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SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
COPPELL, DALLAS COUNTY, TEXAS
MAY 8, 2007
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VOL. 95167. PG. 5885
D.R.D.Co. T.
J.H. SIMMONS SURVEY
A- 1296
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.O.Co.,Tx.
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VOL. 91251. PG. 5059
O.R.D.Co., Tx.
BLOCK
EDWARD A. CROW
J.W. ANDERSON
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LEGEND -
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SANITARY SEWER M.H.
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WA7ER VALVE
RRE HYDRANT
POWER POLE
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Original Scale: 1" = 50
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PO-220R-SF-12
~ Sempco Surveying Inc.
3208 s. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926-7876 FAX: (817)926- 7878
GPS-SURVEYlNG-MAPPlNG-PlANNING-CONSUlTANTS Project No. 8371-PP-Re
Copyright 2006
VICINITY MAP
NOT TO SCALE
CURVE DATA
CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD
CV 1 41'46'05' 275' 104.92' 200.47' N 46'24'23"E 196.04'
CV 2 15'12'41" 175' 23.37' 46.46 ' N74'53' 46"E 46.32'
CV 3 9'12' 45" 775' 62.44' 124.61 ' N 87*06'29"E 124.48'
CV 4 36'15'56" 200' 65.50' 126.59' S 70'09'10"E 124.49'
CV 5 9'27'07" 725' 59.94' 119.60' S 56'44'56"E 119.47'
CV 6 221'54'14" 275' 55.72' 109.95' S 71'08' 42"E 109.21'
CV 7 8'08'56" 275' 19.59' 39.11' S 73'04'24"E 39.08'
CV 8 19'30'02" 175' 30.07' 59.06' N 09'20'33" E 59.27'
CV 9 41'34'55" 200' 75.94' 145.15' N 01'41'54"W 141.98'
CV 10 07*19'05" 325' 20.78' 41.51' N 18'49'19"W 41.48'
CV 11 43'03'54" 135' 53.27' 101.47' N 06'21'41"E 99.10'
CV 12 1'50'33" 1145.92' 18.43' 36.84' N 89'371'16"W 36.85'
PLANT TION
SP ANIS MOSS
KAYE
COOPER
'Z COZBY
BROOKS
DILLARD
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
T-15
T-16
T-17
'1/ AN I
BEBBER ~
\ ~:~dK
SITE
LOCATION
THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.506 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:
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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 corner of said Alexander Tract. being located by deed in the
South boundary line of said EDWARD 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 curve 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:
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VOL. 95203, PG. 2898
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THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South
boundary line of said Alexander Tract;
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THE NCE 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 feet to a point;
North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point;
North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point;
20' SEWER SANITARY
EASEMENT
VOL. 93215, PG.8992
D.R.D.Co., T.
South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point;
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North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point;
TANGENT TABLE
Bearina
S 89'20' 30Jl W
S 03'07'29" E
S 03'07'29" W
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 02'10'47" 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
N 44'26'21" E
S 00'31 '52" E
22
in
Dist.
10.23'
9.03'
20.97'
37.66'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
7.00'
35.28'
43.19'
N 8913'25" E 134.38'
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;
.... .............-.... ....-...................................
North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a point:
North 59 degrees 20 minutes 53 seconds Eas1-186.60 feet to a point:
North 87 degrees 03 minutes 53 seconds Easi -192.64 feet to a point;
"'..
o
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South 30 deg rees 49 minutes 30 seconds East - 75.85 feet to a point;
f'I'\
South49.degre.~~ 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a
120 footwide right-of-way at this point);
...,J.
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THENCE along the West right-of-way line of said Denton Tap Road as follows:
HONE
':IlANHOLE
.'
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 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 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;
I.&J
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 BEGINNING, containing 18.506 acres or 806,128 square feet of land.
NOTE:
The City of Coppel! will not have responsibility for maintenance of the
floodwayjfloodplain area as shown hereon. The maintenance for these
areas shall be the sole responsiblltty 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.
