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CENTERLINE CURVE DATA
CHORD BEARING
N 44'57'49"E
N 55'09'43"[
N 85'28'18"E
N 82'23'09"E
N 82'57' 49"E
N 04'06'42"W
N 01049'05"W
N 01'01'19" E
S 83'15'41" E
S 81'17'19" E
S 54'09'27" E
CHORD
63.43'
41.55'
30.10'
81.50'
70.91'
80.69'
80.57'
63.25'
160.47'
59.92'
119.56'
LENGTH
64.13'
42.85'
25.36'
61.75'
71.20'
80.24'
80.86'
63.35'
160.65'
59.95'
123.15'
RADUIS
128'
50'
150'
200'
225'
375'
275'
325'
975'
625'
120'
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"
18007'58"
12015'36"
16'50'51"
11'10'03"
9'26'26"
5'29'43"
59'45'28"
TANGET
32.75'
22.84'
15.13'
61.75'
35.50'
40.28'
40.73
31.77'
80.51
30.00'
68.94'
/217
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EDWARD A.
ABSTRACT
CROW SURVEY
NO. 301
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co., Tx.
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:~'l'R'D,cO"T'
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FIRST BAPTIST CHURCH OF COPPELL
VOL 95167, PG. 5885
D.R.D.Co.T.
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SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Go., Tx.
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TANGENT TA~LE
Bearina
S 89'20'301l W
S 04'29'45" E
S 44'26'21" W
S 00'34'51" E
S 00'35'01" E
N 00'35'12" W
S 05'02'57" E
N 0210'47" 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, PG. 23
D.R.D.Co., Tx.
I
I
/
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
Dist.
10.23'
30.05'
37.66'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
7.00'
LOT No. AREA
COT1X = 3,741 S.F.
I LOT 1 15,137 S.P.
I LOT 2 12,850 S.P.
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LOT 5 18,163 S.P,
LOT' 6 16,141 S.F".
LOT 7 - 32,301 S.P.
LOT 8 75,079 S.P.
LOT 9 - 44,770 S.P.
LOT 10 40,007 S.P.
LOT 11 - 36,441 S.P.
LOT 12 38,796 S.F.
LOT 13 - 44,094 S.F.
LOT No. AREA
LOT 14 - 44,281 S.P.
LOT 15 - 44,791 S.F.
LOT 16 41,415 S.P.
LOT 17 36,788 SoF.
LOT 18 34,397 S.P.
LOT 19 - 15,038 S.L
LOT 20 = 16,520 S.F~
LOT 21 12,023 S.F.
LOT 22 - 15,565 S.P.
LOT 23 14,Q85 S~P.
LOT 24 14,113 S.F.
LOT 25 12,632 S.P.
LOT 26 = 14,439 S.P.
LOT 26X = 7,938 S.P.
DALLAS COUNTY
VOL. 91251, PG.5059
D.R.D.Co., Tx.
I
I
/
LOTS LESS THAN 85' WIDE AS A PO CONDITION
LOT 6 - 79.99' LOT 18 - 82.26'
LOT 7 - 79.99' LOT 19 - 81.91'
LQT t 1 - 8.4.J.f LOT 20 - 79.96.'
LOT 15 - 84.52' LOT 21 - 81.99'
LOT 17 - 83.54' LOT 22 - 78.13'
NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodwayjfloodplainarea 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 Qf s,tQrm wah~r and. prQte~te.d frQm PQtenUal erQstQn by the Qwnexs..
No fences will be allowed in the floodplain or any other structures (pools, decks,
gazebos, etc.) per the City's Floodplain Ordinance.
