HomeMy WebLinkAboutProperty #: P19-003 - 1/8/2019 OFFICIAL RECORDS OF
MARICOPA COUNTY RECORDER
ADRIAN FONTES
20190435512 06/11/2019 03: 12
ELECTRONIC RECORDING
SALT RIVER PROJECT
Land Department/PAB350 201961750-39-1-1--A
P. O. Box 52025 Hoyp
Phoenix,Arizona 85072-2025
POWER DISTRIBUTION EASEMENT P19-003 —
Maricopa County Agt.CME R/W# 1215A,B
N '/� SEC 16, TO2N, RO l E Job#T2214277/LJ68195
CAPTION HEADING: RE-RECORDING
DO NOT REMOVE
THIS PAGE IS PART OF THE ORIGINAL
DOCUMENT
THIS DOCUMENT IS BEING RE-RECORDED TO CORRECT THE LEGAL
DESCRIPTION ON EXHIBIT "A" ATTACHED HERETO AND MADE A PART
HEREOF.
ORIGINAL RECORDING NUMBER: 2019-0162985
DATE: 3/8/2019
20190435512
• •
SALT RIVER PROJECT OFFICIAL RECORDS OF
Land Department/PAB1 OW MARICOPA COUNTS'RECORDER
P. 0. Box 52025 ADRIAN FONTES
Phoenix, Arizona 85072-2025 20190162985 031( /201 02:55
ELECTRONIC RECORDING
201961750-21-1-1--
Power Distribution Easement
BETWEEN THE CITY OF GLENDALE AND SALT RIVER
PROJECT AGRICULTURAL IMPROVEMENT AND POWER
DISTRICT
tiki /2/5A-1 /2/513
Maricopa County Agt. AL
N '/2,SEC. 16,TO2N, O 1 E Job#T2214277/L168195
DO NOT REMOVE
THIS PAGE IS PART OF THE ORIGINAL
DOCUMENT
s 20190435512
11111 P 19-0Q3
WHEN RECORDED MAIL TO:
SALT RIVER PROJECT
Land Department/PAB350
P. O. Box 52025
Phoenix,Arizona 85072-2025
POWER DISTRIBUTION EASEMENT
Maricopa County Agt.AL
N Vz SEC. 16,TO2N,ROI E Job#T2214277/LJ68195
W . c��z t,•kl�8
CITY OF GLENDALE,an Arizona municipal corporation,
hereinafter called Grantor, for and in consideration of the sum of One Dollar, and other valuable
consideration,receipt of which is 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, its agents,employees,
contractors and permittees and its and their respective successors and assigns, hereinafter called the
Grantee, a non-exclusive easement in, upon, over, under, across, through and along the lands hereinafter
described (such lands hereinafter described being sometimes referred to herein as the "Easement Parcel")
to construct, install, reconstruct, replace, remove, repair, operate and maintain underground electrical
conductors, conduits, pipes, cables, vaults, pads, switching equipment, enclosures, manholes and
transformers and all other appliances, appurtenances and fixtures (collectively "Facilities") for the
transmission and distribution of electricity and for all other purposes connected therewith at such locations
and elevations, in,upon, over, under, across, through and along the Easement Parcel as Grantee may now
or hereafter deem convenient or necessary from time to time,together with the right of ingress and egress
to,from,across and along the Grantor's Property.
The lands in, upon, over, under, across, through and along which this 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 North half of Section 16, Township 2 North, Range 1 East of the Gila and Salt
River Meridian, Maricopa County, Arizona.
Easement Parcel:
Said easement being described as the "LIMITS OF EASEMENT" delineated on
Exhibit "A" (CUS UW STLT 95TH AVE EXTENSION, SRP Job No. T2214277),
prepared by Salt River Project A.I. & Power District, dated 3/28/18, said Exhibit
"A" attached hereto and made a part hereof.
20190435512
•
{
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.
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 operational area that extends 12.00 feet
immediately in front of all transformer and other equipment openings. No obstruction, trees, shrubs,
fixtures or permanent structures shall be placed within said areas.
Grantor shall not construct, install or place, or permit to be constructed, installed or placed any
building or other structure,plant any trees,drill any well,store materials of any kind,or alter ground level
by cut or fill,within the area of the Easement Parcel.
Grantee shall have the right (but not the obligation) to trim, cut and clear away trees, brush or
other vegetation on, the Easement Parcel whenever in its judgment the same shall be necessary for the
convenient and safe exercise of the rights herein granted.
By accepting this easement, Grantee agrees to restore the surface of the Easement Parcel upon
completion of the initial installation and any subsequent construction, reconstruction, repair or
maintenance work that may be required.
In the event Grantee records a document to formally abandon the easement granted herein, 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.
Notwithstanding anything in this instrument, or laws, statutes, ordinances, rules, or regulations to
the contrary, if Grantor requires Grantee to relocate or modify the Facilities, Grantor will (i) pay and/or
reimburse Grantee any and all costs incurred for such relocation or modification and (ii) provide a
reasonable new location for the Facilities, and easement rights therefor, that meets the standards set forth
in this instrument. Grantor acknowledges that the Facilities are being located within public right-of-way
at the request of Grantor,and that Grantee materially relied on the provisions of this paragraph in agreeing
to Grantor's request.
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,administrators,executors,personal representatives,legal representatives,
successors(including successors in ownership and estate),assigns and lessees of the Grantor and Grantee.