24
SJRVEYOR CERTIFIC.lI..T=
I:
. N
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: EAS1MENT
; .. SIGHT
~ i EASEMSNT
iL. \" /
__~___ __~___~_L_
; .. \-T
;if
20' SEWER SANITARY
EASEMENT
'Oi
f'r):
5' WA~L MAINTENANCE
EAfEMENT
SIGHT . : SCREENING
",EAt~T .1. I w,
-~~--. ----- ---t---~ ~
" : L_-t--
, .
I, James W. Bartlett: a Registered Professional Land Surveyor: do hereby certify
that I have prepared this plat -'rom an actual on the gr:)und survey of the land;
and th e m 0 n u men ts s how n 1 ere 0 n 'Ii e"e fo un d and Jc r pia c e dun d e r my p e "50 n a I
supervision in accordance with the platting 'ules and regulations of the City of
Coppell, Texas.
I
10' GENERAL TELEPHONE I
EASEMENT 1
. .....~~~. D~~.~~6~.~{' 356 I
I
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.............. ENHANCED
PAVlNG
PROPOSED BACK OF CURB .......
SCREENING
WALL 5' MAINTENANCE
EASEMENT
----------------------------------------
JAM E S W . 8 A R - L E TT
Regis:ered Professional Land Surveyor No. 1897
......... 25'
LOT No. AREA LOT No. AREA
LOT 1X - 3,741 S.F. LOT 16 30,679 S.F.
LOT 1 - 15,231 S.F. LOT 17 - 44,524 S.F.
LOT 2 - 1 6, 1 91 S.F. LOT 18 42,030 S.F.
LOT 3 - 1 4,1 30 S.F. LOT 19 - 35,574 S.F.
LOT 4 - 14,619 S.F. LOT 20 - 30,062 S.F.
LOT 5 - 15,812 S.F. LOT 21 - 28,896 S.F.
LOT 6 - 1 6,335 S.F. LOT 22 - 19,184 S.F.
LOT 7 - 20,034 S.F. LOT 23 - 15,018 S.F.
LOT 8 - 18,875 S.F. LOT 24 - 20,927 S.F.
LOT 9 24,755 S.F. LOT 25 - 19,980 S,F.
LOT 10 - 24,027 S.F. LOT 26 - 1 6,569 S.F.
LOT 1 1 - 57,902 S.F. LOT 27 20,201 S.F.
LOT 12 - 33,397 S.F. LOT 28 - 14,692 S.F.
LOT 13 - 23,313 S.F. LOT 29 15,384 S.F.
LOT 14 - 24,397 S.F. LOT 29X - 7,943 S.F.
LOT 15 - 26,510 S.F.
29X
N 89.25'09". E 210.13'
.
WAlER
VAl. lIE
_.~-_._,_._--
PRELIMINARY PLAT
~oad
A, LOTS 1 -29
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
COPPELL, DALLAS COUNTY, TEXAS
MAY 8, 2007
Sheet 2 of 2
ROAD
SANumJoCf'YER
BETHEL ROAD
EASEMENT DETAIL ALONG
DETAIL
AND
AT WEST
KNIGHTS
8ETHAL
WAY
RD.
BLOCK
EDWARD A. CROW
J.W. ANDERSON
301
18
DENTON
TAP
SCALE: 1>> = 30'
SCALE:
1" = 30'
TOTAL AREA - 18.506 AC.
29 LOTS 16.052 AC.
1X & 29X LOTS 0.268 AC.
STREET R.O.W. 2.038 AC.
R.O. W. DEDICATION 0.147 AC.
1498.01 - MIN. FF ELEVS.
( 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.)
CITY
OF
PD-220R-SF-12
ENGINEER
BENNETT ENGINEER'NG
203 N. JACKSON
P.O. BOX 2077
WYLIE, TEXAS 75098
972-429-3993
FAX: 972-429-3963
SURVEYOR
SEMPCOSURVEYING, INC.
3208 SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
817-926-7876
FAX; 817-926-7878
OWNER
MIRA MAR DEVELOPMENT CORP.