J.H. SIMMONS SURVEY
ABSTRACT NO. 1296
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0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
LEGl\L DESCRlPllON
BEING 18.500 acres of land locata:l in the E[)J\IARD A CRON SURVEY, ABSlRACT 301, and the J.w. ANDERSON SURVEY, ABSlRACT 18, CoppeII, Dallas
County, Texas and being all of a tract of land coo>veyed to Mira Mar [)ewJopment Corporation, by deed rerorded in Docunent Nl.JTlber 20C600465947 at Deed
Records of Dallas County, Te~, said 18.500 acres of land being more particularty describa:l by metes and bol.I1ds as foIlo..vs:
BEGINNING at a 1/2 inch iron red at the Southeast comer of sad Alexander Tract, being located by deed in the South boundary line of sad EDNARD A CROIV
SURVEY, and sad Point of BeginnillJ being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-
way at this point) with the existing North right-of-way lined Bethel Road (a 50 foot wide plblic right-of-way) and being the beginning of anon-tangent CUI\e to the
left having a radius of 1145.92 feet and cOOrd bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.85 feet;
THENCEalongsaidcul\ea distanced 36.85 feet to a point in the sad North right-of-way line and the Southboundafyline of sad Alexander Tract;
THENCE along the sad North right-of-way line of Bethel Road and the South boundary line of said 18.423 cue tract, the fdlcming:
South 89 degrees 27 minutes 28 seconds West -420.29 feet;
South 89 degrees 29 minutes 11 secoods Wf!;,t - 628.32 feet to the centerline of ~ne Creek;
THENCE along the sad centerline d Qape-v;ne Creek as foI1ONS;
North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point;
North 48 degrees 20 minutes 52 seconds West -126.81 feet to a point;
North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a !rint;
North 01 degree 41 minutes 54 SEronds East - 67.92 feet to a point;
North 36 degrees 00 minutes 13 seconds East - 73.44 feet to a point;
North 61 degrees 22 minutes 34 seconds East -175.66 feet to a point;
South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point;
North 74 degrees 07 minutes 14 seconds East -48.28 feet to a point;
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point;
North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point;
North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point;
North 59 degrees 20 minutes 53 seconds East -186.60 feet to a point;
North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point;
South 69 degrees 25 minutes 09 seconds East -134.66 feet to a point;
South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point;
South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point;
South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide right-of-way at this point);
THENCE along the West right-of-way line of said Denton Tap Road as fdlONS:
South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point;
South 00 degrees 22 minutes 08 seconds East -100.50 feet to a point, said point being 50.00 feet fran the center1ine of sad Denton Tap Road;
South 00 degrees 38 minutes 02 seconds East -108.14 feet along a line 50 feet West of andparaJlel to the center1ine of said Denton Tap Road to a point;
South 00 degrees 31 minutes 52 secordsEast - 43.19 feet along a line 50 feet West of a1d parallel to the center1ine of sad Denton Tap Road, to the POINT of
BEGINNING, containing 18.500 acres or 800,128 square feet of land.
SURVEYOR CERTIFICATE
I,J.a.m.es W . Ba.rUeU, .aRegistered P.roJessional Land Surveyor, do here.by 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 City of
Coppel!, Texas.
JAM-E-S-W-:EIA-RTLE 1'1'- ----- - ---------------
Registered Professional Land Surveyor No. 1897
TANGENT TABLE
Bearina
N 44'26'21il E
S 00'31'52" E
Dist.
35.28'
43.19'
36.85'
PRELIMINARY PLAT
~awd
A, LOTS 1 -26
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
COPPELL, DALLAS COUNTY, TEXAS
JANUARY 30, 2007
CV 12
DELTA-01'50'33"
RADUIS-1145.92'
TANGET-18.43'
LENGTH-36.84'
CHORD-N 89'37'16" W
TOTAL AREA 18.506 AC.
26 LOTS 16.534 AC.
"X" LOTS 0.268 AC.
STREET R.O.W. 1.557 AG.
R.O.W. DEDICATION 0.147 AC.
1498.01- MIN. FF ELEVS.
( 2.0 FOOT ABOVE 100 YR.
FLOOD ELEV.)
BLOCK
EDWARD A. CROW
J. W. ANDERSON
301
18
CITY
OF
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, 11'337
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
817-32.9-1792
FAX: 817-329-1792
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926- 7876 FAX: (817)926- 7878
Copyright 2006. CPS:-SU~NG:-"'Al'l'ING:-~NING:-~SUlT~TS Project No. 8371.
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THE RESERVE
VOL.98249, PG. 23
D.R.D.Co., Tx.
I ZONED-PO 108R25 SF -91 /
/
CENTERLINE CURVE DATA
EDWARD A.
ABSTRACT
CROW SURVEY
NO. 301
TION
MOSS
B~~BER j
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t5 SITE
~LOCA TION
CURVE
CV 1
CV 2
CV 3
CV 4
CV 5
CV 6
CV 7
CV 8
CV 9
CV 10
CV 11
RADUIS
128'
50'
150'
200'
225'
375'
275'
325'
975'
625'
120'
LENGTH
64.13'
42.85'
25.36'
61.75'
71.20'
80.24'
80.86'
63.35'
160.65'
59.95'
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CHORD BEARING
N 44'57' 49"E
N 55'09'43"E
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GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co., Tx.
