Extracted text (via ocr_local)
57543 characters
DEDICATION
BASIS OF BEARING: LAND SURVEY CERTIFICATION:
STATE OF ARIZONA = § BASIS OF BEARING IS $89°39'49"E ALONG THE SOUTH LINE OF THE SOUTHWEST
QUARTER OF SECTION 13, TOWNSHIP 2 NORTH, RANGE 2 WEST OF THE GILA AND SALT
THIS IS TO CERTIFY THAT THE SURVEY AND SUBDIVISION OF THE PREMISES
DESCRIBED AND PLATTED HEREON WERE MADE UNDER MY DIRECTION DURING THE BETHANY HOME ROAD
COUNTY OF MARICOPA = § RIVER MERIDIAN, MARICOPA, ARIZONA, BETWEEN THE MONUMENTS AS SHOWN MONTH OF AUGUST, 2023; THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN:
HEREON. THAT THE MONUMENTS SHOWN ACTUALLY EXIST OR SILL BE SET AS SHOWN; THAT
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THEIR POSITIONS ARE CORRECTLY SHOWN: AND THAT SAID MONUMENTS ARE |
TILITIES: .
THAT, QTS GLANDALE |, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS OWNER, HAS SUBDIVIDED UNDER THE NAME "QTS GLENDALE" MTIEITIES: SUFFICIENT 2 PARLE THE SURVEY TO BE BETRACED
SECTION 14, TOWNSHIP 2 NORTH, RANGE 2 WEST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN ON THIS WATER AND SEWER EPCOR WATER ARIZONA, INC. LIA
FINAL PLAT. THIS PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF THE LOTS, STREETS, AND EASEMENTS CONSTITUTING TELEPHONE CENTURYLINK ’ 2 | y
THE SUBDIVISION. EACH LOT, STREET AND EASEMENT SHALL BE KNOWN BY THE NUMBER, LETTER, NAME, OR DESCRIPTION GIVEN EACH ELECTRICITY ARIZONA PUBLIC SERVICE 7 3
RESPECTIVELY IN THIS PLAT. CABLE TV COX COMMUNICATIONS REGISTERED LAND SURVEYOR #35316 DATE ; . : ;
GAS SOUTHWEST GAS CORPORATION Ge 041812024
QTS GLENDALE |, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS OWNER, HEREBY GRANTS THE FIRE LANE, ACCESS AND UTILITY Lanes
EASEMENTS AS SHOWN HEREON.
IN WITNESS WHEREOF, QTS GLENDALE |, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS OWNER, HAS HEREUNTO CAUSED ITS NAME TO |
AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THEREUNTO DULY AUTHORIZED ZONING: |
CAMELBACK ROAD
THIS DAY OF 20 PROPERTY IS ZONED PAD (PLANNED AREA DEVELOPMENT) ZONING CASE ZON20-06.
TABLE 1
QTS GLENDALE |, LLC A DELAWARE LIMITED LIABILITY COMPANY M-2 DEVELOPMENT STANDARDS VICINITY MAP
MAX. STRUCTURE HEIGHT (FEET): 100
MIN. SIDE SETBACK (FEET): 0, 60 FEET EXCEPT WHERE ADJACENT TO RESIDENTIAL
BY: ZONING DISTRICT, IF A SIDE YARD IS OTHERWISE PROVIDED IT SHALL HAVE A WIDTH
OF NOT LESS THAN 10 FEET.
MIN. STREET SIDE SETBACK (FEET): 10-20
TITLE: MIN, REAR SETBACK (FEET): 15, 8-15 FEET EXCEPT 25 FEET TO ADJACENT
RESIDENTIALZONING
MIN. LOT AREA (SQ. FT.): 6,000 — --— --— ADJACENT PROPERTY LINE
TABLE 1 INCLUDES FURTHER DEFINITION OF HEIGHT AND SETBACK VARIATIONS AS TEEN EASEMENT LINE
DEFINED WITHIN THE ZONING DOCUMENT. —--—--— BUILDING LINE
—_—_- —_— - CENTERLINE OF ROAD
DEVELOPMENT ASSURANCES:
| HEREBY ACKNOWLEDGE THAT ENGINEERING PLANS FOR PUBLIC
IMPROVEMENTS ASSOCIATED WITH THIS SUBDIVISION HAVE BEEN APPROVED
AND THAT ALL NECESSARY ASSURANCES FOR THESE IMPROVEMENTS HAVE
BEEN RECEIVED IN A FORM ACCEPTABLE TO THE CITY.
LINE TYPE LEGEND
BOUNDARY LINE
ACKNOWLEDGEMENT
STATE OF ARIZONA §
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
APN: 502-27-006D, 502-27-011A BY: ZONE "AE" LIMIT
COUNTY OF MARICOPA § CITY ENGINEER (OR DESIGNATED REPRESENTATIVE) — DATE LEGEND
CITY OF GLENDALE, ARIZONA
IRSC 5/8" IRON ROD W/ "KHA" CAP SET
THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON ; SITE DATA: M.C.R. MARICOPA COUNTY RECORDS
(DATE) O PROPERTY CORNER SYMBOL
BY: LOT TABLE BY:
LOTNO. | ACRES | SQ.FT. DEPUTY DEVELOPMENT SERVICES DIRECTOR DATE
ON BEHALF OF LOT 1 37.416 1,629,833
Lot2 | 19.320 | 841,573 SHEET16 = SHEET 15 SHEET 14
SIGNATURE OF NOTARY PUBLIC Lots | 16801 | 731,848 APPROVALS:
LoT4 | 16.813 | 732,373 APPROVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF GLENDALE, ARIZONA
TITLE OR RANK tors | 16805 | 732,697 SHEET 11 SHEET 12 SHEET 13
THIS DAY OF , 2024
LOT 6 16.837 733,422 —
MY COMMISSION EXPIRES:
LOT 7 16.849 733,947
LOT8 | 16.861 | 734,471 SHEET 10 SHEET 9 SHEET 8
BY:
LOT 9 16.873 734,996
FLOOD ZONE DESIGNATION MAYOR DATE
LOT 10 26.093 1,136,591
THE SUBJECT PROPERTY LIES WITHIN SHADED ZONE "X" WITH A DEFINITION OF: vorai | oasis | 1007 608
0.2-PERCENT-ANNUAL-CHANCE FLOODPLAIN, AREAS OF 1-PERCENT-ANNUAL CHANCE (BASE FLOOD) SHEET FLOW ue SHEET 5 SHEET 6 SHEET 7
FLOODING WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT, AREAS OF BASE FLOOD STREAM FLOODING WITH A LoT12 | 23.137 | 1,007,842 BY.
