MOD - APN 501-33-013E,G, K, J

LEGEND
CENTERLINE
RIGHT OF WAY (ROW)
PROPERTY LINE
EDGE OF PAVEMENT
PUBLIC UTILITY EASEMENT (PUE)
CURB
BUILDING
BREAKLINE
FOUND BRASS CAP IN HANDHOLE(BCHH)
ANGLE POINTS
AS NOTED
SHEET NUMBER
OF
MAP OF DEDICATION
PROJECT NUMBER
LATEST REVISION DATE
ORIGINAL PLAN DATE
SEALED
PROJECT TYPE:
PROJECT NAME:
PROJECT NUMBER:
DRAWING
SCALE(S)
SOLICITATION NUMBER:
REVISED
1
ENGINEERING ALLIANCE, INC.
1423 S HIGLEY RD, SUITE 121
MESA, AZ 85206
PHONE:
480.365.9930
I   N   C
ENGINEERING ALLIANCE
N.T.S.
W. GREENWAY RD
N. EL MIRAGE RD
W. THUNDERBIRD RD
THIS SITE
VICINITY MAP
N
SECTION 11
SEC 11 T3N R1W G&SM
10 11
14
15
11
10
03 02
02 01
12
11
12
13
14
MAP OF DEDICATION
APN: 501-33-013E, G, K, J
LOCATED IN A PORTION OF THE SOUTHEAST QUARTER OF
SECTION 11, TOWNSHIP 3 NORTH, RANGE 1 WEST, OF THE GILA
AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY,
ARIZONA
SURVEYOR/ENGINEER
ENGINEERING ALLIANCE, INC.
1423 S HIGLEY RD SUITE 121
MESA, ARIZONA 85206
THOMAS LAVALETTE, R.L.S.
(602) 757-6032
ROBERT MEYERS, P.E.
(602) 412-7416
2
CITY OF EL MIRAGE
10000 N. EL MIRAGE RD
EL MIRAGE, ARIZONA 85335
OWNER
6/29/2026
APN: 501-33-013E, G, K, J
AREA TABLE FOR R/W DEDICATION
SQUARE FEET
ACRES
RIGHT OF WAY AREA
45,850.67
1.053
LOT1
166,399.84
3.820
LOT2
46,735.88
1.073
LOT3
66,156.42
1.519
TOTAL
325,142.81
7.465
ACKNOWLEDGEMENT:
STATE OF ARIZONA 
)
)SS
COUNTY OF MARICOPA 
)
THIS DOCUMENT WAS ACKNOWLEDGED BEFORE ME THIS ______________ DAY OF _________________ 2026.
BY: ___________________________________________________________.
NOTARY PUBLIC
MY COMMISSION EXPIRES: ______________________
BASIS OF BEARING
N. EL MIRAGE RD BEING THE EAST SECTION LINE OF SAID SECTION 11 BEARING
N 00° 01' 29" E, BASED ON GEODETIC DENSIFICATION AND CADASTRAL SURVEY
"PLSS SUBDIVISION RECORD OF SURVEY" RECORDED IN BOOK 688 OF SURVEY,
PAGE 41 IN MARICOPA COUNTY RECORDER'S OFFICE. BEING THE EAST LINE OF
THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 3 N, RANGE 1 W, OF THE
GILA SALT RIVER MERIDIAN, MARICOPA COUNTY AZ.
