Final Plat

NOTES

1. THE DEVELOPMENT WILL BE SERVED BY ADAMAN MUTUAL
WATER COMPANY, MAIN EXTENSION AGREEMENT DOCUMENT DATED

2. ALL NEW UTILITIES AND ALL EXISTING UTILITIES, EXCEPT
ELECTRICAL TRANSMISSION LINES CARRYING 69 KV OR MORE,

WITHIN OR CONTIGUOUS TO THIS SITE, SHALL BE PLACED
UNDERGROUND.

3. EXCEPT FOR CONSTRUCTION AND IMPROVEMENTS BY
GOVERNMENTAL ENTITIES AND CERTIFIED PUBLIC UTILITIES,

CONSTRUCTION AND IMPROVEMENTS WITHIN EASEMENTS SHALL BE
LIMITED TO ONLY THE FOLLOWING:

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 UTILITY EASEMENT.

4. ALL LANDSCAPE TRACTS AND LANDSCAPE WITHIN ARTERIAL AND
COLLECTOR STREETS DEDICATED BY THIS PLAT SHALL BE

MAINTAINED BY THE OWNER OR OWNER’S ASSOCIATION.

5. FIRE DEPARTMENT ACCESS AND WATER SUPPLY REQUIREMENTS
SHALL BE IN PLACE PRIOR TO THE START OF VERTICAL
CONSTRUCTION.

TOTAL LAND USE

TOTAL NUMBER OF LOTS 1
TOTAL NUMBER OF TRACTS 0

LAND USE TABLE
TOTAL AREA OF LOT 71.4229 ACRES 3,111,183 SF
PUBLIC RIGHT OF WAY 3.2176 _ACRES 140,158 SF
TOTAL GROSS AREA 74.6405 ACRES | 3,251,341 SF

PARCEL LEGAL DESCRIPTION

THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 2
NORTH, RANGE 1 WEST 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 6;

THENCE NORTH 03 DEGREES 20 MINUTES 00 SECONDS WEST ALONG THE
WEST LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 33.05 FEET TO

A POINT ON THE NORTH LINE OF THE SOUTH 33.00 FEET OF SAID
SECTION 6;

THENCE ALONG SAID LINE, NORTH 89 DEGREES 41 MINUTES 27 SECONDS
EAST, A DISTANCE OF 33.05 FEET TO A POINT ON THE EAST LINE OF

THE WEST 33.00 FEET OF SAID SECTION 6 AND THE TRUE POINT OF
BEGINNING;

THENCE ALONG SAID LINE NORTH 03 DEGREES 20 MINUTES 00 SECONDS
WEST, A DISTANCE OF 1,289.66 FEET TO A POINT ON THE NORTH LINE
OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 6;

THENCE ALONG SAID LINE, NORTH 89 DEGREES 44 MINUTES 17 SECONDS
EAST, A DISTANCE OF 2,527.98 FEET TO A POINT ON THE WEST LINE OF
THE EAST 78.00 FEET OF SAID SOUTHEAST QUARTER;

THENCE ALONG SAID LINE, SOUTH 03 DEGREES 26 MINUTES 17 SECONDS
EAST, A DISTANCE OF 1,287.70 FEET TO A POINT ON THE NORTH LINE
OF THE SOUTH 33.00 FEET OF SAID SOUTHEAST QUARTER;

THENCE ALONG SAID LINE, SOUTH 89 DEGREES 41 MINUTES 27 SECONDS
WEST, A DISTANCE OF 2,530.23 FEET TO THE TRUE POINT OF BEGINNING;

EXCEPT THEREFROM THAT CERTAIN DRAINAGE DITCH, AS CONVEYED TO

ADAMAN MUTUAL WATER COMPANY BY INSTRUMENT RECORDED IN DOCKET
1180, PAGE 528; AND

EXCEPT ALL UNDERGROUND OR SUBTERRANEAN WATERS BENEATH THE

LANDS OF THE ADAMAN MUTUAL WATER COMPANY PROJECT, EXCEPT THAT
NECESSARY FOR DOMESTIC USE AS DISTINGUISHED FROM IRRIGATION USE
BY SUCH OWNERS OF LAND IN THE PROJECT AS MAY NOW HAVE OR IN

