A645 2019-0609113 NOT FOR RECORDING.PDF

OFFICIAL RECORDS OF
MARICOPA COUNTY RECORDER
ADRIAN FONTES
20190609113 08/08/2019 03:53
PAPER RECORDING
0890016-22-15-12
prices
CAPTION HEADING:
Road File Declarations (Road File A645)
(C-64-19-201-M-01)
DO NOT REMOVE
This is part of the official document

20190609113
COUNTY OF MARICOPA
State of Arizona
Office of the Clerk
Board of Supervisors
State of Arizona ) ss.
County of Maricopa )
I, Fran McCarroll, Clerk of the Board of Supervisors, do hereby certify that the
following is a true and correct statement of the agenda item and the action taken by
the Board of Supervisors at their meeting held on July 31, 2019:
9. ROAD FILE DECLARATIONS - DECLARACIONES DE CARRETERA
Approve, by resolution, petitions to open and declare the following roads into the county highway
system. This action will serve as notice of the Board of Supervisors’ acceptance of all U.S. Patent
easements, reservations, rights-of-way or properties along the alignments into the Maricopa County
highway system and will also authorize the maintenance and acquisition of the necessary rights-of-
way through donation, purchase, or condemnation.
ROAD FILE NO. A645
Convene a hearing for Road File No. A645 to Open and Declare the following described
alignments into the County Transportation System.
Therefore, pursuant to provisions in A.R.S. A.R.S. Titles 28-6701, 6702 and 6703, it is
recommended by the Department of Transportation Director, that the Board of Supervisors
Open and Declare the following described alignment into the County Transportation System,
Road File No. A645. Legal description is identified as “Parcels 1 through 5”. In addition,
direct the Clerk of the Board record the Board of Supervisors resolution with the County
Recorder.
(General Vicinity: Lindsay Road and Germann Road and in Unincorporated Maricopa
County. Supervisory District No. 1) (C-64-19-201-M-01)
Motion to approve by Supervisor Chucri, seconded by Supervisor Sellers
Ayes: Sellers, Chucri, Gates, Hickman, Gallardo
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed the Official Seal of the
County of Maricopa. Done at Phoenix, the
County Seat, on August 6, 2019.
Clerk of the Board of Supervisors
File
MCDOT
Email Distribution List

20190609113
RESOLUTION
ROAD DECLARED (ROAD FILE NO. A645)
C-64-19-201-M-01
WHEREAS, pursuant to A.R.S. §28-6701(B), the County Engineer filed with the Board of
Supervisors of Maricopa County, Arizona, a recommendation praying the Board to establish, open and
declare as a county highway the following described lines, to-wit:
Legal description identified as Exhibit A, is attached.
WHEREAS, the day and hour set by the Board for a public hearing on said petition has arrived, and
notice of said hearing has been given to the public by advertising once a week for two consecutive weeks in
The Arizona Business Gazette; and
WHEREAS, no objections to the establishment, opening and declaration of said highway have been
filed; and
WHEREAS, the Board believes that the granting of said petition and the establishment, opening and
declaration of the highway as prayed for in said petition, are for the best interests of Maricopa County, and
said highway is a public necessity;
NOW, THEREFORE, BE IT RESOLVED that there is hereby established, opened and declared a
county highway, more fully set forth hereinabove, and the County Engineer is hereby directed to make a plat
of the survey of said highway and cause the same to be recorded in the Office of the County Recorder of
Maricopa County as provided by law.
BE IT FURTHER RESOLVED that the Board accept any right-of-way or property donated to the
State or County for said highway. The Board hereby accepts all U. S. Patent easement reservations, right-of-
way or properties along this alignment into the Department of Transportation’s Highway system.
BE IT FURTHER RESOLVED that the County Engineer be directed and authorized, and she is
hereby so directed and authorized, to negotiate with owners of parcels of private property required for the
right-of-way of said public highway with the view of obtaining for Maricopa County said private property,
subject to the ratification and approval of this Board.
BE IT FURTHER RESOLVED that the County Attorney be directed and authorized, and he is hereby
directed and authorized, to initiate and prosecute actions and proceedings in the manner required by law to
condemn all property required for right-of-way which cannot be obtained by donation or purchase.

