Final Plat

City of Chandler — Regular Meeting (2022-04-14)

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Mar 25, 2022 8:05am Si\Projects\2019\19—O022\Legal Survey\Dwgs\ 19-0022 Final Plat.awg

Tprotonentis

DEDICATION

STATE OF ARIZONA }
JSS.
COUNTY OF MARICOPA

KNOW ALL MEN BY THESE PRESENTS:

THAT TRI POINTE HOMES ARIZONA 91, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS OWNER, HEREBY
PUBLISHES THIS FINAL PLAT OF "TREELAND”, SITUATED IN A PORTION OF THE NORTHWEST QUARTER OF
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA
COUNTY, ARIZONA, AS SHOWN 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 IT RESPECTIVELY.

OWNER HEREBY DEDICATES TO THE CITY OF CHANDLER THE RIGHT OF WAY FOR CHANDLER HEIGHTS ROAD,
122ND STREET AND 124TH STREET AS SHOWN ON THIS PLAT.

EASEMENTS ARE DEDICATED AS SHOWN ON THIS PLAT. 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 ALL PRIVATE
STREETS TO THE CITY OF CHANDLER AS DESIGNATED ON THIS PLAT.

OWNER HEREBY DEDICATES TO THE CITY OF CHANDLER A WATER EASEMENT ACROSS THOSE AREAS
DEPICTED AS SUCH HEREON FOR THE INSTALLATION, MAINTENANCE, REPAIR AND REMOVAL OF WATER LINES
AND FACILITIES.

TRACTS A THROUGH |, INCLUSIVE, ARE NOT DEDICATED TO THE PUBLIC, BUT ARE PLATTED AS COMMON
PROPERTY FOR THE USE AND ENJOYMENT OF THE TREELAND COMMUNITY ASSOCIATION, AN ARIZONA
NON-PROFIT CORPORATION AS MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS.

TRACT PS IS HEREBY DECLARED A PRIVATE STREET FOR INGRESS/EGRESS TO AND FROM EACH LOT BY
THE OWNER THEREOF AND ITS INVITEES, CONTRACTORS, EMPLOYEES, AGENTS, AND GUEST. OWNER GRANTS
TO THE CITY OF CHANDLER AN EASEMENT OVER, UNDER, THROUGH AND ACROSS TRACT PS FOR (1) THE
INSTALLATION, OPERATION AND FURNISHING OF MAINTENANCE OF PUBLIC UTILITY LINES AND FACILITIES,
INCLUDING, WITHOUT LIMITATION, ELECTRICITY, GAS, TELEPHONE, CABLE TV, PUBLIC WATER AND PUBLIC
SEWER LINES, AND (2) INGRESS AND EGRESS FOR THE OPERATION AND MAINTENANCE OF SUCH UTILITIES,
AND FOR TRASH REMOVAL. A BLANKET EMERGENCY VEHICULAR ACCESS EASEMENT, DRAINAGE EASEMENT,
PEDESTRIAN ACCESS EASEMENT AND VEHICULAR ACCESS EASEMENT IS HEREBY DEDICATED TO THE CITY OF
CHANDLER OVER TRACT PS.

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

ALL PROPERTY, AMENITIES AND FACILITIES PROPOSED TO BE MAINTAINED BY THE HOMEOWNERS
ASSOCIATION ARE HEREWITH PLATTED AS COMMON PROPERTY WITH AN UNDIVIDED INTEREST OWNED IN
COMMON BY EACH LOT OWNER.

IN WITNESS WHEREOF: TRI POINTE HOMES ARIZONA 91, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS
OWNER HAS HEREUNTO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE
SIGNATURE OF THE UNDERSIGNED PERSON THEREUNTO DULY AUTHORIZED THIS DAY OF

2022.

BY:

Ms:

ACKNOWLEDGMENT

STATE OF ARIZONA 3
JSS.
COUNTY OF MARICOPA}

ON THIS THE 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, | HEREUNTO SET FORTH MY HAND AND OFFICIAL SEAL.

NOTARY PUBLIC

MY COMMISSION EXPIRES:

KEY MAP

CHANDIER HEIGHTS 2OAn.

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35

TREELAND

A FINAL PLAT OF
A PORTION OF NORTHWEST QUARTER OF
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE
GILA AND SALT RIVER MERIDIAN
CITY OF CHANDLER, MARICOPA COUNTY, ARIZONA

LEGAL DESCRIPTION

‘A PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:

BEGINNING AT A CITY OF CHANDLER BRASS CAP IN HAND HOLE AT THE NORTH QUARTER CORNER OF
SAID SECTION 26, FROM WHICH A CITY OF CHANDLER BRASS CAP IN HAND HOLE AT THE NORTHWEST
CORNER OF SAID SECTION 26 BEARS SOUTH 89 DEGREES 59 MINUTES 03 SECONDS WEST (BASIS OF
BEARING), 2656.61 FEET;

THENCE SOUTH 0 DEGREES 55 MINUTES 33 SECONDS WEST, 992.25 FEET;
THENCE SOUTH 89 DEGREES 59 MINUTES 28 SECONDS WEST, 1327.89 FEET;
THENCE NORTH 0 DEGREES 54 MINUTES 08 SECONDS EAST, 661.39 FEET;
THENCE NORTH 89 DEGREES 59 MINUTES 11 SECONDS EAST, 332.04 FEET;
THENCE NORTH 0 DEGREES 54 MINUTES 29 SECONDS EAST, 330.71 FEET;

THENCE NORTH 89 DEGREES 59 MINUTES 03 SECONDS EAST, 996.23 FEET TO THE POINT OF BEGINNING.

TITLE REPORT LEGAL DESCRIPTION

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA, STATE OF ARIZONA,
AND IS DESCRIBED AS FOLLOWS:

PARCEL NO. 1

THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA.

