Extracted text (via pymupdf)
18375 characters
(PRIVATE STREET)
SIDE SETBACK
40'
N.T.S.
VICINITY MAP
NORTHERN AVENUE
GLENDALE AVENUE
67TH AVENUE
75TH AVENUE
71ST AVENUE
SITE
FOR
ALTO
FINAL PLAT
NOTES:
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:
TRACT
(ACRES)
AREA
TRACT AREA AND USAGE TABLE
DESCRIPTION OF USE
TOTAL
A
B
C
D
F
G
H
0.04 AC
0.15 AC
2.99 AC
1.69 AC
0.58 AC
0.16 AC
0.06 AC
0.04 AC
5.71 AC
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
E
OPEN SPACE, LANDSCAPE, DRAINAGE, PUE, SWE
OPEN SPACE, LANDSCAPE, DRAINAGE, PUE, SWE
OPEN SPACE, LANDSCAPE, PUE, SWE
OPEN SPACE, LANDSCAPE, PUE, SWE
OPEN SPACE, LANDSCAPE, PUE, SWE
OPEN SPACE, LANDSCAPE, PUE, SWE, EMERG. ACCESS, WATER ESMT.
PRIVATE IRRIGATION
OPEN SPACE, LANDSCAPE, DRAINAGE, PUE, SWE, SEWER ESMT.,
R/W AREA
TRACT AREA
TOTAL AREA
1.88 ACRES
16.99 ACRES
GROSS AREA TABLE
LOT AREA
5.71 ACRES
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
DATE
IMPROVEMENT ASSURANCES:
CITY OF GLENDALE, ARIZONA
CITY ENGINEER OR DESIGNEE
APPROVAL:
CLERK DATE
ATTEST:
MAYOR DATE
BY:
APPROVED BY THE CITY COUNCIL OF GLENDALE, ARIZONA ON THIS DAY OF , 2022.
SURVEYOR CERTIFICATION:
DATE
LOFTIS
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
A
T
E
SI
G
N
E
D
..
.
..
.
.
..
.
..
.
..
.
..
.
R
E
GI
S
T
E
R
E
D
L
A
N
D
S
U
R
V
E
Y
O
R
A
R
I
Z
O
N
A
,
U
.
S
.
A.
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 1, 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
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
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
11/17/21
9.40 ACRES
INDEX OF SHEETS
DESCRIPTION
COVER SHEET
PT01
PT02
PLAT SHEET
11/17/21
SURVEYOR
LAND
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 ALTO, 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 ALTO, 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 C, 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 AND H, ARE NOT CONSTRUED TO BE DEDICATED TO THE GENERAL PUBLIC, BUT
EASEMENTS ARE PROVIDED FOR THE PURPOSE SHOWN HEREON.
AS SHOWN ON SAID PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES.
RIGHT-OF-WAY FOR ORANGEWOOD AVENUE AND 75TH AVENUE, AS SHOWN HEREON. EASEMENTS ARE PROVIDED
CORPORATION, AS OWNER, HEREBY DEDICATES TO THE CITY OF GLENDALE FOR PUBLIC USE THE
RESPECTIVELY ON SAID PLAT, AND THAT K. HOVNANIAN AT ALTO, LLC, AN ARIZONA LIMITED LIABILITY
TRACT, EASEMENT AND STREET SHALL BE KNOWN BY THE NUMBER, LETTER OR NAME GIVEN TO EACH
DIMENSIONS OF THE LOTS, TRACTS, EASEMENTS AND STREETS CONSTITUTING SAME, AND THAT EACH LOT,
CORPORATION, AS OWNER, HEREBY DECLARES THAT SAID PLAT SETS FORTH THE LOCATIONS AND GIVES THE
A PLANNED RESIDENTIAL DEVELOPMENT. K. HOVNANIAN AT ALTO, LLC, AN ARIZONA LIMITED LIABILITY
SHOWN PLATTED HEREON, AND DOES HEREBY PUBLISH THIS PLAT AS AND FOR THE PLAT OF SAID "ALTO",
TOWNSHIP 2 NORTH, RANGE 1 EAST, OF THE GILA & SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, AS
UNDER THE NAME "ALTO", A PLANNED RESIDENTIAL DEVELOPMENT, SITUATED WITHIN A PART OF SECTION 1,
THAT K. HOVNANIAN AT ALTO, 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
ALTO, 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
40'
B/C-B/C
FRONT SETBACK(1)
LOCAL STREET
(2) (4)
REAR
SET-BACK
TYPICAL LOT LAYOUT - 40' WIDE MIN.