CONTRIBUTING DRAINAGE AREA OF LESS THAN 1 SQUARE MILE, OR AREAS PROTECTED FROM THE BASE FLOOD
BY LEVEES. NO BFES OR DEPTHS ARE SHOWN IN THIS ZONE, AND INSURANCE PURCHASE IS NOT REQUIRED. LOT 13 | 16.339 | 711,708 CITY CLERK DATE
DESIGNATION DETERMINED BY FEMA ZONE MAPS 04013C1665L & 040131670L, PANEL NUMBERS 1665 & 1670 OF Lor 14 | 23.015 | 1,002,533
4425, EFFECTIVE DATE OCTOBER 16, 2013, MAPS REVISED BY FEMA LETTER OF MAP REVISION CASE NO. SHEET 4 SHEET 3 SHEET 2
19-09-1186P EFFECTIVE DATE JUNE 26, 2020. LOT15 | 16.362 | 712,712
LOT 16 28.256 1,230,817
A PORTION OF THE SUBJECT PROPERTY LIES WITHIN ZONE "AE" WITH A DEFINITION OF: elo 406
4-PERCENT-ANNUAL-CHANCE FLOODPLAINS THAT ARE DETERMINED FOR THE FIS BY DETAILED METHODS OF LOT 17 | 42.497 | 1,849.
ANALYSIS. IN MOST INSTANCES, BFES DERIVED FROM THE DETAILED HYDRAULIC ANALYSES ARE SHOWN AT OVERALL | 374.768 | 16,324,875
SELECTED INTERVALS IN THIS ZONE. MANDATORY FLOOD INSURANCE PURCHASE REQUIREMENTS APPLY. AE
ZONES ARE AREAS OF INUNDATION BY THE 1-PERCENT-ANNUAL-CHANCE FLOOD, INCLUDING AREAS WITH THE
2-PERCENT WAS RUNUP, ELEVATION LESS THAN 3.0 FEET ABOVE THE GROUND, AND AREAS WITH WAVE HEIGHTS
LESS THAN 3.0 FEET. THESE AREAS ARE SUBDIVIDED INTO ELEVATION ZONES WITH BFES ASSIGNED. THE AE
ZONE WILL GENERALLY EXTEND INLAND TO THE LIMIT IF THE 1-PERCENT-ANNUAL-CHANCE STILLWATER FLOOD
LEVEL (SWEL). DESIGNATION DETERMINED BY FEMA FLOOD ZONE MAPS 04013C1665L & 04013C1670L, PANEL NOTES:
NUMBERS 1665 & 1670 OF 4425, EFFECTIVE DATE OCTOBER 16, 2013. MAPS REVISED BY FEMA LETTER OF MAP =—
REVISION CASE NO. 19-09-1186P EFFECTIVE DATE JUNE 26, 2020. 1. THIS SUBDIVISION IS LOCATED WITHIN THE CERTIFICATED SERVICE AREA OF EPCOR FINAL PLAT FOR
WATER ARIZONA, INC. "QTS GLENDALE"
2. ALL NEW UTILITIES AND ALL EXISTING UTILITIES, EXCEPT ELECTRICAL TRANSMISSION
LINES CARRY 69 KV OR MORE, WITHIN OR CONTIGUOUS TO THIS SITE, SHALL BE PLACED APORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
3. EXCEPT FOR CONSTRUCTION AND IMPROVEMENTS BY GOVERNMENTAL ENTITIES AND MARICOPA COUNTY, ARIZONA
CERTIFIED PUBLIC UTILITIES, CONSTRUCTION AND IMPROVEMTNS WITHIN EASEMENTS
SHALL BE LIMITED TO ONLY THE FOLLOWING: s
a. WOOD, WIRE, OR REMOVABLE SECTION TYPE FENCING. »)
b. CONSTRUCTION, STRUCTURES OR BUILDINGS EXPRESSLY APPROVED IN WRITING BY ALL
PUBLIC UTILITIES AND THE CITY OF GLENDALE WHICH USE OR SHALL USE THE UTLITY
EASEMENT. 7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
. Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
4. ALLLANDSCAPE TRACTS AND LANDSCAPE WITHIN ARTERIAL AND COLLECTOR STREETS Scale Drawn by | Checkedby | Date Projecto. | Sheet No.
DEDICATED BY THIS PLAT SHALL BE MAINTAINED BY THE PROPERTY OWNERS’ NIA JCC CWH JAN. 2024 | 063934132 1OF 17
ASSOCIATION.
OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
5. FIRE DEPARTMENT ACCESS AND WATER SUPPLY REQUIREMENTS SHALL BE IN PLACE
PRIOR TO THE START OF VERTICAL CONSTRUCTION.