PARCEL NO. 2

THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5S EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA;

EXCEPT THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER
BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA; AND

EXCEPT THE NORTH 33 FEET.

EXCEPT THEREFROM THAT PORTION CONVEYED TO CITY OF CHANDLER, AN ARIZONA MUNICIPAL
CORPORATION, BY GENERAL WARRANTY DEED RECORDED JULY 09, 2020 AS 2020-0609851 OF OFFICIAL
RECORDS.

PARCEL NO. 3

THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST, OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA.

LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE
WITH FILE NO. NCS-941242-PHX1, HAVING AN EFFECTIVE DATE OF AUGUST 31, 2021.

LEGEND
{© FND MON. IN HANDHOLE AS NOTED PUE PUBLIC UTILITY EASEMENT
@ — SET BRASS CAP FLUSH SVE 30°X30" SIGHT VISIBILITY EASEMENT
‘© IRON PIPE AS NOTED SDE SIDEWALK EASEMENT
@ — FND MON. AS NOTED \VNAE VEHICULAR NON-ACCESS EASEMENT
© SET REBAR & CAP, RLS 37495, RWCD ROOSEVELT WATER CONSERVATION DISTRICT
UNLESS OTHERWISE NOTED IRR IRRIGATION
FND FOUND WE WATER EASEMENT
MON. MONUMENT ESMT EASEMENT

BCHH BRASS CAP IN HAND HOLE
BCF BRASS CAP FLUSH

BOUNDARY LINE

NOTES

1. 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 ARE ALLOWED.

2. 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 TO 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
THE 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 COMMON
‘AREA TRACTS, AT SUCH TIME AS TITLE TO THE COMMON AREA TRACTS IS SOLD OR OTHERWISE
TRANSFERRED, IN WHOLE OR IN 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 OTHERWISE APPLICABLE TO THE COMMON AREA TRACTS.

3. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, FENCES AND DRIVEWAYS.

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

5. ALL UTILITIES AND ELECTRIC LINES ARE TO BE INSTALLED UNDERGROUND.
6. THESE PRIVATE STREETS WILL REMAIN PRIVATE AND WILL NEVER CONVERT TO PUBLIC OWNERSHIP.

7. IN EASEMENTS FOR THE EXCLUSIVE USE OF WATER, SANITARY SEWER OR BOTH, ONLY GROUND COVER
AND BUSHES ARE ALLOWED TO BE PLANTED WITHIN THE EASEMENT AREA. NO TREES ARE ALLOWED.

8. ALL TRACTS WILL NOT BE CONVEYED TO THE CITY OF CHANDLER AND ALL COMMON PROPERTY SHALL
BE IMPROVED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY OF CHANDLER AND SHALL BE
CONVEYED BY WARRANTY (OR SPECIAL WARRANTY) DEED TO THE COMMUNITY ASSOCIATION. THE
TREELAND COMMUNITY ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE COMMON
PROPERTY.

9. 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.

10. PROPERTY CORNERS SHALL BE SET WITH 1/2” REBAR & CAP BEARING THE REGISTRATION NUMBER
OF THE SURVEYOR RESPONSIBLE FOR THERE PLACEMENT UNLESS OTHERWISE NOTED HEREON.
PROPERTY CORNERS TO BE SET AT COMPLETION OF MASS GRADING,

11, 124TH STREET MAINTENANCE. DEVELOPER AND ITS SUCCESSORS AND ASSIGNS ARE RESPONSIBLE FOR
AND MUST PRESERVE AND MAINTAIN THE NORTH AND SOUTH SEGMENT IMPROVEMENTS LOCATED
WITHIN THE SOUTH SEGMENT RIGHT OF WAY AT THE DEVELOPER'S, SUCCESSORS’, AND ASSIGNS’ SOLE
COST (COLLECTIVELY, "SOUTH SEGMENT ROW MAINTENANCE”). THE SOUTH SEGMENT ROW MAINTENANCE
INCLUDES, BUT IS NOT LIMITED TO: (|) THE MAINTENANCE IN GOOD CONDITION FOR ALL INTENDED
PURPOSES ALL BARRIERS APPROVED BY THE CITY, STORMWATER INFRASTRUCTURE, AND IRRIGATION
IMPROVEMENTS; (II) REMOVAL OF ANY DEBRIS, RUBBISH, WEEDS, OR TRASH, (Ill) TRIMMING PRUNING,
MOWING, AND GENERAL MAINTENANCE OF ANY TREES, BUSHES, LAWNS, OR OTHER LANDSCAPING, AND
(IV) VECTOR, PEST, AND DUST CONTROL AS NECESSARY TO PRESERVE AND MAINTAIN PUBLIC HEALTH
‘AND SAFETY. MAINTENANCE OF THE SOUTH SEGMENT ROW BY DEVELOPER, ITS SUCCESSORS, AND
ASSIGNS MUST CONTINUE AND REMAIN IN EFFECT UNTIL THE REMAINING SOUTH SEGMENT
IMPROVEMENTS ARE CONSTRUCTED AND ACCEPTED BY THE CITY.

COMMUNITY ASSOCIATION RATIFICATION

BY RATIFICATION OF
ACKNOWLEDGES THE RESPONSIBILITIES IDENTIFIED HEREON.

