MCDOT TO SRP IRRIGATION EASEMENT - TT0511.PDF

WHEN RECORDED MAIL TO:
SALT RIVER PROJECT
Land Department/PAB348
P. 0. Box 52025
Phoenix, Arizona 85072-2025
IRRIGATION EASEMENT
Maricopa County R/W#125, 378,1243 Agt. PAR
Job # LJ50022
W PAR c
KNOW ALL MEN BY THESE PRESENTS:
That
MARICOPA COUNTY, ("Grantor"),
a political subdivision of the State of Arizona,
FOR AND IN CONSIDERATION OF THE SUM of One Dollar, and other valuable consideration,
receipt of which is hereby acknowledged, does hereby grant to the SALT RIVER PROJECT
AGRICULTURAL IMPROVEMENT AND POWER DISTRICT, ("Grantee"), an agricultural
improvement district organized and existing under the laws of the State of Arizona, its successors and
assigns, for itself and on behalf of the United States of America and as manager of the federal Salt River
Reclamation Project, the right, easement and privilege to construct, reconstruct, operate and maintain an
irrigation pipeline and irrigation turnout structure together with all the necessary and appurtenant facilities
through, over, under and across the following described property:
Exhibit "A" attached hereto and made by reference a part hereof.
Grantor shall not convey any easements or grant any permits within the easement areas in which
the facilities do not comply with the specifications shown in Exhibit B attached hereto and by this
reference made a part hereof.
Grantor shall not erect, construct or permit to be erected or constructed any building or other
structure, plant any trees, drill any well, install swimming pools, or alter ground level by cut or fill, within
the limits of said rights of way, which do not comply with said Exhibit B.
Grantee shall have the right, but not the obligation, to erect, maintain and use gates in all fences
which now cross said rights of way and to trim, cut and clear away trees or brush whenever in its
judgment the same shall be necessary for the convenient and safe exercise of the rights hereby granted.

The Grantee shall at all times have the right of full and free ingress and egress to said easement for
the purpose heretofore specified.
Grantor and Grantee acknowledge that from time to time Grantee may find it necessary to
construct, reconstruct, operate and maintain irrigation facilities and appurtenant conveniences lying within
the easement areas.
Grantor shall pay Grantee all costs and expenses of any relocation of the irrigation facilities
requested by Grantor, including but not limited to, the relocation of the facilities into the easement area
described above.
In the event the right, privilege and easement herein granted shall be abandoned and permanently
cease to be used for the purpose herein granted, all rights herein granted shall cease and revert to the
Grantors, their heirs or assigns.
The covenants and agreements herein set forth shall extend and inure in favor and to the benefit of
and shall be binding on the heirs, successors in ownership and estate, assigns and lessees of the respective
parties hereto.
Notwithstanding any of the aforesaid provisions, the easement rights granted herein shall be
further subject to the following covenants, restrictions and conditions:
I. Grantor reserves the right to construct, install, operate, maintain, repair, replace and
reinstall surface parking areas, driveways, roadways, sidewalks, curbs and gutters,
landscaping, irrigation lines and street lighting on the surface of the easement areas.
2. Grantor reserves the right to construct and install public utilities, and to grant
easements and permits for public utility purposes, in, upon, under, over and across the
easement areas subject to compliance with the specifications shown in Exhibit B
attached hereto and by this reference made a part hereof.
3. In the event that any repair, maintenance, replacement or installation of the irrigation
facilities and appurtenant conveniences will cause a disturbance or a disruption of any
public street or paved roadway, Grantee shall notify Grantor, pursuant to existing
practices, before Grantee undertakes any such action. In the event of an emergency,
Grantee shall have use of any public street or paved roadway as it reasonably deems
necessary and appropriate to correct, repair, replace or reconstruct irrigation facilities
affected by the emergency and notify Grantor, pursuant to existing practices, as soon as
practical after responding to the emergency. Grantee shall provide for advance
warning signs, barricades, flaginen, flares, and other devices when necessary to protect
the roadway user as set forth in the "Manual on Uniform Traffic Control Devices" and
any amendments and/or revisions thereto.
4. Grantor shall warrant and defend the rights, easements and privileges hereby granted
and the priority of this easement against all persons whomsoever.

The individual executing this document represents and warrants: (i) that he or she is authorized
to do so on behalf of Grantor; (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); and (iii) that the execution, delivery, and performance by
Grantor of this document and all others relating to the easement will not constitute a default under any
agreement to which Grantor is a party. The individual executing this document shall indemnify,
defend and hold harmless Grantee for, from and against any and all losses, costs, expenses, liabilities,
claims, demands, and actions of any kind or nature, including court costs and attorneys' fees, arising or
accruing as a result of the falsity of any of his or her representations and warranties contained in this
document.
IN WITNESS WHEREOF, the Grantor has caused its name to be executed by its duly authorized
representative(s) this day of
MARICOPA COUNTY, a political subdivision of the State of Arizona
By:
Its:
STATE OF
COUNTY OF
On this day of , before me, the undersigned, personally
appeared , as
of MARICOPA COUNTY, a political subdivision of the State of Arizona, and such authorized
representative(s) acknowledged that this document was executed on behalf of the County for the purposes
therein contained.
My Commission Expires:
Notary Public
(Notary Stamp/Seal)

IN WITNESS WHEREOF, the Grantee has caused its name to be executed by its duly authorized
representative(s) this day of
SALT RIVER PROJECT AGRICULTURAL
IMPROVEMENT AND POWER DISTRICT,
an agricultural improvement district organized and
existing under the laws of the State of Arizona
By:
Its: Supervisor, Land Acquisitions Division
STATE OF
COUNTY OF
On this day of , before me, the undersigned, personally
appeared , the Supervisor, Land Acquisitions Division, of the
SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT AND POWER DISTRICT, an
agricultural improvement district organized and existing under the laws of the State of Arizona, and such
authorized representative(s) acknowledged that this document was executed on behalf of the District for
the purposes therein contained.
My Commission Expires:
Notary Public
(Notary Stamp/Seal)
Note: This instrument is exempt from the real estate transfer fee and affidavit of legal value
required under A.R.S. Sections 11-1132 and 11-1133 pursuant to the exemptions set forth in A.R.S.
Sections 114134(A)(2) and (A)(3).
S/Landfondirrigation Maricopa CounO, MASTER

DATE: 04-25-2018 TTRRSS: 1N1E07
LDWR NO: 17-1511-GN EXHIBIT "A" JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 1
AN EASEMENT LOCATED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 1 NORTH, RANGE 1
EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 7, BEING A 3 INCH ALUMINUM CAP IN A
HAND HOLE STAMPED "ADOT HIGHWAY DIV.", FROM WHICH THE SOUTH QUARTER CORNER OF SAID
SECTION 7, BEING A BRASS CAP IN HAND HOLE STAMPED "ADOT HIGHWAY DIV 1981", BEARS NORTH 89
DEGREES 51 MINUTES 25 SECONDS WEST, A DISTANCE OF 2516.16 FEET;
THENCE ALONG THE SOUTH LINE OF SAID SECTION 7, NORTH 89 DEGREES 51 MINUTES 25 SECONDS
WEST, A DISTANCE OF 65739 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUE, NORTH 89 DEGREES 51 MINUTES 25 SECONDS WEST, A DISTANCE OF 22.00 FEET;
THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 48 MINUTES 53 SECONDS EAST, A DISTANCE OF
33.00 FEET;
THENCE SOUTH 89 DEGREES 51 MINUTES 25 SECONDS EAST, A DISTANCE OF 22.00 FEET;
THENCE SOUTH 00 DEGREES 48 MINUTES 53 SECONDS WEST, A DISTANCE OF 33.00 FEET TO SAID POINT
OF BEGINNING,
SAID EASEMENT CONTAINS AN AREA OF 726 SQ. FT., OR 0.017 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
REG I STRAT ION
EXPIRES: 06-30-2020

