1
BUILDING #7.2
STAGE
360 BAR
KONOS ISLAND
34.8'
20.0'
LS STBK
35.0'
40
0
40
80
scale: 1" = 40'
feet
2
Site Plan
Designer:
Drawn by:
Project:
Sheet No.
Job No.
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
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
22-0292 - Vai Resort
Vai Resort
Southwest Corner of Cardinals Way & North 95th Ave.
EPS
EPS
22-0292
of 5
Or
Preliminary
Construction
Not For
Recording
Or
Preliminary
Construction
Not For
Recording
SP23-SRXX-XX
SP01
MATCH SHEET SP04
MATCH SHEET SP02

G
G
G
556.4'
2500KVA
2500KVA
2500KVA
2500KVA
UTM
UTM
2500KVA
2500KVA
GENERATOR6' X 10'
84
84
84
MAIN 12KV GEAR
500kVA
800A MSB-S1
C18 GENERATOR
v
v
v
v
v
DN
N 917,908.618
E 594,129.152
KEEP
CLEAR
UBER
UBER
EDGE OF WATER
102-13-073
FARM 101 LLC
LOT 2 MONTEBELLO 95 ADDITION
BK 1330, PG 03 MCR
ZONING: PAD
FUTURE CITY OF GLENDALE
PARKING GARAGE
PEDESTRIAN
BRIDGE
GARAGE RAMP
VALET
DROP-OFF
VALET
DROP-OFF
RIDESHARE
DROP-OFF
SRP SUBSTATION
6" CMU WALL
R/W
WIDTH VARIES
MONUMENT SIGN
6" CMU WALL
15.0'
LS STBK
20.0'
LS STBK
FH
FH
FH
FH
FH
FH
FH
N34° 57' 24"E
100.85'
L=21.4
6'
, R=500.00
'
D=002
°27'33"
N00° 40' 24"E
712.80'
N89° 06' 23"W
109.71'
S87° 20' 23"W
476.98'
23"W
4'
N. 95TH AVE.
CARDINALS WAY
12.0'
VARIES
SLOPE & DRAINAGE ESMT
8.0'
PUE
65.0'
R/W
50.0'
RDWAY/DITCH ESMT
68.0'
25.7'
ENTRY
16.0'
16.0'
24.0'
9.0'
16.0'
16.0'
24.0'
16.0'
18.0'
16.0'
16.1'
15.7'
30.0'
9.0'
9.0'
68.0'
ENTRY
20.0'
USA QUIT CLAIM DEED
PEDESTRIAN BRIDGE
TO FUTURE
CITY OF GLENDALE
PARKING GARAGE
132.1'
R/W
L=277.
71
'
, R
=500
.00'
D=031°
49'22"
102-13-072
CITY OF GLENDALE
LOT 1 MONTEBELLO 95 ADDITION
BK 1330, PG 03 MCR
BUILDING #2
BUILDING #1.1
BUILDING #1.2
 PUBLIC
BEACH
BAR
KONOS ISLAND
24.3'
UNDERGROUND
PARKING GARAGE
40
0
40
80
scale: 1" = 40'
feet
3
Site Plan
Designer:
Drawn by:
Project:
Sheet No.
Job No.
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
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
22-0292 - Vai Resort
Vai Resort
Southwest Corner of Cardinals Way & North 95th Ave.
EPS
EPS
22-0292
of 5
Or
Preliminary
Construction
Not For
Recording
Or
Preliminary
Construction
Not For
Recording
SP23-SRXX-XX
SP02
MATCH SHEET SP03
MATCH SHEET SP01
MATCH SHEET SP06