20190609113
ROAD FILE A645
C-64-19-201-M-01
Page 2
sf
3\
PASSED AND ADOPTED by the Board of Supervisors, Maricopa County, Arizona, this day
of 5 wi, 0’
;
ATTEST:
BLO GC Vell
Seal
}
Chairman of the Board of Supervisors
Maricopa County Clerk of the Board
APPROVED AS TO FORM and within the powers
and authority granted under the laws of the State of Arizona
and Maricopa County
CLA mast
Legal Counsel

20190609113
EXHIBIT “A”
OPEN AND DECLARE
ROAD FILE NO. A645
A roadway alignment of varying width, together with all appurtenance rights, being consistent
with the right of way as shown on the right of way plans for Lindsay Road from Tuthill Road to
Rainbow Valley Road of Project Number TT0582, on file with the Maricopa County Department
of Transportation and lying within the Southwest quarter of Section 17, TISN, R2W of the
G&SRB&M, Maricopa County, Arizona.
(General Vicinity: Narramore Road and Tuthill Road and lying in Supervisor District 5 and in an
unincorporated area)

20190609113
EPS
GROUP
Legal Description
For
New Right-of-Way
APN: 304-55-013V
Job No. 17-073 April 3, 2018
A portion of that parcel of land as described in Document Number 20160788677,
records of Maricopa County, Arizona, located in the Northeast Quarter of Section 6,
Township 2 South, Range 6 East of the Gila and Salt River Meridian, Maricopa County,
Arizona, and more particularly described as follows:
Commencing at the center quarter corner of said Section 6, being an aluminum cap,
from which the east quarter corner of said Section 6, being a PK nail bears North 89
degrees 12 minutes 51 seconds East, 2650.53 feet; thence North 89 degrees 12
minutes 51 seconds East, along the east-west midsection line, 2149.43 feet to the
POINT OF BEGINNING;
thence North 11 degrees 17 minutes 55 seconds West, 38.38 feet;
thence North 88 degrees 12 minutes 54 seconds East, 19.10 feet;
thence North 33 degrees 45 minutes 37 seconds East, 10.52 feet;
thence North 11 degrees 53 minutes 15 seconds West, 71.56 feet to a point on a
non-tangent curve, concave northeast, from which the radius point bears North 78
degrees 13 minutes 43 seconds East a distance of 2552.99 feet;
thence northwesterly 213.04 feet along the arc of said curve to the right through a
central angle of 4 degrees 46 minutes 52 seconds;
thence on a non-tangent line North 89 degrees 15 minutes 09 seconds East, 27.05
feet on the westerly line of the existing Lindsay Road right of way, said point being
on a non-tangent curve, concave northeast, from which the radius point bears North
81 degrees 31 minutes 30 seconds East a distance of 3329.01 feet;
thence southeasterly, along said westerly line, 333.30 feet along the arc of said curve
to the left through a central angle of 5 degrees 44 minutes 11 seconds to a point on
said east-west midsection line;
EPS Group, Inc. « 2045 S. Vineyard, Suite 101 « Mesa, AZ 85210
Tel (480) 503-2250 e Fax (480) 503-2258
S:\Projects\2017\17-073\Legal Survey\Title Report\- Parcel 304-55-013V\304-55-013V ROW.docx

20190609113
Gite
thence, along said east-west midsection line not tangent to said curve, South 89
degrees 12 minutes 51 seconds West, 60.55 feet to the POINT OF BEGINNING.
An area containing 10,889 square feet or 0.2500 acres, more or less.
EXPIRES: 3/31/2021
EPS Group, Inc. « 2045 S. Vineyard, Suite 101 e Mesa, AZ 85210
Tel (480) 503-2250 « Fax (480) 503-2258
S:\Projects\2017\17-073\Legal Survey\Title Report\- Parcel 304-55-013V\304-55-013V ROW.docx

