for construction e .. certification site plan.pdf · 1601.38' 1312.58' s89°32'24"w 2592.75'...
TRANSCRIPT
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A PORTION OF THE EAST HALF OF SECTION 30,TOWNSHIP 1 NORTH,
RANGE 3 WEST OF THE GILA AND SALT RIVER MERIDIAN, MARICOP COUNTY, ARIZONA
DESCRIPTION
MINOR LAND DIVISIONFOR
COPPER FALLS
CHECKED BY
CAD TECHNICIAN
SCALE
DATE
JOB NUMBER
SHEET
OF
PRELIMINARY
FORCONSTRUCTIONOR RECORDING
NOT
Z:\20
18\18
4796
\Sur
vey\P
lat\47
96-F
01.dw
g
Wood, Patel & Associates, Inc.
Civil EngineeringWater ResourcesLand SurveyConstruction Management
602.335.8500
www.woodpatel.com
BJD
DAB
N.T.S.
01-15-2020
184796
41
MIN
OR
LA
ND
DIV
ISIO
N -
CO
PPER
FA
LLS
A PO
RTIO
N OF
THE
EAS
T HA
LF O
F SE
CTIO
N 30
,TOW
NSHI
P 1 N
ORTH
, RA
NGE
3 WES
T, O
F TH
E GI
LA A
ND S
ALT
RIVE
R ME
RIDI
AN, M
ARIC
OP C
OUNT
Y, A
RIZO
NA
ROY
EVRU
SDNALDERETSI
G E R DIEHLBRIAN J.
23945RTIFEC
ETACI NO.
A..SU.AN ,OZIRA
.............edg nS ie
at
D
EXPIRES 09-30-20
A PARCEL OF LAND SITUATED IN A PORTION OF THE EAST HALF OF SECTION 30,TOWNSHIP 1 NORTH, RANGE 3 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 30, MONUMENTED BY ABRASS CAP IN A DIRT HOLE, FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 30,MONUMENTED BY A BRASS CAP IN A DIRT HOLE BEARS AS A BASIS OF BEARINGS SOUTH00 DEGREES 38 MINUTES 11 SECONDS WEST, A DISTANCE OF 2618.70 FEET;THENCE SOUTH 00 DEGREES 38 MINUTES 11 SECONDS WEST, ALONG THE EASTERLY LINEOF THE SOUTHEAST CORNER OF SAID SECTION 30, A DISTANCE OF 1601.21 FEET;THENCE NORTH 89 DEGREES 21 MINUTES 49 SECONDS WEST, A DISTANCE OF 65.00 FEET;THENCE SOUTH 88 DEGREES 41 MINUTES 11 SECONDS WEST, A DISTANCE OF 599.42 FEET;THENCE SOUTH 44 DEGREES 39 MINUTES 05 SECONDS WEST, A DISTANCE OF 266.22 FEET;THENCE SOUTH 00 DEGREES 37 MINUTES 21 SECONDS WEST, A DISTANCE OF 834.54 FEETTO A POINT LYING ON THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF SAIDSECTION 30;THENCE SOUTH 88 DEGREES 41 MINUTES 11 SECONDS WEST, ALONG SAID SOUTHERLYLINE, A DISTANCE OF 454.82 FEET;THENCE NORTH 00 DEGREES 44 MINUTES 31 SECONDS EAST, A DISTANCE OF 1323.77 FEET;THENCE SOUTH 89 DEGREES 19 MINUTES 03 SECONDS WEST, A DISTANCE OF 1301.31 FEETTO A POINT LYING ON THE WESTERLY LINE OF THE SOUTHEAST QUARTER OF SAIDSECTION 30;THENCE NORTH 00 DEGREES 50 MINUTES 42 SECONDS EAST, ALONG SAID WESTERLYLINE, A DISTANCE OF 1338.20 FEET TO THE CENTER OF SAID SECTION 30, MONUMENTEDBY A PK NAIL;THENCE CONTINUING NORTH 00 DEGREES 50 MINUTES 42 SECONDS EAST, ALONG THEWESTERLY LINE OF THE NORTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF1294.15 FEET;THENCE NORTH 89 DEGREES 32 MINUTES 37 SECONDS EAST, A DISTANCE OF 2592.85 FEETTO A POINT LYING ON THE EASTERLY LINE OF THE NORTHEAST QUARTER OF SAIDSECTION 30;THENCE SOUTH 00 DEGREES 38 MINUTES 16 SECONDS WEST, ALONG SAID EASTERLY LINE,A DISTANCE OF 1312.52 FEET TO THE EAST QUARTER CORNER OF SAID SECTION 30, SAIDPOINT BEING THE POINT OF BEGINNING.