5' S/W
5' S/W
SWE
8' PUE/
8' PUE/SWE
100'
100'
32'
(3)
(5)
(4)
(3)
(2)
(1)
LOT AREA IS 4,000 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 GARAGE FROM BACK OF SIDEWALK
WILL MAINTAIN A CLEAR-SIGHT VISIBILITY TRIANGLE.
INTERSECTION OF THE CORNER R/W LINES. ALL STREET CORNERS
SIGHT VISIBILITY LINE (SVL) EASEMENT MEASURED FROM THE
= ALL STREET CORNERS SHALL HAVE A 30' X 30' MINIMUM
1
PROJECT NO.
SHEET NO.
3 engineering
planning
surveying
civil engineering
of 2
COPYRIGHT 2019 3 ENGINEERING, LLC
PT01
5203
FAX: (602) 490-3230
PHONE: (602) 334-4387
SCOTTSDALE, AZ 85251
SUITE # 200
6370 E. THOMAS ROAD
3 ENGINEERING, LLC
DATE: 11/17/21
ALTO
FOR
FINAL PLAT
COVER SHEET
FINAL PLAT FOR ALTO - CASE FP21-28
NO. RADIUS ARC DELTA CHORD-BEARING CHORD
1 22965.88 311.01 000
46'33" N00
52'17.0"W 311.01
2 22965.88 710.85 001
46'24" N00
22'22.0"W 710.78
3 23020.88 310.88 000
46'25" N00
52'21.5"W 310.83
4 22910.88 700.50 001
45'07" N00
23'00.5"W 700.43
5 25.00 8.89 020
21'51" S08
48'17.5"W 8.84
6 55.00 125.50 130
43'42" S46
22'38.0"E 99.99
7 25.00 8.89 020
21'51" N78
26'26.5"E 8.84
8 25.00 8.89 020
21'51" S81
11'42.5"E 8.84
9 55.00 125.50 130
43'42" N43
37'22.0"E 99.99
10 25.00 8.89 020
21'51" N11
33'33.5"W 8.84
11 27.46 9.61 020
03'18" N08
39'01.0"E 9.56
12 55.00 125.20 130
25'09" N46
31'54.5"W 99.86
13 25.00 8.89 020
21'51" S78
26'26.5"W 8.84
14 25.00 8.89 020
21'51" S81
11'42.5"E 8.84
15 55.00 125.50 130
43'42" N43
37'22.0"E 99.99
16 25.00 8.89 020
21'51" N11
33'33.5"W 8.84
17 25.00 8.89 020
21'51" N08
48'17.5"E 8.84
18 55.00 125.36 130
35'09" N46
18'21.5"W 99.93
19 26.12 9.22 020
13'18" S78
30'43.0"W 9.17
20 25.00 8.89 020
21'51" N81
11'42.5"W 8.84
21 55.00 125.50 130
43'42" S43
37'22.0"W 99.99
22 25.00 8.89 020
21'51" S11
33'33.5"E 8.84
CURVE TABLE
''''''''''''''''''''''
''''''''''''''''''''''
''''''''''''''''''''''
PG. 14, M.C.R.
BK. 2 OF MAPS,
ROADWAY PER
33' COUNTY
PG. 14, M.C.R.
BK. 2 OF MAPS,
ROADWAY PER
33' COUNTY
M.C.R.
& 2000- 0937416
1997- 0765851
PER DOC.
110' EXCEPTION
CAP IN HANDHOLE
T2N R1E FOUND BRASS
CENTER OF SECTION 1
BRASS CAP IN HANDHOLE
FOUND MARICOPA COUNTY
SW COR. OF SECTION 1 T2N R1E
IN HANDHOLE
COUNTY BRASS CAP
FOUND MARICOPA
SECTION 1 T2N R1E
SOUTH ‚ COR.
