gates of prosper phase i conv plat 12-05-2014

2
GRACE TSAI HAGE TRUST 60.27% CHAO-LUN TSAI 39.397% GRACE TSAI HAGE 0.333% INSTR. NO. 201217001602890 U.S. HI G HWAY 38 0( U NI V ERSITY D RI V E) (V A R IA B LE WID T HR IGH T -OF - W A Y ) S T A T EH IGHWA Y2 8 9 ( P R E S T ON R O A D) ( VARI A B L E W ID T H R IG H T - O F- WAY) ALUMINUM TXDOT MON. 5/8 IRF 5/8 IRF ALUMINUM TXDOT MON. ALUMINUM TXDOT MON. ALUMINUM TXDOT MON. 5/8" IRFC CALLED 0.6708 ACRES RIGHT-OF-WAY TO STATE OF TEXAS VOL 3412, PG 385, O.R.C.C.T. RIGHT-OF-WAY TO STATE OF TEXAS VOL 3299, PG 107, O.R.C.C.T. CITY OF IRVING 75' WATERLINE ESMT. VOL. 5455 PG. 8596 O.R.C.C.T. CITY OF IRVING 75' WATERLINE ESMT. VOL. 5455 PG. 8596 O.R.C.C.T. TOWN OF PROSPER 20' WATERLINE ESMT. INSTR. NO. 20060622000859260 O.R.C.C.T. CITY OF IRVING 75' WATERLINE ESMT. VOL. 4693 PG. 2148 O.R.C.C.T. ALUMINUM TXDOT MON. TOWN OF PROSPER 15' WATERLINE ESMT. INSTR. NO. 20071115001547370 O.R.C.C.T. TOWN OF PROSPER 15' WATERLINE ESMT. INSTR. NO. 20071115001547370 O.R.C.C.T. B E NR E N IS O NS U R V E Y ,A B S T R A C T 7 55 T . J. J A M IS O NS U R V E Y ,A B S T R A C T 48 1 B E N R E N I S O N S U R V E Y , A B S T R A C T 7 5 5 TXDOT DRAINAGE EASEMENT TRACT 2 PART 1 VOL. 626 PG. 567 D.R.C.C.T. TXDOT DRAINAGE EASEMENT TRACT 3 PART 2 VOL. 630 PG. 1 D.R.C.C.T. T O WN O F P R O S P E R C I T YO FF R IS C O REMAINDER OF A CALLED 99.963 ACRES 380 & 289, L.P., TRACT 1 INSTR. NO. 20130130000132260 O.R.C.C.T. C O U N T Y R O A D N O . 7 3 ( N O R E C O R D F O U N D ) TOWN OF PROSPER 20' WATERLINE ESMT. INSTR. NO. 20060831001260460 O.R.C.C.T. TOWN OF PROSPER 20' WATERLINE ESMT. INSTR. NO. 20060831001260460 O.R.C.C.T. TOWN OF PROSPER 80' TEMPORARY CONSTRUCTION ESMT. INSTR. NO. 20060831001260460 O.R.C.C.T. (TO BE ABANDONED) TOWN OF PROSPER 15' WATERLINE ESMT. INSTR. NO. 20071115001547370 O.R.C.C.T. DEED GAP WITHIN THE APPARENT PRESCRIPTIVE RIGHT-OF-WAY OF COUNTY ROAD NO. 73 1/2" IRFC "DAA" BLOCK A, LOT 2 BLOCK A, LOT 3 BLOCK A, LOT 4 RICHLAND B O UL E VARD RIGHT- O F- W A Y D E D ICA T I O N REMAINDER OF A CALLED 99.963 ACRES 380 & 289, L.P., TRACT 1 INSTR. NO. 20130130000132260 O.R.C.C.T. 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/ 8" I R S C "KHA " 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" S8 9°1 2'45 "W 15 76.3 5' S83°32'32"W 100.57' S89°11'09"W 200.01' S86°3 8' 57"W 21 9.00' FUTURE DEVELOPMENT 5/8" IRSC "KHA" N45°26'48"W 49.99' N1°38'18"W 88.00' N23° 01'45 " E 580.42 ' N 2 9 ° 2 3 '4 5 " E 6 0 3 .0 9 ' N 3 3 ° 3 9 ' 2 0"E 1 9 9 . 3 8 ' N38° 20'42 "E 38 6. 24 ' S56°02'43"E 117.58' S 56 ° 0 2'43" E 466. 24' ∆=31°13'30" R=755.00' L=411.46' CB=S71°39'28"E C=406.39' N86°05'34"E 147.71' N89°30'44"E 125.00' N44°30'39"E 35.35' 5/8" IRSC "KHA" N89°30'44"E 53.71' NORTHWEST CORNER OF INSTR. NO. 201217001602890 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" 47. 5 2' 63. 7 9' 58. 19' 745 .42' 772 .74' N0°00'02"W 526.88' S89°59'58"W 128.54' N28°28'59"E 194.29' ∆=5°28'15" R=477.50' L=45.59' CB=N31°13'07"E C=45.58' N 3 3 °57'14"E 662. 89 ' S56°0 2'43"E 126.03 ' 18.862 ACRES 821,636 SQ. FT. 12.028 ACRES 523,961 SQ. FT. S56°0 2'43"E 466.24 ' 165.25 ' 300.98 ' C1 14 9 . 3 6 ' 3 1 1 .15 ' S86°14'18"E 152.92' N89°30'44"E 125.00' S45°29'21"E 35.36' 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" 5/8" IRSC "KHA" S0°29'26"E 95.01' S 0 ° 2 9 ' 2 6 " E 3 6 0 . 6 4 ' S 0 ° 2 9 ' 2 6 " E 1 2 8 . 9 8 ' N45°03 '5 0"W 126.06 ' S 0 ° 0 5 ' 3 8 " E 9 8 7 . 7 5 ' S0°00'02"E 1036.06' S O U T H C O L E M A N S T R E E T APPROXIMATE LOCATION OF ABSTRACT LINE APPROXIMATE LOCATION OF ABSTRACT LINE APPROXIMATE LOCATION OF ABSTRACT LINE 1 1 0 . 0 0 ' 110. 00' 110. 00' 90.0 0' 90.0 0' 110. 00' 52.60' 40.57' 38.32' 47.0 1' RIGHT-OF-WAY DEDICATION BY OTHERS RIGHT-OF-WAY DEDICATION BY OTHERS 69 68 66 65 64 63 BLOCK B 2X RIGHT-OF-WAY DEDICATION BY OTHERS LOVERS LANE RIGHT-OF-WAY DEDICATION 160.32 ' S56°0 2'43"E 756.15 ' C 2 N89 °30'44"E 308. 22' 5/8" IRSC "KHA" 5/8" IRSC "KHA" S46°48'04"W 111.31' S40°09'37"E 126.65' 8.196 ACRES 357,034 SQ. FT. BLOCK A, LOT 1 5/8" IRSC "KHA" 121.44' 7.10' S 2 8 ° 0 7 ' 3 4 " W 21 0 .0 0 ' 5/8" IRSC "KHA" 5/8" IRSC "KHA" TOWN OF PROSPER 15' WATERLINE ESMT. INSTR. NO. 20071115001547370 O.R.C.C.T. 4 9 2 . 