6. THE MAINTENANCE OF THE CHANNELS ALONG THE WEST SIDE AND SOUTH SIDE OF THE APPLICANT:
DEVELOPMENT SHALL BE MAINTAINED BY THE PROPERTY OWNERS' ASSOCIATION. panley Hom & Associates: Ine.
McKinney, TX 75069
7. BETHANY HOME RIGHT OF WAY WILL BE DEDICATED TO MARICOPA COUNTY BY Pre (e07) 717-7881
SEPARATE INSTRUMENT.
SEE SHEET 17 FOR LINE AND CURVE TABLES.
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 3
MATCH LINE SHEET 7
LOT 17
42.457 ACRES
1,849,426 SQ. FT.
ZONE "X"
ZONE "AE"
20' TEMPORARY
CONSTRUCTION EASEMENT
2021-1323885, M.C.R.
APPROXIMATE
LIMITS OF ZONE
"AE"
23' SEWER &
ACCESS EASEMENT
2021-1323886, M.C.R.
CAMELBACK ROAD
EXISTING VARIABLE WIDTH R.O.W.
DOC.NO._ - MCR.
ELEC AND GAS ESMT
BOOK 28, PG. 452, M.C.R.
(UNDEFINED WIDTH)
VIAWEST C&C NEWCO LLC
APN: 50231-002J
8' PUBLIC UTILITY
EASEMENT
Doc. -
M.C.R.
100' DRAINAGE EASEMENT
2024-0181209, M.C.R.
8' PUBLIC UTILITY
EASEMENT
Doc. -
M.C.R.
UNOBSTRUCTED
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COMMON CORNER
SECTION 13 & 14, T2N, R2W
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IN HAND HOLE, STAMPED
13, 14, 23, 24, DOWN 0.3'
7
worn
GRAPHIC SCALE IN FEET
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1" = 60' @ 24X36
SHEET 16 SHEET 15 SHEET 14
SHIEET 11 SHEET 12 SHEET 13
SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 3
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»Hor
7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 2 OF 17
OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 4
MATCH LINE SHEET 6
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$89°34'00"E 2635.39' ~~ ~ ~ ~~ —~ 7 a
ELEC AND GAS ESMT
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(UNDEFINED WIDTH)
|
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NBA ENTERPRISES LP/ JOHOKAM ACRES LP | VIAWEST C&C NEWCO LLC
APN: 502-31-001C APN: 50231-002J
20' UTILITY
EASEMENT
MATCH LINE SHEET 2
60
7
worn
GRAPHIC SCALE IN FEET
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120
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SHEET 16 SHEET 15 SHEET 14
SHIEET 11 SHEET 12 SHEET 13
SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 2
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»Hor
7740 N. 16th Street, Suite 300
Phoenix, Arizona 85020
FIRM # 10194503
Tel. No. (602)-944-5500
www.kimley-horn.com
QTS Glendale I, LLC
12851 Foster Street,
Ph:
Contact:
APPLICANT:
McKinney, TX 75069
Ph: (817)-717-7581
SURVEYOR:
Phoenix, AZ 85020.
Ph: (602)-837-5511
Overland Park, KS 66213
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
Contact: Jake Torpey, P.E.
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Contact: Chad W. Huber, RLS
~, 04/15/2024
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 3 OF 17
OWNER:
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
SOUTHWEST CORNER
SECTION 14, T2N, R2W
FOUND 3" MCDOT
BRASS CAP IN HAND HOLE
DOWN 0.7'
MATCH LINE SHEET 5
ABEL RANCH PHASE 1
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M.C.R.
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BOOK 28, PG. 452, M.C.R. EASEMENT
(UNDEFINED WIDTH) BOOK 8868, PAGE 290, MWD LICENSE
M.C.R. DOC. 2010-0761236, M.C.R.
SOUTH QUARTER CORNER
SECTION 14, T2N, R2W
FOUND 2" MARICOPA COUNTY
ALUMINUM CAP, STAMPED
T2N, R2W, $14, 1/4, S23
29891, DATED 2003, DOWN 0.4'
MATCH LINE SHEET 3
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worn
GRAPHIC SCALE IN FEET
60, 0 30 60 120
1" = 60' @ 24X36
SHEET 16 SHEET 15 SHEET 14
SHIEET 11 SHEET 12 SHEET 13
SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 3 SHEET 2
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»Hor
7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 4 OF 17
OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
04/15/2024 7
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 10
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
' 7
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BOOK 1637, PAGE 10, M.C.R. | g 2 |
(NOT A PART) | N89°34'00"W_ 975.77' _
—— _- _- _- - — (92575
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ow O
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| 30' FIRE LANE,
ACCESS AND a
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| 8 S |
S | % LOT 2 3 3 7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
5 | 8 Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
Is | B 19.320 ACRES = = = oN
SF Ww 841.573 SQ FT iS} 8 Scale rawn by Checked by Date roject No. Sheet No.
| 8 , . . g & 1"=60' JCC CWH JAN. 2024 063934132 5 OF 17
| x 77) (7)
3 OWNER:
| | QTS Glendale |, LLC
| | 12851 Foster Street,
| Overland Park, KS 66213
Ph:
| Contact:
| APPLICANT:
| Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
| | McKinney, TX 75069
| Ph: (817)-717-7581
— Contact: Jake Torpey, P.E. 04/15/2024
SURVEYOR: Y
MATCH LINE SHEET 4 ne ene
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
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19.320 ACRES a iS 1" =60' JCC CWH JAN. 2024 063934132 6 OF 17
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+ OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
| APPLICANT:
Kimley-Horn & Associates, Inc.
| 260 East Davis Street, Suite 100
McKinney, TX 75069
‘ Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
MATCH LINE SHEET 3 SURVEVOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 6
MATCH LINE SHEET 8
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EXISTING VARIABLE WIDTH R.O.W.