DULY ELECTED

LOT LINE
SECTION LINE

BC BRASS CAP

IP IRON PIPE
‘SFNF SEARCHED FOR NOT FOUND
MCR MARICOPA COUNTY RECORDER
DOC. DOCUMENT

MID-SECTION LINE
QUARTER-SECTION LINE

DKT. DOCKET CENTER LINE ROAD
Bk. BOOK EXISTING R/W
PG. PAGE

EASEMENT LINE

R/W_ RIGHT OF WAY
P/S PRIVATE STREET
CWE COMMON WALL EASEMENT

WATER EASEMENT DETAIL

SIGNATURE DATE
ACKNOWLEDGMENT
STATE OF ARIZONA | ss

COUNTY OF MARICOPA }

ON THIS THE DAY OF 2022, BEFORE ME, THE UNDERSIGNED
PERSONALLY APPEARED SS, 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, | HEREUNTO SET FORTH MY HAND AND OFFICIAL SEAL.

NOTARY PUBLIC

MY COMMISSION EXPIRES:

—— iy

OWNER/DEVELOPER

TRI POINTE HOMES ARIZONA 91, LLC
15279 N. SCOTTSDALE ROAD

SUITE 300

SCOTTSDALE, ARIZONA 85254

TEL: (480) 346-2686

CONTACT: JASON WEBER

EMAIL: JASON.WEBER@TRIPOINTEHOMES.COM

ENGINEER

EPS GROUP, INC.

CHANDLER HEIGHTS ROAD
I J 2

1130 N. ALMA SCHOOL ROAD SEC. 26
SUITE 120 12S, RSE.
MESA, ARIZONA 85201 VICINITY MAP.

TEL: (480) 503-2250
CONTACT: ERIC WINTERS, PE
EMAIL: ERIC.WINTERS@EPSGROUPINC.COM

SHEET INDEX SITE DATA

COVER, NOTES, DEDICATION, SITE ZONING

DATA, BASIS OF BEARING, LEGAL NUMBER OF LOTS
DESCRIPTION & CERTIFICATIONS NUMBER OF TRACTS 10
LOT AREA PER
DWELLING UNIT

PAD (RESIDENTIAL)
86

2-3 PLAT MAP 7997 SF/DU

4 PLAT MAP & LOT TABLE, TRACT
TABLE & RIGHT OF WAY TABLE

LOT AREA 15.7888 ACRES
OPEN SPACE AREA 5.0492 ACRES
PRIVATE ROADWAY 4.2597 ACRES
PUBLIC RIGHT OF WAY 2.6278 ACRES
TOTAL AREA 27.7255 ACRES:

5 PLAT MAP, LINE AND CURVE
TABLE & WATER EASEMENT DETAILS

BASIS OF BEARINGS

THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF
THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN ON RECORD OF SURVEY
VACANT LAND, VIA DE ARBOLES & 124TH STREET CHANDLER AZ, RECORDED AS BOOK 1373, PAGE 44,
MARICOPA COUNTY RECORDS.

THE BEARING OF WHICH IS:

NORTH 89 DEGREES 59 MINUTES 03 SECONDS EAST

APPROVALS

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

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 DATE
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.

DATE OF PLAT OR MAP: March 25, 2022 (REVISED MARCH 25, 2022)

ROBERT A. JOHNSTON

EPS GROUP INC.

1130 N. ALMA SCHOOL RD.
SUITE 120

MESA, AZ 85201
480-503-2250

REGISTRATION NO. 37495

NOTE:

ARS, 32-151 STATES THAT THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" BY A PERSON OR
FIRM THAT IS REGISTERED OR CERTIFIED BY THE BOARD IS AN EXPRESSION OF PROFESSIONAL OPINION
REGARDING FACTS OR FINDINGS THAT ARE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE AN
EXPRESS OR IMPLIED WARRANTY OR GUARANTEE.

| 2 t

) WATER EASEMENT DETAIL

(2 WATER EASEMENT DETAIL

( WATER EASEMENT DETAIL

€.0.C. LOG NO. PLT21-0017

1130 N. Alma School Rd, Suite 120
:480.503.2250 | F:480.835.1799
www.epsgroupinc.com

Mesa, AZ 85201

GROUP

TREELAND
FINAL PLAT

Project:

Revisions:

(_)

Sheet No.

|
of 5

Mar 25, 2022 8:11am S:\Projects\2019\19—O022\Legal Survey\Dwgs\ 19-0022 Final Plat.awg

Tprotonentis

TREELAND a8
S Bo
A FINAL PLAT OF LEGEND 2 85
A PORTION OF NORTHWEST QUARTER OF (| _FND MON. IN HANDHOLE AS NOTED 2. =e
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE © SET BRASS CAP FLUSH ee 2
CHANDLER HEIGHTS. ESTATES 3 © IRON PIPE AS NOTED Ee ae
GILA AND SALT RIVER MERIDIAN c © FND MON. AS NOTED Se Re
(CITY OF CHANDLER) oa gt
CITY OF CHANDLER, MARICOPA COUNTY, ARIZONA © SET REBAR & CAP, RLS 37495, RY Bs
ee ee ee UNLESS OTHERWISE NOTED BEES
~~ a ——— a FND FOUND a
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— -- — Tees -- -- re — — i N89°59'03"E_ 996.23" SFNF SEARCHED FOR NOT FOUND ?
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C.0.C. LOG NO. PLT21-0017

Mar 25, 2022 8:06am S:\Projects\2019\19—O022\Legal Survey\Dwgs\ 19-0022 Final Plat.awg

