Extracted text (via ocr_local)
128164 characters
ee = BOUNDARY
MATCHLINE
EASEMENT LINE
Se) — EXISTING CONTOUR
RETENTION CONTOUR
—o ee ee 100-YR FLOODPLAIN
ABBREVIATIONS
EX EXISTING
PROP. PROPOSED
B-B BACK TO BACK
F-F FACE TO FACE
TP TOP OF PAVEMENT
TC TOP OF CURB
G GUTTER
LF LINEAR FEET
ROW RIGHT OF WAY
PUE PUBLIC UTILITY EASEMENT
HP HIGH POINT
LP LOW POINT
T/P TOP OF PIPE
BW BOTTOM OF WALL
TW TOP OF WALL
SVT SIGHT VISIBILITY TRIANGLE
BLL. BUILDING SETBACK LINE
L.S. TRACT LANDSCAPE TRACT
P.U.E. PUBLIC UTILITY EASEMENT
V.N.A.E. VEHICULAR NON-ACCESS EASEMENT
R.O.W. RIGHT-OF-WAY
B/C BACK OF CURB
IG INGRESS
EG EGRESS
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arlzona811.com
LEGAL DESCRIPTION
‘SOUTH PORTION:
LEGEND THAT PORTION OF SECTION 15, TOWNSHIP 2 NORTH, RANGE I EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA
COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTION (5, THENCE NORTH 00 DEGREES 00 MINUTES 41 SECONDS WEST, ALONG THE
WEST LINE OF THE SOUTHWEST QUARTER OF SECTION I5 A DISTANCE OF 945.31 FEET TO THE POINT OF BEGINNING,
Jame = PROPOSED FIRE HYDRANT THENCE CONTINUING NORTH OO DEGREES OO MINUTES 41 SECONDS WEST, ALONG SAID WEST LINE OF THE SOUTHWEST QUARTER OF
SECTION 15, A DISTANCE OF 1443.04 FEET,
—B—W—— PROPOSED WATER VALVE THENCE NORTH 89 DEGREES 47 MINUTES 02 SECONDS EAST, 241.88 FEET,
THENCE NORTH 00 DEGREES 00 MINUTES 26 SECONDS WEST, 208.70 FEET,
——W— PROPOSED WATER LINE THENCE SOUTH 89 DEGREES 47 MINUTES O2 SECONDS WEST. 241.89 FEET TO A POINT ON THE WEST LINE OF SAID SOUTHWEST
QUARTER OF SECTION 15,
yy EWISTING WATER LINE THENCE NORTH OO DEGREES 00 MINUTES 41 SECONDS WEST, ALONG SAID WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 15,
A DISTANCE OF 45,00 FEET TO THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER (WEST QUARTER CORNER OF SECTION 5),
-~S—W— EXISTING WATER VALVE THENCE NORTH 00 DEGREES 0O MNUTES 06 SECONDS WEST, ALONG THE WEST LINE OF THE NORTHWEST QUARTER, A DISTANCE OF
1420.82 FEET,
i EXISTING FIRE: HYDRANT THENCE NORTH 89 DEGREES 59 MINUTES 54 SECONDS EAST A DISTANCE OF 70.00 FEET,
W—— THENCE SOUTH 45 DEGREES OO MINUTES 06 SECONDS EAST A DISTANCE OF 28.28 FEET,
o—§—0- Ss. THENCE NORTH 89 DEGREES 59 MINUTES 54 SECONDS EAST A DISTANCE OF 300.00 FEET,
PROPOGED 222 EINE WA MANE THENCE NORTH OO DEGREES OO MNUTES 06 SECONDS WEST A DISTANCE OF ("14.33 FEET,
THENCE SOUTH 89 DEGREES 47 MINUTES 39 SECONDS WEST A DISTANCE OF 173.25 FEET TO THE BEGINNING OF A TANGENT CURVE
OS 2 EXISTING SuS: RINE Wir MANHOLE WHOSE CENTER BEARS NORTH O2 DEGREES 36 MINUTES O7 SECONDS WEST A DISTANCE OF 550.00 FEET,
100.00 THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF O2 DEGREES 23 MINUTES 46 SECONDS AND AN ARC
x 100. GRADING SPOT LENGTH OF 23.00 FEET,
THENCE SOUTH 89 DEGREES 47 MINUTES 39 SECONDS WEST A DISTANCE OF 83.94 FEET,
x 100.00) EXISTING GROUND SPOT ELEVATIONS THENCE SOUTH 44 DEGREES 53 MINUTES 40 SECONDS WEST A DISTANCE OF 56.67 FEET,
center ne THENCE SOUTH 69 DEGREES 59 MINUTES 54 SECONDS WEST A DISTANCE OF 70.00 FEET,
THENCE NORTH OO DEGREES 00 MINUTES 06 SECONDS WEST A DISTANCE OF 174.92 FEET TO THE NORTHWEST CORNER OF SAID
_-- RIGHT OF WAY SECTION 15,
THENCE NORTH 89 DEGREES 47 MINUTES 25 SECONDS EAST, ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER, 2023.32 FEET
LOT LINE 7O A POINT, FROM WHICH THE NORTH QUARTER CORNER OF SECTION I5 BEARS NORTH 89 DEGREES 47 MNUTES 25 SECONDS EAST kK A
A DISTANCE OF 625.70 FEET,
=== MONUMENT LINE THENCE SOUTH 00 DEGREES 12 MNUTES 3S SECONDS EAST, PERPENDICULAR TO SAID NORTH LINE OF THE NORTHWEST QUARTER OF
SECTION iS A DISTANCE OF 34.03 FEET,
THENCE SOUTH 34 DEGREES 19 MINUTES I2 SECONDS EAST A DISTANCE OF 585.60 FEET,
THENCE NORTH 89 DEGREES 44 MINUTES 46 SECONDS EAST A DISTANCE OF 296.12 FEET TO A POINT ON THE NORTH-SOUTH MIDSECTION
LINE, FROM WHICH THE CENTER OF SECTION 15 BEARS SOUTH OO DEGREES 04 MINUTES 45 SECONDS EAST A DISTANCE OF 2122.09 FEET,
THENCE CONTINUING NORTH 89 DEGREES 44 MINUTES 46 SECONDS EAST A DISTANCE OF 513.89 FEET,
THENCE NORTH 51 DEGREES 50 MINUTES 1O SECONDS EAST A DISTANCE OF 406.89 FEET,
THENCE NORTH 89 DEGREES 44 MINUTES 46 SECONDS EAST A DISTANCE OF 18/4.65 FEET TO A POINT ON THE EAST LINE OF THE
NORTHEAST QUARTER OF SECTION 15, FROM WHICH THE NORTHEAST CORNER OF SECTION /5, BEARS NORTH OO DEGREES 02 MINUTES
00 SECONDS WEST A DISTANCE OF 266.60 FEET,
THENCE SOUTH OO DEGREES O02 MINUTES OO SECONDS EAST, ALONG SAID EAST LINE OF THE NORTHEAST QUARTER A DISTANCE OF
1053.68 FEET TO THE NORTHEAST CORNER OF MISSOURI RANCH, A SUBDIVISION, RECORDED IN BOOK 582 OF MAPS, PAGE 33 OF
OFFICIAL RECORDS,
THENCE SOUTH 89 DEGREES 47 MINUTES 16 SECONDS WEST, ALONG THE NORTH LINE OF SAID SUBDIVISION, A DISTANCE OF 1324.07
FEET TO THE NORTHWEST CORNER THEREOF,
THENCE SOUTH OO DEGREES 03 MINUTES 10 SECONDS EAST, ALONG THE WEST LINE OF SAID SUBDIVISION, A DISTANCE OF 710.25
FEET TO THE NORTHEAST CORNER OF THAT CERTAIN PARCEL DESCRIBED IN SPECIAL WARRANTY DEED RECORDED AS DOCUMENT NO.
