Extracted text (via pymupdf)
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PH69342A
CROWN JEWEL
(831830)
RFDS VER 1 DATED 8/24/2021 AT 3:8:58 PM
TITLE SHEET, VICINITY
MAP & GENERAL
INFORMATION
T-1
SITE #:
SITE NAME:
STATE:
COUNTY:
DESIGN TYPE:
PH69342A
CROWN JEWEL (831830)
PROJECT SUMMARY
PROJECT TEAM
PROJECT DESCRIPTION
CODE COMPLIANCE:
ACCESSIBILITY REQUIREMENTS:
SHEET INDEX
ARIZONA
MARICOPA
NEW SITE BUILD
VICINITY MAP
SITE LOCATION
DRIVING DIRECTIONS
SOUTH STEARMAN DRIVE
(E) IRRIGATION EASEMENT
EAST GERMANN ROAD
SOUTH DOUGLAS DRIVE
(E) DRAINAGE EASEMENT
(E) DRAINAGE EASEMENT
(DOC. 99-0077495)
(E) 8' P.U.E.
(BK. 1224, PG. 36)
(E) 12' S.W.E.
(BK. 1224, PG. 36)
N16° 31' 03"W
24.66'
L=185.16, R=660.00
D=16°04'26"
N0° 26' 37"W
397.32'
L=384.57, R=660.00
D=33°23'08"
N32° 37' 43"E
222.44'
N76° 30' 46"E
28.31'
L=146.01, R=1275.00
D=6°33'41"
S0° 28' 25"E
1089.72'
S88° 59' 40"W
355.73'
FOUND
BCFL
FOUND BCFL
P.O.C.
(P) 12' ACCESS EASEMENT 2
(P) 5' UTILITY EASEMENT 2
FOUND
BCFL
FOUND
BCHH
N0° 29' 27"W
372.39'
N0° 29' 27"W
25.87'
L=404.
55, R=700
.00
D=33°0
6'46"
N32° 37' 43"E
316.76'
APN: 303-31-370
ZONING: PAD
APN: 303-31-346
ZONING: PAD
APN: 303-31-347
ZONING: PAD
40' R/W
R/W VARIES
(ASSESSOR)
R/W VARIES
R/W VARIES
75' R/W
(E) BUILDING
(E) 7' IRRIGATION EASEMENT
(DKT. 6339, PG. 518)
(E) 13' IRRIGATION EASEMENT
(DKT. 6339, PG. 518)
6
7
(E) 8' P.U.E.
8
8
(E) 10' TEMP.
CONST. ESMT.
11
11 (E) 80' ROW
EASEMENT
15 (E) 12' SIDEWALK
EASEMENT
15
15 (E) 8' P.U.E.
15
15
15
15
15
P.O.C.
(P) 12' ACCESS EASEMENT 1
(P) 5' UTILITY EASEMENT 1
(P) LEASE AREA 1
(P) LEASE AREA 2
(E) LESSOR'S PARCEL LINE
N0° 28' 25"W 745.15'
L15
L16
C1
L17
C2
L18
L19
L20
(P) 12'
ACCESS EASEMENT 2
P.O.B.
(P) 12' ACCESS EASEMENT 2
POINT "A"
L25
L26
L27
P.O.B. (P) LEASE AREA 2
MONUMENT LINE
BRASS CAP IN HANDHOLE (BCHH)
FIRE HYDRANT
WATER VALVE
STORM MANHOLE
IRRIGATION CONTROL VALVE
SIGN
RIGHT-OF-WAY LINE
TELEPHONE PEDESTAL
ELECTRICAL PULL BOX
BRASS CAP FLUSH (BCFL)
PROPERTY LINE
EASEMENT LINE
DECIDUOUS TREE
E
ICV
LIGHT POST
H
Y
D
WV
D
LEGEND
FIBER CABINET
FC
HANDICAP
SANITARY SEWER CLEANOUT
CATCH BASIN
CB
TELEVISION RISER
TV
P.U.E. PUBLIC UTILITY EASEMENT
S.W.E. SIDEWALK EASEMENT
EC
ELECTRICAL CABINET
POINT OF BEGINNING
POINT OF COMMENCEMENT
POB
POC
PROJECT AREA
PROPERTY LOCATED IN MARICOPA COUNTY, ARIZONA
LOT 1, OF CROWN CASTLE, ACCORDING TO THE PLAT OF RECORD IN THE OFFICE OF
THE COUNTY RECORDER OF MARICOPA COUNTY, RECORDED IN BOOK 1224 OF
MAPS, PAGE 36.
