2024-04-04 -PC 647 -WARRANTY-ORIGINAL.PDF

MARICOPA COUNTY, a political subdivision of the State of Arizona hereby warrants to
MARICOPA COUNTY MUNICIPAL WATER CONSERVATION DISTRICT NUMBER ONE, a
political subdivision of the State of Arizona (“MWD”), the following certain personal property
(“Property”) against defects in materials and installation for a period of two (2) years effective as
of August 1, 2022.

One Hundred Eighty Eight (188) Linear Feet of 48” Steel Casing
Pipe; Eight Hundred Eighty (880) Linear Feet of 4” Schedule 40
Polyvinyl Chloride Pipe; One Hundred Twenty Nine (129)
Linear Feet of 12” Class 350 MJ Ductile Iron Pipe; Thirty Six
(36) Linear Feet of 12” Schedule 40 Steel Pipe; Five Hundred
(500) Linear Feet of 30” Mega Lug Retained Joint Class 150
Ductile Iron Pipe; One Thousand Eight Hundred Eighty (1,880)
Linear Feet of 24” Class Ill R.G.R.C.P.; Seven Thousand Three
Hundred Seventy One (7,371) Linear Feet of 30” Class Ill
R.G.R.C.P.; One Thousand One Hundred Eighty One (1,181)
Linear Feet of 36” Class Ill R.G.R.C.P.; One Hundred Sixty Nine
(169) Linear Feet of 24” Class IV R.G.R.C.P.; One Hundred
Seventy One (171) Linear Feet of 30” Class IV R.G.R.C.P.; Fifty
Two (52) Linear Feet of 24” Class V R.G.R.C.P.; Three Hundred
Seven (307) Linear Feet of 30” Class V R.G.R.C.P.; Thirty
Three (33) Manholes; Five (5) Flow Control Structures; Two (2)
Flow Measurement Structures; One (1) Standbox; One (1)
Private Division Box; One (1) Pipe Access Vault; One (1)
Decoupling Vault; One (1) Inlet Headwall; Two (2) Outlet
Headwalls; Two (2) 20-foot Roll Gates for Wellsite; Two (2)
Precast Pull Box; Six (6) Pipe Collars; Five Hundred Six (506)
Linear Feet of 72” Chain Link Fence; all completed in
accordance with George Cairo Engineering’s design plans
entitled “MCDOT Olive Avenue Relocations - Lateral 8
Sublateral E, Lateral 9, Lateral 9 Sublateral C, And Lateral 9
Sublateral E - Citrus Road to SR 303 (MCDOT TT497)”, Project
No. MWD-46, As-Built Certified on October 30, 2019.

The Property is located in the Section 25, Township 3 North, Range 2 West, Section 35,
Township 3 North, Range 2 West, and Section 36, Township 3 North, Range 2 West, of the Gila
and Salt River Base and Meridian in Maricopa County, Arizona, all as more particularly described
in Exhibit “A” attached hereto.

[Signature page to follow]

IN WITNESS WHEREOF, the undersigned has executed this Warranty on the

day of , 2024.

RECOMMENDED FOR APPROVAL:

Name, Title

Before me,

ACCEPTED

MARICOPA COUNTY
BOARD OF SUPERVISORS

BY:

Chairman, Board of Supervisors

Date:

ATTEST:

Clerk of the Board of Supervisors

Date:

, Notary Public in and for said County, State

of Arizona, on this day personally appeared

, Known to me

to be the person whose name is subscribed to the foregoing instrument as the Chairman of the
Board of the Political Subdivision described in the foregoing instrument, and as such he/she
acknowledged to me that he/she executed the same for said Board, for the purpose and
consideration therein expressed, as its free act and deed and by each of them voluntary executed.

Given under my hand and seal of the office this

My Commission Expires

Approved as to form and within the powers
and authority of the Board of Supervisors:

Deputy County Attorney

Date:

day of 2024.

Notary Public (signature)

Exhibit “A”
Page 1 of 15

EXHIBIT “A”
MCDOT — OLIVE AVE - CITRUS RD TO COTTON LN
MWD LATERAL 8 SUBLATERAL E EASEMENT
MARICOPA COUNTY PARCEL 1

THAT PARCEL OF LAND LYING WITHIN THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 NORTH,
RANGE 2 WEST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS
FOLLOWS:

COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 25;
THENCE, UPON THE WEST LINE OF SAID SECTION 25, NORTH 00°16’32” EAST, A DISTANCE OF 365.54 FEET;

THENCE, UPON A LINE PARALLEL TO THE SOUTH LINE OF SAID SECTION 25, SOUTH 89°43'44” EAST, A
DISTANCE OF 82.00 FEET TO ALINE PARALLEL TO AND 82.00 FEET EAST OF SAID WEST LINE OF SECTION
25 AND THE POINT OF BEGINNING (POB);

THENCE, UPON SAID LINE PARALLEL TO AND 82.00 FEET EAST OF THE WEST LINE OF SECTION 25, NORTH
00°16'32” EAST, A DISTANCE OF 320.62 FEET TO A NON-TANGENT CURVE CONCAVE TO THE WEST AND
HAVING A RADIAL BEARING OF SOUTH 89°45'03” EAST;

