Extracted text (via pymupdf)
20248 characters
PHONE: (602) 334-4387
ENGINEER/SURVEYOR:
CONTACT: MATTHEW J. MANCINI, P.E.
EMAIL: MATT@3ENGINEERING.COM
PHONE: (602) 334-4387
CONTACT: JIM LOFTIS, RLS
SCOTTSDALE, ARIZONA 85251
6370 E. THOMAS ROAD, SUITE 200
3 ENGINEERING
EMAIL: JIM@3ENGINEERING.COM
OWNER:
BASIS OF BEARING:
MARICOPA COUNTY RECORDS.
MERIDIAN, ACCORDING TO BOOK 699 OF MAPS, PAGE 26,
NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER
SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 2
NORTH 00°30'50" EAST ALONG THE WEST LINE OF THE
BENCHMARK:
ELEVATION: 1,123.517 FEET NAVD88
NORTH, RANGE 1 EAST
WEST QUARTER CORNER, SECTION 1, TOWNSHIP 2
ORANGEWOOD:
LOCATED AT THE INTERSECTION OF 75TH AVENUE AND
TRANSPORTATION BRASS CAP FLUSH - NO STAMPING
FOUND 3" MARICOPA COUNTY DEPARTMENT OF
FOR
FINAL PLAT
NOTES:
DATE
IMPROVEMENT ASSURANCES:
CITY OF GLENDALE, ARIZONA
CITY ENGINEER OR DESIGNEE
SURVEYOR CERTIFICATION:
DATE
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26404
JAMES A.
COMPLETION OF CONSTRUCTION.
LOT CORNERS HAVE BEEN OR WILL BE PERMANENTLY SET BY
ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. ALL
CORRECT AND ACCURATE AS SHOWN; AND THAT SAID MONUMENTS
SHOWN ACTUALLY EXIST AND THAT THEIR POSITIONS ARE
ACCURATE AS OF THE DATE OF THIS CERTIFICATION. MONUMENTS
THE SIZE, LOCATION AND MATERIAL AS SHOWN HEREON ARE
"ARIZONA BOUNDARY SURVEY MINIMUM STANDARDS", AND THAT
ARE OR WILL BE MONUMENTED IN ACCORDANCE WITH THE
CERTIFY THAT THE EXTERIOR BOUNDARIES OF SAID SUBDIVISION
REPRESENTS THE PROPERTY DESCRIBED HEREON. I FURTHER
SUPERVISION DURING THE MONTH OF OCTOBER 2021, ACCURATELY
HAS BEEN PREPARED FROM A SURVEY MADE UNDER MY DIRECT
THE SUBDIVISION PLATTED HEREON, CONSISTING OF ( 2 ) SHEETS,
SURVEYOR IN THE STATE OF ARIZONA, DO HEREBY CERTIFY THAT
I, JAMES A. LOFTIS, A DULY REGISTERED PROFESSIONAL LAND
DATE
PRELIMINARY PLAT CONFORMANCE:
)
) SS
)
DEDICATION:
OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
LOCATED IN A PORTION SECTION 2, TOWNSHIP 2 NORTH, RANGE 1 EAST
A PLANNED RESIDENTIAL DEVELOPMENT
ITS:
NAME DATE
BY:
ITS: OWNER
BY: K HOVNANIAN GREAT WESTERN HOMES, LLC, AN ARIZONA LIMITED LIABILITY CORPORATION,
)
) SS
)
ACKNOWLEDGEMENT:
THE START OF VERTICAL CONSTRUCTION.
5. FIRE DEPARTMENT ACCESS AND WATER SUPPLY REQUIREMENTS SHALL BE IN PLACE PRIOR TO
ASSOCIATION.
DEDICATED BY THIS PLAT SHALL BE MAINTAINED BY THE DEVELOPMENT HOMEOWNER'S
4. ALL LANDSCAPE TRACTS AND LANDSCAPE WITHIN ARTERIAL AND COLLECTOR STREETS
UTILITIES AND THE CITY OF GLENDALE WHICH USE OR SHALL USE THE UTILITY EASEMENT.
