Final Plat

W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 3\PHASE 3-18\10883-FPLAT 3.18-SHEETS.dwg
SHEET 1 OF 4
FINAL PLAT
OF
 "STONEHAVEN PHASE 3, PARCEL 18"
A PLANNED AREA DEVELOPMENT
A PORTION OF THE SOUTHWEST QUARTER AND SOUTHEAST QUARTER OF SECTION 15,
TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA, COUNTY, ARIZONA
PREPARED BY:
G
M
OODWIN
ARSHALL
CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORS
AND
INC.
2705 S. Alma School Road, Suite 2
Chandler, Arizona 85044
(602) 218-7285
Arizona Surveying & Mapping
2440 W. Mission Lane, Suite 4, Phoenix, Arizona 85021
TEL (602) 246-9919  FAX (602) 246-9944   info@asam1.com
Arizona Surveying and Mapping
SURVEYED BY:
"FINAL PLAT OF STONEHAVEN PHASE 3, PARCEL 18"
SURVEYOR'S STATEMENT
I, LANCE C. DICKSON, HEREBY CERTIFY THAT I AM A REGISTERED LAND
SURVEYOR IN THE STATE OF ARIZONA, THAT THIS MAP CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE UNDER MY SUPERVISION AND
THE SURVEY IS TRUE AND COMPLETE AS SHOWN, MEETS THE MINIMUM
STANDARDS FOR ARIZONA LAND BOUNDARY SURVEYS, ALL MONUMENTS
SHOWN ACTUALLY EXIST AS SHOWN, THEIR POSITIONS ARE CORRECTLY
SHOWN AND THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE
SURVEY TO BE RETRACED.
BY: LANCE C. DICKSON, R.L.S. #46643
      ARIZONA SURVEYING AND MAPPING
      2440 W. MISSION LANE, SUITE 4
      PHOENIX, ARIZONA 85021
(602) 246-9919
I, JOHN N. ROGERS, HEREBY CERTIFY THAT I AM A REGISTERED LAND
SURVEYOR IN THE STATE OF ARIZONA, DO HEREBY DECLARE THAT THE
INTERNAL LOT AND TRACT LINES, EASEMENTS, RIGHTS-OF-WAY, AND
OTHER CALCULATIONS OTHER THAN PROPERTY BOUNDARY, WERE
PROPERLY PREPARED UNDER MY PERSONAL SUPERVISION IN
ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE
STATE OF ARIZONA.
BY: JOHN N. ROGERS, R.L.S. #54332
      GOODWIN AND MARSHALL, INC.
      2705 S. ALMA SCHOOL RD., STE. 2
      CHANDLER, ARIZONA 85286
(602) 218-7285
NOTE:
A.R.S.
32-151 STATES THAT THE USE OF THE WORD "CERTIFY" OR
"CERTIFICATE" IS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING
THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A GUARANTEE,
EXPRESS OR IMPLIED.
VICINITY MAP
N.T.S.
DEDICATION
STATE OF ARIZONA
)
) SS.
COUNTY OF MARICOPA )
KNOW ALL MEN BY THESE PRESENTS:
THAT TAYLOR MORRISON/ARIZONA, INC., AN ARIZONA CORPORATION, AS OWNER,
DOES HEREBY PUBLISH THIS FINAL PLAT OF "STONEHAVEN PHASE 3, PARCEL 18",
SITUATED IN A PORTION OF THE SOUTHWEST QUARTER AND SOUTHEAST QUARTER OF
SECTION 15, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE
AND MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN AND PLATTED HEREON
AND DOES HEREBY PUBLISH THIS PLAT AS AND FOR THE PLAT OF SAID "STONEHAVEN
PHASE 3, PARCEL 18" 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 AND HEREBY DEDICATES TO THE CITY OF GLENDALE FOR USE, AS SUCH, THE
EASEMENTS AND THE PUBLIC RIGHT-OF-WAY FOR ROADWAY PURPOSES AS SHOWN ON
SAID PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES. EASEMENTS ARE
DEDICATED FOR THE PURPOSES SHOWN HEREON.
TRACTS ARE HEREBY DEDICATED TO A FUTURE HOMEOWNER'S ASSOCIATION AND ARE
DECLARED FOR THE SPECIFIC USES IDENTIFIED ON THE TRACT SUMMARY TABLE
PROVIDED HEREON ON PAGE 2 OF THIS FINAL PLAT AND SUBJECT TO THE EASEMENTS
DEDICATED TO THE CITY OF GLENDALE.
OWNER HEREBY GRANTS TO THE PUBLIC A PERPETUAL NON-EXCLUSIVE EASEMENT IN,
UPON, OVER, UNDER, THROUGH, AND ACROSS THE AREAS DESIGNATED AS PUBLIC
UTILITY EASEMENTS AS SHOWN ON THE PLAT FOR THE PURPOSE OF ACCESSING,
INSTALLING, CONSTRUCTING, MAINTAINING, REPAIRING, REPLACING AND UTILIZING
PUBLIC UTILITIES.