ZON ED """7 SF ~12
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41.55'
30.10'
81.50'
70.91'
80.69'
80:57'
63.25'
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59.92'
119.56'
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18'07'58"
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16'50'51"
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9'26'26"
5'29' 43"
59'45'28"
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22.84'
15.13'
61. 75'
35.50'
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40.73
31.77'
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LOT No. AREA
LOT 14 44,281. S.F.
LOT 15 44,791 S.F.
LOT 16 41,415 S.F.
LOT 17 - 36,788 S.F.
LOT 1'8 - 34,397S,F,
LOT 19 15,038 S.F.
LOT 20 16,520 S.F.
LOT 21 - 12,023 S.F.
LOT 22 - 15,565 S,F.
LOT 23 - 14,985S.F.
LOT 24 - 14,113 S.F.
LOT 25 12,632 S.F.
LOT 26 - 14,439 S,F.
. LOT 26X = 7,938 S.F.
ENHANCED
PAVING
FIRST BAPTIST CHURCH OF COPPELL
Ir
0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
I
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D.R.D.Co. T.
I ZONED..,.PD 108 U I
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
I ZONED-PO 108R SF-91
DALLAS COU N TY
VOL. 91251 ,PG. 5059
D.R.D.Co., Tx.
NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodwayjfloodplain area as shown hereon. The maintenance for these
areas shdllbe 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.
I
I
/
LOT No. AREA
LOT 1 X = 3,658 S.F.
LOT 1 - 15,137 S.F.
LOT 2 12,850 S.F.
LOT 3 14,723 S.F.
LOT4- 14,375 S.F.
LOT 5 18,163 S.F.
LOT 6 - 16,141 S.F.
LOT 7 32,301 S.F.
LOT 8 75,079 S.F.
LOT 9 - 44,770 S.F.
LOT 10 - 40,007 S.b.
LOT 11 - 36,441 S.F.
LOT 12 38,796 S.F.
LOT 13 44,094 S.F,
J.H. SIMMONS SURVEY
ABSTRACT NO, 1296
LOTS LESS THAN 85' WIDE AS A PO CONDITION
LOT 6 - 79.99' LOT 18 - 82.26'
LOT 7 - 79.99' LOT 19 - 81.91'
LOT 11 -84.13' LOT 20 - 79.96!
LOT 15 - 84.52' LOT 21 - &1.~~'
LOT 17 - 83.54' LOT 22 - 78.13'
LEGAL DESCRIPTION
BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas
County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200600465947 at Deed
Records of Dallas County, Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows:
BEGINNING at a 1/2 inch iron rod at the Southeast comer of said Alexander Tract, being located by deed in the South boundary line of said ECNVARD A. CROW
SURVEY, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-
way at this point) with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non-tangent CUNe to the
left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.85 feet;
THENCE along said curve a distance of 36.85 feet toa point in the said North right-of-way line and the South boundary line of said Alexander Tract;
THENCE along thesaidJ'Jorth right-of-way line of Bethel Road and the South boundary line of said 18.423 acre tract, the following:
South 89 degrees 27 minutes 28 seconds West - 420.29 feet;
South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Creek;
THENCE along the said centerline of Grapevine Creek as follows;
North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point;
North 48 degrees 20 minutes 52 seconds West -126.81 feet to a point;
North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point;
North 01 degree 41 minutes 54 seconds East - 67.92 feetto a point;
North 36 degrees 06 minutes 13 secbnds East - 73.44 feettb a point;
North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point;
South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point;
North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a point;
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point;
North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point;
North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a point;
North 59 degrees 20 minutes 53 seconds East -186.60 feetto apoint;
North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point;
South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point;
South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point;
South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point;
South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide right-of-way at this point);
THENCE along the West right-of-way line of said Denton Tap Road as follows:
South 00 degrees 39 minutes 30 seconds East- 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point;
South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a point, said point being 50.00 feet from the centerline of said Denton Tap Road;
South 00 degrees 38 minutes 02 seconds East -108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a point;
South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of
B~GINNING, containing 18.506. acre~or 8Q6,128 square 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 City of
G 0 pp e II, T e xa~.
----------------------------------------
JAMES W. BARTLETT
Registered Professional land Surveyor No. 1897
NOTES:
1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE:
A. DELETION OF ALLEYS
2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS.
3. 1498.01 - MIN. FF ELEVS.