=XH:BIT
VAN _ BUREN ST LEGEND
--------- SECTION AND CENTERLINE NORTH
PROPERTY LINE
I L,1 LIMITS OF USA EASEMENT
f SECTION CORNER AS NOTED
LINE TABLE
LINE BEARING DISTANCE
L1 N89°51'25"W 22.00'
-14C -6.5 L2 NOO°48'53"E 33.00'
VICINITY MAP (2" = 1 MILE) L3 S89°51'25"E 22.00'
TIN R1E L4 SOO°48 1 53"W 33.00'
GERM
ABBREVIATION TABLE
ACHH ALUMINUM CAP IN HAND HOLE
BCHH BRASS CAP IN HAND HOLE
LVI LATEST VISUAL INSPECTION
NTS NOT TO SCALE
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
R/W RIGHT-OF-WAY
SOUTH QUARTER CORNER OF
SECTION 7, T1N, R1E REG I STRAT ION
BCHH EXPIRES: 06-30-2020
LVI: 12-30-2016
L3
I I
Li POB
657.59'
N89°51 1 25"W 2516.16'
33.00' R/W PER BOOK 1 ---- (BASIS OF BEARING) -- -
PAGE OF ROAD 46, MAPS, MCR MC58 - BUCKEYE ROAD SOUTHEAST CORNER OF
SECTION 7, TIN, RlE
AC HR
CONSTRUCTION CENTERLINE LVI: 08-12-2007
PER BK 563, PG 15, MCR POO
SALT RIVER PROJECT c7r4D SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT LjUOU LAND DEPARTMENT
SRP JOB NUMBER: 17-1511-GN SCALE: NTS
AMP W/O NUMBER: 1000042090 SHEET: 1 OF 1 SRP EASEMENT
AGENT: RAFFIELD SHEET SIZE: 8.5"x11" SE 1/4, SEC.?
DRAWN: HOWARD REVISION: 0 1.1 N.,R.1 E.
CHECKED BY: WOOLGAR CREW CHIEF: N/A 0.9 EAST - 4.0 NORTH
DATE: 04/25/2018 FIELD DATE: N/A

DATE: 04-25-2018 TTRRSS: 1N1E08
LDWR NO: 17-1511-GN EXHIBIT "A" JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 1
AN EASEMENT LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 1 NORTH, RANGE 1
EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 8, BEING A 3 INCH ALUMINUM CAP IN A
HAND HOLE STAMPED "ADOT HIGHWAY DIV.", FROM WHICH THE WEST QUARTER CORNER SECTION 17,
TOWNSHIP 1 NORTH, RANGE 1 EAST, OF THE GILA AND SALT RIVER MERIDIAN, BEING A 3 INCH BRASS
CAP FLUSH STAMPED "MARICOPA COUNTY D.O.T.'', BEARS SOUTH 00 DEGREES 11 MINUTES 37
SECONDS EAST, A DISTANCE OF 2670.60 FEET;
THENCE ALONG THE SOUTH LINE OF SAID SECTION 8, NORTH 89 DEGREES 32 MINUTES 31 SECONDS
EAST, A DISTANCE OF 16.95 FEET TO THE POINT OF BEGINNING;
THENCE LEAVING SAID SOUTH LINE, NORTH 02 DEGREES 33 MINUTES 10 SECONDS EAST, A DISTANCE OF
33.10 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF MC 85 AS SHOWN ON BOOK 1 OF ROAD MAPS,
PAGE 46, MARICOPA COUNTY RECORDS;
THENCE ALONG SAID NORTHERLY LINE, NORTH 89 DEGREES 22 MINUTES 07 SECONDS EAST, A DISTANCE
OF 20.03 FEET;
THENCE LEAVING SAID NORTHERLY LINE, SOUTH 02 DEGREES 33 MINUTES 10 SECONDS WEST, A
DISTANCE OF 33.16 FEET TO THE SOUTH LINE OF SAID SECTION 8;
THENCE ALONG SAID SOUTH LINE, SOUTH 89 DEGREES 32 MINUTES 31 SECONDS WEST, A DISTANCE OF
20.03 FEET TO SAID POINT OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 663 SQ. FT., OR 0.015 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
REG ISTRATION
EXPIRES: 06-30-2020

1BIT
LEGEND
VAN BUREN ST
-------------- SECTION AND CENTERLINE
PROPERTY LINE NORTH
LIMITS OF SRP EASEMENT
UI -‹ >. SECTION CORNER AS NOTED
F- N - 1
LINE TABLE
LINE BEARING DISTANCE
Ll NO2°33'10"E 33.10'
'SHE L2 N89°22'07"E 20.03'
MC 85 L3 S02°33'10"W 33.16'
L4 S89°32 1 31"W 20.03'
VICINITY MAP (2" = 1 MILE)
T1N R1E
G&SRM
ABBREVIATION TABLE
ACHH ALUMINUM CAP IN HAND HOLE
BCHH BRASS CAP IN HAND HOLE
LVI LATEST VISUAL INSPECTION
NTS NOT TO SCALE
PUB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
R/W RIGHT-OF-WAY
REGISTRATION
EXPIRES: 06-30-2020
L2
SOUTH QUARTER CORNER OF
r•—)- SECTION 8, TIN, RlE
ACHH
L4 LVI: 08-07-2008
N89°32'31"E 2628.78'
SOUTHWEST CORNER OF MC85 33.00' R/W PER BOOK 1
SECTION 8, TIN, R1E OF ROAD MAPS,
ACHH PAGE 46, MCR
LVI: 08-12-2007
POC
CENTERLINE OF MC85 (NOT COINCIDENT
WEST QUARTER CORNER OF WITH SECTION LINE)
SECTION 17, TIN, R1E
BCE
LVI: 11-16-2015
SALT RIVER PROJECT czgrcD SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT Cji_101-r LAND DEPARTMENT
SRP JOB NUMBER: 11-1511-GN SCALE: NTS
AMP W/O NUMBER: 1000042090 SHEET: 1 OF 1 SRP EASEMENT
AGENT: RAFFIELD SHEET SIZE: 8.5"x11" SW 1/4, SEC.8
DRAWN: HOWARD REVISION: 0 1.1 N.,R.1 E.
CHECKED BY: WOOLGAR CREW CHIEF: N/A 2.0 EAST - 4.0 NORTH
IDATE: 04/25/2018 FIELD DATE: N/A

DATE: 04-25-2018 TTRIISS: 1N1E08
LDWR NO: 17-1511-GN EXHIBIT "A" JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 2
AN EASEMENT LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 1 NORTH, RANGE 1
EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 8, BEING A 3 INCH ALUMINUM CAP IN A
HAND HOLE STAMPED "ADOT HIGHWAY DIV.", FROM WHICH THE WEST QUARTER CORNER OF SAID
SECTION 8, BEING A 3 INCH BRASS CAP FLUSH STAMPED "MARICOPA COUNTY HWY. DEPT.", BEARS
NORTH 00 DEGREES 12 MINUTES 48 SECONDS WEST, A DISTANCE OF 2623.76 FEET;
THENCE ALONG THE WEST LINE OF SAID SECTION 8, NORTH 00 DEGREES 12 MINUTES 48 SECONDS
WEST, A DISTANCE OF 100.00 FEET TO THE SOUTH LINE OF THE PARCEL DESCRIBED IN DOCKET 14590,
PAGE 78, MARICOPA COUNTY RECORDS;
THENCE ALONG SAID SOUTH LINE, NORTH 89 DEGREES 22 MINUTES 07 SECONDS EAST, A DISTANCE OF
20.04 FEET TO THE POINT OF BEGINNING;
THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 01 MINUTES 25 SECONDS EAST, A DISTANCE OF
49.45 FEET;
THENCE NORTH 89 DEGREES 47 MINUTES 12 SECONDS EAST, A DISTANCE OF 44.76 FEET TO THE EAST
RIGHT-OF-WAY LINE OF 107TH AVENUE DESCRIBED IN DOCKET 14590, PAGE 78, MARICOPA COUNTY
RECORDS;
THENCE ALONG SAID EAST LINE, SOUTH 00 DEGREES 12 MINUTES 48 SECONDS EAST, A DISTANCE OF
20.00 FEET;
THENCE LEAVING SAID EAST LINE, SOUTH 89 DEGREES 47 MINUTES 12 SECONDS WEST, A DISTANCE OF
24.84 FEET;
THENCE SOUTH 00 DEGREES 01 MINUTES 25 SECONDS WEST, A DISTANCE OF 29.31 FEET TO SAID
SOUTH LINE;

