Final Plat

Dwgs\Final_Re-Plat\20-0791_RE-PLAT.dwg

Jan 06, 2022 4:26pm_S:\Projects\2020\20-0791\Land_Surve

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DEDICATION

KNOW ALL MEN BY THESE PRESENTS: THE SHOPPES AT CHANDLER HEIGHTS, LLC, AN ARIZONA LIMITED LIABILITY COMPANY,
AS OWNER, HEREBY PUBLISHES THIS PLAT OF "CHANDLER CROSSING 2ND AMENDED", A REPLAT OF LOTS 1A THROUGH 4A
CHANDLER CROSSING AMENDED, AS RECORDED IN BOOK 1572 OF MAPS, PAGE 16, BEING A REPLAT OF CHANDLER
CROSSING, AS RECORDED IN BOOK 1283 OF MAPS, PAGE 13, BEING A REPLAT OF SHOPPES AT CHANDLER HEIGHTS, AS
RECORDED IN BOOK 1018 OF MAPS, PAGE 46, MARICOPA COUNTY RECORDS, AND ALSO LOCATED WITHIN A PORTION OF
THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA, AS PLATTED HEREON, AND HEREBY DECLARES THAT SAID PLAT SETS FORTH THE LOCATION
AND GIVES THE DIMENSIONS OF THE STREETS, LOTS, TRACTS AND EASEMENTS CONSTITUTING THE SAME AND THAT EACH
STREETS, LOTS AND TRACTS SHALL BE KNOWN BY THE NAME, NUMBER, AND LETTER GIVEN TO EACH RESPECTIVELY.

EASEMENTS FOR THE INSTALLATION, OPERATION AND FURNISHING OF MAINTENANCE OF PUBLIC UTILITY LINES AND
FACILITIES, INCLUDING THE RIGHT OF INGRESS AND EGRESS FOR THE OPERATION AND MAINTENANCE OF SUCH UTILITY LINES
AND FACILITIES, ARE DEDICATED AS SHOWN ON THIS PLAT. UTILITY PROVIDERS SHALL COMPLY WITH ANY APPLICABLE
CODES, REGULATIONS, AND FRANCHISES OF THE CITY OF CHANDLER BEFORE ENTERING AN EASEMENT AND SHALL ASSUME
FULL RESPONSIBILITY FOR THE CONSTRUCTION, OPERATION, MAINTENANCE AND REPAIR OF THEIR UTILITY LINES AND
FACILITIES.

OWNER HEREBY DEDICATES TO ALL APPLICABLE UTILITIES, SERVICE PROVIDERS AND THE CITY OF CHANDLER PUBLIC UTILITY
EASEMENTS FOR THE BENEFIT OF PUBLIC UTILITIES, AND ARE LOCATED WHERE SHOWN, IN, OVER, AND UNDER THE AREAS
DESIGNATED AS SUCH HEREON, FOR THE INSTALLATION, MAINTENANCE, REPAIR, AND REMOVAL OF NECESSARY UTILITIES.
SUCH PUBLIC UTILITIES SHALL BE AND REMAIN RESPONSIBLE FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE AND
REPAIR OF THEIR UTILITY FACILITIES.

OWNER HEREBY DEDICATES, GRANTS AND CONVEYS RIGHTS OF INGRESS AND EGRESS FOR ALL EMERGENCY VEHICLES,
GOVERNMENT VEHICLES AND/OR TRASH REMOVAL VEHICLES OVER AND ACROSS LOT 1A THROUGH 4A TO THE CITY OF
CHANDLER AS DESIGNATED ON THIS PLAT.

THE MAINTENANCE OF LANDSCAPING WITHIN RIGHT-OF-WAY TO BACK OF CURB, SHALL BE THE RESPONSIBILITY OF THE
ABUTTING PROPERTY OWNER.

IN WINESS WHEREOF: THE SHOPPES AT CHANDLER HEIGHTS, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS OWNER,
HAS HEREUNTO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURES OF THE
UNDERSIGNED OFFICER THEREUNTO DULY AUTHORIZED THIS DAY OF 2022.

