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WA TER VAL \IE
COUNTRY ESTATES
VOL. 92188, PC. 3639
D.R.D.Co.,Tx.
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48.29'
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(SURVEYED)
CENTERLINE CURVE DATA
CURVE
CV 1
CV 2
CV 3
CV 4
CV 5
CV 6
CV 7
CV 8
CV 9
CV 10
CV 11
DELTA
28'42'21 '
49'06'07"
11'31'02"
17'41'20"
18'07'58"
12'15'36"
16'50'51 "
11'10'03"
9'26'26"
5'29'43"
59'45'28"
RADUIS
128'
50'
150'
200'
225'
375'
275'
325'
975'
625'
120'
TANGET
32.75'
22.84'
15.13'
61.75'
35.50'
40.28'
40.73
31.77'
80.51
30.00'
68.94'
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LE~~GTH
64.13'
42.85'
25.36'
61.75'
71.20'
80.24'
80.86'
63.35'
160.65'
59.95'
123.15'
CHORD BEARING
N 44'57'49"E
N 55'09' 43"E
N 85'28'18"E
N 82'23'09"E
N 82'57'49"E
N 04'06'42"W
N 01'49'05"W
N 01'01 '19" E
S 83'15'41" E
S 81'17'19" E
S 54'09'27" E
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41.55'
30.10'
81.50'
70.91'
80.69'
80.57'
63.25'
160.4 7'
59.92'
119.56'
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EDWARD A.
ABSTRACT
CROW SURVEY
NO. 301
CRAND COVE ESTATES
VOL. 94190, PC. 4358
D.R.D.Co., Tx.
1 0
N 87'03'53" E 192.64'
4766'
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No.
T-1
T-2
T-3
T -4
T-5
T -6
T-7
T-8
T-9
T-10
T-11
T-12
T-13
T-14
TANGENT TABLE
Beor:ng
S 89'20' 30" W
S 04'29'45" E
S 44'26'21" W
S 00'34'51" E
S 00'35'01" E
N 00'35"2" W
S 05'02' 57" E
N 02"0' 4 7" W
N 00'30'49" W
N 00'30' 42"W
N 00'30' 42" W
S 00'30' 49" E
N 00'30'49" W
N 00'30' 49" W
THE RESERVE
VOL.98249, PC. 23
D.R.D.Co., Tx.
/
DALLAS COUNTY
VOL. 91251, PC. 5059
D.R.D.Co., Tx.
/
/
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NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodway/floodplain area as shown hereon. The maintenance for these
areas shall be the sole responsibility of the individual lot owners adjacent to
said areas, These areas are to remain free of improvements that may obstruct
the flow of storm water and protected from potential erosion by the owners,
No fences will be allowed in the floodplain or any other structures (pools, decks,
gazebos, etc,) per the City's Floodplain Ordinance.
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10.23'
30.05'
37.66'
3.00'
3.00'
3.00'
3.00'
300'
300'
3.00'
3.00'
3.00'
300'
7.00'
628.32'
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SUMMIT AT THE SPRINCS
VOL. 97023, PC. 3493
D.R.D.Co.,Tx.
LOTS LESS THAN 85'
LOT 6 - 79.99'
LOT 7 - 79,99'
LOT 11 - 84.13'
LOT 15 - 84.52'
LOT 17 - 83,54'
J.H.
ABSTRACT
SIMMONS SURVEY
NO, 1296
WIDE AS A PO CONDITION
LOT 18 - 82.26'
LOT 19 81.91 '
LOT 20 - 79.96'
LOT 21 81.99'
LOT 22 78,13'
LOT
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RD-AD
No. AREA
1X = 3,741 S.F.
1 15,137 S.F.
2 12,850 S.F.
3 14,723 S.F.
4 14,375 S.F.
5 18,163 S.F.
6 16,141 S.F.
7 32,301 S.F.
8 75,079 S.F.
9 44,770 S.F.
10 40,007 S.F.
11 36,441 S,F.