IN WITNESS WHEREOF, TAYLOR MORRISON/ARIZONA, INC. AN ARIZONA
CORPORATION, AS OWNER, HAS HEREUNTO CAUSED ITS CORPORATE NAME TO BE
AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED,
DULY AUTHORIZED OFFICER THIS ________ DAY OF ____________________, 20___.
TAYLOR MORRISON/ARIZONA, INC., AN ARIZONA CORPORATION
BY: _________________________________
NAME: STEVE HAHN
ITS: VICE PRESIDENT
SHEET INDEX
SHEET 1
COVER
SHEET 2
LOT AND TRACT SUMMARY TABLES,
TYPICAL LOT DETAIL, KEY MAP, AND
MONUMENT NOTES
SHEET 3-4
 TYPICAL PLAN SHEET, LEGEND, LINE
AND CURVE TABLES
BASIS OF BEARINGS
N 00°00'41" W ALONG THE MONUMENT LINE OF 91ST AVENUE AS MEASURED
BETWEEN MONUMENTS NUMBERED 1 AND 2 SHOWN HEREON AND DESCRIBED
UNDER MONUMENT NOTES.
PRELIMINARY PLAT CONFORMANCE
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN PREPARED IN GENERAL
CONFORMANCE TO THE PRELIMINARY PLAT OF THIS SUBDIVISION APPROVED BY
THE CITY OF GLENDALE PLANNING AND ZONING COMMISSION.
BY: ________________________________
____________________
        PLANNING MANAGER
DATE
        CITY OF GLENDALE
NOTES
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 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.
6.
ALL DRAINAGE STRUCTURES LOCATED IN TRACTS AND OUTSIDE OF CITY
RIGHT-OF-WAY SHALL BE MAINTAINED BY THE DEVELOPMENT HOMEOWNER'S
ASSOCIATION.
IMPROVEMENT ASSURANCES
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 DESIGNATE
DATE
APPROVALS
APPROVED BY THE CITY COUNCIL OF THE CITY OF GLENDALE, ARIZONA.
THIS ________ DAY OF ____________________, 20___
____________________________________
____________________
         MAYOR
DATE
____________________________________
____________________
ATTEST CITY CLERK
DATE
54332
JOHN N.
ROGERS
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10/20/2021
46643
LANCE C.
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10/20/2021
91ST AVENUE
83RD AVENUE
CAMELBACK ROAD
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BELLO
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VENU
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8
7
T
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AVEUNE
15
C
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DINAL WA
Y
SITE
ACKNOWLEDGEMENT
STATE OF ARIZONA
)
) SS.
COUNTY OF MARICOPA )
ON THIS ________ DAY OF ____________________, 20___ BEFORE ME, THE
UNDERSIGNED NOTARY PUBLIC, STEVE HAHN PERSONALLY APPEARED, WHO
ACKNOWLEDGE HERSELF TO BE THE VICE PRESIDENT OF TAYLOR
MORRISON/ARIZONA, INC. AN ARIZONA CORPORATION AND BEING AUTHORIZED
TO DO SO ON BEHALF OF SAID ENTITY, EXECUTED THIS INSTRUMENT FOR THE
PURPOSES HEREIN CONTAINED.
IN WITNESS WHEREOF:
I HEREUNTO SET MY HAND AND OFFICIAL SEAL
______________________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES _____________
STONEHAVEN COMMUNITY ASSOCIATION
RATIFICATION AND CONSENT
THE UNDERSIGNED HEREBY RATIFIES AND CONSENTS TO THIS PLAT, INCLUDING
ITS MAINTENANCE OBLIGATIONS AS SET FORTH HEREIN.
STONEHAVEN COMMUNITY ASSOCIATION, AN ARIZONA NON-PROFIT
CORPORATION
BY: __________________________________
BY: LAUREN VAN TUSSENBROEK
ITS: PRESIDENT
STONEHAVEN COMMUNITY ASSOCIATION RATIFICATION
ACKNOWLEDGEMENT
STATE OF ARIZONA     
)
      
)SS
COUNTY OF MARICOPA )
ON THIS_____DAY OF____________________ , 20___ BEFORE ME, THE UNDERSIGNED
NOTARY PUBLIC, LAUREN VAN TUSSENBROOK PERSONALLY APPEARED, WHO
ACKNOWLEDGED HERSELF TO BE PRESIDENT OF THE STONEHAVEN COMMUNITY
ASSOCIATION, AN ARIZONA NON-PROFIT CORPORATION AND BEING AUTHORIZED
TO DO SO ON BEHALF OF SAID ENTITY, EXECUTED THIS INSTRUMENT FOR THE
PURPOSES HEREIN CONTAINED.
IN WITNESS WHEREOF:
I HEREUNTO SET MY HAND AND OFFICIAL SEAL
____________________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES: ________________
LEGEND
FOUND MONUMENT AS NOTED
SET CORNER OF THIS PLAT PER
MAG. STD. DTL. 120-1 TYPE "C"
SET BRASS CAP FLUSH PER MAG.