APN 504-40-012E
STATE OF ARIZONA )) SS
COUNTY OF MARICOPA )
KNOW ALL MEN BY THESE PRESENTS:
THAT ________________________________, HAS SUBDIVIDED UNDER THE NAME OF " COPPER FALLS", AMINOR LAND DIVISION LOCATED IN A PORTION OF SECTION 30, TOWNSHIP 1 NORTH, RANGE 3 WEST, OFTHE GILA AND SALT RIVER BASE AND MERIDIAN, CITY OF BUCKEYE, MARICOPA COUNTY, ARIZONA, ASSHOWN PLATTED HEREON AND DOES HEREBY PUBLISH THIS MINOR LAND DIVISION FOR "COPPER FALLS"AND HEREBY DECLARES THAT SAID PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OFEACH BLOCK, STREET, AND EASEMENT, CONSTITUTING SAME, AND THAT EACH BLOCK, STREET, ANDEASEMENT SHALL BE KNOWN BY THE NUMBER, LETTER, AND NAME THAT IS GIVEN TO EACHRESPECTIVELY AS SHOWN ON THIS MINOR LAND DIVISION.
OWNERS HEREBY DEDICATE TO THE CITY OF BUCKEYE FEE TITLE TO ALL PUBLIC RIGHT-OF-WAY ASSHOWN ON THE MINOR LAND DIVISION.
BY: _____________________________ DATE:______________
ITS:_____________________________
SHEET 1 DEDICATIONS, ACKNOWLEDGMENTS, CERTIFICATIONS AND NOTESSHEET 2 BOUNDARY MAP, TABLES, LEGENDSHEET 3-4 PLAN SHEET
STATE OF ARIZONA )) SS
COUNTY OF MARICOPA )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS____DAY
OF_________________, 2019, BY__________________________, THE____________________________________________________, THE SUCCESSOR UPON THE CONVERSION OF_______________________________________________, FOR AND ON BEHALF THEREOF.
__________ ____________________ __________________________MY COMMISSION EXPIRES NOTARY PUBLIC
CERTIFICATION
BRIAN J. DIEHL R.L.S. 23945
-
DEVELOPER CIVIL ENGINEERWOOD, PATEL & ASSOCIATES, INC.2051 W. NORTHERN AVE.PHOENIX, ARIZONA 85021PHONE: (602)335-8500FAX: (602)335-8580CONTACT: MR. DAN CRONIN
REXCO, LLC2241 EAST COLTER STREETPHOENIX, AZ 85016PHONE: (480) _____________CONTACT: MR. TERRY KLINGER
I CERTIFY THAT ALL ENGINEERING CONDITIONS AND REQUIREMENTS HAVEBEEN COMPLIED WITH.
BY: ____________________________________ ______________________ BUCKEYE CITY ENGINEER DATE
BY: ____________________________________ ______________________ DEVELOPMENT SERVICES DIRECTOR DATE
WOOD, PATEL & ASSOCIATES, INC.2051 WEST NORTHERN AVENUE - SUITE 100PHOENIX, ARIZONA 85021(602) [email protected]
THE PROPERTY IS LOCATED WITHIN AN AREA DESIGNATED AS HAVING FLOODZONE X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, ON FLOODINSURANCE RATE MAP NO ______________, WITH A REVISION DATE OF OCTOBER 16, 2013 FOR COMMUNITY NO.040039, IN THE CITY OF BUCKEYE, COUNTY OF MARICOPA, STATE OF ARIZONA, WHICH IS THE CURRENT FLOODINSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PROPERTY IS SITUATED.
