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FINAL PLAT
FOR
MARLOWE
A RE-PLAT OF THE FINAL PLAT OF "SARIVAL FARMS" RECORDED
IN BOOK 1390, PAGE 43, MARICOPA COUNTY RECORDS.
LOCATED IN THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 3
EAST, GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA.
1. THIS SUBDIVISION IS 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 HOMEOWNER'S ASSOCIATION.
5. FIRE DEPARTMENT ACCESS AND WATER SUPPLY REQUIREMENTS SHALL BE IN PLACE PRIOR TO THE START OF VERTICAL
CONSTRUCTION.
SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, BEING THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION OF
SECTION 28, TOWNSHIP 3 NORTH, RANGE 2 EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA.
NOTES
BASIS OF BEARING
LEGAL DESCRIPTION
THIS IS TO CERTIFY THAT THE SURVEY AND SUBDIVISION ON THE PREMISES DESCRIBED AND PLATTED HEREON WAS MADE UNDER
MY DIRECTION DURING THE MONTH OF JULY, 2021, 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.
________________________________________________________________________________________
MITCHELL H RAGSDALE RPLS #48943
DATE
TERRASCAPE CONSULTING LLC
645 E. MISSOURI AVE., SUITE 160, PHOENIX AZ, 85012
602-297-8732
mragsdale@terrascape.us
SURVEYOR'S CERTIFICATE
3 / 24 / 22
LOTS 1 THROUGH 86, INCLUSIVE AND TRACTS A THROUGH H, OF SARIVAL FARMS, ACCORDING TO THE PLAT OF RECORD IN THE
OFFICE OF THE COUNTY RECORDER IN MARICOPA COUNTY, ARIZONA, RECORDED IN BOOK 1390, PAGE 43.
DEDICATION
STATE OF ARI ZONA
)
)SS
COUNTY OF MARICOPA
)
KNOW ALL PERSONS BY THESE PRESENTS:
THAT LS-51 PEORIA, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS OWNER, HAS SUBDIVIDED UNDER THE NAME OF “FINAL
PLAT OF MARLOWE, A RE-PLAT OF "SARIVAL FARMS" RECORDED IN BOOK 1390, PAGE 43, MARICOPA COUNTY RECORDS", LOCATED
IN THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 3 WEST, GILA AND SALT RIVER MERIDIAN, MARICOPA
COUNTY, ARIZONA, AS SHOWN PLATTED HEREON AND HEREBY PUBLISHES THIS PLAT AS AND FOR THE PLAT OF SAID “FINAL PLAT
OF MARLOWE, A RE-PLAT OF "SARIVAL FARMS" RECORDED IN BOOK 1390, PAGE 43, MARICOPA COUNTY RECORDS" AND HEREBY
DECLARES THAT SAID PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF THE LOTS, TRACTS. EASEMENTS AND
STREETS CONSTITUTING SAME AND THAT EACH LOT, TRACT, AND STREET SHALL BE KNOWN BY THE NUMBER, LETTER OR NAME
GIVEN TO EACH RESPECTIVELY ON SAID PLAT.
RIGHT OF WAY FOR BROWN STREET AND 49th AVENUE, AS SHOWN HEREON, IS DEDICATED TO THE CITY OF GLENDALE FOR THE
PURPOSE OF PUBLIC STREETS.
ALL NOTATIONS AND DEDICATIONS STATED ON OR WITHIN THE RECORDED PLAT OF "SARIVAL FARMS”, RECORDED IN BOOK 1390,
PAGE 43, ARE SUPERCEDED BY THE RECORDATION OF THIS PLAT.
TRACTS A, B, C, D, E, F, G, H, I , AND J ARE NOT DEDICATED TO THE PUBLIC, BUT ARE PLATTED AS COMMON AREAS FOR THE USE
AND ENJOYMENT OF THE LOT OWNERS AS MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS FOR THE SUBDIVISION.