2002-0992583 ;
THENCE SOUTH 89 DEGREES 47 MINUTES 12 SECONDS WEST A DISTANCE OF 1407.41 FEET TO A POINT ON THE ARC OF A NONTANGENT
CURVE CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS SOUTH 82 DEGREES 32 MINUTES 3] SECONDS EAST, 500.00 FEET,
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF O07 DEGREES 32 MINUTES l4 SECONDS AND AN
ARC LENGTH OF 65.77 FEET,
THENCE SOUTH OO DEGREES 04 MINUTES 45 SECONDS EAST, PARALLEL TO SAID NORTH-SOUTH MID-SECTION LINE, A DISTANCE OF
420.71 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 500.00 FEET,
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF |! DEGREES 49 MINUTES 05 SECONDS
AND AN ARC LENGTH OF 103.13 FEET,
THENCE SOUTH I! DEGREES 53 MINUTES 50 SECONDS EAST A DISTANCE OF 378.62 FEET TO A POINT ON THE NORTH-SOUTH MIDSECTION
LINE AND A POINT ON THE PERIPHERY OF CAMELBACK PARK, A SUBDIVISION, RECORDED IN BOOK 3/3 OF MAPS, PAGE 4/ OF OFFICIAL RECORDS,
THENCE CONTINUING ALONG THE PERIPHERY OF SAID SUBDIVISION THE FOLLOWING SEVEN COURSES, SOUTH I! DEGREES 53 MINUTES 50
SECONDS EAST, 371.59 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 802.49 FEET,
THENCE SOUTHERLY ALONG THE ARC OF LAST SAID CURVE THROUGH A CENTRAL ANGLE OF 29 DEGREES 45 MINUTES 33 SECONDS AND
AN ARC LENGTH OF 416.81 FEET,
THENCE SOUTH 17 DEGREES 5! MINUTES 43 SECONDS WEST A DISTANCE OF 355.71 FEET TO THE BEGINNING OF A CURVE TO THE LEFT
HAVING A RADIUS OF 768.15 FEET,
THENCE SOUTHERLY ALONG THE ARC OF LAST SAID CURVE THROUGH A CENTRAL ANGLE OF 29 DEGREES |! MINUTES 16 SECONDS AND
AN ARC LENGTH OF 391.31 FEET,
THENCE SOUTH I! DEGREES 19 MINUTES 33 SECONDS EAST A DISTANCE OF 300.00 FEET TO THE BEGINNING OF A CURVE TO THE
RIGHT, HAVING A RADIUS OF 1015.43 FEET,
THENCE SOUTHERLY ALONG THE ARC OF LAST SAID CURVE THROUGH A CENTRAL ANGLE OF II DEGREES /4 MINUTES 56
SECONDS AND AN ARC LENGTH OF 199.36 FEET TO A POINT ON THE NORTH-SOUTH MID-SECTION LINE,
THENCE SOUTH 00 DEGREES 04 MINUTES 37 SECONDS EAST, ALONG SAID NORTH-SOUTH MID-SECTION LINE, A DISTANCE OF 300.00
FEET (RECORD), 299.76 FEET (MEASURED } TO THE SOUTH QUARTER CORNER OF SECTION /5,
THENCE SOUTH 89 DEGREES 46 MINUTES 18 SECONDS WEST, ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF
1575.62 FEET,
THENCE NORTH OO DEGREES 00 MINUTES 41 SECONDS WEST A DISTANCE OF 945.31 FEET,
THENCE SOUTH 89 DEGREES 46 MINUTES 18 SECONDS WEST, 1080.01 FEET TO THE POINT OF BEGINNING,
EXCEPT THAT PORTION CONVEYED TO THE UNITED STATES OF AMERICA IN QUIT CLAIM DEED RECORDED IN BOOK 71 OF DEEDS,
PAGE 623, AND EXCEPT THAT PORTION CONVEYED TO THE UMTED STATES OF AMERICA IN QUIT CLAIM DEED RECORDED IN BOOK I61 OF DEEDS,
PAGE 509, AND EXCEPT THAT PORTION CONDEMNED BY MARICOPA COUNTY BY FINAL ORDER OF CONDEMNATION RECORDED IN DOCKET 8972, PAGE
857, AND EXCEPT CARDINALS WAY OF STONEHAVEN AS RECORDED IN BOOK 1470 OF MAPS, PAGE 48, RECORDS OF MARICOPA COUNTY, ARIZONA,
EXCEPT MONTEBELLO AVENUE AND 87TH AVENUE OF STONEHAVEN AS RECORDED IN BOOK 1464 OF MAPS, PAGE 14, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL 2 OF STONEHAVEN AS RECORDED IN BOOK 1457 OF MAPS, PAGE 22, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL 3 OF STONEHAVEN AS RECORDED IN BOOK 1457 OF MAPS, PAGE 20, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL 4 OF STONEHAVEN AS RECORDED IN BOOK 1472 OF MAPS, PAGE 27, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL 5 OF STONEHAVEN AS RECORDED IN BOOK [472 OF MAPS, PAGE 26, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL 6 OF STONEHAVEN AS RECORDED IN BOOK |457 OF MAPS, PAGE 23, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL 7 OF STONEHAVEN AS RECORDED IN BOOK /460 OF MAPS, PAGE 34, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL 8 OF STONEHAVEN AS RECORDED IN BOOK I460 OF MAPS, PAGE 33, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL 13A OF STONEHAVEN AS RECORDED IN BOOK [457 OF MAPS, PAGE 21, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL /4 OF STONEHAVEN AS RECORDED IN BOOK 1457 OF MAPS, PAGE 25, SAID RECORDS OF MARICOPA COUNTY,
EXCEPT PARCEL I2 OF STONEHAVEN DESCRIBED AS FOLLOWS:
NORTH PORTION:
A PORTION OF LAND BEING SITUATED WITHIN THE NORTH HALF OF SECTION 15, TOWNSHIP 2 NORTH, RANGE | EAST OF THE GILA AND
SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND PK NAIL ACCEPTED AS THE NORTHWEST CORNER OF SAID SECTION I5 FROM WHICH A FOUND MARICOPA
COUNTY DEPARTMENT OF TRANSPORTATION BRASS CAP IN HAND HOLE ACCEPTED AS THE WEST QUARTER CORNER OF SAID SECTION I5
BEARS SOUTH 00 DEGREES OO MINUTES OO SECONDS EAST, 2641.4/ FEET,
THENCE SOUTH 00 DEGREES 00 MINUTES OO SECONDS EAST, 1,340.05 FEET ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF
SAID SECTION I5 TO THE POINT OF BEGINNING,
THENCE LEAVING SAID WEST LINE, NORTH 90 DEGREES OO MINUTES OO SECONDS EAST, 65.00 FEET TO THE SOUTHERLY RIGHT OF WAY
LINE OF MONTEBELLO AVENUE PER THE MAP OF DEDICATION AS RECORDED IN BOOK 1464, PAGE /4, MARICOPA COUNTY RECORDS,
THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE THE FOLLOWING 9 COURSES:
THENCE NORTH 45 DEGREES 00 MINUTES OO SECONDS EAST, 42.43 FEET,
THENCE NORTH 90 DEGREES 00 MINUTES OO SECONDS EAST, 140.09 FEET TO THE BEGINNING OF A TANGENT CURVE CONCA
SOUTHERLY, HAVING A RADIUS OF 365.00 FEET,
THENCE EASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 03 DEGREES 32 MINUTES 56 SECONDS, AN ARC LENGTH OF
22.61 FEET TO A TANGENT LINE,
THENCE SOUTH 86 DEGREES 27 MINUTES 04 SECONDS EAST, 100.59 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 435.00 FEET,
THENCE EASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 03 DEGREES 32 MINUTES 56 SECONDS, AN ARC LENGTH OF
26.94 FEET TO A TANGENT LINE,
THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 444.09 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 365.00 FEET,
THENCE SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 46 DEGREES 50 MINUTES 53 SECONDS, AN ARC LENGTH
OF 298.44 FEET TO A TANGENT LINE,
THENCE SOUTH 43 DEGREES 09 MINUTES O7 SECONDS EAST, 262.77 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
WESTERLY, HAVING A RADIUS OF 30.00 FEET,
THENCE SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 44 DEGREES 03 MINUTES 2! SECONDS, AN ARC LENGTH
OF 23.07 FEET TO THE BEGINNING OF A TANGENT COMPOUND CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 22.00 FEET,
THENCE SOUTHWESTERLY ALONG THE WESTERLY RIGHT OF WAY LINE OF 89TH AVENUE PER SAID MAP OF DEDICATION AND SOUTHERLY
ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 43 DEGREES 55 MINUTES 08 SECONDS, AN ARC LENGTH OF 93.52 FEET TO THE
BEGINNING OF A TANGENT REVERSE CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 525.00 FEET,
THENCE CONTINUING ALONG SAID WESTERLY RIGHT OF WAY AND SOUTHWESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
O02 DEGREES 09 MINUTES 38 SECONDS, AN ARC LENGTH OF 19.80 FEET TO A NON-TANGENT LINE,
THENCE SOUTH 89 DEGREES 20 MINUTES 50 SECONDS WEST, 20.27 FEET ALONG THE WEST LINE OF TRACT /4D PER THE FINAL PLAT
OF STONEHAVEN PARCEL 1/4 AS RECORDED IN BOOK 1457, PAGE 25, MARICOPA COUNTY RECORDS,
THENCE CONTINUING ALONG SAID WEST LINE, SOUTH 46 DEGREES 50 MINUTES 53 SECONDS WEST, 50.00 FEET,
THENCE CONTINUING ALONG SAID WEST LINE, SOUTH 43 DEGREES 09 MINUTES O7 SECONDS EAST, 7.55 FEET,
THENCE CONTINUING ALONG SAID WEST LINE, SOUTH 04 DEGREES 4 MINUTES OI SECONDS EAST, 23.34 FEET TO A NON-TANGENT
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 525.00 FEET, THE CENTER OF WHICH BEARS SOUTH 56 DEGREES O7 MINUTES
56 SECONDS EAST,
THENCE ALONG THE WESTERLY RIGHT OF WAY LINE OF 89TH AVENUE PER SAID FINAL PLAT AND SOUTHWESTERLY ALONG SAID CURVE,
THROUGH A CENTRAL ANGLE OF 20 DEGREES 21 MINUTES 47 SECONDS, AN ARC LENGTH OF 186.59 FEET TO A NON-TANGENT LINE TO
THE BEGINNING OF A TANGENT REVERSE CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 36.00 FEET,
THENCE SOUTHWESTERLY ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING 6 COURSES:
THENCE SOUTHWESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 85 DEGREES 49 MINUTES 04 SECONDS, AN ARC LENGTH
OF 53.92 FEET TO A TANGENT LINE,
THENCE NORTH 80 DEGREES 40 MINUTES 39 SECONDS WEST, 17.20 FEET,
THENCE SOUTH 09 DEGREES 19 MINUTES 21 SECONDS WEST, 50.00 FEET,
THENCE SOUTH 80 DEGREES 40 MINUTES 39 SECONDS EAST, 1.22 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 60.00 FEET, taylor
THENCE SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 79 DEGREES 39 MINUTES O5 SECONDS, AN ARC LENGTH
OF 83.4] FEET TO THE BEGINNING OF A TANGENT REVERSE CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 525.00 FEET,
THENCE SOUTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 04 DEGREES 22 MINUTES 16 SECONDS, AN ARC LENGTH OF
40.05 FEET TO A NON-TANGENT LINE,
THENCE LEAVING SAID WESTERLY RIGHT OF WAY LINE, NORTH 90 DEGREES 00 MINUTES OO SECONDS WEST, 78.69 FEET ALONG THE
NORTH LINE OF THE FINAL PLAT OF STONEHAVEN PARCEL 13A AS RECORDED IN BOOK 1457, PAGE 21, MARICOPA COUNTY RECORDS,
THENCE CONTINUING ALONG SAID NORTH LINE, SOUTH 8 DEGREES 16 MINUTES 54 SECONDS WEST, 50.02 FEET,
THENCE CONTINUING ALONG SAID NORTH LINE, NORTH 90 DEGREES OO MINUTES OO SECONDS WEST, 968.76 FEET,
THENCE LEAVING SAID NORTH LINE, NORTH OO DEGREES OO MINUTES OO SECONDS EAST, 810.86 FEET ALONG THE WEST LINE OF THE
NORTHWEST QUARTER OF SAID SECTION I5 TO THE POINT OF BEGINNING.
OWNER/DEVELOPER:
TaylorMorrison.