AND BEING THE SAME PROPERTY CONVEYED TO CROWN CASTLE USA INC., A
PENNSYLVANIA CORPORATION FROM MDB CC CHANDLER, LLC, AND ARIZONA
LIMITED LIABILITY COMPANY BY SPECIAL WARRANTY DEED DATED SEPTEMBER 29,
2015 AND RECORDED SEPTEMBER 29, 2015 IN INSTRUMENT NO. 20150700831.
LESSOR'S LEGAL DESCRIPTION (APN 303-31-370)
1.
ELEVATIONS SHOWN HEREON ARE REPRESENTED IN NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED FROM
GPS DERIVED ELLIPSOID HEIGHTS, APPLYING GEOID 12B SEPARATIONS
CONSTRAINING TO NGS CORS STATIONS PROVIDED IN THE "ONLINE
POSITIONING USER SERVICE" (OPUS) SOLUTION FOR THIS SPECIFIC
SITE.
2.
BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE PLANE
NAD83 COORDINATE SYSTEM ARIZONA STATE PLANE COORDINATE
ZONE CENTRAL, DETERMINED BY GPS OBSERVATIONS.
3.
FIELD WORK FOR THIS PROJECT WAS PERFORMED ON 07/10/2020 &
08/20/2021.
PROJECT META DATA
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44007
RYAN L.
FIDLER
.
A
.
.
U
,
A
N
S
Z
I
A
R
O
SURVEYOR NOTES
0
07/16/20
PRELIMINARY
SHEET NO.
REVISION:
REVISIONS
PROJECT No.
SITE NAME:
SITE ADDRESS:
SHEET TITLE:
FIELD BY:
DRAWN BY:
CHECKED BY:
NO.
DATE
DESCRIPTION
REUSE OF DOCUMENT
THE IDEAS & DESIGN INCORPORATED HEREON, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE
USED FOR ANY OTHER PROJECT WITHOUT WRITTEN
AUTHORIZATION OF RLF CONSULTING, LLC.
JMM
GAC
RLF
4
15006177
PH69342A - CROWN JEWEL (831830)
2055 S STEARMAN DR
CHANDLER, AZ 85286
TOPOGRAPHIC SURVEY
LS-1
jsultzbach@com-serv.com
jsultzbach@com-serv.com
NORTH
THE PROPOSED LEASE PREMISES SHOWN HEREON APPEAR TO BE WITHIN FLOOD
ZONE "X" AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM MAP NO. 04013C2743M DATED 11/04/15.
FLOOD ZONE "X" IS DEFINED AS: AREAS DETERMINED TO BE OUTSIDE 500-YEAR
FLOODPLAIN; DETERMINED TO BE OUTSIDE THE 1% AND 0.2% ANNUAL CHANCE
FLOODPLAINS.
FLOOD ZONE DESIGNATION
SURVEY DETAIL
SHEET LS-2
GERMANN RD
DOUGLAS DR
STEARMAN DR
GILBERT RD
1.
ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED BY FIDELITY NATIONAL TITLE INSURANCE
COMPANY, ORDER NO.: 34973482 EFFECTIVE DATE: 07/22/2021.
2.
SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO
DETERMINE ANY DEFECT IN TITLE.
3.
THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD
INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF
THE PROPERTY.
4.
SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR
THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND
DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED
AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY
OF THE CONTRACTOR.
1.
TAXES TYPE OF TAX: COUNTY CALENDAR YEAR: 2020
AMOUNT: $181,663.98 ANNUALLY PARCEL ID #: 303-31-370
PAID THROUGH: 2020 ASSESSMENT: $8,882,454.00 (TOTAL = LAND AND
IMPROVEMENTS, IF ANY)
2.
ROAD DECLARED RECORDED JULY 21, 1970 IN DEED BOOK 8230, PAGE 477.
(OUTSIDE PARENT PARCEL)
3.
RESOLUTION ADOPTING STATE ROUTE PLAN RECORDED ON MAY 9, 1985
IN INSTRUMENT NO. 85-212890.
(BLANKET IN NATURE - COVERS MULTIPLE SECTIONS)
4.
EASEMENT IN FAVOR OF STATE OF ARIZONA, BY AND THROUGH ITS
DEPARTMENT OF TRANSPORTATION, ITS SUCCESSORS OR ASSIGNS SET
FORTH IN INSTRUMENT RECORDED ON NOVEMBER 15, 2002 IN
INSTRUMENT NO. 20021213047.
(EASEMENT LIES OUTSIDE PARENT PARCEL)
5.
DECLARATION OF EASEMENT, BY EXETER REAL ESTATE INVESTORS XXII,
AN ARIZONA LIMITED PARTNERSHIP, RECORDED ON MAY 4, 2004 IN
INSTRUMENT NO. 20040490775.
(EASEMENT LIES OUTSIDE PARENT PARCEL)
6.
SPECIAL WARRANTY DEED OF DEDICATION DATED APRIL 29, 2004 BY AND
BETWEEN EXETER REAL ESTATE INVESTORS XXII, AN ARIZONA LIMITED
PARTNERSHIP, AS GRANTOR, AND CITY OF CHANDLER, AN ARIZONA
MUNICIPAL CORPORATION, AS GRANTEE, RECORDED ON AUGUST 24, 2004
IN INSTRUMENT NO. 2004-0980864. (REFERENCED ON SURVEY)
7.
PUBLIC UTILITY EASEMENT IN FAVOR OF EXETER REAL ESTATE
INVESTORS XXII, AN ARIZONA LIMITED PARTNERSHIP SET FORTH IN
INSTRUMENT RECORDED ON AUGUST 24, 2004 IN INSTRUMENT NO.
2004-0980865. (REFERENCED ON SURVEY)
8.
ORDER OF IMMEDIATE POSSESSION IN FAVOR OF CITY OF CHANDLER, AN
ARIZONA MUNICIPAL CORPORATION, RECORDED ON JUNE 1, 2004 IN
INSTRUMENT NO. 2004-0613698. (REFERENCED ON SURVEY)
9.
POWER DISTRIBUTION EASEMENT IN FAVOR OF SALT RIVER PROJECT
AGRICULTURAL IMPROVEMENT AND POWER DISTRICT, AN AGRICULTURAL
IMPROVEMENT DISTRICT ORGANIZED AND EXISTING UNDER THE LAWS OF
THE STATE OF ARIZONA, ITS THEIR RESPECTIVE SUCCESSORS AND
ASSIGNS SET FORTH IN INSTRUMENT RECORDED ON OCTOBER 1, 2004 IN
INSTRUMENT NO. 20041154100.
(BLANKET IN NATURE - UNABLE TO LOCATE PLACEMENT)
10. LOCATION NOTICE OF IRRIGATION FACILITIES RECORDED ON FEBRUARY
9, 2010 IN INSTRUMENT NO. 20100111197.
(BLANKET IN NATURE - UNABLE TO LOCATE PLACEMENT)
11.
ORDINANCE NO. 4565 RECORDED ON JANUARY 7, 2015 IN INSTRUMENT NO.
