SL9370AWE �► k
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SEA LEVEL)
THIRD
PARTY
NOTE: THIS TRACT LIES ENTIRELY WITHIN DENTON COUNTY FRESH WATER SUPPLY DISTRICT CASTLE
HILLS 1G.
NOTE: CURRENT ZONING DESIGNATIONS FROM OFFICIAL CITY OF LEWISVILLE DATED 2011 AND CURRENT
AS OF CASE: PZ20110304.
f if
Evi'llail Mi =0
f � �x
iM FLOODING OR FLOOD DAMAGE, ON RAREO \\�QG /
.ASIONS, GREATER FLOODS CAN AND WILL OCCUR f \r��1\
? FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE G '
NATURAL CAUSES. THIS FLOOD STATEMENT SHALL
'CREATE LIABILITY ON THE PART OF THE SURVEYOR, f
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CN
ENGINEER
O . "
0+ W. LOUISIANA
MCKINNEY, TEXAS #•
972.562.4409
SURVEYOR
1
JOHN E. THOMPSON,
MAIN ST.
GAINESVILLE, TX * ♦ 0
• t •• * !
OWNER
* COMMERCIAL
R 1 i
R.E. MCELROY INC.
1/•
Course
Bearing
Distance
L1
Rod; 740.001
Arc: 1083.so,
Tan: 664,861
CA: 83'52136"
Chd: S 77*12'371 E
989.13,
L2
Bad: $60,00`
A: 501.34'
Tan: 258,021
CA: 33'24102"
Chd: 6 51*571421 E
494,27'
L3
Bad: 5789.58`
Arc: 180,47'
Tan: 90.241
CA: 1*47110'
Chd: N 22105122' W
180.46'
L4
1
Rad, 060.40'
Ara: 95.90'
Tan: 47.98'
CA: 5111101'
Chd: N 63*241341 E
95.87°
L5
Bad: 30.00,
Arc. 19.60,
Tan: 10.17,
CA: 37126'29'
Chd: S 73'25'08" V1
19.26,
L6
S 54141154" w
68,14'
L7
Bad: 20.00'
Arc: 17.45'
Tan: 9.331
CA: 49'59141'
Chd: S 29142103/ W
16"901
LS
Bad: 50.00,
Are: 19.51'
Tan: 9.88,
CA: 22*21138'
Chd. $ 151
19 39'
L9
Bed; 20.00,
Arc: 21.57'
Tan: 11.97'
CA: 61'47'00"
Chd: S 03'49'401 E
20,54'
L1O
S 34'43'10' E
178.42'
L11
Bad. 20.00'
Arc: 19.20'
Tan: 10.41'
CA: 55'00'00"
Chd: S 62/13/101 E
18.47'
L12
689'43'10'.E
124.00'
L13
S 00'16160' !1
20.7T'
'AP
(Fie/GAP o .i - - - - (N CO.22'52fe+lW 15.00)
:JN _ _ _ - - - - - S DQ 0St 3 E 4B.CI4
- -
s a6'o5'37'E 17,99' S 8 9 ° 3 4 `C3 6" W i C99.8 6 � _ 6" VVFCP (s DD'os'Ds<s 48.04)
PION__ _ _ _ _ _ _ iS 59�34`52 Nt 799_87q..__,_.._._. ._ ____ . _._... _ . _ .___ . _ __... _ _.._ ._ 4 . _.- ,..® . _..•... . ® .._.... . ,_.._ .....- ... ..v. . , ... o ._._. . _._... ®..... . .