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BOOK 24, PAGE 41,
M.C.R.
- M.C.R.
DOC.
$0°20'44"W 2650.02'
MATCH LINE SHEET 2
7
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GRAPHIC SCALE IN FEET
60, 0 30 60 120
1" = 60' @ 24X36
SHEET 16 SHEET 15 SHEET 14
SHIEET 11 SHEET 12 SHEET 13
SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 3 SHEET 2
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»» Hor
7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 7 OF 17
OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 9
MATCH LINE SHEET 13
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
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ACCESS AND van
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+ %, ‘ j | | 260 East Davis Street, Suite 100
_— — McKinney, TX 75069
Ph: (e17).717-7581
MATCH LINE SHEET 7 soneven
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
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SHIEET 11 SHEET 12 SHEET 13
SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 3 SHEET 2
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»» Hor
7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 9 OF 17
OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
WEST QUARTER CORNER
SECTION 14, T2N, R2W
FOUND 3" MCDOT
BRASS CAP IN HAND HOLE
DOWN 0.4'
MATCH LINE SHEET 11
_ _$89°39'36"E_5274.66'
ALLEN RANCHES
PARCEL H
BOOK 1702, PAGE 03, M.C.R.
(NOT A PART)
ALLEN RANCHES
PARCEL F
BOOK 1637, PAGE 12, M.C.R.
(NOT A PART)
N0°17'05"E_5169.20'
MATCH LINE SHEET 9
7
worn
GRAPHIC SCALE IN FEET
60, 0 30 60 120
1" = 60' @ 24X36
SHEET 16 SHEET 15 SHEET 14
SHIEET 11 SHEET 12 SHEET 13
SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 3 SHEET 2
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»» Hor
7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
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APPLICANT:
MATCH LINE SHEET 5
SURVEYOR:
Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 10 OF 17
OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 16
ALLEN RANCHES
PARCEL |
BOOK 1702, PAGE 20, M.C.R.
(NOT A PART)
NO°17'05"E_5169.20'
ALLEN RANCHES
PARCEL H
BOOK 1702, PAGE 03, M.C.R.
(NOT A PART)
MATCH LINE SHEET 12
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SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 3 SHEET 2
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»» Hor
7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com |
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 11 OF 17
OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 15
MATCH LINE SHEET 11
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
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UTILITY EASEMENT Scale Drawn by Checked by Date Project No. Sheet No.
2 ® 15.0 | 1" = 60" JCC CWH JAN. 2024 }| 063934132 12 OF 17
g 8 S b-—15.0'
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MATCH LINE SHEET 9 sunvevor:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 12
MATCH LINE SHEET 14
LOT 13
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NO0°26'00"E _360.00'
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BOOK 24, PAGE 41,
33' ROADWAY
M.C.R.
S0°20'05"W 1777.24'
__,MCGR.
EXISTING VARIABLE WIDTH R.O.W.
DOC. -
BOOK 24, PAGE 41,
33' ROADWAY
M.C.R.
7
worn
GRAPHIC SCALE IN FEET
60, 0 30 60 120
1" = 60' @ 24X36
SHEET 16 SHEET 15 SHEET 14
SHIEET 11 SHEET 12 SHEET 13
SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 3 SHEET 2
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
MATCH LINE SHEET 8
Kimley
7740 N. 16th Street, Suite 300
» Hor
Tel. No. (602)-944-5500
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 13 OF 17
OWNER:
HUBER, CHAD 4/15/2024 8:25 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 15
20' MWD LATERAL
BOOK 24, PAGE 3
M.C.R.
UNSUBDIVIDED
20' MWD LATERAL
BOOK 24, PAGE 3
M.C.R.
N89°44'22"W_ 2638.72" _
BETHANY HOME ROAD
55' MCDOT
[ ROW.
65' MCDOT _
R.O.W.
33' ROADWAY
BOOK 24, PAGE 41,
M.C.R.
$89°34'00"E 1068.77'
8' PUBLIC UTILITY
EASEMENT
DEDICATED HEREON
30' FIRE LANE,
ACCESS AND
UTILITY EASEMENT
$89°34'00"E 975.77'
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1110, M.C.R.
24' EPCOR
WATER ESMT
COTTON LANE
EXISTING VARIABLE WIDTH R.O.W. — T_
S0°20'05"W 1777.24'
,M.C.R.
DOC.
| COMMON CORNER
SECTION 13 & 14, T2N, R2W
FOUND 3" MCDOT BRASS
CAP
IN HAND HOLE, STAMPED
T2N, R2W, 11, 12 13, 14,
RLS 33310, DATED 2015,
DOWN 0.5'
UNOBSTRUCTED
VIEW ESMT
20' MWD LATERAL 12
ROW
| DOC. - ,M.C.R.
MATCH LINE SHEET 13
60
7
worn
GRAPHIC SCALE IN FEET
0 30 60
120
1" = 60' @ 24X36
SHEET 16 SHEET 15 SHEET 14
SHIEET 11 SHEET 12 SHEET 13
SHEET 10 SHEET 9 SHEET 8
SHEET 5 SHEET 6 SHEET 7
SHEET 4 SHEET 3 SHEET 2
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Phoenix, Arizona 85020
Kimley»Hor
7740 N. 16th Street, Suite 300
FIRM # 10194503
Tel. No. (602)-944-5500
www.kimley-horn.com
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 14 OF 17
OWNER:
HUBER, CHAD 4/15/2024 8:26 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
MATCH LINE SHEET 16
im
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TARA ESTATES z UNSUBDIVIDED
BOOK 750, PAGE 07 =
(NOT A PART) 33' ROADWAY FE
BOOK 24, PAGE 41, IN
M.C.R. 7
20' MWD LATERAL |
BOOK 24, PAGE 3 55' MCDOT
M.C.R. R.O.W.
