Exhibit B - Easement

City of Chandler — Regular Meeting (2024-05-23)

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EXHIBIT “B”
SRP Easement

WHEN RECORDED MAIL TO:

SALT RIVER PROJECT
Land Department/PAB 10W
P. O. Box 52025

Phoenix, Arizona 85072-2025

EXEMPT PURSUANT TO
ALRS. §§ 11-1134(A)(2) and (A)(3)

POWER DISTRIBUTION EASEMENT

Maricopa County Agt. CLB
Parcel # 303-42-022C Job # LJ97686/T3527218
NW %, SEC. 14, T02S, ROSE wep c JEP
R/W#
THE CITY OF CHANDLER,

an Arizona municipal corporation

hereinafter called Grantor, for and in consideration of the sum of Ten Dollars, and other valuable
consideration, receipt and sufficiency of which are hereby acknowledged, does hereby grant and convey to
SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT AND POWER DISTRICT, an
agricultural improvement district organized and existing under the laws of the State of Arizona, and its
successors and assigns, hereinafter called Grantee, for use by Grantee and Grantee’s employees, contractors,
licensees, and invitees, a non-exclusive easement to construct, install, reconstruct, replace, remove, repair,
operate and maintain underground electrical conduits and conductors, pipes, cables, switching equipment,
transformers, pad-mounted equipment, enclosures, manholes, vaults, and all other appliances,
appurtenances and fixtures (collectively, “Eacilities”) for the transmission and distribution of electricity,
communication signals and data, and for all other purposes connected therewith at such locations and
elevations, in, upon, over, under, across, through and along the Easement Parcel (defined below), as Grantee
may now or hereafter deem convenient or necessary from time to time, together with the right of access to
and from the Easement Parcel, over, across, through and along Grantor's Property (defined below)
(collectively, the “Easement”). Grantee is hereby authorized to permit others to use the Easement for
additional Facilities jointly with or separately from the Grantee for their purposes.

The lands in, upon, over, under, across, through and along which the Easement is granted are situated
in the County of Maricopa, State of Arizona, and are more particularly described as:

Grantor's Property:
A portion of the Northwest quarter of Section 14, Township 02 South, Range 05 East of the Gila and

Salt River Base and Meridian, Maricopa County, Arizona, being more particularly described in
WARRANTY DEED Instrument 2006-0626729 records of Maricopa County, Arizona.

Easement Parcel:
See Exhibit “A” Attached Hereto and Made a Part Hereof

CAUTION: Facilities placed within the Easement Parcel may contain high voltage electrical
equipment. Notice is hereby given that the location of underground electrical conductors or facilities
must be verified as required by Arizona Revised Statutes, Section 40-360.21, et seq., Arizona Blue Stake
Law, prior to any excavation.

The Easement is governed by the following terms and conditions:

1. Modification of Easement Parcel. Grantor acknowledges that field conditions may result in the
Facilities being installed within Grantor’s Property in a location that is not within the Easement Parcel.
Promptly after discovering the construction or installation of any Facilities outside of the Easement Parcel,
Grantee shall obtain Grantor’s agreement with and execution of an amendment to this Easement modifying
the legal description of the Easement Parcel to reflect the actual location of the Facilities (the
“Amendment”). Upon the recordation of the Amendment, such revised legal description shall have the
same force and effect, and create the same priority of interest, as if recorded concurrently with this
instrument. Grantor may consent to the execution and recordation of the Amendment through the exercise
of its sole discretion.

2. Prohibited Activities. Grantor shall not, whether directly or indirectly by granting permission,
construct, install, or place any building or other structure, plant any trees, drill any wells, store materials of
any kind, or alter the ground level, within the Easement Parcel. This paragraph 2 does not prohibit the use
of the Easement Parcel for such purposes as landscaping (except trees), paved parking, sidewalks and/or
driveways, provided that such use is otherwise in accordance with the terms of this Easement, and does not
interfere with the efficient operation and maintenance of the Facilities, including access thereto. To obtain
clarification as to whether or not a particular construction activity is prohibited by the first sentence of this
paragraph 2, Grantor may request Grantee’s prior written approval to grade or install improvements
(“Work”) within the Easement Parcel by submitting all construction, grading, or other development plans,
as applicable, describing the proposed Work. Grantee may grant or deny such approval through the exercise
of Grantee’s sole discretion, provided that Grantee’s review and right to approve shall be limited to whether
the proposed Work conflicts with the existing Facilities, including access thereto. Any such approval is
hereby subject to Grantor complying with all other provisions of this Easement.

