5) UNDERGROUND UTILITIES ARE NOT SHOWN. UTILITY MAPS HAVE NOT BEEN PROVIDED AT TIME OF SURVEY.NO UNDERGROUND INVESTIGATION WAS PERFORMED.
N
SCHEDULE "B" ITEMSDESCRIPTION
VICINITY MAPN.T.S.
104T
H ST
REET
E. BELL ROAD
SECTION 5,T.3N., R.5E.
COMPLETED SURVEY FIELDWORK ONCHECKED BY
CAD TECHNICIAN
SCALE
DATE
JOB NUMBER
SHEET
COPY
RIGH
T c
WOO
D, P
ATEL
& A
SSOC
IATE
S, IN
C.
OF
Z:\20
20\20
5148
\Sur
vey\S
urve
y\514
8-A0
1.dwg
Wood, Patel & Associates, Inc.
Civil EngineeringWater ResourcesLand SurveyConstruction Management
602.335.8500
www.woodpatel.com
07-01-2020
BJD/GSR
DAB
N.T.S.
07-07-2020
205148.80 2020
,
21
ALT
A/N
SPS
LAN
D T
ITLE
SU
RVE
YT
HO
MP
SO
N P
EA
K P
AR
KW
AY
A
ND
M
CD
OW
ELL M
OU
NT
AIN
R
AN
CH
R
OA
D
A PO
RTIO
N OF
LAND
LYIN
G W
ITHI
N SE
CTIO
N 5,
TOW
NSHI
P 3 N
ORTH
,RA
NGE
5 EAS
T, O
F TH
E GI
LA A
ND S
ALT
RIVE
R ME
RIDI
AN, M
ARIC
OPA
COUN
TY, A
RIZO
NA
ROY
EVRUS
DNALDERETSIG E R DIEHL
BRIAN J.23945
RTIFEC
ETACI NO.
A..SU.AN ,OZIRA
.............edg nS ie
at
D
EXPIRES 09-30-20
A PARCEL OF LAND LYING WITHIN SECTION 5, TOWNSHIP 3 NORTH, RANGE 5 EAST OF THE GILA ANDSALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBEDAS FOLLOWS:
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 5, A G.L.O BRASS CAP, FROMWHICH THE CENTER OF SAID SECTION 5, A G.L.O. BRASS CAP, BEARS NORTH 00 DEGREES 17MINUTES 51 SECONDS WEST (BASIS OF BEARING), A DISTANCE OF 2640.41 FEET;
THENCE ALONG THE NORTH-SOUTH MID-SECTION LINE OF SAID SECTION, NORTH 00 DEGREES 17MINUTES 51 SECONDS WEST, A DISTANCE OF 299.66 FEET TO THE POINT OF BEGINNING;
THENCE LEAVING SAID NORTH-SOUTH MID-SECTION LINE, SOUTH 89 DEGREES 42 MINUTES 41SECONDS WEST, A DISTANCE OF 249.82 FEET;
THENCE NORTH 00 DEGREES 17 MINUTES 40 SECONDS WEST, A DISTANCE OF 750.13 FEET;
THENCE SOUTH 89 DEGREES 52 MINUTES 30 SECONDS WEST, A DISTANCE OF 228.9 FEET;
THENCE NORTH 00 DEGREES 16 MINUTES 17 SECONDS WEST, A DISTANCE OF 273.54 FEET;
THENCE SOUTH 89 DEGREES 51 MINUTES 18 SECONDS EAST, A DISTANCE OF 478.58 FEET TO SAIDNORTH-SOUTH MID-SECTION LINE;
THENCE ALONG SAID NORTH-SOUTH MID-SECTION LINE, SOUTH 00 DEGREES 17 MINUTES 51SECONDS EAST, A DISTANCE OF 1020.70 FEET TO THE POINT OF BEGINNING.
1. Property Taxes for the year 2019-2020 are excempt.
2. A Certificate of Purchase No. 53-110387, dated December 01, 2005, executed by the State LandDepartment of the State of Arizona, Office of the State Land Commissionaer, as Seller and LandResearch and Development, Inc., an Arizona corporation, as Purchaser as disclosed by Instrumentrecorded January 20, 2006 as 2006-0087958 of Official Records and re-recorded January 23, 2006 as2006-0092024 of Official Records.