FORTIS op ee
4900 NORTH SCOTTSDALE ROAD #2200
CONTACT: JONATHAN BASTIANELLI
R
STONEHA VEN
PRELIMINARY PLAT
FO
PHASE 2 AND PHASE 3
ARIZONA
OCTOBER 2020
A PORTION OF SECTION 15, TOWNSHIP 2 NORTH,
EF, MARICOPA COUNTY,
RANGE | EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
CITY OF GLENDALE, MARICOPA COUNTY, ARIZONA
5 -- = — = =
CARDINALS WAY
W- *
PHASE 2
s PARCEL 10
PHASE 3|_F
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PARCEL 20
© a —
— CAMELBACK ROAD
NOT TO SCALE
NOTE:
THE SUBJECT TRACT LIES WITHIN THE ZONE X ON FEMA MAPS #O040/3CI7I5L & #O40/3CI695L
DATED OCTOBER I6, 2013. ZONE X IS DEFINED AS AREAS OF 0.2% ANNUAL CHANCE
FLOOD,
AREAS OF Ix ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN | FOOT OR
WITH DRAINAGE AREAS LESS THAN | SQUARE MILE, AND AREAS PROTECTED LEVEES
FROM Ix ANNUAL CHANCE FLOOD.
PREPARED BY:
GOODWIN?
MARSHALL &
@ Darling.
CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORS
2705 S.
SCOTTSDALE, AZ 85251
TEL. 480 508 7118
Alma School Road, #2
Chandler, Arizona 85286
(602) 218-7285
Contact: Warren Russell, P.E.
BASIS OF BEARINGS
NOO°O00 ‘41”W ALONG THE MONUMENT LINE OF
9IST AVENUE AS MEASURED BETWEEN MONUMENTS ;
NUMBERED | AND 2 SHOWN HEREON AND DESCRIBED onl
UNDER MONUMENT NOTES.
BENCHMARK any
ASAM MONUMENT #15
NGS BENCHMARK
DESIGNATION: IDBI
PID: AJ3839
:
ay
NAVD 88 ELEVATION: 1065.387 la é
3
O
(602) 218-7285
Contact: Warren C. Russell, P.E.
BEING A STAINLESS STEEL ROD IN HANDHOLE
STAMPED * IDB! 1999” LOCATED 5.75 FEET EAST
AND 537 FEET NORTH OF THE INTERSECTION OF
CAMELBACK ROAD AND 87TH AVENUE
2705 S. Alma School Road, #2
Chandler, Arizona 85286
CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORS
UTILITY SERVICES
SEWER CITY OF GLENDALE
SOLID WASTE CITY OF GLENDALE
WATER CITY OF GLENDALE
ELECTRICITY S.R.P.
TELEPHONE CENTURY LINK
CABLE TV COX
GAS SOUTHWEST GAS
POLICE CITY OF GLENDALE a
FIRE CITY OF GLENDALE 8
a
ZONING
EXISTING ZONING: STONEHAVEN PAD
WCR
1 OF 18
REVIEW
SHEET :
SHEET INDEX
SHEET | COVER SHEET
SHEETS 2 - 4 PRELIMINARY PLAT DETAILS
SHEETS 5 — Il PRELIMINARY PLAT
SHEETS l2 - 18 PRELIMINARY GRADING & DRAINAGE PLAN
PRELIMINARY PLAT FOR
STONEHAVEN PHASE 2 AND PHASE 3
10883A
OCTOBER 2020
JOB NO.
DATE:
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OWNER/DEVELOPER
TaylorMorrison.
W: \10883A - TM Stonehaven\Prelim\Stonenaven P2 and P3 PPlat.pro Mon Oct 19 14: 44:27 2020
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6’ SIDEWALK fence.
CAMELBACK ROAD - LOOKING WEST FO BEWAIN
N.T.S.
R/W ¢. R/W
70'|R/W
I lO’ P.U.E, PROPOSED 35’ R/W EXISTING 35’ R/W 10’ P.U.E. 4
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| | ESMT | | | | (@:1MAX) = | |
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| 6” SIDEWALK \— PROPOSED PROPOSED |
PAVEMENT
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| | 4: |
| | EX. EX. 6’ SIDEWALK |
| Oo" s.s.
87TH AVENUE - COLLECTOR - LOOKING NORTH
N.T.S.
R/W € R/W
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| |
(8:1 MAX)
| 1.0% (TYP.) H ee as ' » | Contact Artzona 811 at loast two full
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| |
| | Call 811 or click Arizona811.com
| 6! lO’ |
| ers. 5) ond.o | CITY OF GLENDALE BENCHMARK
ASAM MONUMENT #15, NGS BENCHMARK
PUBLIC LOCAL STREET - LOOKING NORTH OR WEST DESIGNATION: D6), O» 4.3839
N.1T.S. BEING A STAINLESS STEEL ROD IN HANDHOLE
¢ STAMPED * IDBI 1999’ LOCATED 5.75 FEET EAST
TRACT LINE TRACT LINE AND 537 FEET NORTH OF THE INTERSECTION OF
45 ‘| TRACT CAMELBACK ROAD AND 87TH AVENUE
1 8’ P.ULE. 22.5/ 22.5! 8’ PLULE.
q “dT
| igs ee mon eR | STONEHA VEN
| LO” (TYP.) 1 1.0% (TYP. |
| SATB PD PHASE 2 AND PHASE 3
| | CITY OF GLENDALE
| : MARICOPA COUNTY, ARIZONA
PRIVATE LOCAL STREET - LOOKING NORTH OR WEST
N.T.S.
PREL
NARY PLAT DETAILS
JobNo. 1 [0883A Design: WCR
GOODWIN 3 3 Date: OCTOBER 2020 | Draft 1 JEB
| MARSHALL: Scale 1 AS SHOWN Review: WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
GOODWIN AND MARSHALL, INC.
W:\10883A —- TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct 19 11:44:20 2020
Par 25' | 25/ | 25! 25/ | 25° |
ate R/W_| R/W R/W R/W_| R/W Gren BERGE
’ a SB’. a REAR BUILDING SETBACK
Cd) UNOBSTRUCTED a | 5 _ REAR
LOT DOCal a COLLECTOR 7 I 25'R 25'R CORNER
= gs & iB! an sii [7 71) CRAMFER
e S @ R. Z . LINE 5 LINE L_
LOT a a SIDE YARD
10’x20 SIGHT 80 rr poy a SETEAGK
EASEMENT. y, ¢ _ BS eS S | |
ot TF ayw—RACT_ / \— - C/L - C/L C/L ooh
50" 55/R 2S er * 2S on 8 5 | |
Gel oI
- C/L _ — <1 — =
25'R R/W R/W R/W | |
» UNOBSTRUCTED y BNE LINE LINE i ee ae
. ‘ , vei a Sy? |B TYPICAL KNUCKLE DETAIL 1 TYPICAL KNUCKLE DETAIL 2 TYPICAL KNUCKLE DETAIL 3 ae
! PUE R/W
SIGHT TRIANGLE DETAIL AT KEY LOT y 7 a TTS PS NTS. LINE LINE
NTS. R.
aor LOTS WITH REAR
¢ - CORNER CHAMFER DETAIL
| 60’ (MIN } | 60‘ (MIN) J N.T.S.
¢ Re T |
UNOBSTRUCTED VIEW EASEMENT (TYP.) | 10 ‘BSL 10‘BSL
N.T.S. a h “| |
NOTES: |VNAE 44
1. NO SIGNS, FENCES, WALLS, UTILITY BOXES, STRUCTURES, SHRUBS, 8 (PUE Lo L ~—5 ‘BSL
HEDGES OR OTHER PLANTS (EXCLUDING TREES OVER 30 INCHES IN ne , ,
HEIGHT ) SHALL BE PERMITTED WITHIN THE RESTRICTED AREAS, on 7 P—5 ‘BSL 5 ‘BSL —-
EXCEPT AS APPROVED BY THE CITY TRANSPORTATION DIRECTOR. 16 ‘B/C 1 5 ‘BSL b— as
2. TREES ARE PERMITTED WITHIN THE RESTRICTED AREAS, PROVIDED 5°S/W ri | a
A. NO LIMBS, LEAVES, NEEDLES OR OTHER FOLIAGE ABOVE 30 _| t | fe
INCHES OR BELOW 84 INCHES ARE PERMITTED. 25 'R/W = ~
B. TREES ARE PLANTED SO AS NOT TO OBSTRUCT 20% OF THE , |_| | ~
VISIBILITY WHEN COMBINED WITH OTHER OBSTRUCTIONS PRESENT . 8 ‘MINZ, | a
507 (MIN) 50’ (MIN) | fel B B
._45/(MIN) , 45/(MIN)_| ¢ RoE + | Ci | 3 o
footer + ca i] il Tio*est 10’BSL T LYK! © \| ©
H{ [10 “BSL 10’BSL HT 4 4 NIST FEL TF —_- | 8 ‘PUE
a rc rc -|
I VINAE HS 4 I VNAE TS ' 30 ‘x30 ° Oe Z 77 iia
8 {PUE+— j h—5 ‘BSL 8 ‘PUE+4 1 kK—5 ‘BSL Seen ine LET TTLATT TTT TT | Terr P Tr Tr it
; 4 —5 ‘BSL 5 ‘BSL —~ ; a Lo5: ‘BSL —4
I6'B/c-—1 | TS ec — 168/61 ra o’BSL Fy TRIANGLE
5'S/W Hh e 5 ‘S/W = = i6 MIN (FACE OF tee e
= |_|
25'R/We—t z 25'R/W— ~ oie ha aee
B/MIN/, EL} 2 8 ‘MIN/, h o 0 &*
lo’TYP LTGP] FACE OFF 0 lo‘TYP| IFT |i FACE OF =
z ) _ GARAGE 7 a rf _, GARAGE 7
ee a " E
Hey |B B | R B a 60'x120' TYPICAL LOT DETAIL
— re) fs) 4 2 ‘2 N.T.S
NS aa! | L 8 ‘PUE yw. az! | ‘ TLS.