6003 SUNDERLAND DRIVE
COLLEYVILLE, TEXAS 76034
817-996-6698
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 GPS-SURVE'l'INIH,IAPPlNG-PLANNlNG-CONSULTANTS Project No. 8371
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LEGEND -
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co.,Tx. 1 0
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8.04' N 87-03'53" E 192.64'
EDWARD A. CROW SURVEY
A-301
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ESTATE
DEFINED IN DEED TO
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VOL. 515, PG. 76 \
D.R.D.Co. T.
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DOC. 200600465952
D.R.D.Co., Tx.
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( STAM.PED CONCRETE PER
ENGINEERING DETAILS)
ZONING EXHIBIT/ DETAIL SITE PLAN
,
~0WJCt
A, LOTS 1 -29
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
OF COPPELL, DALLAS COUNTY, TEXAS
MAY 8, 2007
SHEET 1 of 2
PO-220R-SF -12
1-
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0.147 ACRE RIGHT-OF-WAY
DEDICA T10N PER THIS PLAT
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FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
I ZONED-PO 108 ul
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
J.H. SIMMONS SURVEY
A- 1296
THE RESERVE
VOL.98249. PG. 23
D.R.D.Co.,Tx.
lZONED-PO 108R25 SF-9l
BLOCK
EDWARD A. CROW
J.W. ANDERSON
I
I
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ZONED-PO 108R SF-91
DALLAS COU N TY
VOL. 91251, PG. 5059
D.R.O.Co., Tx.
I
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CITY
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TE" (817)926-7876 FAX: (817)926-7878
Copyright 2006 GPS-SUR~NG-MAPPlNG-PlANNINC-CONsu.TAN1S Project No. 8371-PP-Re
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VOL. 95203. PG. 2898
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VICINITY MAP
NOT TO SCALE
CURVE DATA
CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD
CV 1 41'46'05' 275' 104.92' 200.47' N 46'24'23"E 196.04'
CV 2 15'12'41" 175' 23.37' 46.46 ' N74'53'46"E 46.32'
CV 3 9'12' 45" 775' 62.44' 124.61' N 87'06'29"E 124.48'
CV 4 36'15'56" 200' 65.50' 126.59' S 70'09'10"E 124.49'
CV 5 9'27'07" 725' 59.94' 119.60' S 56'44'56"E 119.47'
CV 6 221'54'14" 275' 55.72' 109.95' S 71'08' 42"E 109.21'
CV 7 8'08'56" 275' 19.59' 39.11' S 73'04'24"E 39.08'
CV 8 19'30'02" 175' 30.07' 59.06' N 09'20'33" E 59.27'
CV 9 41 '34' 55" 200' 75.94' 145.15' N 01'41'54"W 141.98'
CV 10 07'19'05" 325' 20.78' 41.51' N 18'49'19"W 41.48'
CV 11 43"03'54" 135' 53.27' 101.47' N 06'21'41"E 99.10'
CV 12 1'50'33" 1145.92' 18.43' 36.84' N 89'371'16"W 36.85'
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
T-15
T-16
T-17
TANGENT TABLE
Bearina
S 89'20'30>> W
S 03'07'29" E
S 03'07'29" W
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 02'10'47" 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
N 44'26'21" E
S 00'31'52" E
22
Dist.
10.23'
9.03'
20.97'
37.66'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
7.00'
35.28'
43.19'
23
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... .................. ..........u........................"
VARIBLE WIDTH
ACCESS/MAINTENANCE
EASEMI;NT
.....................
....
1').
o
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NOTE:
The City of Cop pel! will not have responsiblllty for maintenance of the
floodwayjfloodplain 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.
24
5' WALL MAINTENANCE
EASEMENT
SCREENING
WALL
LOT No. AREA LOT No, AREA
LOT 1X - 3,741 S.F. LOT 16 - 30,679 S.F.
LOT 1 - 15,231 S.F. LOT 17 - 44,524 S.F.
