FP22-09 75th & Glendale
Extracted text (via ocr_local)
29922 characters
FINAL PLAT
"72TH AVENUE & GLENDALE AVENUE"
DEDICATION
STATE OF ARIZONA )
) ss
COUNTY OF MARICOPA )
KNOWN ALL MEN BY THESE PRESENTS SIMONCRE JC TUCKER IV LLC, AN ARIZONA
LIMITED LIABILITY COMPANY, AS OWNER, HEREBY PUBLISHES THIS FINAL PLAT OF
"75TH AVENUE AND GLENDALE AVENUE”, LOCATED WITHIN THE NORTHWEST
QUARTER OF SECTION 12, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND
SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, AND HEREBY
DECLARES THAT SAID PLAT SETS FORTH THE LOCATION AND GIVES THE
DIMENSIONS OF EACH LOT AND EASEMENT, AND THAT EACH LOT SHALL BE
KNOWN BY THE NUMBER AND NAME GIVEN TO EACH RESPECTIVELY ON SAID PLAT.
OWNER HEREBY DEDICATES TO THE CITY OF GLENDALE THE RIGHT—OF—WAY FOR
PUBLIC ROADWAY PURPOSES FOR GLENDALE AVENUE AND 75TH AVENUE.
WATER AND SEWER EASEMENTS ARE HEREBY DEDICATED TO THE CITY OF
GLENDALE IN, OVER, AND UNDER THOSE AREAS DESIGNATED AS SUCH HEREON,
FOR INSTALLATION MAINTENANCE, REPAIR, REMOVAL, AND REPLACEMENT IF
NECESSARY OF WATER AND SEWER LINES.
OWNER WARRANTS AND REPRESENTS TO THE CITY OF GLENDALE TO BE THE SOLE
OWNER OF THE COVERED PROPERTY AND THAT EVERY EASEMENT HOLDER, OR
OTHER PERSON, OR ENTITY HAVING ANY INTEREST IN THE LAND ADVERSE TO OR
INCONSISTENT WITH THE DEDICATIONS, CONVEYANCES, OR OTHER REAL PROPERTY
INTEREST CREATED OR TRANSFERRED BY THIS PLAT HAS CONSENTED TO, OR
JOINED IN THIS PLAT, AS EVIDENCE BY INSTRUMENTS WHICH ARE RECORDED WITH
THE MARICOPA COUNTY RECORDERS OFFICE, OR WHICH OWNER WILL RECORD NOT
LATER THAN DATE ON WHICH THIS PLAT IS RECORDED.
IN WITNESS WHEREOF:
SIMONCRE JC TUCKER IV LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS
OWNER, HAS HEREUNTO CAUSED ITS NAME TO BE SIGNED AND THE SAME TO BE
ATTESTED BY THE SIGNATURE OF _______ ss THEREUNTO DULY AUTHORIZED
THIS ____. DAY OF 2022.
BY: SIMONCRE JC TUCKER IV LLC, AN ARIZONA LIMITED LIABILITY COMPANY
BY:
ITS:
ACKNOWLEDGMENT
)
STATE OF ____
) ss
COUNTY OF ____ )
BEFORE ME THIS _______§__§_+_ss DAY OF 2022,
PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, WHO
ACKNOWLEDGED THEMSELF TO BE DULY AUTHORIZED, EXECUTED THE FOREGOING
INSTRUMENT FOR THE PURPOSES HEREIN CONTAINED.
IN WITNESS WHEREOF, | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
RATIFICATION
AS BENEFICIARY UNDER THAT CERTAIN CONSTRUCTION DEED OF TRUST
RECORDED IN THE COUNTY RECORDER’S OFFICE, MARICOPA COUNTY, IN
RECORDER'S NUMBER 2021—1203894, THE UNDERSIGNED HEREBY RATIFIES
APPROVES AND CONFIRMATION IS GIVEN TO SAID DEDICATIONS AS STATED
IN THIS MINOR LAND DIVISION PLAT AS TO THE INTEREST OF THE
UNDERSIGNED. THE PERSON SIGNING FOR BENEFICIARY WARRANTS AND
REPRESENTS THEY HAVE POWER AND AUTHORITY TO DO SO.
