FOR CONSTRUCTION e .. CERTIFICATION Site Plan.pdf · 1601.38' 1312.58' s89°32'24"w 2592.75' 1294.11' s89°19'08"w 1301.26' n00°44'27"e 1323.74' 454.73' s00°37'21"w 834.53' l1 1338.09

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

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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

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A PO

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,TOW

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G E R DIEHLBRIAN J.

23945RTIFEC

ETACI NO.

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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


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


NOT

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602.335.8500

www.woodpatel.com

BJD

DAB

1"=300'

01-15-20

184796 2020

,

42

MIN

OR

LA

ND

DIV

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N -

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PPER

FA

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A PO

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THE

EAS

T HA

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F SE

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N 30

,TOW

NSHI

P 1 N

ORTH

, RA

NGE

3 WES

T, O

F TH

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LA A

ND S

ALT

RIVE

R ME

RIDI

AN, M

ARIC

OP C

OUNT

Y, A

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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.


DOC. NO. 2006-1189795,M.C.R.


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


7' R.E.DKT. 2477, PG. 129



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


NOT

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602.335.8500

www.woodpatel.com

BJD

DAB

1"=100'

01-15-2020

184796

43

MIN

OR

LA

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DIV

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N -

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A PO

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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

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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.



7' ROAD EASEMENTDKT. 2477, PG. 129



7' R.E.DKT. 2477, PG. 129

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FD. BRASS CAP IN HANDHOLENO STAMP

S89°32'24"W 2587.92'

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CONCEPTUAL ENTRY

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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)

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℄

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NOTE: S/W EASEMENTWITHIN LANDSCAPE TRACTTO BE PROVIDED WHERES/W MEANDER MOVESOUTSIDE OF THE PUBLICRIGHT-OF-WAY

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NTS

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SCHOOL SITE

16.51 GROSS ACRES

14.63 NET ACRES

PHASE TO BE DETERMINED

COPPER FALLS COMMERCIAL

(FUTURE PHASE)

COPPER FALLS RESIDENTIAL

(FUTURE PHASE)

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OOD/PATELWMISSION: CLIENT SERVICE ®COPPER FALLS

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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

Documents

FOR CONSTRUCTION e .. CERTIFICATION Site Plan.pdf · 1601.38' 1312.58' s89°32'24"w 2592.75' 1294.11' s89°19'08"w 1301.26' n00°44'27"e 1323.74' 454.73' s00°37'21"w 834.53' l1 1338.09