Final Plat

W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 3\PHASE 3-11\10883A-FPLAT 3.11-SHEETS.dwg
SHEET 1 OF 3
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 11"
FINAL PLAT
OF
 "STONEHAVEN PHASE 3, PARCEL 11"
A PLANNED AREA DEVELOPMENT
A PORTION OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 2
NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA, COUNTY, ARIZONA
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.
46643
LANCE C.
DICKSON
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10/20/2021
54332
JOHN N.
ROGERS
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10/20/2021
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 11",
SITUATED IN A PORTION OF THE NORTHEAST 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 11" 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 AS SHOWN ON SAID PLAT AND
INCLUDED IN THE ABOVE DESCRIBED PREMISES. EASEMENTS ARE DEDICATED FOR THE
PURPOSES SHOWN HEREON.
TRACT 11G SHALL BE A PRIVATE STREET. OWNER HEREBY DEDICATES, GRANTS AND
CONVEYS TO THE PUBLIC AN EASEMENT FOR INGRESS AND EGRESS, FOR REFUSE
COLLECTION, FOR EMERGENCY VEHICLES AND/OR SERVICE TYPE VEHICLES OVER AND
ACROSS TRACT 11G.
WATER AND SEWER EASEMENTS ARE HEREBY CONVEYED TO THE CITY OF GLENDALE IN,
OVER, AND UNDER TRACT 11G FOR THE INSTALLATION, OPERATION, REPAIR AND
MAINTENANCE, REMOVAL AND REPLACEMENT OF WATER AND SEWER LINES AND
ASSOCIATED APPURTENANCES.
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, 
MONUMENT NOTES, AND LEGEND
SHEET 3 
TYPICAL PLAN SHEET, 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
SITE
91ST AVENUE
83RD AVENUE
CAMELBACK ROAD
C
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DINAL WA
Y
MO
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E
BELLO
A
VENU
E
8
7
T
H
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
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
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: ________________
FINAL PLAT
OF
 "STONEHAVEN PHASE 3, PARCEL 11"
A PLANNED AREA DEVELOPMENT
A PORTION OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 2
NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA, COUNTY, ARIZONA
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.
4900 North Scottsdale Road #2200
Scottsdale, AZ 85251
(480) 508-7118
Contract: Jonathan Bastianelli
OWNER/DEVELOPER:

5
4
3
6
9
2
1
8
7
S 89°57'53" W
65.00' (TIE)
N 00°02'07" W   2640.64'
N 89°47'17" E   2649.15'
N 89°46'57" E   2647.02'
N 00°04'54" W   2640.89'
N 89°46'02" E   2645.30'
N 00°02'22" W   2640.92'
N 00°04'36" W   2641.61'
N 89°46'10" E   2655.80'
N 00°00'41" W   2642.29'
N 89°47'02" E   2652.78'
N 00°00'00" W   2641.21'
N 89°47'25" E   2649.02'
BASIS OF BEARINGS
S 00°12'43" E   925.37' (TIE)
1411.28'
1237.87'
1320.56'
1320.08'
70' 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
22.5' TRACT
8' MIN/10' TYP
TRACT
5' S/W
22.5' TRACT
16' B/C
8' PUE
⅊
℄
⅊
℄
18' MIN (FACE OF
GARAGE TO BACK
OF SIDEWALK)
70' (MIN)
70' (MIN)
120' (TYP)
FACE OF
GARAGE
15' BSL
15' BSL
5' BSL
5' BSL
5' BSL
5' BSL
15' BSL
15' BSL
TRACT SUMMARY TABLE
TRACT
TRACT 11A
TRACT 11B
TRACT 11C
TRACT 11D
TRACT 11E
TRACT 11F
TRACT 11G
AREA
(SQ. FT.)
12,753
1,100
2,200
1,100
6,961
56,322
106,347
AREA
(ACRES)
0.293
0.025
0.051
0.025
0.160
1.293
2.441
USAGE
L.S., D.E., O.S., PED. ACCESS, PUE
L.S., O.S., PUE
L.S., O.S., PUE
L.S., O.S., PUE
L.S., O.S., PUE
L.S., D.E., O.S., PED. ACCESS, PUE
PRIVATE ACCESSWAY, PUBLIC WATER
AND SEWER EASEMENTS, D.E., REFUSE
COLLECTION EASEMENT,
EMERGENCY EQUIPMENT ACCESS
EASEMENT FOR SERVICE VEHICLES,
PUE
MAINTENANCE
RESPONSIBILITY
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
H.O.A.