B. CONSTRUCTION, STRUCTURES OR BUILDINGS EXPRESSLY APPROVED IN WRITING BY ALL PUBLIC
A. WOOD, WIRE, OR REMOVABLE SECTION TYPE FENCING;
ONLY THE FOLLOWING:
PUBLIC UTILITIES, CONSTRUCTION AND IMPROVEMENTS WITHIN EASEMENTS SHALL BE LIMITED TO
3. EXCEPT FOR CONSTRUCTION AND IMPROVEMENTS BY GOVERNMENTAL ENTITIES AND CERTIFIED
UNDERGROUND.
CARRYING 69 KV OR MORE, WITHIN OR CONTIGUOUS TO THIS SITE, SHALL BE PLACED
2. ALL NEW UTILITIES AND ALL EXISTING UTILITIES, EXCEPT ELECTRICAL TRANSMISSION LINES
BEEN DESIGNATED AS HAVING AN ASSURED WATER SUPPLY UNDER A.R.S. SECTION 45-576.
1. THIS SUBDIVISION IS LOCATED WITHIN THE CITY OF GLENDALE WATER SERVICE AREA WHICH HAS
OF THIS SUBDIVISION APPROVED BY THE CITY OF GLENDALE PLANNING & ZONING COMMISSION ON NOVEMBER 4, 2021.
I HEREBY CERTIFY THAT THIS FINAL PLAT HAS BEEN PREPARED IN GENERAL CONFORMANCE TO THE PRELIMINARY PLAT
A FORM ACCEPTABLE TO THE CITY.
HAVE BEEN APPROVED AND THAT ALL NECESSARY ASSURANCES FOR THESE IMPROVEMENTS HAVE BEEN RECEIVED IN
I HEREBY ACKNOWLEDGE THAT ENGINEERING PLANS FOR PUBLIC IMPROVEMENTS ASSOCIATED WITH THIS SUBDIVISION
APPROVAL:
CLERK DATE
ATTEST:
MAYOR DATE
BY:
APPROVED BY THE CITY COUNCIL OF GLENDALE, ARIZONA ON THIS DAY OF , 2022.
N.T.S.
VICINITY MAP
NORTHERN AVENUE
GLENDALE AVENUE
75TH AVENUE
83RD AVENUE
79TH AVENUE
SITE
AMBRA
INDEX OF SHEETS
DESCRIPTION
COVER SHEET
KEYMAP & TABLES
PT03-04
PT01
PT02
PLAT SHEETS
LAND SURVEYOR
REGISTERED
CITY OF GLENDALE, ARIZONA
PLANNING MANAGER OR DESIGNEE
PHOENIX: (480) 824-4175
EMAIL: CCHISHOLM@KHOV.COM
CONTACT: CHUCK CHISHOLM
PHOENIX, ARIZONA 85050
20830 N. TATUM BLVD., SUITE 250
K. HOVNANIAN AT AMBRA, LLC
THIS DAY OF , 2022.
THEREUNTO DULY AUTHORIZED
CAUSED ITS NAME TO BE SIGNED AND THE SAME TO BE ATTESTED BY THE UNDERSIGNED OFFICER,
THAT K. HOVNANIAN AT AMBRA, LLC AN ARIZONA LIMITED LIABILITY CORPORATION, AS OWNER, HAS HEREUNTO
IN WITNESS WHEREOF:
APPURTENANCES.
REMOVAL AND REPLACEMENT, IF NECESSARY, OF WATER AND SEWER LINES AND ASSOCIATED
AND UNDER THOSE AREAS AS DESIGNATED AS SUCH HEREON, FOR THE INSTALLATION, MAINTENANCE, REPAIR,
WATER AND SEWER EASEMENTS, AS SHOWN ARE HEREBY DEDICATED TO THE CITY OF GLENDALE IN, OVER,
AND ACROSS A PORTION OF TRACT B, AS SHOWN HEREON.