By: — ARIZONA FEDERAL CREDIT UNION
SIGNATURE DATE
NAME:
TITLE:
ACKNOWLEDGMENT
)
STATE OF ____
) ss
COUNTY OF ___- )
BEFORE ME THIS DAY OF 2022,
PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, WHO
ACKNOWLEDGED THEMSELF TO BE DULY AUTHORIZED, EXECUTED THE FOREGOING
INSTRUMENT FOR THE PURPOSES HEREIN CONTAINED.
IN WITNESS WHEREOF, | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
OF A PORTION OF THE NORTHWEST QUARTER OF SECTION 12,
TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA
DESCRIPTION
THE NORTH 663 FEET (RECORDED) 663.37 FEET (MEASURED) OF THE WEST 663
FEET (RECORDED) 663.37 FEET (MEASURED) OF THE NORTHWEST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 2 NORTH, RANGE 1 EAST
OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY,
ARIZONA;
EXCEPT THE NORTH 255 FEET (RECORDED) 255.14 FEET (MEASURED) OF THE
WEST 253 FEET (RECORDED) 253.14 FEET (MEASURED); AND
EXCEPT THE NORTH 55 FEET (RECORDED) 55.03 FEET (MEASURED); AND
EXCEPT THE WEST 55 FEET (RECORDED) 55.03 FEET (MEASURED) THEREOF.
IMPROVEMENT 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.
BY.
CITY ENGINEER OR DESIGNATE DATE
CITY APPROVALS
APPROVED BY CITY COUNCIL OF GLENDALE, ARIZONA.
THIS_____. DAY OF 2022
MAYOR DATE
ATTEST, CITY CLERK DATE
DESIGN REVIEW CONFORMANCE
| HEREBY CERTIFY THAT THIS PLAT HAS BEEN PREPARED IN GENERAL
CONFORMANCE TO THE DESIGN REVIEW APPROVED BY THE CITY OF GLENDALE
PLANNING DEPARTMENT.
BY
PLANNING MANAGER DATE
CITY OF GLENDALE
COMMERCIAL PAD
DEVELOPMENT STANDARDS
MINIMUM NET LOT AREA N/A
MAXIMUM LOT AREA N/A
MINIMUM FRONT SETBACK 25°
MINIMUM REAR SETBACK 60’
MINIMUM SIDE SETBACK 60’
MINIMUM STREET SIDE SETBACK 25°
MAXIMUM STRUCTURE HEIGHT 30’
MAXIMUM F.A.R. 0.3
SHEET INDEX
SHEET 1 — COVER SHEET AND DEDICATION
SHEET 2 — FINAL PLAT, BOUNDARY
SHEET 3 — FINAL PLAT, WATER AND SEWER EASEMENT
SHEET 4
FINAL PLAT, ACCESS AND SIDEWALK EASEMENTS
SHEET 5
FINAL PLAT, DRAINAGE EASEMENTS
SITE DATA
GROSS AREA 7.581 ACRES
NET AREA 7.464 ACRES
EXISTING ZONING PAD (PLANNED AREA DEVELOPMENT)
APN 144-01—O01A
26,298 SQ. FT.
LOT 1 0.604 ACRES
39,722 SQ. FT.
LOT 2 0.912 ACRES
141,226 SQ. FT.
LOT 3 3.242 ACRES
59,9535 SQ. FT.
LOT 4 1.376 ACRES
36,229 SQ. FT.
LOTS 0.832 ACRES
21,721 SQ. FT.
LOT6 0.499 ACRES
325,149 SQ. FT.
