HomeMy WebLinkAboutProperty #: C-9459 - 11/24/2014 C-9459
CITY f .E 11/24/2014
CITY OF GLENDALE, ARIZONA
QUIT CLAIM DEED
(CDG Joy 1 , LLC, Water Easement
20250 N. 75th Avenue)
(PLEASE DO NOT REMOVE - THIS IS PART OF THE OFFICIAL DOCUMENT)
OFFICIAL RECORDS OF
MARICOPA COUNTY RECORDER
HELEN PURCELL
ELECTRONIC RECORDING
20140790080,12/01/2014 12 07,
When recorded,mail to QCDCDGJOYWTR-6-1-1--,N
Glendale City Clerk
5850 West Glendale Avenue
Glendale, Arizona 85301
QUIT CLAIM DEED
For the consideration of Ten Dollars, and other valuable considerations, the City of Glendale, an
Arizona municipal corporation, does hereby quitclaim to CDG JOY I, LLC, an Arizona limited
liability company, any and all right, title and interest to and in that certain parcel of Real Property
situated in Maricopa County and described as follows:
See Attached Description, "Exhibit A"
Dated this a 5 day of ON tnkkkr, 20 19- .
•. /
Brenda S. Fischer
City Manager
Exempt Pursuant to A.R.S.§11-1134 (A)(3)
STATE OF ARIZONA )
) ss.
County of Mancopa )
This instrument was acknowledged before me this a 5 day of 10V eYY1.. V,201+ by
Brenda S. Fischer, City Manager for the City of Glendale, who acknowledged that she executed
this instrument for the purposes therein contained.
ALICIA MULLER
01.44 Notary Public-State of Anzona
MARICOPA COU Expires
1 .
�'e My Commission Expires (l,Jl) 1/}�t.—
fdwember 14,2015 �
Notary Public
My commission expires: 1\10i.k"C, ao t 5
20250 N 75th Ave
EXHIBIT A
LEGAL DESCRIPTION
ASPERA
WATER LINE EASEMENT ABANDONMENT
An abandonment of a portion of that Water Line Easement described in Document
Number 1998-0483364, Records of Maricopa County,being a portion of the Southeast
quarter of Section 23, Township 4 North, Range 1 East of the Gila and Salt River
Meridian, Maricopa County, Arizona, also being a portion of Aspera Boulevard, Lot 3
and Lot 4,"Aspera Final Plat",Book 1199,Page 10,Records of Maricopa County,more
particularly described as follows:
COMMENCING at the Southeast Corner of said Section 23, being a found Arizona
Department of Transportation aluminum cap in a handhole, from which the South
Quarter Corner of said Section 23,a found Bureau of Land Management brass cap,bears
North 89°53'57"West,a distance of 2643.29 feet;
thence along the South line of said Section 23, North 89°53'57"West, 776.27 feet;
thence North 00°06'03"East, a distance of 521.83 feet to a point on the westerly line of
said water line easement and the POINT OF BEGINNING;
thence, along said westerly line,North 13°43'29" West, 51.74;
thence, continuing along said westerly line,North 00°36'24" East,340.73 feet;
thence,continuing along said westerly line,North 39°38'53"East,36.16 feet to a point on
a non tangent curve,the radius of which bears North 06°45'50"West,206.59 feet;
thence, continuing along said westerly line, northeasterly, 305.87 feet along the arc of
said curve concave northwest,through a central angle of 84°49'51" to a point on a non
tangent curve,the radius of which bears North 89°16'53"East,683.25 feet;
thence, continuing along said westerly line, northerly, 30.02 feet along the arc of said
curve concave east, through a central angle of 02°31'02" to a point on the north line of
Aspera Boulevard as shown on said Aspera Final Plat;
thence,along said north line,North 59°02'16"East,23.68 feet to a point on a non tangent