THE REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK
20190435512
• . f
IN WITNESS WHEREOF, CITY OF GLENDALE, an Arizona municipal corporation, has
caused its name to be executed by its duly authorized representative(s), this at" day of
CITY OF GLENDALE,
By .ez
Its
APPROVED AS TO FORM: ATTEST:
C rney %City Clerk
bin
STATE OF fir )
COUNTY OF Mari i Ul )
e ford oing,' me was acknowledg fore r�ppe��this 6 day of U 4 l(, (j20{ /by
,TT����!�` Vi K. as P 4'- , of TIIF/CITY OF
GLENDALE,an Arizona muni ipal corporation of the S to of Arizonas)
My Commission Expires: 69
/40 3 i (61
ot• , • blic
L�Nlc+rri�.;
DE
ANNE
Pubic-S Be State RAri n.
re MARICOPA COUNTY
• Uy Oommosion Expires May 31,201
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.RS.Sections 11-1134(A)(2)and(A)(3).
cmew
20190435512
DATE:06/05/18 TTRRSS:2N1E16
LDWR NO:17-1309-NM JOB NAME:CUS UW SILT INSTL 95TM AVE EXTENSION
TECH NAME: HICK PAGE: 1 OF 4
TWO(2) EASEMENTS LOCATED IN THE NORTH HALF OF SECTION 16,TOWNSHIP 2 NORTH, RANGE 1
EAST OF THE GILA AND SALT RIVER MERIDIAN,MARICOPA COUNTY,ARIZONA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
EASEMENT NO. 1:
COMMENCING AT THE CENTER QUARTER CORNER OF SAID SECTION 16, BEING A BRASS P FLUSH,
FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 16, BEING A BRASS CAP I, HAND HOLE,
BEARS SOUTH 88 DEGREES 14 MINUTES 16 SECONDS WEST, A DISTANCE OF 2655.28 • ET(BASIS OF
BEARINGS);
THENCE NORTH 00 DEGREES 38 MINUTES 40 SECONDS EAST,A DISTANCE OF 4 4.55 FEET
THENCE NORTH 89 DEGREES 21 MINUTES 20 SECONDS WEST,A DISTANC •F 203.36 FEET TO THE
POINT OF BEGINNING OF EASEMENT NO.1;
THENCE CONTINUING NORTH 89 DEGREES 21 MINUTES 08 SECON' WEST,A DISTANCE OF 8.00 FEET;
THENCE NORTH 00 DEGREES 38 MINUTES 52 SECONDS EAST • DISTANCE OF 405.03 FEET;
THENCE SOUTH 89 DEGREES 38 MINUTES 20 SECONDS 'AST, A DISTANCE OF 2.00 FEET;
THENCE NORTH 00 DEGREES 38 MINUTES 52 SEC' DS EAST,A DISTANCE OF 317.72 FEET TO THE
BEGINNING OF A CURVE, CONCAVE EASTERLY, AVING A RADIUS OF 451.00 FEET;
THENCE NORTHEASTERLY,ALONG SAID C 'VE,THROUGH A CENTRAL ANGLE OF 34 DEGREES 16
MINUTES 59 SECONDS, AN ARC LENGT OF 269.86 FEET;
THENCE NORTH 34 DEGREES 55 UTES 51 SECONDS EAST,A DISTANCE OF 150.05 FEET TO THE
BEGINNING OF A CURVE,CONC• E NORTHWESTERLY, HAVING A RADIUS OF 553.15 FEET;
THENCE NORTHEASTERLY •LONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 36 DEGREES 57
MINUTES 37 SECONDS, N ARC LENGTH OF 356.83 FEET;
THENCE NORTH 00 •EGREES 38 MINUTES 51 SECONDS EAST,A DISTANCE OF 169.44 FEET;
THENCE NO' 51 DEGREES 37 MINUTES 40 SECONDS WEST,A DISTANCE OF 17.97 FEET;
THENCE ORTH 06 DEGREES 44 MINUTES 17 SECONDS EAST, A DISTANCE OF 209.37 FEET;
TH 'CE SOUTH 00 DEGREES 38 MINUTES Sl SECONDS WEST,A DISTANCE OF 75,40 FEET;
HENCE SOUTH 06 DEGREES 44 MINUTES 17 SECONDS WEST, A DISTANCE OF 129.93 FEET;
20190435512
DATE:06/05/18 TTRRSS: 2N1E16
LDWR NO: 17-1309-NM JOB NAME:CUS UW SILT INSTL 95TH AVE EXTENSION
TECH NAME: HICK PAGE: 2 OF 4
THENCE SOUTH 51 DEGREES 37 MINUTES 40 SECONDS EAST,A DISTANCE OF 17.43 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 51 SECONDS WEST, A DISTANCE OF 108.32 FEET;
THENCE NORTH 89 DEGREES 21 MINUTES 11 SECONDS WEST, A DISTANCE OF 6.00 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 49 SECONDS WEST,A DISTANCE OF 91.00 • ET TO THE
BEGINNING OF A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 559.00 FEET ROM WHICH THE
RADIUS POINT BEARS NORTH 89 DEGREES 21 MINUTES 49 SECONDS WEST;
THENCE SOUTHERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE 0' 06 DEGREES 43 MINUTES 40
SECONDS, AN ARC LENGTH OF 65.64 FEET TO THE BEGINNING OF A CU: E, CONCAVE WESTERLY,
HAVING A RADIUS OF 556.50 FEET, FROM WHICH THE RADIUS POIN :EARS NORTH 80 DEGREES 50
MINUTES 28 SECONDS WEST;
THENCE SOUTHWESTERLY,ALONG SAID CURVE, THROUGH ENTRAL ANGLE OF 15 DEGREES 01
MINUTES 24 SECONDS,AN ARC LENGTH OF 145.92 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 49 SECOND: WEST,A DISTANCE OF 13.50 FEET TO THE
BEGINNING OF A CURVE, CONCAVE NORTHWESTE' Y, HAVING A RADIUS OF 561.15 FEET, FROM WHICH
THE RADIUS POINT BEARS NORTH 64 DEGREES • MINUTES 46 SECONDS WEST;
THENCE SOUTHWESTERLY,ALONG SAID C 'VE,THROUGH A CENTRAL ANGLE OF 03 DEGREES 27