TOTAL 7.465 ACRES
REFERENCES
GENERAL LAND OFFICE RECORDS ON FILE WTH THE U.S. DEPARTMENT OF THE
INTERIOR BUREAU OF LAND MANAGEMENT
FINAL PLAT OF "SHADOW RUN UNIT 1” RECORDED IN BOOK 475 OF MAPS, PAGE
31, MARICOPA COUNTY RECORDS
SPECIAL WARRANTY DEED IN 2002—0790949, MARICOPA COUNTY RECORDS
GRANT DEED IN 2006—0831334, MARICOPA COUNTY RECORDS
NOTES
1) THIS SUBDIVISION 1S LOCATED WITHIN THE CITY OF GLENDALE WATER
SERVICE AREA WHICH HAS BEEN DESIGNATED AS HAVING AN ASSURED
WATER SUPPLY UNDER A.R.S. SECTION 45-576
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
DEVELOPMENT PROPERTY OWNER’S ASSOCIATION.
5) A BLANKET EASEMENT FOR DRAINAGE AND PEDESTRIAN/SIDEWALK ACCESS
IS DEDICATED BY THIS PLAT OVER AND ACROSS ALL LOTS.
6) FIRE DEPARTMENT ACCESS AND WATER SUPPLY REQUIREMENTS SHALL BE
IN PLACE PRIOR TO THE START OF VERTICAL CONSTRUCTION.
!
GLENDALE AVENUE
7IST AVENUE]
SITE
MARYLAND AVENUE
75TH AVENUE
67TH AVENUE
BETHANY HOME ROAD
VICINITY MAP
NOT TO SCALE
OWNER/DEVELOPER
SIMONCRE JC TUCKER IV LLC, AN ARIZONA
LIMITED LIABILITY COMPANY
6900 W. 2ND STREET
SCOTTSDALE, AZ 85251
CONTACT: DOMINIC GHABY
PHONE: (602) 501-5864
ENGINEER
CYPRESS CIVIL
4450 N. 12TH STREET, SUITE 228
PHOENIX, AZ 85014
CONTACT: JEFF HUNT
PHONE: (623) 282-2498
SURVEYOR
SUPERIOR SURVEYING SERVICES INC.
2122 W. LONE CACTUS DRIVE, SUITE 11
PHOENIX, ARIZONA 85027
CONTACT: DAVID KLEIN
PHONE: (623) 869-0223
BASIS OF BEARINGS
THE BASIS OF BEARING IS THE MONUMENT LINE OF GLENDALE AVENUE, ALSO
BEING THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 12, USING
A BEARING OF 89 DEGREES 53 MINUTES 41 SECONDS EAST, PER FINAL PLAT
OF "SHADOW RUN UNIT 1” RECORDED IN BOOK 475 OF MAPS, PAGE 31,
RECORDS OF MARICOPA COUNTY, ARIZONA.
FLOOD PLAIN CERTIFICATION
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, MAP NUMBER 04013C1715L,
DATED OCTOBER 16, 2013, THE SUBJECT PROPERTY IS LOCATED IN ZONE X
(SHADED). ZONE X (SHADED) IS DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE
FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN
1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS
PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.”
CERTIFICATION
THIS IS TO CERTIFY THAT THE SURVEY AND SUBDIVISION OF THE PREMISES
DESCRIBED AND PLATTED HEREON WAS MADE UNDER MY DIRECTION DURING
THE MONTH OF JUNE, 2022; THAT THE SURVEY IS TRUE AND COMPLETE AS
SHOWN; THAT THE MONUMENTS SHOWN ACTUALLY EXIST OR WILL BE SET AS
SHOWN; THAT THEIR POSITIONS ARE CORRECTLY SHOWN; AND THAT SAID
MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
DAVID S. KLEIN
R.L.S. 42137
JUNE 23, 2022
2122 W. LONE CACTUS DRIVE, SUITE 11
PHOENIX, AZ 85027
623-869-0223
FINAL PLAT
75TH AVENUE & GLENDALE AVENUE
GLENDALE, AZ 85303
2122 W. Lone Cactus Drive, Suite 11
Phoenix, AZ 85027
623-869-0223 (office) 623-869-0726 (fax)
www.superiorsurveying.com
info@superiorsurveying.com
SURVEYING SERVICES, INC.