THENCE, NORTHERLY UPON THE ARC OF SAID CURVE, HAVING A RADIUS OF 10319.59 FEET, A CENTRAL
ANGLE OF 04°00'19", AND AN ARC DISTANCE OF 721.40 FEET;

THENCE, NORTH 90°00'00” WEST, A DISTANCE OF 13.46 FEET TO A LINE PARALLEL TO AND 43.00 FEET
EAST OF THE WEST LINE OF SAID SECTION 25;

THENCE, UPON SAID LINE PARALLEL TO AND 43.00 FEET EAST OF THE WEST LINE OF SECTION 25, NORTH
00°16'32” EAST, A DISTANCE OF 20.00 FEET TO A POINT THAT LIES SOUTH 01°45’36” EAST, A DISTANCE OF
1210.58 FEET FROM THE WEST QUARTER CORNER OF SAID SECTION 285;

THENCE, NORTH 90°00’00” EAST, A DISTANCE OF 32.08 FEET TO A NON-TANGENT CURVE CONCAVE TO
THE WEST AND HAVING A RADIAL BEARING OF NORTH 86°08'24” EAST;

THENCE, SOUTHERLY UPON THE ARC OF SAID CURVE, HAVING A RADIUS OF 10339.60 FEET, HAVING A
CENTRAL ANGLE OF 04°06'33”, AND AN ARC DISTANCE OF 741,54 FEET, TO A LINE PARALLEL TO AND
102.00 FEET EAST OF THE WEST LINE OF SAID SECTION 25;

THENCE UPON SAID LINE PARALLEL TO AND 102.00 FEET EAST OF THE WEST LINE OF SECTION 25,
SOUTH 00°16'32” WEST, A DISTANCE OF 268.51 FEET;

THENCE, SOUTH 89°43'28” EAST, A DISTANCE OF 20.00 FEET TO ALINE PARALLEL TO AND 122.00 FEET
EAST OF THE WEST LINE OF SAID SECTION 25;

THENCE UPON SAID LINE PARALLEL TO AND 122.00 FEET EAST OF THE WEST LINE OF SECTION 25,
SOUTH 00°16'32” WEST, A DISTANCE OF 60.00 FEET;

THENCE, NORTH 89°43'28" WEST, A DISTANCE OF 20.00 FEET TO ALINE PARALLEL TO AND 102.00 FEET
EAST OF THE WEST LINE OF SAID SECTION 25;

THENCE UPON SAID LINE PARALLEL TO AND 102,00 FEET EAST OF THE WEST LINE OF SECTION 25,
SOUTH 00°16'32” WEST, A DISTANCE OF 19.85 FEET TO ANON-TANGENT CURVE CONCAVE TO THE
NORTHEAST AND HAVING A RADIAL BEARING OF SOUTH 52°36'47” WEST;

THENCE, NORTHWESTERLY UPON THE ARC OF SAID CURVE, HAVING A RADIUS OF 523.63 FEET, A
CENTRAL ANGLE OF 03°44'33”, AND AN ARC DISTANCE OF 34.20 FEET TO THE POINT OF BEGINNING (POB).

1 OF 3

Exhibit “A”
Page 2 of 15

CONTAINING 22,982 SQUARE FEET (0.53 ACRES), MORE OR LESS.

PREPARED BY:
DAVID A. RHINE, RLS
GEORGE CAIRO ENGINEERING, INC,
1630 S. STAPLEY DRIVE, SUITE 117
MESA, ARIZONA 85204
480-921-4080
480-921-4087 FAX
www.qeairoinc.com

MWD APPROVED
LL“
——__/

20F 3

Exhibit “A”
Page 3 of 15

W 1/4 COR

SEC 25, T3N, R2W \

Fae
Ns N90°00'00"E
Or, 32.08"

REFERENCE:

DOCUMENT 20170556177 DATED
06/07/2017 AND RECORDED 07/28/2017.

{ 2% <,
QV,
| wo
q \
43.00 Nw |: L=741.54, R=10339.60
A=04°06'33"
N86°08'24"E (RADIAL)
q i}
jNoorte32"e | ~7°f| L=721.40, R=10319.59
20.00" \ A=04°00'19"
Rantnoinc"i \ $89°45103'E (RADIAL)
13.46"

(RADIAL) ig I \
102.00' - s00°16'32"W
wal eal 268.51"
S\< ors 1. ___$89°43'28"E
ols Lo x =z 20.00"
rl a IN E
ols S / I
OIN z
— 122.00' |
wy +! =
z 82.00! { =|.
< 22,982SQFT# | —»~ S18
z 0.53 ACRES + 51S a
[e} _ eAataa \; POB ©
Pope _ segagag"e A B
rE 82.00' :
Q! 102.00" \ €
w L=34.20, Re62368 7" N89°43'28"'W
= A=03°44'33" 20.00
@ 8 $52°36'47"W (RADIAL) ;
s|s8 §00°16'32"W
8 19.85"
ZI
$ 1/4 COR
J SEC 25, T3N, R2W
_ $ 89°43'44" E
2631.28" i =
OLIVE AVENUE

SW COR
SEC 25, T3N, R2W

1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
(480) 921 - 4080
www. gcairoinc.com