LOT 2 - 16, 191 S.F. LOT 18 - 42,030 S.F.
LOT 3 - 1 4, 1 30 S.F. LOT 19 - 35,574 S.F.
LOT 4 - 14,619 S.F. LOT 20 - 30,062 S.F.
LOT 5 - 15,812 S.F. LOT 21 - 28,896 S.F.
LOT 6 - 1 6,335 S.F. LOT 22 - 19,184 S.F.
LOT 7 - 20,034 S.F. LOT 23 - 15,018 S.F.
LOT 8 - 18,875 S.F. LOT 24 - 20,927 S.F.
LOT 9 24,755 S,F. LOT 25 - 19,980 S.F.
LOT 10 - 24,027 S.F. LOT 26 - 1 6,569 S.F.
LOT 1 1 - 57,902 S.F. LOT 27 20,201 S.F.
LOT 12 - 33,397 S.F. LOT 28 - 14,692 S.F.
LOT 13 - 23,313 S.F. LOT 29 - 15,384 S.F.
LOT 14 - 24,397 S.F. LOT 29X - 7,943 S.F.
LOT 15 26,510 S.F.
29X
N 89.25'09" E 210.13'
PROPOSED BACK OF CURB'/~
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.........25'
.
WATER
VALVE
SAN~T~~
W. BETHEL ROAD
EASEMENT DETAIL ALONG DENTON TAP
SCALE: 1" = 30'
TOTAL AREA - 18.506 AC.
29 LOTS 16.052 AC.
1X & 29X LOTS 0.268 AC.
STREET R.O. W. 2.038 AC.
R.O.W. DEDICATION 0.147 AC.
1498.01 - MIN. FF ELEVS.
( 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.)
PD CONDITIONS:
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. NO BUILDING PERMITS SHALL BE ISSUED FOR LOTS 9 THROUGH 22
UNTIL A LOMR IS RECEIVED, AND THESE LOTS ARE REPLATTED TO INDICATE
THE REVISED FLOOD PLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILED UNTIL THE REVISION
TO THE FLOOD PLAIN LINE IS APPROVAL BY FEMA AS PRESCRIBED HEREIN.
5. LOT 1 X AND LOT 29X TO BE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCTION
ESTABLISHED FOR THIS ADDITION (SEE HOMEOWNERS ASSOCIATION DOCUMENTS FOR SPECIFICS).
6. HOMEOWNERS ASSOCIATION IS REPONSIBLE FOR MAINTAINING ALL ABOVE-GROUND IMPROVEMENTS
IN LOT 1 X AND LOT 29X.
7. FIVE FOOT (5') MAINTAINCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBLlTY
OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT.
THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACCESS TO THE MAINTANCE EASEMENT FOR REPAIRS
TO THE SCREENING WALL
B. A MINIMUM B' SIDE YARD SHALL BE ON ALL LOTS, EXCEPT SIDE YARDS ADJACENT TO THE STREETS
SHALL HAVE A MINIMUM SIDE YARD OF 15' FEET.
9. FRONT YARD SETBACKS SHALL VARY FROM 25' TO 40'.
10. THIS PROPERTY SHALL BE DEVELOPED IN ACCODANCE WITH THE SF-12 DISTRICT REGULATIONS,
EXCEPT AS HEREIN REVISED.
11. THE OWNERS OF LOTS 21 8c 22 ARE PROHIBITED FROM FENCING IN THE 25 FOOT WIDE
SANITARY SEWER EASEMENT ALONG THE EAST PORTION OF LOT, UNLESS AN APPROVED
GATE IS INSTALLED ALONG COMMON LINES BETWEEN LOTS 22 &: 21 &: SOUTH DENTON TAP ROAD
FOR ACCESS BY THE CITY FOR MAINTENANCE PURPOSES.
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5' WALd MAINTENANCE
: EASffMENT
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~ IEASEM~NT
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.............. ENHANCED
PAVING
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-----T"'"'----<t..-
WEST BETHEL
ROAD
DETAIL AT WEST
AND KNIGHTS
BETHAL
WAY
RD.