Tprotonentis

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TREELAND ae
—__— & 8e
A FINAL PLAT OF = gs
3 fe
A PORTION OF NORTHWEST QUARTER OF 8S 25
en Ne
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE LEGEND E® ga
Ngo
LEGEND 2 Re
GILA AND SALT RIVER MERIDIAN IFAD WON, IN HANOHOLE AS NOTED 203s
CITY OF CHANDLER, MARICOPA COUNTY, ARIZONA © SET BRASS CHP FLUSH Be gs
W CHANDLER JUNO! IRON PIPE AS NOTED
CHANDLER HEIGHTS. ESTATES 3 I APN: 50-45-0066 | NEW CHANDLER UMOR HIGH/ ° FND MON, AS NOTED a
BK 487, PC 2, MCR | KEMPSTER REVOCABLE TRUST BK 654, PG 15, MOR >
(CITY OF CHANDLER) (MARICOPA COUNTY) TINY OF CHMLER) © SET REBAR & CAP, RLS 37495, —
CHANEL UNLESS OTHERWISE NOTED =
FND FOUND o
ee a a ee oe ae --- --- --- ~ MON. MONUMENT
BCHH BRASS CAP IN HAND HOLE
BCF BRASS CAP FLUSH ?
NORTH QUARTER CORNER BC BRASS CAP
SECTION 26, 12S, R5E
'$89°59'03"W 2656.61" (BASIS OF BEARING) FOUND CITY OF CHANDLER BCHH IP IRON PIPE
— ; POINT OF BEGINNING SFNF SEARCHED FOR NOT FOUND =>
N89°59°03"E_996.23' | a _— a MCR MARICOPA COUNTY RECORDER
485.86 Faia 510.37" F DOC. DOCUMENT
8 CHANDLER HEIGHTS ROAD OKT. DOCKET
>A 8 8 4 22 ee 8 8 a DR _ ~_4 a BK. BOOK
——2e t Se 2S PG. PAGE
4 i R/W RIGHT OF WAY
LO © sags’ i _™t~—“—s™S™S™~C~C~C~CCO”CSYCCS OT ay ove PuBLic UTILITY EASEMENT
705.00 7 O1ae 7 Zp 30X30" SIGHT VISIBILITY EASEMENT
: TRAE a re | | eo aw 4 Sg SDE SIDEWALK EASEMENT
29, 1229 LE $89°59'28"W _260.00 =e ----1--1- 5777 | oenenen RB VNAE VEHICULAR NON-ACCESS EASEMENT
=I “or | ova rt = a 2 3s 1] eon => RWCD ROOSEVELT WATER CONSERVATION DISTRICT
| \f s |g = 2) 885 3 & g li IRR IRRIGATION
ome w Lf-8 PE S |a8 a) & RS 5 BESS cacti |! WE WATER EASEMENT
z at PR] 5 3§ 8 885 5 ' ESMT EASEMENT a $ be
a | a lz st ENE 8 8 8 ogss 7 cur esur re nomy | | P/S  PRNATE STREET Ze 4
= | ols sot gs ws z TT OR , =
= wwe aes of /Z 7 le 8 7 9 » 10 w i b-18827, WOR i” | sy pony esir CWE COMMON WALL EASEMENT 4 gO
“u 6 gee 25 5 15 5 iS & 5 PRUATE RRGATON EsUT —~, 1 00 2005-138228, UCR (®)_ WATER EASEMENT DETAIL mo a4
i (5 bei 8 3 8 5 wo’ roomy eur | | BOUNDARY LINE wm <x
a Ww ry =i = s r= s Zz
s wie =| 28} B B B : a L=12.03" 200 2005-138228, mcr TT] 7 LOT LINE x HZ
3 se] & (2 3| FAI on ee oe ' APH: 303~54-030E Fe iL
‘I g 2 r04'27"E_ 111.00" ' LARAMIE LAND HOLDINGS LLC SECTION LINE
us ws boty * 7] cee . 7 | (MARICOPA COUNTY) a —
/s 1 PS } S -+ 5565.01 — 4] fF = = -59.22= = SH | ! MIDSECTION LINE
a T T seu i 3|! in wae ene QUARTER-SECTION LINE
Be esgo | 1et054t @& CHERRYWOOD PLACE if wemer 2) LL OKT TI, PG 621, MeR CENTER LINE ROAD
a3" 7 16 pat —— — Tae = 7 —_—_
95'08'53°W_¢ ——— a a TRACT PS Se ere EXISTING R/W
196.468 oe Ba | I
T oe . <o N8g'04'27"W 120.70" It —f ——_ aE & PE EASEMENT LINE
4 196.46 6S == =A as | oage' | DAT INT, PCB WR RR
M2 ==>==---- | L=24, —
+> “te I L *s Ss al
at . = 3 5 12 |e
ae 3 E 3 a i |e ,
ey le Ss y \ ! i N89'04'27"W 125.00" |
Ss We S B ' i yi Revisions:
a 3 = S 1 v1
| lS 8 8 | 3 ef
= 3 8 3 3
3 }” WL |e 8 13 3}
e ye | if
| L3t : | b
1 We | Velde, 1 Wee 5
wt 58.14" 36.12" ssosoze'w /8/8 Sib ' wis.
'$88°38'31"W $89°37'19"W — L30 60.15" IBS g| = 1 N89°04'27"W 125.00" i fe 3 r=
62.26" 37.67 sme TG |. li fga |? $
TRACT E | B11 3 2 N APN: 50354-0500
j . re I 5 3 14 8) 1S El LE > | eine vino naones uc
: lo 8 3 , =]! be Ss}! ze [8 8 (WARICOPA COUNTY)
1 NE is g g W RAT SP, | 1 in a [2 3
z |= s S Sie] = | Sy |e ji} 7 fe s
Zz & = 52 = 2} 2 t 1. 3”
> 8 ie 53 OE S = = ' N89‘04'27°'W 125.00" 13 B
4 iS lS = 8 en | 4-3 SDE 18
9: lS 8 8 ' 3 ol?
ces 2 2 as s| , 3
Z » 4 Ps + 13° TRACT Sb
™m y= A 23.70) v | JZ
nw Te T | N89"04'27"W 125.00" yt
\ fi
pu) 196.46 NOLAN PLACE : as |i 8 PE
Be eo aorea Wilk oo! 8 3]!
wn \ sa50838'W gy —— — ——— > ca TRACT PS $89°59'28"W 115.00 Ps s 16 E
x= {- ct 78.15" i 1
m 7 vs, I, 1 ca
m = -59.07'— SA) a cs PRUATE RAGATON SUT ——}
1585 3
a - £ 2 x7] ) 8 [i vo N89'04'27°W 125.00" {| APN: 503-54-0500
. . 19.494 wf qi . PERAL JOSE LUIS J
9 y Re z 5 8 gree IB ene ol | A (MARICOPA COUNTY)
a 5 8 s g| 8 i)
u g 3 = s = zib] slié [& \7 | 1 |) ococareo \
5 e 2 = 7I = 13' ACT =] SS *, | |) HEREON 4
= 8 69 «= 70 & y | ! P wwe
67 =| 68 = FA 2) 72) alrh wet
, 8 3 8 2). 8 |
5 . 5 8 g 8 3)x [8 NeaOFIFW 125.00 1! FOUND FENCE POST
S a o = = ag|® | i
3 . oop Le et y! FOUND REBAR WITH CAP
7 3 EE 3 3
. uo bse al wae 3 18 8] Ain 5068
1 WK 33" , ’ 40.69 __ .37_| _Ng9'59'28"e | | 1 “|! 40 ° 40 80
ere rar 18 = a a 7 ' {| —_
59.98) wees £ ap statorasw 1 see2siew | sa05r42'W 60.15) | \ hi Par ro
Ti pa ee |
MATCH LINE SEE SHEET 4 OF 5 1 NBQO#27'W 125.00 1 4 €.0.C. LOG NO. PLT21~0017
143.