DATE: 04/19/2018 | JOB NO: MWD - 46]/IMARICOPA WATER DISTRICT EASEMENT

AJMIAD MCDOT - OLIVE AVE
MARICOPA WATER DISTRICT SOS Ee TO eereeie
44825 WEST GRAND AVENUE MARICOPA COUNTY

SURPRISE, AZ 85374

(623) 546 - 8266 LATERAL 8 SUBLATERAL E -PARCEL1 {3 OF 3

Exhibit “A”
Page 4 of 15°

EXHIBIT “A”
MCDOT — OLIVE AVE — CITRUS RD TO COTTON LN
MWD LATERAL 9 AND LATERAL 9 SUBLATERAL C EASEMENT
MARICOPA COUNTY PARCEL 2

THAT PARCEL OF LAND LYING WITHIN THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 3 NORTH,
RANGE 2 WEST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS
FOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 35;

THENCE UPON THE NORTH LINE OF SAID SECTION 35, SOUTH 89°57'33” EAST, A DISTANCE OF 183.00
FEET;

THENCE SOUTH 00°18'17” WEST, A DISTANCE OF 33.00 FEET TO A LINE PARALLEL TO THE NORTH LINE OF
SAID SECTION 35, AND ALSO BEING THE POINT OF BEGINNING (POB);

THENCE CONTINUING UPON SAID PARALLEL LINE, SOUTH 89°57'33" EAST, A DISTANCE OF 20.00 FEET TO
ALINE PARALLEL TO AND 203.00 FEET EAST OF THE WEST LINE OF SAID SECTION 35; :

THENCE CONTINUING UPON SAID PARALLEL LINE, SOUTH 00°18'17” WEST, A DISTANCE OF 170.00 FEET;
THENCE NORTH 89°57'01” WEST, A DISTANCE OF 118.00 FEET;
THENCE SOUTH 00°18'41” WEST, A DISTANCE OF 20.00 FEET;

THENCE NORTH 89°56’59” WEST, A DISTANCE OF 20.00 FEET TO A LINE PARALLEL TO AND 65.00 FEET
EAST OF THE WEST LINE OF SAID SECTION 35;

THENCE CONTINUING UPON SAID PARALLEL LINE, SOUTH 00°18'17" WEST, A DISTANCE OF 829.35 FEET;
THENCE NORTH 89°41’43” WEST, A DISTANCE OF 32.00 FEET TO A POINT THAT LIES NORTH 01°29°44"
EAST, A DISTANCE OF 1587.99 FEET FROM THE WEST QUARTER CORNER OF AFORMENTIONED SECTION
35;

THENCE UPON A LINE PARALLEL TO AND 33.00 FEET EAST OF THE WEST LINE OF SAID SECTION 35,
NORTH 00°18'17” EAST, A DISTANCE OF 20.00 FEET;

THENCE SOUTH 89°41’43” EAST, A DISTANCE OF 12.00 FEET TOA a PARALLEL TO AND 45.00 FEET EAST
OF THE WEST LINE OF SAID SECTION 35;

THENCE CONTINUING UPON SAID PARALLEL LINE, NORTH 00°18'17” EAST, A DISTANCE OF 829.27 FEET;

THENCE NORTH 89°57'01” WEST, A DISTANCE OF 12.00 FEET TO ALINE PARALLEL TO AND 33.00 FEET
EAST OF THE WEST LINE OF SAID SECTION 35;

THENCE CONTINUING UPON SAID PARALLEL LINE, NORTH 00°18'17" EAST, A DISTANCE OF 19.98 FEET TO
ALINE PARALLEL TO AND 183.00 FEET SOUTH OF THE NORTH LINE OF SAID SECTION 35;

THENCE CONTINUING UPON SAID PARALLEL LINE, SOUTH 89°57'33" EAST, A DISTANCE OF 150.00 FEET TO
ALINE PARALLEL TO AND 183.00 FEET EAST OF THE WEST LINE OF SAID SECTION 35;

THENCE CONTINUING UPON SAID PARALLEL LINE, NORTH 00°18'17” EAST, A DISTANCE OF 150.00 FEET TO
THE POINT OF BEGINNING (POB).

1 OF 3

Exhibit “A”
Page 5 of 15

CONTAINING 24026.36 SQUARE FEET (0.55 ACRES), MORE OR LESS.

PREPARED BY:
DAVID A. RHINE, RLS
GEORGE CAIRO ENGINEERING, INC.
4630 S. STAPLEY DRIVE, SUITE 117
MESA, ARIZONA 85204
480-921-4080
480-921-4087 FAX
www.geairoinc.com

EXPIRES! 3731/2019

yng APPROVED

ae pa

20F3

Exhibit “A”

RECORDED 03/24/2017.