STD. DTL. 120-1 TYPE "B"
SQ. FT.
SQUARE FEET
R/W
RIGHT-OF-WAY
PUE
PUBLIC UTILITY EASEMENT
S/W
SIDEWALK
LS
LANDSCAPE
OS
OPEN SPACE
DE
DRAINAGE EASEMENT
PED. ACCESS
PEDESTRIAN ACCESS EASEMENT
BSL
BUILDING SETBACK LINE
SHD
STONEHAVEN DISTRICT
B/C
BACK OF CRUB
VNAE
VEHICLE NON-ACCESS
EASEMENT
BK
BOOK
PG
PAGE
MCR
MARICOPA COUNTY RECORDS
APN
ASSESSOR PARCEL NUMBER
LOCAL & COLLECTOR
UNOBSTRUCTED VIEW
EASEMENT (30' X 30')
PLAT BOUNDARY LINE
LOT/TRACT LINE
ADJONER LINE
SECTION LINE
EASEMENT LINE
CENTER LINE
1

3
4
5
6
9
7
8
1
2
N 89°47'02" E   2652.78'
N 89°46'57" E   2647.02'
N 89°46'10" E   2655.80'
N 89°46'02" E   2645.30'
N 00°02'22" W   2640.92'
N 00°02'07" W   2640.64'
N 89°47'17" E   2649.15'
N 89°47'25" E   2649.02'
S 00°00'00" E   2641.21'
N 00°04'54" W   2640.89'
S 00°04'36" E   2641.61'
N 00°00'41" W   2642.29'
BASIS OF BEARINGS
N 89°59'19" E   1118.21'
N 00°13'50" W   1502.86'
451.22'
2191.08'
1055.76'
1600.04'
60' x 120' TYPICAL LOT DETAIL
                                                            N.T.S.
30' x 30'
UNOBSTRUCTED
VIEW EASEMENT
TRACT
1' VNAE
8' PUE
16' B/C
5' S/W
25' R/W
8' MIN/10' TYP
TRACT
5' S/W
25' R/W
16' B/C
8' PUE
⅊
℄
⅊
℄
18' MIN (FACE OF
GARAGE TO BACK
OF SIDEWALK)
60' (MIN)
60' (MIN)
120' (TYP)
FACE OF
GARAGE
15' BSL
15' BSL
5' BSL
5' BSL
5' BSL
5' BSL
15' BSL
15' BSL
LOT AREA
TABLE
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
AREA
(SQ. FT.)
7,188
7,200
7,200
7,200
7,200
7,200
7,200
7,045
17,146
9,453
7,187
7,197
7,200
7,200
7,200
7,188
7,200
7,200
7,200
7,200
7,200
7,394
9,650
15,727
9,688
7,500
AREA
(ACRES)
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.162
0.394
0.217
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.170
0.222
0.361
0.222
0.172
LOT AREA
TABLE
LOT
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
AREA
(SQ. FT.)
7,500
7,499
7,369
7,649
7,437
7,187
7,200
7,200
7,200
7,394
11,833
10,520
7,238
7,187
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
AREA
(ACRES)
0.172
0.172
0.169
0.176
0.171
0.165
0.165
0.165
0.165
0.170
0.272
0.241
0.166
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
LOT AREA
TABLE
LOT
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
AREA
(SQ. FT.)
7,188
8,681
16,640
9,147
7,200
7,200
7,200
8,644
8,750
7,535
7,205
7,300
7,200
7,200
7,188
7,200
7,200
7,200
7,200
7,188
7,188
7,200
7,200
7,214
7,492
AREA
(ACRES)
0.165
0.199
0.382
0.210
0.165
0.165
0.165
0.198
0.201
0.173
0.165
0.168
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.166
0.172
TRACT SUMMARY TABLE
TRACT
TRACT 18A
TRACT 18B
TRACT 18C
TRACT 18D
TRACT 18E
TRACT 18F
TRACT 18G
TRACT 18H
TRACT 18J
TRACT 18K
TRACT 18L
TRACT 18M
TRACT 18N
AREA
(SQ. FT.)
7,617
25,882
2,570
1,124
40,184
49,278
3,835
2,200
2,200
9,375
1,100
17,037
1,100
AREA
(ACRES)
0.175
0.594
0.059
0.026
0.922
1.131
0.088
0.051
0.051
0.215
0.025
0.391
0.025
USAGE
L.S, O.S., P.U.E, D.E., PED. ACCESS
L.S., D.E., O.S., PED. ACCESS, P.U.E
L.S., O.S., P.U.E.
L.S., O.S., P.U.E.
L.S., O.S., D.E., P.U.E., PED. ACCESS
L.S., D.E., O.S., PED., P.U.E., ACCESS
L.S., O.S., P.U.E.
L.S., O.S., P.U.E.
L.S., O.S., P.U.E.
L.S., O.S., P.U.E.
L.S., O.S., P.U.E.
L.S., O.S., PED. ACCESS, P.U.E., D.E.