20150007500. (REFERENCED ON SURVEY)
12. EXCEPT THE COAL, OIL, GAS AND OTHER MINERALS UNDERLYING THE
SURFACE OF SAID LAND AND ALL RIGHTS AND EASEMENTS IN FAVOR OF
THE ESTATES OF SAID COAL, OIL, GAS AND OTHER MINERALS; INCLUDING,
BUT NOT LIMITED TO, EXPRESS OR IMPLIED EASEMENTS IN, OVER AND
UNDER THAT ESTATE FOR THE ENTRY AND REMOVAL OF MINERALS. THIS
POLICY SHOULD NOT BE CONSTRUED AS INSURING AGAINST LOSS OR
DAMAGE RESULTING TO THE SURFACE OF THE LAND OR ANY
IMPROVEMENTS THEREON CAUSED BY SURFACE ENTRY OR BY THE
REMOVAL OF THE OIL, GAS, AND OTHER MINERALS LYING THEREUNDER.
SEE INSTRUMENT RECORDED IN INSTRUMENT NO. 20150700831.
(NO PLOTTABLE EASEMENTS OR LEASE AREAS)
13. MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN PLAT BOOK 16,
PAGE 15.
(DOES NOT CONTAIN ANY EASEMENTS OR LEASE AREAS)
14. MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN PLAT BOOK 17,
PAGE 23. (DOES NOT CONTAIN ANY EASEMENTS OR LEASE AREAS)
15. MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN INSTRUMENT
NO. 20150234091. (REFERENCED ON SURVEY)
SCHEDULE B EXCEPTIONS
ITEMS 1 THRU 5, 9, 10, AND 12 THRU 14 OF THE CLIENT PROVIDED TITLE
REPORT DO NOT CONTAIN GRAPHICALLY PLOTTABLE EASEMENTS,
SETBACKS, RESTRICTIONS OR OTHER ENCUMBRANCES. THE SURVEYOR
CANNOT GUARANTEE THAT NON-PLOTTABLE ENCUMBRANCES DO NOT
EXIST THAT MAY AFFECT THE SUBJECT LEASED PREMISES.
1
08/23/21
TITLE REVIEW/ ADD. TOPO
2
11/16/21
FINAL
CURVE TABLE
CURVE
C1
C2
LENGTH
18.83
18.86
RADIUS
12.00
12.00
DELTA
89°55'22"
90°02'24"
CHORD BRG.
S45° 02' 19"E
S45° 05' 50"E
CHORD LENGTH
16.96
16.98
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
19.97
82.29
27.45
2.50
18.00
40.00
18.00
40.00
6.00
39.42
9.68
34.87
223.30
41.56
38.24
BEARING
N90° 00' 00"W
N0° 00' 00"E
N90° 00' 00"E
N0° 00' 00"E
N90° 00' 00"W
N0° 00' 00"E
N90° 00' 00"E
S0° 00' 00"E
N90° 00' 00"W
N0° 00' 00"E
N11° 07' 33"W
N0° 00' 00"E
N90° 00' 00"W
N55° 01' 24"W
N86° 39' 35"E
LINE TABLE
LINE
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
LENGTH
46.15
12.88
280.82
22.45
54.20
6.61
2.50
21.38
40.58
548.48
13.26
18.00
40.00
18.00
40.00
BEARING
N90° 00' 00"E
S0° 04' 38"E
N89° 49' 33"E
N89° 49' 33"E
N0° 00' 00"E
N90° 00' 00"E
S0° 00' 00"E
N90° 00' 00"E
N0° 00' 00"E
N0° 28' 25"W
N90° 00' 00"W
N90° 00' 00"W
N0° 00' 00"E
N90° 00' 00"E
S0° 00' 00"E
3
03/11/22
REVISION
4
04/12/22
REVISION
PROPOSED TOWER
CENTER OF GEODETIC COORDINATES
LAT.= 33° 16' 33.626" NORTH
33.276007 NORTH
LON.= 111° 47' 33.493" WEST
111.792637 WEST
ELEV. @ GROUND =1249'
H
Y
D
WV
WV
ICV
ICV
ICV
TV
FC
CB
D
1250.6 TBC
1250.1 TBC
1249.8 TBC
1249.0 TBC
1249.4 TBC
1249.8 TBC
1248.5 EP
1249.0 CMU
1250.8 SW
1250.6 SW
1259.5 OH
1259.1 OH
1249.0 CS
1249.1 TOP
1249.3 TOP
1249.1 TOP
1248.7 TOE
1247.5 TOE
1247.8 TOE
1249.1 CS
1283.2 BLDG
(E) PARKING OVERHEAD (TYP.)