DATE: 04-25-2018 TTRRSS: 1N1E08
LDWR NO: 17-1511-GN JOB NAME: MC85
TECH NAME: HOWARD PAGE: 2 OF 2
THENCE ALONG SAID NORTH LINE, SOUTH 89 DEGREES 22 MINUTES 07 SECONDS WEST, A DISTANCE OF
20.00 FEET TO SAID POINT OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 1,484 SQ. FT., OR 0.034 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
KEG I STRAT I ON
UP I RES: 06-30-2020

EXH BIT
LEGEND
VAN BUREN ST
--------- SECTION AND CENTERLINE
PROPERTY LINE NORTH
C...7==D LIMITS OF SRP EASEMENT
# SECTION CORNER AS NOTED
-- I ABBREVIATION TABLE
I ACHH ALUMINUM CAP IN HAND HOLE
I BCE BRASS CAP FLUSH
I BCHH BRASS CAP IN HAND HOLE
' I,_ SITE _--------- LVI LATEST VISUAL INSPECTION
MC85 NTS NOT TO SCALE
PUB POINT OF BEGINNING
VICINITY MAP (2" = 1 MILE) POC POINT OF COMMENCEMENT
T1N RlE RIM RIGHT-OF-WAY
G&SRM
--WEST QUARTER CORNER OF
SECTION 8, TIN, R1E LINE TABLE
BCE LINE BEARING DISTANCE
, LVI: 02-28-2018 L1 N89°22'07"E 20.04' (TIE)
i L2 NOO°01'25"E 49.45'
: 65.00' R/W PER
I L., DOCKET 14590, PAGE 78, MCR L3 N89°47 1 12"E 44.76'
-----10.I.-1 L4 SO0°12 1 48"E 2000' .
L5 S89°47'12"W 24.84'
L6 SOO°01'25 11W 29.31'
L7 S89°22 1 07"W 20.00'
65.00' RIM PER EASEMENT
-, DOCKET 16502, PAGE 384, MCR
i
SOUTHWEST CORNER OF
SECTION 8, TIN, RlE
ACHH
LVI: 08-12-2007
---- PUG 'YOUTH QUARTER CORNER OF
SECTION 17, TIN, R1E
ACHH
LV1: 08-07-2008 REGISTRATION
N89°32 1 31 °E 2628.78' EXPIRES: 06-30-2020
MC85
SALT RIVER PROJECT , :triP,PeTh i_= SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT E-J1-1\1-1 -1 LAND DEPARTMENT
SRP JOB NUMBER: 17-1511-GN SCALE: NTS
AMP W/0 NUMBER: 1000042090 SHEET: 1 OF 1 SRP EASEMENT
AGENT: RAFFIELD SHEET SIZE: 8.5"x11" SW 1/4, SEC.8
DRAWN: HOWARD REVISION: 0 1.1 N.,R.1 E.
CHECKED BY: WOOLGAR CREW CHIEF: N/A 2.0 EAST - 4.1 NORTH
DATE: 04/25/2018 FIELD DATE: N/A

DATE: 04-25-2018 TTRRSS: 1N1E08
LDWR NO: 17-1511-GN JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 1
AN EASEMENT LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 1 NORTH, RANGE 1
EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 8, BEING A 2 INCH ALUMINUM CAP
IN A HAND HOLE STAMPED "MARICOPA COUNTY T1N RlE 1/4 S8 S17 2003 37174", FROM WHICH THE
SOUTHWEST CORNER OF SAID SECTION 8, BEING A 3 INCH ALUMINUM CAP IN HAND HOLE STAMPED
"ARIZONA HIGHWAY DIV.", BEARS SOUTH 89 DEGREES 32 MINUTES 31 SECONDS WEST, A DISTANCE OF
2628.78 FEET;
THENCE ALONG THE SOUTH LINE OF SAID SECTION 8, SOUTH 89 DEGREES 32 MINUTES 31 SECONDS
WEST, A DISTANCE OF 17.20 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING, SOUTH 89 DEGREES 32 MINUTES 31 SECONDS WEST, A DISTANCE OF 20.00 FEET;
THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 27 MINUTES 05 SECONDS WEST, A DISTANCE
OF 36.16 FEET;
THENCE NORTH 34 DEGREES 32 MINUTES 02 SECONDS EAST, A DISTANCE OF 5.72 FEET TO THE
NORTHERLY RIGHT-OF-WAY LINE OF MC 85 AS SHOWN ON BOOK 1 OF ROAD MAPS, PAGE 46,
MARICOPA COUNTY RECORDS;
THENCE ALONG SAID NORTHERLY LINE, NORTH 89 DEGREES 22 MINUTES 07 SECONDS EAST, A DISTANCE
OF 24.47 FEET;
THENCE LEAVING SAID NORTHERLY LINE, SOUTH 34 DEGREES 32 MINUTES 02 SECONDS WEST, A
DISTANCE OF 13.51 FEET;
THENCE SOUTH 00 DEGREES 27 MINUTES 05 SECONDS EAST, A DISTANCE OF 29.85 FEET TO SAID POINT
OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 853 SQ. FT., OR 0.020 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
REG I STRAT ION
EXPIRES: 06-30-2020

LU
EXPIRES: LEGEND _ 7
--------- VICINITY
REGISTRATION D -- VAN
06-30-2020 LIMITS G&SRM TIN MAP MC SITE BUREN
SECTION PROPERTY SECTION RlE (2" 85
OF = 1 ST
CORNER SRP LINE AND MILE)
DATE: CHECKED DRAWN: AGENT: AMP SRP AS CENTERLINE
W/O JOB EASEMENT
NOTED
04/25/2018 BY: HOWARD RAFFIELD NUMBER: NUMBER:
AGRICULTURAL 4C\__ 32.00'
WOOLGAR
1000042090 17-1511—ON SALT L6 L5 L4 L3 L2 Li LINE LVI: ACHH SECTION j0WHWEST R/W
SOUTH PER
IMPROVEMENT RIVER 08-12-2007 8, (BASIS S89°32W _____2591.58' 2011-0596007,
FIELD CREW SHEET SHEET: SCALE: SO0°27 1 534°3202"W N89°22'07"E N34°32'02"E N0O°27'05"W 1 S89°32 BEARING LINE LVI: SECTION QUARTER TIN, CORNER OF MC85 DOCUMENT
REVISION:1 1 & PROJECT 05"E 31"W 8, R1E OF -- — MCR NO. I
DATE: CHIEF: SIZE: OF NTS POWER TABLE TIN, CORNER BEARING) 2628.78' -- B
N/A N/A 1 POC 04-13-2015 ACHH R1E OF — -- '
8.5"x11" DISTRICT 29.85' 13.51' 24.47' 5.72' 36.16' 20.00' DISTANCE POB
PROPOSED
WITH SRP
CENTERLINE
EJLA2L1 glIgt4D SECTION EASEMENT
2.5 R/W POC POB NTS LVI BCHH ACHH OF re) re) 23T
SW -- LINE)
MC85
EAST T.1 1/4, SRP LAND SURVEY POINT POINT NOT LATEST BRASS ALUMINUM ABBREVIATION (NOT SECTION SOUTHEAST N89°11' PAGE BOOK 66.00'
- RIGHT—OF—WAY OF OF TO CAP LVI: 8, 46, 1
4.0 N.,R.1 SECTION EASEMENT SCALE VISUAL IN CAP COINCIDENT TIN, CORNER MCR OF R/W
E. DEPARTMENT COMMENCEMENT BEGINNING HAND IN 02-03-2005 BCHH R1E 2653.76' ROAD PER
NORTH 8 DIVISION INSPECTION HOLE HAND OF MAPS,
HOLE TABLE NORTH