§ dO § LAAHS 34S ANIT HOLVW

Mar 25, 2022 8:06am S:\Projects\2019\19—O022\Legal Survey\Dwgs\ 19-0022 Final Plat.awg

Tprotonentis

& ge
TREELAND ig
2 ge
LOT AREA TABLE LOT AREA TABLE TRACT USE TABLE a 8
—————— 3 $s
A FINAL PLAT OF Lor # | AREA (SF) | AREA (AC) Lor # | AREA (SF) | AREA (AC) TRACT USE AREA (SF) | AREA (AC) = $s
Bf
A PORTION OF NORTHWEST QUARTER OF 1 9,129 0.2096 45 7,323 0.1681 TRACT A LANDSCAPE / OPEN SPACE / 21538 ogee BE Bo
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE 2 | 9198 | ane 46 | 7200 | 0.653 RETENTION / FUE : Ee se
, E nN ge
GILA AND SALT RIVER MERIDIAN 5 3.969 0.2059 v 7.200 0.1653 TRACT B | LANDSCAPE / OPEN SPACE / *#PUE 3,833 0.0880 22 8:
; , ss 3
CITY OF CHANDLER, MARICOPA COUNTY, ARIZONA wan saa TANDSOHPE / OPEN SPACE / 3 3:
4 629 | 0.1981 8 31 0.1680 =
TRACT C RETENTON / **PUE 67,381 | 1.5469
5 | 9,382 | o.2154 49 | 7,268 | 0.1669 a
TRACT D | LANDSCAPE / OPEN SPACE / **PUE | 2,200 | 0.0505 >
6 9,024 | 0.2072 so | 7.217 | 0.1657 o
LANDSCAPE / OPEN SPACE / a
7 8,566 | 0.1967 st | 7,208 | 0.1654 TRACT E RETENTION /AMENTY 7 PLE 52,303 | 1.2007 &
8 5,469 0.1948 82 727 0.1669 TRACT F LANDSCAPE / OPEN SPACE / *#PUE 6,459 0.1483
9 8450 | 0.1940 53 | 7,31 0.1678 ?
5 TRACT G | LANDSCAPE / OPEN SPACE / *PUE | 2,658 | 0.0610
MATCH LINE SEE SHEET 3 OF 10 8,285, 0.1902 54 7,200 0.1653
TRACT H | LANDSCAPE / OPEN SPACE / “PUE | 2,658 | 0.0610
L40- “| “ : 1 7,532 0.1729 55 | 7,200 | 0.1653
. , 57,72. 40.69 __ 137| _nggs9'28"e | | LANDSCAPE / OPEN SPACE / yr)
yegarie TL See2sITW | SETSTATW 60.15 1 \ 2 | 7879 | 0.1694 56 | 7355 | 0.1689 TRACT | RETENTION / *PUE / *IRR 6091s | 1.3984
7 sar" : \ '
, 62.51" 42.63 ye oe — - —+— — 13 | 7,500 | 0.1722 s7 | 7,363 | 0.1690
62.51 eg . Nag‘04'27"W 125.00 1! TRACT PS | OR ae een WAR | 105,552 | 4.2597
. . 3 gael 14 | 7,500 | 0.1722 58 | 7,350 | 0.1687
2 2 2 $ se
2 5 g g Pe * 19 8} 15 | 7500 | 1722 so | 7,200 | 0.1653 TOTAL 405,495 | 9.5089
ras a = = Si
a g wy ! 7,500 7,200
& 2 75 74 “ B i ie Li} we 16 , 0.1722 60 , 0.1653
= 3 BE /s I RW 7 7,500 0.1722 61 7,210 0.1655
3 = , ws! ° | | DEDICATED
3 Sow mar ait 4 HEREON te | 7500 | o.1722 62 | 7.338 | 0.1685
/ ae 14.37" a) p 2 OVERALL AREA TABLE
ga 2) tS) 618 3 19 | 7,500 | 0.1722 63 | 7.338 | 01684
L 7.01" a !2 8 PARCEL, AREA (SF) | AREA (AC)
45 @9 59719.08"= "55.15" 2 ne 20 | 7,350 | 0.1687 64 | 7,338 | 0.1685
- ot TT oo i 8 r ic a | aon oes es | a7 | 01857 122ND STREET 19,842 | 0.4555 a KE
Ba Fa a. <
BEECHNUT PLACE _ _ - S| w a 8 2 11,197 0.2570 66 7,200 0.1653 CHANDLER HEIGHTS RD | 94,626 2.1723 Z zg <