I, BRIAN J. DIEHL, OF WOOD, PATEL & ASSOCIATES, INC. HEREBY CERTIFY THAT I AM AREGISTERED LAND SURVEYOR IN THE STATE OF ARIZONA; THAT THIS MAP OR PLATCONSISTING OF FOUR (4) SHEETS CORRECTLY REPRESENTS A BOUNDARY SURVEY MADEBY ME DURING THE OF MONTH OF JUNE, 2018; THAT THIS SURVEY IS TRUE AND CORRECTAS SHOWN. THAT ALL MONUMENTS EXIST OF WILL BE SET AND THAT THEIR POSITIONSARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
DEDICATION1. EXCEPT FOR CONSTRUCTION AND IMPROVEMENTS BY GOVERNMENTAL ENTITIES AND
CERTIFIED PUBLIC UTILITIES, CONSTRUCTION AND IMPROVEMENTS WITHIN PUBLICUTILITY EASEMENTS SHALL BE LIMITED TO ONLY THE FOLLOWING:A. WOOD, WIRE, OR REMOVABLE SECTION TYPE FENCING.B. CONSTRUCTION, STRUCTURES, MAILBOXES OR BUILDINGS EXPRESSLY
APPROVED IN WRITING BY THE CITY OF BUCKEYE AND ALL DRY PUBLICUTILITIES WHICH USE OR MAY USE THE EASEMENT.
C. LANDSCAPING
2. ALL NEW OR RELOCATED UTILITIES ARE TO BE INSTALLED UNDERGROUND EXCEPTTHOSE ELECTRIC LINES ACCEPTED BY THE ARIZONA CORPORATION COMMISSIONGENERAL ORDER U-48.
3. THE LAND DESCRIBED IN THIS PLAT IS LOCATED WITHIN THE CITY OF BUCKEYESERVICE AREA. CERTIFICATE OF ASSURED 100 YEAR WATER SUPPLY NO.27-401140.0000, UNDER A.R.S. 45-576, AND THE APPLICABLE REGULATIONS, HASBEEN ISSUED.
4. AN 18” REBAR WITH AN R.L.S. CAP WILL BE SET AT ALL SUBDIVISION CORNERS, LOTCORNERS, TRACT CORNERS, AND POINTS OF CURVATURE AT THE COMPLETION OF
MASS GRADING.
5. THE MAINTENANCE OF ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAYSHALL BE THE RESPONSIBILITY OF THE SUN CITY FESTIVAL COMMUNITYASSOCIATION OR ABUTTING PROPERTY OWNER IN ACCORDANCE WITH THEDECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR ”SUN CITYFESTIVAL” PREVIOUSLY RECORDED AS INSTRUMENT NO. 2005-1720347 AND ANYSUPPLEMENTAL DECLARATIONS RECORDED PURSUANT THERETO (COLLECTIVELY THE”C.C. & R.’S”).
6. ALL MEASUREMENTS ARE THE SAME AS RECORD UNLESS OTHERWISE NOTED. ALLFOUND MONUMENTS ARE WITHIN ACCEPTABLE TOLERANCES PER ARIZONABOUNDARY SURVEY MINIMUM STANDARDS, UNLESS OTHERWISE NOTED. REFER TO”SUN CITY FESTIVAL UNIT 3” RECORDED IN BOOK 1264, PAGE 16, M.C.R.
FLOOD ZONE DESIGNATION
BASIS OF BEARING
INDEX SHEET
NOTES
ACKNOWLEDGMENT
APPROVALS
-
S88°41'11"W 594.42'
N89°21'49"W 70.00'
1601
.38'
1312
.58'
S89°32'24"W 2592.75'
1294
.11'
S89°19'08"W 1301.26'
N00°
44'27
"E 1
323.7
4'
454.73'
S00°
37'21
"W 8
34.53
'L1
1338
.09'
SOUTHERN AVENUE
CENTER OF SECTION 30,T.1N., R.3W.