BY: THE SHOPPES AT CHANDLER HEIGHTS, LLC, AN ARIZONA LIMITED LIABILITY COMPANY
BY:
ITS:

ACKNOWLEDGMENT
STATE. OF ARIZONA

COUNTY OF MARICOPA

ON THIS DAY OF 2022, BEFORE ME, THE UNDERSIGNED, PERSONALLY APPEARED
WHO ACKNOWLEDGED SELF TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE

INSTRUMENT WITHIN, AND WHO EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSES THEREIN CONTAINED.

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

NOTARY PUBLIC DATE
MY COMMISSION EXPIRES:

LIEN HOLDER RATIFICATION

KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED A BENEFICIARY OF THAT CERTAIN DEED OF TRUST
RECORDED IN DOCUMENT NO. 2015-0876480, THEREATER PARTIAL RELEASE AND PARTIAL RECONVEYANCE OF DEED OF
TRUST PER DOCUMENT NO. 2016-0389620, THEREAFTER MODIFICATION AGREEMENT AMENDING DEED OF TRUST PER
DOCUMENT NO. 2016-0483911, THEREAFTER COLLATERAL ASSIGNMENT OF DECLARANT'S RIGHTS PER DOCUMENT NO.
2016-0483912 AND THEREAFTER SECOND MODIFICATION AGREEMENT AMENDING DEED OF TRUST PER DOCUMENT NO.
2017-0453638, RECORDS OF MARICOPA COUNTY, ARIZONA, HEREBY RATIFIES, AFFIRMS, AND APPROVES THIS PLAT, THE
DECLARATION OF RESTRICTION RECORDED CONCURRENTLY HEREWITH, AND EACH AND EVERY DEDICATION CONTAINED HEREIN.

20.

IN WINESS WHEREOF, THE UNDERSIGNED HAVE SIGNED THEIR NAMES THIS DAY OF
2022.

BY:
ITs:

ACKNOWLEDGMENT
STATE. OF ARIZONA

bss
COUNTY OF MARICOPA

ON THIS DAY OF 2022, BEFORE ME, THE UNDERSIGNED, PERSONALLY APPEARED
WHO ACKNOWLEDGED SELF TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
INSTRUMENT WITHIN, AND WHO EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSES THEREIN CONTAINED.

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

NOTARY PUBLIC DATE

MY COMMISSION EXPIRES: 20_,

CHANDLER CROSSING 2ND AMENDED

A REPLAT OF LOTS IA THROUGH 4A CHANDLER CROSSING AMENDED,
AS RECORDED IN BOOK 1572 OF MAPS, PAGE 16, BEING A REPLAT OF
CHANDLER CROSSING, AS RECORDED IN BOOK 1283 OF MAPS, PAGE 13, BEING A REPLAT
OF SHOPPES AT CHANDLER HEIGHTS, AS RECORDED IN BOOK 1018 OF MAPS, PAGE 46,
MARICOPA COUNTY RECORDS, AND ALSO LOCATED WITHIN
A PORTION OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF
THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA.

]
! LOT 124
\ < NOT A PART
LOT 114 _
I =< =]
§
LOT 10A
1 —__
! SHEET 2
LOT 7A LOT 6A
—_
=
S| SHEET 3
4 LOT 8A
2
a
Zi LOT 1A
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N LOT 2A =
Ss
a! 5
<1 LOT 7A LOT 7A
CHANDLER HEIGHTS ROAD
KEY MAP
NIS
AREA SUMMARY TABLE
DESCRIPTION AREA (SF) | AREA (ACRES)
NET LOTS 1A-12A 578,154 13.2726
NEW R/W 0 0
NET AREA 578,154 13.2726
EXISTING RIGHT OF WAY 130,546 2.9969
GROSS AREA | — 708,700 16.2695

SHEET INDEX LEGAL DESCRIPTION

SHEET 1 - COVER SHEET LOTS 1 THROUGH 4 OF CHANDLER CROSSING, ACCORDING TO THE PLAT RECORDED IN BOOK 1283
SHEET 2-3 - PLAN SHEET OF MAPS, PAGE 13, RECORDS OF MARICOPA COUNTY, ARIZONA.

SURVEYOR: BASIS OF BEARINGS

CONSULTANT: THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 2 SOUTH RANGE 5 EAST.

EPS GROUP, INC.