Page 6 of 15
$00°1817"W
NW COR 33.00! OLIVEAVE = 14coR
SEC 35 _, $89°57'33"E N 89°57'33" W 2639.87! SEC 35
183,00' ~ ~ oN
~ somes | ene see cere eee wt fee eee meses tees termes Nye
POB-_ !
exsg | s
MWDROMOLA! ; 1 ! ‘lo _|2
! i= ' ! al=S olO
‘ a 1 alO N (a4
EX 20! i | 3 |e x<laQ
MWD ROW L_-__|_ 183! [s fi 9 ale
| ft} 203" Ly S
|i eed £13 1 24026.36 SQFT
we 18 a rT 0.55 ACRES
oO) 33
Q i] N F a sa
a 3g: AA [r 13>
a S| Ltt | 7
2] = 45! an | a L4
0 x | 68 L5
z a i iS 1 LINE#| DIRECTION | LENGTH
Ea: rt ie Li | 889°67'33"E | 20.00"
o | i L2__| s00°18'17"W | 170.00"
V9! 4 L3__| Neg*s7'o1"w | 118.00"
1 i L4__| soo1e'41"W |__ 20.00"
33° °7| 1 L5__| Nag*se's9"W | 20.00"
* } Lé_| soo-1a't7"W | 829.35
| .
‘ po L7 L7___|.N89°41'43"W [__32.00'
| al: L8_| NOO18'17"E | 20.00'
Iw | Lo | $89°41'43"E | 12.00'
1 Pe: L10_| NOO18%17"E | 829.27'
es i L11_| Neo°57'01'W | _ 12.00
Si: Li2_| NOO18%7"E | 19.98"
pg L13__| $89°57'33"E | 150.00"
7 4 L14_[ Noo°18'17"E | 150.00!
W14CORT i
SEC 35 :
| REFERENCE:
4. DOCUMENT 20170207157
DATED 02/07/2017 AND

Ea]

MARICOPA WATER DISTRICT EASEMENT

=> (Gece IME
GEORGE CAIRO ENGINEERING, INC.
4630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
(480) 921 - 4080

DATE: _ 04/11/2019] JOB NO: MWD - 46

MAND

MCDOT OLIVE AVENUE

MARICOPA WATER DISTRICT
44825 WEST GRAND AVENUE
SURPRISE, AZ 85374

MARICOPA COUNTY

www. gcairoinc.com

(623) 546 - 8266

LATERAL 9 SUBLATERAL C-PARCEL2 {3 OF 3

Exhibit “A”
Page 7 of 15

EXHIBIT “A”
MCDOT - OLIVE AVE — CITRUS RD TO COTTON LN
MWD LATERAL 9 EASEMENT
MARICOPA COUNTY PARCEL 3

THAT PARCEL OF LAND LYING WITHIN THE NORTH HALF OF SECTION 35, TOWNSHIP 3 NORTH, RANGE 2
WEST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 35;

THENCE UPON THE WEST LINE OF SAID SECTION 35, SOUTH 00°18'17" WEST, A DISTANCE OF 31.24 FEET;
THENCE SOUTH 89°41’43” EAST, A DISTANCE OF 380.97 FEET TO A LINE PARALLEL TO AND 33.00 FEET
SOUTH OF THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 35, AND ALSO BEING THE
POINT OF BEGINNING (POB);

THENCE CONTINUING UPON SAID PARALLEL LINE, SOUTH 89°5733" EAST, A DISTANCE OF 2260.65 FEET
TO ALINE PARALLEL TO AND 33.00 FEET SOUTH OF THE NORTH LINE OF THE NORTHEAST QUARTER OF
SAID SECTION 35;

THENCE UPON SAID PARALLEL LINE, SOUTH 89°57'47” EAST, A DISTANCE OF 1304.78 FEET TO A POINT
THAT LIES SOUTH 88°38'30" WEST, A DISTANCE OF 1355.38 FEET FROM THE NORTHEAST CORNER OF
SAID SECTION 35;

THENCE SOUTH 75°15'10" WEST, A DISTANCE OF 27.42 FEET TO A LINE PARALLEL TO AND 40.00 FEET
SOUTH OF THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 35;

THENCE UPON SAID PARALLEL LINE, NORTH 89°57’47” WEST, A DISTANCE OF 159.49 FEET;
THENCE SOUTH 00°02'14” WEST, A DISTANCE OF 10.00 FEET;
THENCE NORTH 89°57'46" WEST, A DISTANCE OF 40,00 FEET;

THENCE NORTH 00°02'14" EAST, A DISTANCE OF 10.00 FEET TO A LINE PARALLEL TO AND 40.00 FEET
SOUTH OF THE NORTH LINE OF THE NORTHEAST QUARTER OF AFORMENTIONED SECTION 35;

THENCE UPON SAID PARALLEL LINE, NORTH 89°57’47” WEST, A DISTANCE OF 1078.83 FEET;
THENCE NORTH 89°57'33" WEST, A DISTANCE OF 346.47 FEET;
THENCE SOUTH 00°02’27" WEST, A DISTANCE OF 25.00 FEET;

THENCE NORTH 44°57'33” WEST, A DISTANCE OF 35.36 FEET TO ALINE PARALLEL TO AND 40.00 FEET
SOUTH OF THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 35;

THENCE UPON SAID PARALLEL LINE, NORTH 89°57’33” WEST, A DISTANCE OF 963.00 FEET;

THENCE SOUTH 00°02'27” WEST, A DISTANCE OF 10.00 FEET TO A LINE PARALLEL TO AND 50.00 FEET
SOUTH OF THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 35;

THENCE UPON SAID PARALLEL LINE, NORTH 89°57’33” WEST, A DISTANCE OF 40.00 FEET;

THENCE NORTH 00°02'27” EAST, A DISTANCE OF 10.00 FEET TO A LINE PARALLEL TO AND 40.00 FEET
SOUTH OF THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 35;

THENCE UPON SAID PARALLEL LINE, NORTH 89°57'33” WEST, A DISTANCE OF 884.58 FEET;

1 OF 3

Exhibit “A”
Page 8 of 15

THENCE NORTH 00°00°48" EAST, A DISTANCE OF 7.00 FEET, TO THE POINT OF BEGINNING (POB).