LOT AREA
TABLE
LOT
1
2
3
4
5
6
7
8
9
10
11
12
AREA
(SQ. FT.)
8,400
8,400
8,400
8,388
12,950
10,241
9,174
8,449
8,400
8,400
8,388
8,388
AREA
(ACRES)
0.193
0.193
0.193
0.193
0.297
0.235
0.211
0.194
0.193
0.193
0.193
0.193
LOT AREA
TABLE
LOT
13
14
15
16
17
18
19
20
21
22
23
24
AREA
(SQ. FT.)
8,400
8,400
8,449
9,503
10,591
13,300
8,388
8,400
8,400
8,400
8,400
8,400
AREA
(ACRES)
0.193
0.193
0.194
0.218
0.243
0.305
0.193
0.193
0.193
0.193
0.193
0.193
W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 3\PHASE 3-11\10883A-FPLAT 3.11-SHEETS.dwg
SHEET 2 OF 3
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 11"
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
TRACTS 11A - 11E
=
80,435 SQ. FT.
1.847 ACRES
TRACT 11G
=
106,347 SQ. FT.
2.441 ACRES
LOTS
=
217,006 SQ. FT.
4.982 ACRES
GROSS
=
403,788 SQ. FT.
9.270 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
11
24
9.270
1.847
19.92%
2.59
0.000
9.270
2.441
SHD-7 PAD
7,000
70 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
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8
9
KEY MAP
1" = 400'
46643
LANCE C.
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10/20/2021
54332
JOHN N.
ROGERS
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10/20/2021
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
TRACT SUMMARY TABLE LEGEND
L.S. 
LANDSCAPE
O.S.
OPEN SPACE
D.E.
DRAINAGE EASEMENT
PED. ACCESS
PEDESTRIAN ACCESS
PUE
PUBLIC UTILITY EASEMENT

13
5
3
7
6
TRACT 11F
9
11
TRACT 11C
1
8
14
12
10
2
4
TRACT 11B
TRACT 11E
20
21
22
23
24
19
TRACT 11D
18
17
16
TRACT 11A
15
TRACT 11G
70.00'
N 0°14'56" W
70.00'
70.00'
70.00'
N 89°45'04" E
120.00'
N 89°45'04" E
120.00'
65.00'
70.00'
70.00'
45.00'
N 89°45'04" E
120.00'
N 89°45'04" E
120.00'
N 89°45'04" E
184.74'
L=3.59'
L=30.96'
105.00'
66.42'
70.00'
70.00'
70.00'
10.00'
70.00'
70.00'
70.00'
N 0°14'56" W
120.00'
N 0°14'56" W
120.00'
63.90'
70.00'
70.00'
65.00'
N 89°45'04" E
120.23'
137.58'
424.83'
130.02'
L=25.95'
L=
8
9
.
17
'
L
=
6
2
.
6
7
'
L
=
7
1
.0
1'
L=5.09'
N 89°45'04" E   1098.96'
N 00°14'56" W
70.58'
N 00°14'56" W
21.97'
45.00'
70.00'
70.00'
65.00'
N 89°45'04" E
120.00'
N 89°45'04" E
120.00'
115.00'
N 89°45'04" E
115.00'
N 89°45'04" E
7.07'
14.14'
14.14'
7.07'
N 89°45'04" E   210.00'
N 0°14'56" W
120.00'
L=6.10'
120.07'
70.00'
126.01'
126.01'
115.00'
N 00°14'56" W
7.07'
14.14'
65.00'
70.00'
70.00'
70.00'
70.00'
70.00'
N 0°14'56" W
120.00'
70.00'
70.00'
70.00'
40.00'
N 00°14'56" W   205.34'
N 0°14'56" W
120.00'
10.00'
70.00'
70.00'
70.00'
N 0°14'56" W
120.00'
N 0°14'56" W
120.00'
N 0°14'56" W
120.00'
N 0°14'56" W
120.00'
14.14'
7.07'
N 00°14'56" W
115.00'
66.42'
105.00'
L=30.96'
L=3.59'
N 89°45'04" E
189.74'
66.68'
70.00'
70.00'
L
=
7
1
.0
1'
L
=
6
2
.