SCALE: 1" = 30'
SURVEYOR
SEMPCO . SURVEYING, INC.
3208 SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
817-926-7876
FAX: 817-926-7878
ENGINEER
BENNETT ENGINEERING
203 N. JACKSON
P.O. BOX 2077
WYLIE, TEXAS 75098
972-429-3993
FAX: 972-429-3963
OWNER
MIRA MAR DEVELOPMENT CORP.
6003 SUNDERLAND DRIVE
COLLEYVILLE, TEXAS 76034
817-996-6698
FAX: 817-329-1792
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 corner of said Alexander Tract. being located by deed in the
South boundary line ot said EDWARD 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 ot Bethel Road (a 50 foot wide public right-ot-way) and being the
beginning of a non-tangent curve 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 to a point in the said North right-at-way line and the South
boundary line of said Alexander Tract;
THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.506 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 mimltes 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 feet to a point;
North 36 degrees 06 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 Easi -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-af-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 BEGINNING. containing 18.506 acres or 806,128 square feet of land.
SJRVEYOR CERTIFICAT=
I, Ja mes W. Bartlett: a Registered Professional Land Surveyor: do hereby certify
that I have prepared this plat "rom an actual on the ground survey of the land:
and the monuments shown ,ereon we~e found and/cr placed under my pe~sonai
supervision in accordance ...vith the platting 'ules and regulations of the City of
Coppell, Texas.
JAM-ES-W~8A-R=[ETT----------------------
Reg is:e re d Pro fe s s io n a I Lan d S u rv e yo r No. 1 8 9 7
ZONING EXHIBIT/ DETAIL SITE PLAN
CITY
~~
A, LOTS 1 -29
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
COPPELL, DALLAS COUNTY, TEXAS
MAY 8, 2007
Sheet 2 of 2
BLOCK
EDWARD A. CROW
J.W. ANDERSON
301
18
OF
PO-220R-SF-12
~ Sempco Surveying Inc.
3208 s. MAIN ST. FORT WORTH. TX 76110-4278
TEL: (817)926-7876 FAX: (817)926-7878
Copyright 2006 GPS-SUR\Ft1NG-MAPPlNG-PI.ANNING-CONSUl.TANTS Project No. 8371
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VOL. 94190. PG. 4358
D.R.O.Co.,Tx. 1 0
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VOL. 515, PG. 76
D.R.D.Co. T.
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PROPOSED BACK OF CURB
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DEDICATION PER THIS PLAT
ZONING EXHIBIT/ DETAIL SITE PLAN
~0UAtt
A, LOTS 1 -29
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
OF COPPELL, DALLAS COUNTY, TEXAS
MAY 2, 2007
SHEET 1 of 2
PO-220R~SF-12
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SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
I ZONED-PO 108 LII
301
18
THE RESERVE
VOL.98249, PG. 23
D.R.D.Co., Tx.
I ZONED-PO 108R25 SF-91
J,H. SIMMONS SURVEY
A- 1296
1
1
/
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co., Tx.