FD. P.K. NAIL WITH TAG RLS21081
SOUTH QUARTER CORNEROF SECTION 30, T.1N., R.3W.FD. MAG NAIL WITH TAG RLS21065
SOUTHEAST CORNEROF SECTION 30, T.1N., R.3W.FD. 3-INCH M.C.D.O.T. B.C.H.
EAST QUARTER CORNER OFSECTION 30,T.1N., R.3W.FD. 3-INCHM.C.D.O.T. B.C.H.POINT OF BEGINNING
S89°56'59"W 2597.20'
BLOCK 2
BLOCK 3
BLOCK 1
N00°
50'45
"E 2
611.8
0'N0
0°50
'35"E
267
6.19'
1338
.10'
N00°
38'10
"E 2
630.1
7'N0
0°38
'11"E
261
8.75'
TRIYAR BUCKEYE HOLDINGS LLCAPN 504-40-011C
DOC. NO. 2005-0820722, M.C.R.
ANDERSON CLAYTON CORPAPN 504-40-011A
DOC. NO. 2006-1189795,M.C.R.
B BAR G FARMS LPAPN 504-40-012C
DOC. NO. 1995-0631950
ANDERSON CLAYTON CORPAPN 504-40-010A
DOC. NO. 2006-1189795,M.C.R.
BROADWAY & ROCKSPARTNERS/WEST 12TH ST OWNERS
APN 504-40-006BDOC. NO. 2004-1110524, M.C.R.
ROOKS 109 LLC/MANOCHERIAN FRAYDUN
APN 504-40-008DDOC. NO. 2005-0431575, M.C.R.
EX. 55' E.E.DKT. 12098, PG. 1316, M.C.R.
1017
.37'
MIL
LE
R R
OA
D
849.34'
S88°41'26"W 2608.16'
253
RD
AV
E.
COPPER FALLS BLVD
1304.08'
NORTHEAST CORNEROF SECTION 30, T.1N., R.3W.FD. 3-INCH M.C.D.O.T. B.C.H.
BROADWAY ROAD
NORTH QUARTER CORNEROF SECTION 30, T.1N., R.3W.
FD. BRASS CAP IN HANDHOLENO STAMP
1317
.35'
1317
.69'
S89°32'24"W 2587.92'
1317
.59'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
BEARING
N44°39'05"E
S32°15'00"W
N24°15'32"E
N00°13'30"E
S89°32'24"W
N00°27'36"W
S00°27'36"E
N89°21'50"W
S44°40'54"E
N70°21'56"E
S65°44'28"E
S21°50'52"E
N45°13'30"E
S89°46'30"E
S48°53'41"W
S45°27'36"E
S00°27'36"E
S89°32'24"W
N00°27'36"W
N45°27'36"W
DISTANCE
266.22'
67.50'
65.39'
65.00'
60.00'
50.00'
106.34'
5.00'
56.25'
41.60'
60.00'
41.60'
42.43'
60.00'
42.58'
35.36'
48.56'
50.00'
56.34'
35.36'
LINE TABLE
LINE
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L40
BEARING
S44°32'24"W
S89°32'24"W
N45°27'36"W
S89°32'24"W
S44°32'24"W
S89°32'24"W
N00°27'36"W
N06°10'14"W
N00°27'36"W
N45°27'36"W
N00°27'36"W
N44°32'24"E
N38°44'29"W
S77°15'00"W
N62°30'49"W
N12°45'00"W
N57°45'00"W
S45°19'06"W
N89°21'50"W
DISTANCE
35.36'
50.00'
35.36'
95.00'
35.36'
60.00'
25.00'
50.25'
133.43'
35.36'
50.00'
35.36'
43.93'
42.43'
60.21'
42.43'
72.98'
56.88'
5.00'
AREA TABLE
BLOCK 1
BLOCK 2
BLOCK 3
RIGHT-OF-WAY
AREASQUARE FEET
3,445,881
3,073,513
658,878
509,907
AREAACRES
79.11
70.56
15.13
11.71
TOTAL 7,688,179 173.50
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
DELTA
32°15'00"
32°01'30"
6°29'31"
32°15'00"
23°13'13"
4°05'01"
17°20'29"
124°40'58"
3°58'10"
2°46'20"
21°04'59"
5°02'24"
32°15'00"
RADIUS
740.00'
1200.00'
1500.00'
700.00'
1235.00'
1535.00'
55.00'
55.00'
1465.00'
1235.00'
1165.00'
1165.00'
780.00'
ARC
416.52'
670.73'
169.96'
394.01'
500.51'
109.40'
16.65'
119.69'
101.50'
59.75'
428.68'
102.48'
439.04'
CHECKED BY
CAD TECHNICIAN
SCALE
DATE
JOB NUMBER
SHEET
OF
PRELIMINARY
FORCONSTRUCTIONOR RECORDING
NOT
Z:\20
18\18
4796
\Sur
vey\P
lat\47
96-F
01.dw
g
Wood, Patel & Associates, Inc.