DWN. LE CHK: JW
SHEET 1 OF 5
DATE: 6/23/2022
JOB: 202008056
DL —
(BASIS OF BEARINGS)
NORTH QUARTER OF SECTION 12,
TO2N, RO1E FOUND 4” MARICOPA
COUNTY ENGINEERING DEPARTMENT
_W. GLENDALE AVE
_ _ _ _ _ N 89°53'41" E 2651.64’ _ _ _ _ $ — — BRASS CAP IN HANDHOLE (0.4’ DOWN)
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WEST QUARTER OF SECTION 12, TO2N, 2001—0129611 M.C.R.
ROIE FOUND 3” NO IDENTIFICATION
BRASS CAP IN HANDHOLE (0.7’ DOWN)
FINAL PLAT
75TH AVENUE & GLENDALE AVENUE
GLENDALE, AZ 85303
2122 W. Lone Cactus Drive, Suite 11
Phoenix, AZ 85027
623-869-0223 (office) 623-869-0726 (fax)
www.superiorsurveying.com
info@superiorsurveying.com
SURVEYING SERVICES, INC.
DWN. LE CHK: JW
SHEET 2 OF 5
DATE: 6/23/2022
JOB: 202008056
|
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WATER AND SEWER EASEMENT
(BASIS OF BEARINGS)
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1 1/4, SECTION 12 °
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ly! 5 20’ WATER AND SEWER EASEMENT —_ DE JESUS CARRENA SOS CARRERA LESLIE M 140 | S 0006719" E 18.62"
oa DEDICATED HEREON =F 5
Ss i } d 20210810182 MCR. L4i | N 4453'41" E 24.45"
<x % 142 | N 0006719” W 110.98
5 5 LOT 31 L435 | S 89°535'41" W 13.00"
=r > 110 SHADOW RUN UNIT 1 144 _[_N 0006719" W 10.00
el 4 of? BK. 475, PG. 31, M.C.R. L45_|_N 89°53'41" E 13.00’
lg £4, tot 158 CMAP WALLACE L46_| N 0070619” W 81.00"
XN 4.95’ | [9 N 8 DOR OBS AED LER. L47_| 5 000679" E [210.26
. Ly L2 L6 160 po ee 148 | S 4453741" W 42.43
= £ 2 ¢ © i 149 | S 895341" W 30.38"
|N_01°48°39” E 15.05’ ~ LOT 30 L50_| N 8871121" W 23.41
42.09’ : L62 > sf ; SHADOW RUN UNIT 1 L51_ | S 01°48’39" W 9.00’
+ S 89°53'41" W 242.38’ S. LINE, N. 663, NW. BK. 475, PG. 31, M.C.R. L52_| N 8871121" W 10.00"
Ss 1/4, SECTION 12 AP.N. 144-01-397 asa? 5
N MONROE GRANVILLE L53_ | N 01748739" E 9.00
—— ~ 2017-0493912 M.C.R. L54 | S 887121" E 39.24
q 155 | S 0174839" W 8.28
ry + & \ L56_| N 8871121" W 10.00”
: : ing : WY cro” ” 7
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SS oT3E8 ~SGdS8 | 2SPS85 | SeSSSS [NS CTTS | VSPPgees [NSPTSS | AZPUSee / Es8ys S_is= L61_| S 000619" E | 29.44"
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BK. 475, PG. 31, MCR. a “SEN S
A.P.N. 144-01-490 S
WEST QUARTER OF SECTION 12, TO2N,
ROIE FOUND 3” NO IDENTIFICATION
BRASS CAP IN HANDHOLE (0.7’ DOWN)
=
NORTH QUARTER OF SECTION 12,
TO2N, ROIE FOUND 4” MARICOPA
COUNTY ENGINEERING DEPARTMENT
BRASS CAP IN HANDHOLE (0.4’ DOWN)
HOMEOWNERS ASSOCIATION
2001-—0129611 M.C.R.