20190609113
ND
N.T.S.
304-55-013V
~ |
oe S
ao =
omy, ono a
SHS 64255 10,889 SF:
s2VP 825"
Ao. 83H 0.2500 AC.
=oz Seer eon
28m S208
MSs =2B8
3S ol
“Z >gks
L2
{ _& to
ae
440.55)
2149.43
P.0.C.
EAST QUARTER CORNER
CENTER QUARTER CORNER
SECTION 6, 725, R6E
SECTION 6, 125, R6E
FOUND PK NAIL
FOUND ALUMINUM CAP
GERALD
HUGHES @.
7.0.6. TOWN OF GILBERT T.C.E. TEMPORARY CONSTRUCTION EASEMENT
M.C. MARICOPA COUNTY D.E. — DRAINAGE EASEMENT
APN. ASSESSORS PARCEL NUMBER = P.ULE. PUBLIC UTILITY EASEMENT 72021
EXPIRES: 3/31
R.O.W. RIGHT OF WAY P.0.B. POINT OF BEGINNING
M.C.R, MARICOPA COUNTY RECORD P.0.C. POINT OF COMMENCEMENT
SHEET 1 OF 2
[ EXHIBIT
17-073
APN: 304-55-013V
NEW RIGHT-OF-WAY

20190609113
LINE TABLE LINE TABLE
LINE | BEARING | LENGTH | | UNE | BEARING | LENGTH
Li | NiT17'55"W | 38.38" L4 | NITS3I5"W | 71.56"
L2 | N8812°54"E | 19.10 L5 | N@g4S‘09"E | 27.05"
13 | N33'45'37"E | 10.52 L6 | sagu2’5i"'W | 60.55"
CURVE TABLE
CURVE | LENGTH | RADWS | DELTA | CHORD | CHORD BRG
Cl | 213.04 | 2552.99" | 4:46°52” | 212.98" | Nog'22'51"W
C2 | 33330" | 3329.01 | 5441" | 33317" | S11'20°36"E
EXPIRES: 3/31/2021
SHEET 2 OF 2
EXHIBIT
17-073 iGRS
APN: 304-55-013V
NEW RIGHT-OF-WAY

20190609113
304-56-016)
Right-of-way
THAT PART OF THE NORTHEAST CORNER OF SECTION 7, TOWNSHIP 2 SOUTH, RANGE 6 EAST, OF THE
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE PK NAIL MARKING THE NORTHEAST CORNER OF SAID SECTION 7, FROM WHICH
THE BRASS CAP IN HANDHOLE MARKING THE NORTH QUARTER CORNER OF SAID SECTION 7 BEARS
SOUTH 88°57'07" WEST, 2659.36 FEET;
THENCE SOUTH 88°57'07" WEST, ALONG THE NORTH LINE OF SAID SECTION 7, 922.95 FEET;
THENCE DEPARTING SAID NORTH LINE, SOUTH 01°02'53" EAST, 50.00 FEET TO A POINT ON A LINE
WHICH IS PARALLEL WITH AND 50.00 FEET SOUTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID
NORTH LINE, AND ALSO BEING THE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 01°02'53” EAST, 20.00 FEET TO A POINT ON A LINE WHICH IS PARALLEL
WITH AND 70.00 FEET SOUTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID NORTH LINE;
THENCE SOUTH 88°57'07" WEST, ALONG SAID PARALLEL LINE, 152.72 FEET;
THENCE DEPARTING SAID PARALLEL LINE SOUTH 43°57'07" WEST, 28.28 FEET TO A POINT ON A LINE
WHICH IS PARALLEL WITH AND 90.00 FEET SOUTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID
NORTH LINE;
THENCE SOUTH 88°57'07" WEST, ALONG SAID PARALLEL LINE, 15.78 FEET;
THENCE DEPARTING SAID PARALLEL LINE NORTH 01°02'53" WEST, 40.00 FEET TO A POINT ON ALINE
WHICH IS PARALLEL WITH AND 50.00 FEET SOUTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID
NORTH LINE;
THENCE NORTH 88°57'07" EAST, ALONG SAID PARALLEL LINE, 188.50 FEET TO THE POINT OF
BEGINNING.
CONTAINING 4,286 SQUARE FEET OR 0.098 ACRES, MORE OR LESS.