i -. .- .- ` ` ...` - .- - ..r - . -... _._.. - - . - __._ . ____ - LEWISVILLE CITY LIMITS Q5
f O C'
`
R. Rl.\ HARDIN S U R V E Y
\x ll'pp p' 4 \,P O = MONUMENT LABELS POC = POINT OF COMMENCEMENT f �4�����
1 G' Cep - UTILITY POLE PP ROW - RIGH' OF WAY �'
Course
Bearing
Distance
L14
Bad: 20.00,
Arc: 31.421 I
Tan: 20.00'
CA: 90'00,00`
Chd: S 44143,10, E
28,28,
L15
8 89'43'10' E
2.18'
L16
Bad: 20.00,
Arc: 16,79'
Tan: 8.93,
CA: 48106'07"
Chd: N 661131501 E
16,30'
Liz
N 42*10,46, E
2D.66'
LIS
Bad: 20.00,
Are: 8.031
Tan: 4,07,
CA: 231001521
Chd: N 30*401201 E
7198'
L19
S 47149'121 E
27,17'
L20
Bad: 20.00,
Arc: 7,99' i
Tan: 4.05'
CA: 22154102"
Chd: S 53*371471 W
7.941
L21
S 42*101461 W
20.701
L22
Bad: 44.00'
Arc: 36.941
Tan: 19.64'
CA: 48106106"
Chd: S 66'13149" W
35,86•
L23
N 89143'10" W
2.18,
L24
Bad: 20,00,
Arc: 31.421
Tan: 20.04'
CA: 90"00`O0"
Chd: 8 45 16 501 W
28,28'
L25
S 00196 50' W147.74'
L26
N 89143 101 W
24.00'
L27
N 00*16,50, E
84,79'
L28
Bad: 20.00,
Arc: 31.42'
Tan: 20,00,
CA: 90100100'
Chd: N 44143110, W
28.28'
L29
9'
N 8 43'1O' V1
337.68,
Lao
Bad: 20.00'
Arc: 12.22`
Tan: 6,31'
CA: 351001001
Chd: S 72146,60, VJ
12,031
LS1
S 55*16,50, W
19.94'
L32
Rad: 20.00'
Arc: 19.201
Tan: 10.41,
CA: 55100100°
Chd: S 27146150/ 1V
18.47'
L33
S 00'16 50' W
55.35'
L34
N 891431101 W
261.35,
L35
N 00'16'50' E
77.36'
L36
Bad: 20.00,
Arc: 31.42'
Tan: 20.00,
CA: 90100/001
Chd: N 44143110, W
28,28'
L37
N 89'43 1 o" 1'#
120.41 '
L38
S 44'431101E
64.201
L39
N 16'54'30' E
234.111
L40
S 73'O5'30' E
62,71'
TBM NO, "I
BOX OUT ON SOUTH CORNER OF
CONCRETE STORM DRAIN INLET
ELEV. = 592A
�+ T S I 0 = UTILITY RISER/TRANSFORMER (UR) CE = COMMUNICATION EASEMENT
0 f 4- = FIRE HYDRRNTfH) DE = DRAINAGE EASEMENT f
0 = WATER VALVE )EE = ELECTRIC EASEMENTLEWISVILLE CITY LIMITS*" =WATER hAETERM0 = SEWER MANHO( ,H) tIE = HATER EASEMENT
WE = WATERLINE EASEMENT
I 121 = GAS METER (GM) PUE = PUBLIC UTILITY EASEMENT f
I A = SURVEY CORNER BCM = BURIED CABLE MARKER
CM = CONTROLLING MONUMENT BPM = BURIED PIPELINE MARKER SL9370A G01, S09, W34
i * = BEARING BASIS OHE = OVERHEAD ELECTRIC
1 FF = FINISHED FLOOR ELEVATION I
t MFCP = METAL FCP BOUNDARY LINES 496560 D COOK TR 1E(CO & SCHj 15.668AC%ALL
WFCP = WOOD FCP DEED/LOT! LINES = f I r '
= PLAT OR DEED CALL FENCE LINES = { 496559 D COOK, TR 1E(W34�), 15.688AC/ALL