DATE: 04-25-2018 TTRRSS: 1N1E17
LDWR NO: 17-1511-GN EXHIBIT "A" JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 1
AN EASEMENT LOCATED IN THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 NORTH, RANGE 1
EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 17, BEING A 2 INCH ALUMINUM
CAP IN A HAND HOLE STAMPED "MARICOPA COUNTY T1N RH 1/4 S8 S17 2003 37174", FROM WHICH
THE NORTHWEST CORNER OF SAID SECTION 17, BEING A 3 INCH ALUMINUM CAP IN HAND HOLE
STAMPED "ADOT HIGHWAY DIV.'', BEARS SOUTH 89 DEGREES 32 MINUTES 31 SECONDS WEST, A
DISTANCE OF 2628.78 FEET;
THENCE ALONG THE NORTH LINE OF SAID SECTION 17, SOUTH 89 DEGREES 32 MINUTES 31 SECONDS
WEST, A DISTANCE OF 1293.08 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 00 DEGREES 27 MINUTES 29 SECONDS EAST, A DISTANCE OF 68.51 FEET TO THE
SOUTHERLY RIGHT-OF-WAY LINE OF MC 85 DESCRIBED IN DOCUMENT 2017-0421503 AND A POINT ON
A NON-TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 14937.00 FEET; FROM WHICH A
RADIAL LINE BEARS SOUTH 02 DEGREES 16 MINUTES 29 SECONDS EAST;
THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND CURVE TO THE LEFT, THROUGH A CENTRAL
ANGLE OF 0°04'36", AN ARC LENGTH OF 20.01 FEET TO A NON-TANGENT LINE;
THENCE LEAVING SAID SOUTHERLY LINE, NORTH 00 DEGREES 27 MINUTES 29 SECONDS WEST, A
DISTANCE OF 69.16 FEET TO THE NORTH LINE OF SAID SECTION 17;
THENCE ALONG SAID NORTH LINE, NORTH 89 DEGREES 32 MINUTES 31 SECONDS EAST, A DISTANCE OF
20.00 FEET TO SAID POINT OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 1,377 SQ, FT., OR 0.032 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
REGISTRATION
EXP IRES: 06-30-2020

MCR
MC85 LINE) DISTANCE 68.51' 69.16' 20.00' 14937.00' TABLE HOLE HOLE INSPECTION 17 NORTH
OF RlE ACHH FCC OF COINCIDENT 2017-0421503, HAND DIVISION DEPARTMENT E.
CORNER TIN, 04-13-2015 SECTION MAPS, IN HAND BEGINNING COMMENCEMENT SECTION 3.9
17, CENTERLINE (NOT WITH ROAD MCR NO. TABLE 29"W CAP IN VISUAL SCALE EASEMENT N.,R.1 —
QUARTER LVI: OF LINE BEARING 500°27'29"E / N89°32'31"E SC2°16'29"E CAP TO OF OF RIGHT-OF-WAY SURVEY
SECTION PER I 46, PER DOCUMENT NO0°27 ABBREVIATION ALUMINUM BRASS LATEST NOT POINT POINT LAND SRP 1/4, T.1 EAST
NORTH R/W BOOK PAGE R/W
__ 1 LINE Li L2 L3 RB4 ACHH BCHH LVI NTS FOB POC R/W CMFMn rDLE1T' NW 2.25
BEARING)
OF MC85 (, up
S89°32'31"W_,2628.78 T26T5Fe;
(BASIS - 1 06-30-2020
— - ROB R=14937.00' L=20.01 REGISTRATION DISTRICT 8.5"x11" N/A N/A
BIT — \ EXPIRES: 1 OF
1 POWER NTS 1 SIZE: CHIEF: DATE:
OF R1E -200_______ 7_7—N- I I PROJECT & SCALE: SHEET: SHEET REVISION:1 CREW FIELD
X CORNER TIN, 7 -7-6 RIVER
8, -12 73: IMPROVEMENT
08 SALT 17-1511-CN 1000042090
SOUTHWEST SECTION ACHH LVI:
V-------- AGRICULTURAL WOOLGAR
‘/:/-- NUMBER: NUMBER: RAFFIELD HOWARD BY: 04/25/2018
EASEMENT NOTED JOB W/O CHECKED
CENTERLINE AS SRP AMP AGENT: DRAWN: DATE:
MILE) LINE SRP CORNER
RD 1 = AND OF
85 BUCKEYE (2" R1E G&SRM PROPERTY LIMITS SECTION
MC MAP T1N SECTION
SITE LOWER NORTH
VICINITY #
' LEGEND ---------

DATE: 04-25-2018 TTRRSS: 1N1E17
LDWR NO: 17-1511-GN JOB NAME: MC85
TECH NAME: HOWARD EXHIBIT "A" PAGE: 1 OF 1
AN EASEMENT WITHIN THE PARCEL DESCRIBED IN DOCUMENT 2015-0594081 MARICOPA COUNTY
RECORDS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 NORTH, RANGE 1
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 17, BEING A 3 INCH ALUMINUM CAP IN
A HAND HOLE STAMPED "ADOT HIGHWAY DIV.'', FROM WHICH THE WEST QUARTER CORNER OF SAID
SECTION 17, BEING A 3 INCH BRASS CAP FLUSH STAMPED HMARICOPA COUNTY D.O.T.'', BEARS SOUTH
00 DEGREES 11 MINUTES 37 SECONDS EAST, A DISTANCE OF 2670.60 FEET;
THENCE ALONG THE WEST LINE OF SAID SECTION 17, SOUTH 00 DEGREES 11 MINUTES 37 SECONDS
EAST, A DISTANCE OF 109.98 FEET;
THENCE LEAVING SAID WEST LINE, NORTH 89 DEGREES 48 MINUTES 23 SECONDS EAST, A DISTANCE OF
93.00 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF MC 85 DESCRIBED IN DOCUMENT 2017-
0470343 MARICOPA COUNTY RECORDS AND THE POINT OF BEGINNING;
THENCE ALONG SAID NORTHERLY LINE, NORTH 89 DEGREES 48 MINUTES 28 SECONDS EAST, A DISTANCE
OF 24.02 FEET;
THENCE LEAVING SAID NORTHERLY LINE, SOUTH 00 DEGREES 00 MINUTES 34 SECONDS WEST, A
DISTANCE OF 15.53 FEET;
THENCE NORTH 89 DEGREES 59 MINUTES 26 SECONDS WEST, A DISTANCE OF 23.97 FEET TO THE
EASTERLY RIGHT-OF-WAY LINE OF 107TH AVENUE DESCRIBED IN DOCUMENT 2017-0470343 MARICOPA
COUNTY RECORDS;
THENCE ALONG SAID EASTERLY LINE, NORTH 00 DEGREES 11 MINUTES 37 SECONDS WEST, A DISTANCE
OF 15.45 FEET TO SAID POINT OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 372 SQ. FT., OR 0.009 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
REGISTRATION
EXPIRES: 06-30-2020

EXHIBIT
R/W VARIES
DOC NO 2017-0470343, MCR
MC 85
.-k--""------NORTHWEST CORNER OF
'SITE SECTION 17, TIN, R1E
12g ACHH
• LVI: 08-12-2007 -POD
c; POC
1-1-1 7 1Y" C•J LAD 1 t N89°48 1 23 1`E iLl
-CO- 1— 93.00' (TIE)
L
l-r) L3
Clq;ISS
(J, I 0•J 50.00'
LOWER BUCKEYE ROAD R/W PER '---"--
zs-OKT 144461
VICINITY MAP (2" = 1 MILE) PG 396, MCR
T1N RlE
G&SRM
I
WEST QUARTER CORNER OF 43.00' R/W PER
SECTION 17, TIN, R1E DOC NO 2017-0470343, MCR
BCF
LVI: 11-16-2015
L EGEND
--------- SECTION AND CENTERLINE
PROPERTY LINE
LIMITS OF SRP EASEMENT
SECTION CORNER AS NOTED
ABBREVIATION TABLE
REGISTRATION ACHH ALUMINUM CAP IN HAND HOLE
EXPIRES: 06-30-2020 BCHH BRASS CAP IN HAND HOLE
DKT DOCKET
DOC DOCUMENT
LINE TABLE LVI LATEST VISUAL INSPECTION
LINE BEARING DISTANCE NO NTS NUMBER NOT TO SCALE
L1 N89°48 1 28"E 24.02' PG PAGE
L2 S0OD00 1 34 11 W 15.53' POB POINT OF BEGINNING
L3 N89°59 1 26"W 23.97' POC R/W RIGHT—OF—WAY POINT OF COMMENCEMENT
L4 N0OD11'37"W 15.45' NORTH
SALT RIVER PROJECT c7lige44; SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT EJ11011 - - LAND DEPARTMENT
SRP JOB NUMBER: 17-1511—CN SCALE: 2" = 1 MILE
AMP W/O NUMBER: 1000042090 SHEET: 1 OF 1 SRP EASEMENT
AGENT: RAFFIELD SHEET SIZE: 8,5 Hx11 a NW 1/4, SEC.17
DRAWN: HOWARD REVISION: T.1 N.,R.1 E.
CHECKED BY: WOOLGAR CREW CHIEF: N/A 2.0 EAST – 3.9 NORTH
IDATE: 04/25/2018 FIELD DATE: N/A