20190609113
304-55-014A
RIGHT-OF-WAY
THAT PART OF THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 2 SOUTH, RANGE 6 EAST, OF THE
GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT A PK NAIL MARKING THE SOUTHEAST CORNER OF SAID SECTION 6, FROM WHICH A
BRASS CAP IN HANDHOLE MARKING THE SOUTH QUARTER CORNER OF SAID SECTION 6 BEARS SOUTH
88°57'07" WEST, 2659.36 FEET;
THENCE SOUTH 88°57'07" WEST, ALONG THE SOUTH LINE OF SAID SECTION 6, 681.28 FEET;
THENCE DEPARTING SAID SOUTH LINE NORTH 01°02'53" WEST, 33.00 FEET TO A POINT ON A LINE
WHICH IS PARALLEL WITH AND 33.00 FEET NORTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID
SOUTH LINE, ALSO BEING THE POINT OF BEGINNING;
THENCE SOUTH 88°57'07" WEST, ALONG SAID PARALLEL LINE, 233.15 FEET;
THENCE DEPARTING SAID PARALLEL LINE NORTH 01°02'53” WEST, 7.00 FEET, TO A POINT ON A LINE
WHICH IS PARALLEL WITH AND 40.00 FEET NORTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID
SOUTH LINE;
THENCE SOUTH 88°57'07" WEST, ALONG SAID PARALLEL LINE, 30.00 FEET;
THENCE DEPARTING SAID PARALLEL LINE NORTH 01°02'53" WEST, 20.57 FEET;
THENCE SOUTH 83°00'44" EAST, 43.45 FEET;
THENCE NORTH 88°56'54" EAST, 70.14 FEET;
THENCE NORTH 25°31'30" EAST, 13.98 FEET TO A POINT A LINE WHICH IS PARALLEL WITH AND 67.00
FEET NORTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID SOUTH LINE;
THENCE NORTH 88°57'07" EAST, ALONG SAID PARALLEL LINE, 42.25 FEET;
THENCE DEPARTING SAID PARALLEL LINE SOUTH 27°37'15" EAST, 13.98 FEET;
THENCE NORTH 88°57'17" EAST, 82.03 FEET;
THENCE SOUTH 32°36'36" EAST, 25.23 FEET TO THE POINT OF BEGINNING.
CONTAINING 6,043 SQUARE FEET OR 0.139 ACRES, MORE OR LESS.
OF WHICH;
1,617 SQUARE FEET OR 0.037 ACRES, MORE OR LESS IS HIGHWAY EASEMENT
AND
4,426 SQUARE FEET OR 0.102 ACRES, MORE OR LESS IS NEW RIGHT OF WAY.

20190609113
304-56-016H
RIGHT-OF-WAY
THAT PART OF THE NORTHEAST CORNER OF SECTION 7, TOWNSHIP 2 SOUTH, RANGE 6 EAST, OF THE
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE PK NAIL MARKING THE NORTHEAST CORNER OF SAID SECTION 7, FROM WHICH
THE BRASS CAP IN HANDHOLE MARKING THE NORTH QUARTER CORNER OF SAID SECTION 8 BEARS
SOUTH 88°57'07" WEST, 2659.36 FEET;
THENCE SOUTH 88°57'07" WEST, ALONG THE NORTH LINE OF SAID SECTION 7, 631.12 FEET;
THENCE DEPARTING SAID NORTH LINE SOUTH 01°02'53" EAST, 50.00 FEET TO A POINT ON A LINE
WHICH IS PARALLEL WITH AND 50.00 FEET SOUTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID
NORTH LINE, AND ALSO BEING THE POINT OF BEGINNING;
THENCE SOUTH 32°05'43” EAST, 23.34 FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 70.00
FEET SOUTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID NORTH LINE;
THENCE SOUTH 88°57'07" WEST, ALONG SAID PARALLEL LINE, 303.86 FEET;
THENCE DEPARTING SAID PARALLEL LINE NORTH 01°02'53" WEST, 20.00 FEET TO A POINT ON A LINE
WHICH IS PARALLEL WITH AND 50.00 FEET SOUTHERLY, AS MEASURED AT RIGHT ANGLES, FROM SAID
NORTH LINE;
THENCE NORTH 88°57'07" EAST, ALONG SAID PARALLEL LINE, 291.82 FEET TO THE POINT OF
BEGINNING.
CONTAINING 5,957 SQUARE FEET OR 0.137 ACRES, MORE OR LESS.