1130 N. ALMA SCHOOL ROAD, SUITE 120
MESA, AZ 85201

TEL: (480)-503-2250

FAX: (480)-503-2258

CONTACT: ROBERT A. JOHNSTON, RLS

BASIS OF BEARINGS = NOO'33'08E (PER FINAL PLAT OF CHANDLER CROSSING AS RECORDED
THEREOF IN BOOK 1283 OF MAPS, PAGE 13, MCR.)

BENCHMARK

CITY OF CHANDLER DATUM POINT NUMBER SOA

NAVD 88 ELEV= 1210.67"

SECTION 21, 12S, RSE, 3” CITY OF CHANDLER BRASS CAP IN CONCRETE, FLUSH, AT THE POINT OF
CURVATURE ON SUNLAND DRIVE; 1200’ WEST OF ARIZONA AVENUE AND 800° NORTH OF CHANDLER
HEIGHTS ROAD, ACROSS FRO SOUTH ENTRY TO SCHOOL.

ocomuto ROAD
J weBele UD
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CHANDLER HETGTS ROAD
VICINITY MAP

GROSS/NET LOT AREAS:

LOT 1A: GROSS: 20,860 S.F. OR 0.4789 AC. NET: 20,860 S.F. OR 0.4789 AC.
LOT 2A: GROSS: 28,675 S.F. OR 0.6583 AC. NET: 28,675 S.F. OR 0.6583 AC.
LOT 3A: GROSS: 49,615 S.F. OR 1.1390 AC. NET: 36,438 S.F. OR 0.8365 AC.
LOT 4A: GROSS: 99,716 S.F. OR 2.2892 AC. NET: 99,716 S.F. OR 2.2892 AC.
LOT 5A: GROSS: 31,091 S.F. OR 0.7138 AC. NET: 31,091 S.F. OR 0.7138 AC.
LOT 6A: GROSS: 28,294 S.F. OR 0.6495 AC. NET: 28,294 S.F. OR 0.6495 AC.
LOT 7A: GROSS: 329,733 S.F. OR 7.5696 AC. NET: 212,364 S.F. OR 4.8752 AC.
LOT 8A: GROSS: 23,948 S.F. OR 0.5498 AC. NET: 23,948 S.F. OR 0.5498 AC.
LOT 9A: GROSS: 29,662 S.F. OR 0.6809 AC. NET: 29,662 S.F. OR 0.6809 AC.
LOT 10A: GROSS: 23,371 S.F. OR 0.5365 AC. NET: 23,371 S.F. OR 0.5365 AC.
LOT 11A: GROSS: 18,652 S.F. OR 0.4282 AC. NET: 18,652 S.F. OR 0.4282 AC.
LOT 12A: GROSS: 25,084 S.F. OR 0.5758 AC. NET: 25,084 S.F. OR 0.5758 AC.

4,

5.

6

7.

CERTI

GENERAL NOTES

CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, FENCES AND DRIVEWAYS. IN EASEMENTS FOR THE EXCLUSIVE USE OF
WATER, SANITARY SEWER, RECLAIMED WATER, OR ANY COMBINATION THEREOF, ONLY GROUND COVER AND BUSHES ARE ALLOWED TO BE PLANTED
WITHIN THE EASEMENT AREA. NO TREES ALLOWED.

VISIBILITY EASEMENT RESTRICTIONS: ANY OBJECT, WALL, STRUCTURE, MOUND OR LANDSCAPING (MATURE) OVER 24” IN HEIGHT IS NOT ALLOWED
WITHIN THE VISIBILITY EASEMENT EXCEPT TREES TRIMMED TO NOT LESS THAN 6’ ABOVE THE GROUND. TREES SHALL BE SPACED NOT LESS THAN
8° APART.