3. Clear Areas. Grantor shall maintain a clear area that extends 3.00 feet from and around all edges of
all transformer pads and other equipment pads, and a clear area that extends 12.00 feet immediately in front
of all transformer and other equipment openings (“Clear Areas”). No improvements, fixtures, trees, shrubs,
or other obstructions shall be placed within the Clear Areas. Grantee shall have the right (but not the
obligation) to remove any obstructions within the Clear Areas.

4, Additional Grantee Rights. Grantee shall have the right (but not the obligation) to trim, cut and clear
away trees, brush or other vegetation on, or which encroaches into, the Easement Parcel or the Clear Areas,
whenever in its judgment the same shall be necessary for the convenient and safe exercise of the rights
herein granted. Grantor agrees that any fences or walls which now cross or hereafter cross Grantor’s
Property will not prevent Grantee’s access to the Easement Parcel or the Facilities. Grantor further agrees
that Grantee can use gates on all such fences or walls for such access.

Page 2 of 4

5. Perpetual Nature of Easement. The Easement, and Grantee’s rights hereunder, shall be perpetual,
and shall not terminate until, and unless abandoned through the recordation of a document formally
abandoning the Easement, which references this instrument and is executed and acknowledge by Grantee.
Upon such recordation, all Grantee's rights hereunder shall cease, except the right to remove any and all
property placed upon the Easement Parcel within a reasonable time subsequent to such abandonment.

6. Successors and Assigns. The benefits and burdens, and the covenants and agreements herein set
forth shall run with and burden the land and shall extend and inure in favor and to the benefit of, and shall
be binding on Grantor and Grantee and their successors and assigns.

7. Rights and Remedies Cumulative. The rights and remedies hereunder are cumulative, and the
exercise of any one or more of such rights or remedies shall not preclude the exercise, at the same or different
times, of any other right or remedy available.

8. Private Use. The provisions of this instrument are not intended to and do not constitute a public
utility easement or any other grant, dedication, or conveyance for public use of the Easement Parcel.

9. Warranty of Title. Grantor represents and warrants that: (i) fee simple title to the Grantor’s Property
and Easement Parcel is vested in Grantor, and (ii) Grantor has full power and authority to grant the Easement
and to perform its obligations under this instrument.

10. Authority to Bind Grantor. The individual executing this instrument represents and warrants: (i)
that he or she is authorized to do so on behalf of Grantor, and (ii) that he or she has full legal power and
authority to bind Grantor in accordance with the terms herein and, if necessary, has obtained all required
consents or delegations of such power and authority (whether from any partner, owner, spouse, shareholder,
director, member, manager, creditor, investor, developer, governmental authority, judicial or administrative
body, association, or other person or entity).

REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK

Page 3 of 4

IN WITNESS WHEREOF, THE CITY OF CHANDLER, an Arizona municipal corporation has
caused its name to be executed by its duly authorized representative(s), this day of

>

THE CITY OF CHANDLER,
an Arizona municipal corporation

By

Its

By

Its

STATE OF )
) ss

COUNTY OF )

The foregoing instrument was acknowledged before me this day of
> by and
, as
and , respectively, of THE CITY OF

CHANDLER, an Arizona municipal corporation on behalf of such corporation.