DATE: 04-25-2018 TTRRSS: 1N1E17
LDWR NO: 17-1511-GN EXHIBIT "A" JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 2
AN EASEMENT LOCATED IN THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 NORTH, RANGE 1
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 17, BEING A 3 INCH ALUMINUM CAP IN
A HAND HOLE STAMPED "ADOT HIGHWAY DIV.", FROM WHICH THE WEST QUARTER CORNER OF SAID
SECTION 17, BEING A 3 INCH BRASS CAP FLUSH STAMPED "MARICOPA COUNTY D.O.T.", BEARS SOUTH
00 DEGREES 11 MINUTES 37 SECONDS EAST, A DISTANCE OF 2670.60 FEET;
THENCE ALONG THE WEST LINE OF SAID SECTION 17, SOUTH 00 DEGREES 11 MINUTES 37 SECONDS
EAST, A DISTANCE OF 93.76 FEET TO THE POINT OF BEGINNING;
THENCE LEAVING SAID WEST LINE, SOUTH 89 DEGREES 58 MINUTES 40 SECONDS EAST, A DISTANCE OF
12.44 FEET;
THENCE NORTH 02 DEGREES 33 MINUTES 10 SECONDS EAST, A DISTANCE OF 93.99 FEET TO THE NORTH
LINE OF SAID SECTION 17;
THENCE ALONG SAID NORTH LINE, NORTH 89 DEGREES 32 MINUTES 31 SECONDS EAST, A DISTANCE OF
20.03 FEET;
THENCE LEAVING SAID NORTH LINE, SOUTH 02 DEGREES 33 MINUTES 10 SECONDS WEST, A DISTANCE
OF 105.51 FEET;
THENCE SOUTH 89 DEGREES 59 MINUTES 26 SECONDS EAST, A DISTANCE OF 85.12 FEET;
THENCE SOUTH 00 DEGREES 00 MINUTES 34 SECONDS WEST, A DISTANCE OF 4.47 FEET TO THE
SOUTHERLY RIGHT-OF-WAY LINE OF MC85 DESCRIBED IN DOCUMENT 2017-0470343, MARICOPA
COUNTY RECORDS;
THENCE ALONG SAID SOUTHERLY LINE, SOUTH 89 DEGREES 48 MINUTES 28 SECONDS WEST, A
DISTANCE OF 24.02 FEET;
THENCE ALONG THE EASTERLY RIGHT-OF-WAY LINE OF 107TH AVENUE DESCRIBED IN DOCUMENT 2017-
0470343, MARICOPA COUNTY RECORDS, SOUTH 00 DEGREES 11 MINUTES 37 SECONDS EAST, A
DISTANCE OF 15.45 FEET;
THENCE LEAVING SAID EASTERLY LINE, NORTH 89 DEGREES 59 MINUTES 26 SECONDS WEST, A
DISTANCE OF 62.04 FEET;
THENCE SOUTH 02 DEGREES 33 MINUTES 10 SECONDS WEST, A DISTANCE OF 3.67 FEET;
THENCE NORTH 89 DEGREES 58 MINUTES 40 SECONDS WEST, A DISTANCE OF 30.78 FEET TO THE WEST
LINE OF SAID SECTION 17;

DATE: 04-25-2018 TTRRSS: 1N1E17
LDWR NO: 17-1511-GN JOB NAME: MC85
TECH NAME: HOWARD PAGE: 2 OF 2
THENCE ALONG SAID WEST LINE, NORTH 00 DEGREES 11 MINUTES 37 SECONDS WEST, A DISTANCE OF
35.00 FEET TO SAID POINT OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 4,328 SQ. FT., OR 0.099 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
BEG ISTRAT ION
EXPIRES: 06-30-2020

FX IBIT
r _ MC 85
SITE NORTH
LEGEND
-- SECTION AND CENTERLINE
c7,
l -- PROPERTY LINE
LIMITS OF SRP EASEMENT
SECTION CORNER AS NOTED
LOWER BUCKEYE ROAD
VICINITY MAP (2" = 1 MILE)
T1N R1F
G&SRM
ABBREVIATION TABLE
ACHH ALUMINUM CAP IN HAND HOLE
BCHH BRASS CAP IN HAND HOLE
DKT DOCKET
DOG DOCUMENT
LVI LATEST VISUAL INSPECTION
NO NUMBER
NTS NOT TO SCALE
PG PAGE
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
R/W RIGHT—OF—WAY
REG ISTRAT ION
EXPIRES: 06-30-2020
SALT RIVER PROJECT (--s7, ,_=i SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT CJAl LA i LAND DEPARTMENT
SP JOB NUMBER: 17-1511—GN SCALE: 2" = 1 MILE
AMP W/O NUMBER: 1000042090 SHEET: 1 OF 2 SRP EASEMENT
AGENT: RAFFIELD SHEET SIZE: 8.5"x11" NW 1/4, SEC.17
DRAWN: HOWARD REVISION: T.I N.,R.I E.
CHECKED BY: WOOLGAR CREW CHIEF: N/A 1.0 EAST - 3.9 NORTH
IDATE: 04/25/2018 FIELD DATE: N/A

''1111111RJI crrkIrn ^7
11Ir
IHORTH
ITI
4/11:1-
HLC;(7' I III III III I IIII
III IIII:IIIII• III
III C51 CS1
N- I. I ▪ • C=1 rII III II D
1
CD 1N)
I
! CD
LB
L5
_ R/W VARIES
I LM L9 DOC NO 2017-0470343, MCR
50.00' R/W PER DKT 14446, PG 396, NCR
- 43.00' R/W PER LINE TABLE
DOC NO 2011-04703434 NCR LINE BEARING DISTANCE
L1 S89°58'40 R E 12,44'
uI (NI L2 NO2°33 1 10"E 93,99'
Ca I I°
= LL II-I L3 N89°32'31 11 E. 20.03'
(IIII- I L7-I
CD (00 IIII (NI L4 S02°33'10"W 105.51'
I L5 S89°59'26"E 85.12'
c2III'II I=I I L6 SO0°00'34 11W 4.47'
tr, ! L7 S89°48'28 11 W 24.02'
WEST QUARTER CORNER OF L8 SOO°11 1 37 HE 15.45'
SECTION 17, TIN, RIF
BCF L9 N89°59 1 26"W 62.04'
LVI: 11-16-2015 L10 S02°33 1 10 fiW 3.67'
LII N89°58 1 40"W 30.78'
L12 NO0°11'37 11 \1 35.00'
SALT RIVER PROJECT (-7gt SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT 11131_/- 7 LAND DEPARTMENT
SRP JOB NUMBER: 17-1511-ON SCALE: NTS
AMP W/O NUMBER: 1000042090 SHEET: 2 OF 2 SRP EASEMENT
AGENT: RAFFIELD SHEET SIZE: 8.5 11 x11" NW 1/4, SEC. '17
DRAWN: HOWARD REVISION: T.1 N.tR.1 E.
CHECKED BY: WOOLGAR CREW CHILE: N/A 1.0 EAST - 3.9 NORTH
IDATE: 04/25/2018 FIELD DATE: N/A