~ 6 Sa9'59'28"W 110.38" ae ed TOTAL 114,468 | 2.6278 PA
l-|,e FS 23 | 1513 | 0.2643 67 | 7,207 | 0.1655 i g 2)
blo |F = #4
~~ E700: T i<|Sz [B® 24 | 11,450 | 0.2629 68 | 7,327 | 0.1682 i aie
FIvE | le 8 11,252 7,330 LEGEND w 3
7 ‘| & 18 8 25 : 0.2585 89 , 0.1685 © FND MON. IN HANDHOLE AS NOTED fe a] Z
\ i} 7) 8 2% | 10,917 | 0.2506 7o | 7,330 | 0.1683 @ SET BRASS CAP FLUSH rm
| i
| 1 del $05-$4-0537 27 | 10506 | 0.2412 n | 7,286 | 0.1673 © IRON PIPE AS NOTED
+ 4 2 8 B 1 NAB i STOLL ANDREW © FND MON. AS NOTED
8 2 S = = | 8 PUE | JOHN/THERESA TRINIDAD 28 | 10,090 | 0.2316 7 | 7217 | 01657 © SET REBAR & CAP, RLS 37495,
iS 3 Fay 2 = = 2 H (MARICOPA COUNTY) 7} 9.680 | onze 73 | 7a0e | 01858 UNLESS OTHERWISE NOTED
7 = = 25 = 24°48 23 a 22 Fay 5 PRUATE RAGATON ESUT | — - - - FND FOUND
= 27 & 26 x 3 8 58 ~| | 320 30 9,353 0.2147 74 7,287 0.1673 MON. MONUMENT
a 5 3 3 3 8 2| TRACT | <li | Rw
8 8 8 8 8 3 5] 88 11 | occa st | 9162 | 0.2103 7 | 7,323 | 0.1681 BCHH BRASS CAP IN HAND HOLE
3 2 2 . . . g| age || | ou 32 | 9102 | 0.2089 76 | 7.323 | 01681 BOF BRASS CAP FLUSH
7 RSs 1 , : BC BRASS CAP
| Bag | SET WINESS CORNER 5° 33 | 9,100 | 0.2089 7 | 7,312 | 0.1679 IP IRON PIPE
z z | 5 in NORTH OF FENCE POST 34 | 9062 | 0.2080 7% | 7.200 | 01683 SFNF SEARCHED FOR NOT FOUND :
a a | 1! FOUND FENCE POST MCR MARICOPA COUNTY RECORDER &
70.00 470.00" 70.00 70,00" 470.00" 70.00, ! 156.66" i 32,00, 3s | 9,003 | 0.2067 79 | 7,200 | o.16s3 DOC. DOCUMENT g
wx sos-se-oor S89°59'28"W 1527.89 APN: 5303-54-05 aa 36 | 7,301 0.1676 so | 7,239 | 0.1662 DKT. DOCKET Revisions:
LUU YU/00 NHI APN: 303-—54-003U CHAVEZ EDUARDO R i BK. BOOK
(wapicora Coun) COOKING MATTHEW/CAROLINE J (MARICOPA COUNTY) 3 37 | 7.490 | 0.1719 Bi | 7544 | 0.1686 PG. PAGE
(MARICOPA COUNTY) °
‘ 4 33 | 7,358 | 0.1689 82 | 7,345 | 0.1686 R/W RIGHT OF WAY
so | 7,693 | 0.1766 33 | 7.345 | 0.1686 PUE PUBLIC UTILITY EASEMENT
SVE 30'X30' SIGHT VISIBILITY EASEMENT
40 | 8358 | o.gi9 se | 7,235 | o.661 SDE SIDEWALK EASEMENT
a | 8638 | 0.1983 as | 7,200 | 01653 VNAE VEHICULAR NON-ACCESS EASEMENT
RWCD ROOSEVELT WATER CONSERVATION DISTRICT
42 | 8688 | 0.1994 se | 7,200 | 0.1653 IRR. IRRIGATION
43 7,347 0.1687 TOTAL | 687,759 | 15.7888 WE — WATER EASEMENT
ESMT EASEMENT
44 | 7,359 1
01669 P/S PRIVATE STREET
CWE COMMON WALL EASEMENT
(® WATER EASEMENT DETAIL
BOUNDARY LINE
LOT LINE
SECTION LINE
MID-SECTION LINE
QUARTER-SECTION LINE
CENTER LINE ROAD
__ EXISTING R/W
EASEMENT LINE 7
NO
40 0 40. 80
scale Tect
C.0.C. LOG NO. PLT21-0017

Mar 25, 2022 8:11am S:\Projects\2019\19—O022\Legal Survey\Dwgs\ 19-0022 Final Plat.awg

