ORDINANCE_ATTACH_PRIEST_AND_ALAMEDA_012226.PDF

EXHIBIT
LEGAL DESCRIPTION

A PORTION LOT 7 OF "FREEWAY COMMERCE CENTER — AMENDED” PER BOOK 187,
PAGE 07 AND LOT 2 OF THE FINAL PLAT OF ”SUNLAND AT FOUNTAINHEAD CORPORATE
PARK” PER BOOK 551, PAGE 42, RECORDS OF MARICOPA COUNTY, ARIZONA BEING
WITHIN SECTION 29, TOWNSHIP 1 NORTH, RANGE 4 EAST OF THE GILA SALT RIVER
MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:

COMMENCING AT A FOUND CITY OF TEMPE BRASS CAP IN HAND HOLE ACCEPTED AS
THE EAST QUARTER CORNER OF SAID SECTION 29, FROM WHICH A FOUND BRASS CAP
IN HAND HOLE, ACCEPTED AT THE SOUTHEAST CORNER THEREOF BEARS SOUTH
00°01'45” EAST, 2649.67 FEET;

THENCE SOUTH 00°01°45” EAST, 60.29 FEET, ALONG THE CENTER LINE OF PRIEST
DRIVE;

THENCE LEAVING SAID CENTERLINE, SOUTH 89°58'15” WEST, 50.00 FEET TO THE TRUE
POINT OF BEGINNING;

THENCE SOUTH 00°01°45” EAST, 592.69 FEET ALONG THE EAST LINE OF THE WARRANTY
DEED AS RECORDED IN DOCUMENT NO. 2013-—0763072, RECORDS OF MARICOPA
COUNTY, ARIZONA;

THENCE LEAVING SAID EAST LINE, SOUTH 89°38'20’ WEST, 5.00 FEET ALONG SOUTH
LINE OF SAID WARRANTY DEED;

THENCE LEAVING SAID SOUTH LINE AND ALONG THE EAST LINE OF SAID LOT 2, SOUTH
00°01'45’ EAST, 107.99 FEET;

THENCE CONTINUING ALONG THE EAST LINE THE FOLLOWING 3 COURSES;
THENCE SOUTH 44°31’23” WEST, 28.27 FEET;
THENCE SOUTH 00°01'45” EAST, 60.00 FEET;
THENCE SOUTH 44°59'18” EAST, 28.07 FEET;
THENCE SOUTH 00°01'45” EAST, 401.11 FEET;

THENCE SOUTH 42°48’50” WEST, 29.15 FEET TO A NON—TANGENT CURVE, CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 359.00 FEET, THE CENTER OF WHICH BEARS
NORTH 00°47’51” EAST ALSO BEING THE NORTH RIGHT OF WAY LINE OF FAIRMONT
DRIVE;

THENCE ALONG SAID RIGHT OF WAY LINE AND NORTHWESTERLY
ALONG SAID CURVE, THOUGH A CENTRAL ANGLE OF 15°36’54”,
AN ARC LENGTH OF 97.84 FEET TO A TANGENT LINE;

THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE,
NORTH 73°35'15” WEST, 120.43 FEET TO THE BEGINNING OF
A TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A
RADIUS OF 437.00 FEET;

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EXHIBIT
LEGAL DESCRIPTION

THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE AND NORTHWESTERLY
ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 16°46’15”, AN ARC LENGTH OF
127.91 FEET TO TANGENT LINE;

THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE, SOUTH 89°38'30” WEST,
502.83 FEET;

THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE, NORTH 49°31'36” WEST,
30.27 FEET TO THE EAST RIGHT OF WAY LINE OF SSTH STREET;

THENCE ALONG SAID RIGHT OF WAY LINE, NORTH 08°41'42” WEST, 244.08 FEET TO THE
BEGINNING OF A TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1600.00
FEET;

THENCE CONTINUING ALONG SAID EAST RIGHT OF WAY LINE AND NORTHERLY ALONG
SAID CURVE, THROUGH A CENTRAL ANGLE OF 17°56’43”, AN ARC LENGTH OF 501.13
FEET TO A TANGENT LINE;