T.c3wg ** APPROXIMATE LOCATION OF LEWISVILLE CITY LIMITS SHOWN PER DENTON COUNTY APPRAISAL DISTRICT GIS DATA** � �O� = POINT OF BEGINNING SURVEY LINES =
GG'%C' �VC'iGi��,
1 .O C
\ • % ova
Course
Bearing
Distance
L41
Red: 20.001
Arc: 31.42'
Tan: 20.00'
CA: 90*00100'
Chd: N 61*54130" E
28.28,
L42
N 16'54'30' E
644.64'
L43
S 73'05'30' E
24.00'
L44
S 16'54'30" W
109.29'
L45
Bad: 20.00'
Arc: 21.51'
Tan: 11,93,
CA: 61'37140'
Chd: S 13154/201 E
20.49'
L46
S 44'43'10" E
98.76'
L47
Bad: 50,00'
Arc: 11,04'
Tan: 5.54`
CA: i2`38'47'
Chd: S 41'02'44" E
11.01,
L48 I
S 34'43'10` E
250.34'
L49
Bad: 20.00'
Arc: 20.731
Tan: 11.41'
CA: 59123131'
Chd: S 77103153' E
19,82,
LSO
Bad: 50.001
Arc: 27.45'
Tan: 14.08'
CA: 31127/151
Chd: N 88157158' E
27,11'
L51
Bad: 20.00,
Arc: 17.45'
Tan: 9.32'
CA: 49°59'41`
Chd: N 79141143" E
16.94'
L52
N 54.41154" E
68.63,
L53
Bad: 30.00'
Arc: 18.99'
Tan: 9.83'
CA: 36116107'
Chd: N 36'33'50" E
18,67,
L54
N 29'04134' W
110.65,
L55
Bad. 100.00'
Arc: 17.451
Tan: 8.75'
CA: 10100100'
Chd: S 39'43110" E
17.43'
L56
Bad: 74.00'
Arc: 13.361
Tan: 6.701
CA: 10120'30'
Chd: 6 39*53,25, E
13,34'
L57
S 34 43'10' E
99.16,
L68
Bad; 20.00,
Are; 31.42'
Tan; 20.00'
CA: 90*00100,
Ohd: S 10'16'50' W
28,26'
L59
S 55'16'50' W
234.99'
LBO
Bad: 20.001
Arc: 49.44'
Tan; 67.48'
CA: 141137'40`
Chd: N 53'54'20" W
$7.78'
L61
N 16154'30' E
283.96'
L62
sad: 20.00,
Arc: 41.321
Tan: $3.531
CA; 118'22°20'
Chd: N 76'05140' E
34,35'
L63
S 34'43'10' E
87.17'
L64
Bad,, 20.001
Arc: 22.29'
Tan: 12.46'
CA: 63151142'
Chd: S 13*07149' E
21.16'
765
Rad: 50,00'
Arc: 102.38'
Tan: 82.111
CA: 117*19118'
Chd: N 39*51137' W
$5.41'
L66
Bad: 20.00'
Arc: 22.27'
Tan: 12.45'
CA: 63*481061
Chd: 8 661371131 E
21,14'
L67
8 34'43110'.E
132.48'
L68
Bad: 20.001
Aro: 43.631
Tan: 38.42'
CA: 125'00100'
Chd: S 271461501 W
35.481
L69
N 89'43'10" W
45.29'
L70
S 55'16'501 W
237.55'
L71
S 00'16'50" W
34.25'
L72
Had: 20.00,
Arc: 31,421
Tan: 20.00'
CA: 90*001001
Chd: 8 45116150" W
28.28'
L73
I N 89143'10' W
173.35'
L74
Bad; 20,001
Arc: 31.42'
Tan: 20.00
CA: 90'00'00'
Chd: N 441431101 W
28.28,
L75
N 001161501 E
33.36'
L76
Rad: 44,00,
Arc: 33,76'
Tan: 17.761
CA: 43'S7'$S'
Chd: N 21'41'57' W
32.94'
L77
Bad: Moo,
Arc: 16.34'
Tan; 8.071
CA: 43.57'35'
Chd: N 21'41'57' W
14.97'
L78
N 00'16150' E
230.95'
L79
Bad: 20.00'
Are: 19.20'
Tan: 10.41'
CA: 55*00100'
Chd: N 27*46150" E
18.47'
L80
N.65116'50' E
289.52'
LEWISVILLE CITY LIMITS **
♦ ai! A R
O BLOCK ♦.