BRASS CAP IN HANDHOLE
R1E FOUND MARICOPA COUNTY
SOUTH ‚ COR. SECTION 1 T2N
120 TYPE B
STD DTL
CAP MAG
SET BRASS
26404
CAP RLS
REBAR W/
SET 1/2"
26404
CAP RLS
REBAR W/
SET 1/2"
26404
CAP RLS
REBAR W/
SET 1/2"
26404
CAP RLS
REBAR W/
SET 1/2"
120 TYPE B
MAG STD DTL
SET BRASS CAP
40'
40'
40'
40'
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'
23'
35'
55'
R/W
R/W
R/W
R/W
55'
R/W
55'
R/W
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
SWE
R/W
EX.
ALTO
FOR
FINAL PLAT
FINAL PLAT SHEET
PT02
of 2
2
SCALE: 1"= 40'
0'
20'
40'
80'
1555.03'
1989.11'
2625.79'
Z ONING: R1-6
ARTH UR L H AW KINS RE VOCABLE TRUST
APN 143-25-004
ZONING: R1-7
ASSOCIATION
ORANGEWOOD ESTATES HOMEOWNERS
APN 142-26-571
ZONING: R1-6
GLENDALE SCHOOL DISTRICT NO. 40
APN 143-26-013B
Z ONING: R1-6
CH URCH OF GLE NDALE
F AITH BAPTIST
APN 143-26-001D
ZONING: R1-7
ASSOCIATION
ORANGEWOOD ESTATES HOMEOWNERS
APN 142-26-572
M.C.R.
MAPS, PG. 89
PER BK. 15 OF
COUNTY ROAD
40' DESIGNATED
189, M.C.R.
DKT. 507, PG.
ROADWAY PER
33' ESMT. FOR
M.C.R.
MAPS, PG. 89
PER BK. 15 OF
COUNTY ROAD
40' DESIGNATED
IN HANDHOLE
FND COUNTY BRASS CAP
R1E,
COR. SEC. 1 T2N,
4
1
W
BRASS CAP FLUSH
FOUND MCDOT
BRASS CAP FLUSH
FOUND MCDOT
BRASS CAP FLUSH
FOUND MCDOT
CAP RLS 27259
FND. 1/2" REBAR WITH
1997- 0765852 M.C.R.
13.12' TCE PER DOC.
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
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
54
53
52
51
50
49
48
89
88
87
86
85
84
78
79
80
81
82
41
42
43
44
45
46
47
83
W . O RANG EW O O D AVENUE
W . G ARDENIA AVENUE
W . NO RTHVIEW AVENUE
W . STATE AVENUE
W . NICO LET AVENUE
N. 75TH AVENUE
N. 74TH DRIVE
N. 74TH DRIVE
N. 74TH AVENUE
N. 74TH AVENUE
TRACT "B"
TRACT "C"
TRACT "A"
TRACT "H"
TRACT "D"
TRACT "A"
TRACT "E"
TRACT "C"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "A"
TRACT "B"
TRACT "G"
TRACT "F"
BRASS CAP FLUSH
FOUND MCDOT
AVENUE
W . STATE
1
1
1
1
1
1
1
1
1
1
1
1
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
1' VNAE
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
8' PUE/
20' SEWER EASEMENT
8' PUE
8' PUE
ACCESS ESMT.
29' WATER/EMERG.
33'
55'
EX. R/W
55'
EX. R/W
AVENUE
W . STATE
15'
15'
22.00'
51.53'
3.48'
55.01'
C1
C2
54.79'
15.88'
39.12'
154.57'
331.44'
246.00'
331.44'
246.00'
80.33'
165.67'
246.00'
350.97'
350.97'
246.00'
C3
10.64'
0.00'
0.00'
49.81'
C4
43.12'
600.02'
42.59'
86.93'
12.73'
8.48'
35.00'
40.00'
40.00'
40.00'
40.00'
21.49'
C
5
9
1
.