20190609113
304-55-016Q
RIGHT-OF-WAY
THAT PART OF THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 2 SOUTH, RANGE 6 EAST, OF THE
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT A PK NAIL MARKING THE SOUTHEAST CORNER OF SAID SECTION 6, FROM WHICH A
PK NAIL MARKING THE EAST QUARTER CORNER OF SAID SECTION 6 BEARS NORTH 00°06'35" WEST,
2619.33 FEET;
THENCE NORTH 00°06'35" WEST, ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER, 949.11 FEET;
THENCE DEPARTING SAID EAST LINE SOUTH 89°53'25" WEST, 55.16 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 89°04'S7" WEST, 3.50 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE
LEFT HAVING A RADIUS OF 3,215.54 FEET, FROM WHICH THE CENTER BEARS SOUTH 89°19'15" WEST;
THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°12'01", AN ARC LENGTH OF 11.25
FEET;
THENCE NORTH 50°29'23" WEST, 12.44 FEET;
THENCE NORTH 01°26'12" WEST, 47.54 FEET;
THENCE NORTH 47°36'59" EAST, 12.42 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE
LEFT HAVING A RADIUS OF 3,215.54 FEET, FROM WHICH THE CENTER BEARS SOUTH 87°58'59" WEST;
THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°20'43", AN ARC LENGTH OF 19.38
FEET TO A POINT KNOWN HEREINAFTER REFERRED TO AS POINT A;
THENCE CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00°04'19", AN ARC LENGTH
OF 4.04 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF
3212.94 FEET, FROM WHICH THE CENTER BEARS SOUTH 86°06'24" WEST;
THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 04°11'35", AN ARC
LENGTH OF 235.13 FEET;
THENCE NORTH 10°25'21" WEST, 22.75 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A
RADIUS OF 155.00 FEET;
THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°50'08", AN ARC LENGTH OF 4.97 FEET;
THENCE NORTH 89°04'57" EAST, 11.19 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE
RIGHT HAVING A RADIUS OF 3219.04 FEET, FROM WHICH THE CENTER BEARS SOUTH 82°54'03" WEST;
THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 06°25'11", AN ARC LENGTH OF 360.67
FEET TO THE POINT OF BEGINNING.
CONTAINING 2,683 SQUARE FEET OR 0.062 ACRES, MORE OR LESS.

20190609113
THERE SHALL BE NO RIGHT OR EASEMENT OF ACCESS TO, FROM OR BETWEEN LINDSAY ROAD FROM
THE NORTH LINE OF THE PARCEL DESCRIBED IN DOC. 2006-1310046, M.C.R. AND POINT A.

20190609113
Gite
Legal Description
For
New Right-of-Way
APN: 304-55-013V
Job No. 17-073 April 3, 2018
A portion of that parcel of land as described in Document Number 20160788677,
records of Maricopa County, Arizona, located in the Northeast Quarter of Section 6,
Township 2 South, Range 6 East of the Gila and Salt River Meridian, Maricopa
County, Arizona, and more particularly described as follows:
Commencing at the center quarter corner of said Section 6, being an aluminum
cap, from which the east quarter corner of said Section 6, being a PK nail bears
North 89 degrees 12 minutes 51 seconds East, 2650.53 feet; thence North 89
degrees 12 minutes 51 seconds East, along the east-west midsection line, 2149.43
feet to the POINT OF BEGINNING;
thence North 11 degrees 17 minutes 55 seconds West, 38.38 feet;
thence North 88 degrees 12 minutes 54 seconds East, 19.10 feet;
thence North 33 degrees 45 minutes 37 seconds East, 10.52 feet;
thence North 11 degrees 53 minutes 15 seconds West, 71.56 feet to a point on a
non-tangent curve, concave northeast, from which the radius point bears North 78
degrees 13 minutes 43 seconds East a distance of 2552.99 feet;
thence northwesterly 213.04 feet along the arc of said curve to the right through a
central angle of 4 degrees 46 minutes 52 seconds;
thence on a non-tangent line North 89 degrees 15 minutes 09 seconds East, 27.05
feet on the westerly line of the existing Lindsay Road right of way, said point being
on a non-tangent curve, concave northeast, from which the radius point bears
North 81 degrees 31 minutes 30 seconds East a distance of 3329.01 feet;
thence southeasterly, along said westerly line, 333.30 feet along the arc of said
curve to the left through a central angle of 5 degrees 44 minutes 11 seconds to a
point on said east-west midsection line;
EPS Group, Inc. « 2045 S. Vineyard, Suite 101 e Mesa, AZ 85210
Tel (480) 503-2250 e Fax (480) 503-2258
C:\Program Files (x86)\neevia.com\docConverterPro\temp\NVDC\291C9E97-C042-4F01-AB49-
8B790861A05E\209266.docx