Notary Public

APPROVED AS TO FORM

SITY ATTORNEY My Commission Expires

Legal Approved Form_03-10-2023_ mcm

Page 4 of 4

EXHIBIT ”A”
SRP JOB NUMBER: 13527218 DATE: 04-16-2024
SRP JOB NAME: AMAZON DPX7 EV PRIMARY METER PAGE: 1 OF 9
TTRRSS: 02S05E14

AN EASEMENT WITHIN A PARCEL OF LAND AS DESCRIBED IN DOCUMENT 2006-0626729 MARICOPA COUNTY
RECORDER (MCR) LOCATED IN THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 2 SOUTH, RANGE 5 EAST
OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS;

COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 14, BEING A BRASS CAP FLUSH, FROM WHICH
THE NORTH QUARTER CORNER OF SAID SECTION 14, BEING A BRASS CAP FLUSH, BEARS NORTH 88 DEGREES 49
MINUTES 55 SECONDS EAST, A DISTANCE OF 2647.39 FEET (BASIS OF BEARINGS);

THENCE ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 14, NORTH 88 DEGREES 49
MINUTES 55 SECONDS EAST, A DISTANCE OF 603.34 FEET TO THE NORTHWEST CORNER OF SAID PARCEL;

THENCE SOUTH 51 DEGREES 10 MINUTES 58 SECONDS EAST, A DISTANCE OF 124.50 FEET TO THE SOUTH LINE
OF AN SALT RIVER PROJECT (SRP) EASEMENT AS DESCRIBED IN DOCUMENT 2011-0448954 MCR AND THE POINT
OF BEGINNING;

THENCE ALONG THE SOUTH LINE OF SAID SRP EASEMENT, NORTH 88 DEGREES 49 MINUTES 55 SECONDS EAST,
A DISTANCE OF 8.00 FEET TO THE NORTHWEST CORNER OF AN 8.00 FOOT SRP EASEMENT AS DESCRIBED IN
DOCUMENT 2011-0448956 MCR;

THENCE ALONG THE WESTERLY LIMITS OF SAID SRP EASEMENT, SOUTH 01 DEGREES 09 MINUTES 57 SECONDS
EAST, A DISTANCE OF 28.51 FEET;

THENCE ALONG THE SOUTHERLY LIMITS OF SAID SRP EASEMENT, NORTH 88 DEGREES 49 MINUTES 55 SECONDS
EAST, A DISTANCE OF 8.00 FEET;

THENCE SOUTH 39 DEGREES 35 MINUTES 14 SECONDS WEST, A DISTANCE OF 12.25 FEET;
THENCE SOUTH 01 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 62.45 FEET;
THENCE NORTH 88 DEGREES 50 MINUTES 03 SECONDS EAST, A DISTANCE OF 86.00 FEET;
THENCE SOUTH 01 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 8.00 FEET;

THENCE SOUTH 88 DEGREES 50 MINUTES 03 SECONDS WEST, A DISTANCE OF 86.00 FEET;

THENCE SOUTH 01 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 34.03 FEET TO THE BEGINNING OF
A CURVE, CONCAVE WESTERLY, AND HAVING A RADIUS OF 350.00 FEET;

EXHIBIT ”A”
SRP JOB NUMBER: T3527218 DATE: 04-16-2024
SRP JOB NAME: AMAZON DPX7 EV PRIMARY METER PAGE: 2 OF 9
TTRRSS: 02S05E14

THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 52 DEGREES 59 MINUTES 00
SECONDS, AN ARC LENGTH OF 323.66 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE
SOUTHEASTERLY AND HAVING A RADIUS OF 470.00 FEET;

THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 10 DEGREES 25 MINUTES 03
SECONDS, FOR AN ARC LENGTH OF 85.46 FEET;

THENCE SOUTH 49 DEGREES 05 MINUTES 16 SECONDS EAST, A DISTANCE OF 86.00 FEET;
THENCE SOUTH 40 DEGREES 54 MINUTES 44 SECONDS WEST, A DISTANCE OF 8.00 FEET;

THENCE NORTH 49 DEGREES 05 MINUTES 16 SECONDS WEST, A DISTANCE OF 6.00 FEET TO THE BEGINNING OF
A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 390.00 FEET WHICH BEARS
SOUTH 49 DEGREES 40 MINUTES 31 SECONDS EAST;

THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 41 DEGREES 34 MINUTES 37
SECONDS, FOR AN ARC LENGTH OF 283.01 FEET;

THENCE SOUTH 01 DEGREES 15 MINUTES 09 SECONDS EAST, A DISTANCE OF 6.88 FEET TO THE SOUTHERLY
BOUNDARY OF SAID PARCEL;