The Purchasers interest was assigned to 2005 R.E Investments I, L.L.C., an Arizona limited liabilitycompany by Consent to Assignment of Certificate of Purchase recorded January 20, 2006 as 2006-0087957 of Official Records and re-recorded January 23, 2006 as 2006-0092025 of Official Records.
3. Right-of-Way No. 16-95513 granted by the Arizona State Land Department to Salt River ProjectAgricultural Improvements and Power District for Power lines and Pipelines as facilities connected andhaving a term Perpetual.
4. Right-of-Way No. 14-53636 granted by the Arizona State Land Department to City of Scottsdalefor An underground sewer lines and having a term 30 Years, Commencing on February 10, 1994.
and thereafter Amendment recorded as 97-652886
5. Right-of-Way No. 16-101774 granted by the Arizona State Land Department to City of Scottsdalefor Public roadway and underground water and sewer line and having a term Perpetual.
6. Right-of-Way No. 18-53703 granted by the Arizona State Land Department to Arizona Public ServiceCompany for underground 12kV electrical distribution line and having a term ending January 26,2024.
7. Any facts, rights, interests or claims which would be disclosed by a correct ALTA/NSPS survey.
8. The rights of parties in possession by reason of any unrecorded lease or leases or month to monthtenancies affecting any portion of the within described property.
NOTE: This matter will be more fully set forth or deleted upon compliance with the applicablerequirement(s) set forth herein.
9. Water rights, claims or title to water, whether or not shown by the public records.
3) THIS SURVEY WAS PERFORMED WITH GLOBAL POSITIONING SYSTEM EQUIPMENT UTILIZING REALTIME KINEMATICS SURVEYING METHODS. THE MONUMENTS LOCATED ARE WITHIN THEPOSITIONAL TOLERANCES RECOMMENDED IN THE ALTA/NSPS SURVEY REQUIREMENTS ADOPTEDFOR USE IN 2016 BY THE AMERICAN LAND TITLE ASSOCIATION AND THE NATIONAL SOCIETY OFPROFESSIONAL SURVEYORS.
9) ADJOINING OWNER INFORMATION IS PER THE MARICOPA COUNTY ASSESSOR'S OFFICEGEOGRAPHIC INFORMATION SYSTEM (GIS) WEBSITE ON JUNE 24, 2020.
8) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NO. 04013C1320L AND 04013C1340L DATED OCTOBER 16, 2013, THE SUBJECT PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREAS ZONEAO. AREAS ZONE AO IS DESCRIBED AS: " FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY SHEET FLOW ONSLOPING TERRAIN); AVERAGE DEPTHS DETERMINED. FOR AREAS OF ALLUVIAL FAN FLOODING, VELOCITIES ALSO DETERMINED.
4) AREA OF SUBJECT PROPERTY IS 317,774 SQUARE FEET OR 7.2951 ACRES, MORE OR LESS.
6) THE ABBREVIATIONS THAT APPEAR WITH THE RECORD INFORMATION REPRESENT THEFOLLOWING:(R) ABOVE NAMED TITLE COMMITMENT(R1) CONDO PLAT GRAYTHORN, BOOK 1325, PAGE 44, M.C.R.(R2) GDACS, BOOK 752, PAGE 33, M.C.R.(R3) MCDOWELL MOUNTAIN RANCH ROAD AQUATIC CENTER, BOOK 725, PAGE 38, M.C.R.(R4) RECORD OF SURVEY, BOOK 777, PAGE 7, M.C.R.(R5) MAP OF DEDICATION MCDOWELL MOUNTAIN RANCH, BOOK 375, PAGE 8, M.C.R.(R6) DEED OF RELINQUISHMENT RECORDED IN DKT. 11292, PAGES 1335-1344, M.C.R.
7) ANY DISTANCES, BEARINGS, DESCRIPTIONS, ETC., WHICH MAY VARY FROM THE PROVISIONS OFTHE RECORD INFORMATION NOTED ABOVE REFLECT ACTUAL MEASURED DATA, OR THE BESTINTERPRETATION OF THE UNDERSIGNED.
11) SCHEDULE B ITEMS 1, 7, 8 AND 9 ARE NOT PLOTTABLE. HOWEVER, SAIDSCHEDULE B ITEMS MAY OR MAY NOT AFFECT SUBJECT PROPERTY.
10) SCHEDULE B ITEMS 2, 3 AND 4 ARE BLANKET IN NATURE AND APPEAR TO AFFECT SUBJECTPROPERTY. ANY PLOTTABLE PORTION OF SAID ITEMS ARE SHOWN HEREON.