20190609113
EPS
GROUP
thence, along said east-west midsection line not tangent to said curve, South 89
degrees 12 minutes 51 seconds West, 60.55 feet to the POINT OF BEGINNING.
An area containing 10,889 square feet or 0.2500 acres, more or less.
EXPIRES: 3/31/2021
EPS Group, Inc. e 2045 S. Vineyard, Suite 101 e Mesa, AZ 85210
Tel (480) 503-2250 e Fax (480) 503-2258
C:\Program Files (x86)\neevia.com\docConverterPro\temp\NVDC\291C9E97-C042-4F01-AB49-
8B790861A05E\209266.docx

20190609113
EXHIBIT B
LEGAL DESCRIPTION FOR
PARCEL NO. 304-56-016J
RIGHT OF WAY
NORTH QUARTER CORNER P.O.C.
SECTION 7 TOWNSHIP 2 SOUTH NORTHEAST CORNER
RANGE 6 EAST SECTION 7 TOWNSHIP 2 SOUTH
RANGE 6 EAST
GERMANN ROAD
$88° 57' 07"W_2659.36" _,
a =~ — |
nt 1736.41 990.95.
Lu
|b
_
3|'8
arn
BIO
P.O.B o
————— N88° 57' O7"E Lu
A .
N S88° 57'07"W
Ka
LINE TABLE
THIS EXHIBIT 1S FOR GRAPHICAL LINE | LENGTH | BEARING ZN
REPRESENTATION ONLY. ITS INTENT IS
Lt 28.28 S43° —— 57" O7"'W
TO BE USED SOLELY IN CONJUNCTION | |
WITH THE ATTACHED LEGAL DESCRIPTION 12 | 1578 | sea°s7-o7"w
AND DOES NOT CONSTITUTE A
BOUNDARY SURVEY. 4" = 30'
Title: RIGHT OF WAY
Project #: 09009064
MICHAEL J. .
WORMLEY Date: 01/31/2018 FR
«
Scale: 1"=20 CONSUL TING
LAND SURVEY § MAPPING SOLUTIONS
ie2ea N. STAOCEM DF. * TEMPE AZ ese2ea!
Page: . 3 of 4 WWVW.RLFCONSULTING.COM «© «1B0-~d46-01I80

20190609113
EXHIBIT B
LEGAL DESCRIPTION FOR
PARCEL NO, 304-56-016H
RIGHT OF WAY
NORTH QUARTER CORNER P.O.C.
SECTION 7 TOWNSHIP 2 SOUTH NORTHEAST CORNER
RANGE 6 EAST SECTION 7 TOWNSHIP 2 SOUTH
. RANGE 6 EAST
GERMANN ROAD
$88° 57'07"W 2659.36"
__ ~P~
2028.24" 631.12
Wu
38
as
7)
P.0.B
-N88° 67" 07"E ,
z A NS
291.827
C4
Ble
ML he
N
o
S $88" 57 O7'W
THIS EXHIBIT |S FOR GRAPHICAL
REPRESENTATION ONLY, ITS INTENT IS
TO BE USED SOLELY IN CONJUNCTION
WITH THE ATTACHED LEGAL DESCRIPTION
AND DOES NOT CONSTITUTE A
BOUNDARY SURVEY. t= 30!
Title: RIGHT OF WAY te, *
Project # 09009064
Date; 42/19/2017 FR | a
CONSULTING
Scale: 7" = 30! eae SE A PP
LAND SURVEY © MAPPING SGUUTIONS
124 N. STAOEM PR 6 THEME AZ Bagel
Page: 2of ao WWV.RLFECONSULTINGCOM « “80-~44c-aIEeR
| _ EXPIRES 09/30/20 |