CONTAINING 26054 SQUARE FEET (0.60 ACRES), MORE OR LESS.

PREPARED BY:
DAVID A. RHINE, RLS
GEORGE CAIRO ENGINEERING, INC.
1630 S. STAPLEY DRIVE, SUITE 117
MESA, ARIZONA 85204
480-921-4080
480-921-4087 FAX
www.geairoinc.com

AYR APPROVE! q
Dr} Zila

20F 3

Exhibit “A”

Page 9 of 15
REFERENCE:
4, DOCUMENT 20170207157 DATED 02/07/2017
AND RECORDED 03/24/2017.
2, DOCUMENT 20170716330 DATED 09/19/2017
AND RECORDED 09/28/2017.
3. DOCUMENT 20170508649 DATED 05/12/2017
AND RECORDED 07/12/2017.
s
fe}
ae
210
Ales N 1/4 COR
NW COR OLIVE AVENUE |= SEC 35 NE COR
SEC 35 oragat , |S oRyiartt , SEC 35
a § 89°57'33" E 2639.87 $ 89°57'47" E_2659,76
$ 00°18'17" W att ca
= 34:24" --> - some a) eee « nes eee os = be ae ean oy
ma 3 5 = oes 5 .
_ £-§ 89°41'43" E Ltt _ si L2 Sg. |
sof 7 197: gia i ce one mec
gl | 880% Liz re a7
S | H Li4 Z> Lé
oe | 13 L9 L7 LS
Sot: L10 26054 SQ FT +
as}; i EX MWD WELL SITE TED AGRE &
ili: 9-35W, BK 331, PG 102-104 : =
) %) 1 EX20
wo, | | MWOESMT \-NEW MWD WELL SITE 9-35W
Dol ij _EX33!
fe {: MWD ROMOLA LINE#| DIRECTION | LENGTH
6 bo Li | S8e°s733"E | 2260.65"
i : L2 $ 89°57'47"E | 1304.78
W1/4 COR 13 | s7se1sto"w | 27.42!
SEC 35 L4__| N89°57'47"W | 159.49!
| L5 | so070214"w | 40.00"
Le | N89%57'46"W | 40.00!
Lz | Noo°0214"E | 10,00
Le | N89°57'47"W | 1078.83!
Lo | N89°57'33"W | 346.47!
Lio | $00°02'27"W | 25.00!
Lit | N44°57'33"W | 35.36"
L12. | N89°57'33"W | 963.00'
L13_ | $00°0227"W | 10.00!
L14__| N89°57'33"W | 40.00!
L145 | N00°0227"E | 10.00!
Li6 | N89°57'33"W | 884.58!
“17 | Noo°00'48"E | _7.00'
" DATE: 01/11/2019] JOB NO: MWD - 46,(MARICOPA WATER DISTRICT EASEMENT
a ine. iS MCDOT - OLIVE AVENUE
GEORGE CAIRO ENGINEERING, INC, aE OM ONIN
1630 S. STAPLEY DR., SUITE 117] MARICOPA WATER DISTRICT
MESA, ARIZONA 85204 14825 WEST GRAND AVENUE MARIGOPA COUNTY
(480) 92% - 4080 SURPRISE, AZ 85374
www. gcairoinc.com (623) 546 - 8266 LATERAL 9 - PARCEL 3 [3 OF 3

Exhibit “A”
Page 10 of 15

EXHIBIT “A”
MCDOT — OLIVE AVE — CITRUS RD TO COTTON LN
MWD LATERAL 9 EASEMENT
MARICOPA COUNTY PARCEL 4

THAT PARCEL OF LAND LYING WITHIN THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 3 NORTH,
RANGE 2 WEST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS
FOLLOWS:

COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 35;

THENCE UPON THE EAST LINE OF SAID SECTION 35, SOUTH 00°17’28” WEST, A DISTANCE OF 97.77 FEET;

THENCE NORTH 89°44'02” WEST, A DISTANCE OF 33.00 FEET TO A LINE PARALLEL TO AND 33.00 FEET
WEST OF THE EAST LINE OF SAID SECTION 35, ALSO BEING THE POINT OF BEGINNING (POB);

THENCE UPON SAID PARALLEL LINE, SOUTH 00°17'28” WEST, A DISTANCE OF 20.00 FEET;
THENCE NORTH 89°44'02” WEST, A DISTANCE OF 25.41 FEET;

THENCE NORTH 36°03'11” WEST, A DISTANCE OF 41.49 FEET;

THENGE NORTH 85°58'41” WEST, A DISTANCE OF 489.76 FEET;