A PARCEL OF LAND IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION ELEVEN (11),
TOWNSHIP THREE (3) NORTH, RANGE ONE (1) WEST, OF THE GILA & SALT RIVER
BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND BRASS CAP IN HAND HOLE AT THE INTERSECTION OF EL
MIRAGE ROAD AND THUNDERBIRD ROAD, ALSO BEING THE SOUTHEAST CORNER
(SE) OF SAID SECTION ELEVEN (11) FROM WHICH ALONG THE CENTERLINE OF EL
MIRAGE ROAD TO A FOUND BRASS CAP IN HAND HOLE AT THE EAST QUARTER
CORNER (E 1/4) OF SAID SECTION 11, BEARS NORTH 00°01'29” EAST, A DISTANCE OF
2641.57 FEET MEASURED BASED ON GEODETIC DENSIFICATION AND CADASTRAL
SURVEY “PLSS SUBDIVISION RECORD OF SURVEY” AS RECORDED IN BOOK 688 OF
SURVEY, PAGE 41 IN THE MARICOPA COUNTY RECORDERS OFFICE;
THENCE NORTH ALONG THE CENTERLINE OF EL MIRAGE ROAD, NORTH 00 DEGREES
01 MINUTES 29 SECONDS EAST, A DISTANCE OF 33.33 FEET;
THENCE DEPARTING SAID LINE NORTH 89 DEGREES 58 MINUTES 31 SECONDS WEST,
A DISTANCE OF 33.00 FEET TO THE SOUTHWEST CORNER OF THE EXISTING RIGHT
OF WAY ALSO BEING THE POINT OF BEGINNING;
THENCE NORTH 89 DEGREES 23 MINUTES 58 SECONDS WEST A DISTANCE OF 360.23
FEET ALONG THE EXISTING  NORTH RIGHT OF WAY LINE OF THUNDERBIRD ROAD;
THENCE DEPARTING SAID LINE NORTH 00 DEGREES 02 MINUTES 12 SECONDS EAST
A DISTANCE OF 32.00 FEET TO THE PROPOSED SOUTHWEST PROPERTY CORNER OF
LOT 1 AND THE PROPOSED NORTH RIGHT OF WAY LINE OF THUNDERBIRD ROAD;
THENCE CONTINUING ALONG SAID LINE SOUTH 89 DEGREES 23 MINUTES 58
SECONDS EAST A DISTANCE OF 318.23 FEET;
THENCE NORTH 45 DEGREES 18 MINUTES 45 SECONDS EAST A DISTANCE OF 28.14
FEET TO A POINT ON THE PROPOSED WEST RIGHT OF WAY LINE OF EL MIRAGE
ROAD;
THENCE CONTINUING ALONG SAID LINE NORTH 00 DEGREES 01 MINUTES 29
SECONDS EAST A DISTANCE OF 865.75 FEET;
THENCE NORTH 44 DEGREES 58 MINUTES 31 SECONDS WEST A DISTANCE OF 28.28
FEET TO A POINT ON THE PROPOSED SOUTH RIGHT OF WAY LINE OF VENTURA
STREET;
THENCE CONTINUING ALONG SAID LINE NORTH 89 DEGREES 58 MINUTES 31
SECONDS WEST A DISTANCE OF 248.03 FEET;
THENCE SOUTH 45 DEGREES 01 MINUTES 50 SECONDS WEST A DISTANCE OF 28.29
FEET TO A POINT ON THE PROPOSED EAST RIGHT OF WAY LINE OF 1ST AVENUE;
THENCE CONTINUING ALONG SAID LINE SOUTH 00 DEGREES 02 MINUTES 12
SECONDS WEST A DISTANCE OF 157.65 FEET
THENCE SOUTH 45 DEGREES 03 MINUTES 53 SECONDS WEST A DISTANCE OF 2.61
FEET TO A POINT 18 FEET PARALLEL TO THE CENTERLINE OF 1ST AVENUE;
THENCE SOUTH 00 DEGREES 02 MINUTES 12 SECONDS WEST A DISTANCE OF 9.91
FEET;
THENCE SOUTH 45 DEGREES 24 MINUTES 35 SECONDS EAST A DISTANCE OF 2.59
FEET TO A POINT 20 FEET PARALLEL TO THE CENTERLINE OF 1ST AVENUE;
THENCE CONTINUING ALONG SAID LINE SOUTH 00 DEGREES 02 MINUTES 12
SECONDS WEST A DISTANCE OF 160.04 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVING NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET AND
WHOSE CENTER BEARS SOUTH 89 DEGREES 57 MINUTES 48 SECONDS EAST FROM