MINUTES 51 SECONDS, AN ARC LENGTH 'F 33.93 FEET TO THE BEGINNING OF A CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS 4F 561.15 FEET, FROM WHICH THE RADIUS POINT BEARS NORTH
61 DEGREES 28 MINUTES 55 SECO IS WEST;
THENCE SOUTHWESTERLY,A 4 NG SAID CURVE, THROUGH A CENTRAL ANGLE OF 05 DEGREES 53
MINUTES 40 SECONDS,AN •RC LENGTH OF 57.73 FEET;
THENCE SOUTH 55 D REES 16 MINUTES 54 SECONDS EAST, A DISTANCE OF 6.00 FEET TO THE
BEGINNING OF A •RVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 567.15 FEET, FROM WHICH
THE RADIUS P01• BEARS NORTH 55 DEGREES 35 MINUTES 03 SECONDS WEST;
THENCE SI.THWESTERLY,ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 01 DEGREES 40
MINUTE 9 SECONDS,AN ARC LENGTH OF 16.61 FEET;
TH •CE NORTH 54 DEGREES 12 MINUTES 35 SECONDS WEST,A DISTANCE OF 6.00 FEET TO THE
: GINNING OF A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 561.15 FEET, FROM WHICH
HE RADIUS POINT BEARS NORTH 53 DEGREES 54 MINUTES 12 SECONDS WEST;
20190435512
DATE:06/05/18 TTRRSS:2N1E16
LDWR NO: 17-1309-NM JOB NAME: CUS UW STLT INSTL 95TH AVE EXTENSION
TECH NAME:HICK PA•E: 3 OF 4
THENCE SOUTHWESTERLY, ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 00 DEG' ES 10
MINUTES 05 SECONDS, AN ARC LENGTH OF 1.65 FEET;
THENCE SOUTH 34 DEGREES 55 MINUTES 51 SECONDS WEST,A DISTANCE OF 44.1' FEET;
THENCE SOUTH 55 DEGREES 04 MINUTES 09 SECONDS EAST, A DISTANCE OF .72 FEET TO THE
BEGINNING OF A CURVE,CONCAVE NORTHEASTERLY, HAVING A RADIUS 0 145.00 FEET, FROM WHICH
THE RADIUS POINT BEARS NORTH 35 DEGREES 40 MINUTES 25 SECONDS AST;
THENCE SOUTHEASTERLY,ALONG SAID CURVE,THROUGH A CENTR. ANGLE OF 16 DEGREES 05
MINUTES 18 SECONDS,AN ARC LENGTH OF 40.71 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 46 SECONDS WEST, ' DISTANCE OF 8.43 FEET TO THE
BEGINNING OF A CURVE, CONCAVE NORTHEASTERLY, HAVI A RADIUS OF 153.00 FEET, FROM WHICH
THE RADIUS POINT BEARS NORTH 18 DEGREES 33 MINUTE: 37 SECONDS EAST;
THENCE NORTHEASTERLY,ALONG SAID CURVE,THRO H A CENTRAL ANGLE OF 17 DEGREES 05
MINUTES 36 SECONDS, AN ARC LENGTH OF 45.64 FE' ;
THENCE NORTH 55 DEGREES 04 MINUTES 09 SE •NDS WEST,A DISTANCE OF 52,67 FEET;
THENCE SOUTH 34 DEGREES 55 MINUTES 5 ECONDS WEST,A DISTANCE OF 97.72 FEET TO THE
BEGINNING OF A CURVE, CONCAVE SOUT• EASTERLY, HAVING A RADIUS OF 443.00 FEET;
THENCE SOUTHWESTERLY,ALONG S• lb CURVE,THROUGH A CENTRAL ANGLE OF 34 DEGREES 16
MINUTES 59 SECONDS, AN ARC LEN:TH OF 265.07 FEET;
THENCE SOUTH 00 DEGREES 38 INUTES 52 SECONDS WEST,A DISTANCE OF 325.73 FEET;
THENCE NORTH 89 DEGREE' 21 MINUTES 08 SECONDS WEST,A DISTANCE OF 2.00 FEET;
THENCE SOUTH 00 DE EES 38 MINUTES 52 SECONDS WEST, A DISTANCE OF 397.03 FEET TO SAID
POINT OF BEGINNIN OF EASEMENT NO. 1.
SAID EASEMENT 0. 1 CONTAINS AN AREA OF 14,098 SQUARE FEET OR 0.32 ACRES, MORE OR LESS.
EASEMENT •. 2:
COMM CING AT THE CENTER QUARTER CORNER OF SAID SECTION 16, BEING A BRASS CAP FLUSH,
FRO HICH THE WEST QUARTER CORNER OF SAID SECTION 16, BEING A BRASS CAP IN HAND HOLE,
BE' `S SOUTH 88 DEGREES 14 MINUTES 16 SECONDS WEST, A DISTANCE OF 2655.28 FEET(BASIS OF
B•ARINGS);
20190435512
DATE:06/05/18 TTRRSS: 2N1E16
LDWR NO:17-1309-NM JOB NAME: CUS UW STLT INSTL 957"AVE EXTENSION
TECH NAME: HICK PAGE: 4 OF 4
THENCE NORTH 00 DEGREES 38 MINUTES 40 SECONDS EAST, A DISTANCE OF 2541.81 FEET T% HE
POINT OF BEGINNING OF EASEMENT NO. 2;
THENCE NORTH 89 DEGREES 21 MINUTES 20 SECONDS WEST,A DISTANCE OF 13'. 7 FEET;
THENCE SOUTH 41 DEGREES 01 MINUTES 55 SECONDS WEST, A DISTANCE .F 16.50 FEET;
THENCE NORTH 48 DEGREES 58 MINUTES 05 SECONDS WEST,A DI 'NCE OF 8.00 FEET;
THENCE NORTH 41 DEGREES 01 MINUTES 55 SECONDS EAST DISTANCE OF 20.20 FEET;
THENCE SOUTH 89 DEGREES 21 MINUTES 20 SECOND AST,A DISTANCE OF 210.96 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 51 S •NDS WEST,A DISTANCE OF 26.66 FEET TO A PARCEL
OF LAND AS DEPICTED IN BOOK 1330 PAGE ARICOPA COUNTY RECORDER;
THENCE ALONG SAID PARCEL,SOUT •4 DEGREES 59 MINUTES 49 SECONDS WEST, A DISTANCE OF
11.44 FEET;
THENCE NORTH 00 DEGREES 8 MINUTES 51 SECONDS EAST,A DISTANCE OF 26.84 FEET;
THENCE NORTH 89 DE 'EES 21 MINUTES 20 SECONDS WEST,A DISTANCE OF 64.99 FEET TO SAID POINT
OF BEGINNING OF SEMENT NO. 2.
SAID EASEME NO.2 CONTAINS AN AREA OF 2,001 SQUARE FEET OR 0.04 ACRES, MORE OR LESS.
THIS DOC.MENT DESCRIBES MULTIPLE EASEMENTS EACH INTERDEPENDENT ON THE OTHER AND
SHOU . BE REPRODUCED IN ITS ENTIRETY.