12) NO EVIDENCE OF EXISTING BUILDINGS WAS OBSERVED IN THE PROCESS OF CONDUCTING THESURVEY.
13) NO EVIDENCE OF EXISTING ADDRESS WAS OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY OR IN RECORD DOCUMENTS PROVIDED.
NOTES
2. BASIS OF BEARINGNATIONAL GEODETIC SURVEY (NGS) GEODETIC NORTH BASED ON:
THE HORIZONTAL DATUM FOR THIS SURVEY IS BASED ON INFORMATION OBTAINED FROM OPUS (ON-LINE POSITIONING USER SERVICE) PROVIDED BY THE NATIONAL GEODETIC SURVEY (NGS) WEBSITE WWW.NGS.NOAA.GOV, ON OPUS RESULTS ON MAY 27, 2020.
PROJECTION ARIZONA CENTRAL ZONE, NAD 83, (EPOCH 2010)DATUM: GRS-80UNITS: INTERNATIONAL FEETGEOID MODEL GEOID 2018
CONTROL POINT: WOODPATEL CONTROL POINT 100SOLUTION: 02921420.20O OP1590622657361LATITUDE: 33°37'53.58421" NLONGITUDE: 111°52'12.37408" WELLIPSOID HEIGHT: 437.953 (METERS)DESCRIPTION: SET 1/2 INCH REBAR WITH TRAVERSE CAP
MODIFIED TO GROUND AT N: 957319.255 E: 714172.382, USING A SCALE FACTOR OF 1.0001685411.
HORIZONTAL ADJUSTMENT: NONEHORIZONTAL ROTATION: NONE
14) SCHEDULE B ITEM 6 IS A RIGHT-OF-WAY FOR UNDERGROUND 12KV ELECTRICAL DISTRIBUTION LINETO ARIZONA PUBLIC SERVICE COMPANY AND IS SHOWN IN THE RECORD DOCUMENT AS A STRIP OFLAND. HOWEVER, THERE IS NO DEFINED WIDTH, ALTHOUGH AN AREA OF 0.35 ACRES IS DESCRIBED.THE RIGHT-OF WAY IS LOCATED APPROXIMATELY IN THE CENTER OF THOMPSON PEAK PARKWAY.THE RECORD DOCUMENT DOES NOT HAVE A LEGAL DESCRIPTION ATTACHED, THEREFORE IT IS UNABLE TO BE PLOTTED HEREON AND MAY OR MAY NOT AFFECT SUBJECT PROPERTY.
1) ALL TITLE INFORMATION IS BASED ON A SPECIAL REPORT ISSUED BY FIRST AMERICAN TITLEINSURANCE COMPANY, REPORT NO. NCS-1017699-PHX1, SEARCH MADE TO JUNE 23, 2020 AT 7:30 A.M.,AS TO THE RECORDS OF MARICOPA COUNTY RECORDER'S AND JUNE 29, 2020 AT 7:30 A.M., AS TO THERECORDS OF THE ARIZONA STATE LAND DEPARTMENT, RECEIVED ON JUNE 30, 2020.
SITE
N. T
HOMP
SON
PEAK
PKW
Y
E. MCDOWELLMOUNTAIN RANCH ROAD
GREENWAY ROAD (ALIGNMENT)
96TH
STR
EET
(ALIG
NMEN
T)
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCEWITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLYESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 8 AND 11 OF TABLE A THEREOF. THEFIELDWORK WAS COMPLETED ON JULY 01, 2020.
CERTIFICATIONTO: ARIZONA STATE LAND DEPARTMENT
FIRST AMERICAN TITLE INSURANCE COMPANY
BRIAN J. DIEHL RLS 23945WOOD, PATEL & ASSOCIATES, INC.1630 SOUTH STAPLEY DRIVE - SUITE 219MESA, ARIZONA 85204(480) [email protected]
15) SUBJECT PROPERTY CONTAINS TRAILS, VEGETATION AND WASHES THAT ARE CONSISTENT WITH LOCAL DESERT TERRAIN.
7-7-20
MCDO
WEL
L MOU
NTAI
N CO
MMUN
ITY
STOR
AGE
LLC
APN
217-
14-0
03M
DOC.
2019
-030
2648
, M.C
.R.