_ _ _ _ _ _ _ __ — N89 9°44'22"W_2638.72' _ _ _ _
CS a BETHANYHOME ROAD ___ 4
EXISTING VARIABLE WIDTH R.O.W,
—~— EEN -DOC.___ - MGR J
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MATCH LINE SHEET 14
60
7
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GRAPHIC SCALE IN FEET
0 30 60
120
1" = 60' @ 24X36
SHEET 16 SHEET 15
SHIEET 11 SHEET 12
SHEET 10 SHEET 9
SHEET 5 SHEET 6
SHEET 4 SHEET 3
SHEET 14
SHEET 13
SHEET 8
SHEET 7
SHEET 2
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»» Hor
7740 N. 16th Street, Suite 300
Phoenix, Arizona 85020
FIRM # 10194503
Tel. No. (602)-944-5500
www.kimley-horn.com
Ph:
Ph:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
(817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 15 OF 17
OWNER:
HUBER, CHAD 4/15/2024 8:26 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
uw
NORTH QUARTER CORNER 5
SECTION 14, T2N, R2W Zz
UNSUBDIVIDED FOUND 2" MARICOPA W
COUNTY
NORTHWEST CORNER ALUMINUM CAP, STAMPED £
SECTION 14, T2N, R2W T2N, R2W, $11, 1/4, $14 29891 E
FOUND 1.5" IRON PIPE DATED 2003, DOWN 0.8' | 2
é
20' MWD LATERAL 04 Rann
BOOK 24, PAGE 3 55' MCDOT Nos 30 . 65' MCDOT
M.C.R. R.O.W. 60' MCDOT _ 65.00 BOW
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i ~ ‘ 4 60 0 30 60 120
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| M.C.R. EASEMENT a1 |
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(NOT A PART) o | 2?
7 | — SHEET 5 SHEET 6 SHEET 7
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|
|
| |
|
| | |
| |
|
|
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MATCH LINE SHEET 11
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
HUBER, CHAD 4/15/2024 8:26 AMLAST SAVED 4/15/2024 8:21 AM
Kimley»Hor
7740 N. 16th Street, Suite 300 Tel. No. (602)-944-5500
Phoenix, Arizona 85020 FIRM # 10194503 www.kimley-horn.com
Scale Drawn by Checked by Date Project No. Sheet No.
1"=60' JCC CWH JAN. 2024 063934132 16 OF 17
OWNER:
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY
LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE
NO. | BEARING | LENGTH | NO.| BEARING | LENGTH NO. | DELTA | RADIUS | LENGTH | CHORD BEARING | CHORD | NO. | DELTA | RADIUS | LENGTH | CHORD BEARING | CHORD | NO. DELTA | RADIUS | LENGTH | CHORD BEARING | CHORD | NO. DELTA | RADIUS | LENGTH | CHORD BEARING | CHORD | NO. DELTA | RADIUS | LENGTH | CHORD BEARING | CHORD
L1 | N44°34':00"W | 28.28' | L41 | S67°45'55"E | 15.34! C1 | 14°34'00" | 80.00" 20.34' $07°43'00"W 20.28' | C41 | 90°00'00" | 50.00" 78.54" $44°34'00"E 70.71' | C81 | 101°32'13" | 21.00 37.22" N50°20'07"W 32.53' | C121 | 90°00'00" | 30.00 47.12! N44°34'00"W 42.43' | C161 | 90°00'00" | 50.00" 78.54' $45°26'00"W 70.71"
L2 | N89°34'00"W | 54.94" | L42 | S39°16'08"E | 48.14' C2 | 14°34'00" | 100.00' | 25.42" $07°43'00"W 25.36' | C42] 90°00'00" | 50.00" 78.54 $45°26'00"W 70.71' | C82 | 78°27'47" | 51.00' 69.84' $39°39'53"W 64.51' | C122 | 90°00'00" | 30.00" 47.12! N45°26'00"E 42.43' | C162 | 90°00'00" | 30.00’ 47.12' N44°34'00"W 42.43'
L3 | S45°26'00"W | 35.36' | L43 | S89°34'00"E | 23.77' C3 | 14°34'00" | 70.00' 17.80' N07°43'00"E 17.75' | C43 | 90°00'00" | 50.00" 78.54 $44°34'00"E 70.71' | C83 | 90°00'00" | 30.00" 47.12' $45°26'00"W 42.43' | C123 | 90°00'00" | 30.00' 47.12! $44°34'00"E 42.43' | C163 | 90°00'00" | 30.00’ 47.12' $45°26'00"W 42.43
L4 | N44°34'03"W | 35.36' | L44 | N89°34'00"W | 23.90! C4 | 14°34'00" | 100.00' | 25.42" N07°43'00"E 25.36' | C44 | 90°00'00" | 50.00" 78.54 $45°26'00"W 70.71' | C84 | 90°00'00" | 51.00 80.11" $44°34'00"E 72.12' | C124 | 90°00'00" | 30.00" 47.12! $45°26'00"W 42.43' | C164 | 90°00'00" | 30.00’ 47.12' $44°34'00"E 42.43'