55.66B ACRES
SURVEY,BEING OUT OF THE DAVID COOK SURVEY, ABSTRACT NO. 234,
AND THE T. WILSON ABSTRACT N•
DENTON COUNTY,TEXAS
JULY a 2011
REVISED
.« s
course
Bearing
Distance
L81
Bad: 20.00'
Tan: 20.00'
Chd: S 79'43'10' E
Arc: 31.42'
CA: 90'00'00"
28.28,
L82
8 00,16,50, W
167.80'
L83
Rad: 20.00'
Tan: 20.00'
Chd: 6 45*16150' W
Arc: 31.42'
CA: 90.00'00'
28,28'
L84
N 89'4V 10' W
102.48'
L85
Rod; 20.00'
Tan: 26.85'
Chd: N 36'24'20' W 1
Ara: 37,22'
CA: 106'37'40`
32,08'
L86
N 16'54'301 E
190.11
L87
Bad: 20.00'
Tan: 20.00'
Chd:
Arc: 31.421
CA: 90'00'00'
L88
S 73'05'30' E
SCAB,
L89
Rad: 20.001
Tan: 14.90'
Chd: S 36'24120' E
Arc: 25.61'
CA: 73'22'20"
23,90'
L90
S 00,16,50" W
39.72'
L91
Bad: 20,001
Tan: 20.00`
Chd: S 45'16'S0° W
Are: 31.421 r
CA: 90'00'00"
28,28'
L92
N 89°43'10' V!
246.27'
L93
Bad: 20.0W
Tan: 63.43'
Chd: N 17'13'10' W
Arc; 50,61'
CA: 145100'00`
38.15,
L94
N 55*16150' E
69.25'
L95
Bad: 20.001
Tan: 6.31'
Chd: N 72`46150' E
Arc: 12.22'
CA: 35'00'00"
12.03,
L96
8 89'43'10" c"
189.55,
L97
Bad: 20.001
Tan. 20.00'
Chd: S 44'43110' E
Are, 31.42'
CA: 90'00'00"
28,28,
L98
8 W541301 w
22.321
L99
N 35'18'06' W
62.89,
L1oo
Rad: 725,001
Tan: 141,171
Chd: N 46117127/ W
Arc: 278.86'
CA: 22'02'16"
277.14'
L101
N 16*641301 E
15.07'
L102
Bad: 740.00`
Tan: 214.671
Chd. S 51'26'57' E
1 Arc: 417.8$'
CA: 32121'17'
412.35'
L103
N 35,18,06, w
48,59'
L104
S 39'35'41" w
6.57'
L105
S 45'16'50" 1N
142.44'
L106
N 16'54'30' E
425.571
L107
N 73*051301 W
70.99'
L108
S 16*54130' W
408,70'
L109
$ 88*15,29, w
48.02'
L110
N 16154'30" E
42.22'
L111
N 88'15'29' E
32.19,
L112
N 16*541301 E
396.29,
L113
S 73105'30' E
89.52'
L114
N 161541301 E
423.151
L115
N 45'16160" E
145.33'
L116
S 61154'30" W
26.12'
L117
N 61154'30" E
13,70'
L118
S 61154'30" W
13.791
L119
NOT USED
NOT USED
L120
NOT USED
NOT USED
L121
NOT USED
NOT USED
L122
NOT USED
NOT USED '
L123
NOT USED
NOT USED
L124
S 16'54130' W
15.071
L125
NOT USED
NOT USED
L126
NOT USED
NOT USED
L127
S 80118106•E
13.59,
L128
NOT USED
NOT USED
L129
NOT USED
NOT USED
L13o
Bad: 44.00'
Tan: 59.061
Chd: N 36124120/ W
Arc: 81.88'
CA: 1061$7140'
70.57'
L131
Bad: 124.OD'
Tan: 10.85'
Chd: S 39143/10/ E
Arc: 21.64'
CA: 10*001001
21.611
L132
N 38*211441 E
5.83,
L133
Bad: 740.00,
Tan: 7.67'
Chd: S 60/59/301 E
Arc: 15.141
CA: 1*101211
15.14'
L134
NOT USED
NOT USED
L135
NOT USED
NOT USED
L136
NOT USED
NOT USED
L137
NOT USED
NOT USED
L138
N 73/051301 W
15.00'
L139
N 16'54'30' E
26.39'
L140
Bad: 726,001
Tan: 56.901
Chd: N 63/011321 W
Aro: 118.571
CA: 8168131"
113.45'
L141
N 54141'59" E
19,05,
L142
N 35'16106" W
15.001
L143
S 54141169' W
19.05,
L144
N 35*18'06' W
36.95,
L145
S 54*411541 W
15.00,
L146
Bad: 740.001
Tan: 357.111
Chd: N 86/361451 E
Arc: 665.431
CA: 61'31119'
643.23'
L147
Bad : 740.001
Tan: 214.67'
Chd: S 51*261571 E
Arc: 417.88'