THE PERSON(S) HOLDING TITLE TO THE COMMON AREA TRACTS ("TITLEHOLDER(S)") SHALL BE RESPONSIBLE FOR IRRIGATION OF THE COMMON
AREA TRACTS. THE SOURCE OF IRRIGATION WATER FOR THE COMMON AREA TRACTS SHALL BE RECLAIMED WATER ("EFFLUENT"). BUT IF
RECLAIMED WATER IS UNAVAILABLE AT THE TIME CONSTRUCTION IN THE SUBDIVISION BEGINS, THE TITLEHOLDER(S) SHALL CAUSE THE COMMON
AREA TRACTS 10 BE IRRIGATED AND SUPPLIED WITH WATER, OTHER THAN SURFACE WATER FROM ANY IRRIGATION DISTRICT, THROUGH SOURCES
CONSISTENT WITH THE ARIZONA LAW AND THE RULES AND REGULATIONS OF THE ARIZONA DEPARTMENT OF WATER RESOURCES. ONCE EFFLUENT
OF THE QUANTITY AND QUALITY NEEDED TO SUPPORT SUCH COMMON AREA TRACTS IS AVAILABLE, THEN THE TITLEHOLDER(S) SHALL CAUSE
EFFLUENT TO BE USED TO IRRIGATE THE COMMON AREA TRACTS. AT SUCH TIME AS TITLE TO THE COMMON AREA TRACTS IS SOLD OR
OTHERWISE TRANSFERRED, IN WHOLE OR PART, WHETHER TO THE SUBDIVISION HOMEOWNERS ASSOCIATION OR TO SOME THIRD PARTY, THE
TITLEHOLDER(S) SHALL ALSO SELL OR TRANSFER, AT THE OPTION OF THE PARTY ACQUIRING TITLE THERETO, ANY WATER RIGHTS OR PERMITS
HELD BY OR IN THE NAME OF THE TITLEHOLDER(S) BENEFITING OR OTHERMSE APPLICABLE TO THE COMMON AREA TRACTS.

THE LOT OWNERS AND/OR PROPERTY OWNER’S ASSOCIATION WILL BE RESPONSIBLE FOR ALL WORK AND COSTS ASSOCIATED WITH THE
MAINTENANCE AND/OR RELOCATION OF SIGNS AND/OR SITE WALLS LOCATED IN DEDICATED CITY SEWER EASEMENTS IF FUTURE CONFLICTS OCCUR
DURING THE MAINTENANCE AND/OR REPLACEMENT OF PUBLIC LINES OR FACILITIES.

THE COMMON AREA OF THE PROJECT, AS DEFINED IN DOC NO. 2016-0005615, MARICOPA COUNTY RECORDS, IS ENCUMBERED BY EASEMENTS
FOR PARKING, PEDESTRIAN AND VEHICULAR TRAFFIC OF OWNERS, OCCUPANTS AND USERS, INGRESS AND EGRESS, PUBLIC AND PRIVATE UTILITIES,
DELIVERY AND SERVICE TRUCKS AND VEHICLES, AND OTHER USES. SEE DOCUMENT FOR PARTICULARS.

‘A SURVEY MARKER, (1/2” REBAR W/CAP #37495) WILL BE SET FOR THE PROPERTY CORNERS OF ALL LOTS AT COMPLETION OF MASS GRADING.

NO STRUCTURES OR VEGETATION OF ANY KIND THAT WOULD IMPEDE THE FLOW OF WATER THROUGH THE EASEMENTS MAY BE CONSTRCUTED,
PLANTED OR ALLOWED TO GROW WITHIN DRAINAGE EASEEMNTS.

CATION

THIS IS TO CERTIFY THAT IN MY OPINION ALL LOTS, PARCELS AND TRACTS SHOWN ON THIS PLAT CONFORMS TO GOOD LAND PLANNING POLICIES
AND ARE SUITABLE FOR THE PURPOSE FOR WHICH THEY ARE PLATTED.

DEVELOPMENT SERVICES DIRECTOR DATE

THIS IS TO CERTIFY THAT ALL ENGINEERING CONDITIONS AND REQUIREMENTS OF THE CITY CODE HAVE BEEN COMPLIED WITH AND THAT THIS
SUBDIVISION IS LOCATED WITHIN AN AREA DESIGNATED AS HAVING AN ASSURED WATER SUPPLY PURSUANT TO SECTION 45-576, ARIZONA REVISED

‘STATUTES.
CITY ENGINEER DATE
‘APPROVED BY THE COUNCIL OF THE CITY OF CHANDLER, ARIZONA, THIS DAY OF 2022.
BY:
MAYOR DATE
ATTEST:
CITY CLERK OATE

CERTIFICATION

THIS IS TO CERTIFY THAT THIS PLAT IS CORRECT AND ACCURATE AND THE MONUMENTS DESCRIBED HEREIN HAVE EITHER BEEN SET OR LOCATED
AS DESCRIBED TO THE BEST OF MY KNOWLEDGE AND BELIEF.