DATE: 04-25-2018 TTRIISS: 1N1E17
LDWR NO: 17-1511-GN EXHIBIT "A" JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 1
AN EASEMENT BEING A PORTION OF THE PARCEL DESCRIBED IN DOCUMENT 2017-0299830, MARICOPA
COUNTY RECORDS (MCR), LOCATED IN THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 1
NORTH, RANGE 1 EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 17, BEING A 2 INCH ALUMINUM
CAP IN A HAND HOLE STAMPED "MARICOPA COUNTY T1N R1E 1/4 58 S17 2003 37174", FROM WHICH
THE NORTHWEST CORNER OF SAID SECTION 17, BEING A 3 INCH ALUMINUM CAP IN HAND HOLE
STAMPED "ADOT HIGHWAY DIV.", BEARS SOUTH 89 DEGREES 32 MINUTES 31 SECONDS EAST, A
DISTANCE OF 2628.78 FEET;
THENCE ALONG THE NORTH LINE OF SAID SECTION 8, SOUTH 89 DEGREES 32 MINUTES 31 SECONDS
WEST, A DISTANCE OF 1293.08 FEET;
THENCE LEAVING SAID NORTH LINE, SOUTH 00 DEGREES 27 MINUTES 29 SECONDS EAST, A DISTANCE OF
68.51 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF MC 85 DESCRIBED IN DOCUMENT 2017-0421503
AND THE POINT OF BEGINNING;
THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, SOUTH 00 DEGREES 27 MINUTES 29 SECONDS
EAST, A DISTANCE OF 61.69 FEET;
THENCE SOUTH 89 DEGREES 32 MINUTES 31 SECONDS WEST, A DISTANCE OF 20.00 FEET;
THENCE NORTH 00 DEGREES 27 MINUTES 29 SECONDS WEST, A DISTANCE OF 61.04 FEET TO SAID
SOUTHERLY RIGHT-OF-WAY LINE AND A POINT ON A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS
OF 14937.00 FEET, FROM WHICH A RADIAL LINE BEARS SOUTH 02 DEGREES 21 MINUTES 06 SECONDS
EAST;
THENCE ALONG SAID SOUTHERLY LINE AND SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF
0°04'36", AN ARC LENGTH OF 20.01 FEET TO SAID POINT OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 1227 SQ. FT., OR 0.028 ACRES(S), MORE OR LESS.
REGISTRATION
EXP 1RES: 06-30-2020

EXPIRES: -------------- LEGEND VICINITY
REGISTRATION LOWER SITE
06-30-2020 G&SRM T1N MAP (2" BUCK . MC 85
SECTION LIMITS PROPERTY SECTION R1E = YE
OF AND 1 RD
CORNER SRP LINE MILE)
DATE: CHECKED DRAWN: AGENT: AMP SRP AS EASEMENT CENTERLINE
W/0 JOB NOTED
04/25/2018 BY: HOWARD RAFFIELD NUMBER: NUMBER:
WOOLGAR AGRICULTURAL RB5 L4 L3 L2 L1 LINE -..SEE LVI:
1000042090 17-1511-ON SALT ALUMINUM SECTION SOUTHWEST
IMPROVEMENT RIVER S02°21'06"E NOO°27 S89°32 SCO°27 500°27'29"E BEARING LINE LT1 1335.70' DETAIL 08-12-2007 CAP 8,
CREW 1 29"W 1 31"W 1 29"E Cl •II• BELOW IN TIN, CORNER X
FIELD REVISION:1 SHEET SHEET: SCALE: & PROJECT TABLE HAND R1E OF
DATE: CHIEF: SIZE: 1 OF NTS POWER DETAIL HOLE IB1T
N/A N/A 1 14937.00' 61.04' 20.00' 61.69' 68.51' DISTANCE NTS POB
8.5"x11" DISTRICT 1293.08'
(BASIS
Cl CURVE CC Lai c) ID OF
•I••• S89°32'31"W--2628.78'---- MC85
R/W POC PUB NTS LVI BEARING)
LjL1)2LF (177-071Q 14937.00' RADIUS
2.25 NW RIM PAGE BOOK R/W
CURVE POINT POINT NOT LATEST ABBREVIATION DOCUMENT PER 46, 1 PER ALUMINUM NORTH
EAST 1.1 1/4, SRP LAND SURVEY RIGHT-OF-WAY OF OF TO NO. MCR OF CAP SECTION
- N. 00°04'36" DELTA TABLE SCALE VISUAL ROAD WITH (NOT LVI: IN 17, QUARTER
3.9 R1 SECTION EASEMENT COMMENCEMENT BEGINNING 2017-0421503, MAPS, CENTERLINE HAND TIN, CORNER
E. DEPARTMENT DIVISION INSPECTION SECTION COINCIDENT OF ROC 04-13-2015 HOLE R1E OF
NORTH 17 20.01' LENGTH TABLE' MCR NORTH LINE) MC85
'N)

DATE: 04-25-2018 TTRRSS: 1N1E17
LDWR NO: 17-1511-GN EXHIBIT "A" JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 1
AN EASEMENT BEING A PORTION OF THE PARCEL DESCRIBED IN DOCUMENT 2017-0299830, MARICOPA
COUNTY RECORDS (MCR), LOCATED IN THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 1
NORTH, RANGE 1 EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 17, BEING A 2 INCH ALUMINUM
CAP IN A HAND HOLE STAMPED "MARICOPA COUNTY T1N R1E 1/4 58 S17 2003 37174", FROM WHICH
THE NORTHWEST CORNER OF SAID SECTION 17, BEING A 3 INCH ALUMINUM CAP IN HAND HOLE
STAMPED "ADOT HIGHWAY DIV.", BEARS SOUTH 89 DEGREES 32 MINUTES 31 SECONDS WEST, A
DISTANCE OF 2628.78 FEET;
THENCE ALONG THE NORTH LINE OF SAID SECTION 17, SOUTH 89 DEGREES 32 MINUTES 31 SECONDS
WEST, A DISTANCE OF 44.97 FEET;
THENCE LEAVING SAID NORTH LINE, SOUTH 00 DEGREES 27 MINUTES 29 SECONDS EAST, A DISTANCE OF
64.76 FEET TO SOUTHERLY RIGHT-OF-WAY LINE OF MC 85 DESCRIBED IN DOCUMENT 2017-0421503,
MCR AND THE POINT OF BEGINNING;
THENCE ALONG SAID SOUTHERLY LINE, SOUTH 45 DEGREES 08 MINUTES 09 SECONDS EAST, A DISTANCE
OF 15.81 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF 103RD AVENUE DESCRIBED IN DOCUMENT
2014-784280, 2014-784281 AND 2014-784282, MCR;
THENCE ALONG SAID WESTERLY LINE, SOUTH 00 DEGREES 11 MINUTES 11 SECONDS WEST, A DISTANCE
OF 11.46 FEET;
THENCE LEAVING SAID WESTERLY LINE, SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, A
DISTANCE OF 17.65 FEET;
THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 20.00 FEET;
THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 5.29 FEET;
THENCE NORTH 24 DEGREES 28 MINUTES 53 SECONDS EAST, A DISTANCE OF 2.87 FEET TO SAID POINT
OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 322 SQ. FT., OR 0.007 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
REGISTRATION
EXPIRES: 06-30-2020