OA: 32*21,17,
412.351
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LEWISVILLE CITY LIMITS **
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY OF DENTON
ALL OF THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE DAVID COOK SURVEY, ABSTRACT NUMBER 234, AND THE T. WILSON SURVEY,
ABSTRACT NUMBER 1352, DENTON COUNTY, TEXAS, AND BEING A PART OF THE TRACT OF LAND DESCRIBED AS PARCEL G (2) IN THE DEED TO CHPC
COMMERCIAL, LTD., AS RECORDED IN COUNTY CLERK'S FILE NO. 09-46088, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT THE NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT OF LANDAT A 1/2" CAPPED IRON ROD SET IN THE NORTH LINE OF SAID
PARCEL G (2) AND iN A CURVE TO THE RIGHT IN THE SOUTH RIGHT OF WAY OF WINDHAVEN THAT BEARS NORTH 54 DEGREES 41 MINUTES 59
SECONDS EAST A DISTANCE OF 1875.73 FEET FROM A CONCRETE RIGHT-OF-WAY MONUMENT FOUND AT THE SOUTHWEST CORNER OF SAID PARCEL
G (2) IN THE EAST RIGHT-OF-WAY OF JOSEY LANE (F.M. ROAD NO.432) AND AT THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED IN THE
DEED TO LEWISVILLE I.S.D., AS RECORDED IN COUNTY CLERK'S FILE NO. 07-23325, SAID REAL PROPERTY RECORDS;
THENCE WITH THE NORTH LINE OF SAID PARCEL G (2) AND WITH THE SOUTH RIGHT-OF-WAY LiNE OF WINDHAVEN PARKWAY AND WITH SAID CURVE
TO THE RIGHT WITH AN ARC LENGTH OF 417.88', WITH A RADIUS OF 740.01% WITH A CHORD BEARING OF SOUTH 51 DEGREES 26 MINUTES 57
SECONDS EAST, WITH A CHORD LENGTH OF 412,35', TO A 1/z" IRON ROD FOUND FOR CORNER;
THENCE SOUTH 35 DEGREES 18 MINUTES 06 SECONDS EAST, CONTINUING WITH THE NORTH LINE OF SAID PARCEL G (2) AND WITH THE SOUTH
RIGHT-OF-WAY LINE OF WINDHAVEN PARKWAY A DISTANCE OF 481.11 FEET TO A'/2" IRON ROD FOUND FOR CORNER AT THE BEGINNING OF A CURVE
TO THE LEFT;
THENCE CONTINUING WITH THE NORTH LiNE OF SAID PARCEL G (2) AND WITH THE SOUTH RIGHT-OF-WAY LINE OF WINDHAVEN PARKWAY AND WITH
SAID CURVE TO THE LEFT WITH AN ARC LENGTH OF 501.34% WITH A RADIUS OF 860.00', WITH A CHORD BEARING OF SOUTH 51 DEGREES 57 MINUTES
42 SECONDS EAST, WITH A CHORD LENGTH OF 494.27' TO A'/2" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 58 DEGREES 35 MINUTES 12 SECONDS WEST SEVERING SAID PARCEL G (2) A DISTANCE OF 18.28 FEET TO A'/2" CAPPED IRON ROD
SET FOR CORNER;
THENCE SOUTH 64 DEGREES 18 MINUTES 12 SECONDS WEST SEVERING SAID PARCEL G (2) A DISTANCE OF 147.10 FEET TO A Y2' CAPPED IRON ROD
SET FOR CORNER IN THE SOUTH LINE OF SAID PARCEL G (2) AND IN THE NORTH LINE OF A TRACT OF LAND DESCRIBED IN THE DEED TO CB/ TITTLE,
LTD., ET AL, AS RECORDED IN COUNTY CLERK'S FILE NO. 06-141451, SAID REAL PROPERTY RECORDS;
THENCE NORTH 89 DEGREES 43 MINUTES 10 SECONDS WEST WITH THE SOUTH LINE OF SAID PARCEL G (2) AND WITH THE NORTH LINE OF SAID CB/