N 916,020.387
E 593,898.753
UP
UP
UP
13
E
F
H
J
K
L
C.8
COL
206
COL
191
COL
192
COL
193
COL
194
COL
203
COL
204
COL
205
G
102-13-063
LOT 58
PENDERGAST WEST
BK 143, PG 04 MCR
ZONING: RU-43
102-13-042
LOT 37
PENDERGAST WEST
BK 143, PG 04 MCR
ZONING: RU-43
102-13-041
LOT 36
PENDERGAST WEST
BK 143, PG 04 MCR
ZONING: RU-43
102-13-018
LOT 13
PENDERGAST WEST
BK 143, PG 04 MCR
ZONING: RU-43
EMPLOYEE ONLY
PARKING
EXIT ONLY
55.0'
R/W
55.0'
R/W
111.0'
R/W
15.0'
LS STBK
15.0'
LS STBK
FH
FH
FH
FH
FH
FH
FH
EMPLOYEE
PEDESTRIAN
TUNNEL
22.4'
16.0'
15.0'
34.0'
ACCESS
15.0'
LS STBK
SIGHT VISIBILITY
TRIANGLE (TYP.)
S89° 19' 36"E
55.00'
S00° 40' 24"W
310.53'
N00° 40' 24"E
1381.31'
N18° 59' 59"E
51.69'
L=5
5
.61', R=
20
0
.40
'
D=0
15°5
3'5
9"
N55° 04' 10"W
109.17'
M
N. 94TH LN.
N. 95TH AVE.
12.0'
8.0'
PUE
29.8'
16.0'
18.0'
24.0'
26.4'
9.0'
16.0'
18.0'
24.0'
24.0'
45.0'
ACCESS
24.0'
18.0'
24.0'
18.0'
9.0'
24.0'
26.0'
GATED
ENTRY
40.0'
ACCESS
BUILDING #4.1
BUILDING #4.2
 BUILDING #5
BUILDING #9
LOADING AREA
18.0'
18.0'
18.0'
2.0'
OVERHANG
EMPLOYEE ONLY
PARKING
L=299.33',
R=500.0
0'
D=034°1
8'02
"
S33° 37' 38"E
120.65'
N56° 22' 22"E
100.81'
N. 95TH AVE.
24.0'
36.0'
ACCESS
16.0'
10.0'
40
0
40
80
scale: 1" = 40'
feet
4
Site Plan
Designer:
Drawn by:
Project:
Sheet No.
Job No.
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
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
22-0292 - Vai Resort
Vai Resort
Southwest Corner of Cardinals Way & North 95th Ave.
EPS
EPS
22-0292
of 5
Or
Preliminary
Construction
Not For
Recording
Or
Preliminary
Construction
Not For
Recording
SP23-SRXX-XX
SP03
MATCH SHEET SP02
MATCH SHEET SP04
MATCH TOP LEFT
MATCH BOTTOM LEFT

N 915,989.250
E 592,886.438
G
G
2500KVA
UTM
UTM
UTM
2500KVA
UTM
2500KVA
UTM
2500KVA
GENERATOR6' X 10'
84
GENERATOR6' X 10'
500kVA
800A MSB-S2
2500KVA
84
v
v
EDGE OF
WATER
102-14-272E
ACERO GLENDALE LLC
LOT A BETHANY LAND PARTNERS MLD
BK 989, PG 24 MCR
ZONING: PAD
EXIT
ONLY
GATED
ENTRY
& EXIT
VALET
DROP-OFF
UNDERGROUND
PARKING GARAGE
GARAGE RAMP
VALET
DROP-OFF
GATED
ENTRY
& EXIT
FUTURE FRONTAGE ROAD
FH
FH
FH
FH
FH
FH
N00° 47' 02"E
647.67'
N88° 14' 18"E
1012.79'
S03° 26' 58"W
987.81'
S03° 26' 37"W
431.66'
LOOP 101
45.0'
TYP.
45.0'
4.0'
POWER DISTR. ESMT
42.0'
42.1'
20.0'
16.0'
9.0'
20.0'
18.0'
9.0'
16.0'
9.0'
23.5'
18.0'
9.0'
47.1'
24.0'
18.0'
18.0'
16.0'
24.0'
33.5'
24.0'
9.0'
9.0'
16.5'
9.0'
18.0'
26.0'
26.0'
20.0'
ELEC ESMT
34.0'
EXIT ONLY
BUILDING #6.1
BUILDING #6.2
 BUILDING #5
23.2'
50.4'
BILLBOARD SIGN LOCATION
MAX HEIGHT: 100'
DOUBLE-SIDED FACE:
MAX 300 SF / 25' HEIGHT
S00° 45' 27"W
575.27'
N88° 14' 18"E
120.81'
26.0'
26.0'
40
0
40
80
scale: 1" = 40'
feet
5
Site Plan
Designer:
Drawn by:
Project:
Sheet No.
Job No.
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
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
22-0292 - Vai Resort
Vai Resort
Southwest Corner of Cardinals Way & North 95th Ave.
EPS
EPS
22-0292
of 5
Or
Preliminary
Construction
Not For
Recording
Or
Preliminary
Construction
Not For
Recording
SP23-SRXX-XX
SP04
MATCH SHEET SP01
MATCH SHEET SP03
MATCH BOTTOM RIGHT
MATCH TOP LEFT