L.S., O.S., P.U.E.
MAINTENANCE
RESPONSIBILITY
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 3\PHASE 3-18\10883-FPLAT 3.18-SHEETS.dwg
SHEET 2 OF 4
PREPARED BY:
G
M
OODWIN
ARSHALL
CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORS
AND
INC.
2705 S. Alma School Road, Suite 2
Chandler, Arizona 85044
(602) 218-7285
Arizona Surveying & Mapping
2440 W. Mission Lane, Suite 4, Phoenix, Arizona 85021
TEL (602) 246-9919  FAX (602) 246-9944   info@asam1.com
Arizona Surveying and Mapping
SURVEYED BY:
"FINAL PLAT OF STONEHAVEN PHASE 3, PARCEL 18"
SITE
UNOBSTRUCTED VIEW EASEMENT (TYP)
                                                                                            N.T.S.
NOTES:
1.
NO SIGNS, FENCES, WALLS, UTILITY BOXES, STRUCTURES,
SHRUBS, HEDGES OR OTHER PLANTS (EXCLUDING TREES OVER
30 INCHES IN HEIGHT) SHALL BE PERMITTED WITHIN THE
RESTRICTED AREAS, EXCEPT AS APPROVED BY THE CITY
TRANSPORTATION DIRECTOR.
2.
TREES ARE PERMITTED WITH THE RESTRICTED AREAS, PROVIDED:
A.
NO LIMBS, LEAVES, NEEDLES OR OTHER FOLIAGE 
ABOVE 30 INCHES OR BELOW 84 INCHES ARE PERMITTED.
B.
TREES ARE PLANTED SO AS NOT TO OBSTRUCT 20% OF THE
VISIBILITY WHEN COMBINED WITH OTHER OBSTRUCTIONS
PRESENT.
UNOBSTRUCTED
VIEW EASEMENT
LOCAL & COLLECTOR
⅊
℄
⅊
℄
30'
30'
1
TYPICAL LOT DETAIL NOTES
1.
FRONT YARD SETBACK IS 15' WITH 18' FROM FACE OF
GARAGE DOOR TO BACK OF SIDEWALK SHALL BE
PROVIDED FOR FORWARD FACING GARAGES.
2.
MINIMUM LOT DEPTHS MAY BE DECREASED BY UP TO
10' AT CUL-DE-SACS AND KNUCKLES AS LONG AS
MINIMUM LOT AREAS AND SETBACKS ARE ADHERED
TO.
3.
REAR LOT LINE IS DEFINED AS THE LOT LINE MOST
NEARLY OPPOSITE TO THE FRONT PROPERTY LINE. IN
THE EVENT THAT THE FRONT PROPERTY LINES IS A
CURVED LINE, THEN THE REAR PROPERTY LINE SHALL
BE THE LOT LINE THAT IS CONSISTENT WITH REAR LOT
LINES ON ADJACENT OR NEARBY LOTS.
4.
A MAXIMUM OF ONE LOCATION WITHIN ANY BLOCK
LENGTH MAY HAVE A MINIMUM 10' DISTANCE
BETWEEN BUILDINGS. THE SPECIFIC LOCATION OF THE
10' BUILDING SEPARATION WILL BE DETERMINED AT
THE TIME OF BUILDING PERMIT APPROVAL, SUBJECT
TO THE ADMINISTRATIVE APPROVAL BY THE
PLANNING DIRECTOR OR THEIR DESIGNEE.
5.
MAXIMUM ALLOWABLE LOT COVERAGE 55%
6.
REAR COVERED PATIOS MAY ENCROACH TO WITHIN
15 FEET FROM THE REAR PROPERTY LINE.
MONUMENT NOTES
ALL MONUMENTATION SHOWN HEREON WAS ACCEPTED
UNLESS OTHERWISE NOTED.
MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS
CAP IN HANDHOLE FOR THE SOUTHWEST CORNER OF
SECTION 15, T2N, R1E
MARICOPA COUNTY DEPARTMENT OF
TRANSPORTATION BRASS CAP IN HANDHOLE FOR THE
WEST QUARTER CORNER OF SECTION 15, T2N, R1E
PK NAIL WITH STADDLERS FOR THE NORTHWEST
CORNER OF SECTION 15, T2N, R1E
CALCULATED POSITION OF NORTH QUARTER
CORNER OF SECTION 15, T2N, R1E
CITY OF GLENDALE BRASS CAP FLUSH FOR THE
NORTHEAST CORNER OF SECTION 15, T2N, R1E
BRASS CAP IN HANDHOLE FOR THE EAST QUARTER
CORNER OF SECTION 15, T2N, R1E
MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS
CAP IN HANDHOLE FOR THE SOUTHEAST CORNER OF
SECTION 15, T2N, R1E
MARICOPA COUNTY HIGHWAY DEPARTMENT BRASS
CAP IN HANDHOLE FOR THE SOUTH QUARTER
CORNER OF SECTION 15, T2N, R1E
FOUND 1" IRON BAR CENTER CORNER OF SECTION
15, T2N, R1E
1
2
3
4
5
6
7
8
9
KEY MAP
1" = 400'
NOTES:
1.