CITY OF GLENDALE AN EASEMENT FOR WATER AND PUBLIC SAFETY AND EMERGENCY TYPE VEHICLES OVER
SEWER OVER AND ACROSS A PORTION OF TRACT B, AS SHOWN HEREON. OWNER HEREBY DEDICATES TO THE
OVER AND ACROSS TRACT A. OWNER HEREBY DEDICATES TO THE CITY OF GLENDALE AN EASEMENT FOR
EASEMENT FOR WATER AND SEWER, REFUSE COLLECTION, PUBLIC SAFETY AND EMERGENCY TYPE VEHICLES
UNITS. TRACT A SHALL BE A PRIVATE STREET. OWNER HEREBY DEDICATES TO THE CITY OF GLENDALE AN
BE DEDICATED TO SAID ASSOCIATION FOR RECREATIONAL AND/OR OPEN SPACE PURPOSES AND NO DWELLING
MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, AND SHALL
ARE DECLARED FOR THE USE AND ENJOYMENT OF THE HOMEOWNERS IN THE HOMEOWNERS' ASSOCIATED AS
TRACTS A, B, C, D, E, F, G, H AND I, ARE NOT CONSTRUED TO BE DEDICATED TO THE GENERAL PUBLIC, BUT
EASEMENTS ARE PROVIDED FOR THE PURPOSE SHOWN HEREON.
PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES.
RIGHT-OF-WAY FOR NORTHERN AVENUE, AS SHOWN HEREON. EASEMENTS ARE PROVIDED AS SHOWN ON SAID
CORPORATION, AS OWNER, HEREBY DEDICATES TO THE CITY OF GLENDALE FOR PUBLIC USE THE
EACH RESPECTIVELY ON SAID PLAT, AND THAT K. HOVNANIAN AT AMBRA, LLC AN ARIZONA LIMITED LIABILITY
EACH LOT, TRACT, EASEMENT AND STREET SHALL BE KNOWN BY THE NUMBER, LETTER OR NAME GIVEN TO
GIVES THE DIMENSIONS OF THE LOTS, TRACTS, EASEMENTS AND STREETS CONSTITUTING SAME, AND THAT
LIABILITY CORPORATION, AS OWNER, HEREBY DECLARES THAT SAID PLAT SETS FORTH THE LOCATIONS AND
"AMBRA", A PLANNED RESIDENTIAL DEVELOPMENT. K. HOVNANIAN AT AMBRA, LLC AN ARIZONA LIMITED
SHOWN PLATTED HEREON, AND DOES HEREBY PUBLISH THIS PLAT AS AND FOR THE PLAT OF SAID
TOWNSHIP 2 NORTH, RANGE 1 EAST, OF THE GILA & SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, AS
UNDER THE NAME "AMBRA", A PLANNED RESIDENTIAL DEVELOPMENT, SITUATED WITHIN A PART OF SECTION 2,
THAT K. HOVNANIAN AT AMBRA, LLC, AN ARIZONA LIMITED LIABILITY CORPORATION, AS OWNER, HAS SUBDIVIDED
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF MARICOPA
STATE OF ARIZONA
NOTARY PUBLIC DATE
BY: MY COMMISSION EXPIRES:
IN WITNESS WHEREOF: I HEREUNTO SET MY HAND AND OFFICIAL SEAL.
INSTRUMENT FOR THE PURPOSES HEREIN CONTAINED.
AND ACKNOWLEDGED THAT HE, AS SUCH OFFICER, BEING DULY AUTHORIZED SO TO DO, EXECUTED THE FOREGOING
AMBRA, LLC, AN ARIZONA LIMITED LIABILITY CORPORATION, AS LEGAL OWNER OF THE PROPERTY PLATTED HEREON
, 2022, BY , OF K. HOVNANIAN AT
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
COUNTY OF MARICOPA
STATE OF ARIZONA
3/14/22
3/14/22
1
PROJECT NO.
SHEET NO.