EXPIRES: REG -------------- LEGEND '
VICINITY
1STRAT LOWER
06-30-2020 ION G&SRM TIN MAP SITE. MC
SECTION LIMITS PROPERTY SECTION R1E (2" BUCKEYE 85
OF AND = 1 RD
CORNER SRP LINE MILE)
DATE: CHECKED DRAWN: AGENT: AMP SRP AS EASEMENT CENTERLINE -j
W/O JOB NOTED
04/25/2018 BY: HOWARD RAFFIELD NUMBER: NUMBER:
WOOLGAR AGRICULTURAL NORTH
1000042090 17-1511-ON SALT L7 L6 L5 L4 L3 L2 L1 LINE BOOK LVI:
SECTION NORTHWEST
IMPROVEMENT RIVER N00 0 545 0 APN". DOC 1 OF 08-12-2007 17. EX
FIELD CREW SHEET N24°28'53"E N90°0000"E 00 1 N90°00'00"W 500°11'11"W 08 1 500°27'29"E BEARING LINE NO CORNER
REVISION:1 SHEET: SCALE: & PROJECT 00"E 09"E 2U\I-C12138-50, OOCOEN\ ROADS, TIN,
DATE: CHIEF: SIZE: 1 NTS POWER TABLE NO. IOR*VV`( \01-'15-005* 2017-0421503, R/W PAGE 33.00' R1E OF IB
OF
N/A N/A 1 2.87' 5.29' 20.00' 17.65' 11.46' 15.81' 64.76' DISTANCE tC,R DV5..0 VARIES 46, R/W (BASIS
8.5"x11" DISTRICT MCR PER MCR PER 589°32'31"W
MC85 OF
1/2" 2628.78' BEARING)
R/W POC ROB NTS LVI BCHH ACHH REBAR CENTER NORTH
SECTION 2583.81 SECTION
2.25 NW POINT POINT NOT LATEST BRASS LVI: (CAP 17, QUARTER DETAIL 1-1 SEE LVI: QUARTER
RIGHT-OF-WAY TO ALUMINUM ABBREVIATION NTS 17,
EAST T.1 1/4, SRP LAND OF OF SCALE CAP 04-13-2015 ILLEGIBLE) TIN. CORNER 44.97 DETAIL 04-13-2015 TIN, CORNER
SURVEY BEGINNING VISUAL IN CAP R1E OF POB POC ACHH R1E OF
- N.,R.1 COMMENCEMENT HAND IN BELDW,..z.
3.9 SECTION EASEMENT INSPECTION HOLE HAND
E. DEPARTMENT DIVISION HOLE TABLE
NORTH 17

DATE: 04-25-2018 TTRRSS: 1N1E08
LDWR NO: 17-1511-GN EXHIBIT "A" JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 2
AN EASEMENT LOCATED IN THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 1 NORTH, RANGE 1
EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8, BEING A 3 INCH BRASS CAP IN HAND
HOLE STAMPED "ARIZONA HIGHWAY DEPT. ELEV STA 19", FROM WHICH THE SOUTH QUARTER CORNER
OF SAID SECTION 8, BEING A 2 INCH ALUMINUM CAP IN A HAND HOLE STAMPED "MARICOPA COUNTY
T1N R1E 1/4 S8517 2003 37174", BEARS SOUTH 89 DEGREES 11 MINUTES 49 SECONDS WEST, A
DISTANCE OF 2653.76 FEET;
THENCE ALONG THE SOUTH LINE OF SAID SECTION 8, SOUTH 89 DEGREES 11 MINUTES 49 SECONDS
WEST, A DISTANCE OF 363.64 FEET;
THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 48 MINUTES 11 SECONDS WEST, A DISTANCE
OF 50.51 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF MC 85 AS SHOWN ON THE FINAL PLAT OF
"PROLOG'S PARK 99TH" BOOK 1198, PAGE 7, MARICOPA COUNTY RECORDS AND THE POINT OF
BEGINNING;
THENCE ALONG SAID NORTHERLY LINE THE FOLLOWING FIVE (5) COURSES;
THENCE NORTH 89 DEGREES 11 MINUTES 52 SECONDS EAST, A DISTANCE OF 116.93 FEET;
THENCE NORTH 73 DEGREES 49 MINUTES 17 SECONDS EAST, A DISTANCE OF 28.30 FEET;
THENCE NORTH 89 DEGREES 11 MINUTES 52 SECONDS EAST, A DISTANCE OF 46.75 FEET;
THENCE SOUTH 00 DEGREES 48 MINUTES 08 SECONDS EAST, A DISTANCE OF 5.00 FEET;
THENCE NORTH 89 DEGREES 11 MINUTES 52 SECONDS EAST, A DISTANCE OF 39.42 FEET TO THE
WESTERLY RIGHT-OF-WAY LINE OF 99TH AVENUE AS SHOWN ON SAID "PROLOG'S PARK 99TH";
THENCE ALONG SAID WESTERLY LINE, NORTH 00 DEGREES 01 MINUTES 16 SECONDS WEST, A DISTANCE
OF 15.97 FEET;
THENCE LEAVING SAID WESTERLY LINE, NORTH 89 DEGREES 34 MINUTES 35 SECONDS EAST, A
DISTANCE OF 1.78 FEET;
THENCE SOUTH 00 DEGREES 00 MINUTES 58 SECONDS EAST, A DISTANCE OF 20.00 FEET;

DATE: 04-25-2018 TTRRSS: 1N1E08
LDWR NO: 17-1511-GN JOB NAME: MC85
TECH NAME: HOWARD PAGE: 2 OF 2
THENCE SOUTH 89 DEGREES 34 MINUTES 35 SECONDS WEST, A DISTANCE OF 232.12 FEET TO SAID
POINT OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 763 SQ, FT., OR 0.018 ACRES(S), MORE OR LESS.
END OF DESCRIPTION
REGISTRATION
EXP I RES: 06-30-2020

8 NORTH
TABLE HOLE RlE NCR OF RlE BCHH POC DIVISION DEPARTMENT E.
HAND HOLE INSPECTION CORNER TIN. WASHER 09-15-2010 PER 07. CORNER TIN, 02-03-2005 = EASEMENT SECTION 4.0
IN HAND BEGINNING COMMENCEMENT 8, W/ PAGE 8. = N.,R.1 -
CAP IN VISUAL SCALE QUARTER SPIKE LVI: VARIES SOUTHEAST LVI: = SURVEY LAND 1/4, EAST
CAP OF OF RIGHT-OF-WAY SECTION MAO R/W 1198, 35"E 500°00'58"E 1 SECTION SRP T.1
ABBREVIATION ALUMINUM BRASS LATEST TO NOT POINT POINT EAST BOOK 1 20.00 SE 2.9
N8934 1.78' --- c7IgkqD
NCR EjLJUO
ACHH BCHH LVI NTS POB POC R/W CD CD CD C7' I _ 07,
UD PER PAGE
C: VARIES 1198, 11
NOTED v, Q ,08, 5.00C. 52"E DISTRICT ux11
CENTERLINE EASEMENT AS 71 00.,78 ' 11 46.75' R/W BOOK 7-6 . 1 8.5 N/A N/A
IB1T SRP CORNER /V6.9. N89° -2-6-53 BEARINGS) POWER NTS OF 1 SIZE: CHIEF: DATE:
AND LINE OF 232.12' 5 PROJECT & REVISION:1
m 49"W OF SCALE: SHEET: SHEET CREW FIELD
X SECTION PROPERTY LIMITS SECTION ION 06-30-2020 35"W S89°11' (BASIS RIVER IMPROVEMENT
:1 STRAT 28.30' 1
I N73°49'17"E S89°34 SALT 17-1511-GN 1000042090
-------------- REG EXPIRES: 116.93'
LEGEND AGRICULTURAL WOOLGAR
NUMBER: NUMBER: RAFFIELD HOWARD BY: 0412512018
FOB N89°11'52"E JOB W/O
SRP AMP AGENT: DRAWN: CHECKED DATE:
MILE)
1 LY1 — —1 r-,-, _ — — UI
ST = (2" R1E MC85 12.38' _ _ _ LLfr, R1E NORTH
BUREN _r M6875 T1N G&SRM OF . „
VAN MAP OF POTHOLE 33"E n_ i1 QUARTER AIDTCD TIN, 04-13-2015
VICINITY 1 _9Q__ 9_ I Al 8,
IN ACHH
C); CENTERLINE STONE N49°23 FROM SOUTH Cr1HTU SECTION ACHH LVI: POC
@
\