LAND SURVEYOR: ROBERT A. JOHNSTON, R.LS. NO. 37495
EPS GROUP, INC.

1130 N. ALMA SCHOOL ROAD, SUITE 120

MESA, AZ 85201

OWNER

THE SHOPPES AT CHANDLER HEIGHTS, LLC
3002 N. CAMPBELL AVENUE, SUITE #200
TUCSON, ARIZONA 85719

C/O STUART RAYBURN, PE

TEL: 480.598.0270

1130 N. Alma School Rd, Suite 120

Mesa, AZ 85201
:480.503.2250 | F:480.503.2258

GROUP www.epsgroupinc.com

CHANDLER CROSSING 2ND AMENDED
Re-Plat of

Project:

: STUGRCCDESIGNGROUP.COM

Jo

20-0791

Sheet No.

|
of 3

C.0.C. LOG NO. PL¥21-0056

Dwgs\Final_Re-Plat\20-0791_RE-PLAT.dwg

Jan 06, 2022 4:27pm_S:\Projects\2020\20-0791\Land_Surve

tprotonentis

CHANDLER CROSSING 2ND AMENDED LOT AREA
TABLE
A REPLAT OF LOTS IA THROUGH 4A CHANDLER CROSSING AMENDED, LoT # | AREA (SF) | AREA (AC)
LINE TABLE AS RECORDED IN BOOK 1572 OF MAPS, PAGE 16, BEING A REPLAT OF
CHANDLER CROSSING, AS RECORDED IN BOOK 1283 OF MAPS, PAGE 13, BEING A REPLAT wf 7860 | 04788
WEST QUARTER CORNER
SECTION 22 1.25, RSE, UNE | _BEARING _| LENGTH OF SHOPPES AT CHANDLER HEIGHTS, AS RECORDED IN BOOK 1018 OF MAPS, PAGE 46, 2a | 28675 | 0.6585
Sees che Aust Li NoO'sS'05"E | 7.49" MARICOPA COUNTY RECORDS, AND ALSO LOCATED WITHIN 3A | 488 |_ 0.8365
\2 | s9'26'52"E | 42.50" A PORTION OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF 4a_| 99,716 | 2.2892
L3_ | Noo33‘08"e | 20.00" THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA. sa | 3100 | 0.7138
! U4 | sg9'26'52"e | 46.77" 6a | 28,294 | 0.6495
| Ls | seo'3o'28"e | 46.08" Tract "y" 7a | 212,364 | 4.8752
so sa | 23,948 | 0.5498
bed 67 )
IE . (NOT A PART)
iz R/W FOUND 1/2" REBAR ga | 23,662 | 0.6809
” FOUND 1/2” REBAR W/TAG AWLS 45377 10A | 23,371 0.5365
NOT FOUND. FOUND 1/2” REBAR war's eos W/TAG AWLS 45377 Sf
VA | W/TAG AWLS 45377 neott's7'E 719.62" ata | 18652 | 0.4282
Nagit’57"E 71.02 | gf gg eee + ae we7T | 12a | 25,084 | 0.5758
; f 45.02"
\ j SET 1/2" REBAR
md W/CAP RLS 37495
x
| kb
| 8 . LEGEND
j s —
! : & 2 Ea iG} SECTION CORNER AS NOTED
' a 8 e MONUMENT AS NOTED OR TO BE SET
aie 2 2 MCR. MARICOPA COUNTY RECORDER
! a Ay R/W RIGHT OF WAY
j 2 LOT I2A 2 PUE PUBLIC UTILITY EASEMENT
8 PUE : 3 3 BSE BUS SHELTER EASEMENT
] BOOK 1018 OF MAPS,—=f} = Py 8 og DRAINAGE EASEMENT
| PAGE 46, MCR q = SE SEWER EASEMENT
j SWE SIDEWALK EASEMENT
] |__SVI PER 800K 1018 OF VNAE VEHICULAR NON ACCESS EASEMENT
j MAPS, PAGE 46, MCR USL LANDSCAPE. SETBACK LINE
" ! BSL BUILDING SETBACK LINE
=| 800K 20F => j
ROAD MAPS, j SET PK NAIL & SET PK NAIL & oc DOCUMENT
1 WASHER RLS 437495 wasnin me povase ox Docker
PG PAGE
7 R/W ‘$89°26'45"E 186.52" T TOWNSHIP