COMMON AREAS MAY INCLUDE OPEN SPACE, LANDSCAPING,
PEDESTRIAN PATHS AND/OR AMENITIES.
2.
SPECIFIC EASEMENTS THAT ARE BEING DEDICATED AS PART OF THIS
PLAT ARE FULLY DELINEATED ON THE FOLLOWING SHEETS.
3.
THE USES SHOWN IN THE TRACT TABLE ABOVE DO NOT INTEND TO
GRANT EASEMENTS THAT ARE BLANKET IN NATURE OVER THE ENTIRE
TRACT.
ALL LOTS TO BE RESIDENTIAL USE.
54332
JOHN N.
ROGERS
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10/20/2021
46643
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.
.
.
.
.
R
O
Y
R
U
S
10/20/2021
AREAS
TRACTS
=
163,502 SQ. FT.
3.753 ACRES
LOTS
=
606,534 SQ. FT.
13.924 ACRES
RIGHT-OF-WAY
=
197,044 SQ. FT.
4.524 ACRES
GROSS
=
967,080 SQ. FT.
22.201 ACRES
SITE SUMMARY TABLE
PARCEL NO
NUMBER
OF LOTS
ACREAGE
(GROSS)
APPROXIMATE
OPEN SPACE
PROVIDED (AC) [9]
PERCENTAGE OF
OPEN SPACE
PROVIDED (AC)
DENSITY
DU/AC
(GROSS) [10]
ARTERIAL /
COLLECTOR
ACREAGE
ACREAGE
(NET) [6]
UNBUILDABLE AREA
ROADWAY TRACTS
EXCLUDING PERIMETER
STREETS
ZONING
MINIMUM
LOT AREA
(SQ. FT.) [1]
TYPICAL LOT SIZE
(WIDTH X DEPTH) (FT)
[7] [8]
MINIMUM YARD SETBACKS
FRONT [2]
(FT)
REAR [3]
(FT)
SIDE
(FT)
MAX ALLOWABLE
LOT COVERAGE
18
77
22.201
3.753
16.91%
3.47
0.000
22.201
4.524
SHD-6 PAD
6,000
60 X 120
15
15
5
55%
PAD NOTES:
[1]
THE MINIMUM LOT AREA PERMITTED WITHIN DISTRICT. LOT DEPTH IS A FUNCTION OF MINIMUM AREA AND MINIMUM WIDTH.
[2]
THE MINIMUM SETBACK TO ANY FRONT FACING GARAGE DOOR SHALL BE 18 FEET FROM FACE OF THE GARAGE DOOR TO THE BACK  OF PUBLIC SIDEWALK.
[3]
REAR COVERED PATIOS MAY ENCROACH TO WITHIN 15 FEET FROM THE REAR PROPERTY LINE.
[4]
FOR ADDITIONAL INFORMATION REGARDING YARD ENCROACHMENTS, REFER TO THE PROVISIONS OF SECTION 5.4.3. (OF APPROVED PAD)
[5A] THE MINIMUM SIDE YARD SETBACKS MAY BE REDUCED TO 0' ALONG ONE OF THE TWO SIDE YARD PROPERTY LINES. (SHD-4 ZONING DISTRICT ONLY)
[5B] THE COMBINED SIDE YARD SETBACKS MAY BE REDUCED TO 5' WHEN THE HOME IS PLACED ON THE OPPOSITE SIDE YARD LOT LINE. (SHD-4 ZONING DISTRICT ONLY)
ADDITIONAL NOTES:
[6]
NET ACREAGE IS THE DIFFERENCE OF GROSS ACREAGE AND COLLECTOR/ARTERIAL ROADWAY ACREAGE.
[7]
LOT WIDTH IS MEASURED AT THE "FRONT GARAGE" FRONT YARD BUILDING SETBACK.
[8]
LOT DEPTH IS TYPICAL AND NOT A MINIMUM. LOT DEPTH MAY BE REDUCED BY UP TO 10 FEET AT KNUCKLES AND CUL-DE-SACS.
[9]
AS ESTIMATED BY THE PRELIMINARY PLAT. HOWEVER THE PERCENTAGES OF OPEN SPACE MAY VARY IN THE FINAL PLAT.
[10] NUMBER OF RESIDENTIAL UNITS DIVIDED BY THE GROSS AREA.
TRACT SUMMARY TABLE LEGEND
L.S. 
LANDSCAPE
O.S.
OPEN SPACE
D.E.
