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W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 2\PARCEL 16\10883A-FPLAT 2.16-SHEETS.dwg
SHEET 1 OF 3
FINAL PLAT
OF
"STONEHAVEN PHASE 2, PARCEL 16"
A PLANNED AREA DEVELOPMENT
A PORTION OF THE NORTHWEST QUARTER, 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
Contact: Warren Russell, P.E.
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 2, PARCEL 16"
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.
PREPARED: July 2021
46643
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7/20/2021
4900 North Scottsdale Road #2200
Scottsdale, AZ 85251
(480) 508-7118
Contract: Jonathan Bastianelli
OWNER/DEVELOPER:
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 2, PARCEL 16",
SITUATED IN A PORTION OF THE NORTHEAST QUARTER, 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 2, PARCEL 16" 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.
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: _____________________________
ITS: _________________________________
ACKNOWLEDGEMENT
STATE OF ARIZONA
)
) SS.
COUNTY OF MARICOPA )
ON THIS ________ DAY OF ____________________, 20___ BEFORE ME, THE
UNDERSIGNED NOTARY PUBLIC, _________________________ PERSONALLY
APPEARED, WHO ACKNOWLEDGE HIMSELF/HERSELF TO BE THE _________________
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 _____________
SHEET INDEX
SHEET 1
COVER
SHEET 2
LOT AND TRACT SUMMARY TABLES,
TYPICAL LOT DETAIL, KEY MAP, AND
MONUMENT NOTES
SHEET 3
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 DIRECTOR
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.
THE SIDEWALK EASEMENTS AS SHOWN HEREON HAVE BEEN DEDICATED TO THE
CITY OF GLENDALE FOR THE INSTALLATION, REPAIR AND MAINTENANCE,
REMOVAL AND REPLACEMENT OF SIDEWALKS.
7.
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
SITE
91ST AVENUE
83RD AVENUE
CAMELBACK ROAD
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8
7
T
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AVEUNE
15
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: ________________
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
AREA
(SQ. FT.)
7,200
8,654
15,513
9,482
7,478
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,188
AREA
(ACRES)
0.165
0.199
0.356
0.218
0.172
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
LOT AREA
TABLE
LOT
15
16
17
18
19
20
21
22
23
24
25
26
27
28
AREA
(SQ. FT.)
7,704
8,001
8,505
7,487
7,500
7,500
9,328
13,188
7,826
7,200
7,200
7,200
7,200
7,200
AREA
(ACRES)
0.177
0.184
0.195
0.172
0.172
0.172
0.214
0.303
0.180
0.165
0.165
0.165
0.165
0.165
LOT AREA
TABLE
LOT
29
30
31
32
33
34
35
36
37
38
39
40
41
42
AREA
(SQ. FT.)
7,200
7,200
7,200
7,200
7,200
7,200
7,200
8,372
12,914
9,595
7,200
7,187
7,200
7,200
AREA
(ACRES)
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.192
0.296
0.220
0.165
0.165
0.165
0.165
LOT AREA
TABLE
LOT
43
44
45
46
47
48
49
50
51
52
53
54
55
56
AREA
(SQ. FT.)
7,200
7,200
7,188
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
7,200
AREA
(ACRES)
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
LOT AREA
TABLE
LOT
57
58
59
60
61
62
63
64
65
AREA
(SQ. FT.)
7,110
7,186
7,200
7,200
7,200
7,200
7,200
7,200
7,200
AREA
(ACRES)
0.163
0.165
0.165
0.165
0.165
0.165
0.165
0.165
0.165
TRACT SUMMARY TABLE
TRACT
TRACT 16A
TRACT 16B
TRACT 16C
TRACT 16D
TRACT 16E
TRACT 16F
TRACT 16G
TRACT 16H
TRACT 16I
TRACT 16J
AREA
(SQ. FT.)