9 8 ' 8 7 . 4 4 ' RIGHT-OF-DEDICATION 0.028 ACRES 1,241 SQ. FT. ∆=8°07'02" R=239.50' L=33.93' CB=S43°50'10"W C=33.90' ∆=14°06'13" R=161.26' L=39.69' CB=N40°49'34"E C=39.59' N 33 ° 4 3'2 9" E 1 39. 87' S81°08'59"W 36.68' 90. 10' 77.16' 135.82' N60 ° 0 6' 26"W 45 0.32' 5/8" IRSC "KHA" 20' SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENT 5/8" IRSC "KHA" L 3 L 4 L5 L6 L 7 L8 L9 2 0 . 0 0 ' 3 4. 28 ' L10 3 7 9 . 9 8 ' 35 1. 92' 368.27' L 11 L12 L13 DRAINAGE AND DETENTION EASEMENT 10' DRAINAGE EASEMENT 5 8 . 6 8 ' 16.72' 12.60' 10.05' L1 4 L1 5 40.16 ' 24.81 ' ∆=7°59'26" R=526.00' L=73.36' CB=S3°30'17"W C=73.30' ∆=7°59'26" R=504.00' L=70.29' CB=S3°30'17"W C=70.23' 15' DRAINAGE EASEMENT 13.480 ACRES 587,194 SQ. FT. 5/8" IRSC "KHA" ∆=7°59'28" R=526.00' L=73.36' CB=S4°29'07"E C=73.30' ∆=7°59'26" R=504.00' L=70.29' CB=S4°29'09"E C=70.23' 5/8" IRSC "KHA" ∆=7°59'40" R=503.00' L=70.18' CB=S60°02'33"E C=70.13' 5/8" IRSC "KHA" 5/8" IRSC "KHA" ∆=7°59'40" R=526.00' L=73.39' CB=S52°02'54"E C=73.33' ∆=7°59'40" R=503.00' L=70.18' CB=S52°02'54"E C=70.13' ∆=7°59'40" R=526.00' L=73.39' CB=S60°02'33"E C=73.33' 15' DRAINAGE EASEMENT BY SEPARATE INSTRUMENT 35' DRAINAGE EASEMENT BY SEPARATE INSTRUMENT 5/8" IRSC "KHA" 15' DRAINAGE EASEMENT 1 5 . 00' 2 0 . 35' 9 0 .68 ' L16 L17 L18 35' DRAINAGE EASEMENT 3 5 .55 ' 7 7 .70 ' L 1 9 L20 L 2 1 5/8" IRSC "KHA" 1 8 7 . 7 3' 4 5 . 0 5 ' L22 L23 L24 18.75' 2 9 6 . 8 3 ' 4 .3 6 3 ACRES 1 9 0, 0 68 S Q . F T. S8°51'01"E 33.98' 5/8" IRSC "KHA" E D W A R D B R A D L E Y S U R V E Y , A B S T R A C T 8 6 1/2" IRF (SOUTHWEST CORNER OF WILLOW RIDGE PHASE FOUR A) 110. 00 ' 90.00' CALLED 30' RIGHT-OF-WAY DEDICATION BY WILLOW RIDGE PHASE FOUR A INST. NO. 2009-124 M.R.C.C.T. WILLOW RIDGE PHASE FOUR A INST. NO. 2009-124 M.R.C.C.T. M Y S T I C W A Y ( 5 0 ' R I G H T - O F - W A Y ) MUTUAL ACCESS EASEMENT 17 2 . 8 2 ' 45.54 ' 26.82 ' 5/8" IRSC "KHA" 5/8" IRSC "KHA" 4 6 . 5 6' C3 L 2 5 C4 C5 C6 L 2 6 C 7 DRAINAGE EASEMENT 158.61' 16.32' 163.69' L2 7 L28 L29 L30 L31 L32 L33 L34 L3 5 121.74' 47.00' 351.95' CALLED 0.6708 ACRES RIGHT-OF-WAY TO STATE OF TEXAS VOL 3412, PG 385, O.R.C.C.T. 2 5 . 0 0 ' 1 5 ' 2 4 ' 1 5 ' 15' SANITARY SEWER AND DRAINAGE EASEMENT 5/8" IRSC "KHA" 30' DRAINAGE EASEMENT FIRELANE, ACCESS AND UTILITY EASEMENT FIRELANE, ACCESS AND UTILITY EASEMENT 20' SANITARY SEWER EASEMENT 15' S.S.E. L1 L2 C8 C9 50 .4 2 ' 71 .6 7 ' 6 . 1 4 ' 15 . 0 0 ' 29 .2 8 ' 72 .2 0 ' L36 L 3 7 L 3 8 L 3 9 38.74' 34.87' L4 0 L41 L42 8.89' L43 L44 L45 20.63' L46 24.00' L4 7 L4 8 L 4 9 L 5 0 L 5 1 L 5 2 L53 C 1 0 L 5 4 C1 1 L55 C12 5 0 .43' C 1 3 L56 C 1 4 C1 5 L57 C16 4 3 .29 ' C17 L58 L 5 9 C1 8 390.57' 36' 24' 24' 30' DRAINAGE EASEMENT TOWN OF PROSPER 20' WATERLINE ESMT. INSTR. NO. 20060831001260460 O.R.C.C.T. SANITARY SEWER BY SEPARATE EASEMENT APPROXIMATE LOCATION OF SOUTHEAST CORNER OF BEN RENISON SURVEY, ABSTRACT NO. 755 CURVE TABLE NO. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 DELTA 31°13'30" 34°26'37" 33°24'28" 91°49'20" 10°14'25" 12°34'25" 35°33'21" 29°15'59" 49°26'01" 48°30'43" RADIUS 845.00' 800.00' 30.00' 10.00' 890.50' 915.50' 30.00' 30.00' 30.00' 30.53' LENGTH 460.51' 480.92' 17.49' 16.03' 159.16' 200.91' 18.62' 15.32' 25.88' 25.85' CHORD BEARING S71°39'28"E S73°16'02"E N07°14'52"W N55°22'02"E S73°36'06"E S75°23'02"E S27°14'02"W S43°07'01"W S53°12'02"W S03°46'03"W CHORD 454.83' 473.72' 17.25' 14.37' 158.94' 200.50' 18.32' 15.16' 25.09' 25.09' LINE TABLE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 BEARING S61°30'59"E S61°30'59"E N28°07'34"E S28°07'34"W N60°06'26"W N24°23'50"E S24°23'50"W N66°58'15"W S66°58'15"E N72°08'42"E LENGTH 16.08' 24.00' 66.93' 241.76' 403.31' 453.05' 455.54' 17.71' 37.24' 67.24' LINE TABLE NO. L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 BEARING N33°11'49"W N89°12'31"E N44°36'16"E N50°53'11"E N50°53'11"E S33°57'17"W S56°02'43"E N33°57'17"E N23°50'15"E S66°09'45"E LENGTH 75.03' 651.44' 87.07' 99.91' 106.54' 47.00' 15.00' 47.00' 59.83' 2.50' LINE TABLE NO. L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 BEARING S23°50'15"W S52°38'14"W N37°21'46"W N52°38'14"E S09°27'21"W S09°27'21"W S66°47'37"E