L5 | N89°34'03"W | 75.00' | L45 | N39°16'08"W | 48.14 C5 | 90°00'00" | 50.00" 78.54! N44°34'00"W 70.71' | C45 | 90°00'00" | 50.00" 78.54 $44°34'00"E 70.71' | C85 | 90°00'00" | 31.00" 48.69" N45°26'00"E 43.84" | C125 | 90°00'00" | 50.00" 78.54 N44°34'00"W 70.71' | C165 | 90°00'00" | 50.00" 78.54" N45°26'00"E 70.71'
L6 | S45°25'57"W | 42.43' | L46 | S89°34'00"E | 15.00’ C6 | 90°00'00" | 61.00 95.82' $44°34'00"E 86.27' | C46 | 90°00'00" | 50.00" 78.54 N45°26'00"E 70.71' | C86 | 90°00'00" | 30.00' 47.12' N44°34'00"W 42.43' | C126 | 90°00'00" | 50.00' 78.54 N45°26'00"E 70.71' | C166 | 90°00'00" | 50.00" 78.54' N44°34'00"W 70.71'
L7 | S44°43'11"E 7.07" L47 | NO0°26'00"E | 10.00' C7 | 90°00'00" | 30.00 47.12! N44°34'00"W 42.43' | C47 | 90°00'00" | 100.00' | 157.08" $45°26'00"W 141.42’ | C87 | 90°00'00" | 30.00" 47.12' N45°26'00"E 42.43' | C127 | 78°27'47" | 50.00" 68.47' $38°47'54"E 63.25' | C167 | 78°27'47" | 50.00 68.47" $39°39'53"W 63.25
L8 | S89°44'37"E | 55.05' | L48 | N89°34'‘00"W | 14.99" cs | 90°00'00" | 50.00 78.54! $45°26'00"W 70.71' | C48 | 50°17'53" | 80.00" 70.23' N64°25'04"W 68.00' | C88 | 90°00'00" | 31.00' 48.69" N44°34'00"W 43.84" | C128 | 101°32'13" | 20.00" 35.44! N51°12'06"E 30.98' | C168 | 101°32'13" | 20.00 35.44! N50°20'07"W 30.98"
L9 | S$89°44'22"E | 59.95 C9 | 25°00'00" | 80.00" 34.91' $12°04'00"E 34.63' | C49 | 50°17'53" | 50.00' 43.89' $64°25'04"E 42.50’ | C89 | 90°00'00" | 51.00 80.11' $45°26'00"W 72.12" | C129 | 101°32'13" | 20.00" 35.44! N50°20'07"W 30.98' | C169 | 101°32'13" | 20.00 35.44" N51°12'06"E 30.98"
L10 | N45°16'56"E | 14.15' C10 | 25°00'00" | 74.00' 32.29 N12°04'00"W 32.03' | C50 | 20°24'44" | 30.00" 10.69' N80°13'38"E 10.63' | C90 | 90°00'00" | 30.00" 47.12' $44°34'00"E 42.43' | C130 | 78°27'47" | 50.00 68.47' $39°39'53"W 63.25' | C170 | 78°27'47" | 50.00" 68.47" $38°47'54"E 63.25'
L11 | $00°15'38"W | 10.00' C11 | 30°00'00" | 80.00 41.80' N15°26'00"E 41.41" | C51 | 20°14'11" | 30.00" 10.60' N79°26'54"W 10.54" | C91 | 101°32'13" | 21.00" 37.22' N51°12'06"E 32.53' | C131 | 90°00'00" | 30.00" 47.12! $45°26'00"W 42.43' | C171 | 90°00'00" | 30.00’ 47.12! $44°34'00"E 42.43'
L12 | S45°20'05"W | 42.43" C12 | 30°00'00" | 890.00" 41.89' $15°26'00"W 41.41" | C52 | 50°17'53" | 80.00" 70.23' $64°25'04"E 68.00' | C92 | 78°27'47" | 51.00 69.84' $38°47'54"E 64.51' | C132 | 90°00'00" | 50.00" 78.54' $44°34'00"E 70.71' | C172 | 90°00'00" | 30.00" 47.12' N45°26'00"E 42.43'
L13 | S00°20'05"W | 75.00' C13 | 120°00'00" | 30.00" 62.83' $89°34'00"E 51.96' | C53 | 50°17'53" | 50.00" 43.89' N64°25'04"W 42.50’ | C93 | 78°27'47" | 51.00 69.84' $39°39'53"W 64.51' | C133 | 90°00'00" | 30.00" 47.12! N45°26'00"E 42.43' | C173 | 90°00'00" | 30.00’ 47.12' N44°34'00"W 42.43'
L14 | S89°39'55"E | 10.00' C14 | 30°00'00" | 30.00 15.71" N15°26'00"E 15.53' | C54 | 90°00'00" | 70.00' | 109.96 $45°26'00"W 98.99 | C94 | 101°32'13" | 21.00 37.22" N50°20'07"W 32.53' | C134 | 90°00'00" | 30.00 47.12! N44°34'00"W 42.43' | C174 | 90°00'00" | 50.00" 78.54' $45°26'00"W 70.71"
L15 | S44°39'55"E | 42.43" C15 | 2°53'20" | 101.00' 5.09" $01°52'40"W 5.09' | C55 | 90°00'00" | 50.00" 78.54' N45°26'00"E 70.71' | C95 | 90°00'00" | 50.00" 78.54" N44°34'00"W 70.71' | C135 | 90°00'00" | 30.00" 47.12! N45°26'00"E 42.43'
L16 | N89°34'00"W | 19.88' C16 | 2°53'20" 99.00" 4.99 N01°52'40"E 4.99' | C56 | 90°00'00" | 30.00" 47.12! N44°34'00"W 42.43' | C96 | 90°00'00" | 50.00’ 78.54' N45°26'00"E 70.71' | C136 | 90°00'00" | 31.00 48.69' N44°34'00"W 43.84'
L17 | N89°34'00"W | 7.43 C17 | 25°00'00" | 50.00 21.82" N12°04'00"W 21.64" | C57 | 90°00'00" | 30.00" 47.12! $45°26'00"W 42.43' | C97 | 90°00'00" | 30.00 47.12' $44°34'00"E 42.43' | C137 | 90°00'00" | 51.00 80.11" $45°26'00"W 72.12!