CONCRETE
ASPHALT
PARKING LOT
APN: 303-31-370
ZONING: PAD
APN: 303-31-347
ZONING: PAD
APN: 303-31-346
ZONING: PAD
1248.9 CS
1248.9 NG
1248.6 EP
1248.4 EP
1249.2 TBC
1250.2 TBC
1250.4 SW
1250.4 SW
(E) GATE
(E) GATE
1249
1248
1249
1248
1249
1249
1250
1250
1250
1250
L19
L20
L21
L22
L23
L24
L26
L27
L28
L29
L30
(P) 12' ACCESS
EASEMENT 2
P.O.B. (P) 5' UTILITY
EASEMENT 2
P.O.B.
(P) LEASE AREA 2
L20
(P) 5' UTILITY
EASEMENT 2
(P) LEASE
AREA 2
MONUMENT LINE
BRASS CAP IN HANDHOLE (BCHH)
FIRE HYDRANT
WATER VALVE
STORM MANHOLE
IRRIGATION CONTROL VALVE
SIGN
RIGHT-OF-WAY LINE
TELEPHONE PEDESTAL
ELECTRICAL PULL BOX
BRASS CAP FLUSH (BCFL)
PROPERTY LINE
EASEMENT LINE
DECIDUOUS TREE
E
ICV
LIGHT POST
H
Y
D
WV
D
LEGEND
FIBER CABINET
FC
HANDICAP
SANITARY SEWER CLEANOUT
CATCH BASIN
CB
TELEVISION RISER
TV
P.U.E. PUBLIC UTILITY EASEMENT
S.W.E. SIDEWALK EASEMENT
EC
ELECTRICAL CABINET
POINT OF BEGINNING
POINT OF COMMENCEMENT
POB
POC
PROJECT AREA
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44007
RYAN L.
FIDLER
.
A
.
.
U
,
A
N
S
Z
I
A
R
O
0
07/16/20
PRELIMINARY
SHEET NO.
REVISION:
REVISIONS
PROJECT No.
SITE NAME:
SITE ADDRESS:
SHEET TITLE:
FIELD BY:
DRAWN BY:
CHECKED BY:
NO.
DATE
DESCRIPTION
REUSE OF DOCUMENT
THE IDEAS & DESIGN INCORPORATED HEREON, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE
USED FOR ANY OTHER PROJECT WITHOUT WRITTEN
AUTHORIZATION OF RLF CONSULTING, LLC.
JMM
GAC
RLF
4
15006177
PH69342A - CROWN JEWEL (831830)
2055 S STEARMAN DR
CHANDLER, AZ 85286
TOPOGRAPHIC SURVEY
LS-2
jsultzbach@com-serv.com
jsultzbach@com-serv.com
NORTH
GERMANN RD
DOUGLAS DR
STEARMAN DR
GILBERT RD
1
08/23/21
TITLE REVIEW/ ADD. TOPO
2
11/16/21
FINAL
CURVE TABLE
CURVE
C1
C2
LENGTH
18.83
18.86
RADIUS
12.00
12.00
DELTA
89°55'22"
90°02'24"
CHORD BRG.