THENCE NORTH 00°04’54” EAST, A DISTANCE OF 16.98 FEET TO A POINT THAT LIES SOUTH 89°03'27” EAST,
A DISTANCE OF 2088.08 FEET FROM THE NORTH QUARTER CORNER OF AFORMENTIONED SECTION 35;

THENCE UPON A LINE PARALLEL TO AND 33.00 FEET SOUTH OF THE NORTH LINE OF SAID SECTION 35,
SOUTH 89°57’47" EAST, A DISTANCE OF 83.78 FEET;

THENCE SOUTH 58°22'48” EAST, A DISTANCE OF 5.95 FEET;

THENCE SOUTH 85°58'41” EAST, A DISTANCE OF 411.39 FEET;

THENCE SOUTH 36°03'11” EAST, A DISTANCE OF 40.68 FEET;

THENCE SOUTH 89°44'02” EAST, A DISTANCE OF 15.30 FEET, TO THE POINT OF BEGINNING (POB).
CONTAINING 11126 SQUARE FEET (0.26 ACRES), MORE OR LESS.

PREPARED BY:
DAVID A. RHINE, RLS
GEORGE CAIRO ENGINEERING, INC.
1630 S. STAPLEY DRIVE, SUITE 117
MESA, ARIZONA 85204
480-921-4080
480-921-4087 FAX
www.geairoinc.com

WD APPROVE
WT | LAGS
fj

1 OF 2

Exhibit “A”

Page 11 of 15
REFERENCE:
1. DOCUMENT 20170388209 DATED
05/19/2017 AND RECORDED 05/30/2017.
ha
ir ld NTS
|= al=
S QD 10
OLIVE AVENUE Se 4 rl ea
N 1/4COR in g NE COR
Ss _ _Naos747"w 2650.78 [= BEC Ss
appa rrremes bs! -S 890 ee ee ee te fe . —— | . oe AM
S OZ 5% oe —— os
20887 08? & Bs =
< L6 L7 g R
SIN
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ia @
MWD WELL_/“: H man LAE sat
SITE 9-35E ‘ a 5 |_N89°44'02" W
ee ae 33.00
27 2
11126 SQFT + i Ratt
0.26 ACRES + EX 33" | [5 3
MWD ROMOLA ! nN
: a=
H = Zz
2 Oo
EE
LINE#| DIRECTION | LENGTH i838
L1__| § 00°1728" W | 20.00! o
L2__| Neg44'o2"W | 25.41" ;
L3_ | N36°0311" W |__41.49'
L4__|N85°58'41" W | _489.76' :
L5 | N00°04'54"E |  16.98' i
L6_| $ 89°57'47"E | 83.78 4
[7 | $ 58°2248"E | 5.95" : E 1/4COR
Ls | S 855841" E | 411.30 SEC 35
Lo | $36°0317"E | 40.68"
Lio | Seg°44'o2"E | 15.30!
€ DATE: 09/05/2018 | JOB NO: MWD - 46|MARICOPA WATER DISTRICT EASEMENT
ah. i Brie FR MCDOT - OLIVE AVENUE
GEORGE CAIRO ENGINEERING, INC. oO ero COMON EN
4630 S. STAPLEY DR., SUITE 117] MARICOPA WATER DISTRICT
MESA, ARIZONA 85204 44825 WEST GRAND AVENUE MARICOPA COUNTY
(480) 921 - 4080 SURPRISE, AZ 85374
www. gcairoinc.com (623) 546 - 8266 LATERAL 9 - PARCEL 4 }[2 OF 2

Exhibit “A”
Page 12 of 15

EXHIBIT “A”
MCDOT ~ OLIVE AVE - CITRUS RD TO COTTON LN
MWD LATERAL 9 AND LATERAL 9 SUBLATERAL E EASEMENT
MARICOPA COUNTY PARCEL 5

THAT PARCEL OF LAND LYING WITHIN THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 3 NORTH,
RANGE 2 WEST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS
FOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 36;

THENCE UPON THE WEST LINE OF SAID SECTION 36, SOUTH 00°17’28” WEST, A DISTANCE OF 97.77 FEET;

THENCE UPON A LINE PARALLEL TO AND 97.77 FEET SOUTH OF THE NORTH LINE OF SAID SECTION 36,
SOUTH 89°43'44” EAST, A DISTANCE OF 33.00 FEET TO THE POINT OF BEGINNING (POB);

THENCE CONTINUING UPON SAID PARALLEL LINE, SOUTH 89°43’44” EAST, A DISTANCE OF 54.34 FEET;

THENCE NORTH 00°00’00" WEST, A DISTANCE OF 8.87 FEET TO ALINE PARALLEL TO AND 88.90 FEET
SOUTH OF THE NORTH LINE OF SAID SECTION 36;

THENCE UPON SAID PARALLEL LINE, SOUTH 89°43'44” EAST, A DISTANCE OF 22.52 FEET;

THENCE NORTH 00°17'28” EAST, A DISTANCE OF 55.90 FEET TO A LINE PARALLEL TO AND 33.00 FEET
SOUTH OF THE NORTH LINE OF SAID SECTION 36;

THENCE UPON SAID PARALLEL LINE, SOUTH 89°43'44” EAST, A DISTANCE OF 20.00 FEET;
THENCE SOUTH 00°17'28" WEST, A DISTANCE OF 28.85 FEET;
THENCE SOUTH 84°07'24” EAST, A DISTANCE OF 179.06 FEET;