curve being a point on the easterly line of said water line,the radius of which bears South
87°05'21" East,663.25 feet;
thence, along said easterly line, southerly,41.83 feet along the arc of said curve concave
east,through a central angle of 03°36'48"to a point on a non tangent curve,the radius of
which bears South 88°26'12" West, 226.59 feet;
thence, continuing along said easterly line, southerly, 31.01 feet along the arc of said
curve concave west,through a central angle of 07°50'25";
thence, continuing along said easterly line, South 81°08'27" East,28.08 feet;
thence, continuing along said easterly line, South 08°51'33"West, 12.00 feet;
thence,continuing along said easterly line,North 81°08'27"West,27.85 feet to a point on
a non tangent curve,the radius of which bears North 80°41'16" West,226.59 feet;
thence, continuing along said easterly line, southwesterly, 275.62 feet along the arc of
said curve concave northwest,through a central angle of 69°41'41"to a point ;
thence, continuing along said easterly line, South 09°44'22" East, 19.79 feet;
thence, continuing along said easterly line, South 80°15'38" West, 12.00 feet;
thence, continuing along said easterly line,North 09°01'06"West, 16.83 feet;
thence, continuing along said easterly line, South 39°38'53" West, 16.77 feet;
thence,continuing along said easterly line, South 00°36'24"West, 188.84 feet;
thence, continuing along said easterly line, South 89°23'36" East,21.33 feet;
thence,continuing along said easterly line, South 00°36'24"West, 12.00 feet;
thence, continuing along said easterly line,North 89°23'36"West,21.33 feet;
thence,continuing along said easterly line,South 00°36'24" West, 130.28 feet;
thence, continuing along said easterly line, South 13°43'29" East,49.22 feet;
thence, leaving said easterly line, South 76°16'31" West, 20.00 feet to the POINT OF
BEGINNING.
Said parcel containing 16,126 square feet or 0.370 acres,more or less.
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SEC. 23, T.4N., R.1E., S.E. COR. SEC. 23, T.4N., R.1E.
FD. BLM BRASS CAP o FD. ALUM. CAP IN HANOHOLE �
o MKD. A.D.O.T.
1867.02' z _ 776.27'
N89'53 5-7''W 2643.29'
DATE: 8 2014
DAVID EVAN
SCALE;0 WATER EASEMENT ABANDONMENT r �`I 1 AND ASSOCIATES INC.
SHEET DOC. NO. 1998.0483364, M.C.R 4600 East Washington Street,Suite 430
1 OF 2 ASPERA BOOK 1199, PAGE 10, M.C.R. Phoenix Arizona 85034
Phone: 602.678.5151
EASEMENT LINE TABLE EASEMENT LINE TABLE
LINE BEARING LENGTH LINE BEARING LENGTH
L1 N13'43'29"W 51.74' L10 N9'01'06"W 16.83'
L2 NO'36'24"E 340.73' L11 S39'38'53"W 16.77'
L3 N39'38153"E 36.16' L12 SO°36124"W 188.84'
L4 N59'02'16"E 23.68' L13 S89'23'36"E 21.33'
L5 S81'08'27"E 28 08' L14 S0'36'24"W 12.00'
L6 S8'51'33"W 12 00' L15 N89'23'36"W 21.33'
L7 N81'0812711W 27.85' L16 S0'36'24"W 130.28'
L8 S9'44'22"E 19.79' L17 S13'43'29"E 49 22'
L9 S80'15'38"W 12.00' L18 576'16'31"W 20.00'
EASEMENT CURVE TABLE
CURVE RADIUS LENGTH DELTA CHORD BEARING CHORD LENGTH
Cl 206.59' 305.87' 84'49'51" N40'49'15"E 278.69'
C2 683.25' 30.02' 2'31'02" NO0'32'24"E 30.02'
C3 663.25' 41.83' 3'36'48" S01'06'14"W 41.82'
C4 226.59' 31.01' 7'50'25" S02°21'25"W 30.98'
C5 226.59' 275.62' 69'41'41" S44'09'35"W 258.94'
DATE. 8/2014
SCALE: _ DAVID EVANS
N.T.S. WATER EASEMENT ABANDONMENT -' `
• AND
ASSOCIATES INC'
SHEET ASPERA FINAL PLAT 4600 East Washington Street,Suite 430
2 OF 2 BOOK 1199, PAGE 10, M.C.R. Phoenix Arizona 85034
Phone: 602.678.5151