N. THOM
PSON PEAK P
KWY
SUBJECT PROPERTYNO BUILDINGS OBSERVED
(BLANKET ITEMS)2 3 4
FD. 1/2" REBARW/ CAP PLS 21782
FD. 1/2" REBARNO IDENTIFICATION
299.6
6' (M
&R)
N89°52'09"W 2642.78'(M)
N00°
17'35
"W 7
50.20
' (M)
1020
.65' (M
)
FENCE IS1.3' WEST OF PL
FENCE IS0.4' WEST OF PL
S00°
17'51
"E 1
020.7
0' (R
)
N00°
17'40
"W 7
50.13
' (R)
N89°52'19"W 2642.73'(R2)
PR&UWSL5
5
R/W5
75' R/W(R5)
5.0' FC
S.L.
E.J.B.
E.J.B.
W.V.
W.V.
I.V.
I.V.
I.V.
E
T
S.L.
WALL
WALL
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CACTUS
CACTUS
V.C.G.
V.C.G.
S.C.
R.C.
S.C.
S.C.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.
V.C.G.V.C.G.
V.C.G.
V.C.G.
C.B.
C.B.
S.C.
DESERTTERRAIN
V.C.G.
V.C.G.
75' R/W(R5) N44°50'
01"E 10
39.28'
(C)
USA-
BOR
APN
217-
14-0
40DK
T. 11
292,
PG. 1
340,
M.C.
R.
CITY
OF
SCOT
TSDA
LEAP
N 21
7-14
-969
DOC.
2005
-011
4074
, M.C
.R.
S89°42'41"W 249.82' (R)S89°44'45"W 249.76' (M)
USA-BORAPN 217-14-040
DKT. 11292, PG. 1340, M.C.R.
N89°50'27"W 2642.58' (R1)(R4)
SOUTH 1/4 CORNER OFSECTION 5, T.3N., R.5E.NOTHING FOUND NOTHING SETPOINT OF COMMENCEMENT
7.0'
S00°
19'01
"E 1
320.3
1'(M)
S00°
16'45
"E 1
320.3
2'(R4
)
FD. 3" C.O.S.
B.C.H.
L=1186.38 ', R =2596.83 ' ( C)
D=26°10'33 " ( C)
CHORD: S57°55'17"W 1176.09' (M)
PR&UWSL
POINT OFBEGINNING
300.0
0' (R
6)
N89°42'15"E 250.00' (R6)
S00°
17'45
"E 7
50.00
' (R6)
MCDO
WEL
L MOU
NTAI
N CO
MMUN
ITY
STOR
AGE
LLC
APN
217-
14-0
03M
DOC.
2019
-030
2648
, M.C
.R.
USA-
BOR
APN
217-
14-0
40DK
T.11
292,
PG.13
40, M
.C.R
.
WINSTAR PRO LLCAPN 217-14-038A
DOC. 2001-0099889, M.C.R.
JAT DOVE CAPITAL LLCAPN 217-14-039A
DOC. 2017-0605648, M.C.R.
SUBJECT PROPERTYNO BUILDINGS OBSERVED
(BLANKET ITEMS)2 3 4
FD. 2 1/2 " GLO BRASS CAP BENTFD. SPIKE AT POINT OF ENTRY
FD. 1/2" REBARW/ CAP RLS 31021
S00°
17'39
"E 1
320.4
4'(M)
N00°
17'35
"W 7
50.20
' (M)
N89°54'03"W 230.84' (M)
N00°
17'48
"W 2
72.41
' (M)
S89°50'56"E 480.19' (M)
1020
.65' (M
)
FENCE ISON PL
FENC
E IS
14.9'
SOU
TH O
F P L
FENC
E IS
4.0' S
OUTH
OF
P L
FENCE IS1.1' WEST OF PL
FENCE IS4.9' WEST OF PL
S00°
17'51
"E 1
020.7
0' (R
)
N00°
17'40
"W 7
50.13
' (R)
S89°51'18"E 478.58' (R)
S89°52'30"E 228.90' (R)
N00°
16'17
"W 27
3.54 '
(R)
DIRT ROAD DIRT ROAD
FD. 4" DEPARTMENT OFINTERIOR BRASS CAPSTAMPED BUREAU OF RECLAMATIONDET BASIN ROW PI # 63
FD. 2" C.O S. A.C. RLS 14199
FD. 4" DEPARTMENT OFINTERIOR BRASS CAP STAMPEDBUREAUOF RECLAMATIONDET BASINROW PI # 65
DESERTTERRAIN
DESERTTERRAIN
150.19' (M) 330.00' (M)
S00°
19'01
"E 1
320.3
1'(M)
S00°
16'46
"E 1
320.3
2'(R4
)S0
0°16
'45"E
132
0.32'(
R4)
S00°
17'45
"E 7
50.00
' (R6)
N89°42'15"E 230.53' (R6)
S00°
16'27
"E 27
2.63 '
(R6)
CENTER OF SECTION 5,T.3N., R.5E.FD. 2 1/2" GLO BRASS CAP BENTSTAMPED C 1/4 S5 1950LOCATED POINT OF ENTRY
FD. 4" DEPARTMENT OFINTERIOR BRASS CAP (BROKEN)STAMPED BUREAU OF RECLAMATIONDET BASIN ROW PI # 68
N00°
09'00
"W 2
07.62
'(M)
N00°
03'47
"W 2
07.75
'(R3)
SOUTHWEST CORNER OFSECTION 5, T.3N., R.5E.FD. 2 1/2" GLO BRASS CAPSTAMPED T3N R5E S5 S6 S7 S81914
NOTHING FOUNDNOTHING SETM
CDOWELL M
OUNTAIN
RANCH ROAD
FD. 3" C.O.S. B.C.H.