THE LAST DESCRIBED POINT;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 66 DEGREES 25 MINUTES 05 SECONDS, WITH AN ARC LENGTH OF 28.98
FEET TO THE POINT OF A TANGENT REVERSE CURVE, CONCAVING
NORTHWESTERLY, HAVING A RADIUS OF 45.00 FEET AND WHOSE CENTER BEARS
SOUTH 23 DEGREES 37 MINUTES 07 SECONDS WEST FROM THE LAST DESCRIBED
POINT;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 186 DEGREES 36 MINUTES 55 SECONDS, WITH AN ARC LENGTH OF 146.58
FEET;
THENCE SOUTH 89 DEGREES 59 MINUTES 57 SECONDS EAST A DISTANCE OF 5.64
FEET TO A POINT ON THE CENTERLINE OF 1ST STREET;
THENCE CONTINUING ALONG SAID LINE NORTH 00 DEGREES 02 MINUTES 12
SECONDS EAST A DISTANCE OF 459.31 FEET TO A POINT ON THE EXISTING SOUTH
RIGHT OF WAY LINE OF VENTURA STREET;
THENCE CONTINUING ALONG SAID LINE SOUTH 89 DEGREES 58 MINUTES 31
SECONDS EAST A DISTANCE OF 330.02 FEET TO A POINT ON THE EXISTING WEST
RIGHT OF WAY LINE OF EL MIRAGE ROAD;
THENCE CONTINUING ALONG SAID LINE SOUTH 00 DEGREES 01 MINUTES 29
SECONDS WEST A DISTANCE OF 942.97 FEET TO THE POINT OF BEGINNING;
W. VENTURA ST
11
N. DYSART RD
SURVEYOR'S CERTIFICATION:
THIS IS TO CERTIFY THAT THIS SURVEY OF THE PREMISES DESCRIBED AND PLATTED
HEREON WAS MADE UNDER MY DIRECTION DURING THE MONTH OF JUNE 2026. THAT
THE PLAT IS CORRECT AND ACCURATE. THAT THE MONUMENTS SHOWN HEREON
HAVE BEEN LOCATED OR ESTABLISHED AS DESCRIBED AND THE LOT CORNERS
PERMANENTLY SET.
REGISTERED LAND SURVEYOR
DATE
7/9/2026
DEDICATION:
STATE OF ARIZONA 
)
)SS
COUNTY OF MARICOPA 
)
KNOW ALL MEN BY THESE PRESENTS:
THAT THE CITY OF EL MIRAGE, AN ARIZONA MUNICIPAL CORPORATION, AS OWNER, ACCORDING TO DOCKET 5977,
PAGE119; DOCKET 6681, PAGE 270; DOCKET 8578, PAGE 826; AND DOCKET 10331, PAGE 610 IN THE MARICOPA
COUNTY RECORDER'S OFFICE, DOES HEREBY PUBLISH THIS MAP OF DEDICATION FOR "APN 501-33-013E, G, K, J"
LOCATED WITHIN A PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 1 WEST, OF THE GILA AND SALT RIVER
BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN HEREON, AND HEREBY DECLARES THAT THIS MAP
SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF EACH STREET, LOT, AND EASEMENT CONSTITUTING
THE SAME, AND THAT EACH OF THE STREETS, LOTS AND EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER,
OR LETTER GIVEN TO IT, RESPECTIVELY.
THE CITY OF EL MIRAGE, AN ARIZONA MUNICIPAL CORPORATION, AS OWNER, HEREBY DEDICATES TO THE PUBLIC,
UNLESS OTHERWISE NOTED FOR USE AS SUCH, THE RIGHT OF WAY AND EASEMENTS AS SHOWN HEREON, UPON
OFFICIAL ACCEPTANCE BY THE CITY.
IN WITNESS WHEREOF:
THE CITY OF EL MIRAGE, AN ARIZONA MUNICIPAL CORPORATION, AS OWNER, HAS HEREUNDER CAUSED ITS NAME
TO BE SIGNED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF ______________________,
ITS ______________________ THEREUNTO DULY AUTHORIZED THIS _____________ DAY OF _________________, 2026.