BLOCK
EDWARD A. CROW
J.W. ANDERSON
ZONED-PO 108R SF-91
1
1
/
CITY
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926-7876 FAX: (817)926- 7878
Copyright 2006 GPS-SURVE'r1NG-IMPPlNG-PlANNING-CONSI.lTANTS Project No. 8371-PP-Re
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VICINITY MAP
NOT TO SCALE
CURVE DATA
CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD
CV 1 41'46'05' 275' 104.92' 200.47' N 46.24'23"E 196.04'
CV 2 15'12'41" 175' 23.37' 46.46' N74.53' 46"E 46.32'
CV 3 9.12' 45" 775' 62.44' 124.61' N 87"06'29"E 124.48'
CV 4 36'15'56" 200' 65.50' 126.59' S 70'09'10"E 124.49'
CV 5 9'27'07" 725' 59.94' 119.60' S 56.44'56"E 119.47'
CV 6 221.54'14" 275' 55.72' 109.95' S 71'08' 42"E 1 09.21'
CV 7 8'08'56" 275' 19.59' 39.11' S 73'04'24"E 39.08'
CV 8 19'30'02" 175' 30.07' 59.06' N 09'20'33" E 59.27'
CV 9 41'34' 55" 200' 75.94' 145.15' N 01'41 '54"W 141.98'
CV 10 07"19'05" 325' 20.78' 41. 51 ' N 18.49'19"W 41.48'
CV 11 43"03'54" 135' 53.27' 101.47' N 06'21'41"E 99.10'
CV 12 1.50' 33" 1145.92' 18.43 ' 36.84' N 89'371 '16"W 36.85'
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T-6
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T-8
T-9
T-10
T-11
T-12
T-13
T-14
T-15
T-16
T-17
TANGENT TABLE
Bearina
S 89'20' 30~ W
S 03.07'29" E
S OS07'29" W
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 02.10'47" 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
N 44.26'21" E
S 00'31' 52" E
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3.00'
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3.00'
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35.28'
43.19'
N 89; 3'25" E 134.38'
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NOTE:
The City of Coppel! will not have responslblllty for maintenance of the
floodway /floodplain area as shown hereon. The maintenance for these
areas shall be the sole responslblllty 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.
24
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SCREENING
WALL 5' MAINTENANCE
EASEMENT
......... 25'
LOT No. AREA LOT No. AREA
LOT 1X - 3,741 S.F. LOT 16 - 30,679 S.F.
LOT 1 - 1 5,231 S.F. LOT 17 - 44,524 S.F.
LOT 2 - 1 6, 191 S.F. LOT 18 42,030 S.F.
LOT 3 - 1 4, 1 30 S.F. LOT 19 - 35,574 S.F.
LOT 4 - 14,619 S,F. LOT 20 - 30,062 S.F.
LOT 5 - 15,812 S.F. LOT 21 - 28,896 S.F.
LOT 6 - 16,335 S.F. LOT 22 - 19,184 S.F.
LOT 7 - 20,034 S.F. LOT 23 - 15,018 S.F.
LOT 8 - 18,875 S.F. LOT 24 - 20,927 S.F.
LOT 9 - 24,755 S.F. LOT 25 - 19,980 S.F.
LOT 10 - 24,027 S.F. LOT 26 - 16,569 S.F.
LOT 1 1 - 57,902 S.F, LOT 27 20,201 S.F.
LOT 12 - 33,397 S.F. LOT 28 - 14,692 S.F.
LOT 13 - 23,313 S.F. LOT 29 15,384 S.F.
LOT 14 - 24,397 S.F. LOT 29X - 7,943 S.F.
LOT 15 26,510 S.F.
29X
N 89"25'09" E 210.13'
PROPOSED BACK OF. CURB .......
SAN~TWolf\'IER
BETHEL ROAD
EASEMENT DETAIL ALONG
DENTON
TAP
SCALE: 1" = 30'
TOTAL AREA - 18.506 AC.
29 LOTS 16.052 AC.
1 X & 29X LOTS 0.268 AC.
STREET R.O. W. 2.038 AC.
R.O.W. DEDICATION 0.147 AC.
1498.01 ~ MIN. FF ELEVS.
( 2,0 FOOT ABOVE 100 YR. FLOOD ELEV.)
PO CONDITIONS:
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. NO BUILDING PERMITS SHALL BE ISSUED FOR LOTS 9 THROUGH 22
UNTIL A LOMR IS RECEIVED, AND THESE LOTS ARE REPLATTED TO INDICATE
THE REVISED FLOOD PLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILED UNTIL THE REVISION
TO THE FLOOD PLAIN LINE IS APPROVAL BY FEMA AS PRESCRIBED HEREIN.
S. LOT 1 X AND LOT 29X TO BE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCTION
ESTABLISHED FOR THIS ADDITION (SEE HOMEOWNERS ASSOCIATION DOCUMENTS FOR SPECIFICS).