120
FINAL PLAT
75TH AVENUE & GLENDALE AVENUE
GLENDALE, AZ 85303
2122 W. Lone Cactus Drive, Suite 11
Phoenix, AZ 85027
623-869-0223 (office) 623-869-0726 (fax)
www.superiorsurveying.com
info@superiorsurveying.com
SURVEYING SERVICES, INC.
DWN. LE CHK: JW
SHEET 3 OF 5
DATE: 6/23/2022
JOB: 202008056
DL —
ACCESS AND SIDEWALK EASEMENTS
(BASIS OF BEARINGS)
_W. GLENDALE AVE
NORTH QUARTER OF SECTION 12,
TO2N, RO1E FOUND 4” MARICOPA
COUNTY ENGINEERING DEPARTMENT
BRASS CAP IN HANDHOLE (0.4’ DOWN)
— ~ a ~ a ~ ~ ~~ ~~ T
|
NORTHWEST CORNER OF SECTION 12, |
TO2N, ROIE FOUND 4” MARICOPA |
COUNTY ENGINEERING DEPARTMENT | ik |
BRASS CAP IN HANDHOLE (0.4’ DOWN) ee 11.50’ SIDEWALK EASEMENT |
| DEDICATED HEREON |
@ ®
> _. TRACT A
’ <! TINT T T T
r 143.66 YS YN SHADOW RUN UNIT 1
| S iS) 10’ RIGH-OF—WAY 18.41 ~ ALS \N— 24.43’ eK 475, PG. 31, MCR
8 8 —OF- . 475, PC. 31, MCR.
, + = DEDICATED HEREON ; 7.50 AP.N. 144-01-488
oo ACERS AMEN u + 15.00’- HOMEOWNERS ASSOCIATION
IN 89°53'41” E 15.00 —~ LOT 39 SHADOW RUN UNIT 1
f 7 SHADOW RUN UNIT 1 2001-0129611 M.CR.
SB 87.47 iS BK. 475, PG. 31, MCR.
~_|x <zgae © . . A.P.N. 144—01-406
an 895541 WN S Q MONTANO SANDRA
S f 68.27’ K S S 2020-1279871 M.C.R.
~ ~ ~ L>)
x ®
A MEEFERS INC Ms N = uw
| 2006-0831334 M.C.R. 2 = LOT 1 LOT 2 ® .,,
40 20 O 40 80 120 % ~ .,, S @
——=———— S © 8 8 UN
S18 _|s 8 S) SHADOW RUN UNIT 1
SCALE IN FEET , = Ny N Ss = YW BK. 475, PG. 31, M.CR.
SCALE : 1 = 40 N 30’ ACCESS EASEMENT A.P.N. 144-01-—405
6 = DEDICATED HEREON ——_ BARAJAS FERNANDO RAMIREZ/
ZAMACONA DANIELA L DE JESUS
LOT 6 2018-0551644 M.C.R.
| LINE. BEARING DISTANCE.
| > Lt | N 895341" E 224.00’
7 4 SHADOW PUN UNIT 1 t2 S_45°06'197 E 16.26"
Ts C5 cone ; L3 | N 895341" E 44.41"
[]& 903138 We — S 887121" E 348.98 A OPN 14d-Olto4 L4_| N 000679" W 17.50"
16 C7 s7 33.67 — 2. o— © YEN ALINA L5_ | N 887121" W 53.85"
p—o —e——*BS. v 2012-0447363 M.CR. L6_|_N 881121” W 21.29"
lu 0S wae 79°03:38" We LS Q oO —~— ch lor 36 is n et z 55.89
> ~ e367 DEDCATED FEREON N 887121" W 230.30’ ° SHADOW RUN UNIT 1 L9_|_N 881427" W 46.34"
x L7 C8 eK ay iy ay og L10_| N 88714'27”" W 46.83"
65° . -P.N. —O1- 27 q?aq7 7
iW iS) NAVA SUSANA A a 2 cere 7 7.0
<r S 2010-51482274 M.C.R. 45 59 41
BR {= 10’ RIGH—OF—WAY LOT L13 S 464815" W 15.56
| \[ DEDICATED HEREON 5 LOT 35
9) SHADOW RUN UNIT 1
N E. LINE, W. 663’, NW. ~N, BK. 475, PC. 31, M.CR.