N 8 ‘PUE
UANS Tre tar = 7 Nk thea ke t= 70” (MIN } 70’ (MIN)
30'x30' ~“ WY 7 a 30'x%30' 7” We 7 ='y R ¢ ee + |
SIGHT Ce SIGHT \ Oo Ce eee HT i fiowest O"RSL r
VISIBILITY VISIBILITY |_| | pias ater
TRIANGLE ¢ TRIANGLE / ¢ 4 |
18 ‘MIN (FACE OF a = & 18MIN (FACE OF = =O |“VNAE 1 ;
GARAGE TO BACK S 2 6 GARAGE TO BACK Ses SIPUET | ; —S'BSL
OF SIDEWALK } ° 1 © OF SIDEWALK ) iD © 16 B/Ce—+L Jy F8 BSL 5 ‘BSL —
0 a o me 5’BSL—+ >
5’S/W = a
|
1 l 1 25 ‘R/W 4 Pa
45'x115' TYPICAL LOT DETAIL 50'x120' TYPICAL LOT DETAIL eminy| IH} | °
N.T.S N.T.S 1O0’TYP |_| oll FACE OF ‘aaa
_T.S. slad. {| S| GARAGE
IE | le z
rc] Nd} o
HUA 2 " 2
SITE SUMMARY TABLE a \ 8 ‘PUE
K —~—+biLjt—e—_-——-]-j4+
wor lacrcage | APPROXIMATE | PERCENTAGEOF | DENSITY | ARTERIAL/ | once Roapanythacre MINIMUM | svoieat LOTSiZE a eee 30‘x30/ Ley \ L
PARCEL#| ore | «gross | _OPENSPACE OPEN SPACE DU/AC | COLLECTOR |" en |e ciuping peRimerer| ZONING | LOTAREA (WIDTHXDEPTH) (fr) [FRONT] REAR | SIDE | MAX ALLOWABLE SIGHT Ce\ CCE
PROVIDED (Ac) | PROVIDED (AC) | (GROSS) | ACREAGE coe (SF) (eT) | (et) | (FT) | Lot coverace Tee
g 27 11.58 3.97 34.25% 2.33 0.00 11.58 1.93 SHD-7 PAD 7000 7OX120 15 15 | 5 55% 16MIN (FACE OF =z =O 7
10 41 14.58 3.01 20.64% 2.81 0.00 14.58 2.82 SHD-7 PAD 7000 70X120 15 15 | 5 55% GARAGE TO BACK sen
1 24 | 9.27 Lal 19.50% 2.59 0.00 9.27 2.45 SHD-7 PAD | _7000 70X120 is | i5 | 5 55% OF SIDEWALK } 0 oe
138 50 10.99 142 10.19% 4.55 0.00 10.99 2.91 SHD-5 PAD 5000 50x120 15 75 | 5 55%
16 65 19.40 4.12 21.24% 3.35 0.59 18.81 3.80 SHD-6 PAD 6000 60X120 15 15 | 5 55%
7A 71 12.25 2.33 19.03% 5.80 0.00 12.25 2.55 SHD-4 PAD 4000 A5X115 10 10 | 5 55% ITY
173 62 13.35 2.33 17.46% 4.64 0.00 13.35 3.37 SHD-4 PAD A000 A5X115 10 10 | 5 55% 70120 PICAL LOT DETAIL
18 77 22.73 3.77 16.58% 3.39 0.54 22.19 452 SHD-6 PAD 6000 60X120 15 15] 5 55% ml ae
19 127 | 30.18 5.80 19.22% 421 0.70 29.48 6.67 SHD-5 PAD 5000 50X120 15 15 | 5 55%
20 84 22.01 6.86 31.17% 3.82 1.08 20.93 4.00 SHD-4.5 4500 45X115 15 10 5 55% ¢ CURVE TABLE
TOTAL 628 166.34 35.11 21.11% 3.78 2.90 163.43 35.02 - LINE RADIUS LENGTH DELTA CHORD CHORD BEARING
cil 300.00 7.18) 22°22°45"| 116.43 |_—*NIO°56277E|
C2| 36.00 56.551 90°00’00 50.911 S$45°l4’56"E
BOUNDARY CURVE TABLE. C3] 350.00 136.71 | 22°22'45"| 135.64 | $79°03 33°E
LINE RADIUS LENGTH DELTA CHORD CHORD BEARING C4] 300.00 116. O04 22°09 46" 15.327 N78 °57 O03”
BCI} 802.49 416.8] 29°45 33" 412.14 S02 °58’57*W C5| 250.00 152.87" 35°02 10% 150.50 N72°13 ‘59°E
BC2 768.15" 391. 31 29° 11°16” 387.10" NO3°16 “05“E C6l 350.00 2I5.21° 35°13 ‘52° 211.844 $/17°40 10” El
BC3| 10/5,.43" 199.33“ 11°14 “49” 199.01 NO5 °42 ’08” C7| 200.00 122.984 35°13 52% 121.05 4 S17°40 10’ El
cal 36.00 56.55’| 90°00’004 50.911 N44°5646°E
col 36.00 56.55'| _90°00'004 50.914 $45°00°00"
CiO| 900.00} 138.02" 8°47'l2"| _137.88'| N@5°36 24"
Clil_ 1825.00] 373.25" 11°43 /05"| 372.601 NIO°00’02”E
cl2| 600.00] 122.25’ 11°40 26") 122.04 N83 °56 (23 E
Cis 36.00 56.85 * 90°00 “00” 50.9) S45 °00 “00% E|
Cl4]__ 300.00 94.54 18°03 21" 94.15 S80°58 ‘19"E
CI5| 500.00 22.23" 2°32'5I"| 22.23'| _ §70°40BE
Clé| 400.00} 195.581 28°0052"| 193.64 S76° 12 587E|
Ci7| 500.00{ 138.50" 15°5216*| 138.06 | NO7°5527°E
Cla] 300.00 64.06 12°14'03"| 63.94 S05°53'37°W
CIS] 36.00 56.55| 90°00’004 50.91| $44°46 36"
C20 200.00 75.30’ 21°34/16"| 74.851 $79 °12 Il" W
C2!| 200.00 75.30" 21°34 16” 74.85 " 879° 12711" W
C22 36.00 56.55” 90°00 “00” 50.91" N45 °13 “247
C23| 36.00 56.55'| 90°00'00"| 50.911 $45°1324°E
C24 36.00 56.55'| 90°00'00 50.911 $45°13 24°E
C25| 550.00 173.61'| 18°05 '07"| (172.897 $8/° 10507 E|
C26| 960.00] 366.25’ 21°51 ’32"| 364.03 $00°23’477E|
C27|__ 450.00 78.53’ 9°59'56"| 78.431 S84°46 38"
C28| 300.00 52.66 | 10°03'28"| 52.59 S84°44 52"
C29| 500.00 96.89 1°06 “09% 96.74 S05 °46 (29% E|
BOUNDARY LINE TABLE ¢ LINE TABLE
LINE BEARING DISTANCE LINE’ BEARING DISTANCE
BLI] $89°44 52" 379.13” Li|_589°45 "04" 675.00
BL2| N85°55’277W| 67.927 L2|_N89°45'04"E| 260.00
BL3| N8I°35’47°W| (181.627 L3]_ S00°/4 “56"E| 254.00
BL4| N85°55’27"W 83.01" L4|_ S00%/4’56"E| 77.50"
BL5| $89°44'52°W, 259.04 L5|_S22°07 50" 200.85
BL6| N45°08’32°W| 56.46 L6|_ N89°4504"E| 258.33"
BL7| NOO°OI’56°W, 502.78’ L7| N@7°52 10" 173.41"
BL8| N44°58 04°F 21.21" L8|_ S89°58 04” 129.99"
BL9| NOO°OI’567W 50.00 LO N89°45 04"E| 32.50"
BLIO| N45°O/’567 21.21" LIO| _N89°4504"E| 32.50"
BLI| NOO°OI’56*W 284.08 Lil] NOO*/4 ‘S6"M_ 284.83"
BLI2Z| N89°47'097E| 1259.16’ Li2|_ NOO*|4‘56“W_ 296.35"
BLI3Z| NOO°03'l4*W 710.26 Li3|_ _S00°/456"E|_ 281.37"
BLI4| S89°47’08“M 520.00 L/4| _N89°45 04" E| 1123.90"
BLI5| NOO°03 14” 318.50" LIS) S54°42 54" WM 525.50"
BLI6G| $35°17’06"E| 273.70" Li6} S35°/7’06"E| 40.80
BLI7| N54°42’54°E| 334.30" LIT) N35°17 06" 173.43."
BLI8| $54°42'54°W 153.39 LIS) SOO*O3 "14" E| 125.74"
BLI9) $35°I706"E| 115.79" LiQ| SOO°O3"l4E| 238.12"
BL20| S55°07’09*M 122.40 L20|_N89°56"46"E| 254.00
BL2!|_ S60°27’56" 56.24 L2i|_S89°46°36" 955.36’
BL22| N74°l2’45°E| 56.347 L22|_N90°0000"E| 687.0!
BL23| $87°30l7" 57.33’ L23} SO00°/3‘24°E| 290.00
BL24| S89°45’04" 150.52’ L24|__Nil°53 50" W| 272.67"
BL25| NOO°00’00’E 73.14% L25| SOO°00’00’AL 2/8.20"
BL26| SO00°00 ‘00’ W 19.06 L26 NI5°51°35°E 165.56’
BL27| S89°53719"W 87.73" L27| N89°46’36°E| 838.00
BL28| $00°/4’56E| 145.00 £28) _S78°06"10"M__ 257.2!"