3 engineering
planning
surveying
civil engineering
of 4
COPYRIGHT 2019 3 ENGINEERING, LLC
PT01
5216
FAX: (602) 490-3230
PHONE: (602) 334-4387
SCOTTSDALE, AZ 85251
SUITE # 200
6370 E. THOMAS ROAD
3 ENGINEERING, LLC
AMBRA
FOR
FINAL PLAT
COVER SHEET
FINAL PLAT FOR AMBRA - CASE FP21-29
DATE: 3/14/22
(PRIVATE STREET)
SIDE SETBACK
45' MIN.
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26404
JAMES A.
1
PROJECT NO.
SHEET NO.
3 engineering
planning
surveying
civil engineering
of 4
COPYRIGHT 2019 3 ENGINEERING, LLC
5216
FAX: (602) 490-3230
PHONE: (602) 334-4387
SCOTTSDALE, AZ 85251
SUITE # 200
6370 E. THOMAS ROAD
3 ENGINEERING, LLC
FINAL PLAT FOR AMBRA - CASE FP21-29
DATE: 3/14/22
3/14/22
45' MIN
B/C-B/C
FRONT SETBACK(1)
LOCAL STREET
(2) (4)
46' TRACT
REAR
SET-BACK
IN GARAGE
2 PARKING SPACES
TYPICAL LOT LAYOUT - 45' WIDE MIN.
5' S/W
5' S/W
SWE
8' PUE/
8' PUE/SWE
108' MIN
108' MIN
32'
(3)
(5)
(5)
(5)
(4)
(3)
(2)
(1)
LEGEND:
C1
VNAE
R/W
SWE
PUE
(R)
BK & PG
EX
AC
SF
APN
MAG
MCR
CURVE NUMBER
VEHICULAR NON-ACCESS EASEMENT
RIGHT-OF-WAY
SIDEWALK EASEMENT
PUBLIC UTILITY EASEMENT
NOTED)
(SET AFTER CONSTRUCTION UNLESS OTHERWISE
(UNLESS OTHERWISE NOTED)
SUBDIVISION CORNER MONUMENT 1/2" REBAR
SECTION MONUMENT
EX.EASEMENT LINE
EX. RIGHT-OF-WAY LINE
CENTERLINE
OR TIE LINE
ADJACENT PARCEL
BOUNDARY LINE
RIGHT-OF-WAY LINE
LOT/TRACT/
EASEMENT LINE
SECTION LINE
1
40'X40' SVL (SIGHT VISIBILITY LINE)
30'X30' SVL (SIGHT VISIBILITY LINE)
RECORD
BOOK & PAGE
EXISTING
ACRE
SQUARE FEET
ASSESSOR'S PARCEL NUMBER
MARICOPA ASSOCIATION OF GOVERNMENTS
MARICOPA COUNTY RECORDS
TO BE SET AT COMPLETION OF CONSTRUCTION
120-1 TYPE B - UNLESS OTHERWISE NOTED
STREET MONUMENT - BRASS CAP PER MAG
2
R/W AREA
TRACT AREA
TOTAL AREA
0.59 ACRES
24.17 ACRES
GROSS AREA TABLE
LOT AREA
9.92 ACRES
TRACT
(ACRES)
AREA
TRACT AREA AND USAGE TABLE
DESCRIPTION OF USE
TOTAL
A
B
C
D
F
G
0.23 AC
3.91 AC
0.49 AC
0.07 AC
0.07 AC
0.20 AC
9.92 AC
E
OPEN SPACE, LANDSCAPE, DRAINAGE, PUE, SWE
OPEN SPACE, LANDSCAPE, DRAINAGE, PUE, SWE
OPEN SPACE, LANDSCAPE, DRAINAGE, PUE, SWE
SEWER EASEMENT, WATER EASEMENT, PRIVATE IRRIGATION
EMERGENCY AND SERVICE TYPE VEHICLES EASEMENT,
OPEN SPACE, LANDSCAPE, DRAINAGE, PUE, SWE,
VEHICLES, SEWER EASEMENT, WATER EASEMENT
REFUSE COLLECTION, EMERGENCY AND SERVICE TYPE
TO THE PUBLIC AN EASEMENT FOR UTILITIES, DRAINAGE,
PRIVATE ACCESS WAY OVER WHICH IS HEREBY DEDICATED
4.85 AC