N90°00'00"E S67°44'20"W N90°00'00"W LENGTH 66.08' 52.35' 15.00' 63.60' 12.08' 45.55' 91.90' 413.51' 132.57' 171.69' LINE TABLE NO. L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 BEARING S00°00'00"E N90°00'00"W S67°44'20"W N90°00'00"E S66°47'37"E N90°00'00"E S61°52'26"E S61°52'26"E N39°14'44"E S39°14'44"W LENGTH 15.00' 168.74' 156.32' 376.57' 111.39' 4.63' 72.26' 73.07' 17.51' 43.83' LINE TABLE NO. L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 BEARING S39°14'44"W N61°52'26"W N90°00'00"E N90°00'00"E N50°45'16"W N90°00'00"E N39°14'44"E S39°14'44"W N58°48'16"E S58°48'16"W LENGTH 41.98' 3.05' 762.55' 693.83' 11.03' 38.74' 356.97' 386.65' 246.46' 242.18' LINE TABLE NO. L51 L52 L53 L54 L55 L56 L57 L58 L59 BEARING N23°50'15"E S23°50'15"W S66°09'45"E N28°29'01"E N33°57'17"E N33°57'17"E N33°57'17"E S33°57'17"W S28°29'01"W LENGTH 141.64' 132.19' 2.50' 49.41' 298.82' 136.84' 50.00' 649.90' 145.41' CURVE TABLE NO. C11 C12 C13 C14 C15 C16 C17 C18 DELTA 5°28'15" 49°25'07" 49°25'02" 19°56'54" 19°56'54" 31°19'55" 31°19'56" 5°28'15" RADIUS 488.00' 30.00' 30.00' 100.00' 100.00' 25.00' 25.00' 512.00' LENGTH 46.60' 25.88' 25.87' 34.82' 34.82' 13.67' 13.67' 48.89' CHORD BEARING S31°13'09"W S58°39'50"W S09°14'46"W S43°55'44"W N43°55'44"E S49°37'15"W N18°17'19"E S31°13'09"W CHORD 46.58' 25.08' 25.08' 34.64' 34.64' 13.50' 13.50' 48.87' GRAPHIC SCALE IN FEET 0 100 50 100 200 1" = 100' @ 24X36 N.T.S. VICINITY MAP US H WY 380 (U NIVERSI TY) S TA T E H W Y 2 89 (P R E ST O N ) D A L L A S P K W Y B U S . 2 8 9 ( C O L E M A N ) FIRS T ST L A C I M A TOWN OF PROSPER CITY OF FRISCO PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT LEGEND BOUNDARY LINE EASEMENT LINE PROPERTY LINE IRON ROD FOUND IRF IRON ROD FOUND WITH CAP IRFC IRON ROD SET WITH CAP IRSC NOT TO SCALE NTS CONTROLLING MONUMENT (C.M.) DEED RECORDS OF COLLIN COUNTY, TEXAS D.R.C.C.T. MAP RECORDS OF COLLIN COUNTY, TEXAS M.R.C.C.T. OFFICIAL RECORDS OF COLLIN COUNTY, TEXAS O.R.C.C.T. FOUND FND. CONVEYANCE PLAT GATES OF PROSPER PHASE 1 BLOCK A, LOTS 1-4 AN ADDITION TO THE TOWN OF PROSPER BEING 56.959 ACRES SITUATED IN THE BEN RENISON SURVEY, ABSTRACT NO. 755 TOWN OF PROSPER, COLLIN COUNTY, TEXAS DECEMBER 2014 DWG NAME: K:\FRI_SURVEY\068109008-GATES OF PROSPER PHASE 1\DWG\068109008 CONV PLAT.DWG PLOTTED BY NOAH, CHRIS 12/5/2014 8:12 AM LAST SAVED 12/5/2014 8:03 AM Scale Drawn by CRN 1" = 100' Checked by Date Project No. Sheet No. Frisco, Texas 75034 5750 Genesis Court, Suite 200 Tel. No. (972) 335-3580 Fax No. (972) 335-3779 FIRM # 10193822 KHA 12/01/2014 068109008 1 OF 2 NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted. 2. Bearing system based on the City of Frisco control network using Station No. 1 and its related azimuth mark. The bearings shown hereon are Grid values. The distances shown hereon are Surface values. To convert the Surface distances to Grid values, multiply the distances shown by a Combined Scale Factor of 0.999845935. 3. According to Map No. 48085C0235 J dated June 2, 2009, of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is located in Zone X (unshaded) and is not within a special flood hazard area. If this site is within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 4. A conveyance plat is a record of property approved by the Town of Prosper, Texas, for the purpose of sale or conveyance in its entirely or interests thereon defined. No building permit shall be issued nor permanent public utility service provided until a final plat is approved, filed of record and public improvements accepted in accordance with the provisions of the Subdivision Ordinance of the Town of Prosper. Selling a portion of this addition by metes and bounds is a violation of City ordinance and state law and is subject to fines and withholding of utilities and building permits. NORTH ENGINEER: Kimley-Horn and Associates 5750 Genesis Court, Suite 200 Frisco, TX 75034 P (972) 335-3580 F (972) 335-3779 Contact: Trey Braswell, P.E. OWNER: 380 & 289 L.P. 1 Cowboys Parkway Irving, TX 75063-4999 SURVEYOR: Kimley-Horn and Associates 5750 Genesis Court, Suite 200 Frisco, TX 75034 P (972) 335-3580 F (972) 335-3779 Contact: Michael B. Marx, R.P.L.S. NORTH