Civil EngineeringWater ResourcesLand SurveyConstruction Management
602.335.8500
www.woodpatel.com
BJD
DAB
1"=300'
01-15-20
184796 2020
,
42
MIN
OR
LA
ND
DIV
ISIO
N -
CO
PPER
FA
LLS
A PO
RTIO
N OF
THE
EAS
T HA
LF O
F SE
CTIO
N 30
,TOW
NSHI
P 1 N
ORTH
, RA
NGE
3 WES
T, O
F TH
E GI
LA A
ND S
ALT
RIVE
R ME
RIDI
AN, M
ARIC
OP C
OUNT
Y, A
RIZO
NA
ROY
EVRU
SDNALDERETSI
G E R DIEHLBRIAN J.
23945RTIFEC
ETACI NO.
A..SU.AN ,OZIRA
.............edg nS ie
at
D
EXPIRES 09-30-20
MATCH SHEET 4
MATCH SHEET 3
MATCH SHEET 4
MATCH SHEET 3
PAGEPG.PUBLIC UTILITY EASEMENTP.U.E.
M.C.R. MARICOPA COUNTY RECORDS
BOOKBK.
LEGEND
B.C.H. BRASS CAP IN HANDHOLE
SURVEY MONUMENT FOUND AS NOTED
FOUNDFD.
RIGHT-OF-WAY LINEEASEMENT LINE AS NOTEDBOUNDARY LINE
PROPERTY LINE
RIGHT-OF-WAYR/W
EXISTINGEX.ELECTRIC EASEMENTE.E.
DOCUMENTDOC.
NUMBERNO.
APN ASSESSOR PARCEL NUMBER
CORNER OF THIS SUBDIVISIONSET 1/2" REBAR W/ CAPWOODPATEL LS 23945UNLESS OTHERWISE NOTED
N
Horz. 1 in. = ft.
0 300 600
300
M.C.D.O.T. MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION
DOCKETDKT.
BOUNDARY LINE
-
S88°41'11"W 594.42'
N89°21'49"W 70.00'
1601
.38'
S89°19'08"W 1301.26'
N00°
44'27
"E 1
323.7
4'
454.73'
S00°
37'21
"W 8
34.53
'
L1
SOUTHERN AVENUE
SOUTH QUARTER CORNEROF SECTION 30, T.1N., R.3W.FD. MAG NAIL WITH TAG RLS 21065
SOUTHEAST CORNEROF SECTION 30, T.1N., R.3W.FD. 3-INCH M.C.D.O.T. B.C.H.
BLOCK 1
1213
.21'
S00°38'11"W 137.06'
S00°
38'10
"W 2
82.74
'
S01°33'58"E 130.10'
L8
S00°
38'11
"W 3
89.44
'
N00°
50'35
"E 2
676.1
9'
1338
.10'
N00°
38'11
"E 2
618.7
5'
TRIYAR BUCKEYE HOLDINGS LLCAPN 504-40-011C
DOC. NO. 2005-0820722, M.C.R.
ANDERSON CLAYTON CORPAPN 504-40-011A
DOC. NO. 2006-1189795,M.C.R.