DRAINAGE EASEMENT
PED. ACCESS
PEDESTRIAN ACCESS
PUE
PUBLIC UTILITY EASEMENT

TRACT 18M
TRAC
66
TRACT 18M
60
54
55
57
59
58
56
62
61
TRACT 18A
63
5
9
7
6
2
4
3
1
11
8
10
64
TRACT 18F
65
67
74
75
76
73
TRACT 18H
71
72
68
69
70
77
TRACT 18G
N 89°46'36" E   120.00'
N 00°13'24" W   93.57'
N 01°46'44" W   113.46'
60.00'
60.00'
60.00'
102.37'
96.57'
4.98'
36.09'
N 89°46'36" E
120.00'
2.07'
60.00'
60.00'
55.00'
N 89°46'36" E
120.00'
60.00'
60.00'
60.00'
60.00'
N 17°51'04" E   100.51'
N 00°13'24" W   106.37'
60.00'
115.00'
7.08'
14.14'
54.90'
L=0.10'
L=15.39'
L
=
3
9
.7
5
'
L
=
4
4
.4
8
'
L
=
3
6
.2
5'
55.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
9.17'
N 00°13'24" W   105.00'
120.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
66.44'
N 89°46'36" E
68.56'
7.07'
14.14'
L=58.
24
'
L=2.91'
60.00'
47.29'
L=18.34'
L=86.
16'
L=78.
86'
5.25'
60.00'
60.00'
60.00'
L
=
3
4
.7
1'
L
=
4
7
.
1
4
'
L
=
3
8
.6
2
'
5.64'
15.23'
21.21'
1.62'
60.00'
60.00'
60.00'
60.00'
55.00'
7.07'
14.14'
14.14'
7.07'
55.00'
60.00'
60.00'
27.26'
L=5
5.87
'
L=32.77'
N 11°49'31" E
120.00'
58.75'
N 0°13'24" W
120.00'
N 71°22'08" E
124.17'
N 22°15'29" E
128.98'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 27°47'28" E
120.15'
60.00'
59.75'
N 24°59'21" E
120.00'
58.46'
N 27°47'28" E
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
118.32'
N 66°34'18" W
130.59'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
120.00'
N 89°46'36" E   125.20'
N 89°46'36" E
120.00'
N 89°46'36" E   115.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
60.00'
60.00'
N 89°46'36" E
60.00'
60.00'
60.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
121.26'
N 0°13'24" W
120.00'
N 00°13'24" W   115.00'
115.00'
N 00°13'24" W
N 00°13'24" W   126.14'
N 00°13'24" W   120.00'
S 89°46'36" W   726.44'
N 00°00'41" W   377.75'
S 74°41'46" E   88.36'
S 62°21'17" E   119.75'
L1
L2
L3
58.46'
S71°35'34"E
58.75'
S84°44'10"E
S
8
C1
C2
C3
N 00°13'24" W   240.00'
N 00°13'24" W
116 39'
N 89°46'36" E   485.18'
N 89°46'36" E   242.26'
N 62°12'32" W
107.29'
N 00°13'24" W   109.00'
N 00°13'24" W   290.00'
151.91'
138.09'
N 00°13'24" W   217.07'
376.62'
108.56'
L=73
.60'
L=12
1.98'
N 89°46'36" E   296.62'
N 89°46'36" E   424.17'
N 00°13'24" W   109.00'
N 00°13'24" W   177.07'
N 00°13'24" W   177.07'
N 62°12'32" W   107.29'
N 62°12'32" W   107.29'
N 89°46'36" E   185.25'
N 89°46'36" E   202.26'
N 00°13'24" W   210.00'
N 89°46'36" E   261.00'
N 89°46'36" E   261.00'
N 89°46'36" E   341.00'
N. 88TH DRIVE
W. OREGON AVENUE
W. OREGON AVENUE
W
N. 88TH AVENUE
W. VERMONT AVENUE
N. 88TH DRIVE
C4
C6
L6
L7
L8
L9
L10
L11
L12
L13
L14
C8
C9
C10
C11
C12
C13
C14
C15
C16
C18
C19
C5
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25.00'
25.00'
25.00' 25.00'
1
1
1
1
1
1
1
1
1
1' VNAE
8' PUE
8' PUE
1' VNAE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
N 89°46'36" E   981.34'
1' VNAE
8' PUE
APN: 102-12-041
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
APN: 102-12-041
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
APN: 102-12-041
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
8' PUE
8' PUE
1
8' PUE
1' VNAE
TRACT 18B
C17
L24
L25
TRACT 18M
1
S76°25'58"W
84.46'
TRACT 18L
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
RADIUS
475.00'
30.00'
80.00'
36.00'
300.00'
400.00'
2000.00'
61.00'
325.00'
275.00'
425.00'
375.00'
425.00'
50.00'
55.00'
50.00'
49.68'
55.00'
50.00'
55.00'
55.00'
55.00'
1975.00'
2025.00'
55.00'
55.00'
55.00'
55.00'
55.00'
55.00'
