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E. BELL ROAD N. THOMPSON PEAK PKWY NOTES

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5) UNDERGROUND UTILITIES ARE NOT SHOWN. UTILITY MAPS HAVE NOT BEEN PROVIDED AT TIME OF SURVEY. NO UNDERGROUND INVESTIGATION WAS PERFORMED. N SCHEDULE "B" ITEMS DESCRIPTION VICINITY MAP N.T.S. 104TH STREET E. BELL ROAD SECTION 5, T.3N., R.5E. COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET COPYRIGHT c WOOD, PATEL & ASSOCIATES, INC. OF Z:\2020\205148\Survey\Survey\5148-A01.dwg Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com 07-01-2020 BJD/GSR DAB N.T.S. 07-07-2020 205148.80 2020, 2 1 ALTA/NSPS LAND TITLE SURVEY THOMPSON PEAK PARKWAY AND MCDOWELL MOUNTAIN RANCH ROAD A PORTION OF LAND LYING WITHIN SECTION 5, TOWNSHIP 3 NORTH, RANGE 5 EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA R O Y E V R U S D N A L D E R E T S I G E R DIEHL BRIAN J. 23945 R T I F E C E T A C I N O . A . . S U . A N , O Z I R A . . . . . . . . . . . . . e d g n S i e a t D EXPIRES 09-30-20 A PARCEL OF LAND LYING WITHIN SECTION 5, TOWNSHIP 3 NORTH, RANGE 5 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 5, A G.L.O BRASS CAP, FROM WHICH THE CENTER OF SAID SECTION 5, A G.L.O. BRASS CAP, BEARS NORTH 00 DEGREES 17 MINUTES 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 17 MINUTES 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 41 SECONDS 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 SAID NORTH-SOUTH MID-SECTION LINE; THENCE ALONG SAID NORTH-SOUTH MID-SECTION LINE, SOUTH 00 DEGREES 17 MINUTES 51 SECONDS 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 Land Department of the State of Arizona, Office of the State Land Commissionaer, as Seller and Land Research and Development, Inc., an Arizona corporation, as Purchaser as disclosed by Instrument recorded January 20, 2006 as 2006-0087958 of Official Records and re-recorded January 23, 2006 as 2006-0092024 of Official Records. The Purchasers interest was assigned to 2005 R.E Investments I, L.L.C., an Arizona limited liability company 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 Project Agricultural Improvements and Power District for Power lines and Pipelines as facilities connected and having a term Perpetual. 4. Right-of-Way No. 14-53636 granted by the Arizona State Land Department to City of Scottsdale for 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 Scottsdale for 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 Service Company 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 month tenancies affecting any portion of the within described property. NOTE: This matter will be more fully set forth or deleted upon compliance with the applicable requirement(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 REAL TIME KINEMATICS SURVEYING METHODS. THE MONUMENTS LOCATED ARE WITHIN THE POSITIONAL TOLERANCES RECOMMENDED IN THE ALTA/NSPS SURVEY REQUIREMENTS ADOPTED FOR USE IN 2016 BY THE AMERICAN LAND TITLE ASSOCIATION AND THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS. 9) ADJOINING OWNER INFORMATION IS PER THE MARICOPA COUNTY ASSESSOR'S OFFICE GEOGRAPHIC 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 ZONE AO. AREAS ZONE AO IS DESCRIBED AS: " FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY SHEET FLOW ON SLOPING 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 THE FOLLOWING: (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 OF THE RECORD INFORMATION NOTED ABOVE REFLECT ACTUAL MEASURED DATA, OR THE BEST INTERPRETATION OF THE UNDERSIGNED. 11) SCHEDULE B ITEMS 1, 7, 8 AND 9 ARE NOT PLOTTABLE. HOWEVER, SAID SCHEDULE 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 SUBJECT PROPERTY. ANY PLOTTABLE PORTION OF SAID ITEMS ARE SHOWN HEREON. 12) NO EVIDENCE OF EXISTING BUILDINGS WAS OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY. 13) NO EVIDENCE OF EXISTING ADDRESS WAS OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY OR IN RECORD DOCUMENTS PROVIDED. NOTES 2. BASIS OF BEARING NATIONAL 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-80 UNITS: INTERNATIONAL FEET GEOID MODEL GEOID 2018 CONTROL POINT: WOODPATEL CONTROL POINT 100 SOLUTION: 02921420.20O OP1590622657361 LATITUDE: 33°37'53.58421" N LONGITUDE: 111°52'12.37408" W ELLIPSOID 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: NONE HORIZONTAL ROTATION: NONE 14) SCHEDULE B ITEM 6 IS A RIGHT-OF-WAY FOR UNDERGROUND 12KV ELECTRICAL DISTRIBUTION LINE TO ARIZONA PUBLIC SERVICE COMPANY AND IS SHOWN IN THE RECORD DOCUMENT AS A STRIP OF LAND. 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 TITLE INSURANCE 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 THE RECORDS OF THE ARIZONA STATE LAND DEPARTMENT, RECEIVED ON JUNE 30, 2020. SITE N. THOMPSON PEAK PKWY E. MCDOWELL MOUNTAIN RANCH ROAD GREENWAY ROAD (ALIGNMENT) 96TH STREET (ALIGNMENT) THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 8 AND 11 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON JULY 01, 2020. CERTIFICATION TO: ARIZONA STATE LAND DEPARTMENT FIRST AMERICAN TITLE INSURANCE COMPANY BRIAN J. DIEHL RLS 23945 WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE - SUITE 219 MESA, ARIZONA 85204 (480) 834-3300 [email protected] 15) SUBJECT PROPERTY CONTAINS TRAILS, VEGETATION AND WASHES THAT ARE CONSISTENT WITH LOCAL DESERT TERRAIN. 7-7-20
Transcript
Page 1: E. BELL ROAD N. THOMPSON PEAK PKWY NOTES

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

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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

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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

Page 2: E. BELL ROAD N. THOMPSON PEAK PKWY NOTES

MCDO

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FD. 1/2" REBARNO IDENTIFICATION

299.6

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N89°52'09"W 2642.78'(M)

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17'35

"W 7

50.20

' (M)

1020

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)

FENCE IS1.3' WEST OF PL

FENCE IS0.4' WEST OF PL

S00°

17'51

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020.7

0' (R

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17'40

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50.13

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N89°52'19"W 2642.73'(R2)

PR&UWSL5

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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°

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320.3

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320.3

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)

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

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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

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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

)

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FENC

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14.9'

SOU

TH O

F P L

FENC

E IS

4.0' S

OUTH

OF

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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

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OUNTAIN

RANCH ROAD

FD. 3" C.O.S. B.C.H.

STREET LIGHT

CATCH BASINC.B.

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SINGLE CURBS.C.

RIBBON CURBR.C.

NCOMPLETED SURVEY FIELDWORK ONCHECKED BY

CAD TECHNICIAN

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JOB NUMBER

SHEET

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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

,

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SIGN

STORM DRAIN MANHOLE

(R)

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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

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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

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(C) CALCULATED POSITION

A.C. ALUMINUM CAP

SAGUARO

DKT. DOCKET

PR&UWSL PUBLIC ROADWAY AND UNDERGOUND WATER AND SEWER LINE

PAGEPG.

7-7-20


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