END OF DESCRIPTION
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REGISTRATION
EXP IRES t 09-30-20
20190435512
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1 — — — -- - - J -------- SECTION AND CENTERLINE
CAMELBACK ROAD
VICINITY MAP (N.T.S. ) PROPERTY LINE
T2N R1E — — EXISTING EASEMENT
CdSRM
ABBREVIATION TABLE /ti /4 LIMITS/ AREA OF SRP EASEMENT
M.C.R. MARICOPA COUNTY RECORDER
RLS REGISTERED LAND SURVEYOR + SECTION CORNER AS NOTED
PUE PUBLIC UTILITY EASEMENT
LVl LAST VISUAL INSPECTION
N.T.S. NOT TO SCALE
SRP SALT RIVER PROJECT
U.S.B.O.R. UNITED STATES BUREAU OF RECL. ATION
R/W RIGHT OF WAY
NOTE:
BASIS OF BEARINGS: THIS JOB WORKS WITH SRP
THE ARIZONA STATE PLANE COORDINA LOC #17-0598-NM, AMP #T2212410
SYSTEM. CENTRAL ZONE. NAD 83 DA 4M.
UNDERGROUND ELEC 'IC POWER LINE RIGHT-OF-WAY, MARICOPA COUNTY, ARIZONA
CAUTION
THE EASEMENT LOCATION AS EREON DELINEATED MAY CONTAIN HIGH VOLTAGE ELECTRICAL EOUIPME NT. NOTICE
IS HEREBY GIVEN THAT E LOCATION OF UNDERGROUND ELECTRICAL CONDUCTORS OR FACILITIES MUST BE
VERIFIED AS REQUIRED B ARIZONA REVISED STATUTES. SECTION 40-380.21 , ET. SEO. , ARIZONA BLUE STAKE
LAW. PRIOR TO ANY EXCAVATION.
NOTES
THIS EXHIBI IS INTENDED TO ACCOMPANY AN EASEMENT. ALL PARCELS SHOWN WERE PLOTTED FROM
RECORD NFORMATION. AND NO ATTEMPT HAS BEEN MADE TO VERIFY THE LOCATION OF ANY
BOUNDARIES SHOWN. THIS IS NOT AN ARIZONA BOUNDARY SURVEY.
SALT RIVER PROJECT ('2 SURVEY DIVISION
.:' ICULTURAL IMPROVEMENT & POWER DISTRICT ( � /iI� LAND DEPARTMENT
SRP LD.' NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. UMBER: T2214277 SHEET: 1 OF 13 C U S UW SILT 9 5TH A V E
AGE : LAURENCE .1:- Givg5 SHEET SIZE: 8.5"x11" EXTENSION
DR. N: BH REVISION: 2 SECTION 16 . T 2 N-R 1 E
CH CKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
20190435512
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2655.28'
SALT RIVER PROJECT
Fr&AGRICULTURAL IMPROVEMENT POWER DISTRICT LAND EDY EDV TMON
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 2 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE 47 (_.jil& SHEET SIZE: 8.5"x11" E X T E N S I O N
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DATE: 6/5/18 FIELD DATE: 5/31/18
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SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 3 OF 13 C U S UW SILT 9 5TH A V E
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DATE: 6/5/18 FIELD DATE: 5/31/18
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AGRICULTURAL IMPROVEMENT & POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 4 OF 13 C U S UW S T L T 95TH A V E
AGENT: LAURENCE 44 tiol$ SHEET SIZE: 8.5"x11 " EXTENSION
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CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E — 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
20190435512
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AGENT: LAURENCE dy (04115 SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 2 SECTION 16 , T 2 N-R 1 E
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DATE: 6/5/18 FIELD DATE: 5/31/18
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MATCH SHEET 5
SALT RIVER PROJECTSURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 6 OF 13 CUS UW SILT 95TH AVE
AGENT: LAURENCE 4z 6n.0 SHEET SIZE: 8.5'x11" EXTENSION
DRAWN: BH REVISION: 2 SECTION 16 , T2N—R1E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E — 9 . 5N
DATE: 6/5/18 FIELD DALE: 5/31/18
. 20190435512
•
EXHIBIT " A "
�
cy
f
/'
/ /94,4,7
/' � 4q
/ 8 Z
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NORTH / �~
/ �� Q
DETAIL /'
N.T.S. /' •= 561.15'
.+ L= 1.65'
/ g' ',h'i, D= 00°10'05" _
'� h H--
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/ / SSS• CD�; o
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SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 7 OF 13 CUS UW SILT 95TH AVE
AGENT: LAURENCE lz 1, ll'$ SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 2 SECTION 16 . T2N-R1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
. 20190435512
• •
EXHIBIT " A "
MATCH SHEET •
0 1-v i / l/
I i // /
��, �' i /
NORTH /' Na. ��41:1R=556.50'
DETAIL Q / �� / �' L=145 9224"
N.T.S. / / /
/
/ N64°
/" , .Q / / 500'38'49"W
R. s lr / 13.50'
l /ql
/ N
- .4 LOT 1
/ 44Dg3 0,5, FINAL PLAT
/ FOR
/ MONTEBELLO 95 ADDITION
N/o BOOK 1330. PAGE 3.
X.S. //'
41401 4',S y m M.C.R.
/ ,k " R=561.15'
/ R D43'27'51"
/" /i'�kq / L=33.93'
/ .qct /,RFS, .
/ M,C. 3_
/� '`;a� PROPOSED
/" h" "0 R/W PER PARCEL
Y'o�'O NO. 102-13-005D
/ / gl
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SS- ,.•'.,a NOT RECORDED
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'
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/ `S6/ 1()1, Of _ PAGE 3,
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/ o
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.> R= 561.15' //
534.55'51"W L= 1.65' [_N54.12'35"W
44.19' D= 00.10'05" 6.00'
SALT RIVER PROJECT � � SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT ice'
.• LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 8 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE -,at & i1.rg SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 2 SECTION 16 . T2N-R1E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
20190435512
a a
EXHIBIT " A "
MATCH SHEET 10
1 59' R/W rc,Q 1 a, . PUE
1 �� BOOK 1330,
330 o-� I PAGE 3BOOK 330.