Tprotonentis

g sé
S Ro
TREELAND ae
a ae
3 sf
A FINAL PLAT OF 3 as
CURVE TABLE LINE TABLE B =e
A PORTION OF NORTHWEST QUARTER OF ne] acaane Teno 88 25
CURVE | LENGTH | RADIUS | DELTA | CHORD | CHORD BRG u ING | LEN of So
SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE ES fa
GILA AND SALT RIVER MERIDIAN ct | 259.22" | 3063.00} _4°50'56" | 259.14" | s8734’01"W U } s8959'28"w | 31.50 22 Be
CITY OF CHANDLER, MARICOPA COUNTY, ARIZONA 2 | 163.92" | 1937.00' | 4°50'56” | 163.87’ | N87"34'01"E L2 | sag‘07's1"w | 3.20" 8 EH = z
3 | 187.87’ | 2220.00} _4°50'56" | 187.82' | N87‘34'01"E U3} s45'00'57"E | 29.70"
a
c4 | 235.27' | 2780.00" | _4°50'56" | 235.20' | $87°34'01"W U4 | s30720'27"w | 2.157 >
5 | 211,32 | 2497.00 | _4°50'56" | 211.25' | $8734'01"W Ls | s42%se'ss"w | 22.01" =
6 | 211,82’ | 2503.00} _4°50'56" | 211.76" | N87‘34'01"E U6 | N46°26'12"w | 20.68" o
2
= c7_| 1086") 20.50} 30°21'24"| 10.73' | sis‘09'45"w U7 | n3or22'21"w | 2.157
| _ N89'05'52°W_ 125.00" | ce | 4gsg'| 44.50 | 62°33'39"| 46.21" | so0’s6'23"E LB | N44’so'03"E | 21.21" ?
ORCHARD HEIGHTS 300
5K 1409, PC 48, MOR | RM ca} 1152] 20.50°} 321218" | 11.37' | ste07'05"E Lg | s44'32'29"e | 21.04
(OITY OF CHANDLER) — | DEDICATED
CITY OF CHANDLER UMTS) _|_‘HEREON cio | 11.52] 20.50°} 32128" | 11.37° | Nt6OS'IT"E U0 } s2or4ia"w | 10.13 —
MARICOPA COUNTY LIMITS | z % 4 OFS5 33" cit | 4859°| 44.50' | 62°33'39" | 46.21’ | Noos4'29"e ut | 424848" | 39.61"
Ps TRACT PS MATCH LINE SEE SHEET 2 . castes 9508330
| ds N89"05'52"W 191.50" sag07'31"W |. 987°36'16"W | $86°05'26"W 60.33 60,00" ci2_| 10.86" | 20.50" | 30'21'24" | 10.73" | NIS"1'39"W U2 | $45°27'31"W | 21.39"
Je = 2 ~ 1 : 62.81,
| 30.00" [5 161.50 $89°59'28"W, $89°59'28"W, $89°59'28"W, 62.81 62.81 or 143 C13. | 257.40" | 3041.50°} _4°50'56" | 257.32" | S8734'01"W U3 | N44°32'29"w | 21.047
NO! ge 8 [~~ 6000 j sia 82 sear LS
] LANPLACE 3 a Ly we 0 £0.00 o.t9 8 L 45 ci4 | 145.85" | 3084.50° | 24233" | 145.84° | s883812"W U4 | N4527'31"E | 21.397
110.00" 2 {—
i 300 l 1—3 SE . 3 cS | 16.27] 52.50°} 174510" | 16.20" | s81"06's3"w US | N30°37'30°w | 38.28"
R, +— 8 c= 2 2 5 S a mor" .
| wena Pfs ls ore S s s S g s C16 | 115.86" | —52.50° | 126°26'25" | 93.74" | N44"32'29"W U6 | NI7"30°01"W | 32.03
HER IS 8 8 8 g & q
an w tS 86 3 80 = ci7_} 16.27" | 52.50°} 17°45'10" | 16.20" | Nog'48'08"E U7 | $44°33'12"E | 21.047
| 2V Fae macr 85 = 84 = 83 = 82 = 3
1 s a 4 I lew 5 5 5 5 = 2 C18 | 237.09 | 2801.50 | _4°50'56" | 237.01" | S87°34'01"W L18 | s44°05'52"E | 21.21"
2 , 2 > 2 ray © 3 3s 2
| J am Se 5’ react z [3 5 3 8 5 2 C19. | 233.45’ | 2758.50°} _4°50'56" | 233.38 | S8734'01"W Ug | N45‘54'08"E | 21.21"
lk R w | = $89°05'52"E QZ [3 = 2a = 2 * * c20 16.27" | 52.50'| 17°45'10" | 16.20" | NO7°57'02"W L20 | N44'05'52"w | 21.21" fa) s Ee
APN: 303—54-002N ;g S} wills So 9 LSE ag Zz g ft
BRAVO JAIME C TORRES 3 . = 4-382 . . m6” . aa “5 4°08" .
TVARICOPA COUNTH) | ous be a mu NS ow 4 000° eee z cat | 114.14°| 52.50" | 124°34'16" | 92.95" | N45°27'31"E L21 | sas'sa'os"w | 21.21 < 3 a
3 OS q|? I TT E ” _ B C22 | 16.27} 52.50'| 17°45'10"} 16.20' | $81°07'57"E (22 | N44°48'50"E | 34.21" Ar |} o
IS wT 1 32 PLAC! a pgs’ 196.46"
(83 4 oe BEECHNUT PLACE ___ 38508 33'W 196 fe) 23 | 209.60" | 2475.50° | _450'56" | 209.43" | s873¢01"W 23 | ns7s6'20"e | 20.80" w 3) <
g 95978" 7 - — 6 I