BL29| $89°45’04" 10.00 L29| S02°22 °55" E| 136.41"
BL3O0| NOO?/4 56" 50.00 L3O|_ SO00°/3"24"E|_ 78.78"
BL3I)} S89°45 04" HO.00 L3!| N9O°00’00"E 59/.47-"
BL32| S00°14’56"E| 335.92’ L32|_ S69°23'48°E| 45.66
BL33| $89°47'02"W 241.88 L33|_S62°/l2°32"E| 192.42"
BL34| NOO°00 26’ 208.70 L34) $89°59°19"°W 792.28"
BL35| N89°47'027E 43.10 L35|_ S12°00’39"W|__ 24.89
BL36| NOO°OO’00’E 45.57" L36| S89°46 36% 242.26"
BL37| N90°00’00"W 800.00 L37|_N@9°46‘36"E| 520.00
BL38| S$85°5/’30°E 94.31" L38| NOO°OO ‘4/7 Wy 910.14
BL39| S04°08 26" 60.91 L39[ NOO°00‘4/" 787.23
BL40| S00°22 16" 60.9! L40O| SOO0°I3’24°E| 221.24"
BL41) S89°46 36" 473.42’ L4i|_ _S00°13 “24"E| 290.00
BL42| N89°46'36"E| 870.65 L42|_ NG9°46°36"E|_ 34/.00
BL43| $65°53’l2°W| 47.78" L43| NOO°13 24" M__544.00
BL44| SI1°42 45°F 5.917 L44| __S00°13‘24"E|_ 290.00
BL45| _SH°53’50*E| 282.14 L45|_ N@9°5919"E| 785,00
BL46| NOO°04’40°W. 260.04 L46| S89°46 36" 485.18
BL47| N89°46'36°E| 593.77" L47|_ 589°46 "36" 520.00
BL48| S00°02’23’E| 40.00 L48|_ S00°/324"E| 218.00
BL49| N89°46’36"E| 982.00 L49| N89°59 19" El 254.89"
BL50| NOO°00’4/" 65.00 L50|_ N66°25’O3"E| 105.99
BL5I|_ S00°00’4I°A| 714.98 L5i|_ N@9°59I9"E|_ 524.49
BL52| NB9°59'19"E| 56. 12" L52|_S89°46 36" WM 584.35"
BL53| N89°597I9“E| 1023.88" L53|_S89°46 36" 32.79"
BL54| SO0°00’4/"E| 714.87 LO4| N72°08 17" HE 13“
BL55|_ S00°00’4/"E, 432.16" L55|_S00°00’4l"E|_280.00
BL56| NOO°00’4I1*W 296.00 L56| _S00°13 "24" E|_ 254.00
L57[__$10°31’59“W]__ 105.00
L586[ N9O0°00’00"M 25.00%
L59| $89°59719°M 520.00
L60| NOO°13’24"W 30.00
L6l| N89°46°36"E] 1148.42
L62| $00°/3’24°E] 290.00
L63| N89°46’36"E] 1018.34’
L64| N79°46’40°F] 53.88"
L65[ _ NII°19 “337° W| 221.897
L66|_$78°40'27"W, 200.42
L67| NOO°13 ‘247 510.00
L68| $89°46 36" 430.00
L69| S$89°46’36’W 336.18’
L70|_N79°43’08*E| 38.39"
L7i| S00°13’24’E| 280.00
L72| $00°/3‘24*E| 280.00
L73| $00°/3'24°E} 193.997
L74] N89°46°36"E| 1205.00
Contact Arizona 811 at least two full
working days before you begin excavation
CITY OF GLENDALE BENCHMARK
ASAM MONUMENT #15, NGS BENCHMARK
DESIGNATION: IDBI, PID: AJ3839
NAVD 86 ELEVATION: 1065.387
BEING A STAINLESS STEEL ROD IN HANDHOLE
STAMPED * IDBI 1999* LOCATED 5.75 FEET EAST
AND 537 FEET NORTH OF THE INTERSECTION OF
CAMELBACK ROAD AND 87TH AVENUE
STONEHAY
PHASE 2 AND PHASE 3
EN
WARREN C.
RUSSELL
CITY OF GLENDALE
MARICOPA COUNTY, ARIZONA
PIRE NARY PLAT DETAILS
or bi SH L L g iat —— ai =
CIVIL ENGINEERS~PLANNERS~SURVEYORS ae AS SteMn oe "a
2705 2. ALMA SCHOOL ROAD, SUITE 2, CHANDLER. ARIZONA 85286 SHEE T ' 5 of IS
GOODWIN AND MARSHALL, INC.
W:\l0883A — TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct I9 11:44:09 2020
LANE TAME TE PRESS PRN eH RMR RSE CATEGORY SPORE 1 SETI GPT END EID TNE HSE EAR BS SERA TE PRT OST OE EE NAT RI EAN RL EE ser a
PARCEL 9 LOT TABLE PARCEL 10 LOT TABLE PARCEL 11 LOT TABLE PARCEL 13B LOT TABLE PARCEL 16 LOT TABLE PARCEL 17A LOT TABLE PARCEL 17B LOT TABLE PARCEL 18 LOT TABLE PARCEL 19 LOT TABLE PARCEL 20 LOT TABLE PARCEL 9 TRACT TABLE
LOT# | AREA(AC) | SIZE LoT# | AREA(AC) | SIZE toT# | AREA(AC) | SIZE LoT# | AREA(AC) | SIZE LoT# | AREA(AC) | SIZE LOT# | AREA (AC) |__ SIZE LoT# | AREA(AC) | Size LOT# | AREA(AC) | SIZE LoT# | AREA(AC) | SIZE LoT# | AREA(AC) | SIZE TRACT NAME | AREA (AC) USE
1 0.219 | 70'%x120" 1 0.193 | 70x120" 1 0.193 | 70120" 1 0.149 | 50'x120' 1 0.165 | 60120" 1 0.119 | 45'x115' 1 0.119 | 45115" 1 0.165 | 60'x120' 1 0.137 | 50'x120' 1 0.119 | 45'x115" TRACT 9A 1.901 LANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
2 0.219 | 70'x120" 2 0.193 | 70120 2 0.193 | 70'x120' 2 0.149 | 50’x120' 2 0.192 | 60'x120' 2 0.119 | 45'x115' 2 0.119 | 45'x115' 2 0.165 | 60'x120' 2 0.138 | 50'x120' 2 0.122 | 45'x115' TRACT 98 0.942 LANDSCAPE, OPEN SPACE, AND PEDESTRIAN ACCESS
3 0.193 | 70'x120° 3 0.193 | 70120! 3 0.193 | 70'x120' 3 0.149 | 50x120' 3 0.343 | 60120" 3 0.119 | 45115" 3 0.119 | 45115" 3 0.165 | 60120" 3 0.138 | 50120" 3 0.122 | 45'x115' TRACT 9C 0.053 LANDSCAPE AND OPEN SPACE
4 0.193 70'x120' 4 0.216 70'x120' 4 0.193 70'x120' 4 0.149 50'x120! 4 0.220 60'x120! 4 0.119 45'x115! 4 0.119 45'x115' 4 0.165 60'x120! 4 0.138 50'x120' 4 0.123 45'x115' TRACT 9D 0.234 LANDSCAPE AND OPEN SPACE
5 0.193 | 70'x120' 5 0.398 _{ 70'x120' 5 0.297 _| 70'x120' 5 0.145 [ 50'x120' 5 0.165 | 60'xi20' 5 0.119 | 45'x115' 5 0.119 | 45115" 5 0.165 [| 60'x120' 5 0.138 {| 50'x120' 5 0.123 | 45'x115' TRACT 9E 0.836 LANDSCAPE, DRAINAGE, AND OPEN SPACE
6 0.193 70'x120' 6 0.276 70'x120' 6 0.231 70'x120' 6 0.138 50'x120' 6 0.165 60'x120' 6 0.119 45'x115' 6 0.120 45'x115' 6 0.165 60'x120' 6 0.138 50'x120' 6 0.123 45'x115' PRIVATE ACCESSWAY, PUBLIC WATER AND SEWER EASEMENTS, DRAINAGE
7 0.193 | 70'x120' 7 0.201 | 70120" 7 0.214 | 70'x120' 7 0.138 | 50'x120' 7 0.165 | 60'x120' 7 0.119 | 45'x115' 7 0.132 | 45'x115' 7 0.165 | 60'x120" 7 0.138 [ 50'x120' 7 0.123 | 45'x115' TRACT 9F 1.931 EASEMENT, REFUSE COLLECTION EASEMENT, EMERGENCY EQUIPMENT
8 0.193 | 70'x120' 8 0.201 _ | 70120" 8 0.194 | 70'x120' 8 0.138 | 50'x120' 8 0.165 | 60%120' 8 0.132 | 45'x115' 8 0.176 | 45115" 8 0.162 | 60120" 3 0.138 | 50'x120' 8 0.123 | 45115" ACCESS EASEMENT FOR SERVICE VEHICLES
9 0.193 | 70'x120' 9 0.201 | 70120" 9 0.193 | 70'x120' 9 0.138 | 50'x120' 9 0.165 | 60'x120' 9 0.112 | 45'x115' 9 0.174 | 45'x115' 9 0.394 | 60'x120' 9 0.138 | 50'x120' 9 0.123 | 45'x115' PARCEL TUTRACT TABLE
10 0.229 | 70'x120' 10 0.209 | 70120" 10 0.193 | 70'x120' 10 0.138 | 50'x120' 10 0.165 | 60120" 10 0.118 | 45'x115' 10 0.117 | 45'x115' 10 0.214 | 60'x120" 10 0.138 | 50'x120' 10 0.123 | 45115" TRACT NAME | AREA TAC) 133
FE 0.238 | 70'x120' 11 0.209 | 70'x120' Fe 0.193 | 70'x120' il 0.138 | 50'x120' 11 0.165 | 60'x120' 11 0.119 | 45'x115' 11 0.119 | 45115" UW 0.165 | 60'x120" 11 0.138 | 50'x120' 1 0.115 | 45'x115' TRACT IG® AGS TANDSCAPE AND OPEN SPACE
12 0.203 | 70'x120" 12 0.209 | 70'x120' 12 0.193 | 70'x120' 12 0.138 | 50'x120' 12 0.165 | 60'x120' 12 0.119 | 45'x115' 12 0.119 | 45'x115' 12 0.165 | 60'x120' 12 0.138 | 50'x120' 12 0.119 | 45'x115' TRACT 108 0.026 TANDSCAPE AND OPEN SPACE
13 0.199 | 70'x120' 13 0.201 | 70'x120" 13 0.193 _| 70120! 13 0.138 | 50'x120' 13 0.165 | 60120! 13 0.119 | 45'x115' 13 0.119 | 45%115' 13 0.165 | 60120" 13 0.138 | 50'x120' 13 0.119 | 45'x115' TRACT 10C 0.051 LANDSCAPE AND OPEN SPACE
14 0.201 | 70'x120' 14 0.201 | 70120" 14 0.193 _| 70120" 14 0.138 | 50'x120' 14 0.165 | 60'x120' 14 0.119 | 45'x115' 14 0.119 | 45'x115' 14 0.165 | 60'x120' 14 0.138 | 50'x120' 14 0.119 | 45115! TRACT 10D 0.528 LANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
15 0.204 | 70'x120' 15 0.285 | 70120" 15 0.193 | 70'x120' 15 0.138 | 50'x120' 15 0.177 | 60'x120' 15 0.119 | 45'x115' 15 0.119 | 45'x115' 15 0.165 | 60'x120' 15 0.138 | 50'x120' 15 0.119 | 45'x115' TRACT 10E 0.330 LANDSCAPE AND OPEN SPACE