1/4, SECTION 12 A.P.N. 144-011-402
= KN / ROEMELING WILLIAM A
> 2012-0441756 M.C.R.
CS . CURVE _|_RADIUS ARC_LENGTH _| CHORD LENGTH | CHORD BEARING | DELTA ANGLE
Q & Cl 20.00" 32.08" 28.75" N 45°5110" E 915458"
ae LOT 34 C2 45.00" 72.19" 64.69" S 455110" W 9175458"
ly 5 SHADOW RUN UNIT 1 C3 20.00" 31.42" 28.28" S 464839" W 90°00°00"
© LOT 3 OE ee oe oj non C4 20.00’ 31.42’ 28.28" N 437121” W 90°00'00”
x s ne VAN C5 160.00" 35.61" 35.53" S 852608" W 124501”
+ x > 20081073363 M.CR. C6 130.00" 28.93" 28.87" S 852608" W 124501"
| 5 x C7 160.00" 35.61" 35.53" S 852608" W 12.4501"
| = ¥ C8 190.00" 42.28 42.19" S 852608" W 12°45°01”
an Ss LOT 33 C9 15.00" 23.06" 20.86" S 455110" W 88°05 02”
30’ ACCESS EASEMENT ” SHADOW RUN UNIT 1
DEDICATED HEREON —— BK oe h-of noo
20180682504 MOR. LINE AND CURVE TABLE FOR
NK ACCESS AND SIDEWALK EASEMENTS
Fas LOT 32
5 A 2 SHADOW RUN UNIT 1
BK. 475, PG. 31, MCR.
| SI. wy LOT 4 AP.N. 144-01-399
as _ DE JESUS CARRERA JOSE/CARRERA LESLIE M
LEGEND ale BE | 2021-0810182 M.C.R.
“Ey
SUBDIVISION LINE S\9 x LOT 31
LOT LINE | we S 30’ ACCESS EASEMENT eae PM sp
als = DEDICATED HEREON - 475, PG. 31, M.C.R.
—--— CENTER LINE OR MONUMENT LINE |S 7.55" 9 A.P.N. 144-01-398
— — NEW EASEMENT LINE =10 Lg S 89°53'41” W 196.67’ G DO Ora taD WER.
<> INDICATES BOUNDARY CORNER 14.95’ J
TO BE SET UPON PLAT APPROVAL :
® FOUND NAIL IN WASHER | We. 05 LOT 30
STAMPED "KLEIN 42137” O., 5 SHADOW RUN UNIT 1
SET PER BK. 1557, PG. 47, MCR. S 895341” W 240.68" S. LINE, N. 663’, NW. BK. 475, PG. 31, MCR.
<> FOUND 1/2” CAPPED REBAR XD 17.87" 1/4, SECTION 12 APN. 144-01-397
STAMPED "KLEIN 42137” y MONROE GRANVILLE
SET PER BK. 1557, PG. 47, MCR. @—-—-———W— erro 2017-0493912 M.C.R.
A.P.N. ASSESSORS PARCEL NUMBER , ct = .
M.C.R. MARICOPA COUNTY RECORDS re “e & ; eos! Loy “ S « 2o
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A.P.N. 144-01-490 S &
HOMEOWNERS ASSOCIATION
WEST QUARTER OF SECTION 12, TO2N, 2001—0129611 M.C.R.