ANDERSON CLAYTON CORPAPN 504-40-010A
DOC. NO. 2006-1189795, M.C.R.
8' P.U.E.
8' P.U.E.
8' P.U.E.
EX. 55' E.E.DKT. 12098, PG. 1316, M.C.R.
EX. 55' E.E.DKT. 12098, PG. 1316, M.C.R.
33' COUNTY ROADBK. 4, PG. 16
40' COUNTY ROADBK. 11, PG. 90
7' R.E.DKT. 2477, PG. 129
33' COUNTY ROADBK. 4, PG. 16
40' COUNTY ROADBK. 11, PG. 90
7' ROAD EASEMENTDKT. 2477, PG. 129
33' C
OUNT
Y RO
ADBK
. 4, P
G. 16
33' C
OUNT
Y RO
ADBK
. 4, P
G. 16
1017
.37'
MIL
LE
R R
OA
D
849.34'
S88°41'26"W 2608.16'1304.08'CHECKED BY
CAD TECHNICIAN
SCALE
DATE
JOB NUMBER
SHEET
OF
PRELIMINARY
FORCONSTRUCTIONOR RECORDING
NOT
Z:\20
18\18
4796
\Sur
vey\P
lat\47
96-F
01.dw
g
Wood, Patel & Associates, Inc.
Civil EngineeringWater ResourcesLand SurveyConstruction Management
602.335.8500
www.woodpatel.com
BJD
DAB
1"=100'
01-15-2020
184796
43
MIN
OR
LA
ND
DIV
ISIO
N -
CO
PPER
FA
LLS
A PO
RTIO
N OF
THE
EAS
T HA
LF O
F SE
CTIO
N 30
,TOW
NSHI
P 1 N
ORTH
, RA
NGE
3 WES
T OF
THE
GILA
AND
SAL
T RI
VER
MERI
DIAN
, MAR
ICOP
COU
NTY,
ARI
ZONA
ROY
EVRU
SDNALDERETSI
G E R DIEHLBRIAN J.
23945RTIFEC
ETACI NO.
A..SU.AN ,OZIRA
.............edg nS ie
at
D
EXPIRES 09-30-20
MATCH SHEET 4
MATCH SHEET 3
MATCH SHEET 4
MATCH SHEET 3
N
Horz. 1 in. = ft.
0 100 200
100
LEGENDSHEET 2
-
1312
.58'
S89°32'24"W 2592.75'
1294
.11'
S00°
50'35
"W 1
338.0
9'13
38.09
'
CENTER OF SECTION 30,T.1N., R.3W.
FD. P.K. NAIL WITH TAG RLS 21081
EAST QUARTER CORNER OFSECTION 30,T.1N., R.3W.
FD. 3-INCHM.C.D.O.T. B.C.H.POINT OF BEGINNING
S89°56'59"W 2597.20'
BLOCK 2
BLOCK 3
665.2
9'62
8.82'
1213
.21'
54.88
'70
.00'
N90°00'00"E 292.71'C1
S57°45'00"E 348.68'
C2
N89°46'30"W 973.97'
C3
N00°
27'36
"W 5
48.29
'
S89°32'24"W 853.57'
L2
L3
L4
L5
L6
L7
50.00
'20
8.43'
289.8
6'
541.22' 432.75' L=121.6 2 'L=381.76 '
L=167.36 '
215.70'
132.98'
200.00'653.57'
L9
L10L11
L12L13L14
L15
C9
L16C8
C7L17
L18
L19
L20
L21 L22 L23L24
L25
L26
L27
N90°00'00"E 182.26'C13
S55°50'23"E 150.00'
C12
C11
S89°46'30"E 372.75'S89°46'30"E 481.60'
N89°46'30"W 973.59'
S00°
27'36
"E 4
48.29
'
N89°32'24"E 735.79'
S89°32'24"W 553.57'
L28
L29
L30
L31
L32C6
L33
C5
L34 L35
L36
L37
C4N90°00'00"W 178.15'
R/W
25' 2
5'R/
W
R/W
25' 2
5'R/
W
R/W35' 35'
R/W
R/W35' 35'
R/W
R/W
35'
35'
R/W
R/W
35'
35'
R/W
R/W
40'
40'
R/W
R/W35
' 3
5'R/
W
R/W35
' 3
5'R/
W
R/W40
' 4
0'R/
W
BLOCK 1
N00°
50'45
"E 2
611.8
0'
L38
S00°
38'10
"W 2
82.74
'S0
0°38
'10"W
947
.98'
75.01'
N00°
38'10
"E 2
630.1
7'
L40
C10
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.8' P.U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.