STREET LIGHT
CATCH BASINC.B.
S.L.
GLO GENERAL LAND OFFICE
SINGLE CURBS.C.
RIBBON CURBR.C.
NCOMPLETED SURVEY FIELDWORK ONCHECKED BY
CAD TECHNICIAN
SCALE
DATE
JOB NUMBER
SHEET
COPY
RIGH
T c
WOO
D, P
ATEL
& A
SSOC
IATE
S, IN
C.
OF
Z:\20
20\20
5148
\Sur
vey\S
urve
y\514
8-A0
1.dwg
Wood, Patel & Associates, Inc.
Civil EngineeringWater ResourcesLand SurveyConstruction Management
602.335.8500
www.woodpatel.com
07-01-2020
BJD/GSR
DAB
1"=50'
07-07-2020
205148.80 2020
,
21
ALT
A/N
SPS
LAN
D T
ITLE
SU
RVE
YT
HO
MP
SO
N P
EA
K P
AR
KW
AY
A
ND
M
CD
OW
ELL M
OU
NT
AIN
R
AN
CH
R
OA
D
A PO
RTIO
N OF
LAND
LYIN
G W
ITHI
N SE
CTIO
N 5,
TOW
NSHI
P 3 N
ORTH
,RA
NGE
5 EAS
T, O
F TH
E GI
LA A
ND S
ALT
RIVE
R ME
RIDI
AN, M
ARIC
OPA
COUN
TY, A
RIZO
NA
ROY
EVRUS
DNALDERETSIG E R DIEHL
BRIAN J.23945
RTIFEC
ETACI NO.
A..SU.AN ,OZIRA
.............edg nS ie
at
D
EXPIRES 09-30-20
Horz. 1 in. = ft.
0 50 100
50
MATCH BOTTOM RIGHT
MATCH TOP LEFT
# PLOTTABLE SCHEDULE "B" ITEM
CONCRETE
SIGN
STORM DRAIN MANHOLE
(R)
(M)
ELECTRIC MANHOLEE
W.V. WATER VALVE
T TELEPHONE MANHOLES SEWER MANHOLE
FOUNDFD.
RECORD DATA
MEASURED DATAM.C.R. MARICOPA COUNTY RECORDS
C.O.S. CITY OF SCOTTSDALE
RIGHT-OF-WAYR/W
VERTICAL CURB & GUTTERV.C.G.
I.V. IRRIGATION VALVE
TREE OR BUSH
SURVEY MONUMENT WITH RLS TAG OR CAPTO BE SET UNLESS OTHERWISE NOTED
SURVEY MONUMENT FOUND AS NOTED
EASEMENT LINERIGHT-OF-WAY LINESECTION LINE
BOUNDARY LINE
LEGEND
BARBED WIRE FENCE LINE
FACE OF CURBFC
BRASS CAP IN HANDHOLEB.C.H.A.P.N. ASSESSOR PARCEL NUMBER
D
DOC. DOCUMENT
E.J.B. ELECTRIC JUNCTION BOX
P PROPERTY LINEL
(C) CALCULATED POSITION
A.C. ALUMINUM CAP
SAGUARO
DKT. DOCKET
PR&UWSL PUBLIC ROADWAY AND UNDERGOUND WATER AND SEWER LINE
PAGEPG.
7-7-20