S45° 02' 19"E
S45° 05' 50"E
CHORD LENGTH
16.96
16.98
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
19.97
82.29
27.45
2.50
18.00
40.00
18.00
40.00
6.00
39.42
9.68
34.87
223.30
41.56
38.24
BEARING
N90° 00' 00"W
N0° 00' 00"E
N90° 00' 00"E
N0° 00' 00"E
N90° 00' 00"W
N0° 00' 00"E
N90° 00' 00"E
S0° 00' 00"E
N90° 00' 00"W
N0° 00' 00"E
N11° 07' 33"W
N0° 00' 00"E
N90° 00' 00"W
N55° 01' 24"W
N86° 39' 35"E
LINE TABLE
LINE
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
LENGTH
46.15
12.88
280.82
22.45
54.20
6.61
2.50
21.38
40.58
548.48
13.26
18.00
40.00
18.00
40.00
BEARING
N90° 00' 00"E
S0° 04' 38"E
N89° 49' 33"E
N89° 49' 33"E
N0° 00' 00"E
N90° 00' 00"E
S0° 00' 00"E
N90° 00' 00"E
N0° 00' 00"E
N0° 28' 25"W
N90° 00' 00"W
N90° 00' 00"W
N0° 00' 00"E
N90° 00' 00"E
S0° 00' 00"E
3
03/11/22
REVISION
4
04/12/22
REVISION
R
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44007
RYAN L.
FIDLER
.
A
.
.
U
,
A
N
S
Z
I
A
R
O
0
07/16/20
PRELIMINARY
SHEET NO.
REVISION:
REVISIONS
PROJECT No.
SITE NAME:
SITE ADDRESS:
SHEET TITLE:
FIELD BY:
DRAWN BY:
CHECKED BY:
NO.
DATE
DESCRIPTION
REUSE OF DOCUMENT
THE IDEAS & DESIGN INCORPORATED HEREON, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE
USED FOR ANY OTHER PROJECT WITHOUT WRITTEN
AUTHORIZATION OF RLF CONSULTING, LLC.
JMM
GAC
RLF
4
15006177
PH69342A - CROWN JEWEL (831830)
2055 S STEARMAN DR
CHANDLER, AZ 85286
LEGAL DESCRIPTIONS
LS-3
jsultzbach@com-serv.com
jsultzbach@com-serv.com
1
08/23/21
TITLE REVIEW/ ADD. TOPO
2
11/16/21
FINAL
PROPERTY LOCATED IN MARICOPA COUNTY, ARIZONA
A STRIP OF LAND 12.00 FEET IN WIDTH BEING A PORTION OF LOT 1, OF CROWN
CASTLE, ACCORDING TO THE PLAT OF RECORD IN THE OFFICE OF THE COUNTY
RECORDER OF MARICOPA COUNTY, RECORDED IN BOOK 1224 OF MAPS, PAGE 36.