OPEN SPACE, LANDSCAPE, PUE, SWE
OPEN SPACE, LANDSCAPE, PUE, SWE
H
0.05 AC
I
0.05 AC
OPEN SPACE, LANDSCAPE, PUE, SWE
OPEN SPACE, LANDSCAPE, PUE, SWE
13.66 ACRES
PT02
of 4
2
AMBRA
FOR
FINAL PLAT
KEYMAP & TABLES
SEE SHEET PT03
SEE SHEET PT04
ZONING: R1-6
DONNA OGLE
APN 143-24-011D
Z ONING: R1-6
E M RLAND LLLP
APN 142-25-011F
Z ONING: R1-6
M OH AM M AD NAJE M
APN 142-25-025
Z ONING: R1-6
M OH AM M AD NAJE M
APN 142-25-025
Z ONING: R1-6
JAM ES COX
APN 142-25-024
ZONING: SR-17
TINA JENKINS
APN 143-25-071
ZONING: R1-6
VICTOR ARMENDARIZ
APN 143-25-005N
Z ONING: R1-6
E M RLAND LLLP
APN 142-25-011F
SR-17
ZONING:
ESQUIBEL
WILLIAM
143-25-070
APN
W. NORTHERN AVENUE
N. 79TH DRIVE
N. 79TH DRIVE
W. SANDS ROAD
N. 80TH AVENUE
N. 79TH AVENUE
N. 80TH AVENUE
W. HAYWARD AVENUE
W. FRIER DRIVE
N. 79TH AVENUE
TRACT "B"
TRACT "A"
TRACT "B"
TRACT "A"
TRACT "G"
TRACT "F"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "B"
TRACT "B"
TRACT "H"
TRACT "A"
TRACT "C"
TRACT "A"
TRACT "I"
TRACT "B"
TRACT "A"
TRACT "A"
TRACT "D"
TRACT "E"
SEE SHEET PT03
SEE SHEET PT04
1
2
3
4
5
6
7
8
9
10
38 39 40 41 42 43 44 45 46
53
54
52
55
51
56
50
57
49
58
48
59
47
60
24
35 34
25
33
26
32
27
31
28
30
29
36 37
98
97
96
95
94
93
92
91
90
89
88
87
75
76
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79
80
81
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83
84
85
86
73
72
71
70
69
68
67
66
65
64
63
62
61
74
122
121
120
119
118
117
116
115
114
113
112
111
99
100
101
102
103
104
105
106
107
108
109
110
11
12
13
14
15
16
17
18
19
20
21
22
23
108' MIN. DEPTH; HOWEVER, LOT AREA IS 4,500 SF MIN.
LOCATED BETWEEN LOT AND STREET
STREET SIDE: 10' (DOES NOT APPLY WHEN A 5' MIN TRACT IS
REAR SETBACK: 15'
SIDE SETBACK: 5' & 5' (MIN. BLDG. SEPARATION IS 10')
10' TO LIVABLE AREA; 18' TO FRONT FACE GARAGE
HANDHOLE
R1E FOUND BRASS CAP IN
NW COR. OF SECTION 2 T2N
IN HANDHOLE
FOUND BRASS CAP
SECTION 2 T2N R1E
WEST ‚ COR.
40'
40'
40'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
R/W
R/W
EX. R/W
EX. R/W
8' PUE/
SWE
8' PUE/
SWE
SWE
8' PUE/
8' PUE/
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
(TIE LINE)
SCALE: 1"= 40'
0'
20'
40'
80'
SEE SHEET PT04
1832.35'
PT03
of 4
3
AMBRA
FOR
FINAL PLAT
PLAT SHEET
30.01'
1049.89'
1232.03'
30.00'
407.79'
425.03'
644.55'
158.55'
262.07'
262.07'
638.40'
650.69'
223.31'
34.56'
19.98'
54.54'
35.93'
369.94'
111.04'
14.47'
6.99'
40.00'
45.00'
45.00'
45.00'
6.23'
3
3
.