ARC LENGTH
123.29'
53.89'
109.00'
56.55'
92.86'
195.58'
66.23'
95.82'
58.24'
46.00'
38.99'
183.35'
88.64'
15.49'
120.48'
15.49'
15.49'
120.48'
15.49'
16.65'
119.69'
16.65'
66.23'
66.23'
16.65'
119.69'
16.65'
16.65'
119.69'
16.65'
DELTA ANGLE
14°52'18"
102°55'51"
78°04'07"
90°00'00"
17°44'06"
28°00'52"
1°53'51"
90°00'00"
10°16'03"
9°35'04"
5°15'23"
28°00'52"
11°57'00"
17°45'10"
125°30'20"
17°45'10"
17°51'59"
125°30'20"
17°45'10"
17°20'29"
124°40'58"
17°20'29"
1°55'17"
1°52'27"
17°20'29"
124°40'58"
17°20'29"
17°20'29"
124°40'58"
17°20'29"
CHORD BEARING
N07°25'28"E
N66°19'33"E
N23°10'29"W
N44°46'36"E
S08°38'39"W
N76°12'58"W
N01°10'19"W
S44°46'36"W
S04°54'38"W
S04°34'08"W
S64°50'14"E
S76°12'58"E
S84°14'54"E
N80°54'01"E
N45°13'24"W
S08°39'11"W
S09°05'59"E
S44°46'36"E
N81°20'49"W
N08°53'39"W
S44°46'36"W
S81°33'09"E
N01°11'03"W
N01°09'37"W
N81°06'21"E
N45°13'24"W
S08°26'51"W
S08°53'39"E
N44°46'36"E
N81°33'09"W
CHORD LENGTH
122.95'
46.93'
100.77'
50.91'
92.49'
193.64'
66.23'
86.27'
58.16'
45.95'
38.98'
181.53'
88.48'
15.43'
97.79'
15.43'
15.43'
97.79'
15.43'
16.58'
97.43'
16.58'
66.23'
66.23'
16.58'
97.43'
16.58'
16.58'
97.43'
16.58'
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
BEARING
S62°12'32"E
N27°47'28"E
N15°43'46"E
N72°08'17"W
N00°13'24"W
N44°46'36"E
S45°13'24"E
S44°46'36"W
S28°17'54"E
S56°49'51"W
N45°13'24"W
N44°46'36"E
N44°46'36"E
S45°13'24"E
N44°46'36"E
S45°13'24"E
S45°13'24"E
N44°46'36"E
N44°46'36"E
N45°13'24"W
N45°13'24"W
N44°46'36"E
S44°46'36"W
S00°13'24"E
N00°13'24"W
DISTANCE
17.23'
50.00'
38.28'
46.91'
19.49'
21.21'
21.21'
21.21'
22.92'
20.87'
21.21'
21.21'
21.21'
21.21'
21.21'
21.21'
21.21'
21.21'
21.21'
21.21'
21.21'
21.21'
21.21'
41.07'
54.90'
W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 3\PHASE 3-18\10883-FPLAT 3.18-SHEETS.dwg
SHEET 3 OF 4
PREPARED BY:
G
M
OODWIN
ARSHALL
CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORS
AND
INC.
2705 S. Alma School Road, Suite 2
Chandler, Arizona 85044
(602) 218-7285
Arizona Surveying & Mapping
2440 W. Mission Lane, Suite 4, Phoenix, Arizona 85021
TEL (602) 246-9919  FAX (602) 246-9944   info@asam1.com
Arizona Surveying and Mapping
SURVEYED BY:
"FINAL PLAT OF STONEHAVEN PHASE 3, PARCEL 18"
GRAPHIC SCALE
1"=50'
0
50
100
150
46643
LANCE C.
DICKSON
N
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R
O
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R
U
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10/20/2021
54332
JOHN N.
ROGERS
N
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S
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10/20/2021
SEE SHEET 4

25.00' 25.00'
8M
78.78'
N 00°13'24" W
N. 87TH DR.
20.50'
19.40'
TRACT 18B
TRACT 18M
27
17
19
20
34
31
TRACT 18E
29
28
24
37
38
36
39
TRACT 18C
33
35
21
22
30
TRACT 18D
32
15
14
13
12
18
16
TRACT 18N
26
25
23
TRACT 18J
43
42
41
40
46
45
44
49
48
47
TRACT 18K
53
52
51
50
E   120.00'
N 00°13'24" W   93.57'
N 01°46'44" W   113.46'
7'
167.54'
46.25'
66.06'
60.00'
60.00'
60.00'
21.45'
11.08'
60.00'
N 52°01'43" E   109.34'
N 23°09'27" E
70.55'
60.00'
56.39'
116.00'
14.14'
7.07'
N 17°51'04" E   100.51'
N 00°13'24" W   106.37'
60.00'
00'
17.56'
3.65'
N 89°46'36" E   117.42'
60.00'
60.00'
60.00'
60.00'
57.42'
60.00'
60.00'
60.00'
40.30'
L=14.88'
L=1.77'
L=19.97'
L
=
4
8
.7
2
'
L
=
5
0
.9
9'
22.98'
60.00'
60.00'
60.00'
7.56'
38.78'
38.78'
7.07'
14.14'
58.89'
55.00'
L=1.11'
L=15.53'
L
=
5
2
.0
5
'
L=21.23'
L
=
4
6
.4
0
'
L=10.84'
L=5.81'
0.23'
60.00'
60.00'
54.20'
L
=
3
2
.