20190609113
EXHIBIT B
LEGAL DESCRIPTION FOR
LINE TABLE PARCEL NO. 304-55-014A
RIGHT OF WAY
LINE | LENGTH BEARING |
Li 33.00 | NO1° 02’ 53"W
L2 7.00 NO7° 02' 53"W
L3 30.00 | S88° 57'07"W N.T.S,
L4 20.57 | NO1° 02' 53"°W
L5 43.45 S83° 00' 44"E
Le | 70.14 | N88° 56! 54"E 7.00' EASEMENT FOR HIGHWAY —
PURPOSES
L7 | 13.98 | N25°31'30°E DCKT. 5727, PG. 266
L8 . 13.98 $27° a 37' 4 15"E it] DOC. 1965-0104612
MCR.
L9 25.23 $32° 36' 36"E
\
N88° 57' 07"E
\
ye N88° 57! 17°E
ZZ
Ls AK Ze Za 2 Ze La
vA — om
s
P.O.B~/_
si
— V\ W
= Sae° 57 07 2659.36
GERMANN ROAD
SOUTH QUARTER CORNER P.O.C,
SECTION 6 TOWNSHIP 2 SOUTH SOUTHEAST CORNER
RANGE 6 EAST SECTION 6 TOWNSHIP 2 SOUTH
RANGE 6 EAST
THIS EXHIBIT IS FOR GRAPHICAL REPRESENTATION ONLY.
ITS INTENT IS TO BE USED SOLELY IN CONJUNCTION WITH
THE ATTACHED LEGAL DESCRIPTION AND DOES NOT
CONSTITUTE A BOUNDARY SURVEY.
Title: RIGHT OF WAY
ey —— »
x -
Project #: 09009064 SS
| ~
5	1	44	1	2	6	2202	2727	64	65	12.388153	/Ni
4	1	44	1	3	0	398	2752	1372	121	-1	
5	1	44	1	3	1	398	2801	159	42	0.000000	WORMLEY
5	1	44	1	3	2	764	2794	96	33	92.812683	Date:
5	1	44	1	3	3	956	2797	189	30	48.910294	08/29/2018
5	1	44	1	3	4	1560	2752	171	121	95.227104	FR
5	1	44	1	3	5	1754	2757	16	112	60.879116	|
5	1	44	1	3	6	2220	2801	37	57	53.588966	A
2	1	45	0	0	0	763	2887	1347	45	-1	
3	1	45	1	0	0	763	2887	1347	45	-1	
4	1	45	1	1	0	763	2887	1347	45	-1	
5	1	45	1	1	1	763	2897	115	34	84.732109	Scale:
5	1	45	1	1	2	957	2901	94	30	66.051666	N.T.S
5	1	45	1	1	3	1565	2887	338	45	81.081184	CONSUL
5	1	45	1	1	4	1934	2887	176	37	81.081184	TING
2	1	46	0	0	0	765	2935	1502	113	-1	
3	1	46	1	0	0	765	2935	1502	109	-1	
4	1	46	1	1	0	1565	2935	702	15	-1	
5	1	46	1	1	1	1561	2929	52	28	37.085491	‘eae
5	1	46	1	1	2	1619	2929	61	28	0.000000	eer
5	1	46	1	1	3	1717	2929	36	28	8.330641	OTE
5	1	46	1	1	4	1768	2929	155	28	18.155451	nA
4	1	46	1	2	0	1567	2957	692	17	-1	
5	1	46	1	2	1	1567	2957	95	17	95.453262	LAND
5	1	46	1	2	2	1679	2957	142	16	88.166451	SURVEY
5	1	46	1	2	3	1849	2957	10	12	68.010124	¢
5	1	46	1	2	4	1892	2957	151	16	62.884792	MAPPING
5	1	46	1	2	5	2062	2957	197	17	94.804314	SOLUTIONS
4	1	46	1	3	0	1565	2989	695	16	-1	
5	1	46	1	3	1	1565	2989	54	15	19.634113	(21
5	1	46	1	3	2	1635	2989	27	15	19.634113	N.
5	1	46	1	3	3	1678	2989	132	15	31.521915	STAREM
5	1	46	1	3	4	1826	2989	48	15	65.528824	OM
5	1	46	1	3	5	1915	2992	11	11	41.210613	¢
5	1	46	1	3	6	1959	2989	111	15	81.335411	TEMPE
5	1	46	1	3	7	2087	2989	43	15	81.706718	AZ
5	1	46	1	3	8	2167	2989	93	16	0.000000	BSee
4	1	46	1	4	0	765	2999	1495	49	-1	
5	1	46	1	4	1	765	2999	106	49	96.401245	Page:
5	1	46	1	4	2	957	3005	19	30	93.573654	3
5	1	46	1	4	3	988	3005	33	31	93.573654	of
5	1	46	1	4	4	1032	3005	19	30	96.520966	3
5	1	46	1	4	5	1567	3020	407	17	17.966375	WWW.ALFCONSULTINGCOM
5	1	46	1	4	6	2011	3024	11	12	29.748825	+6
5	1	46	1	4	7	2048	3021	212	16	0.000000	—80—-1-2I8o
2	1	47	0	0	0	954	3040	99	6	-1	
3	1	47	1	0	0	954	3040	99	6	-1	
4	1	47	1	1	0	954	3040	99	6	-1	
5	1	47	1	1	1	954	3040	99	6	95.000000	 
2	1	48	0	0	0	1529	2534	14	529	-1	
3	1	48	1	0	0	1529	2534	14	529	-1	
4	1	48	1	1	0	1529	2534	14	529	-1	
5	1	48	1	1	1	1529	2534	14	529	95.000000	 
2	1	49	0	0	0	270	2540	410	511	-1	
3	1	49	1	0	0	270	2540	410	511	-1	
4	1	49	1	1	0	270	2540	410	511	-1	
5	1	49	1	1	1	270	2540	410	511	95.000000	 
2	1	50	0	0	0	713	2534	16	528	-1	
3	1	50	1	0	0	713	2534	16	528	-1	
4	1	50	1	1	0	713	2534	16	528	-1	
5	1	50	1	1	1	713	2534	16	528	95.000000	 
2	1	51	0	0	0	2483	1061	11	666	-1	
3	1	51	1	0	0	2483	1061	11	666	-1	
4	1	51	1	1	0	2483	1061	11	666	-1	
5	1	51	1	1	1	2483	1061	11	666	95.000000	 
2	1	52	0	0	0	2277	304	43	2752	-1	
3	1	52	1	0	0	2277	304	43	2752	-1	
4	1	52	1	1	0	2277	304	43	2752	-1	
5	1	52	1	1	1	2277	304	43	2752	95.000000	 
2	1	53	0	0	0	239	3037	2058	37	-1	
3	1	53	1	0	0	239	3037	2058	37	-1	
4	1	53	1	1	0	239	3037	2058	37	-1	
5	1	53	1	1	1	239	3037	2058	37	95.000000
MICHAEL J —_—_<