I Se es __ a $89°59'28°W 216.70 = TRACT PS r c24 | 213.13 | 2518.50°| —4°50'56" | 213.07’ | s87°34'01"W L24 | s45‘26'48"w | 21.38" fe é Zz
A {_4 158.26" - Ss 5 | ¢50'56" 5 seo" — . uw
BME _ z +8 Ey 7000222 = z 25 | 213.64' | 2524.50" | _4°50'56" | 213.58" | N87"34'01"E L2s | $3657'05"E | 41.33)
NT BS, Po 7; ce + Le734 a a C26 | 210.00' | 2481.50° | 4°50'56" | 209.94 | N87"34'01"E L26 | s44’so'28"w | 21.21"
_ 2 28
! al m™ . . = «=F c27 | 16.27°| 5250°| 17'45'10" | 16.20" | Nat‘06'53"E L27 | Nasorti"w | 21.21"
| als F 2 ‘o ig ¥ 5 bed
' als so 8 8 3 3 8 = = 4 28 | 115.84 | 52.50' | 1262459" | 93.73" | $44°33'12"E L28 | n44'58'45"E | 21.22"
soo fy 8 8 8 8 3 be
| RW | TRACT A 2 35 = 34 = 33 = 2 = 31 = 30 = 29 2 28 Fs nm C29 16.27’ | 52.50’) 17°45'10" | 16.20’ | NO9"46'43"E L29 | $44°32'42"E | 28.05"
i % ‘ % 8 2 x=} . a yay a 93" 98" "
DEDICATED J = i 8 Ss 5 5 2 s 2 a C30 9.34" 10.00° | 53'29'31 9.00' | $64°09'23"W L30 | $89°59'28"w | 23.70’
| __] HeReon SME % 8B 3 3 3 3 3 5 S| «
| [ORT 85 7, woe 3 £ 8 8 s 3 8 2 = ° c3t_| 55.08" | 29.50" | 106°59'02" | 47.42" | N89‘05'52"W L31 | se9s7'19"w | 1.55"
! ! 2 - 1 32 | 9.34} 10.00" | 53°29'31" | 9.00" | Ne2"21'07"'W L32 | seese'st"w | 4.12
I ! = = a ,
\ F FS 33 | 16.27'| 5250°| 17'45'10" | 16.20' | $07'58'27" L33 | sa5‘08'33"w | 10.24" i
30.00° | 129.23 70.00" 70.00 70.007 70.00 70.00 70.00" : 70.00' 70.00) c34 | 114.17'| 52.50 | 12435'41" | 92.96" | $45'26'48"W L34 | s85‘08'33"w | 10.24"
“EQ OR") . Revisions:
APN: 505-54-0053R $69'99.28'W 1327.89 APN: 50354-0037 35 | 16.27'| 52.50°| 17'45'10" | 16.20" | Ne1‘07'S7"W L35 | s85‘5s't6"w | 7.31"
l Z FOUND REBAR WITH CAP FUNK FAMILY LIVING TRUST APN: 503-54-0035 LU YU/00 NHI :
i 8 |) RLS 13065 (MARICOPA COUNTY) (uicacoen ee m) (MARICOPA COUNTY) 36 | 181.05’ | 2198.50’ | 4°43'07" | 181.00’ | N87°30'06"E 36 | S87°31'42"W | 3.66"
' | ' 37_| 189.69° | 2241.50" | _4°50'56" | 189.64" | N87"34'01"E L37 | nag's9'28"e | 19.08"
C38} 16.27} 52.50°| 17°45'10" | 16.20’ | S08°53'07"E (38 | N8g'31’42"E | 1.94"
C39} 114.71" | 52.50" | 12571'34" | 93.22 | $44°50'05"W L39 | N88'23'12"E | 4.80"
cao | 16.71} 5250°| 181419" | 16.64" | NeI‘41"17"W L40 | Na7‘01'45"E | 7.657
cat | 135.40 | 1915.50’ | 4'03°00" | 135.37’ | N8710'03"E Lar | Na508'33"E | 10.22"
c42_| 160.74 | 1958.50" | _4°42'09" | 160.70" | N87‘29'37"E L42 | sa5‘08'33"w | 10.24"
LEGEND L43 | S85°08'33"W | 10.03"
(© FND MON. IN HANDHOLE AS NOTED PUE PUBLIC UTILITY EASEMENT aa | spooszew } ose"
@ SET BRASS CAP FLUSH SVE 30'X30' SIGHT VISIBILITY EASEMENT
‘© IRON PIPE AS NOTED SDE SIDEWALK EASEMENT L4s | se736'16"w | 6.40"
© FND MON, AS NOTED VNAE VEHICULAR NON-ACCESS EASEMENT
© SET REBAR & CAP, RLS 37495, RWCD ROOSEVELT WATER CONSERVATION DISTRICT
UNLESS OTHERWISE NOTED IRR IRRIGATION
FND FOUND WE — WATER EASEMENT
MON. MONUMENT ESMT EASEMENT
BCHH BRASS CAP IN HAND HOLE BOUNDARY UNE
BCF BRASS CAP FLUSH
BC BRASS CAP LoT LINE
IP IRON PIPE SECTION UNE 2 2
SFNF SEARCHED FOR NOT FOUND x ry 46 x Cy J
MID-SECTION LINE wy. , _
MCR MARICOPA COUNTY RECORDER — 4 E HE \ ane ra \
DOC. DOCUMENT QUARTER-SECTION LINE ‘’ Sa ‘’ : ‘’ | J Gwe
DKT. DOCKET CENTER LINE ROAD 1iiti ii 1 = 11 | job
—___ CENTER LINE ROAD 7 7
BK. 800K EXISTING R/W | y 1b 19-0022
PG. PAGE Oo ) WATER EASEMENT DETAIL (2 WATER EASEMENT DETAIL © WATER EASEMENT DETAIL
R/W RIGHT OF WAY ______ EASEMENT.UNE ~ (PLAT)
P/S PRIVATE STREET
CWE COMMON WALL EASEMENT
(WATER EASEMENT DETAIL ‘0 o { 8
scale Teet
C.0.C. LOG NO. PLT21-0017