TRACT J SHALL BE A PRIVATE STREET. OWNER HEREBY DEDICATES, GRANTS AND CONVEYS TO THE PUBLIC AN EASEMENT FOR
INGRESS AND EGRESS, FOR REFUSE COLLECTION, AND FOR EMERGENCY VEHICLES AND/OR SERVICE TYPE VEHICLES OVER AND
ACROSS TRACT J.
WATER AND SEWER EASEMENTS ARE HEREBY CONVEYED TO THE CITY OF GLENDALE IN, OVER, AND UNDER TRACT J FOR THE
INSTALLATION, OPERATION, REPAIR AND MAINTENANCE, REMOVAL AND REPLACEMENT OF WATER AND SEWER LINES AND
ASSOCIATED APPURTENANCES.
WATER AND SEWER EASEMENTS ARE HEREBY DEDICATED TO THE CITY OF GLENDALE IN, OVER AND UNDER THOSE AREAS
DESIGNATED AS SUCH HEREON, FOR THE INSTALLATION, MAINTENANCE, REPAIR, AND REMOVAL OF WATER AND SEWER LINES.
THE MAINTENANCE OF RIGHT-OF-WAY LANDSCAPE AND MAINTENANCE OF ALL TRACTS IS THE RESPONSIBILITY OF THE HOME
OWNERS ASSOCIATION. ALL TRACTS SHALL BE IMPROVED IN ACCORDANCE WITH APPROVED PLANS AND DEEDED TO THE HOME
OWNERS ASSOCIATION AFTER PLAT RECORDATION.
LS-51 PEORIA, LLC, A DELAWARE LIMITED LIABILITY COMPANY, HAS HEREUNTO CAUSED ITS NAME TO BE AFFIXED AND THE SAME
TO BE ATTESTED BY THE SIGNATURE OF THE OFFICER LISTED BELOW, THEREUNTO DULY AUTHORIZED.
IN WITNESS WHEREOF, LS-51 PEORIA, 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 THE OFFICER LISTED BELOW, THEREUNTO DULY
AUTHORIZED.
BY:______________________________________________________________
NAME:___________________________________________________________
ITS: _____________________________________________________________
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48943
Mitchell H.
Ragsdale
Plotted: 03/24/22 - 11:42 AM, By: mragsdale
File: M:\1242_LandandSea_Sarival Farm_Glendale\Survey\1242_FP.dwg, ---> FP S1
DATE:
CHECKED BY:
DRAWN BY:
TITLE:
SHEET No.
PROJECT No.
of
FINAL PLAT
MARLOWE
FINAL PLAT
03 / 24 / 22
BWB
MHR
1242
1
3
SITE
W. PEORIA AVENUE
N.T.S.
VICINITY MAP
N. 51ST AVENUE
W. OLIVE AVENUE
N. 43RD AVENUE
OWNER / DEVELOPER
SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, BEING THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION OF
SECTION 28, TOWNSHIP 3 NORTH, RANGE 2 EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA.
REFERENCE DOCUMENTS
BASIS OF BEARING
FLOOD ZONE
LS-51 PEORIA, LLC
7033 E. GREENWAY PKWY., STE. 210
SCOTTSDALE, AZ 85254
480-629-4111
ATTN: SARAH ANDREWS
sandrews@landseahomes.com
FLOOD ZONE DESIGNATION "X" PER F.E.M.A. FLOOD INSURANCE RATE MAP, MAP NUMBERS 04013C1710L, PANEL 1710 OF 4425,
DATED 10/16/2013.
ZONE "X" - 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.
(THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THE SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE
CITED MAP OR THE LOCATION OF THE FLOOD ZONE BOUNDARY. IN ADDITION, THE ABOVE STATEMENT DOES NOT REPRESENT THE
SURVEYOR'S OPINION OF THE PROBABILITY OF FLOODING.)
FINAL PLAT OF SARIVAL FARMS, BOOK 1390, PAGE 43, M.C.R.