20190609113
EXHIBIT B
LEGAL EXHIBIT FOR
PARCEL NO. 304-55-016Q
RIGHT OF WAY
EAST QUARTER CORNER
SECTION 6 TOWNSHIP 2 SOUTH
RANGE 6 EAST
‘>! Lu
MATCH LINE SEE SHEET 4
—
=
?
_
POINT *A" aN! ay 8
2 Lie
218 O
y o Z
CAS > 5
s Z Z
N.T.S
P.O.B
g =
LS} \ =
2 Hus 6
@
L2 J)
5 P.O.C.
x SOUTHEAST CORNER
SECTION 6 TOWNSHIP 2 SOUTH
’
GERMANN ROAD RANGE 6 EAST
THIS EXHIBIT IS FOR GRAPHICAL
LEGEND
REPRESENTATION ONLY. ITS INTENT IS TO BE
USED SOLELY IN CONJUNCTION WITH THE RIGHT OF WAY
ATTACHED LEGAL DESCRIPTION AND DOES
NOT CONSTITUTE A BOUNDARY SURVEY. WLI =) ACCESS CONTROL
Title: RIGHT OF WAY
Project #: 09009064
Date: 08/06/2018
Scale: NTS. CONSULTING
LAND SURVEY * MAPRING SOLUTIONS
i2itN. STAcemM DR. ¢ TEMPEH AZ Best
Page: 30f6 WWW.ALECONSULTINGCOM «¢ 4e0—dt-men