6
2
'
3
3
.
8
8
'
C
6
C
7
40.00'
40.00'
40.00'
40.00'
40.00'
21.76'
C
8
10.92'
3
4
.
2
1
'
3
1
.
8
7
'
3
2
.
6
7
'
15.83'
C
9
C
1
0
15.88'
40.00'
40.00'
40.00'
C
1
1
2
8
.
5
1
'
3
1
.
8
7
'
3
1
.
8
8
'
3
2
.
9
4
'
C
1
2
6.12'
2.77'
C
1
3
37.24'
40.00'
40.00'
40.00'
40.00'
41.36'
21.21'
170.00'
1.36'
40.00'
40.00'
40.00'
40.00'
40.00'
40.00'
16.77'
C
1
4
16.94'
3
3
.
6
0
'
3
1
.
8
8
'
3
4
.
1
7
'
8.91'
C
1
5
C
1
6
22.74' 40.00'
40.00'
33.58'
6.49'
2.40'
C
1
7
3
4
.
3
3
'
3
1
.
8
7
'
2
9
.
7
0
'
2
9
.
4
6
'
C
1
8
C
1
9
31.97'
40.00'
40.00'
40.00'
40.00'
40.00'
9.13'
C
2
0
2
1
.
9
4
'
3
1
.
8
7
'
3
1
.
8
8
'
3
5
.
1
1
'
4.70'
C
2
1
C
2
2
26.83'
40.00'
40.00'
40.00'
40.00'
40.00'
40.00'
35.00'
8.49'
12.72'
86.14'
42.16'
2.87'
18.34'
170.00'
2.86'
38.97'
40.00'
40.00'
40.00'
40.00'
40.00'
36.00'
7.07'
14.14'
170.00'
14.14'
7.07'
36.00'
40.00'
40.00'
40.00'
40.00'
40.00'
38.97'
21.21'
170.00'
21.21'
19.44'
40.00'
40.00'
40.00'
40.00'
40.00'
36.00'
7.07'
14.14'
170.00'
14.14'
7.07'
36.00'
40.00'
40.00'
40.00'
40.00'
40.00'
19.44'
40.00'
40.00'
40.00'
40.00'
35.00'
8.49'
88.00'
100.00'
100.00'
100.00'
100.00'
100.00'
96.85'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
95.68'
112.82'
120.84'
100.21'
106.41'
107.73'
109.06'
110.38'
109.55'
165.59'
99.56'
99.85'
100.00'
100.00'
100.00'
100.00'
100.00'
40.00'
40.00'
40.00'
40.00'
40.00'
40.00'
42.00'
62.35'
97.38'
124.46'
4.55'
7.23'
55.86'
40.02'
40.02'
40.03'
40.02'
92.10'
61.71'
74.75'
83.85'
41.00'
40.00'
40.00'
40.00'
40.00'
40.00'
42.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
95.06'
122.43'
109.26'
98.09'
103.38'
104.71'
106.03'
106.52'
110.45'
144.99'
95.91'
122.29'
30.75'
98.39'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
95.14'
129.69'
105.79'
96.99'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
88.00'
8.49'
35.00'
40.00'
40.00'
40.00'
40.00'
40.00'
40.00'
40.73'
71.84'
72.10'
28.28'
22.25'
101.24'
43.47'
40.00'
40.00'
40.00'
40.00'
40.00'
41.00'
97.97'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
95.00'
95.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
97.97'
41.00'
40.00'
40.00'
40.00'
40.00'
40.00'
41.00'
95.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
95.00'
40.00'
40.00'
40.00'
40.00'
40.00'
41.00'
491.79'
584.99'
51.98'
81.89'
78.77'
40.02'
40.02'
40.02'
40.02'
65.37'
106.15'
35.02'
15.01'
L=1
L=7
L=4
115.28'
LOFTIS
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26404
JAMES A.
1
PROJECT NO.
SHEET NO.
3 engineering
planning
surveying
civil engineering
of 2
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11/17/21
FINAL PLAT FOR ALTO - CASE FP21-XXXX