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Gates of Prosper Phase I Conv Plat 12-05-2014

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GRACE TSAI HAGE TRUST 60.27%CHAO-LUN TSAI 39.397%

GRACE TSAI HAGE 0.333%INSTR. NO. 201217001602890

U.S. HIGHWAY 380 (UNIVERSITY DRIVE)(VARIABLE WIDTH RIGHT-OF-WAY)

STAT

EHI

GHW

AY28

9(P

REST

ON

ROAD

)

(VAR

IABL

EW

IDTH

RIG

HT-O

F-W

AY)

ALUMINUMTXDOT MON.

5/8 IRF

5/8 IRF

ALU

MIN

UM

TXD

OT

MO

N.

ALU

MIN

UM

TXD

OT

MO

N.

ALU

MIN

UM

TXD

OT

MO

N.

5/8"

IRFC

CALLED 0.6708 ACRESRIGHT-OF-WAY TOSTATE OF TEXASVOL 3412, PG 385, O.R.C.C.T.

RIGHT-OF-WAY TOSTATE OF TEXAS

VOL 3299, PG 107, O.R.C.C.T.

CITY OF IRVING75' WATERLINE ESMT.VOL. 5455 PG. 8596O.R.C.C.T.

CITY OF IRVING75' WATERLINE ESMT.VOL. 5455 PG. 8596O.R.C.C.T.

TOW

NO

FP

RO

SPER

20'W

ATE

RLI

NE

ESM

T.IN

STR

.NO

.200

6062

2000

8592

60O

.R.C

.C.T

.

CIT

YO

FIR

VIN

G75

'WA

TER

LIN

EES

MT.

VO

L.46

93P

G.2

148

O.R

.C.C

.T.

ALUMINUMTXDOT MON.

TOWN OF PROSPER15' WATERLINE ESMT.INSTR. NO. 20071115001547370O.R.C.C.T.

TOWN OF PROSPER15' WATERLINE ESMT.INSTR. NO. 20071115001547370O.R.C.C.T.

BEN RENISON SURVEY, ABSTRACT 755

T.J. JAMISON SURVEY, ABSTRACT 481

BEN

REN

ISO

NS

UR

VEY,

ABS

TRAC

T75

5

TXDOT DRAINAGE EASEMENTTRACT 2 PART 1VOL. 626 PG. 567D.R.C.C.T.

TXD

OT

DR

AIN

AGE

EASE

ME

NT

TRA

CT

3PA

RT

2V

OL.

630

PG

.1D

.R.C

.C.T

.

TOWN OF PROSPER

CITY OF FRISCO

REMAINDER OFA CALLED 99.963 ACRES380 & 289, L.P., TRACT 1

INSTR. NO. 20130130000132260O.R.C.C.T.

CO

UN

TYR

OA

DN

O.7

3(N

OR

EC

OR

DFO

UN

D)

TOWN OF PROSPER20' WATERLINE ESMT.INSTR. NO. 20060831001260460O.R.C.C.T.

TOWN OF PROSPER20' WATERLINE ESMT.INSTR. NO. 20060831001260460O.R.C.C.T.

TOWN OF PROSPER80' TEMPORARY CONSTRUCTION ESMT.INSTR. NO. 20060831001260460O.R.C.C.T.(TO BE ABANDONED)

TOWN OF PROSPER15' WATERLINE ESMT.

INSTR. NO. 20071115001547370O.R.C.C.T.

DEED GAP WITHIN THE APPARENTPRESCRIPTIVE RIGHT-OF-WAY OF

COUNTY ROAD NO. 73

1/2" IRFC "DAA"

BLOCK A, LOT 2

BLOCK A, LOT 3

BLOCK A, LOT 4

RICHLAND BOULEVARD

RIGHT-OF-WAY DEDICATION

REMAINDER OFA CALLED 99.963 ACRES380 & 289, L.P., TRACT 1

INSTR. NO. 20130130000132260O.R.C.C.T.

5/8"

IRSC

"KH

A"5/8" IRSC

"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

S89°12'45"W 1576.35'

S83°32'32"W100.57'

S89°11'09"W200.01'

S86°38'57"W 219.00'

FUTURE DEVELOPMENT

5/8" IRSC"KHA"

N45°26'48"W49.99'

N1°38'18"W88.00'

N23

°01'

45"E

580.

42'

N29°

23'45

"E60

3.09

'

N33°

39'20

"E19

9.38

'

N38°2

0'42"

E38

6.24

'

S56°02'43"E117.58'

S56°02'43"E466.24'

∆=31°13'30"R=755.00'L=411.46'CB=S71°39'28"EC=406.39'

N86°05'34"E147.71'

N89°30'44"E125.00'

N44°30'39"E35.35'

5/8" IRSC"KHA"

N89

°30'

44"E

53.7

1'

NORTHWEST CORNER OFINSTR. NO. 201217001602890

5/8" IRSC"KHA"

5/8" IRSC"KHA" 5/8" IRSC

"KHA"

5/8" IRSC"KHA"

5/8"

IRSC

"KH

A"

47.52'

63.79'

58.19'745.42'772.74'

N0°

00'0

2"W

526.

88'

S89

°59'

58"W

128.

54'

N28°28'59"E194.29'

∆=5°28'15"R=477.50'

L=45.59'CB=N31°13'07"E

C=45.58'

N33°

57'14

"E66

2.89

'

S56°02'43"E126.03'

18.862 ACRES821,636 SQ. FT.

12.028 ACRES523,961 SQ. FT.

S56°02'43"E466.24'

165.25'

300.98'

C1

149.36 '

311.15 '

S86

°14'

18"E

152.

92'

N89°30'44"E125.00'

S45°29'21"E35.36'

5/8" IRSC"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

5/8" IRSC"KHA"

S0°29'26"E95.01'

S0°

29'2

6"E

360.

64'

S0°

29'2

6"E

128.

98'

N45°03'50"W126.06'

S0°

05'3

8"E

987.

75'

S0°

00'0

2"E

1036

.06'

SO

UTH

CO

LEM

AN

STR

EE

T

APPROXIMATE LOCATIONOF ABSTRACT LINE

APPROXIMATE LOCATIONOF ABSTRACT LINE

AP

PR

OX

IMA

TELO

CAT

ION

OF

AB

STR

ACT

LIN

E

110.