L18 | S89°34'00"E | 40.50" C18 | 145°00'00" | 30.00" 75.92' $82°56'00"W 57.22' | C58 | 90°00'00" | 30.00" 47.12! $44°34'00"E 42.43' | C98 | 90°00'00" | 30.00’ 47.12' $45°26'00"W 42.43' | C138 | 90°00'00" | 30.00" 47.12! $44°34'00"E 42.43'
L19 | S00°26'00"W | 133.50" C19 | 10°00'00" | 50.00 8.73' $05°26'00"W 8.72' | C59 | 90°00'00" | 30.00" 47.12! $44°34'00"E 42.43' | C99 | 90°00'00" | 30.00" 47.12' N44°34'00"W 42.43' | C139 | 101°32'13" | 20.00" 35.44! N51°12'06"E 30.98'
L20 | S00°26'00"W | 101.41" C20 | 30°00'00" | 30.00 15.71" $14°34'00"E 15.53' | C60 | 90°00'00" | 30.00" 47.12! N45°26'00"E 42.43' | C100 | 90°00'00" | 30.00’ 47.12' N45°26'00"E 42.43' | C140 | 78°27'47" | 50.00 68.47' $38°47'54"E 63.25"
L21 | S15°00'00"W | 120.24" C21 | 30°00'00" | 80.00" 41.89' N14°34'00"W 41.41" | C61 | 90°00'00" | 50.00" 78.54' N44°34'00"W 70.71' | C101 | 90°00'00" | 50.00" 78.54" $44°34'00"E 70.71" | C141 | 78°27'47" | 50.00 68.47' $39°39'53"W 63.25"
L22 | S15°00'00"W | 74.09" C22 | 30°00'00" | 80.00" 41.89' $14°34'00"E 41.41" | C62 |} 90°00'00" | 30.00" 47.12! $45°26'00"W 42.43' | C102 | 90°00'00" | 30.00" 47.12' $45°26'00"W 42.43' | C142 | 101°32'13" | 20.00 35.44! N50°20'07"W 30.98'
L23 | So0°26'00"W | 79.49" C23 | 10°00'00" | 80.00 13.96' N05°26'00"E 13.94" | C63 | 90°00'00" | 50.00" 78.54" $44°34'00"E 70.71' | C103 | 90°00'00" | 30.00' 47.12' $44°34'00"E 42.43' | C143 | 90°00'00" | 50.00' 78.54" $44°34'00"E 70.71'
L24 | N30°26'00"E | 64.68 C24 | 90°00'00" | 80.00' | 125.66 $45°26'00"W 113.14 | C64 | 90°00'00" | 30.00" 47.12! $45°26'00"W 42.43' | C104 | 90°00'00" | 50.00’ 78.54" $45°26'00"W 70.71' | C144 | 90°00'00" | 30.00" 47.12! N45°26'00"E 42.43'
L25 | NOO°26'00"E | 97.00! C25 | 90°00'00" | 30.00' 47.12! N45°26'00"E 42.43' | C65 | 90°00'00" | 30.00" 47.12! N44°34'00"W 42.43' | C105 | 90°00'00" | 30.00" 47.12' N44°34'00"W 42.43' | C145 | 90°00'00" | 30.00" 47.12! N44°34'00"W 42.43'
L26 | N30°26'00"E | 39.21" C26 | 90°00'00" | 30.00' 47.12' N44°34'00"W 42.43' | C66 | 90°00'00" | 30.00' 47.12' N45°26'00"E 42.43' | C106 | 90°00'00" | 30.00' 47.12" N45°26'00"E 42.43' | C146 | 90°00'00" | 30.00' 47.12' $45°26'00"W 42.43
L27 | N03°19'20"E | 76.53' C27 | 21°48'05" | 101.00" 38.43) $78°39'58"E 38.20' | C67 | 90°00'00" | 30.00' 47.12! $44°34'00"E 42.43' | C107 | 90°00'00" | 30.00" 47.12! $44°34'00"E 42.43' | C147 | 101°32'13" | 20.00' 35.44! N50°20'07"W 30.98'
L28 | N24°34'00"W | 80.51" C28 | 21°48'05" | 80.00" 30.44" N78°39'58"W 30.26' | C68 | 90°00'00" | 50.00' 78.54' N45°26'00"E 70.71' | C108 | 90°00'00" | 50.00" 78.54! N45°26'00"E 70.71' | C148 | 78°27'47" | 50.00' 68.47' $39°39'53"W 63.25'
L29 | S10°26'00"W | 19.93" C29 | 14°02'10" | 100.00" 24.50' $83°24'55"W 24.44" | C69 | 90°00'00" | 50.00' 78.54' N44°34'00"W 70.71' | C109 | 90°00'00" | 50.00" 78.54' N44°34'00"W 70.71' | C149 | 78°27'47" | 50.00" 68.47' $38°47'54"E 63.25"
L30 | S29°34'00"E | 31.90! C30 | 14°02'10" | 101.00" 24.74' N83°24'55"E 24.68' | C70 | 90°00'00" | 30.00' 47.12! $45°26'00"W 42.43' | C110 | 90°00'00" | 30.00" 47.12! $45°26'00"W 42.43' | C150 | 101°32'13" | 20.00' 35.44! N51°12'06"E 30.98'