TITTLE TRACT, A DISTANCE OF 860.51 FEET TO AN CAPPED IRON ROD FOUND FOR CORNER IN A FENCE AT THE NORTHWEST CORNER OF SAID CB/
TITTLE TRACT AND IN THE WEST LINE OF SAID LEWISVILLE I.S.D. TRACT;
THENCE NORTH 00 DEGREES 38 MINUTES 00 SECONDS WEST WITH A WEST LINE OF SAID PARCEL G (2) AND WITH THE EAST LINE OF SAID
LEWISVILLE I.S.D. TRACT AND ALONG OR NEAR A FENCE A DISTANCE OF 14.93 FEET TO CAPPED IRON ROD FOUND FOR CORNER AT THE NORTHEAST
CORNER OF SAiD LEWISVILLE I.S.D. TRACT AND AT A RE-ENTRANT CORNER OF SAID PARCEL G (2);
THENCE SOUTH 88 DEGREES 15 MINUTES 29 SECONDS WEST WITH THE SOUTH LINE OF SAID PARCEL G (2) AND WITH THE NORTH LINE OF SAID
LEWISVILLE I.S.D, TRACT AND ALONG OR NEAR A FENCE A DISTANCE OF 290.31 FEET TO A'/2' CAPPED IRON ROD SET FOR CORNER AT OR NEAR THE
CENTER OF THE GAS PIPELINE EASEMENT DESCRIBED IN VOLUME 825, PAGE 226, DEED RECORDS OF DENTON COUNTY, TEXAS;
THENCE NORTH 16 DEGREES 54 MINUTES 30 SECONDS EAST SEVERING SAID PARCEL G (2) A DISTANCE OF 1063.13 FEET TO THE PLACE OF
BEGINNING AND ENCLOSING 15.668 ACRES OF LAND MORE OR LESS.
OWNER'S CERTIFICATE OF DEDICATION
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT CHPC COMMERCIAL LTD, THROUGH THE UNDERSIGNED AUTHORITY, DO HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE
DESCRIBED PROPERTY AS CH APARTMENTS ADDITION, LOTS 1, BLOCK A, AN ADDITION TO THE EXTRATERRITORIAL JURISDICTION OF THE CITY OF
LEWISVILLE, DENTON COUNTY, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN HEREON;
AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF THE CITY OF LEWISVILLE
AND ITS ETJ, AND ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME. NO BUILDINGS, FENCES, TREES, SHRUBS, SIGNS, OR OTHER
IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER, OR ACROSS THE EASEMENT STRIPS ON SAID PLAT. THE CITY OF LEWISVILLE
AND ANY PUBLIC UTILITY TO WHICH AN EASEMENT HAS BEEN DEDICATED SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART
OF ANY BUILDINGS, FENCES, TREES, SHRUBS, SIGNS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE
WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIPS, AND THE CITY OF
LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN EASEMENT HAS BEEN DEDICATED SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND
EGRESS TO AND FROM AND UPON ANY OF SAID EASEMENT STRIPS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING,
PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF
PROCURING THE PERMISSION OF ANYONE. A BLANKET EASEMENT OF A FIVE (5) FOOT RADIUS FROM THE CENTER POINT OF ALL FIRE HYDRANTS
AND A FIVE (5) FOOT RADIUS FROM THE CENTER POINT OF ALL OTHER APPURTENANCES (FIRE HYDRANT VALVES, WATER METERS, METER BOXES,
STREET LIGHTS) IS HEREBY GRANTED TO THE CITY OF LEWISVILLE FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING AND
MAINTAINING THE ABOVE NAMED APPURTENANCES.