AND BEING THE SAME PROPERTY CONVEYED TO CROWN CASTLE USA INC., A
PENNSYLVANIA CORPORATION FROM MDB CC CHANDLER, LLC, AND ARIZONA
LIMITED LIABILITY COMPANY BY SPECIAL WARRANTY DEED DATED SEPTEMBER 29,
2015 AND RECORDED SEPTEMBER 29, 2015 IN INSTRUMENT NO. 20150700831.
A 12.00 FOOT STRIP OF LAND LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTERLINE:
COMMENCING AT A BRASS CAP MARKING THE INTERSECTION OF SOUTH STEARMAN
DRIVE AND SOUTH DOUGLAS DRIVE; THENCE NORTH 86°39'35" EAST, 38.24 FEET TO
A POINT ON THE WEST LINE OF SAID LOT 1 AND THE POINT OF BEGINNING;
THENCE NORTH 90°00'00" EAST, 46.15 FEET TO THE BEGINNING OF A CURVE TO THE
RIGHT;
THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 12.00 FEET,
THROUGH A CENTRAL ANGLE OF 89°55'22", AN ARC LENGTH OF 18.83 FEET; THENCE
SOUTH 00°04'38" EAST, 12.88 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 12.00 FEET,
THROUGH A CENTRAL ANGLE OF 90°02'24", AN ARC LENGTH OF 18.86 FEET; THENCE
NORTH 89°49'33" EAST, 280.82 FEET TO A POINT HEREINAFTER REFERRED TO AS
POINT "A"; THENCE CONTINUING NORTH 89°49'33" EAST, 22.45 FEET TO THE POINT
OF TERMINUS;
TOGETHER WITH, A 12.00 FOOT WIDE STRIP OF LAND, LYING 6.00 FEET ON EACH
SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
BEGINNING AT THE ABOVE DESCRIBED POINT "A"; THENCE NORTH 00°00'00" EAST,
54.20 FEET TO THE POINT OF TERMINUS.
ALL LINES ARE TO BE EXTENDED OR SHORTENED TO FORM ONE CONTIGUOUS
PARCEL.
PROPOSED 12' ACCESS EASEMENT 2
PROPERTY LOCATED IN MARICOPA COUNTY, ARIZONA
A STRIP OF LAND 5.00 FEET IN WIDTH BEING A PORTION OF LOT 1, OF CROWN
CASTLE, ACCORDING TO THE PLAT OF RECORD IN THE OFFICE OF THE COUNTY
RECORDER OF MARICOPA COUNTY, RECORDED IN BOOK 1224 OF MAPS, PAGE 36.
AND BEING THE SAME PROPERTY CONVEYED TO CROWN CASTLE USA INC., A
PENNSYLVANIA CORPORATION FROM MDB CC CHANDLER, LLC, AND ARIZONA
LIMITED LIABILITY COMPANY BY SPECIAL WARRANTY DEED DATED SEPTEMBER 29,
2015 AND RECORDED SEPTEMBER 29, 2015 IN INSTRUMENT NO. 20150700831.
A 5.00 FOOT STRIP OF LAND LYING 2.50 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTERLINE:
COMMENCING AT A BRASS CAP MARKING THE INTERSECTION OF SOUTH STEARMAN
DRIVE AND SOUTH DOUGLAS DRIVE; THENCE NORTH 86°39'35" EAST, 38.24 FEET TO
A POINT ON THE WEST LINE OF SAID LOT 1 AND THE POINT OF BEGINNING;
THENCE NORTH 90°00'00" EAST, 46.15 FEET TO THE BEGINNING OF A CURVE TO THE
RIGHT;
THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 12.00 FEET,
THROUGH A CENTRAL ANGLE OF 89°55'22", AN ARC LENGTH OF 18.83 FEET; THENCE
SOUTH 00°04'38" EAST, 12.88 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE SOUTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 12.00 FEET,
THROUGH A CENTRAL ANGLE OF 90°02'24", AN ARC LENGTH OF 18.86 FEET; THENCE
NORTH 89°49'33" EAST, 280.82 FEET; THENCE NORTH 00°00'00" EAST, 54.20 FEET;
THENCE NORTH 90°00'00" EAST, 6.61 FEET; THENCE SOUTH 00°00'00" EAST, 2.50
FEET TO THE POINT OF BEGINNING;
THENCE THENCE NORTH 90°00'00" EAST, 21.38 FEET; THENCE NORTH 00°00'00" EAST,
40.58 FEET TO THE POINT OF TERMINUS.
ALL LINES ARE TO BE EXTENDED OR SHORTENED TO FORM ONE CONTIGUOUS
PARCEL.
PROPOSED 5' UTILITY EASEMENT 2
PROPERTY LOCATED IN MARICOPA COUNTY, ARIZONA
BEING A PORTION OF LOT 1, OF CROWN CASTLE, ACCORDING TO THE PLAT OF
RECORD IN THE OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNTY,
RECORDED IN BOOK 1224 OF MAPS, PAGE 36.