L31 | NO0°26'00"E | 97.00" C31 | 90°00'00" | 50.00" 78.54! $44°34'00"E 70.71' | C71 | 90°00'00" | 30.00" 47.12! $44°34'00"E 42.43' | C111 | 90°00'00" | 30.00 47.12! $44°34'00"E 42.43' | C151 | 90°00'00" | 50.00" 78.54 N45°26'00"E 70.71'
L32 | N29°34'00"W | 56.23! C32 | 90°00'00" | 100.00' | 157.08" $44°34'00"E 141.42' | C72 | 90°00'00" | 50.00" 78.54' S45°26'00"W 70.71" | C112 | 90°00'00" | 50.00" 78.54' N45°26'00"E 70.71" | C152 | 90°00'00" | 50.00" 78.54' N44°34'00"W 70.71'
L33 | N00°26'00"E 6.00" C33 | 14°02'10" | 100.00' | 24.50" N83°24'55"E 24.44" | C73 | 90°00'00" | 30.00" 47.12! N44°34'00"W 42.43' | C113 | 90°00'00" | 50.00 78.54" N44°34'00"W 70.71' | C153 | 90°00'00" | 30.00" 47.12! $45°26'00"W 42.43'
L34 | N67°45'55"W | 45.92" C34 | 14°02'10" | 100.00' | 24.50' $83°24'55"W 24.44" | C74 | 90°00'00" | 30.00" 47.12! N45°26'00"E 42.43' | C114] 90°00'00" | 30.00 47.12! $45°26'00"W 42.43' | C154 | 90°00'00" | 30.00" 47.12! $44°34'00"E 42.43'
L35 | S76°23'49"W | 68.03! C35 | 21°48'05" | 100.00' | 38.05' N78°39'58"W 37.82 | C75 | 90°00'00" | 30.00" 47.12! $44°34'00"E 42.43' | C115 | 90°00'00" | 30.00’ 47.12' N44°34'00"W 42.43' | C155 | 90°00'00" | 30.00' 47.12! N45°26'00"E 42.43'
L36 | N89°34'00"W | 105.27’ C36 | 21°48'05" | 100.00' | 38.05" $78°39'58"E 37.82' | C76 | 90°00'00" | 30.00" 47.12! $45°26'00"W 42.43' | C116 | 90°00'00" | 30.00 47.12" N45°26'00"E 42.43' | C156 | 90°00'00" | 50.00" 78.54 $44°34'00"E 70.71'
L37 | NOO°*26'00"E | 97.40! C37 | 87°09'45" | 51.00' 77.58 N45°59'08"W 70.32" | C77 | 90°00'00" | 50.00" 78.54" N44°34'00"W 70.71" | C117 | 90°00'00" | 50.00" 78.54' S44°34'00"E 70.71" | C157 | 90°00'00" | 30.00" 47.12' S45°26'00"W 42.43
L38 | S00°26'00"W | 17.55! C38 | 87°09'45" | 50.00' 76.06' $45°59'08"E 68.94" | C78 | 90°00'00" | 50.00" 78.54" N45°26'00"E 70.71' | C118 | 90°00'00" | 30.00" 47.12' $45°26'00"W 42.43' | C158 | 90°00'00" | 30.00" 47.12! N44°34'00"W 42.43'
L39 | S89°34'00"E | 43.62' C39 | 90°00'00" | 61.00" 95.82! N44°34'00"W 86.27' | C79 | 78°27'47" | 51.00' 69.84' $38°47'54"E 64.51" | C119 | 90°00'00" | 30.00' 47.12" $44°34'00"E 42.43' | C159 | 90°00'00" | 30.00' 47.12' N45°26'00"E 42.43'
L40 | N76°23'49"E | 26.92" C40 | 90°00'00" | 50.00" 78.54! $45°26'00"W 70.71" | C80 | 101°32'13" | 21.00" 37.22' N51°12'06"E 32.53' | C120 | 90°00'00" | 50.00" 78.54" $45°26'00"W 70.71' | C160 | 90°00'00" | 30.00" 47.12! $44°34'00"E 42.43'
FINAL PLAT FOR
“QTS GLENDALE"
A PORTION OF SECTION 14, TOWNSHIP 2 NORTH, RANGE
2 WEST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
Kimley»»Hor
7740 N. 16th Street, Suite 300
Phoenix, Arizona 85020
FIRM # 10194503
Tel. No. (602)-944-5500
www.kimley-horn.com
QTS Glendale I, LLC
12851 Foster Street,
Overland Park, KS 66213
Ph:
Contact:
APPLICANT:
Kimley-Horn & Associates, Inc.
260 East Davis Street, Suite 100
McKinney, TX 75069
Ph: (817)-717-7581
Contact: Jake Torpey, P.E.
SURVEYOR:
Kimley-Horn and Associates, Inc.
7740 N, 16th Street, Suite 300
Phoenix, AZ 85020.
Ph: (602)-837-5511
Contact: Chad W. Huber, RLS
Scale Drawn by Checked by Date Project No. Sheet No.
1" =# JCC CWH JAN. 2024 063934132 17 OF 17
OWNER:
HUBER, CHAD 4/15/2024 8:26 AMLAST SAVED 4/15/2024 8:21 AM
DWG NAME: K:\PHX_ROADWAY\MARKETING\A - OTHER\SURVEY\2023\2023-70_QTS_PHX3\063934132 - QTS GLENDALE PLAT 1=60'IDWG PLOTTED BY