6. HOMEOWNERS ASSOCIATION IS REPONSIBLE FOR MAINTAINING ALL ABOVE-GROUND IMPROVEMENTS
IN LOT 1 X AND LOT 29X.
7. FIVE FOOT (5') MAINTAINCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBLlTY
OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT.
THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACCESS TO THE MAINTANCE EASEMENT FOR REPAIRS
TO THE LANDSCAPE WALL
8. A MINIMUM 8' SIDE YARD SHALL BE ON ALL LOTS, EXCEPT SIDE YARDS ADJACENT TO THE STREETS
SHALL HAVE A MINIMUM SIDE YARD OF 1S' FEET.
9. FRONT YARD SETBACKS SHALL VARY FROM 25' TO 40'.
10. THIS PROPERTY SHALL BE DEVELOPED IN ACCODANCE WITH THE SF-12 DISTRICT REGULATIONS,
EXCEPT AS HEREIN REVISED.
SURVEYOR
SEMPCO SURVEYING, INC.
3208 SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
817-926-7876
FAX: 817-926-7878
ENGINEER
BENNETT ENGINEERING
203 N. JACKSON
P.O. BOX 2077
WYLIE, TEXAS 75098
972-429-3993
FAX: 972-429-3963
OWNER
MIRA MAR DEVELOPMENT CORP.
6003 SUNDERLAND DRIVE
COLLEYVILLE, TEXAS 76034
817 -996-6698
FAX: 817-329-1792
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 corner of said Alexander Tract. being located by deed in the
South boundary line of said EDWARD 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 curve to the left having a radius of 1145,92 feet and chord bearing North 89 degrees 37
minutes 16 seoonds West and chord length of 36.85 feet;
THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South
boundary line of said Alexander Tract;
THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.506 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 feet to a point;
North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point;
North 61 degrees 22 minutes 34 seconds Ea sf - 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 Eas1- 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 secands East- 78.65 feet to a point;
North 77 degrees 49 minutes 11 secands 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 af Denton Tap Road (a
120 foot wide right-af-way at this paint);
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 af 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 BEGINNING. containing 18.506 acres or 806,128 square feet of land.
SJRVEYOR CERTIFICAT:::
I, James W. Bartlett: a Registered Professional Land Surveyor: do hereby certify
that I have prep:lred this plat ""rom an actual on the gr::)und survey of the land;
and th e m 0 n u men ts s how n ., ere 0 n 'oN e ~e fo un d and Ie: r pia c e dun d e r my p e ~s 0 n a I
sup e rv is j Q n j n ace 0 r d a nee ',If it h the p I a tt i n 9 . U I e san d reg u I a 1 ion s 0 f the C i 1 Y 0 f
Coppell, Texas.
JAM-ES-W~8A-R=[ETT----------------------
Regis:ered Professional Land Surveyor No, 1897
ZONING EXHIBIT/ DETAIL SITE PLAN
CITY
OF
~0w4
A, LOTS 1 -29
SURVEY, ABSTRACT NO.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
COPPELL, DALLAS COUNTY, TEXAS
MAY 2, 2007
Sheet 2 of 2
BLOCK
EDWARD A. CROW
J.W. ANDERSON
301
18
PD-220R-SF-12
~ Sempco Surveying Inc.
3208 s. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926- 7876 FAX: (817)926- 7878
Copyright 2006 GPS-SUR'E/lNG-llAPPING-PlANNING-CONSULTAHlS Project No. 8371
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GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co.,Tx.
...-/
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AB~NO' 301
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VOL. 515, PG. 76
D.R.D.Co.T.
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VOL. 92188, PG. 3639
D.R.D.Co.,Tx.
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DOC. 200600465952 '6' \ 'G> I /
D.R.D.Co., Tx.
'0> MANHOLE I /
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--
top 493.3
GRATE INLET
/
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BASED ON FLOOD STUDY BY
I NATHAN MAIER ENGINEERS
---, j
/PROP05EO 30' RCP STORN~E ~
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D.R.D.Co.,T.