5
5
'
L
=
4
8
.
7
2
'
L
=
3
8
.4
1'
L=16.65'
55.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
7.21'
14.14'
7.07'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
55.00'
7.07'
14.14'
14.14'
7.07'
55.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
25.00'
210.00'
N 89°46'36" E
125.00'
N 89°46'36" E
125.00'
76.86'
60.00'
60.00'
60.00'
60.00'
" E
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
10.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
60.52'
N 0°13'24" W
127.88'
N 89°46'36" E   131.01'
N 00°13'24" W   133.27'
40.77'
134.98'
27.01'
N 89°46'36" E
124.69'
8" W
N 16°47'37" W
139.89'
N 67°32'51" W
123.16'
56.11'
96.14'
60.35'
N 3°41'23" W
115.31'
N 54°26'36" W
121.27'
N 89°46'36" E
119.00'
N 0°13'24" W
120.00'
120.00'
N 00°13'24" W
N 0°13'24" W
120.00'
N 0°13'24" W
126.48'
N 89°46'36" E
120.00'
N 89°46'36" E   120.00'
N 89°46'36" E
120.00'
N 89°46'36" E
120.00'
N 00°13'24" W
115.00'
N 89°46'36" E
125.00'
N 00°13'24" W   115.00'
N 00°13'24" W   115.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
60.00'
60.00'
60.00'
N 89°46'36" E
60.00'
60.00'
60.00'
60.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 00°13'24" W   120.00'
N 00°13'24" W   120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 89°46'36" E   981.34'
N 78°06'10" E   111.68'
S 11°53'50" E   198.58'
N 84°03'44" W   212.60'
S 89°46'36" W   370.00'
S 89°46'36" W   120.00'
61.27'
N89°46'36"E
79.91'
N82°17'15"E
S17°51'43"W
65.61'
S76°25'58"W
84.46'
L4
L5
R=767.
49' L=398
.63' ∆=29°45
'33"
CB=S02°5
8'57"W C
L=394.17
'
N 00°13'24" W   240.00'
N 00°13'24" W   116.39'
N 22°54'21" E   161.99'
N 00°13'24" W   316.86'
N 89°46'36" E   520.00'
N 00°13'24" W   290.00'
N 89°46'36" E   520.00'
N 00°13'24" W   435.00'
N 89°46'36" E   341.00'
138.09'
151.91'
145.00'
N 89°46'36" E   261.00'
N 89°46'36" E   261.00'
N 00°13'24" W   237.42'
105.00'
N 00°13'24" W
N 00°13'24" W   210.00'
N 89°46'36" E   440.00'
N 89°46'36" E   210.54'
N 00°13'24" W   174.43'
N 00°13'24" W   210.00'
N 89°46'36" E   422.21'
N 89°46'36" E   440.00'
61.00'
61.00'
41.00'
ENUE
W. OREGON AVENUE
W. OREGON AVENUE
W. VERMONT LANE
N. 87TH DRIVE
N. 87TH LANE
308.33'
211.67'
C7
L15
L16
L17
L18
L19
L20
L21
L22
L23
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25.01' 25.01'
1
1
1
1
25.00'
1
1
8' PUE
1' VNAE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
8' PUE
PUE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
8' PUE
1' VNAE
1' VNAE
1' VNAE
' VNAE
1
1
1' VNAE
1' VNAE
1' VNAE
N 00°13'24" W
115.00' 8' PUE
CAMELBACK PARK
BK. 313 OF MAPS, PG. 41, MCR
APN: 102-12-041
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
CAMELBACK PARK
BK. 313 OF MAPS, PG. 41, MCR
APN: 102-12-041
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
NORTH 87TH AVENUE
T 18B
8' PUE
8' PUE
8' PUE
OREGON AVENUE
BK. 313 OF MAPS, PG. 41, MCR
1' VNAE
1' VNAE
8' PUE
TRACT 18M
5'58"W
84.46'
35' R/W
BK. 313 OF MAPS, PG. 41, MCR
NORTH 87TH AVENUE
35' R/W
BK. ___ OF MAPS, PG. ___, MCR
NORTH 87TH AVENUE
35' R/W
BK. ___ OF MAPS, PG. ___, MCR
W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 3\PHASE 3-18\10883-FPLAT 3.18-SHEETS.dwg
SHEET 4 OF 4
PREPARED BY:
G
M
OODWIN
ARSHALL
CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORS
AND
INC.
2705 S. Alma School Road, Suite 2
Chandler, Arizona 85044
(602) 218-7285
Arizona Surveying & Mapping
2440 W. Mission Lane, Suite 4, Phoenix, Arizona 85021
TEL (602) 246-9919  FAX (602) 246-9944   info@asam1.com
Arizona Surveying and Mapping
SURVEYED BY:
"FINAL PLAT OF STONEHAVEN PHASE 3, PARCEL 18"
GRAPHIC SCALE
1"=50'
0
50
100
150
54332
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SEE SHEET 3