11,771
79,955
2,200
24,168
9,583
10,164
20,036
1,350
2,296
16,409
AREA
(ACRES)
0.270
1.836
0.051
0.555
0.220
0.233
0.460
0.031
0.053
0.377
USAGE
LANDSCAPE, DRAINAGE, OPEN SPACE, PEDESTRIAN ACCESS, AND
PUE
LANDSCAPE, DRAINAGE, OPEN SPACE, WATER EASEMENT, SEWER
EASEMENT, PEDESTRIAN ACCESS, AND PUE
LANDSCAPE, OPEN SPACE, AND PUE
LANDSCAPE, DRAINAGE, OPEN SPACE, PEDESTRIAN ACCESS, AND
PUE
LANDSCAPE, OPEN SPACE, AND PUE
LANDSCAPE, OPEN SPACE, PEDESTRIAN ACCESS, AND PUE
LANDSCAPE, DRAINAGE, OPEN SPACE, AND PUE
LANDSCAPE, OPEN SPACE, AND PUE
LANDSCAPE, OPEN SPACE, AND PUE
LANDSCAPE, DRAINAGE, OPEN SPACE, AND PUE
MAINTENANCE
RESPONSIBILITY
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
HOMEOWNERS ASSOCIATION
5
4
3
6
9
2
1
8
7
BASIS OF BEARINGS
N 89°46'10" E 2655.80'
N 89°47'02" E 2652.78'
N 89°47'25" E 2649.02'
N 89°47'17" E 2649.15'
N 89°46'57" E 2647.02'
N 89°46'02" E 2645.30'
N 00°02'22" W 2640.92'
N 00°04'36" W 2641.61'
N 0°00'41" W 2642.29'
N 00°00'00" W 2641.21'
N 0°04'54" W 2640.89'
N 00°02'07" W 2640.64'
N 89°59'19" E 1119.71' (TIE)
451.63'
2190.66'
(TIE) S 89°55'06" W
124.81'
20.75'
W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 2\PARCEL 16\10883A-FPLAT 2.16-SHEETS.dwg
SHEET 2 OF 3
PREPARED BY:
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 2, PARCEL 16"
G
M
OODWIN
ARSHALL
CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORS
AND
INC.
2705 S. Alma School Road, Suite 2
Chandler, Arizona 85044
(602) 218-7285
Contact: Warren Russell, P.E.
46643
LANCE C.
DICKSON
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7/20/2021
54332
JOHN N.
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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.
AREAS
TRACT AREA
=
177,933 SQ. FT.
4.085 ACRES
LOT AREA
=
501,706 SQ. FT.
11.518 ACRES
RIGHT-OF-WAY
=
140,115 SQ. FT.
3.217 ACRES
GROSS AREA
=
819,754 SQ. FT.
18.819 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
16
65
18.819
4.085
21.71%
3.45
0.000
18.819
3.217
SHD-6 PAD
6,000
60 X 120
15
15
5
55%
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.
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.
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'
SITE
L9
11
9
8
7
6
5
4
TRACT 16H
TRACT 16B
34
38
36
TRACT 16A
30
29
28
27
26
25
24
2
3
1
31
32
37
33
39
35
TRACT 16G
10
13
12
14
20
19
18
TRACT 16F
23
22
21
62
40
50
TRACT 16E
63
TRACT 16C
51
64
45
52
65
46
53
58
44
47
54
59
43
48
55
60
42
49
56
61
41
TRACT 16D
57
TRACT 16I
16
17
TRACT 16J
L=25.36'
L
=
4
8
.
7
2
'
L
=
3
5
.1
9
'
5.29'
60.00'
60.00'
55.00'
7.07'
14.14'
115.01'
N 11°53'50" W 242.13'
96.91'
14.52'
7.23'
L=54
.33'
L=9.46'
50.54'
60.00'
96.68'
N 11°53'50" W 132.94'
L=8.18'
96.91'
14.42'
7.19'
54.82'
60.00'
60.00'
60.00'
60.00'
166.97'
60.00'
60.00'
60.00'
60.00'
62.74'
L=2.10'
L=13.39'
L
=
3
9
.7
8
'
L
=
4
7
.1
4
'
L
=
3
3
.