A FINAL PLAT

OF BICKMAN

INDUSTRIAL

LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP O02 NORTH, RANGE O02 WEST OF

THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA

“N89°40°39°E

CENTER OF SECTION ORANGEWOOD AVENUE 2637.29
SEC. 6, T2N, R1W EAST eR ORS ei
FND. IRON PIPE . 6, T2N,
(COMMONLY ACCEPTED BRASS CAP IN HANDHOLE |
SEE CORNER NOTE)
\ \
5 rs
N oO
a a
ne) De)
\ \
| \
NORTHWEST CORNER
SOUTH HALF NORTHEAST CORNER
FND. COTTON PICKER SPINDLE 5 5 SOUTH HALF
IN POTHOLE 3 5 FND. NAIL IN PVMT.
NE N89°41'03"E(M) 2639.39"(M) _ _ _ NN
~_ ~~ — AVENUE
KR NBO 4103°E 2521.26 yi
AFFIXED CAP AFFIXED CAP 18
40° |
—-+r
sh a (2
- Noo 2
als (o) al lS
Bale (2) bel nes
o\An N +
elm “lo 8
a
es LOT 1 Q
Siz ta |.
eale a
a ‘ol IS
ae Sg
9 pe) fo} ia)
z\ |Z n 8
SOUTH QUARTER CORNER : 78°
SEC. 6, T2N, RIW _, |. 40° 28
FND. MARICOPA COUNTY SET 1/2” REBAR i, io SET 1/2” REBAR
ALUMINUM CAP AFFIXED CAP 10 , ° AFFIXED CAP
IN HANDHOLE yo $89°41'27"W 2523.22
—___GLENDALE AVENUE _ _ _ _
~ $89°41'27"W(M) 2641.48'(M)

THE FUTURE CARE TO SINK DOMESTIC WELLS FOR THEIR INDIVIDUAL
USES, AS CONVEYED TO ADAMAN MUTUAL WATER COMPANY BY DEED
RECORDED IN DOCKET 1180, PAGE 517; AND

EXCEPT ALL ORES AND MINERALS AND ALL OIL, GAS AND OTHER
HYDROCARBON SUBSTANCES BENEATH THE SURFACE OF THE ABOVE
DESCRIBED PREMISES, AS RESERVED UNTO GOODYEAR FARMS, A
CORPORATION, BY AGREEMENT RECORDED AS DOCKET 2461, PAGE 556.

LEGEND

SECTION LINE

— MONUMENT LINE
PROPERTY LINE
OTHERS PROPERTY LINE
- a5 5-5-5 EASEMENT

BRASS CAP IN HANDHOLE

(@) BRASS CAP (OR AS NOTED)

© REBAR (AS NOTED)
FND. FOUND

MCR MARICOPA COUNTY RECORDER
PUE PUBLIC UTILITY EASEMENT

R/W RIGHT OF WAY

(C) CALCULATED BEARINGS/DISTANCES
(M) MEASURED BEARINGS/DISTANCES

(R#) RECORDED BEARINGS/DISTANCES

250 0 125

250

ee

SCALE: 1 INCH =250 FEET

BASIS OF BEARING

THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION
06, TOWNSHIP 02 NORTH, RANGE 01 WEST OF THE GILA
AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY,
ARIZONA BEARING S89°41’27"W. (ASSUMED BEARING)

REFERENCE DOCUMENTS

BENCHMARK.

SOUTHEAST CORNER
SEC. 6, T2N, R1W

FND. MARICOPA COUNTY
BRASS CAP IN POTHOLE
LS 36563

MARICOPA COUNTY ALUMINUM CAP IN HANDHOLE FOUND AT THE
INTERSECTION OF GLENDALE AVENUE & ALSUP ROAD, ALSO BEING
THE SOUTH QUARTER CORNER OF SECTION 6, TOWNSHIP 2 NORTH,
RANGE 1 WEST, OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, MARICOPA COUNTY, ARIZONA.