FINAL PLAT OF ADVENTURE HOMES, BOOK 148 OF MAPS, PAGE 29, M.C.R.
FINAL PLAT OF ADVENTURE HOMES AMENDED, BOOK 159, PAGE 26, M.C.R.
FINAL PLAT OF GREENBRIER UNIT 4, BOOK 171, PAGE 5, M.C.R.
FINAL PLAT OF GREENBRIER GROVES UNIT TWO, BOOK 187, PAGE 33, M.C.R.
PLSS SUBDIVISION RECORD OF SURVEY, BOOK 1025 OF MAPS, PAGE 2, M.C.R.
ALTA / ACSM LAND TITLE SURVEY SARIVAL FARMS, BOOK 1073, PAGE 46, M.C.R.
ENGINEER / SURVEYOR
TERRASCAPE CONSULTING, LLC
645 E. MISSOURI AVE., STE 160
PHOENIX, AZ 85012
602-297-8732
ATTN: DAVID WEST, P.E.
dwest@terrascape.us
ATTN: MITCHELL RAGSDALE, R.P.L.S.
mragsdale@terrascape.us
SITE DATA
NUMBER OF LOTS -
80
NUMBER OF TRACTS - 10
GROSS AREA = 793,739.73 S.F. / 18.22 AC.
SHEET INDEX
SHEET 1-
COVER SHEET
SHEET 2-
FINAL PLAT / DETAILS / LINE & CURVE TABLES
SHEET 3-
FINAL PLAT / LOT AREAS / TRACT AREAS & USE
APPROVAL BY THE MAYOR AND COUNCIL OF THE CITY OF GLENDALE, ARIZONA, THIS ____ DAY OF ________________________, 2022.
BY: _______________________________________________________________________________________
MAYOR
DATE
ATTEST:___________________________________________________________________________________
CITY CLERK
DATE
APPROVALS
STATE OF _____________
SS
COUNTY OF ___________
BEFORE ME THIS ____ DAY OF _______________________ 2022,_____________________________________
PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, WHO ACKNOWLEDGED HIMSELF TO
BE____________________________ OF _________________________, THE LEGAL OWNER OF THE PROPERTY PLATTED HEREON AND
ACKNOWLEDGE THAT ____________________________ AS __________________________,EXECUTED THIS INSTRUMENT FOR THE
PURPOSES HEREIN CONTAINED.
IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND OFFICIAL SEAL
__________________________________________________________________________________________________
NOTARY PUBLIC
EXPIRES
ACKNOWLEDGMENT
THE UNDERSIGNED DULY AUTHORIZED OF THE MARLOWE HOME OWNERS ASSOCIATION, HEREBY RATIFIES THE RECORDATION OF
THIS PLAT FOR "MARLOWE" AND ACKNOWLEDGES THE RESPONSIBILITIES SET FORTH THEREIN.
BY: __________________________________________________________________________________________
DATE
ITS: ___________________________________________________________________
RATIFICATION
STATE OF _____________
SS
COUNTY OF ___________
BEFORE ME THIS ____ DAY OF _______________________ 2022,_____________________________________
PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, WHO ACKNOWLEDGED HIMSELF TO
BE____________________________ OF _________________________, THE LEGAL OWNER OF THE PROPERTY PLATTED HEREON AND
ACKNOWLEDGE THAT ____________________________ AS __________________________, EXECUTED THIS INSTRUMENT FOR THE
PURPOSES HEREIN CONTAINED.
IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND OFFICIAL SEAL
__________________________________________________________________________________________________
NOTARY PUBLIC
EXPIRES
ACKNOWLEDGMENT
3/24/22
I 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 DESIGNATED REPRESENTATIVE)
DATE
CITY OF GLENDALE, ARIZONA
IMPROVEMENT ASSURANCES
I HEREBY CERTIFY THAT THIS FINAL PLAT HAS BEEN PREPARED IN GENERAL CONFORMANCE TO THE PRELIMINARY PLAT OF THIS
SUBDIVISION APPROVED BY THE CITY OF GLENDALE PLANNING COMMISSION. ON _________________________.