6
7
'
L
=
8
9
.1
7
'
L=25.95'
N 89°45'04" E
125.23'
N 89°45'04" E   252.02'
N 89°45'04" E   230.00'
N 89°45'04" E   190.00'
N 00°14'56" W   171.42'
N 00°14'56" W   250.00'
N 00°14'56" W   250.00'
N 00°14'56" W   171.42'
N 89°45'04" E   450.06'
N 89°45'04" E   185.00'
N 00°14'56" W   287.50'
N 00°14'56" W   287.50'
N 00°14'56" W   242.04'
N 89°45'04" E     1123.96'
306.40'
285.00'
532.56'
S 89°47'03" W   1259.19'
N 00°14'56" W   120.07'
105.00'
N89°45'04"E
N 00°14'56" W   210.00'
N 89°45'04" E   692.44'
S 00°14'56" E   206.68'
N 89°45'04" E   280.00'
N 00°14'56" W   111.68'
S 00°02'07" E   284.05'
L1
L2
L3
L4
L5
60.02'
S88°43'07"E
84.61'
N89°57'53"E
45.00'
N01°31'54"W
L6
L7
C1
C2
C3
C4
C5
C6
C7
C8
C9
N 89°45'04" E   268.90'
L8
L9
L10
L11
L12
L13
L14
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
BEARING
N34°02'00"W
S75°27'18"E
S41°50'26"E
N44°51'28"E
S45°02'07"E
S89°45'04"W
N89°45'04"E
N44°45'04"E
S45°14'56"E
N44°45'04"E
S45°14'56"E
N44°45'04"E
S29°40'40"W
N30°10'31"W
DISTANCE
24.00'
12.99'
15.15'
21.17'
21.21'
32.50'
32.50'
21.21'
21.21'
21.21'
21.21'
21.21'
20.00'
20.00'
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
RADIUS
250.00'
55.00'
25.00'
55.00'
25.00'
25.00'
55.00'
55.00'
25.00'
ARC LENGTH
5.60'
86.39'
20.32'
89.40'
20.32'
34.55'
248.81'
248.81'
34.55'
DELTA ANGLE
1°16'58"
90°00'00"
46°34'03"
93°08'06"
46°34'03"
79°11'35"
259°11'35"
259°11'35"
79°11'35"
CHORD BEARING
S89°06'35"W
N44°45'04"E
S23°02'06"W
N00°14'56"W
S23°31'57"E
S39°20'52"W
N50°39'08"W
S50°09'17"W
N39°50'43"W
CHORD LENGTH
5.60'
77.78'
19.76'
79.88'
19.76'
31.87'
84.76'
84.76'
31.87'
W SOLANO DRIVE
N 83RD DRIVE
N 84TH AVENUE
N 84TH DRIVE
22.5'
22.5'
22.5'
22.5'
22.5'
22.5'
30.0'
30.0'
22.5'
22.5'
22.5'
22.5'
30.01'
30.01'
22.50'
22.50'
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
1
1
1
1
1
1
1
STONEHAVEN PARCEL 8
BK. 1460 OF MAPS, PG. 33, MCR
MISSOURI RANCH
BK. 582 OF MAPS, PG. 33, MCR
APN: 102-12-040D
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
APN: 102-12-040D
TAYLOR MORRISON/ARIZONA, INC.
(UNSUBDIVIDED)
NORTH 83RD AVENUE
35.06'
8' PUE
1' VNAE
1' VNAE
65.0' R/W
65' R/W PER BO. 1464 OF MAPS, PG. 14, MCR
W:\10883A - TM Stonehaven\Cogo\FPLAT\PHASE 3\PHASE 3-11\10883A-FPLAT 3.11-SHEETS.dwg
SHEET 3 OF 3
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 11"
GRAPHIC SCALE
1"=50'
0
50
100
150
54332
JOHN N.
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10/20/2021
46643
LANCE C.
DICKSON
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10/20/2021