(R1) — BOOK 378 OF MAPS, PAGE 40, MCR
(R2) — BOOK 483 OF MAPS, PAGE 13, MCR
(R3) — BOOK 967 OF MAPS, PAGE 08, MCR
(R4) — DEED: 2002—0010818, MCR

ELEVATION = 1,094.662’ (NAVD88 — GDACS #8530)

DEDICATION

STATE OF ARIZONA )

) ss
COUNTY OF MARICOPA _ )

KNOW ALL MEN BY THESE PRESENTS THAT:

I&G GLENDALE, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS
OWNER, HAS SUBDIVIDED UNDER THE NAME OF ”BICKMAN
INDUSTRIAL” A SINGLE LOT SUBDIVISION AND LOCATED IN THE
SOUTHEAST QUARTER OF SECTION 06, TOWNSHIP 02 NORTH,
RANGE 01 WEST OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN AND PLATTED
HEREON AND HEREBY PUBLISHES THIS PLAT AS AND FOR THE
PLAT OF "BICKMAN INDUSTRIAL” A SINGLE LOT SUBDIVISION, AND
HEREBY DECLARES THAT SAID PLAT SETS FORTH THE LOCATION
AND GIVES THE DIMENSIONS OF THE LOTS, STREET AND
EASEMENTS CONSTITUTING THE SAME, AND THAT EACH LOT AND
STREET SHALL BE KNOWN BY THE NUMBER, LETTER OR NAME
GIVEN EACH RESPECTIVELY ON SAID PLAT. I&G GLENDALE, LLC, A
DELAWARE LIMITED LIABILITY COMPANY, AS OWNER, HEREBY
DEDICATES TO THE PUBLIC, FOR USE AS SUCH, THE STREETS AND
EASEMENTS AS SHOWN ON SAID PLAT AND INCLUDED IN THE
ABOVE DESCRIBED PREMISES.

PUBLIC UTILITY EASEMENTS ARE HEREBY DEDICATED TO THE
PUBLIC IN, OVER, AND UNDER THOSE AREA DESIGNATED HEREON,
FOR THE INSTALLATION, MAINTENANCE, REPAIR, AND REMOVAL OF
NECESSARY UTILITIES. PUBLIC UTILITY PROVIDERS LOCATING
UTILITY FACILITIES IN THIS PUBLIC UTILITY EASEMENT SHALL
COMPLY WITH THE CODES AND REGULATIONS OF THE CITY OF
GLENDALE, ARIZONA. SUCH PUBLIC UTILITY PROVIDERS SHALL BE,
AND REMAIN, RESPONSIBLE FOR THE CONSTRUCTION, OPERATION,
MAINTENANCE, AND REPAIR OF THEIR UTILITY FACILITIES.

IN WITNESS WHEREOF:

I&G GLENDALE LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS
OWNER, HAS HEREUNDER CAUSED ITS NAME TO BE SIGNED AND
THE SAME TO BE ATTESTED BY THE SIGNATURE OF

AN AUTHORIZED REPRESENTATIVE THEREUNTO DULY AUTHORIZED
THIS ____ DAY OF 20

OWNER/AUTHORIZED SIGNER

ACKNOWLEDGMENT.
STATE OF ARIZONA
ss

COUNTY OF MARICOPA _ )

BEFORE ME THIS ___ DAY OF 20

’

,

ee PERSONALLY APPEARED BEFORE ME, THE
UNDERSIGNED NOTARY PUBLIC, WHO ACKNOWLEDGED HIMSELF /HERSELF
TO BE AN AUTHORIZED REPRESENTATIVE OF I&G GLENDALE LLC, A
DELAWARE LIMITED LIABILITY COMPANY, THE LEGAL OWNER OF THE
PROPERTY PLATTED HEREON AND ACKNOWLEDGE THAT HE/SHE, AS

AUTHORIZED SIGNING AGENT, EXECUTED THIS INSTRUMENT FOR THE
PURPOSES HEREIN CONTAINED.

IN WITNESS WHEREOF, | HEREUNTO SET MY HAND AND OFFICIAL SEAL.

NOTARY PUBLIC

MY COMMISSION EXPIRES:_.

SURVEYOR NOTES

1—FIELDWORK WAS COMPLETED ON 10/29/2020.

2—-ALL BEARINGS AND DISTANCES ARE CALCULATED UNLESS
OTHERWISE NOTED.