BY: ____________________________________________________________________________________
PLANNING MANAGER
DATE
CITY OF GLENDALE, ARIZONA
PRELIMINARY PLAT CONFORMANCE
N89° 58' 44"E 540.00'
N89° 58' 44"E 420.00'
295.00'
625.66'
686.59'
72.26'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
54.12'
60.00'
60.00'
60.00'
60.00'
260.94'
60
60.00'
97.25'
100.00'
53.37'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
79.37'
60.00'
554.81'
40.00'
40.00'
S89° 58' 44"W 1210.85'
N89° 58' 43"E 514.81'
S89° 58' 44"W 923.24'
S0° 01' 16"E 185.09'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
91.60'
93.49'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
367.62'
N89° 58' 44"E 922.43'
N89° 58' 44"E 919.37'
60.00'
139.37'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
94.81'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.05'
N0° 01' 16"W 100.00'
S0° 01' 16"E 100.00'
N0° 01' 16"W 100.00'
S0° 01' 16"E 100.00'
N0° 01' 16"W 100.00'
N0° 01' 16"W 100.10'
N0° 01' 16"W 104.84'
S0° 01' 16"E 104.84'
N0° 01' 16"W 200.10'
100.10'
100.00'
N89° 58' 44"E 920.30'
N0° 01' 16"W 200.10'
100.05'
100.05'
N90° 00' 00"E 1278.01'
5.89'
4.98'
8.40'
11.61'
51st AVENUE
BROWN STREET
57
58
59
60
61
62
63
64
65
66
67
9
TRACT D
22
21
TRACT I
52
51
50
48
47
46
49
45
43
42
44
20
19
18
17
16
15
10
11
12
13
14
35
36
37
34
38
40
41
39
TRACT G
TRACT A
TRACT H
TRACT A
N. 49TH LN.
TRACT J
TRACT J
1.76'
TRACT J
40' R/W
BK. 1390,
PG. 43, M.C.R.
40' R/W
BK. 187,
PG. 33, M.C.R.
50th DRIVE
CHERYL DRIVE
BERYL AVENUE
UNSUBDIVIDED
APN: 148-05-001M
22.5'
22.5'
22.5'
22.5'
N44° 45' 00"W
42.23'
S89° 58' 44"W 135.00'
N44° 45' 01"W
21.11'
S0° 31' 16"W 585.23'
133.83'
20.00'
381.23'
N89° 58' 44"E 1326.00'
L1
L4
L5
L7
L8
L9
L10
C1
C2
C5
C6
EL11
EL12
EL13
EL14
218.48'
172.92'
133.85'
9.46'
S0° 01' 16"E 172.90'
S0° 01' 16"E 172.97'
S0° 01' 16"E 170.10'
S89° 58' 44"W 923.24'
N0° 01' 16"W 252.50'
N0° 01' 16"W 170.00'
N0° 01' 16"W 170.00'
N0° 01' 16"W
104.86'
N0° 01' 16"W
104.88'
N0° 01' 16"W
104.90'
N0° 01' 16"W
104.93'
N0° 01' 16"W
104.95'
N0° 01' 16"W
104.97'
N0° 01' 16"W
104.99'
N0° 01' 16"W
105.01'
N0° 01' 16"W
105.04'
N0° 01' 16"W
105.06'
N0° 01' 16"W
105.08'
N0° 01' 16"W
100.05'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
L16
L17
N0° 01' 16"W 100.00'
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
20' WATER
EASEMENT
20' SEWER
EASEMENT
30'
R/W
30' R/W
BK. 171,
PG. 5,
M.C.R.
1
1
1
1
1
1
8'
P.U.E./S.W.E
(TYP.)
8'
P.U.E./S.W.E
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
8'
P.U.E./S.W.E
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
8'
P.U.E./S.W.E
(TYP.)