THENCE CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, NORTH 09°15'01” EAST,
158.18 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE TO THE
NORTHWESTERLY, HAVING A RADIUS OF 830.00 FEET;

THENCE CONTINUING ALONG SAID EAST RIGHT OF WAY LINE AND NORTHERLY ALONG
SAID CURVE, THROUGH A CENTRAL ANGLE OF 09°16’44”, AN ARC LENGTH OF 134.42
FEET TO A TANGENT LINE;

THENCE CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, NORTH 00°01'43” WEST,
116.40 FEET;

THENCE CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, NORTH 44°48'19” EAST,
21.27 FEET TO THE SOUTH RIGHT OF WAY LINE ALAMEDA DRIVE THE FOLLOWING 5
COURSES;

THENCE NORTH 89°38'20” EAST, 392.45 FEET;

THENCE NORTH 88°55'44” EAST, 280.07 FEET;

THENCE NORTH 89°38’20” EAST, 19.07 FEET;

THENCE NORTH 89°38’20” EAST, 160.00 FEET;

THENCE SOUTH 4512’43” EAST, 28.20 FEET TO THE TRUE POINT OF BEGINNING.

THE ABOVE DESCRIBED PARCEL CONTAINS A COMPUTED AREA OF 1,086,833 SQ. FT.

(24.9503 ACRES) MORE OR LESS AND BEING SUBJECT TO ANY EASEMENTS,
RESTRICTIONS, RIGHTS-OF—WAY OF RECORD OR OTHERWISE.

THE DESCRIPTION SHOWN HEREON IS NOT TO BE USED TO
VIOLATE ANY SUBDIVISION REGULATION OF THE STATE,
COUNTY AND/OR MUNICIPALITY OR ANY LAND DIVISION RESTRICTIONS.

SHEET 2 OF 2

EXHIBIT EAST QUARTER CORNER |

2649.67’

$00°01745"E

CENTER OF SECTION SEC. 29, TIN, R4E
SEC. 29, TIN, R4E FND. TEMPE BRASS CAP IN HANDHOLE
FND. NAIL IN PIPE POINT OF COMMENCING |

£ — _ ALAMEDA DRIVE — os

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FAIRMONT DRIVE————_~“2_¢, ©

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SEE SHEET 2 FOR LINE AND CURVE TABLES >
SOUTHEAST CORNER

SEC. 29, TIN, R4E
FND. BRASS CAP IN HANDHOLE |

NOT TO SCALE SHEET 1 OF 2

EXHIBIT

LINE TABLE
LINE BEARING DISTANCE
L1 $00°01'45"E 60.29’
L2__| S89°58'15"W 50.00
L3 $00°01'45"E 592.69’
L4 | S89°38'20"W 5.00’
LS $00°01°45"E 107.99’
L6 $44°31'23"W 28.27’
L7 $00°01°45"E 60.00’
L8 S44°59'18"E 28.07’
L9 $00°01'45"E 401.11’
L10_| S42°48’50”W 29.15"

L11_ | N73°35'15"W 120.43’
L1i2_ | S89°38’30"W 502.83’

L13_ | N49°31'36"W 30.27’
L14_ | NO8°41'42”w 244.08"
LiS_ | NO915’01”"E 158.18"
L16_| NOO°01'43”W 116.40’
L17_| N44°4819"E 21.27’

L18 | N89°38'20"E 392.45’
L19_| S88°55'44"E 280.07’

L20_| N89°38'20"E 19.07’
L21 | N89°38'20"E 160.00’
L22 | S4511°43"E 28.20"

CURVE TABLE

Curve | LEN |RADIUS DELTA CHORD ICH. DIST.

C1} 97.84°| 359.00 15°36'54"|_ S81°23'42"E| 97.54’

C2|127.91'| 437.00 16°46'15"|_N81°58'23”W|_ 127.46’

C3|501.13"|600.00 17°56’43"|_S00°16’40"”W| 499.08’

C41134.42’| 830.00 9°16’44"| N04°36’39"E| 134.27’

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