U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
EX. 55' E.E.DKT. 12098, PG. 1316, M.C.R.
EX. 55' E.E.DKT. 12098, PG. 1316, M.C.R.
EX. 55' E.E.DKT. 12098, PG. 1316, M.C.R.
33' COUNTY ROADBK. 4, PG. 16
40' COUNTY ROADBK. 11, PG. 90
7' ROAD EASEMENTDKT. 2477, PG. 129
33' COUNTY ROADBK. 4, PG. 16
40' COUNTY ROADBK. 11, PG. 90
7' R.E.DKT. 2477, PG. 129
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www.woodpatel.com
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DRAINAGE EASEMENT
DRAINAGE EASEMENT
DRAINAGE EASEMENT
CONCEPTUAL ENTRY
MONUMENT
45' x 115'(174 LOTS)
CONCEPTUAL ENTRY
MONUMENT
55' x 120'(74 LOTS)
50' x 120'(71 LOTS)
50' x 120'(99 LOTS)
55' x 120'(56 LOTS)
SECONDARYAMENITY AREA
SECONDARYAMENITY AREA
PRIMARYAMENITY AREA
50' x 120'(57 LOTS)
NORTH LOCAL ROAD
COPPER FALLS DRIVE
℄
VERTICALCURB & GUTTER
R/W
VERTICALCURB & GUTTER
7' B/C
35'
70' R/W
VERTICALCURB & GUTTER
VERTICALCURB & GUTTER
7' B/C8'
35'
R/W
2'C&G 12' LANE
2'C&G12' LANE
COPPER FALLS DRIVE
4' BIKE2'
C&G 8'4' BIKE2'
C&G6' S/W
NOTE: S/W EASEMENTWITHIN LANDSCAPE TRACTTO BE PROVIDED WHERES/W MEANDER MOVESOUTSIDE OF THE PUBLICRIGHT-OF-WAY
LANDSCAPEEASEMENT
WIDTHVARIES
R/W
℄
R/W
253RD AVENUE / LOCAL ROAD
ROLLCURB & GUTTER
50' R/W25'
4' S/W 5'
ROLLCURB & GUTTER
SIDEWALKTURNDOWN
25'
PUE
8' 8'
PUE
2'C&G 14' LANE
2'C&G14' LANE9'
NTS
NTS
SCHOOL SITE
16.51 GROSS ACRES
14.63 NET ACRES
PHASE TO BE DETERMINED
COPPER FALLS COMMERCIAL
(FUTURE PHASE)
COPPER FALLS RESIDENTIAL
(FUTURE PHASE)
JOB NO.:
DATE:
NOTFOR
CONSTRUCTIONOR RECORDING
DRAWN:DESIGN:
SCALE:SHEET
Z:\20
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\Dwg
\Exh
ibits\
1847
96-C
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s-Cro
ss-S
ectio
n.dwg
WWW.WOODPATEL.COM(602) 335-8500
OOD/PATELWMISSION: CLIENT SERVICE ®COPPER FALLS
SCHOOL INFRASTRUCTUREEXHIBIT
09-20-2018 1" = 150'1 OF 1
184796JCJC
LEGENDSCHOOL INFRASTRUCTURE
N
Horz. 1 in. = ft.
0 150 300
150
MCCAIN-Preconstruction ScheduleOfValuesAdjWaysChasse EstimateHess-Roundtree Quote JMES4796-F01Copper Falls Conceptual Engineers Estimate ExhibitSheets and Views24x36