BY: CITY OF EL MIRAGE
AN ARIZONA MUNICIPAL CORPORATION
BY: ________________________________
TITLE: ________________________________
ROW DEDICATION LEGAL DESCRIPTION
DATA ON THIS MAP HAS BEEN REVIEWED AND APPROVED THIS _____________________ DAY OF __________________, 2026,
BY THE CITY ENGINEER OF EL MIRAGE, ARIZONA.
BY: _____________________________________
CITY ENGINEER
DATA ON THIS MAP HAS BEEN REVIEWED AND APPROVED THIS _____________________ DAY OF __________________, 2026,
BY THE DEVELOPMENT SERVICES DIRECTOR OF EL MIRAGE, ARIZONA.
BY: ______________________________________
DEVELOPMENT SERVICES DIRECTOR
THIS MAP HAS BEEN APPROVED THIS _____________________ DAY OF __________________, 2026, BY THE CITY COUNCIL
OF EL MIRAGE, ARIZONA.
BY: ______________________________________
MAYOR
ATTEST: _________________________________
          CITY CLERK
CERTIFICATE OF APPROVAL OF THE CITY ENGINEER
CERTIFICATE OF APPROVAL OF THE
DEVELOPMENT SERVICES DIRECTOR
CERTIFICATE OF APPROVAL OF THE CITY COUNCIL
7/9/2026

N00° 01' 29"E
2641.57'
N00° 02' 12"E
448.03'
L=28.98', R=25.00'
Δ=066°25'05"
L=146.58', R=45.00'
Δ=186°36'55"
N89° 59' 57"W
24.38'
N89° 58' 57"W
181.83'
S00° 11' 57"E
189.65'
N89° 53' 23"E
182.82'
252.62'
N89° 58' 31"W
363.01'
S00° 02' 12"W
30.00'
S89° 57' 48"E
17.01'
S89° 23' 58"E
2625.10'
N00° 02' 12"E
32.00'
N89° 23' 58"W
360.23'
S00° 01' 29"W
942.97'
S89° 58' 31"E
330.02'
S89° 59' 57"E
360.07'
N89° 59' 57"W
360.11'
N89° 58' 31"W
33.00'
N00° 02' 12"E
459.31'
S45° 01' 50"W
28.29'
N44° 58' 31"W
28.28'
N00° 01' 29"E
865.75'
RB=S89° 57' 48"E
S89° 23' 58"E
318.23'
N45° 18' 45"E
28.14'
420.41'
S89° 59' 57"E
5.64'
N89° 58' 31"W
471.97'
141.15'
S89° 59' 29"E
90.01'
N89° 59' 57"W
330.07'
S00° 02' 12"W
160.04'
S00° 02' 12"W
157.65'
248.03'
S00° 11' 57"E
44.56'
N89° 58' 57"W
16.00'
S89° 59' 29"E
16.00'
S00° 11' 57"E
18.00'
S45° 03' 53"W
2.61'
S45° 24' 35"E
2.59'
S00° 02' 12"W
9.91'
E(1/4) COR OF SEC 11 FD BCHH
SHEET NUMBER
OF
MAP OF DEDICATION
PROJECT NUMBER
LATEST REVISION DATE
ORIGINAL PLAN DATE
SEALED
PROJECT TYPE:
PROJECT NAME:
PROJECT NUMBER:
DRAWING
SCALE(S)
SOLICITATION NUMBER:
REVISED
2
ENGINEERING ALLIANCE, INC.