DATE: 01-14-2019 TTRRSS: 1N1E17
LDWR NO: 17-1511-GN JOB NAME: MC85
TECH NAME: HOWARD PAGE: 1 OF 2
AN EASEMENT LOCATED IN THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 NORTH, RANGE 1
EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 17, BEING A 2 INCH ALUMINUM
CAP IN A HAND HOLE STAMPED "MARICOPA COUNTY T1N RlE 1/4 58 S17 2003 37174", FROM WHICH
THE NORTHWEST CORNER OF SAID SECTION 17, BEING A 3 INCH ALUMINUM CAP IN HAND HOLE
STAMPED "ADOT HIGHWAY DIV.", BEARS SOUTH 89 DEGREES 32 MINUTES 31 SECONDS WEST, A
DISTANCE OF 2628.78 FEET;
THENCE ALONG THE NORTH LINE OF SAID SECTION 17, SOUTH 89 DEGREES 32 MINUTES 31 SECONDS
WEST, A DISTANCE OF 17.20 FEET TO THE POINT OF BEGINNING;
THENCE LEAVING SAID NORTH LINE, SOUTH 00 DEGREES 27 MINUTES 05 SECONDS EAST, A DISTANCE OF
52.48 FEET;
THENCE SOUTH 24 DEGREES 28 MINUTES 53 SECONDS WEST, A DISTANCE OF 38.58 FEET;
THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF 0.51 FEET TO THE
WESTERLY RIGHT-OF-WAY LINE OF 103RD AVENUE DESCRIBED IN DOCUMENT 2014-784280, 2014-
784281 AND 2014-784282, MARICOPA COUNTY RECORDS (MCR);
THENCE ALONG SAID WESTERLY LINE, NORTH 00 DEGREES 11 MINUTES 11 SECONDS EAST, A DISTANCE
OF 11.46 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF MC 85 DESCRIBED IN DOCUMENT 2017-
0421503, MCR;
THENCE ALONG SAID SOUTHERLY LINE, NORTH 45 DEGREES 08 MINUTES 09 SECONDS WEST, A
DISTANCE OF 15.81 FEET;
THENCE LEAVING SAID SOUTHERLY LINE, NORTH 24 DEGREES 28 MINUTES 53 SECONDS EAST, A
DISTANCE OF 18.41 FEET;
THENCE NORTH 00 DEGREES 27 MINUTES 05 SECONDS WEST, A DISTANCE OF 48.06 FEET TO THE NORTH
LINE OF SAID SECTION 17;

DATE: 01-14-2019 TTRRSS: 1N1E17
LDWR NO: 17-1511-GN JOB NAME: MC85
TECH NAME: HOWARD PAGE: 2 OF 2
THENCE ALONG SAID NORTH LINE, NORTH 89 DEGREES 32 MINUTES 31 SECONDS EAST, A DISTANCE OF
20.00 FEET TO SAID POINT OF BEGINNING.
SAID EASEMENT CONTAINS AN AREA OF 1,517 SQ. FT., OR 0,035 ACRES(S), MORE OR LESS.
END OF DESCRIPTION

OF OF
CORNER R1E NOS. 2014-784281 CORNER RlE ILLEGIBLE) TABLE HOLE
TIN, DOC MCR HOLE INSPECTION 17 NORTH
QUARTER 17, 04-13-2015 PER TIN. (CAP HAND HAND COMMENCEMENT DIVISION DEPARTMENT E.
COINCIDENT R/W QUARTER 17. 04-13-2015 IN BEGINNING EASEMENT SECTION 3.9
NORTH SECTION ACHH LVI: 2014-784282. REBAR CAP IN VISUAL SCALE N.,R.1
(NOT POC 33.00' 1---m---2014-784280, CENTER SECTION 1/2" LVI: CAP TO OF OF RIGHT-OF-WAY SURVEY -
& ABBREVIATION ALUMINUM BRASS LATEST NOT POINT POINT LAND SRP 1/4, T.1 EAST
MC85 LINE) w cNI-cC r=1, cp
OF -71 f_71t2,,c5, 21 NW 2.5
SECTION ACHH BCHH LVI NTS FOB POC R/W
CENTERLINE
WITH I co)
20.00'
DISTANCE 52.48' 38.58' 0.51' 11.46' 15.81' 18.41' 48.06' 20.00'
PER MCR DISTRICT 8.5"x11"
- PER MCR TABLE 1 N/A N/A
1BIT 2E28.78'1 oc:R R/w 46, VARIES 00"W 11"E 09"W 53"E 05"W POWER NTS OF SIZE: CHIEF: DATE:
BEARINGS) 2-591.58' OF- RlE PAGE R/W 2017-0421503, LINE BEARING S00°27'05"E S24°28'53"W 1 00 1 1 / 1 N89'32'31"E PROJECT 1 REVISION:2
MC85 - , 33.00' 0 N90 N00°11 N45°08 N24°28 N00°27 & SCALE: SHEET: SHEET CREW FIELD
X OF CORNER TIN, 21n1-0,(B85u, ROADS NO RIVER
(BASIS TTSB9'32'31"W ---- 17. 08-12-2007 %laPW11 DUO LINE L1 L2 L3 L4 L5 LE L7 L8 IMPROVEMENT
NORTHWEST NO. OF 1 SALT 17-1511-ON 1000042090
SECTION ACHH LVI: BOOK
DOCIPO\1"‘ NORTH AGRICULTURAL WOOLGAR
NUMBER: NUMBER: RAFFIELD HOWARD BY: 01/14/2019
EASEMENT NOTED JOB W/O
CENTERLINE AS SRP AMP AGENT: DRAWN: CHECKED DATE:
MILE) LINE SRP CORNER
RD 1 AND OF
=
BUCKEYE (2" R1E G&SRM SECTION PROPERTY LIMITS SECTION
_MC85 MAP TIN
LOWER
VICINITY •
LEGEND

EXHIBIT B REV NO. DATE
(PAGE I OF 2) 5 06/08/11
DWG REFERENCED
FROM ORIGINAL
MAINTAIN MINIMUM WES-ROWGUIDE
VERTICAL CLEARANCE P I PE 2' - 0"
2' Q 11- O. D. MIN. TYPICAL EXCAVATION FOR
MINIMUM SRP IRRIGATION PIPE
SEE NOTE 3
111_ -'111
111-111—
—111=HIEUI
II 1114 1 HI
UNDERCROSSING
Trr, UTILITY 1# 1
ni-J11,7P
PIPELINE - UTILITY CROSSING
2'-0“ PIPE 2' - 0"
MINIMUM MIN. TYPICAL EXCAVATION FOR
SRP IRRIGATION PIPE
SEE NOTE 3
Mr- n1=1 4=111
PARALLEL
AREA BELOW SRP UTILITY
IRRIGATION PIPE
SEE NOTE 3
PIPELINE - PARALLEL UTILITY
i'-0" CLEAR
MINIMUM
RETENTION
M Tr=
PIPELINES - RETENTION BASIN

EXHIBIT B REV
NO DATE
(PAGE 2 OF 2) 5 06/08/11
4' - 0" DWG REFERENCED
MINIMUM CLEARANCE SRP IRRIGATION FROM WES-ROWGUIDE ORIGINAL
AROUND ALL STRUCTURE/FACILITY
SRP IRRIGATION
STRUCTURES/FACILITIES
(TYPICAL)
IRRIGATION
STRUCTURE/FACILITY
CLEARANCE
OUTSIDE
DIAMETER/
PER IMETER-'-
OF MATURE
TREE
CANOPY
I SRP R/W
SEE NOTE 4
- EDGE OF
EXCAVATION
FOR ROOT BALL
PIPELINES - LANDSCAPING
NOTES
I. THESE GUIDELINES ARE PROVIDED AS A GENERAL AID TO PLANNING. ACTUAL SRP
REQUIREMENTS MAY VARY BASED ON SITE-SPECIFIC CONDITIONS, OPERATIONAL
CONSIDERATIONS, FTC.
2. AN SRP LICENSE IS REQUIRED FOR UTILITIES CROSSING/PARALLEL TO SRP
IRRIGATION PIPE IN SRP RIGHT-OF-WAY. SRP REQUIRES ENGINEER DESIGNED
UTILITY CROSSING/LOCATION AND EXCAVATION PLAN.
3. OTHER UTILITIES ARE NOT PERMITTED IN THESE AREAS.
4, SRP MAY LICENSE LIMITED USES OF ITS RIGHT - OF-WAY SUCH AS PARKING,
SIDEWALK, LAWN, ETC. POLES, STRUCTURES AND TREES ARE TYPICALLY NOT
PERMITTED IN SRP RIGHT-OF-WAY. INCLUDE DESIGN DRAWINGS FOR PROPOSED
USE WHEN SUBMITTING REQUEST TO SRP FOR LICENSE.
5. REQUESTS FOR SRP LICENSES ARE HANDLED ON A CASE-BY - CASE BASIS. CONTACT
SRP AT 602 - 236-5799 REGARDING LICENSES FOR SITES LOCATED NORTH AND
SOUTH OF THE SALT RIVER.