THENCE ALONG SAID SOUTHERLY BOUNDARY, SOUTH 88 DEGREES 45 MINUTES 09 SECONDS WEST, A DISTANCE
OF 8.00 FEET;

THENCE NORTH 01 DEGREES 15 MINUTES 09 SECONDS WEST, A DISTANCE OF 6.88 FEET TO THE BEGINNING OF
CURVE, CONCAVE EASTERLY, AND HAVING A RADIUS OF 398.00 FEET;

THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 41 DEGREES 35 MINUTES 20
SECONDS, FOR AN ARC LENGTH OF 288.89 FEET;

THENCE NORTH 49 DEGREES 05 MINUTES 16 SECONDS WEST, A DISTANCE OF 80.00 FEET TO THE BEGINNING OF
A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, AND HAVING A RADIUS OF 478.00 FEET WHICH BEARS
SOUTH 49 DEGREES 34 MINUTES 31 SECONDS EAST; ‘

THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 11 DEGREES 23 MINUTES 05
SECONDS, FOR AN ARC LENGTH OF 94.98 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE
NORTHWESTERLY, AND HAVING A RADIUS OF 342.00 FEET;

THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 52 DEGREES 59 MINUTES 00
SECONDS, FOR AN ARC LENGTH OF 316.26 FEET;

EXHIBIT ”A”
SRP JOB NUMBER: T3527218 DATE: 04-16-2024
SRP JOB NAME: AMAZON DPX7 EV PRIMARY METER PAGE: 3 OF 9
TTRRSS: 02S05E14

THENCE NORTH 01 DEGREES 09 MINUTES 57 SECONDS WEST, A DISTANCE OF 142,27 FEET TO THE POINT OF
BEGINNING.

SAID EASEMENT CONTAINS AN AREA OF 8207.80 SQUARE FEET, OR 0.20 ACRE, MORE OR LESS.

END OF DESCRIPTION

EXHIBIT

// //
A

QUEEN CREEK ROAD
a Sy
| LEGEND
; SHE aea-a-a SECTION AND CENTERLINE
2| ie PROPERTY LINE
=| &
wl. (14) —-—-—- Je — — — — = LIMITS OF EASEMENT
il 1
a Bf —--——- EXISTING EASEMENT
ol ' iS
=; | |
| ee tetas TIE LINE
| ) SECTION CORNER AS NOTED
ns 4
OCOTILLIO ROAD
VICINITY MAP_(NTS)
125. RSE
G&SRM
ABBREVIATION TABLE
APN ASSESSOR‘ PARCEL NUMBER
LVI LAST VISUAL INSPECTION
(M) MEASURED
CR MARICOPA COUNTY RECORDER
NTS NOT TO SCALE
SRP SALT RIVER PROJECT
BASIS OF BEARINGS:
BASED ON THE MARICOPA COUNTY
COW DISTORTION PROJECTION
COORDINATE SYSTEM.
CAUTION

THE EASEMENT LOCATION AS HEREON DELINEATED MAY CONTAIN HIGH VOLTAGE ELECTRICAL EQUIPMENT, NOTICE
IS HEREBY GIVEN THAT THE LOCATION OF UNDERGROUND ELECTRICAL CONDUCTORS OR FACILITIES MUST BE
VERIFIED AS REQUIRED BY ARIZONA REVISED STATUTES. SECTION 40-380.21, ET. SEQ.. ARIZONA BLUE STAKE

LAW,

PRIOR TO ANY EXCAVATION.

NOTES

THIS EXHIBIT IS INTENDED TO ACCOMPANY AN EASEMENT. ALL

PARCELS SHOWN WERE PLOTTED FROM RECORD INFORMATION, AND

NO ATTEMPT HAS BEEN MADE TO VERIFY THE LOCATION OF ANY
BOUNDARIES SHOWN. THIS 1S NOT AN ARIZONA BOUNDARY SURVEY.

ALL ELECTRIC LINES SHOWN ARE MEASURED
TO THE WINDOW OF THE EQUIPMENT PAD
UNLESS OTHERWISE NOTED.