12 38,796 S,F.
13 44,094 S,F,
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26
5' MAINTENA~CE
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FIRST BAPTiST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. L
LOT No, AREA
LOT 1 4 44,281
LOT 1 5 44,791
LOT 16 41 ,41 5
LOT 17 36,788
LOT 18 34,397
LOT 19 15,038
LOT 20 16,520
LOT 21 12,023
LOT 22 15,565
LOT 23 14,985
LOT 24 1 4,11 3
LOT 25 12,632
LOT 26 14,439
LOT 26X = 7,938
S.F,
S.F.
S.F.
S.F.
S,F.
S.F.
S.F.
S.F.
S.F.
S.F.
S.F.
S,F.
S,F.
S.F,
10' GENERAL TELEPHONE
I EASEMENT
25' VOL. 10251, PC. 356
,= 1 R.D.Co,T.
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I ESTATE
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TOTAL AREA 18.506 AC.
26 LOTS 16.534 AC.
"X" LOTS 0.268 AC.
STREET R.O.W. 1.557 AC.
R.O.W. DEDICATIO~j 0.147 AC.
1498.01- MIN. FF ELEVS.
( 2.0 FOOT ABOVE 100 YR, FLOOD ELEV.)
LEGAl OESCRlPTlOO
BEING 18.500 acres of land Iccated In the EDlJARD A CRON SURVEY, ABSTAACT 301, and the JW .A.NOERSC:toJ SURVEY, ABSTAACT 18, Cappel I , ~Ias
County, Texas and being all of a tract of land COIl\€'fed to Mira rv1af ~c:plIffit Corpxatioo, by deed reccrded In !Jo::UlIef1t NLrnbef 2CC600465947 at C€ed
RecOIds of ~Ia:; County, Te:xas, said 18500 acres of land oong rnxe particularly descnbed by metes and bomds as foHONs
BEGNNING at a 1/2 irdl iroo red at the Southea:;t ccmef of sad Ale~€f Tract, being Iccated by deed in tile Soutil boundary line of sad EDlVAAD A CROf.J
SURVEY, and sad Point of B€ginnirg being located at the IntefS€Ctioo of tre existing I/'./e3t right-Df-way line of C€1ltoo Tap Road (a 100 foot \Vide putxic right-Df-
way at this JX)int) 'Mth the existing North right-Df-way tine of Betoo Road (a 50 fcd wide pill~ic right-Df-way) and being the beginning of a rK)()-targent cUr\€ to the
left having a radius of 1145.92 feet and crom bearing North 89 cle'Jrees 37 minutes 16 secards I/'.Ie:,t and crad lergh of 28.85 feet
THENCE alOf1g said CUr\€ a distance of 28.85 feet to a pjnt in u-e sad North right-Df-way line and the South toJndaly lire of sad Ale:>andef Tract;
THENCE alOflg the sad North nght-Df-way line of Beth~ Road and the South toundary line of said 18423 cne tract, the fdlONing
South 89 degrees 27 minutes 28 seca1ds West - 42029 feet;
South 89 degrees 29 minutes 11 seca1ds West - 628.32 feet to the cent8!ilne of ~ne Creek;
THENCE alOflg the sad centef1ine ct Q-ape\1ne Creek as follcws
North 30 cle'Jrees 52 minutes 12 secord; I/'.Ie:,t - 22862 feet to a [:Ont;
North 4B degrees 20 minutes 52 secord; I/'.Ie:,t -126.81 feet to a pjnt
North 16 degrees 19 minutes 59 secord; West - 7149 feet to a pjnt:
North 01 degree 41 minutes 54 S€C()()ds East - 67.92 feet to a ~int:
North 28 degrees C6 minutes 13 secord; Ea:;t - 73.44 feet to a pjnt;
North 61 degrees 22 minutes 34 secord; Ea:;t - 175.66 feet to a ~nt
South 80 degfees 4B minutes 27 seca1ds Ea:;t - 54.39 feet to a pjnt;