0
1
'
3
8
.
3
7
'
5.99'
C
1
39.03'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
5.05'
3
0
.
1
6
'
16.56'
3
2
.
9
9
'
C
6
45.00'
45.00'
45.00'
43.88'
1.60'
19.36'
111.04'
34.15'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
29.08'
186.06'
28.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
22.94'
186.06'
106.85'
45.00'
45.00'
45.00'
45.00'
45.00'
103.00'
108.00'
3.00'
111.00'
108.00'
108.00'
106.12'
111.00'
111.00'
108.00'
108.05'
45.00'
45.00'
45.00'
45.00'
45.00'
108.00'
3.00'
108.36'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
100.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
407.80'
425.09'
30.01'
23.41'
20.43'
13.24'
99.47'
30.00'
30.01'
BRASS CAP IN HANDHOLE
COR. SEC. 2 T2N, R1E FND.
4
1
N
Z ONING: R1-6
M OH AM M AD NAJE M
APN 142-25-025
Z ONING: R1-6
E M RLAND LLLP
APN 142-25-011F
WIDTH DEFINED)
PG. 516 (NO
ESMT. DKT 407,
ELECTRIC LINE
ZONING: R1-6
DONNA OGLE
APN 143-24-011D
RLS 26404
REBAR W/ CAP
SET 1/2"
26404
W/ CAP RLS
SET 1/2" REBAR
EGRESS ESMT.
30' EMERGENCY INGRESS/
2
2
1
1
1
1
1
1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
122
121
120
119
118
117
116
115
114
99
100
101
102
103
104
105
106
107
98
97
96
95
94
93
92
91
90
75
76
77
78
79
80
81
82
83
73
72
71
70
69
68
67
66
65
64
74
TRACT "A"
TRACT "G"
TRACT "B"
TRACT "F"
TRACT "B"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "B"
N. 79TH DRIVE
W. SANDS ROAD
N. 79TH DRIVE
N. 80TH AVENUE
N. 79TH AVENUE
W. NORTHERN AVENUE
N. 79TH AVENUE
TRACT "B"
8' PUE
30'
30'
8' PUE
30'
30'
183.41'
N01°27'14"W
33.00'
N01°27'14"W
89.07'
19.29'
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
1' VNAE
1' VNAE
1' VNAE
1' VNAE
8.00' PUE/
1' VNAE
8.00' PUE/
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
14.68'
CITY OF PEORIA
CITY OF GLENDALE
LOFTIS
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26404
JAMES A.
1
PROJECT NO.
SHEET NO.
3 engineering
planning
surveying
civil engineering
of 4
COPYRIGHT 2019 3 ENGINEERING, LLC
5216
FAX: (602) 490-3230
PHONE: (602) 334-4387
SCOTTSDALE, AZ 85251
SUITE # 200
6370 E. THOMAS ROAD
3 ENGINEERING, LLC
AMBRA
FOR
FINAL PLAT
COVER SHEET
FINAL PLAT FOR AMBRA - CASE FP21-29
DATE: 3/14/22
3/14/22
CAP IN HANDHOLE
R1E FOUND BRASS
SECTION 2 T2N
NW COR. OF
IN HANDHOLE
FOUND BRASS CAP
SECTION 2 T2N R1E
WEST ‚ COR.
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
23'
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SCALE: 1"= 40'
0'
20'
40'
80'
SEE SHEET PT03
1825.35'
PT04
of 4
4
AMBRA
FOR
FINAL PLAT
PLAT SHEET
1310.73'
1271.42'
SEE ABO VE RIG HT
SEE BELO W LEFT
1311.79'
2621.57'
CAP IN HANDHOLE
FOUND MCDOT BRASS
COR. SECTION 2
4
1
E
NOTHING FOUND
CENTER OF SECTION 2
CAP IN HANDHOLE
FOUND MCED BRASS
COR. SECTION 2
4
1
S
262.00'
109.68'
262.00'
262.00'
115.87'
749.55'
262.00'
45.00'
45.00'
40.00'
7.07'
14.14'
44.68'
C
2
208.00'
C
3
12.92'
45.00'
45.00'
204.76'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
3.86'
3
4
.