16 0.204 | 70'x120' 16 0.351 | 70'x120' 16 0.212 | 70'x120' 16 0.138 | 50'x120' 16 0.184 | 60120! 16 0.119 | 45'x115' 16 0.119 | 45'x115' 16 0.165 | 60'x120' 16 0.138 | 50'x120' 16 0.119 | 45'x115" TRACT 10F 2.011 LANDSCAPE, DRAINAGE, AND OPEN SPACE
17 0.208 70'x120! V7 0.203 70'x120' W7 0.256 70'x120' 17 0.138 50'x120' 17 0.196 60'x120' 7 0.119 45'x115! 17 0.119 45'x115' 17 0.165 60'x120! a7 0.139 50'x120! 7 0.119 45'x115' PARCEL 11 TRACT TABLE
18 0.197 70'x120' 18 0.215 70'x120' 18 0.305 70'x120!' 18 0.138 50'x120' 18 0.172 60'x120! 18 0.119 45'x115! 18 0.119 45'x115' 18 0.165 60'x120' 18 0.145 50'x120' 18 0.119 45'x115' TRACT NAME | AREA (AC) USE
19 0.197 | 70'x120" 19 0.208 | 70'x120' 19 0.193 | 70'x120' 19 0.138 | 50x120' 19 0.172 | 60'x120' 19 0.119 | 45'x115" 19 0.119 | 45'x115' 19 0.165 | 60'x120° 19 0.138 | 50120! 19 0.119 | 45'x115" TRACT TA 6.280 LANDSGAPE /ORAINAGE; OREN SPACE AND. BEDESTRIAN ACCESS
20 0.205 | 70'x120' 20 0.193 | 70'x120" 20 0.193 | 70'x120' 20 0.139 | 50'x120" 20 0.172 | 60%x120' 20 0119 | 45'x115' 20 0.115 | 45'x115' 20 0.165 | 60120 20 0.144 | 50120" 20 0.119 | 45'x115" TRACT UB. 10.085 PANDSGAEE AND OREN SPACE
2 0.297 | 70'x120" 2 0.207 | 70'x120' 21 0.193 | 70120 21 0.141 | S0'x120 21 0.214 | 60%120" 21 0.119 | 45xa15" 21 0119 | 45x15" 2 0.165 | 60x120 2 0.147 | 50%120 2 0.119 | 45115 pe SEE ae rae
22 0.208 | 70'x120" 22 0.200 | 70120" 22 0.193 | 70120" 22 0.137 | 50'x120' 22 0.295 | 60'x120' 22 0.119 | 45'x115' 22 0.119 | 45'x115' 22 0.170 [ 60'x120' 22 0.147 | 50120" 22 0.119 | 45'x115' TRACT TIE EE TENDECABE AND GPEN SPACE
23 0.200 | 70'x120' 23 0.222 | 70'x120' 23 0.193 | 70120" 23 0.138 | 50'x120' 23 0.180 | 60'x120' 23 0.119 | 45'x115' 23 0.119 | 45'x115' 23 0.217 | 60x120' 23 0.147 | 50'x120' 23 0.119 | 45'x115' TRACI 7303 TANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
24 0.226 | 70'x120" 24 0.200 | 70120" 24 0.193 | 70120" 24 0.138 | 50'x120' 24 0.165 | 60120" 24 0.119 | 45'x115' 24 0.119 | 45'x115' 24 0.346 | 60'x120' 24 0.147 | 50x120' 24 0.119 | 45'x115"
25 0.237 _| 70'x120' 25 0.189 | 70'x120' 25 0.138 | 50'x120' 25 0.165 | 60'x120' 25 0.119 | 45'x115' 25 0.119 | 45'x115' 25 0.222 | 60'x120' 25 0.147 | 50°x120' 25 0.119 | 45115" PRIVATE ACCESSWAY, PUBLIC WATER AND SEWER EASEMENTS, DRAINAGE ]
26 0.227 | 70'x120' 26 0.193 | 70'x120" 26 0.138 | 50120" 26 0.165 | 60120" 26 0119 | 45115" 26 0.119 | 45'115' 26 0.172 | 60'x120" 26 0.144 | 50°x120' 26 0119 | 45'x115' TRACTHIG | 2.447 | EASEMENT, REFUSE COLLECTION EASEMENT, EMERGENCY EQUIPMENT
27 0.210 | 70120" 27 0.193 | 70x120' 27 0.138 | 50'x120' 27 0.165 | 60'x120' 27 0.119 | 45'x115' 27 0.119 | 45'x115' 27 0.172 | 60'x120' 27 0.139 | 50120! 27 0.119 | 45'x115" ACCESS EASEMENT FOR SERVICE VEHICLES
28 0.193 | 70'x120' 28 0.138 | 50'x120' 28 0.165 | 60'x120' 28 0.119 | 45'x115! 28 0.119 | 45'x115' 28 0.172 [ 60'x120' 28 0.139 | 50°x120' 28 0.119 [ 45x15" PARCEL 138 TRACT TABLE
29 0.193 | 70120! 29 0.138 | 50'x120' 29 0.165 | 60'x120' 29 0.119 | 45'x115' 29 0.119 | 45'x115' 29 0.169 | 60'x120' 29 0.140 | 50'x120' 29 0.119 | 45'x115' TRACT NAME | AREA (AC) USE
30 0.193 | 70%120' 30 0.138 | 50'x120' 30 0.165 | 60'x120' 30 0.119 | 45'x115' 30 0.119 | 45115" 30 0.175 | 60'x120' 30 0.167 | 50'x120' 30 0.119 [ 45'x115' TRACT 13B-A | __ 0.784 LANDSCAPE, OPEN SPACE, AND PEDESTRIAN ACCESS
31 0.193 70'x120' 31 0.138 [| 50'x120' 31 0.165 60'x120! 31 0.119 45'x115! 31 0.119 | 45'«115' 31 0.171 60'x120' 31 0.158 50'x120' 31 0.119 | 45'x115! TRACT 13B-B | 0.051 LANDSCAPE AND OPEN SPACE
32 0.193 | 70'x120' 32 0.138 | 50x120' 32 0.165 | 60'x120' 32 0.119 | 45'x115! 32 0.119 | 45'x115' 32 0.165 | 60'x120' 32 0.150 | 50'x120' 32 0.119 | 45'x115' TRACT ABB+C |] 0.266 LANDSGARE AND OBEN SPACE
33 0.193 | 70x120" 33 0.138 | 50°x120' 33 0.165 | 60%120' 33 0.119 | 45'x115' 33 0.119 | 45'x115' 33 0.165 | 60°x120' 33 0.149 | 50'x120' 33 0.119 | 45x15" PRACT ABD JO0.024 LANDCARE ANDORENSEACE
34 0.193 | 70'x120 34, 0.138 | 50120" 34, 0.165 | 60120" 34 0119 | 45'x115' 34 0119 | 45%115' 34, 0.165 | 60'x120 34 0.138 | 50'x120" 34 0.119 | 45'x115' PARCELAG TRACT TABLE
35 0.419 | 70'x120' 35 0.138 | 50'x120' 35 0.165 | 60'x120' 35 0.119 | 45'x115! 35 0.119 | 45115" 35 0.165 | 60'x120' 35 0.138 | 50'x120' 35 0.119 _[ 45'x115" De MEMES TANOSCAPE DRAINAGE ae Paar W aaa
36 0.419 | 70'x120' 36 0.137 _ | 50'x120' 36 0.192 | 60'x120' 36 0.119 [ 45'x115' 36 0.119 | 45'x115' 36 0.170 | 60'x120' 36 0.138 | 50'x120' 36 0.115 [ 45'x115" TRACT UGB Tale TANDSCAPE. DRAINAGE. OPEN SPACE. AND PEDESTRIAN ACCESS
37 0.278 | 70%120' 37 0.138 | 50'x120' 37 0.296 | 60120! 37 0.119 | 45115" 37 0.119 | 45'x115' 37 0.272 | 60'x120' 37 0.138 | 50'x120' 37 0.119 | 45'x115" TRACT IGE OST TANGSCARE AND OP-NGPACE
38 0.329 | 70'x120' 38 0.138 | 50'x120' 38 0.220 | 60120! 38 0119 | 45x115' 38 0.119 | 45115" 38 0.241 | 60'x120' 38 0.138 | 50'x120' 38 0.124 | 45'x115" TRACT 16D 0.564 TANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
39 0.283 70'x120' 39 0.138 50'x120' 39 0.165 60'x120!' 39 0.119 45'x115' 39 0.119 45'x115' 39 0.166 60'x120' 39 0.168 50'x120' 39 0.124 45'x115' TRACT 16£ 0.220 LANDSCAPE AND OPEN SPACE
40 0.237__ | 70'x120' 40 0.138 _| 50'x120' 40 0.165 | 60120" 40 0119 [| 45115" 40 0.119 | 45115" 40 0.165 | 60120" 40 0.138 | 50120 40 0.124 | 45'x115' TRACT 16F 0.241 LANDSCAPE, OPEN SPACE, AND PEDESTRIAN ACCESS
41 0.198 | 70'x120' 41 0.138 | 50'x120' 41 0.165 | 60120! 41 0.119 | 45'x115' 41 0.119 | 45115" 41 0.165 [ 60'x120' at 0.138 | 50'x120' al 0.132 | 45'x115" TRACT 166 0.486 LANDSCAPE AND OPEN SPACE
42 0.138 | 50'x120' 42 0.165 | 60%120' 42 0.119 | 45'x115' 42 0.119 | 45'x115' 42 0.165 | 60120" 42 0.138 | 50'x120' a2 0.134 | 45115! TRACT 16H 0.031 LANDSCAPE AND OPEN SPACE
43 0.138 50'x1 20! 43 0.165 60'x120! 43 0.119 45'x115! 43 0.119 45'x115' 43 0.165 60'x120' 43 0.138 50'x120' 43 0.128 45'x115' TRACT 16! 0.053 LANDSCAPE AND OPEN SPACE
44 0.138 | 50'x120' 44 0.165 60'x120' 44 0.119 | 45'x115' 44 0.119 | 45'x115' 44 0.165 60'x120' 44 0.138 | 50'x120! 4a 0.122 45'x115' TRACT 16K 0.371 LANDSCAPE AND OPEN SPACE
45 0.138 [ 50'x120' 45 0.165 | 60120" 45 0.119 | 45'x115' 45 0.119 | 45115" 45 0.165 | 60'x120' 45 0.138 | 50120 45 0.121 [ 45%a15" PARCEL 17 A TRAGT TABLE
46 0.138 | 50'x120' 46 0.165 | 60'x120' 46 0.119 | 45'x115' 46 0.119 | 45'x115' 46 0.165 | 60'x120' 46 0.142 | 50'x120' 46 0.119 | 45'x115' TRACT NAME | AREA (AC) USE
a7 0.138 | 50x120" a7 0.165 | 60'x120' a7 0119 | 45'x115' a7 0119 | 45x15" a7 0165 | 60x120' a7 0.137 | 50120" a7 O119 | 45x15" TRACTACK. | 160 DANDSEA VE, OEPN SRACE, AND PEDESTRIAN ACEESS