North 74 degrees 07 minutes 14 secord; Ea:;t - 4B28 feet to a p:l(nt
North 62 degrees 4B minutes 34 secord; Ea:;t - 94.52 feet to a p:l(nt;
North 47 degrees 02 minutes 02 secord; Ea:;t - 78.65 feet to a p:l(nt:
North 77 degrees 49 minutes 11 secoa:is Ea:;t -13929 feet to a r:Ont;
North 59 degrees 20 minutes 53 secord; Ea:;t -186.60 feet to a pjnt;
North 87 degrees 03 minutes 53 secoa:is Ea:;t -192.64 feet to a ~nt
South 69 degrees 25 mnutes 09 secaxJs East -13466 feet to a pdnt;
South 28 degrees 16 mi nutes 21 seca1ds Ea:;t - 93:B feet to a pj nt:
South 30 degrees 49 minutes 30 secaxJs Ea:;t - 75.85 feet to a pdnt
South 49 degrees 27 minutes 47 seca1ds East - 201.20 feet to the \Nest right-Df-way line of Oef1too Tap Road (a 120 foot \Vide right-Df-way at this ~int)
THENCE alOfIg the West right-Df-way line of said C€1ltoo Tap Road as fdlcws
South 00 degrees 39 minutes 30 seca1ds East - 21701 feet alorlg a line 60 foot I/'.Ie:,t of am parall~ to the cent8!iine of said C€1ltoo Tap Road, to a [:Ont
South C6 degrees 22 minutes 08 secaxJs Ea:;t -10050 feet to a pdnt, said ~mt berg 50.00 feet fTWl the cent8!iine of said CBltoo Tap Road;
Sooth 00 degrees 38 minutes 02 seca1ds East -108.14 feet akxIg a line 50 feet West of am parall~ to tre cent8!iine of said C€1ltoo Tap Road to a pant;
South 00 degrees 31 minutes 52 secords Ea:;t - 43.19 feet alOflg a line 50 feet West of end para/I~ to the cent8!iine of sad C€1ltoo Tap Road, to the PONT of
BEGNNING, COf1tainlng 18.500 acres Of 800,128 s.quare feet of land.
SURVEYOR CERTIFICATE
I James W Bartlett, a Registered ProfeSSional Land Surveyor do hereby certify
that I 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 Clly of
Coppell, Texas
JAMES 'N BARTLETT
Registered Professional Land Surveyor No 1897
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T-15
T-16
TANGENT TABLE
Bearina
N 44'26'21 ~ E
S 00'31'52" E
6< / I jJ Of
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Dist
35.28'
43.19'
\\\::
CV 12
DELTA-01'50' 33"
RADUIS-1145.92'
TANGET-18A3'
LENGTH-3684'
CHORD-N 89'37'16"
PRELIMINARY PLAT
?f~
LOTS 1-26
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
ACRES OF LAND
COPPELL, DALLAS COUNTY,
JANUARY 30, 2007
301
1 8
W 36.85'
BLOCK
EDWARD A. CROW
ANDERSON
18.506
A,
J. W.
CITY
OF
TEXAS
SURVEYOR
SEMPCO SURVEYING, INC.
3208 SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
817-926-7876
FAX: 817-926-7878
ENGINEER
ZWINGGI ENGINEERING/PLANNING,LLC
150 PARISH LANE, 1337
P.O, BOX 1247
ROANOKE, TEXAS 76262
940-390-0040
FAX: 817-961-0299
OWNER
MIRA MAR DEVELOPMENT CORP,
6003 SUNDERLAND DRIVE
COLLEYVILLE, TEXAS 76034
817-329-1792
FAX: 817-329-1792
.....
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
1 EL' (811)926- 7876 FAX (817)926- 7878
I)'l$-SUR'I(l1NG-f.li\P?\NG-Pl..NlNING-CO<9.JU NHS Pro j e ct No. 8371
PD-220-SF -12
Copyright 2006