RO1E FOUND 3” NO IDENTIFICATION
BRASS CAP IN HANDHOLE (0.7’ DOWN)
FINAL PLAT
75TH AVENUE & GLENDALE AVENUE
GLENDALE, AZ 85303
2122 W. Lone Cactus Drive, Suite 11
Phoenix, AZ 85027
623-869-0223 (office) 623-869-0726 (fax)
www.superiorsurveying.com
info@superiorsurveying.com
SURVEYING SERVICES, INC.
DWN. LE CHK: JW
SHEET 4 OF 5
DATE: 6/23/2022
JOB: 202008056
NORTHWEST CORNER OF SECTION 12,
DL —
DRAINAGE EASEMENTS
(BASIS OF BEARINGS)
_W. GLENDALE AVE
NORTH QUARTER OF SECTION 12,
TO2N, RO1E FOUND 4” MARICOPA
COUNTY ENGINEERING DEPARTMENT
BRASS CAP IN HANDHOLE (0.4’ DOWN)
LEGEND
A.P.N.
M.C.R.
R/W
Bk.
PG.
WEST QUARTER OF SECTION 12, TO2N,
SUBDIVISION LINE
LOT LINE
CENTER LINE OR MONUMENT LINE
NEW EASEMENT LINE
INDICATES BOUNDARY CORNER
TO BE SET UPON PLAT APPROVAL
FOUND NAIL IN WASHER
STAMPED "KLEIN 42137”
SET PER BK. 1557, PG. 47, M.C.R.
FOUND 1/2” CAPPED REBAR
STAMPED "KLEIN 42137”
SET PER BK. 1557, PG. 47, M.C.R.
ASSESSORS PARCEL NUMBER
MARICOPA COUNTY RECORDS
RIGHT OF WAY
BOOK
PAGE
VE
N_75TH A
TO2N, RO1E FOUND 4” MARICOPA
COUNTY ENGINEERING DEPARTMENT
BRASS CAP IN HANDHOLE (0.4’ DOWN)
ROIE FOUND 3” NO IDENTIFICATION
BRASS CAP IN HANDHOLE (0.7’ DOWN)
T
|
|
|
| os |
10’ RIGH—OF—WAY ee |
DEDICATED HEREON |
@ ®
+ gS. 895541" W_120.15' Ny + + pane A
| 28.74’ 83.39’ SHADOW RUN UNIT 1
| _ 8.00’ BK, 475, PC. ST, MCR,
2 A.P.N. 144—01-488
~ HOMEOWNERS ASSOCIATION
LOT 39 SHADOW RUN UNIT 1
SHADOW RUN UNIT 1 2001-0129611 M.C.R.
4 BK. 475, PG. 31, MCR.
| Nv A.P.N. 144—01-406
xnb MONTANO SANDRA
8’ DRAINAGE_EASEMENT 2020-1279871 M.C.R.
/ DEDICATED HEREON
A.P.N. 144—01-004C
KEEFERS INC .
| 2006— 0831334 M.C.R. LOT? LOT 2 2
|
N LOT 38
SHADOW RUN UNIT 1
BK. 475, PG. 31, MCR.
A.P.N. 144-01-405
BARAJAS FERNANDO RAMIREZ/
ZAMACONA DANIELA L DE JESUS
LOT 6 | 2018-0551644 M.CR. 40 20 (a) 40 80 120
a A=28°42'29" oF SCALE IN FEET
_ , . nm ’
o+ ~ jen SHADOW RUN UNIT 1 SCALE: 1 = 40
m] 5 L=25.C BK. 475, PG. 31, M.CR.
s] CH=N 41°56°11" E A.P.N. 144-01-404
Ls CH DIST=22.81’ L7 YEN ALINA
v 2012-0447363 M.C.R.
| DRAINAGE_EASEMENT LOT 36
DEDICATED HEREON © SHADOW RUN UNIT 1
eaqeogn , I BK. 475, PG. 31, MCR.