00'

110.00'

110.00'

90.00'

90.00'

110.00'

52.60'

40.57'

38.32'

47.01'

RIG

HT-

OF-

WAY

DED

ICAT

ION

BYO

THER

S

RIGHT-OF-WAYDEDICATION BY OTHERS

69

68

67

66

65

64

63

BLO

CK

B2X

RIGHT-OF-WAYDEDICATION BY OTHERS

LOVE

RS

LAN

ER

IGH

T-O

F-W

AY

DED

ICA

TIO

N

160.

32'

S56°02'43"E756.15'

C2

N89°30'44"E 308.22'

5/8"

IRSC

"KH

A"

5/8" IRSC"KHA"

S46

°48'

04"W

111.

31'

S40°09'37"E126.65'

8.196 ACRES357,034 SQ. FT.

BLOCK A, LOT 1

5/8"

IRSC

"KH

A"

121.44'7.10'

S28°

07'3

4"W

210.

00'

5/8" IRSC"KHA"

5/8" IRSC"KHA"

TOWN OF PROSPER15' WATERLINE ESMT.

INSTR. NO. 20071115001547370O.R.C.C.T.

492.

98'

87.4

4'

RIGHT-OF-DEDICATION0.028 ACRES1,241 SQ. FT.

∆=8°07'02"R=239.50'L=33.93'CB=S43°50'10"WC=33.90'

∆=14°06'13"R=161.26'L=39.69'CB=N40°49'34"EC=39.59'

N33°

43'29

"E13

9.87

'

S81

°08'

59"W

36.6

8'90.10

'

77.1

6'

135.

82'

N60°06'26"W450.32'

5/8" IRSC"KHA"

20' SANITARY SEWEREASEMENT

20' SANITARY SEWEREASEMENT

5/8" IRSC"KHA"

L3

L4L5

L6

L7

L8

L9

20.0

0'

34.2

8'

L10

379.

98'

351.92'

368.

27'

L11

L12

L13

DRAINAGE AND DETENTIONEASEMENT

10' DRAINAGEEASEMENT

58.6

8'

16.72'12.60'

10.05'

L14

L15

40.16'24.81'

∆=7°59'26"R=526.00'

L=73.36'CB=S3°30'17"W

C=73.30'

∆=7°59'26"R=504.00'

L=70.29'CB=S3°30'17"W

C=70.23'

15' DRAINAGEEASEMENT

13.480 ACRES587,194 SQ. FT.

5/8" IRSC"KHA"

∆=7°59'28"R=526.00'

L=73.36'CB=S4°29'07"E

C=73.30'

∆=7°59'26"R=504.00'

L=70.29'CB=S4°29'09"E

C=70.23'

5/8" IRSC"KHA"

∆=7°59'40"R=503.00'

L=70.18'CB=S60°02'33"E

C=70.13'

5/8"

IRSC

"KH

A"

5/8" IRSC"KHA"

∆=7°59'40"R=526.00'L=73.39'CB=S52°02'54"EC=73.33'

∆=7°59'40"R=503.00'L=70.18'CB=S52°02'54"EC=70.13'

∆=7°59'40"R=526.00'

L=73.39'CB=S60°02'33"E

C=73.33'

15' DRAINAGE EASEMENTBY SEPARATE INSTRUMENT

35' DRAINAGE EASEMENTBY SEPARATE INSTRUMENT

5/8"

IRSC

"KH

A"

15'D

RA

INA

GE

EASE

MEN

T

15.0

0'20.3

5'

90.68'

L16

L17

L18

35' DRAINAGEEASEMENT

35.55'

77.70'L19

L20

L21

5/8"

IRSC

"KH

A"

187.73'

45.0

5'

L22L23

L24

18.75'

296.

83'

4.363 ACRES190,068 SQ. FT.

S8°51'01"E33.98'

5/8" IRSC"KHA"

ED

WAR

DBR

ADLE

YSU

RV

EY,A

BST

RAC

T86

1/2" IRF (SOUTHWESTCORNER OF WILLOWRIDGE PHASE FOUR A)

110.

00'

90.0

0'

CA

LLE

D30

'RIG

HT-

OF-

WAY

DED

ICAT

ION

BYW

ILLO

WR

IDG

EP

HAS

EFO

UR

AIN

ST.

NO

.200

9-12

4M

.R.C

.C.T

.

WIL

LOW

RID

GE

PHAS

EFO

UR

AIN

ST.

NO

.200

9-12

4M

.R.C

.C.T

.

MY

STI

CW

AY(5

0'R

IGH

T-O

F-W

AY)

MUTUAL ACCESSEASEMENT

172.82 '45.54'

26.82'

5/8" IRSC"KHA"

5/8" IRSC"KHA"

46.56'

C3

L25

C4

C5

C6

L26

C7

DRAINAGEEASEMENT

158.

61'

16.32'

163.

69'

L27L28

L29

L30

L31L32

L33

L34

L35

121.74' 47.00'

351.

95'

CALLED 0.6708 ACRESRIGHT-OF-WAY TOSTATE OF TEXASVOL 3412, PG 385, O.R.C.C.T.

25.0

0'

15'

24'

15'

15'

SANITARY SEWER ANDDRAINAGE EASEMENT

5/8"

IRSC

"KH

A"

30' DRAINAGEEASEMENT

FIRELANE, ACCESS ANDUTILITY EASEMENT

FIRELANE, ACCESS ANDUTILITY EASEMENT

20' SANITARY SEWEREASEMENT

15' S.S.E.

L1

L2

C8

C9

50.4

2'

71.6

7'

6.14'

15.00'

29.2

8'72

.20'

L36L37

L38L39

38.74'

34.87'

L40

L41

L42

8.89

'

L43

L44L45

20.63'L46

24.00'

L47L4

8

L49L50

L51L5

2

L53

C1 0

L54

C11

L55

C12

50.4

3'C

13

L56

C14

C15

L57

C16

43.29'

C17

L58

L59

C18

390.

57'

36'

24'

24'

30' DRAINAGEEASEMENT

TOWN OF PROSPER20' WATERLINE ESMT.INSTR. NO. 20060831001260460O.R.C.C.T.

SANITARY SEWER BYSEPARATE EASEMENT

APPROXIMATE LOCATION OFSOUTHEAST CORNER OF BEN

RENISON SURVEY, ABSTRACT NO. 755

CURVE TABLE

NO.

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

DELTA

31°13'30"

34°26'37"

33°24'28"

91°49'20"

10°14'25"

12°34'25"

35°33'21"

29°15'59"

49°26'01"

48°30'43"

RADIUS

845.00'

800.00'

30.00'

10.00'

890.50'

915.50'

30.00'

30.00'

30.00'

30.53'

LENGTH

460.51'

480.92'

17.49'

16.03'

159.16'

200.91'

18.62'

15.32'

25.88'

25.85'

CHORD BEARING

S71°39'28"E

S73°16'02"E

N07°14'52"W

N55°22'02"E

S73°36'06"E

S75°23'02"E

S27°14'02"W

S43°07'01"W

S53°12'02"W

S03°46'03"W

CHORD

454.83'

473.72'

17.25'

14.37'

158.94'

200.50'

18.32'

15.16'

25.09'

25.09'

LINE TABLE

NO.