[-———800k 1018 PE —F , R RANGE
46, MCR y LOT 7A N NORTH
\ : S8926'45"E _ 186.52 E ast
| j ~ W T
Le I! SET PK NAIL & a BOUNDARY LINE
! WASHER RLS #37495 5) *
BOOK 1283 OF MAPS,—=tte_| ‘ SET PK NAIL & LOT 6 & POR} = PROPERTY LINE
PAGE 13, MCR WASHER RLS #57495 s| iL PLAT FOR "SHOPPES AT CHAI 8
1 j a BOOK 1018 OF MAPS, PAGE 46, MCR. ——- —_- SENTERUNE
| 8 PUE j - | (NOT A Pi EASEMENT LINE
BOOK 1018 OF MAPS,—lf 3 2 TO
| PAGE 46, MCR j g LOT IIA 3 ADJACENT PROPERTY UNE
i EASEMENT NOTES:
34’ R/W EASEMENT TF
BOOK 265 OF DEEDS,—= ft fo. WER DISTRIBUTION EASEMENT ‘SUBJECT TO AN EASEMENT TO SOUTHWEST GAS, 8° WIDE PER
PAGE 91, MCR j . OC. 2016-0159884, MCR DOC. NO. 2008-1034629, MCR. LOCATION UNDEFINED.
: Fe 8 SUBJECT TO AN EASEMENT TO SOUTHWEST GAS, 8° WIDE PER
w iy $89'26'51"E 186.52 S DOC. NO. 2016-0223210, MCR. LOCATION UNDEFINED.
3 ws
& 83, i 8 6B SUBJECT TO AN EASEMENT ACROSS THE SUBJECT PROPERTY
S es. cai < 3 SET PK NAIL & SET PK NAIL & FOR EXISTING QWEST COMMUNICATION FACILITIES PER DOC. NO.
< Be 2 NG 5 WASHER RLS #37495 WASHER RLS 37495 3 2009-0012810 MCR. SEE DOCUMENT FOR PARTICULARS.
fous wf oe S
Z SEIS ee! SUBJECT TO A TEMPORARY CONSTRUCTION EASEMENT FOR
0 23 3B a MEDIAN IMPROVEMENTS PER DOC. NO. 2016-0356819, MCR
N 83 SB} LOCATION UNDEFINED.
ma | i LOT 7A
< |
| j 1 3 we
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: Fe LOT 10A £ 38
j S85
| 20’ SE j secs
| BOOK 1018 OF MAPS, = _ se <
PAGE 46, MCR . FOUND NAIL W/TAG AWLS BSS
— SET 1/2" REBAR _ ASST) IN A Foote Fa S 30 60
j SET 1/2" REBAR W/CAP RLS 37495 S Ng9'26'41"W . 378.67" eS scale "ect
| W/CAP RLS 37495, SET PK NAIL & a ss
! WASHER RLS #37495: ~ B 199.95" ! am
Jl / nee old a FOUND 1/2” REBAR q =X
5° TELEPHONE & : SBT26SPE 13645" wigor'é z W/CAP RLS 21071 SET PK NAIL & | 28
TELEGRAPH = WASHER RLS #37495 | “
FACILITIES —} bh |
EASEMENT
SVT PER BOOK 1018 OF | 1’ VNAE
MAPS, PAGE 46, MCR LOT 7A bt BOOK 1572 OF MAPS,
5x5’ WLE PER BOOK 1283 5 * PO} E | PAGE 16, MCR
‘ Ea] 8' POWER DISTRIBUTION EASEMENT ]
OF MAPS, PAGE 13, MCR a =| DOC. 2016-0139884, R me .
$89'26'52"E 236.55 i 8 LOT 6A “|
] LOT 7A 5
1” VNAE SET 1/2" REBAR SET 1/2" REBAR 2 | eg \
00K 1283 OF MAPS, lef 4 : W/CAP RLS 37495 Ss
BOOK 1285, OF MAPS, W/cAP RLS 37495 8' POWER DISTRIBUTION EASEMENT > Je —1
: DOC. 2016-0139884, MCR 3 |
4° SWE 7 \e
BOOK 1018 OF MAPS,--4 » FOUND PK NAIL & 13
PAGE 46, MCR S WASHER RLS #21071 SET PK NAIL & a 15
| LOT 9A B ‘ WASHER RLS 457496 Myoeais on |
s00K 1at8 OF nes, B 2 200.8 2oote
}0OK 101: Sp S SET PK NAIL & $89'26'35"E 400.58" ’
PACE 46, j sg WASHER RLS #37495 LOT 4A ;
eee eee eee eee eee ee