WE DO FURTHER DEDICATE, SUBJECT TO THE EXCEPTIONS AND RESERVATIONS SET FORTH HEREINAFTER, TO THE PUBLIC USE FOREVER, ALL
PUBLIC USE SPACES SHOWN ON THE FACE OF THE PLAT.
ALL LOTS IN THE SUBDIVISION SHALL BE SOLD AND DEVELOPED SUBJECT TO THE BUILDING LINES SHOWN ON THE PLAT.
CHPC COMMERCIAL
BY
STATE OF TEXA e� rr
COUNTY OF t�`
B FO E • 'THE UNDERSIGNED AUTHORITY, ON THiS DAY PERSONALLY APPEARED
KNOWN TO ME TO BE THE PERSON WHOSE NAME 1S SUBSCRIBED TO THE
FOREGOING STRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE
PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS -3f'DAY OF 20 t
NOTARY PUBLIC, TEXAS
SURVEYOR IS NOT AWARE OF ANY LIEN HOLDERS.
_;A11 L
merican
Surveying
PHONE: 940-665-9105
FAX: 940-665-9106
114-B W. MAIN STREET
GAINESVILLE, TX 76240
JOB# 100203-7 FINAL I
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SURVEYOR'S CERTIFICATION
1, JOHN E. THOMPSON, 11, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO
HEREBY CERTIFY THAT 1 HAVE PREPARED THiS PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF
THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY PERSONAL
SUPERVISION IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY PLAN
COMMISSION OF THE CITY OF LEWISVILLE, TEXAS.
JOHN E. THOMPSON, II
R.P.L.S. NO.4857
STATE OF TEXAS
COUNTY OF
DATE: -11
Elm]
TY D. JOHNS.lic, State of Texasmission Expirese 26, 2012
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED JOHN E.
THOMPSON, II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES
AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED,
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS 30 DAY OF 20
N TARY PU LIC, EXAS
,t
J.E. THOPSON
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�.. SURr''
VARIANCES APPROVED:
VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994
Ill. PLAN SUBMITTAL AND APPROVAL PROCEDURES:
For the Bright Ranch Development, the following public park criteria will be acceptable:
(a) Parks that exceed the minimum Lewisville park landscape and site development standards.
(b) Parks located in the 100 year flood plain.
(c) Parks that contain lakes, creeks or water drainage courses that may not conform to City engineering standards, but are improved to resists erosion.
(d) Parks that are less than one acre.
(e) Parks having unusual topography or slopes.
V. PUBLIC IMPROVEMENTS
1. CONSTRUCTION STANDARDS:
Until the "Bright Ranch" property is annexed into the City of Lewisville, construction permits will not be required and construction inspection fees will not be imposed streets, utilities, buildings or
other improvements on the "Bright Ranch" property. However, such improvements will be built to City of Lewisville Construction Standards or better. Construction standards conformance will be
documented by a mutually acceptable independent qualified agency or contractor.
2. PAVING:
The following changes shall be made for the "Bright Ranch" property.
(A) Streets - Streets may intersect at less than 90 degrees if adequate sigh lines are provided at the intersection as specified in the 1973 AASHTO red book.
1. Laydown curb will be used on all streets and alleys.
(B) Sidewalks - Sidewalks will not be required on both sides of the street if one side of the street is a park or greenbelt.
(C) Driveways
1. Allow driveways to access onto residential streets, residential 2 lane collector streets and residential 4 lane divided streets.