8'
P.U.E./S.W.E
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L15
L16
L17
Direction
S75° 57' 08"E
N45° 06' 48"E
N44° 53' 12"W
S44° 58' 44"W
S45° 01' 16"E
N45° 06' 48"E
S44° 58' 45"W
S45° 01' 16"E
S44° 58' 44"W
S45° 01' 16"E
N45° 06' 48"E
N67° 27' 03"E
N45° 01' 16"W
Length
102.84'
56.70'
21.16'
21.21'
21.21'
21.26'
21.21'
21.21'
21.21'
21.21'
21.26'
7.17'
11.88'
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
Length
92.11'
91.87'
92.17'
91.62'
56.69'
56.55'
56.72'
56.38'
42.05'
45.51'
4.61'
2.29'
89.33'
Radius
58.50'
58.50'
58.50'
58.50'
36.00'
36.00'
36.00'
36.00'
58.50'
58.50'
58.50'
72.78'
58.50'
Delta
090°13'06"
089°58'42"
090°16'08"
089°43'53"
090°13'06"
090°00'00"
090°16'08"
089°43'52"
041°10'50"
044°34'12"
004°31'06"
001°48'07"
087°29'22"
Chord Direction
S44° 54' 38"E
S44° 59' 23"W
N44° 53' 12"W
N45° 06' 49"E
S44° 54' 38"E
S44° 58' 44"W
N44° 53' 12"W
N45° 06' 48"E
S69° 25' 50"E
S26° 33' 19"E
S2° 00' 41"E
S1° 22' 08"W
S46° 14' 04"W
Chord Length
82.89'
82.72'
82.93'
82.54'
51.01'
50.91'
51.03'
50.79'
41.15'
44.37'
4.61'
2.29'
80.90'
Line Table
Line #
EL11
EL12
EL13
EL14
Direction
N89° 28' 44"W
N89° 28' 44"W
N89° 26' 35"W
N89° 26' 35"W
Length
13.67'
13.79'
15.09'
16.18'
10' B.S.L.
LOT BOUNDARY
BUILDING
AREA
BUILDING
AREA
20' B.S.L.
10' B.S.L.
5' B.S.L.
1' V.N.A.E.
30'X30' SITE VISIBILITY
TRIANGLE
9.5' PU.E./S.W.E.
22.5'
TRACT
16'
B/C
5'
S/W
TRACT
20' B.S.L.
GARAGE
15' B.S.L.
LIVING
AREA
22.5'
TRACT
16'
B/C
5'
S/W
60' MIN
60' MIN
60' MIN
60' MIN
100' MIN
100' MIN
100' MIN
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48943
Mitchell H.
Ragsdale
SCALE IN FEET
40
80
0
SCALE: 1" = 40'
BRASS CAP IN HAND HOLE
NW COR. SEC. 28,
T 3 N., R 2 E.
BRASS CAP FLUSH
SW COR. NW 1/4, NW 1/4 SEC. 28,
T 3 N., R 2 E.
BRASS CAP IN HAND HOLE
N 1/4 COR. SEC. 28,
T 3 N., R 2 E.
S90° 00' 00"E 2639.53'(M)(R)
PEORIA AVE.
BASIS OF BEARING
MATCHLINE SEE SHEET 3
Plotted: 03/24/22 - 11:42 AM, By: mragsdale
File: M:\1242_LandandSea_Sarival Farm_Glendale\Survey\1242_FP.dwg, ---> FP S2
DATE:
CHECKED BY:
DRAWN BY:
TITLE:
SHEET No.
PROJECT No.
of
FINAL PLAT
MARLOWE
FINAL PLAT
03 / 24 / 22
BWB
MHR
1242
2
3
3/24/22
MARICOPA COUNTY RECORDS
RIGHT OF WAY
M.C.R.
R/W
SECTION LINE
CENTER LINE
BOUNDARY LINE
30'X30' SIGHT VISIBILITY EASEMENT
1
VEHICULAR NON-ACCESS EASEMENT
PUBLIC UTILITY EASEMENT
SURVEY LEGEND
EASEMENT LINE AS NOTED
V.N.A.E.