5
6
'
7.28'
60.00'
58.69'
L=1.31'
L=14.18'
L
=
4
0
.
7
8
'
L
=
4
8
.7
2
'
L
=
3
0
.9
8
'
10.43'
60.00'
60.00'
60.00'
60.00'
60.00'
98.09'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
17.44'
197.30'
15.83'
7.43'
54.24'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
110.76'
60.00'
60.00'
60.00'
60.00'
55.00'
7.07'
14.14'
210.00'
14.14'
7.07'
55.00'
60.00'
60.00'
60.00'
60.00'
90.64'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
52.36'
L=7.64'
L=60.16
'
L=49.36'
12.21'
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 0°13'24" W
120.00'
N 2°37'58" W
120.06'
N 23°27'46" E
127.58'
115.01'
N 0°13'24" W
N 89°46'36" E 120.00'
60.00'
103.40'
5.31'
125.58'
N 89°46'36" E 120.00'
60.00'
91.93'
86.76'
N 0°13'24" W
120.00'
N 0°13'24" W
120.00'
N 65°29'51" W
128.25'
N 89°46'36" E
119.98'
N 14°44'37" W
120.61'
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 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
120.00'
N 72°34'25" E
122.96'
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 78°06'10" E
125.00'
N 44°55'07" W
106.75'
97.25'
60.00'
60.00'
60.00'
120.00'
N 78°06'10" E
N 78°06'10" E
125.00'
N 78°06'10" E
125.00'
N 8°26'22" E
116.96'
N 59°11'36" E
129.98'
N 0°13'24" W
120.00'
115.31'
N 0°13'24" W
20.12'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
N 89°46'36" E
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
20.12'
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'
60.00'
60.00'
N 89°46'36" E
60.00'
60.00'
60.00'
N 0°13'24" W
115.00'
N 0°13'24" W
115.00'
N 0°13'24" W
120.00'
116.01'
N 0°13'24" W
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 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 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 0°13'24" W
120.00'
N 0°13'24" W
119.95'
120.29'
N 11°53'50" W
N 11°53'50" W
131.22'
N 11°53'50" W
135.54'
N 11°53'50" W
147.94'
60.00'
N 11°53'50" W 277.25'
N 41°45'32" E 130.89'
N 00°13'24" W 163.40'
N 00°13'24" W 238.69'
N 89°46'36" E 955.36'
N 00°13'24" W 290.00'
N 89°46'36" E 838.00'
N 11°53'50" W 272.67'
N 78°06'10" E 2735.50'
N 02°22'55" W 136.41'
52.21'
205.01'
L=22.61'
L=99.64
'
764.53'
798.00'
175.97'
880.00'
845.97'
180.29'
207.22'
WEST MISSOURI AVENUE
NORTH 88TH DRIVE
WEST DENTON LANE
NORTH 87TH DRIVE
NORTH 87TH DRIVE
C2
C3
8' PUE
8' PUE
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
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1
1
1
1
15
1
1
1
APN: 102-12-041
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
APN: 102-12-041
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
NORTH 87TH AVENUE
35'
25'
25'
25' 25'
25' 25'
25' 25'
25' 25'
25' 25'
35'
, MCR
STONEHAVEN PARCEL 14
BK. 1457 OF MAPS, PG. 25, MCR
STONEHAVEN PARCEL 14
BK. 1457 OF MAPS, PG. 25, MCR
APN: 102-12-038
CITY OF GLENDALE
APN: 102-11-303