AND BEING THE SAME PROPERTY CONVEYED TO CROWN CASTLE USA INC., A
PENNSYLVANIA CORPORATION FROM MDB CC CHANDLER, LLC, AND ARIZONA
LIMITED LIABILITY COMPANY BY SPECIAL WARRANTY DEED DATED SEPTEMBER 29,
2015 AND RECORDED SEPTEMBER 29, 2015 IN INSTRUMENT NO. 20150700831, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 1, THENCE ALONG THE
EAST LINE OF SAID LOT 1 NORTH 00°28'25" WEST, 548.48 FEET; THENCE DEPARTING
SAID EAST LINE NORTH 90°00'00" WEST, 13.26 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 90°00'00" WEST, 18.00 FEET; THENCE NORTH 00°00'00" EAST, 40.00
FEET; THENCE NORTH 90°00'00" EAST, 18.00 FEET; THENCE SOUTH 00°00'00" EAST,
40.00 FEET TO THE POINT OF BEGINNING.
PROPOSED LEASE AREA 2
3
03/11/22
REVISION
4
04/12/22
REVISION
PH69342A
CROWN JEWEL
(831830)
RFDS VER 1 DATED 8/24/2021 AT 3:8:58 PM
H
Y
D
ICV
ICV
ICV
TV
D
WM
H
Y
D
ICV
ICV
ICV
E
ET
H
Y
D
S
S
OVERALL SITE PLAN
Z-1
OVERALL SITE PLAN
1
N
SCALE:
1" = 60'
EXISTING
BUILDING
EXISTING
GRASS
FIELD
EXISTING
ASPHALT
PARKNG
APN: 303-31-347
ZONING: PAD
APN: 303-31-346
ZONING: PAD
APN: 303-31-371
ZONING: PAD
E. GERMANN RD.
S. STEARNMAN DR.
PH69342A
CROWN JEWEL
(831830)
RFDS VER 1 DATED 8/24/2021 AT 3:8:58 PM
H
Y
D
ICV
ICV
ICV
TV
SITE PLAN
Z-2
SITE PLAN
1
SCALE:
3/8" = 1'-0"
N
EXISTING
CANOPY
EXISTING
ASPHALT
DRIVE
EXISTING
ASPHALT
PARKING
EXISTING
DIRT PATH
EXISTING
TRASH
ENCLOSURE
EXISTING
GRAVEL
LANDSCAPE
EXISTING
ASPHALT
DRIVE
EXISTING
ASPHALT
DRIVE
PH69342A
CROWN JEWEL
(831830)
RFDS VER 1 DATED 8/24/2021 AT 3:8:58 PM
ENLARGED DIMENSION
AND ANTENNA PLAN
Z-3
2
SCALE:
3/4" = 1'-0"
ENLARGED DIMENSION PLAN
ENLARGED ANTENNA PLAN
1
SCALE:
1/4" = 1'-0"
4
SCALE:
N.T.S.
NOT USED
N
N
0°
AZIMUTH
120°
AZIMUTH
240°
AZIMUTH
FUTURE CARRIER
LEASE SPACE
FUTURE CARRIER
LEASE SPACE
PH69342A
CROWN JEWEL
(831830)
RFDS VER 1 DATED 8/24/2021 AT 3:8:58 PM
ELEVATIONS
Z-4
1
SOUTH ELEVATION
WEST ELEVATION
2
SCALE:
3/16" = 1'-0"
SCALE:
3/16" = 1'-0"
PH69342A
CROWN JEWEL
(831830)
RFDS VER 1 DATED 8/24/2021 AT 3:8:58 PM
ELEVATIONS
Z-5
1
NORTH ELEVATION
EAST ELEVATION
2
SCALE:
3/16" = 1'-0"
SCALE:
3/16" = 1'-0"