1130 N. Alma School Rd, Suite 120

Mesa, AZ 85201
:480.503.2250 | F:480.503.2258

GROUP www.epsgroupinc.com

CHANDLER CROSSING 2ND AMENDED
Re-Plat of

Project:

MATCH SHEET 3

Job’

20-0791

Sheet No.

2
of 3

C.0.C. LOG NO. PL¥21-0056

Dwgs\Final_Re-Plat\20-0791_RE-PLAT.dwg

Jan _06, 2022 4:27pm_S:\Projects\2020\20-0791\Land_Surve

CHANDLER CROSSING 2ND AMENDED 28
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A REPLAT OF LOTS IA THROUGH 4A CHANDLER CROSSING AMENDED, a ge
AS RECORDED IN BOOK 1572 OF MAPS, PAGE 16, BEING A REPLAT OF 2 3s
CHANDLER CROSSING, AS RECORDED IN BOOK 1283 OF MAPS, PAGE 13, BEING A REPLAT 53 as
OF SHOPPES AT CHANDLER HEIGHTS, AS RECORDED IN BOOK 1018 OF MAPS, PAGE 46, ee ae
MARICOPA COUNTY RECORDS, AND ALSO LOCATED WITHIN Se Re
7 oF
A PORTION OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF ae 3:
THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA. aE rs
MATCH SHEET 2 MATCH SHEET 2 a
———— Se eee ee Ee ee ee ee ee Ee ee EE EE Ee Ee Pe eee ee eB BE eB ee eB eB Be eB BE ee BE BE ee ee eB eB ee ee ee ee = =
| g SET PK NAIL & o
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ROAD MAPS, si ‘9 SET PK NAIL & 2 13 (NOT A PART)
PAGE 15, MCR Bh i WASHER RLS #37495 ip 13 7)
3: 3B SET PK NAIL & on ie
1 x 2 WASHER RLS me |
7 R/W | }
/++——-800k 1018 Ps ——=. 5
46, MCR | a q LEGEND
an j Re 8 POWER DISTRIBUTION EASEMENT ScT PR NAIL & 5 5 ee
1 VNAE ! & Doe aie ofseeed en WASHER RLS 437495 5 iG} SECTION CORNER AS NOTED a
BOOK 1283 OF MAPS,—j-—— s LOT 8A “ + MCF e LOT 4A x e MONUMENT AS NOTED OR TO BE SET
1 PAGE 13, MCR j 3S “ MCR. MARICOPA COUNTY RECORDER a)
! ‘SET PK NAIL & R/W RIGHT OF WAY Z
FOUND 1/2" REBAR |! WASHER RLS #37495, | PUE PUBLIC UTILITY EASEMENT o
W/TAG AWS 45377} SET PK NAL & ae B | BSE BUS SHELTER EASEMENT =
50" TA WASHER RLS #37495, Fad * | og DRAINAGE EASEMENT
$89°26'52°E 4.00'+//'} # WASHER RLS #57495 8 7 | SE ‘SEWER EASEMENT =?
FOUND 1/2" REBAR q SET PK NAIL & FOUND PK NAIL & 3| } SWE SIDEWALK EASEMENT
I W/TAG AWLS 45377 : ‘ WASHER RLS. 457495 WASHER RLS 421071 | VNAE VEHICULAR NON ACCESS EASEMENT a
\ 75" Fs USL LANDSCAPE. SETBACK LINE
7S RW SVT PER BOOK 1018 OF SAN SSE 1610" 8 8' POWER DISTRIBUTION EASEMENT | BSL BUILDING SETBACK LINE Zz
>——800K 1018 PG. MAPS, PAGE 46, MCR SET PK NAIL & 3 DOC. 2016-0159884, MCR ' oc DOCUMENT N =
46, MCR LOT 7A WASHER RLS 437495 8 | OKT DOCKET Fae)
939°26'52" 3.18" | 8K BOOK Os vw