S-THIS SURVEYOR HAS MADE NO INDEPENDENT SEARCH FOR TAXES,
ASSESSMENTS, RESERVATIONS IN PATENT, EASEMENTS, RIGHTS OF
WAY, ENCUMBRANCES, LIENS, COVENANTS, CONDITIONS OF
RESTRICTIONS OR ANY OTHER RECORD INFORMATION THAT MAY BE
DISCLOSED BY A CURRENT TITLE REPORT OR OTHER RESEARCH.

ORANGEWOOD AVENUE

SOUTHEAST
QUARTER
SEC. 06

TO2N, ROW

on

ROAD

REEMS

MYRTLE_AVENUE

ALSUP ROAD

——_

SITE

GLENDALE AVENUE

VICINITY_MAP.

NOT TO SCALE

OWNER/DEVELOPER

I&G GLENDALE, LLC

CONTACT:

ENGINEER

WARE MALCOMB

2777 £. CAMELBACK RD, SUITE 325
PHOENIX, AZ 85016

CONTACT: MATTHEW KUEHN

PHONE: 480-767-1001

BASIS OF BEARING

THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 12,
TOWNSHIP 02 NORTH, RANGE 02 WEST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA BEARING
NO0°21°14"E. (ASSUMED BEARING)

IMPROVEMENT ASSURANCES

| HEREBY ACKNOWLEDGE THAT THE 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 FOR
ACCEPTABLE TO THE CITY.

BY:

CITY ENGINEER OR DESIGNATE DATE

CITY APPROVALS

APPROVED BY THE CITY OF GLENDALE, ARIZONA,

ee DAY OF , 20
MAYOR DATE
ATTEST: CITY CLERK DATE

SURVEYOR CERTIFICATE

|, SHANE R. BARNETT, A DULY LICENSED
LAND SURVEYOR IN THE STATE OF ARIZONA
DO HEREBY CERTIFY THAT THIS DRAWING IS
BASED ON A SURVEY PERFORMED BY ME OR
UNDER MY DIRECT SUPERVISION DURING THE
MONTH OF FEBRUARY, 2022 AND IS TRUE
AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF.

SHANE R. BARNETT
ARIZONA R.L.S. 50618

BARNETT LAND SURVEYING, LLC

201 WEST STANFORD AVENUE
GILBERT, ARIZONA 85233

PHONE: (602) 510-7797

E-MAIL: SHANE@BARNETTSURVEY.COM

JOB NO: LS20—0806
DRAWN BY: SRB

REVIEW BY: SRB

A FINAL PLAT OF
BICKMAN INDUSTRIAL

DATE: 02/16/2022 REV: - SHEET: 1 OF 2

A FINAL PLAT OF BICKMAN INDUSTRIAL

LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP O02 NORTH, RANGE O02 WEST OF
THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA

~ 7 N89°40'39"E 2637.29" I
ENTER OF SECTION SECTION CORNER NOTE NB9°S8'31"E(R1) ORANGEWOOD AVENUE 2937.54)
SEC. 6, T2N, RIW THE IRON PIPE IN POTHOLE AND HAS BEEN REFERENCED N89°58'39"E(R2) reay seiko
END. IRON PIPE AND ACCEPTED AS CENTER OF SECTION IN SURVEYS AS N89°42'44"E(R3) : EAST QUARTER CORNER
| (COMMONLY ACCEPTED EARLY AS 1994 WITH THE FOLLOWING SURVEYS ALSO SEC. 6, T2N, RIW
SEE CORNER NOTE) FINDING AND ACCEPTING THE MONUMENT’S POSITION: FND. MARICOPA COUNTY
BOOK 378 OF MAPS, PAGE 40, MCR; BRASS CAP IN HANDHOLE
a BOOK 389 OF MAPS, PAGE 31, MCR;
oe BOOK 441 OF MAPS, PAGE 50, MCR;

BOOK 483 OF MAPS, PAGE 13, MCR;
BOOK 483 OF MAPS, PAGE 16, MCR;
BOOK 736 OF MAPS, PAGE 42, MCR;

320.20

1320.12

1320.16'(R2)
1320.15'(R3)