THENCE SOUTH 65°42'48" EAST, A DISTANCE OF 22.10 FEET TO A NON-TANGENT CURVE HAVING A RADIAL
BEARING OF SOUTH 05°10'13" WEST:

THENCE SOUTHEASTERLY UPON THE ARC OF SAID CURVE, BEING CONCAVE TO THE NORTHEAST,
HAVING A RADIUS OF 10035.00 FEET, A CENTRAL ANGLE OF 04°53’56”, AND AN ARC DISTANCE OF 858.04
FEET;

THENCE SOUTH 89°43'44” EAST, A DISTANCE OF 277.88 FEET;

THENCE SOUTH 00°16'16” WEST, A DISTANCE OF 47.00 FEET;

THENCE SOUTH 89°43'44” EAST, A DISTANCE OF 250.13 FEET;

THENCE NORTH 00°17'28” EAST, A DISTANCE OF 133.00 FEET TO A LINE PARALLEL TO AND 33,00 FEET
SOUTH OF THE NORTH LINE OF SAID SECTION 36;

THENCE UPON SAID PARALLEL LINE, SOUTH 89°43'44” EAST, A DISTANCE OF 20,00 FEET TO A POINT THAT
LIES SOUTH 88°09'18” WEST, A DISTANCE OF 893.69 FEET FROM THE NORTH QUARTER CORNER OF SAID
SECTION 36;

THENCE SOUTH 00°17'28” WEST, A DISTANCE OF 153.00 FEET;

THENCE NORTH 89°43'44" WEST, A DISTANCE OF 290.12 FEET;

1 OF 3

Exhibit “A”
Page 13 of 15

THENCE NORTH 00°1616” EAST, A DISTANCE OF 47.00 FEET;

THENCE NORTH 89°43'44" WEST, A DISTANCE OF 257.88 FEET TO A NON-TANGENT CURVE HAVING A
RADIAL BEARING OF SOUTH 00°16'13” WEST;

THENCE NORTHWESTERLY UPON THE ARC OF SAID CURVE, BEING CONCAVE TO THE NORTHEAST,
al A RADIUS OF 10055.00 FEET, A CENTRAL ANGLE OF 05°11'05", AND AN ARC DISTANCE OF 909.34
THENCE NORTH 05°27'07" EAST, A DISTANCE OF 7.47 FEET;

THENCE NORTH 84°07'24” WEST, A DISTANCE OF 148.67 FEET;

THENCE SOUTH 00°00'00" EAST, A DISTANCE OF 45.49 FEET;

THENCE SOUTH 90°00'00" WEST, A DISTANCE OF 30.06 FEET; ‘

THENCE SOUTH 00°17'13" WEST, A DISTANCE OF 214.03 FEET;

THENCE SOUTH 08°25'14” WEST, A DISTANCE OF 315.10 FEET TO A LINE PARALLEL TO AND 54.97 FEET
EAST OF THE WEST LINE OF AFORMENTIONED SECTION 36;

THENCE UPON SAID PARALLEL LINE, SOUTH 00°17'28" WEST, A DISTANCE OF 369.89 FEET;

THENCE NORTH 89°42'32” WEST, A DISTANCE OF 21.97 FEET TO ALINE PARALLEL TO AND 33.00 FEET
EAST OF THE WEST LINE OF SAID SECTION 36;

THENCE UPON SAID PARALLEL LINE, NORTH 00°17'28” EAST, A DISTANCE OF 20.00 FEET;

THENCE SOUTH 89°42'32" EAST, A DISTANCE OF 1.97 FEET TO A LINE PARALLEL TO AND 34.97 FEET EAST
OF THE WEST LINE OF SAID SECTION 36;

THENCE UPON SAID PARALLEL LINE, NORTH 00°17'28” EAST, A DISTANCE OF 351.31 FEET;
THENCE NORTH 08°25'14” EAST, A DISTANCE OF 315.09 FEET;
THENCE NORTH 00°17'13” EAST, A DISTANCE OF 216.40 FEET;

THENCE NORTH 89°43°44” WEST, A DISTANCE OF 46.52 FEET TO ALINE PARALLEL TO AND 33.00 FEET
EAST OF THE WEST LINE OF AFORMENTIONED SECTION 36;

THENCE UPON SAID PARALLEL LINE, NORTH 00°17'28” EAST, A DISTANCE OF 20.00 FEET, TO THE POINT
OF BEGINNING (POB).

CONTAINING 57748.63 SQUARE FEET (1.33 ACRES), MORE OR LESS.