P.U.E.
SECTION CORNER
SET 1/2" REBAR W/ CAP RLS #48943
FOUND MONUMENT AS NOTED
STREET CENTERLINE MONUMENT
FOUND 1/2" REBAR W/ CAP RLS # 19846
SIDEWALK EASEMENT
S.W.E.
TYPICAL LOT DIMENSIONS
N.T.S.
9.5'
P.U.E./S.W.E.
(TYP.)
N89° 58' 44"E 300.00'
N89° 58' 44"E 480.40'
584.74'
686.98'
609.77'
60.00'
60.00'
60.00'
60.00'
60.00'
120.75'
100.00'
65.00'
65.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
59.80'
60.00'
60.00'
60.40'
59.80'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
21.48'
60.00'
60.00'
60.00'
60.00'
84.93'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
22.64'
57.71'
60.00'
55.39'
60.00'
60.00'
60.00'
60.00'
100.18'
100.00'
180.40'
155.47'
367.62'
65.43'
65.00'
29.32'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
100.00'
S0° 14' 52"W 579.75'
S89° 58' 45"W 327.62'
N0° 14' 52"E 173.10'
N0° 14' 52"E 584.74'
N89° 58' 44"E 923.24'
S89° 58' 44"W 920.30'
N89° 58' 44"E 922.43'
N89° 58' 44"E 919.37'
60.00'
60.00'
60.00'
60.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.10'
N0° 01' 16"W
100.10'
N0° 01' 16"W
100.10'
S89° 45' 08"E
100.04'
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
S0° 01' 16"E
100.00'
S0° 01' 16"E
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
S0° 01' 16"E
100.00'
S0° 01' 16"E 100.00'
S0° 01' 16"E 100.00'
N0° 01' 16"W 100.00'
S0° 01' 16"E 100.00'
N0° 01' 16"W 100.10'
S0° 00' 51"W 100.05'
S0° 01' 16"E 104.84'
N89° 58' 44"E 1210.85'
N89° 58' 44"E 1326.00'
S0° 01' 16"E 200.10'
100.00'
100.10'
N90° 00' 00"E 1278.01'
25.00'
C9
C10
C11
C12
C13
N0° 14' 18"E 435.47'
15.47'
0.94'
49th AVENUE
BROWN STREET
56
68
69
70
71
72
73
74
75
28
76
27
77
26
78
TRACT E
79
80
1
2
3
4
5
6
7
8
24
23
29
31
32
33
30
TRACT F
TRACT B
53
54
TRACT C
TRACT J
TRACT J
49th DRIVE
CHERYL DRIVE
BERYL AVENUE
UNSUBDIVIDED
APN: 148-05-001M
UNSUBDIVIDED
APN: 148-05-001N
40.00'
40.00'
L2
L3
L6
C3
C4
C7
C8
S0° 14' 52"W 173.10'
N0° 14' 52"E 170.10'
S89° 58' 44"W 923.24'
L15
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
S89° 45' 08"E
100.00'
S0° 14' 52"W 130.00'
S89° 45' 08"E 200.18'
N0° 01' 16"W
104.75'
N0° 01' 16"W
104.77'
N0° 01' 16"W
104.79'
N0° 01' 16"W
104.82'
N0° 01' 16"W
100.00'
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
1' V.N.A.E.
(TYP.)
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
N0° 01' 16"W
100.00'
1
1
1
25'
R/W
35' R/W
BK. 148,
PG. 29,
M.C.R.
1' V.N.A.E.
(TYP.)
30'
R/W
30' R/W
BK. 171,
PG. 5,
M.C.R.
20' EMERGENCY VEHICLE
ACCESS EASEMENT
N0° 01' 16"W
119.20'
8'
P.U.E./S.W.E
(TYP.)
8'
P.U.E./S.W.E
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
55
9.5'
P.U.E./S.W.E.