SALT RIVER PROJECT
AGRICULTURAL IMPROVEMENT & POWER DISTRICT

=
COLTRH

SNE SURVEY DIVISION
LAND DEPARTMENT

1.0. NUMBER: 13527218 SCALE: NTS

L.d. NUMBER: 97686 SHEET: 4 OF 9

AGENT: BALTRUS SHEET SIZE: 8.5"x11”
DRAWN: TODARO REVISION: 0

CHECKED BY: GOREHAM CREW CHIEF: PETERSON

DATE: 04-16-2024 JEPIFIELD DATE: 03-15-2024

AMAZON DPX7 EV
PRIMARY METER
NW 174 SECTION 14
T.2 S.. R.5 E.
8.1 SOUTH 28.1 EAST

EXHIBIT

NORTHWEST CORNER SECTION 14
FND BRASS CAP FLUSH

// //
A

NORTH 1/4 CORNER SECTION 14
FOUND BRASS CAP FLUSH

Ng8°49'55"E 2647.39/(M) (BASIS OF BEARING) oo . 4
603.34" Weeutetie) 120.38" a) eer
SRP EASEMENT
} IL 2011-0448954 MCR
SEE DETAIL
: SHEET 6 THRU 9
al (AIRPORT. BOULEVARD
3} ,? CENTERLINE
a
Fel o/
i /
3:
| APN 303-42-022¢
PART OF
2006-0626729 MCR @)
|
, ;
| 186.42’ 7 276.65’ | 8:00 853.10 =
aa Ngee 45'09"E 1137.75 NORTH
LINE TABLE
BEARING | DISTANCE
Li | $51°10'58"E | 124.50"

|
LINE
|
|
|

SALT RIVER PROJECT
AGRICULTURAL IMPROVEMENT & POWER DISTRICT

CS82e% SURVEY DIVISION
LAND DEPARTMENT

1.0. NUMBER: 13527218 SCALE: NTS

L.J. NUMBER: 97686 SHEET: 5 OF 9

AGENT: BALTRUS SHEET SIZE: 8.5"x11"
DRAWN: TODARO REVISION: 0

CHECKED BY: GOREHAM CREW CHIEF: PETERSON

DATE: 04-16-2024

JEP|FIELD DATE: 03-15-2024

AMAZON DPX? EV
PRIMARY METER
NW 1/74 SECTION 14
T.2 Se.» R.5 E.
8.1 SOUTH 28.1 EAST

POINT OF BEGINNING’ ! |
el

| SRP EASEMENT
2011-0448954 MCR

[7 F-SRP_ EASEMENT

20110448956 MCR
Ls

I
l
I % |
wv
me |
1 | |
| |
no1°09'57"W A h_soteog’57"E |
142.27! | 62.45' fr
| |
|
|

AIRPORT BOULEVARD

~"$68°50'03"W 86.

|
S01°09'57"E
ri 03"

|
|
|
|

| 40'

RADIUS= 342.00! |
DELTA= 52°59'00" | |
LENGTH= 316.26' |
| i
IK RADIUS= 350,00"
DELTA= 52°59'00"
LENGTH= 323.66"

~
~
_——
ee

|
| ;
| 882507 03"E_ 86:00

f

o

wo
—____J= NORTH

LINE TABLE

LINE BEARING DISTANCE
Li | $51°10'58"E | 124.50’
L2__| N88°49'55"E 8.00’
L3_ | $01°09'57"E | 28.51’
L4__| N88°49'55"E 8.00'
L5_ | $39°35'14"W | 12.25"
L6__| $01°09'57"E 8.00'

SALT RIVER PROJECT
AGRICULTURAL IMPROVEMENT & POWER DISTRICT

S82z5 SURVEY DIVISION
LAND DEPARTMENT

1.0. NUMBER: 13527218 SCALE: NTS

Lid. NUMBER: 97686 SHEET: 6 OF 9

AGENT: BALTRUS SHEET SIZE: 8.5"x11"
DRAWN: TODARO REVISION: 0

CHECKED BY: GOREHAM CREW CHIEF: PETERSON
DATE: 04-16-2024 JEP FIELD DATE: 03-15-2024

AMAZON DPX7 EV
PRIMARY METER
NW 174 SECTION 14
T.2 S.. RO E.
8.1 SOUTH - 28.1 EAST

EXHIBIT “A”

MATCH
NI
[7 SET 6

Il ;
i]

il

i]
al
i] !
1 ! |
i] !
// !