1423 S HIGLEY RD, SUITE 121
MESA, AZ 85206
PHONE:
480.365.9930
I   N   C
ENGINEERING ALLIANCE
2
6/29/2026
65' NEW ROW DEDICATED HEREON
33' EXIST ROW
20' NEW ROW
DEDICATED
HEREON
8' NEW PUE DEDICATED HEREON
35' NEW ROW DEDICATED HEREON
30' EXIST ROW
APN: 501-34-083
ROVALA REX/HELENA CO TR
19970015310
APN: 501-33-013J
CITY OF EL MIRAGE
APN: 501-33-013K
CITY OF EL MIRAGE
APN: 501-33-013G
CITY OF EL MIRAGE
APN: 501-33-013E
CITY OF EL MIRAGE
55' NEW ROW DEDICATED HEREON
33' EXIST ROW
8' NEW PUE DEDICATED HEREON
POINT OF COMMENCING
SE COR OF SEC 11 FD BCHH EL
MIRAGE AND THUNDERBIRD RD
FD BCF
OFF 0.10' W
APN: 501-33-109
LANDAVERDE JOSE
BOOK 146, PAGE 36
APN: 501-33-108
ROMERO ROBERT C &
JESSIE L
BOOK 146, PAGE 36
APN: 501-33-107
VICTORIA MEZA
LIVING TRUST
BOOK 146, PAGE 36
APN: 501-33-106
RIOS SANDRA
BOOK 146, PAGE 36
APN: 501-33-105
MIGUEL TOMAS
AUGUSTO JUAN
BOOK 146, PAGE 36
APN: 501-33-104
CASTRO ASCENCION
& MAGDALENA L
BOOK 146, PAGE 36
APN: 501-31-047
CHARLES JASON
RUSSELL
BOOK 66, PAGE 26
APN: 501-31-046
TERRONES LUCY D
TR
BOOK 66, PAGE 26
APN: 501-28-015
URIAS PEDRO ISSAC
BOOK 28, PAGE 43
APN: 501-27-017
DELGADO
GUILLERMINA
BOOK 28, PAGE 43
APN: 501-27-018
DELGADO
GUILLERMINA
BOOK 28, PAGE 43
APN: 501-27-019
ROMERO PETRA G
BOOK 28, PAGE 43
APN: 501-27-020
SOBARZO JULIA A
BOOK 28, PAGE 43
APN: 501-27-021
CASTANEDA
ALEXIS
BOOK 28, PAGE 43
APN: 501-27-022
CISNEROS
SALVADOR SILVA
ESTATE OF/
ROSALVA/AGUIRRE
BEATRIZ C
BOOK 28, PAGE 43
APN: 501-27-023
CISNEROS
HUMBERTO S
BOOK 28, PAGE 43
APN: 501-27-024
MENDOZA
MARTIN/NIETO
MARIA
BOOK 28, PAGE 43
APN: 501-27-025
GENTRY WILLIAM L
& JEANETTE R
BOOK 28, PAGE 43
APN: 501-27-026
GENTRY JEANETTE
R ESTATE OF
BOOK 28, PAGE 43
APN: 501-27-027
GENTRY JEANETTE
R
BOOK 28, PAGE 43
APN: 501-27-028
CERVANTEZ
RAMIRO/MARIA
BOOK 28, PAGE 43
APN: 501-27-029
ESPARZA
ALFONSO/CARMEN
BOOK 28, PAGE 43
APN: 501-27-030
GUTIERREZ
BRENDA JOVANNI
BOOK 28, PAGE 43
APN: 501-27-031A
SMITH
TANIA/ANTONELLI
ALLEN/ADRIANO
BOOK 28, PAGE 43
LOT LINES TO BE DISSOLVED
LOT LINE TO BE DISSOLVED
SEE DETAIL 1
DETAIL 2
W. VENTURA ST
N. EL MIRAGE RD
W. THUNDERBIRD RD
33.33'
S(1/4) COR OF SEC 11 FD BCHH
LOT 1
LOT 2
LOT 3
N. 1ST AVE
SEC 11 T3N R1W
GSRB&M
0
80
40
1" = 40'
0
40
20
1" = 20'
30' EXIST ROW
30' EXIST ROW
33' EXIST ROW
POINT
OF
BEGINNING
RB=S23° 37' 07"W
5'
SETBACK
10'
SETBACK
5'
SETBACK
6'
SETBACK
APN: 501-33-013E, G, K, J
2' CURB
10' WROUGHT IRON FENCE
SEE DETAIL 2
DETAIL 1
0
40
20
1" = 20'
1.00' BUILDING OVERHANG
20' NEW ROW DEDICATED
HEREON
20' NEW ROW DEDICATED
HEREON
18' NEW ROW DEDICATED HEREON
7/9/2026