4
2
'
3
5
.
2
2
'
C
4
208.00'
C
5
50.86'
14.14'
7.07'
40.00'
45.00'
45.00'
14.14'
7.07'
40.00'
45.00'
45.00'
45.00'
45.00'
45.00'
98.55'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
40.00'
7.07'
14.14'
186.00'
14.14'
7.07'
40.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
98.55'
45.00'
45.00'
45.00'
45.00'
45.00'
40.00'
7.07'
14.14'
186.00'
45.00'
45.00'
45.00'
186.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
186.00'
45.00'
45.00'
45.00'
108.00'
108.00'
108.00'
103.00'
45.00'
45.00'
45.00'
117.06'
116.51'
115.96'
45.00'
45.01'
113.17'
112.62'
112.07'
111.52'
110.97'
110.42'
109.87'
109.32'
108.77'
14.75'
108.21'
45.00'
45.01'
45.00'
45.00'
45.01'
45.00'
45.00'
45.01'
45.00'
103.00'
108.00'
108.00'
108.00'
45.00'
45.00'
45.00'
103.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
103.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
103.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
103.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
45.00'
45.00'
45.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
108.00'
45.00'
45.00'
45.00'
21.21'
21.21'
21.21'
21.21'
25.66'
165.87'
639.74'
24.00'
165.94'
4.49'
4.41'
24.00'
Z ONING: R1-6
M OH AM M AD NAJE M
APN 142-25-025
Z ONING: R1-6
JAM ES COX
APN 142-25-024
ZONING: R1-6
VICTOR ARMENDARIZ
APN 143-25-005N
ZONING: SR-17
WILLIAM ESQUIBEL
APN 143-25-070
ZONING: SR-17
TINA JENKINS
APN 143-25-071
Z ONING: R1-6
E M RLAND LLLP
APN 142-25-011F
CAP RLS 26404
SET 1/2" REBAR W/
SE COR. LOT 3, SEC. 2
26404
RLS
W/ CAP
REBAR
SET 1/2"
1
1
1
1
1
1
1
1
1
1
24' WATER/SEWER ESMT.
24' SEWER ESMT.
24' EX. WATER/SEWER ESMT.
21
22
23
113
112
111
108
109
110
89
88
87
84
85
86
63
62
61
24
35
34
25
33
26
32
27
31
28
30
29
53
54
52
55
51
56
50
57
49
58
48
59
47
60
38
39
40
41
42
43
36
37
44
45
46
TRACT "H"
TRACT "C"
TRACT "I"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "E"
TRACT "D"
TRACT "B"
TRACT "B"
TRACT "B"
W. HAYWARD AVENUE
W. FRIER DRIVE
N. 80TH AVENUE
N. 79TH AVENUE
W. BELMONT AVENUE
N. 80TH AVENUE
TRACT "A"
N. 79TH DRIVE
TRACT "A"
TRACT "A"
N. 79TH AVENUE
TRACT "B"
TRACT "B"
1232.03'
1049.89'
23.20'
38.90'
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE/
8.00' PUE
8.00' PUE
8.00' PUE
8.00' PUE
8.00' PUE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
145.67'
S00°06'37"E
30.00'
14.68'
30.00'
13.00'
THE CITY OF GLENDALE)
(TO BE CONVEYED TO
LOFTIS
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26404
JAMES A.
1
PROJECT NO.
SHEET NO.
3 engineering
planning
surveying
civil engineering
of 4
COPYRIGHT 2019 3 ENGINEERING, LLC
5216
FAX: (602) 490-3230
PHONE: (602) 334-4387
SCOTTSDALE, AZ 85251
SUITE # 200
6370 E. THOMAS ROAD
3 ENGINEERING, LLC
AMBRA
FOR
FINAL PLAT
COVER SHEET
FINAL PLAT FOR AMBRA - CASE FP21-29
DATE: 3/14/22
3/14/22