PREPARED BY:
DAVID A. RHINE, RLS
GEORGE CAIRO ENGINEERING, INC.
1630 S. STAPLEY DRIVE, SUITE 117
MESA, ARIZONA 85204
480-921-4080
480-921-4087 FAX

www.gcairoinc.com

‘MWD APPROVED /_
2 LAs Z8[25
—[epaxpete

20F 3

Exhibit “A”

Page 14 of 15
TE
ale ala 88870918" W
kiwicor OLIVE AVENUE s - 3 8 Q 893.68 \ Ny 4/4 COR
“ . zs soagaare “2 s —
St wed fe 2834.28 : Nog
RIN | oslel S L7- 1=888.04', R=10035
ris oer si A=04°53'56"
S| | i POB L18 s ostotat Ww (RADIAL)
Od ~
S 89°43'44"E 733) Oe lo 1
33.00' 7 _ ; 7 han 1
; |! L=909.34', OG 14
__EX20' i gl iy R=10055.00! =
MWD ESMT 1 ot 8 A=05°1 1'05" __
ai tf S 00°16'13" W (RADIAL) Lis
qf -H LINE#| DIRECTION | LENGTH
zl || ; Li | seo4s4ee | 6434
bo 12 L2 | Noo°00'00"W | 8.87"
Z SB if \ srrases sarrs L3_ | $89°4344"E | 22.52"
< 8 rf 1.33 ACRES fa aeoreete | eee
= opt i L5__ | $s 89°43'44"E | 20.00!
fo) i gl Lé__| S00°17'28"W | 28.85"
FE 34.97' [i = x L7__ | § 84°07'24"E | 179.06
re) 4 £ La | s65°42'48"E | 22.10!
© 54.97 | i A Lo | $89°43'44"E | 277.88"
ga | if P \ Laz _— Lio_| s 00°16'46"W | __47.00'
A ra TN Lit | $89°43'44"E | 250.13!
d YY “~ ws 1 \ Li2_ | _N00°17'28"E | 133.00'
f © L13_| § 89°43'44"E | 20.00"
Ww ww cond ‘ Ss J : L14_ | $ 00°17'28"W | 153.00'
-_- ] L15__ | N89°43'44" w | 290.12!
\" L25 Lie_| Nooe4e"E | 47.00
NuU-W Li7__|_N89°43'44" W | 257.88"
Lig | Nos5°27'07"E | 7.47"
Lig _[N84°07'24" Ww | 748.67'
L20_[ S00°00';00"E | 45.49!
L21_| S$ 90°00';00"W | 30.06
L22_ | $00°17'43"W | 214.03"
L23 | $ 08°25'14" W | 315.10'
REFERENCE: L24_| s00°17'28" W | 369.89"
1. DOCUMENT 20170465551 L25_ | N89°42'32"W | 21.97'
DATED 06/26/2017 AND L26_ | N00°1728"E | 20.00!
RECORDED 06/26/2017. L27_|_ § 89°42'32"E 1.97"
; 128 | N001728"E | 351.31
2. DOCUMENT 20170805516 L29 N 08°25'14° E 315.09'
DATED 10/26/2017 AND L30 N 00°(7'13" E 216.40!
RECORDED 10/31/2017. L31 N 89°43'44" W 46.52"
L32_ | No00°17'28"E | 20.00"
C_ 2QYEZ DATE: 09/05/2018] JOB NO: MWD - 46|M/ARICOPA WATER DISTRICT EASEMENT
= ine ; MCDOT - OLIV’
GEORGE CAIRO ENGINEERING, INC. CITRUS RD TO COTTON LN
1630 a SAY Dies oe 117} MARICOPA WATER DISTRICT MARICOPA COUNTY
nh RZ 0} ee 14825 WEST GRAND AVENUE ERAT SAND

www. gcairoinc.com

SURPRISE, AZ 85374

(623) 546 - 8266

LATERAL 9 SUBLATERAL E - PARCEL 5 IB OF 3

Exhibit “A”
Page 15 of 15
COORDINATE SYSTEM: AZ _C. TRACKING NO. 18-62078

EXHIBIT "A”

ATTACHED TO CONTRAGT BETWEEN
BNSF RAILWAY COMPANY
AND

MAP REF, 502534

. MARICOPA WATER DISTRICT

ISCALE:1 IN= 100 FT SECTION: 25
SOUTHWEST DIV. “6 P TOWNSHIP & RANGE:
ENNIS SUBDIV. Ay 3N 2W.

MERIDIAN: G&SRM

Eos

oR

” 112426576 33,586964

N.Cotton:Ln:

W Olive Ave

; Geographits
eal: (al enaieseis User

@ - NEWMANHOLE

IB - NEWDECOUPLING VAULT DESCRIPTION OF PIPELINE

PIPELINE SHOWN BOLD

CARRIER CASING CASING
PIPE PIPE PIPE PIPE
SIZE: 30” 48" LENGTH ON RIW: 320" 188
CONTENTS: IRRIGATION WATER. WORKING PRESSURE: 250 PSI
PIPE MATERIAL: DUCTILE IRON STEEL BURY: BASE/RAIL TO TOP
SPECIFICATIONS / GRADE; CLASS 150 35,000 PSI OF CASING
WALL THICKNESS: 2 . 0,563" BURY: NATURAL GROUND
COATING: ~ - BURY: ROADWAY DITCHES
CATHODICG PROTECTION
VENTS: NUMBER _~_ S/ZE_~ HEIGHT OF VENTABOVE GROUND _-_
NOTE: CASING TO BE TRENCHED AFTER TRACK IS REMOVED AND BEFORE NEW TRACK IS CONSTRUCTED

WADDELL
COUNTY OF MARICOPA STATE OF AZ

DRAWING NO. 74765