(2.0' FOOT ABOVE 100 YR. FLOOD ELEV.)
4. REQUESTED VARIANCES TO THE ZONING ORDINANCE:
A. MINIMUM FRONT AND REAR BUILDING LINES SHALL BE
AS INDICATED ON THE INDIVIDUAL LOTS.
5. NO BUILDING PERMITS SHALL BE ISSUED FOR LOTS 7 THROUGH 19
UNTIL A LOMA OR A LOMR IS RECEIVED, AND THESE LOTS ARE REPLATTED TO INDICATE
THE REVISED FLOOD PLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILEDUNTIL THE REVISION
TO THEn:OODPLAIN tiNE IS APPROVAL BY FEMA AS PRESCRIBED HEREIN.
6. THE ALEXANDER COURT HOMEOWNER'S ASSOCATION (HOA) IS OBLIGATED FOR THE PERPETUAL MAINTENANCE OF ALL COMMON
AREAS WITHIN THE "X" LOT BOUNDARIES, WHICH INCLUDES ALL LANDSCAPING AND STRUCTURAL FEATURES. THE "X" LOT
AREA IS THAT WHICH LIES BETWEEN THE DEDICATED PERIMETER BOUNTARY AND THE CENTERLINE OF THE PERIMETER ROCK WALL,
AS MATHEMATICALLY DEFINED ON THE PLAT. EACH HOA MEMBER IS REQUIRED TO PAY AN ANNUAL DUES ASSESSMENT
OF $500 BY JAN. 15 FOR THIS PURPOSE.
7. HOA MAINTENANCE MAY REQUIRE ACESS TO THE INTERIOR SIDE OF THE PERIMETER ROCK WALL. RESIDENTS ALONG THAT
PERIMETER, MUST ACKNOWLEDGE EXISTENCE OF A 5 FOOT WIDE ACCESS EASEMENT, OUTSIDE THE "X" LOT AND ON PRIVATE
PROPERTERY, WHICH EXTENDS PARALLEL TO THE WALL, ON THE SOUTH AND EAST PERIMETER.
8. LOTS 19 AND 20 HAVE A SANITARY SEWER, WHICH GENERALLY RUNS WEST OF AND PARALLEL TO THE ROCK WALL. THE REAR
LINE SHOWN IS WESTtlMITOF THE SEWER EASEMENT AND AS DIMENSIONED, IS 5' WEST OF THE SEWER tiNE. ALL LOT
OWNERS, IN PERPETUITY, MUST GRANT THE CITY ALL NECESSARY ACCESS ON AND ACROSS THEIR LOT, TO REACH THIS
EASEMENT, AS MAY BE REQUIRED, TO MAINTAIN OR REPAIR THE SEWER. THE CITY IS NOT RESPONSIBLE FOR DAMAGES TO
ANY SURFACE IMPROVEMENTS, LOCATED WITHIN THE EASEMENT, OCCASIONED DURING REQUIRED ACCESS FOR MAINTENANCE
OR REPAIR.
No.
T-l
T-2
TANGENT TABLE
Bearina
N 44'26'2111 E
S 00'31'52"E
Dist.
35.28'
43.19'
CV 12
DEL TA-01'50'33"
RADUIS-:1145.92'
TANGET-18.43'
LENGTH-36.84'
CHORD-N 89'37'16" W 36.85'
ZONING
BLOCK A, LOTS
t:DWARD A. CROW SURVt:Y, ABSTRACT
J.W. ANDERSON SURVEY, ABSTRACT NO.
18.506 ACRt:S OF LAND
CITY OF COPPt:.LL, DALLAS COUNTY, Tt:XAS
JANUARY 30, 2007
1-26
NO . 30 1
18
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, #337
P.0.80X 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
. . TEL: (817)926- 7876 FAX: (817)926- 7878
Copyright 2006 GP5-SlJRVE'l1NG-MAPPING-PlANNlNG-C()NSUlTANlS ProJec:t No. 8.371
PD-220-SF-12
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CONCRElE BRlOGE ASPHALT ROAD I a::: . _ ... . .. . '. ~. EXIST. 16 WA TER LINE :
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SUMMIT AT THE SPRINGS if1 S A. DELETION or ALLEYS
VOL. 97023, PG. 3493 ~ 0 2. HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING ALL
D. R. D. Co. , T x. < co ALL ABOVE-GROUND IMPROVEMENTS IN HIE 10' &: 15' LANDSCAPE
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