1 M.C.R. z , M.C.R.
Z /�
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89 21 49 W
I CV
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1 i N ° t
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R/w VgR/£S �� BOOK 1330, PAGE 3.
J 800K 1330 y;�ti M.C.R.
NO' H
. z AlAGE 30
' �4—/
.CTAIL /
N. Q.S. j / R=556.50'
D=15°01'24"
/ / L.145.92'
/ /
/
MATCH SHEET 8
SALT RIVER PROJECT £ Th SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT 1D /l� LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: 12214277 SHEET: 9 OF 13 C U S UW S T L T 95TH A V E
AGENT: LAURENCE -4 (DAP/6 SHEET SIZE: 8.5"x11" E X T E N S I O N
DRAWN: BH REVISION: 2 SECT SECTION 16 . T 2 N-R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
20190435512
® •
EXHIBIT " A "
MATCH SHEET 11
eW k
BOOK 1330. a "' Q'
PAGE 3. :o/v N
M.C. R. 8 `�/o "
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I M.C.R. . vi
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MATCH SHEET 9
SALT RIVER PROJECTSURVEY DIVISION
GRICULTURAL IMPROVEMENT & POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 10 OF 13 C U S UW S T L T 95TH A V E
AGENT: LAURENCE .342. (o ll•lB SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 2 SECTION 1 6 . T 2 N—R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E — 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
20190435512
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EXHI3IT " A "
1.
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PAGE 3.
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BOOK 1330, PAGE 3.
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MATCH SHEET 10 BOOK tN. C�R. 3.
SALT RIVER PROJECT ("-",.. , SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICTLAND DEPARTMENT I
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 11 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE - z c,.ii.a8 SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 2 SECTION 16 . T2N-R1E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
0 20190435512
0 0
EXHIBIT " A "
___-____._._____.A-_- BETHANY --HOME ------ROAD-
NORTH QUARTER
CORNER
SECTION 16
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_ = I 11.44'
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j 65' R/W
Q BOOK 1330,
PAGE 3.
M.C.R.
NORTH
MATCH SHEET 11 DETAIL
N. T.S.
SALT RIVER PROJECT ( %E2 SURVEY DIVISION LK
AGRICULTURAL IMPROVEMENT & POWER DISTRICT j 7' LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 12 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE -az (a•i' ' S SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 2 SECTION 1 6 . T 2 N-R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
• 2019043551.2
• 410
EXHI3IT " A "
BETHANY HOME ROAD
NORTH
I DETAIL
N.T.S.
1 -
T
8' SRP UNDERGRIIND ELECTRIC N
EASEMENT PER 107-0644346, M.C.R.
W
W
V)
U
F-
Q
589'21 '20"E
137.97'
`` N69'21'20"W
1448'5: 05"W- J ``� 541°01'55"W 134.27'
'- 16.50'
102-14-272
2017 0964511,
M.C.R. \
PARCEL A
BOOK 989. PAGE 24, M.C.R.
SALT RIVER PROJECT SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1 .0. NUMBER: T2214277 SHEET: 13 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE IL Gp-11.1 SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 2 SECTION 1 6 . T 2 N-R 1 E
CHECKED BY: GOREHAM , CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 6/5/18 FIELD DATE: 5/31/18
20190435512
DATE:06/06/19 TTRRSS:2 N 1 E 16
LDWR NO: 17-1309-NM JOB NAME: CUS UW STLT INSTL 95141AVE EXTENSION
TECH NAME:HICK PAGE:1 OF 4
TWO (2) EASEMENTS LOCATED IN THE NORTH HALF OF SECTION 16,TOWNSHIP 2 NORTH, RANGE 1
EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY,ARIZONA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
EASEMENT NO.1:
COMMENCING AT THE CENTER QUARTER CORNER OF SAID SECTION 16, BEING A BRASS CAP FLUSH,
FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 16, BEING A BRASS CAP IN HAND HOLE,
BEARS SOUTH 88 DEGREES 14 MINUTES 16 SECONDS WEST,A DISTANCE OF 2655.28 FEET(BASIS OF
BEARINGS);
THENCE NORTH 00 DEGREES 38 MINUTES 40 SECONDS EAST,A DISTANCE OF 470.55 FEET
THENCE NORTH 89 DEGREES 21 MINUTES 20 SECONDS WEST,A DISTANCE OF 203.36 FEET TO THE
POINT OF BEGINNING OF EASEMENT NO.1;
THENCE CONTINUING NORTH 89 DEGREES 21 MINUTES 08 SECONDS WEST,A DISTANCE OF 8.00 FEET;
THENCE NORTH 00 DEGREES 38 MINUTES 52 SECONDS EAST,A DISTANCE OF 405.03 FEET;
THENCE SOUTH 89 DEGREES 38 MINUTES 20 SECONDS EAST,A DISTANCE OF 2.00 FEET;
THENCE NORTH 00 DEGREES 38 MINUTES 52 SECONDS EAST,A DISTANCE OF 317.72 FEET TO THE
BEGINNING OF A CURVE, CONCAVE EASTERLY,HAVING A RADIUS OF 451.00 FEET;
THENCE NORTHEASTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 34 DEGREES 16
MINUTES 59 SECONDS,AN ARC LENGTH OF 269.86 FEET;
THENCE NORTH 34 DEGREES 55 MINUTES 51 SECONDS EAST,A DISTANCE OF 150.05 FEET TO THE
BEGINNING OF A NON-TANGENT CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 553.15