65° —_ ~—— N 8871121" W_ 249.53 - A.P.N. 144—01-403
R/W — Q NAVA SUSANA A
10’ RIGH-OF—WAY 5 2010-51482274 M.C.R.
- DEDICATED HEREON LOT 2 ra lor 3s
sa | Won aos pes Pay, PP LINE BEARING DISTANCE
E. LINE, W. 663’, NW. 2 . 475, PC. 31, MCR. 0619" ;
LI 1/4, SECTION 12] AP.N. 14401402 1D = 1645739" 7 5608"
i — am - ROEMELING WILLIAM A 40 59 | 94
|, “TI + 2012—0441756 MCR. L3 S 01°48 39° W 245.55
L BS L4 S 887121" E 4.40’
S
‘4 © > L5 N 807511” E 57.77"
~ suapon ein UNIT 1 L6_ | S 014839" W 52.07"
Lor 3 BK. 475, PC. SH, MOR La Sores" WL 28 P
A.P.N. 144—01—401 — ss
_ LE VAN L9_ | S 0148739" W 51.26
| 881120" W 2558 ~~ _—¥ 2008-1075365 M.CR. Lig |S ois ii” Ww {54.107
55° 120 DRAINAGE EASEMENT . Li2_|_N 46°48'39" E 57.10’
R DEDICATED HEREON of LOT 33 L13_| N 00°06'19” W 43.74’
. o SHADOW RUN UNIT 1 L14 S 881121" E£ 46.00’
in XN BK. 475, PG. 31, M.CR. 48°42” ;
DRAINAGE EASEMENT © a A.P.N. 144—01—400 C15 | N of 4eez € 19 65
mI. x L17_| N 014839" E 8.00"
Bo 2018-0882594 M.C.R.
S| 2 ly L18 S 887121” E 17.62’
ao PS ~ : L19_| N 0148742” E 83,58"
tl x he) LOT 32 120 | S 887121" E 23.38
: SJ ® SHADOW RUN UNIT 1 L21_|_S 01°48'39" W 119.42"
2 LOT 4 ~ BK. 475, PG. 31, M.C.R. L22 | N 881121” W 69.38"
2 118 Ss A.P.N. 144—01-399
x N > DE JESUS CARRERA JOSE/CARRERA LESLIE M
§ mas —eees LINE TABLE FOR
14. ~1 LOT 31
4=88°04'28" SHADOW RUN UNIT 1 DRAINAGE EASEMENTS
[oD R=51.00 BK. 475, PG. 31, M.CR.
i , _ , A.P.N. 144-01-398
& 800 CHEN asa ° } DUNLAP. WALLACE
as CH bIs7=70.90° 2016—0785452 M.C.R.
24.50’ DRAINAGE EASEMENT on SS
} DEDICATED HEREON Lor 30
S 89°53'41” W 467.77’ SHADOW RUN UNIT 1
Doon BK. 475, PG. 31, M.CR.
N_00°06’19” W § LINE N. 663°, NW. A.P.N. 144—01-397
, 24.50’ 1/4, SECTION 12 \ , MONROE. GRANVILLE
He 24 7° OF 2017-0493912 M.C.R.
S 89°53'41"|W 608.34 t .
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BK. 475, PG. 31, MCR. a “SEN g
A.P.N. 144-01-490 S &
HOMEOWNERS ASSOCIATION
2001-—0129611 M.C.R.
FINAL PLAT
75TH AVENUE & GLENDALE AVENUE
GLENDALE, AZ 85303
2122 W. Lone Cactus Drive, Suite 11
Phoenix, AZ 85027
623-869-0223 (office) 623-869-0726 (fax)
www.superiorsurveying.com
info@superiorsurveying.com
SURVEYING SERVICES, INC.
DWN. LE CHK: JW
SHEET 5 OF 5
DATE: 6/23/2022
JOB: 202008056