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WASHER RLS #21071 i . —|/—
| | R RANGE wD Fa
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BOOK 265 OF DEEDS, |i 5 aS son ] W T [ava
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w igh r= SET 1/2" REBAR as WASHER RLS #21071 WASHER RLS #37495 FOUND PK NAIL & WASHER | Ww
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az @= bok Ie bc 282 S WaonER fa pier! FOUND PK NAIL & | SUBKECT 10 AN EASEMENT TO SOUTHWEST cas, 8 woe per || J
< | SET PK NAIL & S| WASHER RLS #21071 | DOC. NO. 2008-1034629, MCR. LOCATION UNDEFINED.
46, MCR I WASHER RLS 437495 Bla ww
BP tS epuCy ! + 3 LOT 5A 3 ‘SUBJECT TO AN EASEMENT TO SOUTHWEST GAS, 8° WIDE PER
5° TELEPHONE & q Fa . a <¢ 8 DOC. NO. 2016-0223210, MCR. LOCATION UNDEFINED.
TELEGRAPH q 3 | bE ‘SET PK NAIL & ]
FACILITIES _ : g 20 WASHER RLS #57495 | SUBJECT TO AN EASEMENT ACROSS THE SUBJECT PROPERTY
SEMENT 5 > a g FOR EXISTING QWEST COMMUNICATION FACILITIES PER DOC. NO.
OKT. 118, | 3 ro S 8 i 2009-0012810 MCR. SEE DOCUMENT FOR PARTICULARS.
PAGE 355, MCR ] B 3 2 3 |
' Lng j = 3 a | SUBJECT TO A TEMPORARY CONSTRUCTION EASEMENT FOR
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GE 46, MCR ] i
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AGE 13, MC SETPKNAL& DOC. 2016-0139884, MCR &
j ag! WASHER RLS 437495 ¢ 2016-015 MCR ]
q 30'x30" SIGHT VISIBILITY EASEMENT WASHER RLS #37495 1 WNAE |
qj BOOK 1018 OF MAPS, PAGE 46, MCR —_ . -48'93"t o VNAE |
j $89°26'52"E__ 146.00" ‘SO'ASOS"E 4.00! BOOK 1572 OF MAPS,--— /
; : 4 PAGE 16, MCR | FOUND 1/2” REBAR
I FOUND 1/2” REBAR FOUND 1/2” REBAR FOUND PK NAIL & FOUND 1/2” REBAR FOUND PK NAIL & : ]
i W/TAG AWLS 45377 W/CAP RLS 21071 LOT 7A WASHER RLS 421071 W/CAP RLS 21071 WASHER RLS 421071 | W/TAG AWLS 45377
S naire 232.834 — - —- — —— -
soon 7 ‘ to 278.669 2157.69 te _ a =
s4507'28°E 27.95 Noi eee tee —— Ya, sevirs7W 390.52 '
i] s8911'57"W 305.00" FOUND 1/2" REBAR '
¢ W/CAP RLS 21071 | \
1 = A wy 8
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ZnS S2 W/TAG AWLS 45377 F237 " : 25S Sy ‘=
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_ a — 2 bm - ~~ N@Q"1'57"E 2647.52"
CHANDLER HEIGHTS ROAD. 2 NOT FOUND.
SOUTHWEST QUARTER “ SOUTH QUARTER CORNER Sheet No.
SECTION 22 T.2S., R.5E., 2 SECTION 22 T.2S., R.5E., 3
FOUND BRASS CAP IN a FOUND MARICOPA COUNTY
HAND HOLE wo HIGHWAY DEPARTMENT
& BRASS CAP IN HAND HOLE of 3
=

tprotonentis

C.0.C. LOG NO. PL%21-0056