2. Allow minimum driveway width of 9 feet 6 inches.
3. Allow the radius or flair point at the street or alley of any single family driveway to extend beyond the properly line..
(D) Alleys
1. Allow alleys to intersect at less than 90 degrees if adequate sight lines are provided at the intersection.
2. No alleys need to be provided for lots in subdivisions where lots average 10,000 square feet or more.
3. Laydown curb will be used on all streets and alleys.
3. LOTS:
Side lines of lots shall not be required to be at right angles to straight street lines and radial to curved street lines. Single Family and duplex lots are allowed to adjoin a private street if the
private street is within a controlled access residential subdivision.
4. EASEMENTS:
(A) General Provisions - Allow a 16' easement on one side of a water course, drain way, channel or stream,
(B) Water and Sanitary Sewer Line Easements - A 10 foot set -back requirement from a secondary 4 inch or smaller pressurized water line in an alley and a 5 foot set -back requirement from a
non -pressurized utility line easement shall not be required.
(C) Storm Drainage Easements - A street shall be considered an easement adjacent to an open storm drainage way.
Figure 6 - CONTROL OF ACCESS LIMITATION
The residential access limitation from this illustration will not be applicable.
Figure 7 - STREET DESIGN CRITERIA
Residential street, 2 lane, 31' (B-B):
Add max. degree of curvature of 40 degrees / 200'
Allow intersection curb radius of 20'
Residential street, 2 lane, 37' (B-B):
Add max. degree of curvature of 30 degrees / 300'
Allow intersection curb radius of 20'
5. DRAINAGE:
A 15' wide maintenance easement along bother sides of a drainage way or a 20' wide easement along one side will not be required on a golf course.
Drainage courses will not be required to have an enclosed storm system or concrete or composite channel if the drainage course is landscaped and engineered to handle water flows
and treated to look like a natural state.
6. WATER LINES
Allow water meters on a private property if adjacent to an alley.
(A) Meter Requirements - Electronic remote read meters will be allowed by the City of Lewisville.
Figure 24 - UTILITIES PLAN WITHIN STREET R.O.W.
Utilities are not required to be located between the curb and the sidewalk.
ALL VARIANCES (IF ANY) FROM THE GENERAL DEVELOPMENT ORDINANCE APPROVED BY CITY COUNCIL.
NAME:
CHAIRMAN, PLANNING AND ZONING COMMISSION
CITY OF LEWISVILLE, TEXAS
FINAL PLAT
THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF LEWISVILLE,
TEXAS, HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF LOT 1,
BLOCK A, OF THE CH APARTMENTS ADDITION TO THE EXTRATERRITORIAL
JURISDICTION OF THE CITY OF LEWISVILLE WAS SUBMITTED TO THE
APPROPRIATE PLANNING &ZONING COMMISSION OR CITY COUNCIL AS
REQUIRED BY THE ORDINANCES OF THE CiTY OF LEWISVILLE ON THE
6Wt DAY OF rr_Aa6tc 20J1, AND SUCH
BODY BY FORMAL ACTION, THEN AND THERE ACCEPTED THE DEDICATION OF
STREETS, ALLEYS, PARKS, EASEMENTS, PUBLIC PLACES AND WATER AND
SEWER LINES, AS SHOWN AND SET FORTH IN AND UPON SAID PLAT, AND
SAID BODY FURTHER AUTHORIZED THE ACCEPTANCE THEREOF BY SIGNING
AS HEREINABOVE SUBSCRIBED IN THE CAPACITY STATED.
WITN SS MY HAND THIS Lly, DAY OF
,20
�.. N
JULIE HEINZE 1
CITY SECRETARY
CITY OF LEWISVILLE, TEXAS
APARTMENTSCH ADDITION
15.668 ACRES
PROPOSED ZONING DESIGNATION: MF-3
BEiNG OUT OF THE DAVID COOK SURVEY, ABSTRACT NO. 234,
AND THE T. WILSON SURVEY, ABSTRACT NO. 1352,
DENTON COUNTY, TEXAS
JULY 14, 2011
REVISED SEPTEMBER 29, 2011
DOC #:
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