FEET WHICH BEARS NORTH 53 DEGREES 43 MINUTES 50 SECONDS WEST;
THENCE NORTHEASTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 36 DEGREES 57
MINUTES 37 SECONDS,AN ARC LENGTH OF 356.83 FEET;
THENCE NORTH 00 DEGREES 38 MINUTES 51 SECONDS EAST,A DISTANCE OF 169.44 FEET;
THENCE NORTH 51 DEGREES 37 MINUTES 40 SECONDS WEST, A DISTANCE OF 17.97 FEET;
THENCE NORTH 06 DEGREES 44 MINUTES 17 SECONDS EAST,A DISTANCE OF 209.37 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 51 SECONDS WEST,A DISTANCE OF 75.40 FEET;
THENCE SOUTH 06 DEGREES 44 MINUTES 17 SECONDS WEST,A DISTANCE OF 129.93 FEET;
20190435512
DATE:06/06/19 TTRRSS:2N1E16
LDWR NO: 17-1309-NM JOB NAME:CUS UW SILT INSTL 951"AVE EXTENSION
TECH NAME:HICK PAGE:2 OF 4
THENCE SOUTH 51 DEGREES 37 MINUTES 40 SECONDS EAST,A DISTANCE OF 17.43 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 51 SECONDS WEST,A DISTANCE OF 108.32 FEET;
THENCE NORTH 89 DEGREES 21 MINUTES 11 SECONDS WEST,A DISTANCE OF 6.00 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 49 SECONDS WEST, A DISTANCE OF 91.00 FEET TO THE
BEGINNING OF A CURVE,CONCAVE WESTERLY, HAVING A RADIUS OF 559.00 FEET, FROM WHICH THE
RADIUS POINT BEARS NORTH 89 DEGREES 21 MINUTES 49 SECONDS WEST;
THENCE SOUTHERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 06 DEGREES 43 MINUTES 40
SECONDS,AN ARC LENGTH OF 65.64 FEET TO THE BEGINNING OF A CURVE,CONCAVE WESTERLY,
HAVING A RADIUS OF 556.50 FEET, FROM WHICH THE RADIUS POINT BEARS NORTH 80 DEGREES 50
MINUTES 28 SECONDS WEST;
THENCE SOUTHWESTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 15 DEGREES 01
MINUTES 24 SECONDS,AN ARC LENGTH OF 145.92 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 49 SECONDS WEST,A DISTANCE OF 13.50 FEET TO THE
BEGINNING OF A CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 561.15 FEET, FROM WHICH
THE RADIUS POINT BEARS NORTH 64 DEGREES 56 MINUTES 46 SECONDS WEST;
THENCE SOUTHWESTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 03 DEGREES 27
MINUTES 51 SECONDS,AN ARC LENGTH OF 33.93 FEET TO THE BEGINNING OF A CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 561.15 FEET, FROM WHICH THE RADIUS POINT BEARS NORTH
61 DEGREES 28 MINUTES 55 SECONDS WEST;
THENCE SOUTHWESTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 05 DEGREES 53
MINUTES 40 SECONDS,AN ARC LENGTH OF 57.73 FEET;
THENCE SOUTH 55 DEGREES 16 MINUTES 54 SECONDS EAST,A DISTANCE OF 6.00 FEET TO THE
BEGINNING OF A CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 567.15 FEET, FROM WHICH
THE RADIUS POINT BEARS NORTH 55 DEGREES 35 MINUTES 03 SECONDS WEST;
THENCE SOUTHWESTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 01 DEGREES 40
MINUTES 39 SECONDS,AN ARC LENGTH OF 16.61 FEET;
THENCE NORTH 54 DEGREES 12 MINUTES 35 SECONDS WEST,A DISTANCE OF 6.00 FEET TO THE
BEGINNING OF A CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 561.15 FEET, FROM WHICH
THE RADIUS POINT BEARS NORTH 53 DEGREES 54 MINUTES 12 SECONDS WEST;
20190435512
DATE:06/06/19 TTRRSS:2N1E16
LDWR NO:17-1309-NM JOB NAME:CUS UW STLT INSTL 95'"AVE EXTENSION
TECH NAME:HICK PAGE:3 OF 4
THENCE SOUTHWESTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 00 DEGREES 10
MINUTES 05 SECONDS,AN ARC LENGTH OF 1.65 FEET;
THENCE SOUTH 34 DEGREES 55 MINUTES 51 SECONDS WEST,A DISTANCE OF 44.19 FEET;
THENCE SOUTH 55 DEGREES 04 MINUTES 09 SECONDS EAST,A DISTANCE OF 52.72 FEET TO THE
BEGINNING OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 145.00 FEET,FROM WHICH
THE RADIUS POINT BEARS NORTH 35 DEGREES 40 MINUTES 25 SECONDS EAST;
THENCE SOUTHEASTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 16 DEGREES 05
MINUTES 18 SECONDS,AN ARC LENGTH OF 40.71 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 46 SECONDS WEST,A DISTANCE OF 8.43 FEET TO THE
BEGINNING OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 153.00 FEET, FROM WHICH
THE RADIUS POINT BEARS NORTH 18 DEGREES 33 MINUTES 37 SECONDS EAST;
THENCE NORTHEASTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 17 DEGREES 05
MINUTES 36 SECONDS,AN ARC LENGTH OF 45.64 FEET;
THENCE NORTH 55 DEGREES 04 MINUTES 09 SECONDS WEST,A DISTANCE OF 52.67 FEET;
THENCE SOUTH 34 DEGREES 55 MINUTES 51 SECONDS WEST,A DISTANCE OF 97.72 FEET TO THE
BEGINNING OF A CURVE,CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 443.00 FEET;
THENCE SOUTHWESTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 34 DEGREES 16
MINUTES 59 SECONDS,AN ARC LENGTH OF 265.07 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 52 SECONDS WEST,A DISTANCE OF 325.73 FEET;
THENCE NORTH 89 DEGREES 21 MINUTES 08 SECONDS WEST,A DISTANCE OF 2.00 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 52 SECONDS WEST,A DISTANCE OF 397.03 FEET TO SAID
POINT OF BEGINNING OF EASEMENT NO.1.
SAID EASEMENT NO.1 CONTAINS AN AREA OF 14,098 SQUARE FEET OR 0.32 ACRES, MORE OR LESS.