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

BEARING

S61°30'59"E

S61°30'59"E

N28°07'34"E

S28°07'34"W

N60°06'26"W

N24°23'50"E

S24°23'50"W

N66°58'15"W

S66°58'15"E

N72°08'42"E

LENGTH

16.08'

24.00'

66.93'

241.76'

403.31'

453.05'

455.54'

17.71'

37.24'

67.24'

LINE TABLE

NO.

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

BEARING

N33°11'49"W

N89°12'31"E

N44°36'16"E

N50°53'11"E

N50°53'11"E

S33°57'17"W

S56°02'43"E

N33°57'17"E

N23°50'15"E

S66°09'45"E

LENGTH

75.03'

651.44'

87.07'

99.91'

106.54'

47.00'

15.00'

47.00'

59.83'

2.50'

LINE TABLE

NO.

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

BEARING

S23°50'15"W

S52°38'14"W

N37°21'46"W

N52°38'14"E

S09°27'21"W

S09°27'21"W

S66°47'37"E

N90°00'00"E

S67°44'20"W

N90°00'00"W

LENGTH

66.08'

52.35'

15.00'

63.60'

12.08'

45.55'

91.90'

413.51'

132.57'

171.69'

LINE TABLE

NO.

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

BEARING

S00°00'00"E

N90°00'00"W

S67°44'20"W

N90°00'00"E

S66°47'37"E

N90°00'00"E

S61°52'26"E

S61°52'26"E

N39°14'44"E

S39°14'44"W

LENGTH

15.00'

168.74'

156.32'

376.57'

111.39'

4.63'

72.26'

73.07'

17.51'

43.83'

LINE TABLE

NO.

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

BEARING

S39°14'44"W

N61°52'26"W

N90°00'00"E

N90°00'00"E

N50°45'16"W

N90°00'00"E

N39°14'44"E

S39°14'44"W

N58°48'16"E

S58°48'16"W

LENGTH

41.98'

3.05'

762.55'

693.83'

11.03'

38.74'

356.97'

386.65'

246.46'

242.18'

LINE TABLE

NO.

L51

L52

L53

L54

L55

L56

L57

L58

L59

BEARING

N23°50'15"E

S23°50'15"W

S66°09'45"E

N28°29'01"E

N33°57'17"E

N33°57'17"E

N33°57'17"E

S33°57'17"W

S28°29'01"W

LENGTH

141.64'

132.19'

2.50'

49.41'

298.82'

136.84'

50.00'

649.90'

145.41'

CURVE TABLE

NO.

C11

C12

C13

C14

C15

C16

C17

C18

DELTA

5°28'15"

49°25'07"

49°25'02"

19°56'54"

19°56'54"

31°19'55"

31°19'56"

5°28'15"

RADIUS

488.00'

30.00'

30.00'

100.00'

100.00'

25.00'

25.00'

512.00'

LENGTH

46.60'

25.88'

25.87'

34.82'

34.82'

13.67'

13.67'

48.89'

CHORD BEARING

S31°13'09"W

S58°39'50"W

S09°14'46"W

S43°55'44"W

N43°55'44"E

S49°37'15"W

N18°17'19"E

S31°13'09"W

CHORD

46.58'

25.08'

25.08'

34.64'

34.64'

13.50'

13.50'

48.87'

GRAPHIC SCALE IN FEET0100 50 100 200

1" = 100' @ 24X36

N.T.S.VICINITY MAP

US HWY 380 (UNIVERSITY)

STAT

EHW

Y28

9 (PRE

STON

)

DA

L LA

SPK

WY

BU

S.2

89(C

OLE

MAN

)

FIRST ST

LAC

IMA

TOWN OF PROSPER

CITY OF FRISCO

PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR

ANY PURPOSE ANDSHALL NOT BE USED OR

VIEWED OR RELIEDUPON AS A FINAL

SURVEY DOCUMENT

LEGENDBOUNDARY LINEEASEMENT LINEPROPERTY LINE

IRON ROD FOUNDIRFIRON ROD FOUND WITH CAPIRFCIRON ROD SET WITH CAPIRSCNOT TO SCALENTSCONTROLLING MONUMENT(C.M.)

DEED RECORDS OFCOLLIN COUNTY, TEXASD.R.C.C.T.

MAP RECORDS OFCOLLIN COUNTY, TEXASM.R.C.C.T.

OFFICIAL RECORDSOF COLLIN COUNTY, TEXASO.R.C.C.T.

FOUNDFND.

CONVEYANCE PLATGATES OF PROSPER PHASE 1

BLOCK A, LOTS 1-4AN ADDITION TO THE TOWN OF PROSPER

BEING 56.959 ACRES SITUATED IN THEBEN RENISON SURVEY, ABSTRACT NO. 755

TOWN OF PROSPER, COLLIN COUNTY, TEXASDECEMBER 2014

DW

GN

AME:

K:\F

RI_

SUR

VEY

\068

1090

08-G

ATES

OF

PRO

SPE

RPH

ASE

1\D

WG

\068

1090

08C

ON

VPL

AT.D

WG

PLO

TTED

BYN

OA

H,C

HR

IS12

/5/2

014

8:12

AMLA

ST

SAV

ED12

/5/2

014

8:03

AM

Scale Drawn by

CRN1" = 100'

Checked by Date Project No. Sheet No.

Frisco, Texas 750345750 Genesis Court, Suite 200 Tel. No. (972) 335-3580

Fax No. (972) 335-3779FIRM # 10193822

KHA 12/01/2014 068109008 1 OF 2

NOTES:

1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped"KHA", unless otherwise noted.

2. Bearing system based on the City of Frisco control network using Station No. 1 and itsrelated azimuth mark. The bearings shown hereon are Grid values. The distancesshown hereon are Surface values. To convert the Surface distances to Grid values,multiply the distances shown by a Combined Scale Factor of 0.999845935.

3. According to Map No. 48085C0235 J dated June 2, 2009, of the National FloodInsurance Program Map, Flood Insurance Rate Map of Collin County, Texas, FederalEmergency Management Agency, Federal Insurance Administration, this property islocated in Zone X (unshaded) and is not within a special flood hazard area. If this siteis within an identified special flood hazard area, this flood statement does not imply thatthe property and/or the structures thereon will be free from flooding or flood damage.On rare occasions, greater floods can and will occur and flood heights may beincreased by man-made or natural causes. This flood statement shall not createliability on the part of the surveyor.