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
9.5'
P.U.E./S.W.E.
(TYP.)
25
LOT AREA
LOT #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
AREA (SF)
6000.00 SF
6016.76 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
5980.86 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
5964.71 SF
5990.90 SF
5999.99 SF
5999.97 SF
5999.95 SF
5999.93 SF
6002.23 SF
6001.31 SF
6000.67 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6003.09 SF
6003.07 SF
6003.09 SF
6003.07 SF
6003.06 SF
6003.05 SF
AREA (AC)
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
LOT AREA
LOT #
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
AREA (SF)
6003.04 SF
6003.04 SF
6003.04 SF
6003.03 SF
6003.03 SF
6003.03 SF
6003.03 SF
6003.04 SF
6003.02 SF
6003.03 SF
6003.03 SF
6006.08 SF
6006.08 SF
6006.08 SF
6006.08 SF
6006.08 SF
6304.16 SF
6302.84 SF
6301.51 SF
6300.19 SF
6298.87 SF
6297.55 SF
6296.23 SF
6294.91 SF
6293.59 SF
6292.27 SF
6290.95 SF
6289.63 SF
6288.31 SF
6286.99 SF
6285.66 SF
6459.85 SF
6521.62 SF
6500.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
6000.00 SF
AREA (AC)
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.15 AC
0.15 AC
0.15 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
0.14 AC
TRACT TABLE
TRACT ID
TRACT A
TRACT B
TRACT C
TRACT D
TRACT E
TRACT F
TRACT G
TRACT H
TRACT I
TRACT J
USE
AREA (AC)
1.35 AC
0.49 AC
0.03 AC
0.09 AC
0.56 AC
0.07 AC
0.50 AC
0.06 AC
0.06 AC
2.74 AC
RESPONSIBILITY
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
OPEN SPACE, RETENTION
OPEN SPACE, RETENTION
OPEN SPACE, COMMON AREA
OPEN SPACE, COMMON AREA
OPEN SPACE, RETENTION
OPEN SPACE, COMMON AREA
OPEN SPACE, RETENTION
OPEN SPACE, COMMON AREA
OPEN SPACE, COMMON AREA
PRIVATE ROAD
Plotted: 03/24/22 - 11:42 AM, By: mragsdale
File: M:\1242_LandandSea_Sarival Farm_Glendale\Survey\1242_FP.dwg, ---> FP S3
DATE:
CHECKED BY:
DRAWN BY:
TITLE:
SHEET No.
PROJECT No.
of
FINAL PLAT
MARLOWE
FINAL PLAT
03 / 24 / 22
BWB
MHR
1242
3
3
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48943
Mitchell H.
Ragsdale
SCALE IN FEET
40
80
0
SCALE: 1" = 40'
BRASS CAP IN HAND HOLE
NW COR. SEC. 28,
T 3 N., R 2 E.
BRASS CAP IN HAND HOLE
N 1/4 COR. SEC. 28,
T 3 N., R 2 E.
S90° 00' 00"E 2639.53'(M)(R)
PEORIA AVE.
BASIS OF BEARING
BRASS CAP
IN HAND HOLE
1319.73'
1319.80'
BRASS CAP
FLUSH
MATCHLINE SEE SHEET 2
3/24/22
MARICOPA COUNTY RECORDS
RIGHT OF WAY
M.C.R.
R/W
SECTION LINE
CENTER LINE
BOUNDARY LINE
30'X30' SIGHT VISIBILITY EASEMENT
1
VEHICULAR NON-ACCESS EASEMENT
PUBLIC UTILITY EASEMENT
SURVEY LEGEND
EASEMENT LINE AS NOTED
V.N.A.E.
P.U.E.
SECTION CORNER
SET 1/2" REBAR W/ CAP RLS #48943
FOUND MONUMENT AS NOTED
STREET CENTERLINE MONUMENT
FOUND 1/2" REBAR W/ CAP RLS # 19846
SIDEWALK EASEMENT
S.W.E.