60.0'
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, ~ \" "UMIT OF 1 00 YEAR FLOOD PLAN '\
)~ ~ BASED ON FLOOD STUDY BY
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.....
~
~
~I ::J
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~I lfl
i 10' GENERAL TElEPHONE ESMT
VOL. 70251. PO. 356
D.R.D.Co..T.
6
60.0'
1/2 I.P.F.
(j)
. FIRE HYDRAN
..,. "<I
3
23
~
\ ~O
NO
\ N~Ut
00
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-&.
. <t><
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PROPOSED
20' UTILITY ESMT.
T
-
------
-
-
.~
//~
/
J(" .
<9..(.
.~
BLOCK A
7
2
/
/
~
0;
\
ROPOSED
20' UTILITY EASEMENT\
\
1
1
\
20' SAN. SEW. ESMT.
VOL. 93215, PG. 8992
D.R.D.Co.,T.
25
BLOCK A
I
- -
. FIRE 1;
:fTYP
'Q/
.~
8
ENCHANCED PAVING
( STAMPED CONCRETE PER.
ENGINEERING DETAILS)
\
\
PROPOSED 8" PVC WATER LINE '\
'\ ,)1
1
LEGEND -
/.P.F
IRON PIN FOUND
SANITARY SEWER M.H.
@
o
.eo
&
WATER VALVE
FIRE HYDRANT
POWER POLE
-E-E- OVERHEAD ELECTRIC
-SS-SS- EXISTING SANITARY
SEWER LINE
================ EXISTING WA TER LINE
PROPOSED WA TER LINE
PROPOSED SANITARY
SEWER LINE
---
-~-
Original Scale: 1" = 50
o 25 50 100
I .. . . I
Graphic Scale in Feet
~
29
NERAL TELEPHONE EASEMENT
VOL. 70251, PG. 356
D.R.D.Co.,T.
WA TER & SANITARY SEWER PLAN
ALEXANDER COURT 18.506 ACRES
CITY OF COPPELL, DALLAS COUNTY, TEXAS "
TIM BENNETT ENGINEERING timbennett3@verizon.net
203 JACKSON STREET WYLIE, TEXAS
Date: Scale: Desi n: Drawn:
APRIL 2007 H:1 "=50' TWB EKK
UNDERGROUND
TaEPHONE
MARKER
TaEPHONE
VAULT
..--.r-
. 7'06" E
90. 0 60. 0'
, N 89'25'09" E 210.13'
222.76 OPOSED BACK OF CURB
Existing R.O.W.. . S 89'27 28 W 420.29'
in
'<I'
crl
'<I'
/
....... --
--
-- 200.58'
~
~
c.?~
Z~
O~
~~
E-4~
(J)~
~O
~~
<
NOTE: CONNECT PROPOSED 8" WATER
LINE TO EXISTING 16" WATER LINE
1X
S 89'29'11" W
ss
628.32'
ss
ss~
55
ss
ss
ss
ss
ss
55
ss
ss
ss
ss
55
55
~ss
55
55
55
55
55
55
ss
ss
55
ss
ss
ss
ss
55
ss
ss
ss
55
ss
ss
ss
ss
CONCRETE WALL
~
-Q
a::
@
BETHEL
ASPHALT ROAD
ASPHALT ROAD
CONCRETE BRIDGE
CONCRETE WALL
~
E
EXlSllNG 16" WATER UNE
[ ~ E~
POWER POLE
FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
It)
E
E
--
--
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co.,Tx.
~
0::
()
Z
o
()
CONNECT PROPOSED 8" SEWER LINE
TO EXISTING 24" SEWER LINE
CONNECT PROPOSED 8" WATER LINE
TO EXISTING 16" WATER LINE
SANITARY SEWER
MANHOLE
0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
THE RESERVE
VOL.98249, PG. 23
D.R.D.Co., Tx.
/
/
J.H. SIMMONS SURVEY
ABSTRACT NO. 1296
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co., Tx.
WATER LINE