EASEMENT NO.2:
COMMENCING AT THE CENTER QUARTER CORNER OF SAID SECTION 16, BEING A BRASS CAP FLUSH,
FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 16,BEING A BRASS CAP IN HAND HOLE,
BEARS SOUTH 88 DEGREES 14 MINUTES 16 SECONDS WEST,A DISTANCE OF 2655.28 FEET(BASIS OF
BEARINGS);
20190435512
DATE:06/06/19 TTRRSS:2N1E16
IDWR NO:17-1309-NM JOB NAME:CUS UW STLT INSTL 9S' AVE EXTENSION
TECH NAME:HICK PAGE:4 OF 4
THENCE NORTH 00 DEGREES 38 MINUTES 40 SECONDS EAST,A DISTANCE OF 2541.81 FEET TO THE
POINT OF BEGINNING OF EASEMENT NO.2;
THENCE NORTH 89 DEGREES 21 MINUTES 20 SECONDS WEST,A DISTANCE OF 134.27 FEET;
THENCE SOUTH 41 DEGREES 01 MINUTES 55 SECONDS WEST,A DISTANCE OF 16.50 FEET;
THENCE NORTH 48 DEGREES 58 MINUTES 05 SECONDS WEST,A DISTANCE OF 8.00 FEET;
THENCE NORTH 41 DEGREES 01 MINUTES 55 SECONDS EAST,A DISTANCE OF 20.20 FEET;
THENCE SOUTH 89 DEGREES 21 MINUTES 20 SECONDS EAST,A DISTANCE OF 210.96 FEET;
THENCE SOUTH 00 DEGREES 38 MINUTES 51 SECONDS WEST,A DISTANCE OF 26.66 FEET TO A PARCEL
OF LAND AS DEPICTED IN BOOK 1330 PAGE 3 MARICOPA COUNTY RECORDER;
THENCE ALONG SAID PARCEL,SOUTH 44 DEGREES 59 MINUTES 49 SECONDS WEST,A DISTANCE OF
11.44 FEET;
THENCE NORTH 00 DEGREES 38 MINUTES 51 SECONDS EAST,A DISTANCE OF 26.84 FEET;
THENCE NORTH 89 DEGREES 21 MINUTES 20 SECONDS WEST,A DISTANCE OF 64.99 FEET TO SAID POINT
OF BEGINNING OF EASEMENT NO.2.
SAID EASEMENT NO.2 CONTAINS AN AREA OF 2,001 SQUARE FEET OR 0.04 ACRES,MORE OR LESS.
THIS DOCUMENT DESCRIBES MULTIPLE EASEMENTS EACH INTERDEPENDENT ON THE OTHER AND
SHOULD BE REPRODUCED IN ITS ENTIRETY.
END OF DESCRIPTION
laxne. b4'
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20190435512
EXHIBIT " A "
BETHANY HOMEROAD r("00111°14t 1,
- - - ® --- - I
i SITE 1 45253 4i
KATIE
• C
_ __ I ® jow. e•S..
I MIS_SOURI W -A
AVENUE I
ji C I STRAT I OI
cn� I I� EXPIRES: 09-30-20
I i 1
i I LEGEND
i-------- --- — — -; --------- SECTION AND CENTERLINE
CAMELBACK RDAD
VICINITY MAP (N.T.S. ) PROPERTY LINE
T2N R1E ————— EXISTING EASEMENT
G&SRM
ABBREVIATION TABLE //f LIMITS/ AREA OF SRP EASEMENT
M.C.R. MARICOPA COUNTY RECORDER
RLS REGISTERED LAND SURVEYOR SECTION CORNER AS NOTED
PUE PUBLIC UTILITY EASEMENT
LVI LAST VISUAL INSPECTION
N.T.S. NOT TO SCALE
SRP SALT RIVER PROJECT
U.S.B.O.R. UNITED STATES BUREAU OF RECLAMATION
R/W RIGHT OF WAY
NOTE:
BASIS OF BEARINGS: THIS JOB WORKS WITH SRP
THE ARIZONA STATE PLANE COORDINATE LDWR #17-0598-NY. AMP #T2212410
SYSTEM. CENTRAL ZONE. NAD 83 DATUM.
UNDERGROUND ELECTRIC POWER LINE RIGHT-OF-WAY. MARICOPA COUNTY. ARIZONA
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 REOUIRED BY ARIZONA REVISED STATUTES. SECTION 40-380.21. ET. SE0.. 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 IS NOT AN ARIZONA BOUNDARY SURVEY.
SALT RIVER PROJECT 3515SURVEY DIVISION
AGRICULTURAL IMPROVEMENT 8. POWER DISTRICT LAND DEPARTMENT
SRP LIAR NUIBER: 17-1309-N1 SCALE: N.T.S.
1.0. NUMBER: T22142/7 SHEET: 1 OF 13 C U S UW SILT 95TH AVE
AGENT: LAURENCE SHEET SIZE: 8.51x11' EXTENSION
DRAWN: BH REVISION: 3 SECTION 16 . T 2 N-R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5 N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHIBIT " A "
O
cocrkL
N MARSHALL
NORTH _______
M DETAIL -----------------
N.T.S. AVENUE
W
W N89.21'20"W
= 203.36' (TIE)
V)
U
I— 102-14-273A
20' USA FEE L11
2016-0138367. M.C.R.
LU
102-14-2738
2017-0435785.
W.C.R.
PARCEL B
BOOK 989. PAGE 24.
M.C.R.
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WEST QUARTER
CORNER SECTION 16
FOUND BRASS CAP CENTER QUARTER
IN HAND HOLE CORNER SECTION 16
LVI:12/28/15 FOUND BRASS CAP FLUSH
LVI: 1/15/15
— — (BASIS OF BEARINGS) POINT OF COMMENCEMENT
688.14'16"w EASEMENT NO. 1 & 2
2655.28`
SALT RIVER PROJECTSURVEY DIVISION
AGRICULTURAL IMPROVEMENT d POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 2 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE SHEET SIZE: 8.5"x11" E X T E N S I O N
DRAWN: BH REVISION: 3 SECTION 16 , T2N-R1E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHIBIT " A "
MATCH SHEET 4
8' NORTH
DETAIL
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55' R/W PER
---.J BOOK 1376.
PAGE 31.
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SALT RIVER PROJECT F535SURVEY DIVISION
AGRICULTURAL IMPROVEMENT d POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 3 OF 13 Gus UW S T L T 95TH AVE
AGENT: LAURENCE SHEET SIZE: 8.51x11- EXTENSION
DRAWN: BH REVISION: 3 SECTION 16 . T2N-R1E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9. 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHIBIT " A "
MATCH SHEET 5
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BOOK 1376.
—"I PAGE 31. t"
M.C.R.
I 589.38'20"E
= j 2.00'
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I BOOK 1376.