4. A conveyance plat is a record of property approved by the Town of Prosper, Texas, forthe purpose of sale or conveyance in its entirely or interests thereon defined. Nobuilding permit shall be issued nor permanent public utility service provided until a finalplat is approved, filed of record and public improvements accepted in accordance withthe provisions of the Subdivision Ordinance of the Town of Prosper. Selling a portion ofthis addition by metes and bounds is a violation of City ordinance and state law and issubject to fines and withholding of utilities and building permits.

NORTH

ENGINEER:Kimley-Horn and Associates5750 Genesis Court, Suite 200Frisco, TX 75034P (972) 335-3580F (972) 335-3779Contact: Trey Braswell, P.E.

OWNER:380 & 289 L.P.1 Cowboys ParkwayIrving, TX 75063-4999

SURVEYOR:Kimley-Horn and Associates5750 Genesis Court, Suite 200Frisco, TX 75034P (972) 335-3580F (972) 335-3779Contact: Michael B. Marx, R.P.L.S.

NORTH

PRELIMINARYTHIS DOCUMENT SHALLNOT BE RECORDED FOR

ANY PURPOSE ANDSHALL NOT BE USED OR

VIEWED OR RELIEDUPON AS A FINAL

SURVEY DOCUMENT

CONVEYANCE PLATGATES OF PROSPER PHASE 1

BLOCK A, LOTS 1-4AN ADDITION TO THE TOWN OF PROSPER

BEING 56.959 ACRES SITUATED IN THEBEN RENISON SURVEY, ABSTRACT NO. 755

TOWN OF PROSPER, COLLIN COUNTY, TEXASDECEMBER 2014

DW

GN

AME:

K:\F

RI_

SUR

VEY

\068

1090

08-G

ATES

OF

PRO

SPE

RPH

ASE

1\D

WG

\068

1090

08C

ON

VPL

AT.D

WG

PLO

TTED

BYN

OA

H,C

HR

IS12

/5/2

014

8:13

AMLA

ST

SAV

ED12

/5/2

014

8:03

AM

Scale Drawn by

CRN1" = 100'

Checked by Date Project No. Sheet No.

Frisco, Texas 750345750 Genesis Court, Suite 200 Tel. No. (972) 335-3580

Fax No. (972) 335-3779FIRM # 10193822

KHA 12/01/2014 068109008 2 OF 2

OWNER'S CERTIFICATE

STATE OF TEXAS §

COUNTY OF COLLIN §

WHEREAS, 380 & 280, L.P., is the owner of a tract of land situated in the Ben Renison Survey, Abstract No. 755, Town ofProsper, Collin County, Texas and being out of a called 99.963 acre tract conveyed to them by 183 Land Corporation,described as Tract 1 in the Correction Deed recorded under instrument number 20130130000132260, Official Records ofCollin County, Texas, and being more particularly described as follows:

BEGINNING at a 5/8 inch with plastic cap found in County Road No. 73, at the eastern-most southeast corner of said99.963 acre tract, common to the western-most southwest corner of a tract of land described in the deed to Grace TsaiHage Trust, et al, recorded in Instrument No. 201217001602890, said Official Records, and on the northerly right-of-way ofU.S. Highway No. 380 (University Drive);

THENCE South 46°48'04" West, along the southerly line of said 99.963 acre tract, and along the northerly right-of-way lineof U.S. Highway No. 380, a distance of 111.31 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner atthe northeast corner of a called 0.6708 acre tract of land described in the right-of-way deed to State of Texas, recorded inVolume 3412, Page 385, said Official Records;

THENCE along the southerly line of said 99.963 acre tract, and along the northerly line of said 0.6708 acre tract, and alongthe northerly right-of-way line of U.S. Highway No. 380, the following four (4) calls:

1. South 86°38'57" West, a distance of 219.00 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;

2. South 89°11'09" West, a distance of 200.01 feet to an aluminum TxDOT monument found for corner;

3. South 83°32'32" West, a distance of 100.57 feet to an aluminum TxDOT monument found for corner;

4. South 89°12'45" West, a distance of 1576.35 feet to an aluminum TxDOT monument found for corner at theintersection of the northerly right-of-way line of U.S. Highway No. 380 and the easterly right-of-way line of StateHighway No. 289 (Preston Road);

THENCE along the westerly line of said 99.963 acre tract, and along the easterly right-of-way line of State Highway No.289, the following six (6) courses:

1. North 45°26'48" West, a distance of 49.99 feet to an aluminum TxDOT monument found for corner;

2. North 1°38'18" West, a distance of 88.00 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;

3. North 23°01'45" East, a distance of 580.42 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;

4. North 29°23'45" East, a distance of 603.09 feet to a 5/8 inch iron rod found for corner;

5. North 33°39'20" East, a distance of 199.38 feet to a 5/8 inch iron rod found for corner;

6. North 38°20'42" East, a distance of 386.24 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;

THENCE departing the westerly line of said 99.963 acre tract, and the westerly right-of-way line of State Highway No. 289,and crossing said 99.963 acre tract, the following ten (10) courses:

1. South 8°51'01" East, a distance of 33.98 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;

2. South 56°02'43" East, a distance of 117.58 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner atthe beginning of a tangent curve to the right having a central angle of 7°59'40", a radius of 526.00 feet, a chordbearing and distance of South 52°02'54" East, 73.33 feet;

3. In a southeasterly direction, with said curve to the right, an arc distance of 73.39 feet to a 5/8 inch iron rod with plasticcap stamped “KHA” set for corner at the beginning of a reverse curve to the left having a central angle of 7°59'40", aradius of 503.00 feet, a chord bearing and distance of South 52°02'54" East, 70.13 feet;

4. In a southeasterly direction, with said curve to the left, an arc distance of 70.18 feet to a 5/8 inch iron rod with plasticcap stamped “KHA” set for corner;

5. South 56°02'43" East, a distance of 466.24 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner atthe beginning of a tangent curve to the left having a central angle of 31°13'30", a radius of 755.00 feet, a chordbearing and distance of South 71°39'28" East, 406.39 feet;

6. In a southeasterly direction, with said curve to the left, an arc distance of 411.46 feet to a 5/8 inch iron rod with plasticcap stamped “KHA” set for corner;

7. North 86°05'34" East, a distance of 147.71 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;

8. North 89°30'44" East, a distance of 125.00 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;

9. North 44°30'39" East, a distance of 35.35 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner;

10. North 89°30'44" East, a distance of 53.71 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner onthe easterly line of said 99.963 acre tract in County Road No. 73;

THENCE South 0°05'38" East, along the easterly line of said 99.963 acre tract and along or near the center of CountyRoad No. 73, passing en route at a distance of 25.00 feet the northwest corner of said Grace Tsai Hage Trust tract, andcontinuing on said course along the westerly line of said Grace Tsai Hage Trust tract, a total distance of 987.75 feet to thePOINT OF BEGINNING and containing 56.959 acres (2,481,135 square feet) of land, more or less.