\
|
~ BOOK 947 OF MAPS, PAGE 46, MCR; AND
BOOK 967 OF MAPS, PAGE 08, MCR.
aA in 5 S % fag i
wo
25 ms) xe 2 & -@ 6 © eS 86 o O \
| a 47 as bin < Ls 2 8 Fo Ne Ww .& EF < * o>
Uggs ars Z22 ee lel:s) 2 4 oc Hg ® roe assy ~ oe 1s 9 8 408
ago BS 89° cEiRa WA ® WONo SRO <n § 320 ELS eo
<Q | o& IS N | ere! y~ Rzg 1 20 1 On Sa! =r 1 ab!
SSO BRS uN E>=-2 a6! S62 LAN Org <OQ SrRo® ZO
ony om Ld Zln0y STS LARS — + om |} wet ot qa
aol Os tol 5674 hoo <9 onl ei) zo! yo | ao!
els os ilo Ls re... gols els ans obs Ss ols \
| 25° Ss age 225° Org 5e8" 23" 235 33" go" =8"
Sas Az Ss ZSaz << rH sis Zaz NZ eae eRe <iz
NORTHWEST CORNER aan a5 .& — ~o& oo wo. ge. & oa =. oo ze
SOUTH HALF ir iG oa amar 3 eC 8 o Wo eG im rm NORTHEAST CORNER
FND. COTTON PICKER SPINDLE sa a tu i N89°43’20"E(R3) Fe a 2639.39'(R3 Oo ee a a SOUTH HALF
IN POTHOLE _ > is $89°59’09”W(R2) 2639.41'(R2 5 —. FND. NAIL IN PVMT.
Wy N89°41'03"E(M) 2639.39'(M)_ _ _ _ _ _ _ _ _ _N
7 a MYRTLE AVENUE
> N89°41°03"E 2521.26" Zz
S a SET 1/2” REBAR
. a Ww AFFIXED CAP
SET 1/2” REBAR = _ |
| AFFIXED CAP a EY | 55’ R/W TO BE DEDICATED
& STRUMEN
Ss g BY SEPARATE. IN
in a MENT
40’ R/W DEDICATED HEREON g’_PUE a = 30° WATER EASE
= S
C a
\ ° * pUE TO BE DEDICATED
x 8 PURE TV OE ENT
3 ” BY SEPARATE a
45° QUIT CLAIM 10
. ADAMAN MUTUAL _WA
— DOCKET 1180, PAGE 528, i |
\2
3
Q ——
ys \-_ ard Pens
LSees|os | ol wan
Mnstolow el eee
mmae is ro) nN IS 355
SSee Ve AAgs
&gaa |
|
\
|
\ | \ a)
| 00 0 50 100
7 | 1 1
_ LOT 1 0
aaa \
S9EE| = SCALE: 1 INCH =100 FEET
Ye o
CES | \
25081 5 i|
m+oo N | >
DWAIN te)
rOoeon ° \ Ww
8832| 7
ZaZZz \ Li
\ %
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QI 5oo8
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w
| |
< \
| \
| |
|
| ;
| 195
40’ R/W DEDICATED_HEREON | |
SUNS eee . ,
\ 30 || 78
|
|
SET 1/2” REBAR 5 |
ial
SOUTH QUARTER, CORNER AFFIXED CAP ; | SOUTHEAST CORNER
. ’ ’ ive)
FND. MARICOPA COUNTY _ | \ t ND. TARICOPA ‘SouNTY
ALUMINUM CAP ; :
IN HANDHOLE ; . SBg4T 27 W 2523.22 7 SET 1/2” REBAR BRASS CAP IN POTHOLE
POINT OF BEGINNING rs 55’ R/W DEDICATED HEREON N $89°41'27"W(R4) GLENDALE AVENUE ‘° AFFIXED CAP
— ~ ~ ~ ~ 7 ~  §89°41'27"W(M) 7 2641.48'(M)
$89°59'35"W(R1) 2641.50'(R1)
S89°59'57'W(R2) 2641-46 (R2) BARNETT LAND SURVEYING, LLC JOB NO: LS20—0908
"43°45" 2641.43'(R3 , : -
S89°43'45"W(R3) (RS) 201 WEST STANFORD AVENUE
GILBERT, ARIZONA 85233 DRAWN BY: SRB

PHONE: (602) 510-7797
E-MAIL: SHANE@BARNETTSURVEY.COM REVIEW BY: SRB

A FINAL PLAT OF
BICKMAN INDUSTRIAL

DATE: 02/16/2022 REV: — SHEET: 2 OF 2