48 0.138 | 50'x120' 48 0.165 | 60'x120' 48 0.119 | 45'x115' 48 0.119 | 45'x115' 48 0.165 | 60'x120' 48 0.138 | 50120! 48 0.119 | 45'x115' rat a aoe ao = oo eae
49 0.140 | 50'x120' 49 0.165 | 60120" 49 0.119 | 45'x115' 49 0.119 | 45x15 49 0.165 | 60'x120' 49 0.138 | 50'x120' 49 0.119 | 45'x115' PARCEL LTO TRACT TABIE
50 0.151 | 50120’ 50 0.165 | 60'x120' 50 0.119 | 45'x115' 50 0.119 | 45'x115' 50 0.165 | 60'x120' 50 0.138 | 50120! 50 0.119 | 45115! THACT NAME | AREA (Adl ike
51 0.165 | 60'x120' 51 0.119 | 45115" 51 0.119 | 45'x115' 51 0.165 | 60'x120" 51 0.138 | 50'x120' 51 0.119 | 45'x115' TRACER TT O80 TANDSCAPE, OPEN SPACE, AND PEDESTRIAN ACCESS
52 0.165 | 60'x120' 52 0.119 | 45'x115' 52 0.121 | 45'x115' 52 0.165 | 60'x120' 52 0.138 | 50120" 52 0.119 | 45'x115' TRACTIVEB T 0.062 LANDSCAPE AND OPEN SPACE
53 0.165 60'x120" 53 0.119 45'x115' 53 0.132 45'x115' 53 0.165 60'x120' 53 0.138 50'x120' 53 0.119 45'x115' TRACT 17B-C 0.048 LANDSCAPE AND OPEN SPACE
54 0.165 | 60'x120' 54 0.119 | 45'x115" 54 0.149 | 45'x115' 54 0.205 | 60'x120' 54 0.138 | 50x120' 54 0.119 | 45'x115" TRACT 178-D | 1.943 LANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
55 0.165 | 60'x120' 55 0.119 | 45'x115" 55 0.168 | 45'x115' 55 0.381 | 60'x120' 55 0.138 | 50x120' 55 0.119 | 45115! TRACT 17B-£ | 0.048 LANDSCAPE AND OPEN SPACE
56 0.165 | 60'x120' 56 0.119 | 45'x115' 56 0.184 | 45115! 56 0.205 | 60'x120' 56 0.138 _| 50'x120' 56 0.119 [ 45'x115' TRACT 17B-F [0.048 LANDSCAPE AND OPEN SPACE
57 0.163 60'x120' 57 0.119 45'x115! 57 0.119 45'x115' 57 0.165 60'x120' 57 0.138 50'x120! 57 0.119 45'x115' PARCEL 18 TRACT TABLE
58 0.156 60'x120' 58 0.119 45'x115' 58 0.119 45'x115' 58 0.165 60'x120' 58 0.138 50'x120! 58 0.119 45'x115' TRACT NAME | AREA (AC) USE
59 0.165 | 60'x120' 59 0.119 | 45'x115' 59 0.119 | 45'x115' 59 0.165 | 60'x120' 59 0.138 | 50120" 59 0.119 | 45'x115" CROC 18s 0.5 LANDSEAPE AND OREN SPACE
60 0.165 60'x120' 60 0.119 45’x115' 60 0.119 45'x115' 60 0.194 60'x120' 60 0.138 50'x120' 60 0.119 45'x115' TRACT 18B 0.606 LANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
61 0.165 | 60120" 61 0.119 | 45'x115' 61 0.119 | 45'x115' 61 0.195 | 60'x120' 61 0.138 | 50'x120' 61 0.119 [ 45115" en a a ao SS a a
62 0.165 | 60120" 62 0.119 | 45'x115' 62 0.119 | 45115" 62 0.171 | 60'x120' 62 0.138 | 50'x120' 62 0.119 | 45x15" :
63 0.165 | 60'x120' 63 0.119 | 45'x115' 63 0.165 | 60'x120' 63 0.138 | 50'x120' 63 0.119 [| 45'x115" ae i mo LANDSCAPE, ee oe SVE ANEPEO ACCESS
64 0.165 | 60'x120' 64 0.119 | 45'x115' 64 0.167 __| 60'x120' 64 0.138 | 50'x120! 64 0.119 | 45'x115' Tracrise | oo8s se ANDSCAPE AND OPEN SPACE |
65 0.165 | 60'x120' 65 0.119 | 45'x115' 65 0.165 | 60'x120' 65 0.138 | 50'x120' 65 0.119 | 45'x115" TRACT 18H 00st LANDSCAPE AND OPEN SPACE
66 0.119 45'x115' 66 0.165 60'x120' 66 0.138 50'x120' 66 0.119 45'x115' TRACT 18) 0.051 LANDSCAPE AND OPEN SPACE
67 0.119 | 45'x115' 67 0.165 | 60'x120' 67 0.137 | 50'x120' 67 0.119 | 45'x115' TRACT 18K 0.215 LANDSCAPE AND OPEN SPACE
68 0.119 | 45'x115' 68 0.165 | 60'x120' 68 0.138 | 50'x120' 68 0.119 | 45'x115' TRACT 18L 0.025 LANDSCAPE AND OPEN SPACE
69 0.119 45'x115' 69 0.165 60'x120' 69 0.138 50'x120' 69 0.119 45'x115' TRACT 18M 0.391 LANDSCAPE, OPEN SPACE, AND PEDESTRIAN ACCESS
70 0.119 45'x115! 70 0.165 60'x120' 70 0.138 50'x120' 70 0.119 45'x115' TRACT 18N 0.025 LANDSCAPE AND OPEN SPACE
71 0.119 45'x115! 71 0.165 60'x120! 71 0.138 50'x120' 71 0.119 45'x115' PARCEL 19 TRACT TABLE
72 0.165 | 60'x120' 72 0.138 | 50'x120' 72 0.119 | 45'x115' TRACT NAME | AREA (AC) USE
Ca cies | aoeine os ong | Sovaao a oie | gence! TRACT 19A 1.981 LANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
74 0.165 | 60x120' 74 0.138 | 50120 74 0.119 | 45'x115' — — a PANOSCAEE wee Sto ACEESS
es O66 | BOKL20 2, O88 | BOMmI2 tis O18 sexs) TRACT 19D 0.220 LANDSCAPE, OPEN SPACE, AND PEDESTRIAN ACCESS
76 0.172 | 60%120" 76 0.138 | 50'x120' 76 0.119 | 45'x115 TENET TOE aT TANDSEAEEAND GEEN SPACE
77 0.172 | 60120" 77 0.138 | 50'x120! 77 0.119 | 45115! TRACT ISF are EANDECAPEAND OPEN SPACE
78 0.138 | 50'x120! 28 0.119 45'xi15' TRACT 19G 0.051 LANDSCAPE AND OPEN SPACE
79 0.137 | 50'x120' 79 0.119 | 45x15! TRACT 19H 0.051 LANDSCAPE AND OPEN SPACE
80 0.137 | 50120! 30 0.119 | 45'x115' TRACT 191 0.677 LANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
81 0.138 50'x120' 81 0.119 45'x115' TRACT 19K 0.063 LANDSCAPE AND OPEN SPACE
82 0.138 | 50%120' 32 0119 | 45x15" TRACT 19L 0.025 LANDSCAPE AND OPEN SPACE
23 0138 | 50x10" 33 0.119 | a5'x115" TRACT 19M 0.511 LANDSCAPE, OPEN SPACE, AND PEDESTRIAN ACCESS
24 0.138 | 50x120" vy 0119 | 45115" TRACT 19N 0.064 LANDSCAPE AND OPEN SPACE
aS o1aa | 504420 TRACT 190 0.455 LANDSCAPE AND OPEN SPACE
ne qian | Sao TRACT 19P 0.025 LANDSCAPE AND OPEN SPACE
——— PARCEL 20 TRACT TABLE
B7 0.128 4 30x120" TRACT NAME | AREA (AC) USE
88 9.138 20120 TRACT 204A 2.471 LANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
89 0.138 __| 50'x120' TRACT 20B | 0.048 LANDSCAPE AND OPEN SPACE
30 0.138 | 50'x120" TRACT 20C 0.048 LANDSCAPE AND OPEN SPACE
91 0.144 50'x120' TRACT 20D 0.048 LANDSCAPE AND OPEN SPACE
92 0.141 | 50x120' TRACT 20E 0.089 LANDSCAPE AND OPEN SPACE
93 0.164 | 50'x120' TRACT 20F 4.177 LANDSCAPE, DRAINAGE, OPEN SPACE, AND PEDESTRIAN ACCESS
94 0.137 | 50'x120'
Ee 0.158 oixtep Contact Artzona 811 at least two full i
96 0.137 50'x120' working days before you begin excavation
97 0.138 | 50120! jn
98 0.138 | 50'x120' a
99 0.137 | 50'x120' AR | ZONA oi
100 0.137 50'x120' Cail 811 or click Arizona811.com
101 0.138 | 50120"
102 0.138} 50'x120" CITY OF GLENDALE BENCHMARK
103 0.138 | 50'x120'
104 0.138 50'x120' ASAM MONUMENT #15, NGS BENCHMARK
105 0.138 50120" DESIGNATION: IDBI, PID! AJ3839
106 0.138 50%120 NAVD 88 ELEVATION: 1065.387
ri Pert) OKID0 BEING A STAINLESS STEEL ROD IN HANDHOLE
: STAMPED * IDBI 999° LOCATED 5.75 FEET EAST
108 0.138 50'x120' AND 537 FEET NORTH OF THE INTERSECTION OF
109 0.138 50'x120' CAMELBACK ROAD AND 87TH AVENUE
110 0.138 | 50120"
11 0.138 | 50'%120'
iia [ ony [soho STONEHAVEN
113 0.133 | 50120" -
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115 0.138 50'x120' =
116 0.138 | 50120
uu7_| 0438 _[s0xi20 CITY OF GLENDALE
118 0.138 | 50120
119 [0.138 | 50120 MARICOPA COUNTY, ARIZONA
120 0.138 | 50120"
121 0.138 | 50'x120'
oS -)) | PRELIMINARY PLAT DETAILS
123 0.138 | 50120! RUSSELL
124 0.138 | 50'x120'
125 0.138 50'x120! Job No. 1 10883A Design : WCR
126 0.138 | 50'x120' G OODWIN a Date OCTOBER 2020 =r JEB
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CIVIL ENGINEERS~PLANNERS~SURVEYORS
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GOODWIN AND MARSHALL, INC.