ENGINEER:Kimley-Horn and Associates5750 Genesis Court, Suite 200Frisco, TX 75034P (972) 335-3580F (972) 335-3779Contact: Trey Braswell, P.E.

OWNER:380 & 289 l.p.1 Cowboys ParkwayIrving, TX 75063-4999

SURVEYOR:Kimley-Horn and Associates5750 Genesis Court, Suite 200Frisco, TX 75034P (972) 335-3580F (972) 335-3779Contact: Michael B. Marx, R.P.L.S.

CERTIFICATE OF APPROVAL

Approved this _______ day of __________, 20_____ by the Planning & ZoningCommission of the Town of Prosper, Texas.

______________________________________ Planning & Zoning Commission Chair

______________________________________ Town Secretary

______________________________________ Engineering Department

______________________________________ Planning Department

SURVEYOR'S CERTIFICATE

Know All Men By These Presents:

That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notesmade a part thereof from an actual and accurate survey of the land and that the cornermonuments shown thereon were properly placed under my personal supervision, inaccordance with the Subdivision Regulations of the Town of Prosper, Texas.

Dated this the _______________ day of ________________, 20 _________.

_____________________________________________Michael B. MarxRegistered Professional Land Surveyor No. 5181Kimley-Horn and Associates, Inc.5750 Genesis Court, Suite 200Frisco, Texas 75034Phone 972-335-3580Fax 972-335-3779

STATE OF TEXAS §

COUNTY OF COLLIN §

BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on thisday personally appeared Michael B. Marx, known to me to be the person and officerwhose name is subscribed to the foregoing instrument, and acknowledged to me thathe executed the same for the purposes and considerations therein expressed and inthe capacity therein stated.

GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of____________________, 20 ________.

_______________________________________________Notary Public, State of Texas

NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:

THAT 380 & 280, L.P. acting herein by and through its duly authorized officers, does hereby certify and adopt this platdesignating the herein above described property as GATES OF PROSPER PHASE 1 , an addition to the Town of Prosper,and does hereby dedicate to the public use forever, the streets and alleys shown thereon. 380 & 280, L.P. does hereincertify the following:

1. The streets and alleys are dedicated for street and alley purposes.

2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.

3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated onthis plat.

4. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over oracross the easements as shown, except that landscape improvements may be placed in landscape easements if approvedby the Town of Prosper.

5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused bymaintenance or repair.

6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or usingthe same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to thepublic's and Town of Prosper's use thereof.

7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings,fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction,maintenance, or efficiency of their respective systems in the easements.

8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from theirrespective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters,and adding to or removing all or parts of their respective systems without the necessity at any time procuring permissionfrom anyone.

9. All modifications to this document shall be by means of plat and approved by the Town of Prosper.

This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas.WITNESS, my hand, this the _______________ day of ___________________________, 20_______________.

BY 380 & 280, L.P.

BY:______________________________ ______________________________Authorized Signature Printed Name and Title

STATE OF TEXAS §

COUNTY OF _______ §

BEFORE ME, the undersigned, a Notary Public in and for The State of ____________, on this day personally appeared________________, known to me to be the person and officer whose name is subscribed to the foregoing instrument, andacknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacitytherein stated.

GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of ____________________, 20 ________.

_______________________________________________Notary Public, State of __________

DRAINAGE AND DETENTION EASEMENT

This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject to the followingconditions which shall be binding upon the Owners, their heirs, grantees, successors and assigns: The Portion of Lot 1,Block A, as shown on the plat is called "Drainage and Detention Easement". The Drainage and Detention Easement withinthe limits of this addition, will remain open at all times and will be maintained in a safe and sanitary condition by the ownersof the lot or lots that are traversed by or adjacent to the Drainage and Detention Easement. The Town will not beresponsible for the maintenance and operation of said Easement or for any damage to private property or person thatresults from conditions in the Easement, or for the control of erosion. No obstruction to the natural flow of storm waterrun-off shall be permitted by construction of any type of building, fence or any other structure within the Drainage andDetention Easement, as herein above defined, unless approved by the Town Engineer. Provided, however, it is understoodthat in the event it becomes necessary for the Town to erect or consider erecting any type of drainage structure in order toimprove the storm drainage that my be occasioned by drainage in or adjacent to the subdivision, then in such event, theTown shall have the right to enter upon the Drainage and Detention Easement at any point, or points, to investigate, surveyor to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. Each property ownershall keep the Drainage and Detention Easement clean and free of debris, silt, and any substance which would result inunsanitary conditions or obstruct the flow of water, and the Town shall have the right of ingress and egress for the purposeof inspection and supervision of maintenance work by the property owner to alleviate any undesirable conditions whichmay occur. The natural drainage through the Drainage and Detention Easement is subject to storm water overflow andnatural bank erosion to an extent which cannot be definitely defined. The Town shall not be held liable for any damages ofany nature resulting from the occurrence of these natural phenomena, or resulting from the failure of any structure orstructures, within the Easement.

ACCESS EASEMENT

The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the general publicfor ingress and egress to other real property, and for the purpose of general public vehicular and pedestrian use andaccess, and for the Fire Department, Police, and emergency use in along, upon, and across said premises, with the rightand privilege at all times of the Town of Prosper, its agents, employees, workmen, and representatives having ingress,egress, and regress in, along, upon, and across said premises.

FIRE LANE EASEMENT

The undersigned covenants and agrees that he (they) shall construct upon the fire lane easements, as dedicated andshown hereon, a hard surface paved in accordance with Town standards and that he (they) shall maintain the same in astate of good repair at all times and keep the same free and clear of any structures, fences, trees, shrubs, or otherimprovements or obstruction, including but not limited to the parking, loading, or unloading of motor vehicles, trailers, boats,or other impediments to the access of fire apparatus. The maintenance of pavement in accordance to Town standards ofthe fire lane easements is the responsibility of the owner, and the owner shall post and maintain signage in accordance toTown standards in conspicuous places along the fire lanes, stating "Fire Lane, No Parking". The police or their dulyauthorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free andunobstructed at all times for fire department and emergency use.