CITY OF GLENDALE
WEST MONTEBELLO
AVENUE
WEST MISSOURI
AVENUE
(80' R/W)
BK. 313 OF MAPS,
PG. 41, MCR
9
CAMELBACK PARK
BK. 313 OF MAPS, PG. 41, MCR
CAMELBACK PARK
BK. 313 OF MAPS, PG. 41, MCR
1
1
8' PUE
30' WATER & SEWER EASEMENT
N 88°27'03" E 247.12'
N 88°27'03" E 248.94'
17.08'
30.01'
2.91'
L11
L12
L=30.01'
L=143.22
'
L=269.49'
C1
S 78°06'10" W 111.68'
S 89°46'36" W 981.34'
N 62°21'17" W 119.75'
N 89°46'36" E 1344.08'
S89°46'36"W
61.27'
S82°17'15"W
79.91'
N84°44'10"W
58.75'
N71°35'34"W
58.46'
N74°41'46"W
86.81'
N12°26'16"E
39.52'
L1
L2
L3
R=1850.00' L=4
42.72' ∆=13°42'41
"
CB=N07°13'
33"E CL=441.66'
60.16'
19.75'
41.15'
29.93'
L=10.06'
14.33'
60.00'
60.00'
60.00'
60.00'
60.00'
166.97'
60.00'
60.00'
60.00'
60.00'
59.79'
79.15'
29.30'
29.45'
13.51'
106.24'
199.19'
38.42'
86.48'
60.00'
60.00'
60.00'
60.00'
60.00'
98.09'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
75.36'
58.27'
68.27'
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
61.27'
111.68'
L4
L5
L6
L7
L8
L10
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
BEARING
S33°06'10"W
S11°53'50"E
S56°53'50"E
N33°06'10"E
N51°03'37"W
S44°46'36"W
S45°13'24"E
N46°18'10"W
N41°07'41"E
S56°53'50"E
N81°58'18"W
N81°58'18"W
DISTANCE
21.21
50.00
21.21
21.21
23.26
21.21
21.21
21.61
21.76
21.21
7.03
10.15
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
RADIUS
500.00
2000.00
600.00
625.00
575.00
50.00
55.00
50.00
ARC LENGTH
106.62
9.12
122.25
63.79
109.52
15.49
120.48
15.49
DELTA ANGLE
12°13'04"
0°15'40"
11°40'26"
5°50'51"
10°54'46"
17°45'10"
125°30'20"
17°45'10"
CHORD BEARING
S18°00'22"E
N02°15'05"W
N83°56'23"E
N81°01'36"E
N83°33'33"E
S80°54'01"W
N45°13'24"W
N08°39'11"E
CHORD LENGTH
106.42
9.12
122.04
63.76
109.35
15.43
97.79
15.43
CURVE TABLE
CURVE #
C9
C10
C11
C12
C13
C14
RADIUS
50.00
55.00
50.00
50.00
55.00
50.00
ARC LENGTH
15.49
120.48
15.49
15.49
109.27
15.49
DELTA ANGLE
17°45'10"
125°30'20"
17°45'10"
17°45'10"
113°49'54"
17°45'10"
CHORD BEARING
N09°05'59"W
N44°46'36"E
S81°20'49"E
N80°54'01"E
S51°03'37"E
S03°01'15"E
CHORD LENGTH
15.43
97.79
15.43
15.43
92.17
15.43
W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 2\PARCEL 16\10883A-FPLAT 2.16-SHEETS.dwg
SHEET 3 OF 3
PREPARED BY:
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 2, PARCEL 16"
GRAPHIC SCALE
1"=50'
0
50
100
150
G
M
OODWIN
ARSHALL
CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORS
AND
INC.
2705 S. Alma School Road, Suite 2
Chandler, Arizona 85044
(602) 218-7285
Contact: Warren Russell, P.E.
54332
JOHN N.
ROGERS
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7/20/2021
46643
LANCE C.
DICKSON
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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
SWE
SIDEWALK EASEMENT
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