W:\l0883A — TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct 19 11144103 2020
GOODWIN AND MARSHALL, INC.
W+\l0883A - TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct 19 11:43:53 2020
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CONCRETE
(To BE. REMOVED) APN 102li~322 LOT Il LOT 10 LOT 9 APN 12-11-17 APN 1O2-II-316 LOT 6 a CITY OF GLENDALE
\ LEXA\ i HUR J. TALL ; COSTA LUNA x LL \ NICE GUTIERREZ ALEXIS LONG VIVIAN SOZA nS g
DEED # 20150641357 DEED # 20200106872 DEED # 20190114763 DEED # 20190719682 DEED # 20150347977 DEED # 20021283713 DEED # 20030530973 eres © cuee oe rz MARICOPA COUNTY, ARIZONA
DEED # 20121166547 <
39620
88 PRELIMINARY PLAT
WIN JobNo. | 10863A Design + WOR
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| Ss VIAIRSHATIE | Scale: AS SHOWN Review: WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
CONCRETE
LINED DITCR
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LOT 14
APN 102-1I-323
RICHARD J. PACHECO
SILVIA L. PACHECO
DEED # 20030415212
LOT 15
APN |02-lI-324
MARK E. GRAYBEAL
APN 102-II-322
DAVID ALEXANDER
JUANA ALEXANDER
DEED # 20150641357
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GRAPHIC SCALE 1"=60'
0 60 120 180
: = = =
CARDINALS WAY
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KEY MAP
N.T.S.
NOTES:
|. SEE PRELIMINARY GRADING &
DRAINAGE SHEETS FOR DRAINAGE
FLOW ARROWS 8& RETENTION INFO.
2. ALL SEWER 8 WATERLINES
ARE 8” IN DIAMETER UNLESS
OTHER WISE NOTED
UNOBSTRUCTED VIEW EASEMENT .
SEE DETAIL ON SHEET 3.
UNOBSTRUCTED VIEW EASEMENT .
SEE DETAIL ON SHEET 3.
Contact Arizona 811 at least two full
GOODWIN AND MARSHALL, INC.
CITY OF GLENDALE BENCHMARK
ASAM MONUMENT #15, NGS BENCHMARK
DESIGNATION: IDBI, PID: AJ3839
NAVD 88 ELEVATION: 1065.387
BEING A STAINLESS STEEL ROD IN HANDHOLE
STAMPED * IDBi 1999" LOCATED 5.75 FEET EAST
AND 537 FEET NORTH OF THE INTERSECTION OF
CAMELBACK ROAD AND 87TH AVENUE
STONEHAVEN
PHASE 2 AND PHASE 3
WARREN C.
RUSSELL i)
SIGNED e
134’ DONNA J. GRAYBEAL
| DEED # 20190901663
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Wl JANELLE M. NAVARRO
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SCHOOL DISTRICT 92 TCE 15.1.1.C SCHOOL DISTRICT 92
DEED # 20020992583 DOCUMENT 20190548961 DEED # 20021085264
A ssn FEATS AC alt PEER
W:\10883A —- TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct 19 11:43:44 2020
CITY OF GLENDALE
MARICOPA COUNTY, ARIZONA
PRELIMINARY PLAT
é Scale! AS SHOWN Review) WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
GOODWIN AND MARSHALL, INC.
W:!\l0883A — TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct 19 I1:43:33 2020
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= b _ _ — — _ £45 _ _ _ _ — ~ ASAM MONUMENT #15, NGS BENCHMARK
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F ; NAVD 88 ELEVATION: 1065.387
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TO CENTERLINE AND REMOVE EASEMENTS | | | 115” | J 4,40 49 45 45 45 45 45 45 45 45 45 45 45 45" | 49 , STAMPED ” IDB! 1999" LOCATED 5.75 FEET EAST
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NO WIDTH ’ 59 {a | 45° 457 45 45” 45° 45° 45° 45° 457 45° 45° 45° 457 45° 457 MARICOPA COUNTY, ARIZONA
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WIN Job No. 1 10883A Design: WCR
GOOD a 3 Date + OCTOBER 2020 Draft + JEB
| SE MIARSHALIS | Scole1 AS SHOWN Review: WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
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| | | 45° 50’ 50’ 5d’) | 50’ 50’ 50° 50’ 50’ 50° 50’ 50’ | 202° 6I’ 50° 50’ 50° 50’ 50° 59 | 59° CITY OF GLENDALE
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eerie T \see.. PRELIMINARY PLAT
G OODWIN 8 Job No. 1 10883A Design 1 WCR
3 Date: OCTOBER 2020 | Draft: EB
| MIARSHALIS | Scale | AS SHOWN Review: WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
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GOODWIN AND MARSHALL, INC.
W:\l0883A - TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct 19 11:43:21 2020
GOODWIN AND MARSHALL, INC.
W:\l0883A — TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct I9 Il: 43113 2020
Pre at SUSAR RE MA RTE i en ~
N
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GRAPHIC SCALE 1"=60'
0 60 120 180
NOTE: ALL SEWER 8 WATERLINES
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SEE SHEET 7
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TO CENTERLINE AND REMOVE EASEMENTS | 5 Ae ® 46 4. 46 #8 26, 46 45 46 #6. 42 a5 #8 £8 46 _ e
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“ise. PRELIMINARY PLAT
WIN Wo No.1 10883A Design WOR
GOOD ; i Date! OCTOBER 2020 | Draft: EB
| MARSHALS bce AS SHOWN Review 1 WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
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83RD AV!
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| En MIARSHALILS | Scale AS SHOWN Review: WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
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GOODWIN AND MARSHALL, INC.
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SEE SHEET 13
MATCHLINE
GOODWIN AND MARSHALL, INC.
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| MIARSHAILIS bee: AS SHOWN Review! WCR
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Els Wt SIF | ] CITY OF GLENDALE
lest FI VL e/a SST SE | MARICOPA COUNTY, ARIZONA
# MATCHLINE
SEE SHEET 17 GRADING AND DRAINAGE
WIN Job No. 1 10883A Design : WeR
GOOD a 3 Date | OCTOBER 2020 Draft | JEB |
| =EMIARSHALI: | Scale! AS SHOWN Review: WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
GOODWIN AND MARSHALL, INC.
W:\l0883A — TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct 19 [11:41:46 2020
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0 60 120 180
SEE SHEET 14
FP=CS TOU
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‘ FP=61.05 AN (8 >> ~\ 2 | working days before you begin excavation
ELECTRIC LINE EX. | FF=61.72 its “P eee as p Mf 2 \ 73 /4 5 ie I7 & iB 19
| | iN FF=61.62 FP=61.20 | FP=61.40 | FP=61.65 | FP=61.85 | FP=62.10 | FP=62.30 | FP=62.55 | FP=62.75 | FP=63.00 | FP=63.10 At A Bit!
FF=61.87 | FF=62.07 | FF=62.32 ||FF=62.52 |FF=62.77 | FF=62.97 | FF=63.22 | FF=63.42 | FF=63.67 | FF=63.77 | FF=63.52 Call 811 or click Arizona811.com
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FP=61.15 ZK
EA ietames | FF=61.82 _ te Ee | CITY OF GLENDALE BENCHMARK
LDR-NWC 91ST & CAMELBACK LLC | | — — _ ~ — ek
\ | ; ASAM MONUMENT #15, NGS BENCHMARK
DEED # 050286192 | | , DESIGNATION: IDBI, PID: AJ3839
ne [T~ RB-F NAVD 88 ELEVATION: 1065.387
EX. SCUPPER & RETENTION - | | I | APN 102~1I-O(OP — HWE=1060.00 | BEING A STAINLESS STEEL ROD IN HANDHOLE
TO REMAIN UNDISTURBED | : JOHN F. LONG FAMILY | Se, BOT=1057 .00 STAMPED * IDB! 1999* LOCATED 5.75 FEET EAST
| REVOCABLE LIVINGSTRUST a VOL. PRO.=158, 550 CFI AND 537 FEET NORTH OF THE INTERSECTION OF
| va 499 DEED # ReOBalci94 ~ VOL. REQ.=158, 206 CF] | CAMELBACK ROAD AND 87TH AVENUE
POWER POLE EX. ; fo |
: I | | | | STONEHA VEN
MARICOPA COUNTY, ARIZONA
WARREN c. GRADING AND DRAINAGE
RUSSELL
GOODWIN g Job No. # 10883A Design + WCR
g Date 1 OCTOBER 2020 _| Draft 1 JEB
| VIARSHALILE Scale + AS SHOWN Review ' WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
LL Tmmncimommcnmmones | SHEET: I6 of 18
zak SINT ar FRESE! SNORE ON LOL E OR ead RTE SRE FE SELES DR EE IE RY CARBS ME A SRT RF SE TCE AAD awe a a
GOODWIN AND MARSHALL, INC.
W:\l0883A - TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct !9 11:41:35 2020
GOODWIN AND MARSHALL, INC.
W1\l0883A — TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct I9 11141120 2020
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SEE SHEET 15
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Job No. 1 10883A Design 1 WCR
GOODWIN? 3 Date: OCTOBER 2020 | Droft: EB |
] | Er MIARSHALIE | Scle1 AS SHOWN Review! WCR
CIVIL ENGINEERS~PLANNERS~SURVEYORS
a FeOTA SNORE AMINE PERE ETL AE ALT ITTY aN NE DESEO TRE RY TY I EA RL NTR I ES Fe ARS E TTRAT RRS i PLETE PY RS TREE EM I a eT aA
W+\10883A — TM Stonehaven\Prelim\Stonehaven P2 and P3 PPlat.pro Mon Oct 19 Il1 41:07 2020