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MATCH SHEET 3
SALT RIVER PROJECT 8515SURVEY DIVISION
AGRICULTURAL IMPROVEMENT d POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 4 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 3 SECTION 16 . T2N-R1E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHIBIT " A "
MATCH SHEET 6
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SALT RIVER PROJECT al.+ ..= SURVEY DIVISION
AGRICULTURAL IMPROVEMENT 8 POWER DISTRICT ,i�/t+/— LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 5 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE SHEET SIZE: 8.5"x11~ E X TENS ION
DRAWN: BH REVISION: 3 SECT SECTION 16 . T 2 N-R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
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MATCH SHEET 5
SALT RIVER PROJECT9515; SURVEY DIVISION
AGRICULTURAL IMPROVEMENT d POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
I.O. NUMBER: T2214277 SHEET: 6 -D1' 13 CUS UW STL T 95TH AVE
AGENT: LAURENCE SHEET SIZE: 6.5"x11• EXTENSION
DRAWN: BH REVISION: 3 SECTION 16 , T2N-R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
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SALT RIVER PROJECT ertili,l'r---) SURVEY DIVISION
AGRICULTURAL IMPROVEMENT 1. POWER DISTRICTLAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 7 OF 13 C U S UW S T L T 95TH A V E
AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: 6H REVISION: 3 SECTION 16 . T2N-R1E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHI3IT " A "
MATCH SHEET 9
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L= 1.65' " 6.00'
44.19' D= 00'10'05"
SALT RIVER PROJECT SURVEY DIVISION
AGRICULTURAL IMPROVEMENT b POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 8 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 3 SECT I O N 16 . T 2 N--R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E — 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
= XHIBIT " A "
MATCH SHEET 10
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1 BOOK 1330. '-o i a' BOOK 1330.
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NORTH I
DETAIL I
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1
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MATCH SHEET 8
SALT RIVER PROJECT
O��� SURVEY D IVIS 1 ON
AGRICULTURAL IMPROVEMENT & POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: T2214277 SHEET: 9 OF 13 C U S UW SILT 95TH A V E
AGENT: LAURENCE SHEET SIZE: B.5"x11" EXTENSION
DRAWN: BH REVISION: 3 SECTION 1 6 . T 2 N-R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHIBIT " A "
MATCH SHEET 11
it-, =
65' R/W tt '`K,
BOOK 1330. "' f'
PAGE 3. v 54/ k
M.C.R.
/`^ S51.37'40"E
17.43'
03 4:5).s
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I BOOK 1330.PAN.T.S. MC.R. ,-
1
MATCH SHEET 9
SALT RIVER PROJECT Erp SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
I.0. NUMBER: T2214271 SHEET: 10 OF 13 C U S UW SILT 9 5TH A V E
AGENT: LAURENCE SHEET SIZE: 8.5"x11" E X T E N S ION
DRAWN: BH REVISION: 3 SECT 1 ON 16 . T2N-R1E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHI3IT " A "
MATCH SHEET 12
10
N N
589'21 '20"E
[ 64.981(11E)
NORTH
lei
DETAIL1
N.T.S. = o /
N
W � is
v,
Q
Min
8' PUE PER
BOOK 1330,
65' R/W / PAGE 3, M.C.R.
BOOK 1330. K, r
N $
PAGE 3.
M.C.R. LOT 2
Lo
FINAL PIAT
FOR
MONTEBELLO 95 ADDITION
BOOK 1330. PAGE 3.
Lu M.C.R.
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k Ps
Z O
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t0
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4,. LOT 1
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/ FOR
I MONTEBELLO 95 ADDITION
MATCH SHEET 10 800K iN. C.R.303.
SALT RIVER PROJECT ( rt 23 SURVEY DIVISION
AGRICULTURAL IMPROVEMENT . POWER DISTRICT LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N. T.S.
1.0. NUMBER: T2214277 SHEET: 11 OF 13 C U S UW S T L T 95TH A V E
AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 3 SECTION 1 6 . T 2 N—R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E — 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHI3IT " A "
BETHANY -HOPIEROAD-
CORNER
NORTH QUARTER
SECTION 16
0
L
co
ti
Ql
0
ti
N 1
S89'21'20"E 589.21'20"E
h- 137.97' 72.99' /
\\\
N89 21 20 W I N89'21 20 W M •
134.27' 64.99' BcP'
0
2 �, / X449; 1A
GF
Q POINT OF BEGINNING o N / e� �o
EASEMENT NO. 2 a /
S44'59'4911 L1J 11.44'
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r,
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N Z Lf) L.0
CT) R/W
BOOK 1330. 0
PAGE 3,
--- M.C.R.
I
NORTH
MATCH SHEET 11 DETAIL
N.T.S.
SALT RIVER PROJECT SURVEY DIVISION
AGRICULTURAL IMPROVEMENT & POWER DISTRICT effrar--> LAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
I.O. NUMBER: T2214277 SHEET: 12 OF 13 C U S UW S T L T 95TH AVE
AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 3 SECTION 1 6 . T 2 N-R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E -- 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18
20190435512
EXHI3IT " A "
BETHANY HOME ROAD
- - - - - - -1 NORTH
DETAIL
- - - - - - - - - N.T.S.
I -
E
8' SRP UNDERGROUND ELECTRIC
EASEMENT PER 2007-0644346. M.C.R.
W
W
V)
2
U
+ice
589521'20"E
137.97'
N89'21'20111
-N48'S8'05"W— J `�, S41'01'55" N 134.27'
8.00' 1— .
- - - - I _
102-14-272
2017-0964511 .
M.C.R.
PARCEL A
BOOK 989. PAGE 24. M.C.R.
SALT RIVER PROJECT SE6rj 'a, SURVEY DIVISION
AGRICULTURAL IMPROVEMENT 4 POWER DISTRICTLAND DEPARTMENT
SRP LDWR NUMBER: 17-1309-NM SCALE: N.T.S.
1.0. NUMBER: 12214277 -SHEET: 13 OF 13 C U S UW S I L T 95TH A V E
AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION
DRAWN: BH REVISION: 3 SECT I O N 16 . T 2 N-R 1 E
CHECKED BY: GOREHAM CREW CHIEF: PETERSON 2 . 3E - 9 . 5N
DATE: 06/06/2019 FIELD DATE: 5/31/18