1 A gos 350.00’/
DELTA= 52°59'00"

RA 4 0
DEL Tas 52°59°00" // LENGTHS 323.66
LENGTH= 316. 26° a, /
/ / i NORTH
47 ky
47 MS
47 le
Z7 ie
4 / a
47 /
/
y
y
va
SALT RIVER PROJECT CS8%2 SURVEY DIVISION
nie ow : ~_ DISTRICT fap alin LAND DEPARTMENT
1.0. NUMBER? 13527218 CE:
Lid. NUMBER? 97686 SHEET: 7 OF 9 AMAZON DPX7_ EV
AGENT: BALTRUS SHEET SIZE: 8.5°xI1" PRIMARY METER
DRAWN: TODARO REVISION: 0 NW 1/74 SECTION 14
CHECKED BY: GOREHAM CREW CHIEF: PETERSON T.2 S.. R.5 E.
DATE: 04-16-2024 JEP|FIELD DATE: 03-15-2024 8.1 SOUTH — 28.1 EAST

EXHIBIT

RADIUS= 342,00"
DELTA= 52°59’00” v7
LENGTH= 316.26"

RADIUS= 478.00’
DELTA= 11°23'05”
LENGTH= 94.98’

RADIUS= 398.00’
DELTA= 41°35'20”
LENGTH= 288.89’

/ /

%9o

= iu MOLY
ta RADIUS= 390.00' “>
/

// //
A

7 7
4 7

4 :
7 RADIUS= 470.00’ .
/ 7 He 10°25'03" 7

CURVE TABLE 0
CURVE RADIUS DELTA LENGTH yo 7 LENGTH= 85.46 AS
ci_| 350.00" | 52°59"00" | 323.66" | ,% / AS |
ANS
A®

NORTH

$40°54'44"W 8.00’

N49°05'16"W
6.00' S

‘Oy >
Lg97 2
cS

LTA= 41°34'37"
DE 2

LENGTH= 283.01’

SALT RIVER PROJECT
AGRICULTURAL IMPROVEMENT & POWER DISTRICT

CSs%e SURVEY DIVISION
LAND DEPARTMENT

[.0. NUMBER: 13527218 SCALE: NTS

Lid. NUMBER: 97686 SHEET: 8 OF 9

AGENT: BALTRUS SHEET SIZE: 8.5"x11”
DRAWN: TODARO REVISION: 0

CHECKED BY: GOREHAM CREW CHIEF: PETERSON

DATE: 04-16-2024 JEPIFIELD DATE: 03-15-2024

AMAZON DPX? EV
PRIMARY METER
NW 174 SECTION 14
T.2 S.. R.5 E.
8.1 SOUTH - 28.1 EAST

EXHIBIT “A”

RADIUS= 398.00’
DELTA= 41°35'20"
LENGTH: 288.89'

yi

H
to i RADIUS= 390. 00’
I= ToT bev TAS 41234737"

ia ] | LENGTH= 263.01'
I3 / !

Is / NORTH
I Il

Is Il

I il
| Il LINE TABLE
i il LINE | BEARING | DISTANCE
i 1] LT | $0t°15'09"E | 6.88"
1] Le | $88°45'09"W | 8.00’

L9_| Note15'09"W | 6.88"

Cw2e SURVEY DIVISION

SALT RIVER PROJECT

LAND DEPARTMENT

AGRICULTURAL IMPROVEMENT & POWER DISTRICT
1.0. NUMBER: 13521218 SCALE: NTS
L.J. NUMBER: 97686 SHEET: 9 OF 9 AMAZON DPX7 EV
AGENT: BALTRUS SHEET SIZE: 8.5° x11" PRIMARY METER
DRAWN: TODARO REVISION: 0 NW 1/74 SECTION 14
CHECKED BY: GOREHAM CREW CHIEF: PETERSON T.2 S.. R.5 E.
DATE: 04-16-2024 JEP FIELD DATE: 03-15-2024 8.1 SOUTH - 28.1 EAST